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Permits 1601 Beach Ave E . W PERMIT WORKSHEET Certificate of Occupancy Job Address: ` I Type Work: Property Owner: ptNI -VNJa Phone # 3clq Contractor: Moak" /'r f,rA4 Ol'o-Y) Phone # Permit#: „_, � Date Issued: r7 X00 1 jX t a :r%. UCL t I Building Inspections: Footing .Ig.p ,..4-o Slab _(�- •8•bj-4 -9- ) e � a 3-15�0� Tie Beam ,g• ,© 4. o 1,5 ,fie Lintel 14-/[-05 . ( 9 .U Nailing / Sheathing - -04 C Framing / Cover Upf4+-+;alF,a vt"75u111 ,0 W(r)0l OwS CD.aq Insulation /2-3-6,Y Final Building P3, 1 / Tree Permit# F— YES NO Electrical Permit# Date/ Copy to 03 - 7-Q3(.Q 1 I JEA Temp, Pole Permit# , Date/ Copy to <3 ` Z-(c c (7 d JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole I ,/q-C�3 Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# n3 - ci3cfl Inspections: Rough / Underslab l.)"P1,C, L3 Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# _ Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: — Date Paid: PERMIT WORKSHEET Certificate of Occupancy '-o r�r GCE, erre) Job Address: Type Work: Property Owner: r'& Phone # Contractor: n®r l ,5 C Phone # Zq(.0 —q5am( Permit#: ' " ` lX Date Issued: I Building Inspections: Footing Slab Tie Beam Lintel Nailing / Sheathing Framing / Cover Up Insulation Final Building Tree Permit# YES NO Electrical Permit# Date/ Copy to JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Final Released to JEA Mechanical Permit# Inspections: Rough Final Plumbing Permit# Inspections: Rough / Underslab Topout Water/Sewer Final Drainage Inspection: Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# Inspections: Nailing /Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Date Paid: CITY OF ATLANTIC BEACH " CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS j' 800 Seminole Road 904-247-5800 -!_ Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date C..VAOAm ?j70, PERMIT# Job Address ISSUED BY THE CITY -Tom tom 3 f!LtiN Telephone# �©-1 Permittee Address: AA4ew" t�t'� �G 1G eyi Requesting Permission to Construct: (G' GW a r Location: (Reference to Cross-Street) ►�(,(LailVVti(l�i 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches_ A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No Date: Bell South Telephone Company Yes ( ) No (JJ Date: Ferrell Gas Yes ( ) No Date: Comcast Yes ( ) No Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach pr,FloridDe artment of Transportation Standards and be performed under the superyision of 10 k, (Contractor's Project Superintendent) located at fl Telephone* ?-+(V. 6 Zl fl 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 13. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit. Calculations showing any Increase in impervious area on owner's Inst or in the citta Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER .. Monica Lynn Day MY Commission DD235500 Signed ate: a'7�r�h Before e t is day o int 9f Duval, a w Expires July 29,2007 State Of Florida, ersonally appeared w� Notary Publ• arge,State of F orida,County. Duval. M com it Personally Known duced Identificatio . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =" ATLANTIC BEACH,FL 32233 r INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032280 Date 2/15/06 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name INSTALL 6" CURB Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------- --------- ------------------------ PETWAY, ELIZABETH OWNER 1601 BEACH AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 399-3907 ------------------------------------------------------------------------ Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILD 6WfC A CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # 0((0 -LJakge)C) Property Address: ILO-01 �C d V 1,ue) Applicant: CI YA9-C4-'Uw Project: � Q l� ,LL1 b Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. a Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewed D nna Kaluzniak,Public Utilities Director Date 6� Signature Contractor Notified Date CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904247-5800 Atlantic Beach, Florida 32233-5445 Fax 904247-5845 PLEASE SUBMIT(3)COMPLETE SETS OF PLANS WITH APPLICATION. Date dAtAVALn, V,�JL?" PERMIT# Job Address ISSUED BY THE CITY Permitee.- ion Telephone# /©T ' 7,4( - 64-0 2j Permittee Address: tt IG 2Xi E Requesting (G Permission to Construct 'leGtN * Location: (Reference to Cross-Street) +44 ff- (�r "iglu , 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches_ A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( Date: Bell South Telephone Company Yes ( ) No (r'j Date: Ferrell Gas Yes ( ) No Date: Comcast Yes ( ) No Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shai! meet City of Atlantic Beachr Florida DePartment of Transportation Standards and be performed under the supe ision of !I �� _ .(Contractor's Project Superintendent) located at (,0 a0 erG�i �c\�ytu�.- Telephone* 2¢(0. 47,14'1 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee_ 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit Calculations showing any increase in impervious area on owners lot or in the cite Right of Way are to be included with this application. 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. S. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at ail times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER �✓ �,W N Monks Lynn Day Signed + ate' `,�� 4 MY Commlaslon DD235500 Before e t is ay o in t u�y f Duval, w Expires July 29,2007 State Of Florida, rsonally appeared Notary Publarge,State of orida,Cty f Duval. com ioun t Personally Known• ---Produced Iden tificatio . CITY OF ATLANTIC BEACH f PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane 1 Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # U -C�5A P 60 Property Address: I Q V 1 ff-d&, V L q Uf� Applicant: ba� PL11L)a Project: I I p 'Ictwo Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. /-,e--�Your permit application has been reviewed by the Public Works Department and the following items need.attention: Protect catch basin with erosion control plan. Revocable Encroachment Permit required for installation of brick pavers in City right-of-way. (Discussed with Kelly Elmore - permit to be picked up and completed today 2/10/06. ) Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904)247-5834. Reviewe arper; P.E., Public Works Director Date O G Signature Contractor Notified Date d FORM 600A-2001 1461 &W A Vilt FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Petway Beach House Builder: !�� Address: 1601 Beach Ave. Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: - Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:50.1 kBtu/hr - 3. Number of units,if multi-family I - SEER: 13.10 - 4. Number of Bedrooms 3 - b. Central Unit Cap:29.5 kBtu/hr - 5. Is this a worst case? Yes - SEER: 13.00 - 6. Conditioned floor area(ft2) 5271 ft2 c. 2 Others Cap:47.9 kBtu/hr _ 7. Glass area&type Single Pane Double Pane _ - a. Clear glass,default U-factor 0.0 ft2 522.0 ft2 - 13. Heating systems 2 a. Electric Heat Pum Ca 45.5 kBtu/hr b.Default tint 0.0 ft 0.0 ft � P P' - c. Labeled U or SHGC 0.0 ft2 0.0 ft2 HSPF:8.85 _ 8. Floor types _ b. Electric Heat Pump Cap:28.6 kBtu/hr - a. Slab-On-Grade Edge Insulation R=0.0,292.0(p)ft _ HSPF:7.65 - b.N/A _ c. 2 Others Cap:45.3 kBtu/hr - c.NIA 9. Wall types _ 14. Hot water systems a. Concrete,Int Insul,Exterior R=11.0,2440.0 112 - a. N/A _ b. Concrcte,Int Insul,Exterior R=11.0,1700.0 112 _ - c. N/A _ b.N/A _ d.N/A - e. N/A c. Conservation credits - 10. Ceiling types _ (HR-Heat recovery,Solar a. Under Attic R=22.0,3337.0 ft2 - DHP-Dedicated heat pump) b.N/A - 15. HVAC credits MZ-C,PT,MZ-H - c. N/A (CF-Ceiling fan,CV-Cross ventilation, 11. Ducts - HF-Whole house fan, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,27.0 ft2 _ PT-Programmable Thermostat, b. 3 Others 45.0 ft MZ-C-Multizone cooling, MZ-H-Multizone heating) I Glass/Floor Area: 0.10 Total as-built points: 46402 PASS Total base points: 62196 --] I hereby certify that the plans and specifications covered Review of the plans and sT9r by this caiculatiati are in compliance with the Florida specifications covered by this 0 S, Energy Code. calculation indicates compliance � with the Florida Energy Code. PREPARE]r0Y; Before construction is completed i<tj d DATE: 4 10 Athis building will be inspected for compliance with Section 553.908 1 hereby certify that this building,a%desigpod, i, in coD o compliance with the Florida Energy C e. lorida Statutes. OWNER/AGENT: ;_ - ' 'r BUILDING OFFICIAL: DATE: �_ ! DATE: �- • - © `� EnergyGauge®(Version: FLRCPB v3.30) I FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF=Points .18 5271.0 20.04 19013.6 Double,Clear NW 0.0 0.0 98.0 25.97 1.00 2545.5 Double,Clear SE 0.0 0.0 144.0 42.75 1.00 6156.3 Double,Clear NE 0.0 0.0 239.0 29.56 1.00 7063.7 Double,Clear SW 0.0 0.0 41.0 40.16 1.00 1646.5 As-Built Total: 522.0 17412.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 2440.0 0.40 976.0 Exterior 4140.0 1.70 7038.0 Concrete,Int Insul,Exterior 11.0 1700.0 0.40 680.0 Base Total: 4140.0 7038.0 As-Built Total: 4140.0 1656.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 6.10 512.4 Exterior 84.0 6.10 512.4 Base Total: 84.0 512.4 As-Built Total: 84.0 512.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3337.0 1.73 5773.0 Under Attic 22.0 3337.0 2.11 X 1.00 7041.1 Base Total: 3337.0 5773.0 As-Built Total: 3337.0 7041.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 292.0(p) -37.0 -10804.0 Slab-On-Grade Edge Insulation 0.0 292.0(p -41.20 -12030.4 Raised 0.0 0.00 0.0 Base Total: -10804.0 As-Built Total: 292.0 -12030.4 INFILTRATION Area X BSPM = Points Area X SPM = Points 5271.0 10.21 53816.9 5271.0 10.21 53816.9 EnergyGauge®DCA Form 600A-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 75349.9 Summer As-Built Points: 68408.0 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 68408.0 0.393 (1.090 x 1.147 x 0.91) 0.261 0.902 8178.6 68408.0 0.231 (1.090 x 1.147 x 1.11) 0.263 0.902 4852.8 68408.0 0.231 (1.090 x 1.147 x 1.11) 0.263 0.902 4852.8 68408.0 0.144 (1.090 x 1.147 x 1.11) 0.263 0.902 3026.8 75349.9 0.4266 32144.3 68408.0 1.00 1.294 0.262 0.902 20910.6 EnergyGaugeT' DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 5271.0 12.74 12087.5 Double,Clear NW 0.0 0.0 98.0 24.30 1.00 2381.0 Double,Clear SE 0.0 0.0 144.0 14.71 1.00 2117.5 Double,Clear NE 0.0 0.0 239.0 23.57 1.00 5632.8 Double,Clear SW 0.0 0.0 41.0 16.74 1.00 686.2 As-Built Total: 522.0 10817.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 2440.0 3.00 7320.0 Exterior 4140.0 3.70 15318.0 Concrete,Int Insul,Exterior 11.0 1700.0 3.00 5100.0 Base Total: 4140.0 15318.0 As-Built Total: 4140.0 12420.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 84.0 12.30 1033.2 Exterior 84.0 12.30 1033.2 Base Total: 84.0 1033.2 As-Built Total: 84.0 1033.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3337.0 2.05 6840.8 Under Attic 22.0 3337.0 2.45 X 1.00 8175.7 Base Total: 3337.0 6840.8 As-Built Total: 3337.0 8175.7 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 292.0(p) 8.9 2598.8 Slab-On-Grade Edge Insulation 0.0 292.0(p 18.80 5489.6 Raised 0.0 0.00 0.0 Base Total: 2598.8 As-Built Total: 292.0 5489.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 5271.0 -0.59 -3109.9 5271.0 -0.59 -3109.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeO/FlaRES,2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 34768.4 Winter As-Built Points: 34826.1 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 34826.1 0.381 (1.069 x 1.169 x 0.93) 0.385 0.902 5976.2 34826.1 0.240 (1.069 x 1.169 x 1.10) 0.446 0.902 4345.7 34826.1 0.240 (1.069 x 1.169 x 1.10) 0.446 0.902 4345.7 34826.1 0.140 (1.069 x 1.169 x 1.10) 0.474 0.902 2696.1 34768.4 0.6274 21813.7 34826.1 1.00 1.295 0.424 0.902 17253.3 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRE52001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 32144 21814 8238 62196 20911 17253 8238 46402 PASS ��yO��1iE ST9�FO�n 1. lilt a EnergyGauge"m DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION _ REQUIREMENTS FOR EACH PRACTICE _ CHECK Exterior Windows&Doors 606.1.ABC.1.1 i Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss orjoint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed _ to the perimeter penetrations and seams. ___ _ Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at enetrations and seams. ___.___ Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS __.___ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit _ breaker electric or cutoff gas must beprovided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. — Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.___� Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. _ Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.4 The higher the score,the more efficient the home. 1601 Beach Ave.,Atlantic Beach, FL, 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:50.1 kBtullu - 3. Number of units,if multi-family 1 - SEER: 13.10 - 4. Number of Bedrooms 3 - b. Central Unit Cap:29.5 kBtu/hr - 5. Is this a worst case? Yes - SEER: 13.00 - 6. Conditioned floor area(ft2) 5271 ft2 c. 2 Others Cap:47.9 kBtu/hr - 7. Glass area&type Single Pane Double Pane - - a. Clear-single pane 0.0 ft2 522.0 ft2 - 13. Heating systems b. Clear-double pane 0.0 ft2 0.0 ft2 - a. Electric Heat Pump Cap:45.5 kBtu/hr - c. Tint/other SHGC-single pane 0.0 ft2 0.0 ft2 - HSPF:8.85 - d. Tint/other SHGC-double pane b. Electric Heat Pump Cap:28.6 kBtu/hr - 8. Floor types - HSPF:7.65 - a. Slab-On-Grade Edge Insulation R=0.0,292.0(p)ft - c. 2 Others Cap:45.3 kBtu/hr - b. N/A - - c. N/A 14. Hot water systems 9. Wall types - a. N/A _ a. Concrete,Int Insul,Exterior R=11.0,2440.0 ft2 - - b. Concrete,Int Insul,Exterior R=11.0, 1700.0 ft2 - b.N/A - c. N/A - - d. N/A - c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=22.0,3337.0 ft2 - 15. HVAC credits MZ-C,PT,MZ-H - b. N/A - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,27.0 ft2 - MZ-C-Multizone cooling, b. 3 Others 45.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) srgT�o in this home before final inspection.Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: c0D � *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStarTMdesignation), your home may qualify for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf.edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge®(Version:FLRCPB v3.30) BUILDING INPUT SUMMARY REPORT Title: Petway Beach House Family Type: Single Address Type: Street Address VOwner: (blank) New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 3 Subdivision: N/A OBuilder Name: (blank) Conditioned Area: 5271 Platbook: N/A Climate: North Total Stories: 2 Street: 1601 Beach Ave. CL Permit Office: (blank) Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach,FL, (/� # Floor Type R-Val Area/Perimeter Units N # Door Type Orientation Area Units O1 Slab-On-Grade Edge Insulation 0.0 292.0(p)It 1 1 Wood Exterior 21.0 ft2 q O LL N # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity cD 1 Under Attic 22.0 3337.0 ft2 3337A ft 1 Z 1 Central Unit SEER:13.10 50.1 kBtu/hr _Z 2 Central Unit SEER:13.00 29.5 kBtu/hr -1 3 Central Unit SEER:13.00 29.5 kBtu/hr 'J 0 4 Central Unit SEER:13.00 18.4 kBtu/hr LLI V Credit Multipliers: None V Credit Multipliers: MZ-C,PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity N 1 Concrete Block-Int Insul Exterior 11.0 1220.0 ft2 2 1 Electric Heat Pump HSPF:8.85 45.5 kBtu/hr J 2 Concrete Block-Int Insul Exterior 11.0 850.0 ft2 2 Z 2 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr J 1"' 3 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr a IQ 4 Electric Heat Pump HSPF:7.20 16.7 kBtu/hr Credit Multipliers: MZ-H,PT # Supply Return Air Handler Su ply Suppl # Panes Tint Ornt Area OH Length OH Hght Unit Location Location Location R-Val Lengtx 1 Double Clear N 98.0 ft2 0.0 ft 0.0 ft 1 IWO 1 Uncond. Uncond. Interior 6.0 27.0 it 2 Double Clear S 144.0 ft2 0.0 ft0.0 it 1 2 Uncond. Uncond. Attic 6.0 20.0 It 3 Uncond. Uncond. Attic 6.0 15.0 It 3 Double Clear E 239.0 ftz 0.0 it 0.0 it 1 M 4 Uncond. Uncond. Attic 6.0 10.0 It 4 Double Clear W 41.0 ft2 0.0 It 0.0 it 1 13 _ Credit Multipliers: None # System Type EF Cap. Conservation Type Con.EF W Q # Use Default? Annual Operating Cost Electric Rate �j 1 Yes N/A N/A O LL a LUZ Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp In Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 5271.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRWERV System Present?: No Avg Ceil Hgt: EnergyGauge®(Version: FLRCPB V3.30) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December 31, 2005 ELEVATION CERTIFICATE Ir,h ortant: Read the instructions on pages 1 -7. BUILDING OWNER'S NAME SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: Policy Number BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIL Number / B4Z7 C,+'/ CITY STATE ZIP CODE . TLANT/C .B�A�W '01� 3Zzz-S PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) %Z ©FL OT,¢ PTit/ /D 'DF/lo S� M6RrW ATGA�y77c ,B�Acsi c%t!/T/ BUILDING USE(e.g.,Residential,Non residential,Addition,Accessory,etc. Use a Comments area,if necessary.) LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: ( ##°-##'-##.##" or ##.#####0) �_�NAD 1927 1-1 NAD 1983 SOURCE: 1_1 GPS(Type): 1_1 USGS Quad Map 1_1 Other SECTION B,FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME&COMMUNITY NUMBER B2.COUNTY NAME B3.STATE A'ZA/V /G A64"01/ /Z 4Y17� O�lV,41- /C/- B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX B7.FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) /20075 BPry2 B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in 139. I_I FIS Profile LX FIRM 1_1 Community Determined 1_1 Other(Describe): 1311. Indicate the elevation datum used for the BFE in B9: JAI NGVD 1929 1_1 NAVD 1988 1_1 Other(Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? I_J Yes JX I No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: J_lConstruction Drawings' JAlBuilding Under Construction" I_lFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2.Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3. Elevations–Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2.State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. DatumlV VO 147 Z' 'Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1_1 Yes I&I No R a)Top of bottom floor(including basement or enclosure) Z7-4--%(m) g M b)Top of next higher floor Z$ , ft.(m) D ❑ c)Bottom of lowest horizontal structural member(V zones only) N/.Q _ft.(m) y 0 d)Attached garage(top of slab) 7 . 2 ft.(m) E- Z ` ❑ e)Lowest elevation of machinery and/or equipment W`° �( servicing the building (Describe in a Comments area.) N1,4 _ft.(m) 2'E 16 X] f)Lowest adjacent(finished)grade(LAG) ft.(m) z'C, v� qa g)Highest adjacent(finished)grade(HAG) Z5 ,0—ft-(m) N �� ❑ h)No.of permanent openings(flood vents)within 1 ft.above adjacent grade D ❑ i)Total area of all permanent openings(flood vents)in C3.h D sq. in. (sq.cm) lT� SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER DONN W. BOATWRIGHT, P.S.M. LS 3255 TITLE COMPANY NAME PRESIDFNNT BOATWRIGHT LAND SURVEYORS, INC. ADD ESS CITY STATE ZIP CODE 1500 R RT DR VE JACKSONVILLE BEACH , FL 32250 r SIG TUR . DATE TELEPHONE (904) 241-8550FEMA Form 81-31,January 2003 See reverse side for continuation. Replaces all previous editions -,n r�(,,. T NE o_ 2ALl$)I`'SH�P I-Ar`TERNu I t r a { `1,�� •'t .mow Model: SPJ09-02 ,1 Mounting: '/2" NPT. Dual Fin Spike Incl. Socket: Sinqle Contact Bayonet ----- _ Elect, cal 12V " L,i it) 18W Inc! w .. RECEIVED CT BUREAU OF BEACHES & Universal WETLAND RESOURCES Squares 7 " jr Y� lFl1mtF WIN Dl� Sit t' J .I 'A 1. - m b , t 11 ^ :. is .... ,t 1 t �• t•r t d :( i\ ,';h M��1�. i r 'r r t l"• r �t/�A1 A703 MINI-FLOOD LAMP TYPES: Mercury Vapor, Metal I Halide, High Pressure Sodium and 3-3/4°—�I I� 8 —�—�` Incandescent. l I Extruded Aluminum I HOUSING: Constructed of rugged ^KF^1 =Mma extruded aluminum, with cast aluminum end plates. Silicone gasketing. _ FINISH: Available finishes include bronze, Reflector /f black and green. i LENS: Heat-resistant, tempered glass lens. Socket 6" SOCKET: Medium base screw shell f 4kV pulse-rated. WIRING: Pre-wired with #18 leads, extending from swivel. BALLAST: High-power factor, minus 20 ` degrees Fahrenheit. Available in above grade box or recessed composite housing 7 with a potted anti-siphon wiring chamber. REFLECTOR:Specutar aluminum. FASTENERS: Stainless steel. _ Cast Aluminum Ends Tempered Glass Lens RECEIVED 1/2"NPT Mercury Vapor, Metal Halide, High Pressure Sodium or OCT 0 3 2002 Incandescent Lamp. BUREAU OF BEACHES WETLAND RESOURCES SPECIFICATION INFORMATION Select appropriate choice from each column. .Lamp sr> d r'�flfr�,+4 },:Line' ix "�",p� � ''I+ Ballast; Series ' Wattage Lamp TWe y tYh tUOltape '�4"��y�-optics �;I�"; r•,.'Enclosure Finish � 0ptlons n y M'Accessones 703 35 MV-Mercury Vapor 120 0-Not Applicable AG-Above BRZ-Bronze 0-Not Applicable B-Small Junction 50 (50,75,or 100 Watt E-17 Grade BLK-Black Box w/Hub Lid 70 Clear) CH-Composite GRN-Green p � (Aluminum) 75 MH-Metal Halide Box w/HubH-Small Junction 25 (50,70,75 or 100 Watt ED17) Lid (CH available" Box w/Hub Lid 40 HPS Hi Pr in Black and (For use with Bronze only.) 100 (35950Ibr 70 Watt E-17) Incandescent 150 INC-Incandescent 120 0-Not Applicable C-Not models.) (25 or 40 Watt T-10) Applicable J-Mini-Flood (75,100,150 E26) Shield EXAMPLE OF AN ORDER 7,03 50:�� MV,=;,120„ .O AG -:GRN - ,0 -'J GREENLEE Lamp not included with fixture. See lamp specification chart or consult factory. LIG HTING INC. Local interpretations of the National Electric Code vary. Consult your local inspector prior to specifying voltage other than 120. TERMeATIC I N C O R P O R A T E O vo c- Q.I o 5 D w e, RECEIVED f OCT 0 3 BEACHES 2002 CU BUREAU OF B E ES & WETLAND RESOURCES INTERMATIC AFTER SALES SERVICE 7777 WINN ROAD •SPRING GROVE*ILLINOIS 60081-9698 815/675-7000-FAX 815/675-7001 HTTP;//WWW.INTERMATIC.COM ASSEMBLYIINSTALLATION INSTRUI. .ONS RECEIVED D Pleose read carefully before inafolling. d p SAVE THESE INSTRUCTIONS OCT O 3 2002 INSTRUCCIONES DE MONTAJE Y DE INSTALACION INSTRUCTIONS WINSTAL Pl�e�RTl�t�b��FtV IQ��l S & Por favor lea con otenci6n antes de instalar!a 16mparo. Vevilkr tiro lea inAwctions otter Nfsvan InreA el$r'i GUARDE ESTAS INSTRUCCIONES SAUVEGARDEZ CES INSTRUCTIONS LT 1 Fixture Assembly Instrucciones de montaje Instructions`de FULL 5 YEAR WARRANTY Instructions. de la 16mpara. montage de la lam e- a Hnfnln rive(51 years I("Ing gate of ou'chs%n,fN,Pr66 ec P 9 P ails duo to u dolnP,n matnnal n,wo(knl Bre Mp,Inle'mAIIC Inco,Doreled wnl rec6ir of r&offCa n nee Or ch%no.The wmun4 t To Change bulb. *WARNINO:Lone And doe&no aDdy to (nl dAmnge caused by ebc,denl.abuse In Remove lixture remove 4 screws anade gal hf h dlnq,droppnQ;(b)UN's wNCh hale been SUD(ecl la om le5hc wra that hold shed. *AD VERYENCIA: L"uthonze0 moan.ooeneo taken soon,(c)vn•I,not Lava m p p ACCOroarcn weh 6reatom,(d)dDmaQes n.ceedlnq me cost Cl V lente v IO Pastlalb and glass.Pull bulb se nen csllentes• toe proA c1;(e1 seal W lamot anC'or temp Du bs Soma Ra'es Cci er 13 �mDarz+ Pe C"_I?nvollOnO de straight out Insert *MISE EN GAROlt ao nor clow a$mnanon of aeme0es so Ing Iorega,vl Ivn,raflon P3Del new bulb of theNae hntlllee Of it -Ay not apply to you Thy .,only)—,you soecoc legal Y; nOhte end you may alnO hove otnel nQhA wnrch want,IAC •ta'n lee Hettrez Ia lamp() same kind, wlelnnent me A If16n: LAI 16n io stale.Warmnry;n'vlae�s a�edebry W mnd,r.q ou'Aga D'tPe c Replace shade. to e0 service eli6n 1161.4dbelow "ease be su's to de I'embAlidge i glass am Screws cAwLad a• verso me o ccvcl agcu,e'y when mer„ng In nvo,d 5100nq DlesilgVC M,nege This w6r.enry is mage byI118rmahC InCblDO'ared. Para cambiar la bombllla. CAUTION:Fla:uro(-.) q LV50H9P n1e mob[P Clio.SOnnp Grove III,noI%DOOR t•9090 2, retire los 4 tornillos quo musl be—1.111ed to Screw ground stake Into wan la p3minife y el sccomoance,-11,nu 1 loco codas and GARANTIA COMPLETA POR S ANDS afar., 1 vidn0.Jsle la bombllla y o'alnence■ DO not SI on Al Ira neCureO ae onto(5)Mat,A DAME de a leers.re 17-nroaqu6 OI Soporte Cie r'9l4ela Complolamenle. mstab whin 101881 of ;,dgJSlci6n,Bete prop—to p'eeenta etqunaeeoeneao oeaac BI `laci6n al Suolo an la I ntroduzea ur%a bombllla a pod.spa a folami'm moter�(o e sv Iobncnc en,Imo groc lncnmo.Ina Io regerA s rosea d0 la l9moara_ nueva que sea dol mismo AVISO:Lj(s) o suDeotulr6 nn costo saclons) LA perem'e no sn nd,ca a 100 We la anlal0r,Vuelva IOmparl(s)dnoere(n) (e)deme caueados pot Academe6 mhlirato.abuso.of Elzo%nb„ Vissez le pquw de terr0ger iMWsda(e)as Incorrect,.colds%:(b)unidoda%qua hoynn 8-CIO repe'Ld81, a colocar le pantaUa,at eexleroo a los c6d At)(WAL O deamanlslsons r1,IVgansE no svlo—adw (cl dere la arnpe vidri0 10'.tarnlllcs. 'got y y rnguLxiOnOf 10[ab e.NO uM1daoee no ugIIIAOU Begun b1,nOrmse.(0)'Amos oue A(AI Instalo a moms de o.codaet el Cosa gel Prod.,cio:(s)A noamo yru 0ormll-u INSTRUCTrONt PERTAINING Pour changor I'ampoule, 10 pr.do ditlaKL9 da saffacia9.En algums Pal”,nn art no—la uni,Iima LclOf,M los TO A RISK OF FIRIi•OR riatirez 4 vis qui retlennonl une altierca.IaCUZZI o 0611,09.DOr to OUe to Dfeced6nle dmd Aadr,PVedn m"'vataa INJURY TO PERSONS , tueme. fV ou Ce9o.Eels erernle 4 Conners orecnos legal#$ fabal-jour at la vofre.T�rez 0 INITRUCCIONiS �, I'ampOUlc vers rexl&iPUr, MISE EN CARDS: owocircon y Pvnde 16nbe olros 0e,ecm5 qua Clang,06 un 11 ELACIONADAS CON EL t-etfee)Iampeisf cels a olm.�pa'arvta se Name Netts of tnnvhr of oroovao RIESOO DE INCEN DIO O D! In58zez une nouv9110 do,)vnn)i 61re lnifaileela) con gone De Dago Ar cenvo eUIDML600 que epAIACe•n In Iran. DANO A PERSONAS Ampoule du meme,type onw)Io,mdrrlenl a IouL lee Pot favnf Pmpete un bmoata)e.Couto con g)in 0A evnar CA tcl et reptaeez 1•abal•lour to codon al reglements dumnla s1 Immpdr5e.Esta perenne he e,do emn,Os par INS-MUCTiONS AU EUJCT DWI IOcaux.No Des insiae6r Intermnkn.In'afp-mod.Interfi,et,t D1nze.�n,rnp Grove RISOU[S V(NCENOIE OV DE verre et los vis. A molne Oe 10 Diode bbm,x(SOARS•969. SLESSVRE dvro P.--.1156 ou IOntAlne IMP011TANT SAFETY 1NSTRUCTIONS M SECURtVt GARANTIE COMPLETE DE 5 ANE INSTRUCTIONS 4NSTRUCCIONES IMPORTANTES t11aPORTANTES S.dens un 0616,de ono(5)ens a comfier 66's due d Achu LIONTED LAMP IS NOT! DE SEGURIDAD LA LAMP!ALLUMEE ESY a proeSAl$'Av"0010CMUa oar Nee de lobr•c,,non nu In WaRNINGI TO ReOVCE THE RISK 'i-A LAMPARA SE CALIENYA CHAUDE! mAIAnnu.Imennu2lncorporuea to t6p.mfa av Is romdecere O1 FIRE OR 4NdUffY TO PERSONS: ADVEATENCIA:PARA REDUCER EL MISE EN GARDE:POUR FICDU/R! Sens Irate Lh Quonue no a abolt0us oeS.ux 161 don•m..pex O • !/tslplug and allow Ib cod RIESGOf INCEN010 O DE DA1EE 10 LES RISOVS D•INCNDI[ en OU ON causes par ecc,dt,ul---n nbur.,vn, Tum ofvtumltOn mepproprv,6. A PERSONAS: TILESSURE: mute;(b)urmea ayent tan roopl ureperaik"non autonsaee. purple klurOung lamp • Lamp gets HOT gL.ckly'Contact Aoapue/desanc15u10(a lAmpars y deje i=re igno rjusibre riche z of laissez rofroidlr .Vent ifs ouvenee,d4•,Arnal Res;Ic1 vn.tes uta,-.nes,0n- only smimolug canon turning on. No Se nntrle antes as camb,311u. went Oa leplacer le Ismpe. asntOm,Ament aux ol'ecsvee;(al commapee 9 W*vrs au co�r - Ile L6mpe,a so CAL IENTA may LA lamps detnem m CHAUOE rep,deentl du OroalAr,Um )laoes evou empo"S$car$lee.Cnn.r*6-rK00D lump away from mslerlal5 dal gm—Ste5 b mt p6ettanl DAs d6 krnnAl,bn5&Ux OOMMOQ56 Moat may bum i1pidamontoI At encendeft .toque No touNSo7 le Oommutia5OUfll.lo gtran apnC eve kmnea Davv.r.,toe PAS e'ep1560,/e,don,•onto ca;.'- 1>0 not$ouch ho 1nn+o at any emu. Urkcamenle at Melruplodencnure. Allumanl. Idamen a la 1 .atoms.voce 10A11111cenene dmlle kS(leux prgtle oary and Usti n loss ctoe, OiUrom Slim may 9 AmOofa Asa{oda de Getdez Is lamps fan de mat6rquA gU eelovter a d'avr'es dmn;�ara,nt a'une Nr,d•a•m•,I.,,,..a.I.— . mStor101e]Combustibles. DOUrntlenl b,Olef. No toque U Is"X:xa 6n narto mornento ouc Ne thez 1-r its ump S Lt ls.Ulillsez --ah cou.•ane per tone geranlm s'obliennenl an esceasnt dsmege lam D Do rot o60fdt6 Ins Iuminelre ilring g renlch Dors osyd E I-un dos Carpio.as so—t:,?Aur ons As wnh a missing or damaged shield. Utlico un Dano auave.La QrASC de Ie un cningn 0oux.L'huse oe in peau Paul 6—Arks plus b:r1.Veudler vO.t 66.u•e1 de Dan emoauef la o! pie,puede debar WIOmpars. andommeger em lame. Vogul lorsaid voce to poe+ez 9fln 0 dvlet lout domnn%ge nn A Ob not a,01,hos fens.guard. No udhpas al aceosorlo do eabl9ado del No fools; s fonclomirlor b l.thinalrn sh,Ida. on[IOsure. trenen.Coria 9d rants est cello innt,c Inc0ro0,e1ed aparal0 de lumnaci6n sl 41,vnlod de vvOc un Wren menquant ou endomrre9d Irvnm,alic PIaz1,.npnnq Grwn nine's 8D081 9698 bllrlaala fella o esl1 ClArSAda. ♦ Nn IOuChaz pas suit Iemlrles.6crons, A No toque to fordo.IJ proeedci6n,Is Dar"ta abets•jdurs ou aux b0ili6fS C'AUGS. ni at gabinAts cuendo eslOn call ores. INSTALLATION INSTRUCTIONS INSTRUCCIONES DE INSTALACION INSTRUCTIONS D'INSTALLATION Attach(111-165 le CA016 wan CAb19 Connecta",ofece I Nofofi'ruro mu-51 • Far use with low vol# outAoor connector on ench sola 01 cable.rises togafle(to 10CIa- be Installed V least 10 Data II fsndslce 1! titin s�rn only, P'on 11 aloe cable to m;dn cnnln❑anti Fght Inelu'ns n.from powerpack. DBLIIIO • a g g r n fi^' a oar9l{ / nor for use with submarelble or 1%"PORTANT:01 a amall nolo nr.c5 i—On tioufg alnko NolaSe dabs m3fiffIr / poo!/3pa equlpment. into Qlound.Novn,tofu wfM a nerrmer 18 plie"'t/amparA pa / I S610 pare ser ut}ltisda con w Moran a 9.05 maws / ullroe cono"Orns as cable pare UNI les lamOAfes et fist frons/Onrlador / s/atemoa fro bolo WORA/a Pew coal..CNOCAnOO I COnOcior A Cede ladO Cot ca010.FOrZA lsrdlnes;y no con egLdpo P—Sn Pale an Cesa,be bliin,LAS onbllbs pnyae'An 01 Note'to ptomains surnerglbfe Al do Alberea 0 tines Csble oats nocnr—imOo ae manafa Qua 66 ancleman /Arrive dont Af'n'111ax9B les u,npa Eva a plus as 3.05 mbrros de Mro drt:esala- omp Ldu usnsformsleur _ N'ufffue qu'evetc un cystoma IMPORTANTlr neve un 15equeno polio a nvfof — — — sobate Oe%lac-0n do 1u 1.5 are an el latter().NNo d'Eclalrege do paysape ex4rleLK ,ntrodusca IMIas e1 eopono n Is fuerza con un mun410. e baaae(melon.No pea Utlllsor avec un 6ggApNtIMt submerslble FL9r 190 16011598 au CAOle eve-kn corut Ih,lrs de c6ble, I ou de Plif0r.-raps. pint ea 5—hclaur ae mega%0056 0u cdbla.Povsser- les lbn Contra I'9Utrn Ins verrovilte( Les afQOte VOnl Q8fCef In c&No govt enaclve'Is Conincl 01 nvu-1 in,IOmpa.. IMPORTANT:creusez un pelh Irou ni ser^'1,u Ptqunt rt m INTERMATIC INCORPORATED temp.bene to not. Sting Crw•,1111".1. 60081-0696 Ne tolcez lnma,s suet in mann,,.. ISOL.v949". CITY OF ATLANTIC BEACH .-t 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 4 V INSPECTION PHONE LINE 247-5826 �w Application Number . . . . . 03-00026361 Date 8/31/04 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW SFR TO REPLACE DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1133413 Owner Contractor -- ---------------------- ------------------------ PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 398-3907 (904) 296-9559 ------- ----- ---------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT .Additional desc INSTALL 5 HVAC ' S Sub Contractor ENVIRONMENTAL AIR COND. INC Permit Fee . . . . 247 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ------ ---- ---------- ---------- Permit Fee Total 247 . 00 247 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 247 . 00 247 . 00 . 00 . 00 , PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL rte , CITY OF ATLANTIC BEACH ' MECHANICAL PERMIT APPLICATION Date: Property Address: L G C Owner: o- 41J Telephone#: `1 - 3CJ Contractor: Telephone #: Contractor Address: 1,a5 f w !�,l / Fax#: '-?07 - 7 5 In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: ,6--Electric ❑ Gas: _LP Natural _Central Utility 13 Oil 36 ❑ Other—Specify MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ¢ .Heat _Space _Recessed _Y—Central _Floor Residential L�-Air Conditioning: _Room '.2L Central Duct System: Material Thickness ❑ Commercial Maximum capacity ,Ta,0 cfm �! ❑ Refrigeration /¢`— New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers:Number of Heads ❑ Elevator: __ Manlift Escalator (Number) Ca Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) ❑ New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency l C �Twtt? T214 NC— RT TL-12 HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manufacturer BTU's Agency t I 03/4,J -rWCO(cs- -T-tz 14 W- l Cr j�L G TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atiantic-beach.fl.us `= City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: October 28, 2005 Owner: Petway Address: 1601 Beach Avenue, Atlantic Beach, Florida 32233 Construction Type: Concrete Block Use Classification: Single Family Residence Permit Number: 03-26361 C- DON C. FORD, C. .O Building Official Post in a conspicuous space. Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH 11 Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I I • p S, Contractor Name: , � � 0,LM�� ,�,�i� (�L Permit#: co Property Address: I LO D I Legal Description, Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: 56 Single-Family Residence ❑ Commercial'. ❑ Other: Lowest Floor Elevation: 7. Required As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Av . 7 Public Utilities Planning Dept. Building Dept. Final Survey with FFE Yes ❑ No All Re-Inspect Fees Paid Yes ❑ No Cunningham, Kerri From: Kaluzniak, Donna Sent: Monday, August 29, 2005 2:41 PM To: Cunningham, Kerri Subject: CO Kerri, don't know if I told you already, but 1601 Beach Ave. is OK for CO for Public Utilities- Donna Donna Kaluzniak Utility Director 1200 Sandpiper Lane Atlantic Beach, FL 32233 PH: 904-247-5834 FAX: 904-247-5843 dkaluzniak@coab.us 1 v'ss CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 s INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030780 Date 7/18/05 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . INCREASE TO 1 1/21IH20 SVC Application description . . . PLUMBING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------- ----- ------------------------ PETWAY, ELIZABETH CITY OF ATLANTIC BEACH 1601 BEACH AVENUE ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 399-3907 ---------------------------------------------------------------------------- Permit PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 7/18/05 Valuation . . . . 0 Expiration Date . . 1/15/06 ------------ -------- ------------------------- ------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 1075 . 00 WATER CONNECT/METER ONLY 2 5 0 . 0 0 WATER CONNECT/TAP & METER 1090 . 00 1 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- --------- - ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 2450 . 00 2450 . 00 . 00 . 00 Grand Total 2450 . 00 2450 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ay ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030745 Date 7/15/05 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . PAVER DRVWY/RETAIN. WALL Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6950 PHILLIPS HWY, SUITE 15 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 399-3907 (904) 296-9559 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY PERMIT Additional desc . . Permit Fee . . . . 35 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -------------------------------------------------- -------------------------- Special Notes and Comments REVOCABLE ENCROACHMENT PERMIT. CITY NOT LIABLE FOR DAMAGES TO WALL IN RIGHT-OF-WAY AND NOT RESPONSIBLE FOR REPAIRS . ENSURE ANY EXISTING METER BOXES, VALVE BOXES, SEWER CLEANOUTS OR OTHER UTILITY APPURTENANCES ARE SET TO GRADE AND VISIBLE. Fee summary Charged Paid Credited Due 8 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 14 BUILDING OFFICIAL CITY OF ATLANTIC BEACH �s PUBLIC UTILITIES DEPARTMENT ra 1200 Sandpiper Lane Ro 777 Atlantic Beach,Florida 32233 131 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # V5 'f�)74 5 Property Address: ilool �QCiYV Applicant: ClainL-'1r(, c- n"-J Project: lJl V l r ar 1 I yL LOA E Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 41-9 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions,please call (904) 247-5834. Reviewe Donna Kaluzniak, Public Utilities Director Date -71L-3 Signature Contractor Notified Date ma lej 7 �1 CITY OF ATLANTIC BEACH CIr" CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND'EASEMENTS _ 800 Seminole Road L 12 2005904-247-5800 Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date 6-29-05 PERMIT# Job Address 1601 Beach Avenue ---�•�--_ ---... Permitee: Morales Construction Company, Inc. Telephone# (904) 296-9559 Permittee Address 6950 Phillips Hwy. suite 15 Requesting Permission to Construct: dew Paver driveway and retaining walls Location: (Reference to Cross-Street) Beach Avenue & 16th Street 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No (x) Date: Bell South Telephone Company Yes ( ) No ( x) Date: Ferrell Gas Yes ( ) No ( x) Date: Comcast Yes( ) No (x) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone* 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City.of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: Q �� ...� w """ JENNIFER R.ADAIR Before me this day of e in the County of Duval, "ate;e' —— „ = Notary Public State of Flo' State Of Flori ,has personally appeared _ * U*.= MyCommiss-IMExpimNov14: Notary Public at Large,Stateof Flori a,Co4nty gf puvaI. Commission#DD16522E My commission expires: Bonded By National Notary E Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH Cc: `J + BUILDING / ZONING DEPARTMENT C. Fordns J � 800 Seminole Road S. Doerr Atlantic Beach,Florida 32233 J�31� (904)247-5800 (904)247-5845 Fax www.coab.us PU-- LOA. 14010000 05 W PLAN REVIEW COMMENTS MOPP Permit Application # Property Address: I Lob I ka C �t lyti R-acs Applicant: rA b Y I f-(-1T' C,b y G�lr 1k C-H Project: l lel,I Vl Q' This permit application has been: [E Approved F-1 Reviewed and the following items need attention: i s Please re-submit you plication7-47 e items have been completed. Reviewed By: Date: D 7—/ 3 ,e95` Date Contractor Notified: CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS J � b} 800 Seminole Road � 904-247-5800 �,• Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date 6-29-05 41 41 17 PERMIT# ISSUED BY THE CITY Job Address 1601 Beach Avenue Permitee: Morales Construction Company, Inc. Telephone# (904) 296-9559 Permittee Address 6950 Phillips Hwy. suite 15 Requesting Permission to Construct: Pew Paver driveway and retaining walls Location: (Reference to Cross-Street) Beach Avenue & 16th Street 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( x) Date: Bell South Telephone Company Yes ( ) No (x) Date: Ferrell Gas Yes ( ) No ( x) Date: Comcast Yes( ) No (x) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed: %�.L �i �Z? Date. JENNIFER R.ADAIR Before me thisda of Y PL y in the County of Duval, Notary Public-State of Floric State Of Flori onall has persy appeared ;. 0; Mycommission Expires Nov 14,2C Notary Public at Large,Sta of Floria,Coyn�`tt puva y q( L commission to DD165226 My commission expires: � o�(p ;o=F i3ondedByNationalNotary As Personally Known: or ",, Produced Identification: BP255UQ2 CITY OF ATLANTIC BEACH 7/13/05 Application Tracking Action Log Maintenance 15: 57 : 52 Application number . . . . . 05 00030745 Address . . . . . . . . . . . 1601 BEACH AVE Application type . . . . . . RIGHT OF WAY PERMIT Revision number . . . . . . . Path/step/seq . . . . . . . . A 01 00 Agency . . . . . . . . . . . PLANNING Type information, press Enter. Action date . . . . . . . . 71305 Action by (F4) . . . . . . SD Action code (F4) . . . . . AP Time spent (hours) . . . . . 00 Correction report item . . N Y=Yes,N=No 1=Add new comment 2=Change comment 4=Delete comment Opt Seq Comments Print 1 . 00 Planning approval subject to approval by Public Safety. Y 2 .00 — 00 — Bottom F3=Exit F4=Prompt F9=Add std comment F12=Cancel F21=User defaults 11 �I r��I �IN'11 C' r N JS CITY OF ATLANTIC BEACH `;I,,, i,,p (..�� CONSTRUCTION PERMIT WITHIN C11Y RIGHTS OF WAY AND CASEMENTS + � 904-247-5800 800 Seminole Road o0� Atlantic Beach, Florida 32233-5445 Fax 904-247-5845 Date 6-29-05 PERMIT# I TJ T 15StlEG�-B�kIE..GLTY r Job Address 1601 Beach Avenue - R Permitee: Morales Construction Company, Inc. Telephone# (904) 296-9559 Permittee Address 6950 Phillips v,., Suite 15 Requesting Permission to Construct: TFew Paver driveway and retaining walls Location: (Reference to Cross-Street) Beach Avenue & 16th street 1. Applicant declares that prior to filing this application he has ascertained the location,of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( x) Date: Bell South Telephone Company Yes( ) No (x) Date: Ferrell Gas Yes ( ) No (x) Date: Comcast Yes( ) No (x) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of (Contractor's Project Superintendent) located at Telephone#: 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public .Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER,,,,., Signed: �f' 6�Lr te . Date. �, aYp� " JENN4FER R.ADAIR Before me this day of in the County of Duval, J2o #�; Notary Pub -State of Flor State Of Flori has personally appeared ; U; MyComm�sionExpresNovl4: Notary Public at Large,Sta of Flori a,CoynZy gf(1�lval. �,* "oec Commission#DD165224 My commission expires: � 1 VV %;FO;;;° ' Bonded By NationalNotaryf Personally Known: or Produced Identification: CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 ,yJs3 (904)247-5834 (904)247-5843 Fax www.coab,us PLAN REVIEW COMMENTS Permit Application # 65l-/ -M7,+5 Property Address: 1 l-o D l twVt-avNaf) Applicant: ! V 1 -b r r,v-2)- C m t)�- u e+ n/u Project: y f V 1 r,\- < ( yt Wa I Your application is approved as noted by the Public Works Department. final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Works Department _Qd the following items need attention: Phone conversation with Rick Morales - "Revocable Encroachment Permit - City not liable or amages to wall--- in right-of-way and not responsi e or repairs. Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions, please call (904) 247-5834. Reviewed by 'ck er,P.E.,Public Works Director Date 7 Signature Contractor Notified Date 7l� CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING Kill800 Semi *wAtlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5677 PLUMBING PERMIT _ _w 9Lif! ��dtaaea t9 T9/!£/L =�eQ - - _ 7 7PERMI '1NFf?F�MAt7ION .{1C, ►" 10(1I,lNFRMi�Td ?!._� �Penmit Number: 22373 Address: 1601 BEACH AVENUE Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: (ItR dNORdIITlON _ Date Issued: 7/23/2001 Name: PETTWAY Total Fees: 1,145.00 Address: 1601 BEACH AVENUE Amount Paid: 1,145.00 ATLANTIC BEACH, FL 32233 Date Paid: 7/23/2001 Phone: (904)262-1264 WorkDesc: 1 INCH IRRIGATION METER _ : , ONT4CTfR# �� P 'LiQTit3 ]FT`ES .. PROPERTY OWNER WAT METE FrAP 560.00 A "'i iv 550.00 CRISS CONl'IECTjON` 35.00 x { Ae y > x 71, NOTICE- 11 SPECTIO S, T [3E RC t ES , AT LEAST' HGIURS P IOR TO INSPECTION T BUILDING MATERIAL,.RUBBIS D DEBRIS FROM THIS WORK MUST T BE PLACED IN PUBLIC SPACE, AND MUST Bt-CLEARED AND HAULED AWAY BY EITH ONTRACT+OR OR OWNER "FAILURE TO COMPLY �'H-T N fi li+ V1F . I ULT IN THE P ERTY OWNER PQY 'tWiC 01 1 Lt l 11004 O 'if - ti„ . ;yK I r ACCORDING TO APPROVED PLA Ht�AR F„5�ERMIT AND SUBJECT TO REVOCATION F t#dOLAT10N OF APPLICABLE PROVISIONjS A TIC [SACH B ILU IN DEPT (568.88 8® Date: 1/ /Bl 81 Receipt: 9M722Pur _ X3433M Jul 13 01 08:308 Harry McNally 904 247 5872 P. 1 1u1 11 01 09: 17a Building department 904-247-5805 P. 1 PIR10E 0 U TE APPLICATION FOR WATER AND/OR SEWER TAP APPLICANT NAME MAIUNG ADDRESS PHONE NUMBER i-r�• c ?arld- OA T E / / SERVICE REQUEST EG SERVICE LOCAnON- ° DATE SEt TO PUBLIC WORKS 7 /,Q, DATE RETURNED TO BUILDING DEPARTMENT PUBLIC WORKS DEPARTMENT PRICE QUOTE RESPONSE WATER: f SEWER: OTHER. PRICE QUOTE PREPARED SY: DATE NOTIFIED OWNER CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5626-FAX: 2475877 s ' PERMIT INFORMATION LOCATION INFORMATI()N i Permit Number: 22541 Address: 1601 BEACH AVENUE Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: _ Improv. Cost: _ OV FORMATION l Date Issued: 8/22/2001 Name: PETTWAY Total Fees: 25.00 Address: 1601 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 8/22/2001 Phone: (904)262-1264 Work Desc: IRRIGATION SYSTEM CONTRAC' ORS API Lt ATION PISS B & L LANDSCAPE CO., INC. -ER .. 25.00 .. 1�. Al "loll MOM' 4 A4 NOTICE- lNSPEC BE REQ INS SAT 4€ABT.24 HOURS PF1C2 TO INSPECTION BUILDING MATERIA- .RUBBI SrRpm THIS wokK[IiIUST NOT BE PI iGED IN OALIC SPACE,AND MUST BE CLEARED IV AND HA V1/AY BY EITHER:CONTRACTOR OR O R "FAILURE TO COMPi WITH T CSN TI UC ION LIEN I4N RES IN THE PROPERTY OWNER "GIN E TS" w, .. ISSUED ACCORDING TO APPRO�.P S,WHPH � T. F :H, AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR S . M1 I fZ5.88 14 j ATLANTIC BEACH BUILDING DEPT. CHECKS 8/2201 61 Receipt: 8883626 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMING PERMIT JOB LOCATION : OWNER OF PROPERTY: J ��%�J TELEPHONE NO. PLUMBING CONTRACTOR CONTRACTOR' S ADDRESS : 7N,9-- p STATE LICENSE NUMBER: S , TELEPHONE: HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES : x $3 . 50 + $15 . 00 MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Thomas F. Petway, III 5011 Gate Parkway, Suite 150 Jacksonville, Florida 32256 904/398-6304 April 19, 2005 Mr. Don Ford City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Re: 1601 Beach Avenue Atlantic Beach, Florida 32233 Dear Don: I enjoyed talking to you today. This is to confirm, as we agreed, I plan to install Cedar Shingles on the public access wall on my side and I agree to maintain same. Thank you for your usual cooperation! Best per reg s, Thoma F. Pet a III TFPlll:mld CITY C)F ATl_AN!TIC ;2FCF, APR 2 2 2005 BY: 1 F CITY OF ATLANTIC BEACH iJ 800 SEN 1NOLE ROAD ATLANTIC BEACH, FLORIDA 32233 4 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026361 Date 10/09/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW SFR TO REPLACE DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1133413 Owner Contractor ------------------------ -- ---------------------- PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 398-3907 (904) 296-9559 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 400AMP, 1PH, 3W, 240V, 311RACE NEW Sub Contractor R.E.BAY ELECTRIC COMPANY Permit Fee . . . . 145 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- --- ------- Permit Fee Total 145 . 00 145 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 145 . 00 145 . 00 . 00 . 00 P BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL IS6 CITY OF ATLANTIC BEACH, FLORIDA Jam:: ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: LA 20 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: �V JOB ADDRESS: O� �-� "\& RES.( APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(Y' OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW INCREASE( REPAIR( CONDUCTOR SIZE AMPS: 40 COPPER ALUM.( )j FEES S ',H-6R BREAKER AMPS I PH W VOLT RACEWAY �" EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30AMPS I 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING I CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. IKVA NO.NEON TRANSF. NO I VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atiantic-beach.fl.us Reviged 01/17 I BUILDING COATRACTOR .-I.ND OFf:tiER TOP PORTION %It'ST BF.CONIPI.F.TF.D FIRST We will not allow the budding to be occupied until the tlecuncal has been!anal inspectec ane 5r d! Bwldtng inspectiuc t Lj 't ur P l u i.approved Violation of mis agreement will rrsci++n an tmmcua r +xunnrcuun u(CICCL-tial power We air dwftrc J:being Subject to prUsecutWn LnCCr(.naplCr J! the r IU'7(10 cAulleurc Q occ anc Cie aswcldicc i—al mcniiipa!'-;z' Ricardo Morales, III E. P. Petway llkIdtn tti g Agent!?nnti ,persons m lit net.,C i1;, 1)l person icnaturc �"" — ligna:Idv Lor 1601 Baanh avA a 241-M03 {aures• n— Snit tit � \cmc..I The l uunl•.,-! The r titan.. Swom:)at%;,uns:nDmi neforc me i Lir:,.old.uos,rincc oclurc nw this DLIV\til thin�� til 2U ? )v �++��i��sn_�OLLETTE F BREWSIER Pendia � ,",nl�Pr CO�E F SkEWSiER , -Notary Public-State of Florida ±;� ;':wFli ublic-Stafe of Florida� mssionE>q�iresFeb28,2007 ,t "tMVissio e0fesFeb28,2007Commission#DD184119 ;UFr o?NP Pission#DD184119��iFF F """'�" ` Bo "til" Bonded By National Notary Ass^ y National NotaryAssn. NOTARY Pl 141 R NUTAHV PI:H1.1( ELECTRICAL CON•.rRACTOR BUILDIVG OCCUPIED yes no DATE . l-45-' OS Flectrical<'a. R.E. Bay Electric Co. , Inc. Mr Jtmm\ fhlugla Supervlwr Name of Juh __PatjtaSt_.B.eaoh-House_ Elaancai lnspeci un. City Hall Sddress: 1601 Beach Avenue Atlantic Beach, FL 32233 220 E Bav Sutci.Room 100 Jacksonv+ilc.Flonda 32202 Permit Dear SI. i respecuulk request that temporar}power;or Lnc aodress listed above be cw or !or testing propose unix I dcknaiw Icuuc b, ms ,tgnature below that I will be resp,w,hic!ur;untnr.:_In:u nm, ,,crur uuc w the encrgitin�o' Inr.era�cr rn, to Lite Linin ciccmcal inspection.and Lne appro,ai and completion of tic)un It is the customer responsibility to snake application for power with the l;t'i Compans. Electrrai Qwl!!\ing Agent NamC.Pnntcd Jr Typco �ignaturc• Sta u: - - lcrl T he Count, alt lwurn to anai.uh.enbed heforr me lhls 20 ©5_. Pcrsunail.' Ktwwr. ID _ Noutr\PIA hate it Flunala \1\ l f•\plRt a' Ashley D. Collins Commission#DD294266 `Expires February 25,2008 Im Lit tt Tia►Ittan wwatloa,Nta$W-"&7019 , CITY OF ATLANTIC BEACH v 800 SENIINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r�J33ar}f' Application Number . . . . . 03-00026361 Date 12/15/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW SFR TO REPLACE DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1133413 Owner Contractor ------------------------ ----------- --- --- ------- PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 398-3907 (904) 296-9559 ---------------------------------------------------------------------- ------ Permit PLUMBING PERMIT Additional desc . . Sub Contractor . . NORTH FLORIDA PLUMBING, HVAC Permit Fee . . . . 210 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- ------ ---------- ---------- - -- ------ - -- ----- - - - Permit Fee Total 210 . 00 210 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 210 . 00 210 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH rti PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL s CITY OF ATLANTIC BEACH ' PLUMBING PERMIT APPLICATION e• �f Date: Property Address: /& Owner: �L. iZ,4 gee;y Telephone #: 9�--390 7 Contractor: &CW_1k Oc,: uW6A Telephone #: 90 V—7 7 Contractor Address: t�r!oV6g:5Z ttu tAAL �oi4rs Y,QX. 'Fax#: / 1-02_2D /!p In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: ❑ Re-Pipe 0oZ1o3l0/ Number of Fixtures: Bath Tubs Showers Closets Shower Pans fDishwashers / Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 e-v Total Fixtures: X $7.00 + $35.00 = e22�0. 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http://www.ci.atlantic-beach.fl.us r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00029296 Date 11/17/04 Property Address . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . CONSTRUCT NEW GARAGE Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --------------- -- ---- --- ---- -- -- ---------------- PETWAY, TOM & BETTY MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6950 PHILLIPS HWY, SUITE 15 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 399-3907 (904) 296-9559 -------------------- --------------------------------------- ----------- ------ Permit TREE PERMIT Additional desc CONSTRUCT NEW GARAGE Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/17/04 Valuation . . . 0 Expiration Date 5/17/05 Fee summary Charged Paid Credited Due ------ ---------- - - -------- - ---------- ----- ----- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WffH ALL crry OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. C a BUILDING OFFICIAL CITY OF ATLANTIC BEACH r TREE REMOVAL APPLICATION ' `�Di31}r All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. ort.� C", {pg5o ,(I; s kwL, �S "�2zt� 2 -4Ss r APPLICANT NAME ADDRESS 01 TELEPHONE 2. too 113 e" Au"u-p- - - ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE (IF LEGAL DESCRIPTION, LIST CLOSEST CROSS STREET) y 3. REASON FOR PROPOSED TREE REMOVAL: �4 J Uc� 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? YES NOT SURE 5. SITE PLANITREE SURVEY indicating: a. Existing and proposed structures. b. Location of utilites and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an "X". e. Location, species and size of all trees to be perserved on-site for replacement must be marked with brackets "[ ]". f. Location, species and size of any proposed new replacement trees marked with a circle "0". g. Location, species and size of all trees to be preserved on-site with barricading at tree drip line noted. 6. ON-SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address/legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST by marked on-site by RED/ORANGE flagging, paint or tape. e. All trees to be preserved on-site for mitigation MUST be marked with BLUE/GREEN flagging, paint or tape. 800 Seminole Road,Atlantic Beach, Florida 32233 Telephone(904)247-5800 Fax(904)247-5845 1 of 4 h 8. LIST TREES PROPOSED FOR REMOVAL: DIAMETER(*) OF TREES SPECIES INTERIOR ZONE** EXTERIOR ZONE** APPLICANT'S COMMENTS OFFICE USE ONLY 1p 1 fil WtA CV%A/L iv A, o tO-A p 11� 14- Qvi A 1 -Ivro nttte1tTa.0 b,� l*l qA ►� +,H I ( I ! EIA" '0 2---' 0 ' nv (4,% ' 0 2 r;,cockm 0-`I gkttaltM 11 t 0 v CA- OA( 1 o, 6 1PtAA,.W,4 - tV z lop 9. CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: ,�Plant new trees on site b. Pay money into the Tree Fund at the current rate. c. Protect (save) other trees that qualify and mark trees to be protected on site 10. LIST, BY INCHES, EACH TREE IN THE APPOPRIATE COLUMN IN THE FORM PROVIDED BELOW: SPECIES DIAMETER OF TREE PLANT NEW TREES PAY INTO TREE FUND PROTECT L+v oa LI,4g t_�, I r-A kA 2 ;ro 71- I I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE Il, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. 1 o Lac o�- Applic Ignatu Date O n ignat re Date Tree Conservation Board Chair Date 'Diameter at Breast Height(D.B.H.), is measured at 4.5 feet above grade.To accurately determine diameter,measure the trunk circumference and divide by 3.14.Diameter of multi-trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. —Interior Zone: outside the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). "'Exterior Zone: within the 20 foot front/rear setbacks and the 7.5 feet side setbacks(see diagram on previous page). 4 Of 4 RECOMMENDED TREE LIST Atlantic Beach Tree Board These trees are recommended for North Florida if appropriately sited, planted, and cared for. Note that salt and drought tolerance varies. All trees, including those condsidered drought tolerant, require regular watering for at least one year. *American Holly (Ilex opaca) Evergreen, 50 to 100 feet tall, salt tolerant, low drought tolerance, red berries in winter. *Bald Cypress (Taxodium distichum) Deciduous, up to 150 feet tall, salt tolerant, wet soil. *Dahoon Holly (Ilex cassine) Evergreen, to 40 feet tall, salt tolerant, wet soil, red berries in winter. Drake Elm (Ulmus sp.) Deciduous, to 50 feet tall, not salt tolerant, not drought tolerant. *Eastern Cottonwood (Populus deltoides) Deciduous, to 80 feet tall, moist soil, salt tolerance unknown. *Florida Dogwood (Cornus florida) Deciduous, to 40 feet tall, low salt tolerance, not drought tolerant. *Laurel Oak (Quercus laurifolia) Semi-evergreen, to 75 feet tall, not salt tolerant, low drought tolerance. *Live Oak (Quercus virginiana)Evergreen, to 70 feet tall, salt tolerant, low drought tolerance. *Loblolly Bay (Go.rdonia lasianthus) Evergreen, to 70 feet tall, not salt tolerant, moist soil. *Longleaf Pine (Pinus palustris) Evergreen, to 120 feet tall, salt tolerant, drought tolerant. Loquat (Eriobotrya japonica) Evergreen, to 40 feet.tall, low salt tolerance, not drought tolerant, bears edible fruit. Pecan (Carya illinoinensis) Deciduous, to 100 feet,not salt tolerant, not drought tolerant, produces edible nuts. *Pine; Sand Pine (Pinus clausa) and Slash Pine (Pinus elliottii) Conifer, 70 to 100 feet tall, salt tolerant, drought tolerant. *Red Maple (Acer rubrum) Deciduous, to 80 feet tall, low salt tolerance, moist or wet soil, fall color. Red Cedar (Juniperus spp.) Conifer, 50 to 100 feet tall, salt tolerant, drought tolerant. *River Birch (Betula nigra) Deciduous, to 60 feet tall, not salt tolerant, moist soil, attractive bark. *Sabal,or Cabbage Palmr(Sabal palmetto)Evergreen, to 90 feet tall, salt tolerant, drought tolerant. *Shumard Oak (Quercus shumardii)Deciduous, to 100 feet tall, not salt tolerant, not drought tolerant. yL,l. CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD . , ? ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247 5806 FAX: (904)247-5845 a ; http://ci.atlantic beach.fl.us August 10, 2004 Mr. Tom Petway 1601 Beach Ave. Atlantic Beach, FL 32233 Tom, These are my notes from the August 6th, 2004 meeting with JEA, & Morales Construction per the underground electric project at 16th and Beach. • Four power poles will be removed or relocated including one next to the dune crossover, one on the N.E. corner, one approximately 50 feet westward on the north side of 16th St., and one on the south side of 16th St. in front of 124 16th St. • A water main is located on the south side of 16th St. at less than 2 feet depth. • JEA will provide service to three locations on the south side of 16th St., including 1598 Beach Ave., 124 16th St. and 140 16th St. (vacant lot). • New double light pole will be installed on the N.E. corner. • Discussed the shallow depth of the gravity sewer on the north side of 16th St. • Discussed the methods of construction to be used by Morales Construction, i.e. digging across the streets or boring under the streets. • John Petrie (JEA engineer) pointed out the various cables located in the project and commented on the telephone and cable companies need to be noticed before digging. • Morales will submit plans for a ROW permit to be reviewed by PW and Building Dept. • Plans review process takes about 5 days for review and permitting. • The COAB will incur no costs for this project other than normal locates. Si cerely, q1—C( Don . Ford, BO Building Official Cc: Jim Hanson, City Manager Morales Construction Co, Inc. t�•'L`1 f CITY OF ATLANTIC BEACH r BUILDING AND PLANNING c} " 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX: (904)247-5845 J http://ci.atlantic-beach.fl.us August 10, 2004 Jim, These are my notes from the August 6th, 2004 meeting with JEA, & Morales Construction per the underground electric project at 16th and Beach. • Four power poles will be removed or relocated including one next to the dune crossover, one on the N.E. corner, one approximately 50 feet westward on the north side of 16th St., and one on the south side of 16th St. in front of 124 16th St. • A water main is located on the south side of 16th St. at less than 2 feet depth. • JEA will provide service to three locations on the south side of 16th St., including 1598 Beach Ave., 124 16th St. and 140 16th St. (vacant lot). • New double light pole will be installed on the N.E. corner. • Discussed the shallow depth of the gravity sewer on the north side of 16th St. • Discussed the methods of construction to be used by Morales Construction, i.e. digging across the streets or boring under the streets. • John Petrie (JEA engineer) pointed out the various cables located in the project and commented on the telephone and cable companies need to be noticed before digging. • Morales will submit plans for a ROW permit to be reviewed by PW and Building Dept. • Plans review process takes about 5 days for review and permitting. • The COAB will incur no costs for this project other than normal locates. Sincerely, �-- c . Don C. Ford, CBO Building Official Cc: Morales Construction Co, Inc. Tom Petway CITY OF ATLANTIC BEACH BUILDING AND PLANNING 800 SEMINOLE ROAD A `s� ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 j FAX: (904)247-5845 http://ci.atlantic-beach.fl.us W111 August 10, 2004 Morales Construction Co., Inc. 6900 Phillips Hwy., Suite #15 Jacksonville, Florida 32216 Gentlemen, These are my notes from the August 6th, 2004 meeting with JEA, & Morales Construction per the underground electric project at 16th and Beach. • Four power poles will be removed or relocated including one next to the dune crossover, one on the N.E. corner, one approximately 50 feet westward on the north side of 16th St., and one on the south side of 16th St. in front of 124 16th St. • A water main is located on the south side of 16th St. at less than 2 feet depth. • JEA will provide service to three locations on the south side of 16th St., including 1598 Beach Ave., 124 16th St. and 140 16th St. (vacant lot). • New double light pole will be installed on the N.E. corner. • Discussed the shallow depth of the gravity sewer on the north side of 16th St. • Discussed the methods of construction to be used by Morales Construction, i.e. digging across the streets or boring under the streets. • John Petrie (JEA engineer) pointed out the various cables located in the project and commented on the telephone and cable companies need to be noticed before digging. • Morales will submit plans for a ROW permit to be reviewed by PW and Building Dept. • Plans review process takes about 5 days for review and permitting. • The COAB will incur no costs for this project other than normal locates. Sinc rely, Don C. Ford, CBO Building Official Cc: Jim Hanson, City Manager Tom Petway CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j rl ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026361 Date 7/17/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW SFR TO REPLACE DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1133413 Owner Contractor ------------------------ ------------------------ PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 398-3907 (904) 296-9559 --------------------- ------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . 2963 . 00 Plan Check Fee 1481 . 50 Issue Date . . . . Valuation . . . . 1133413 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 62 ST CONSTRUCTION SURCHARGE 22 . 51 AB CONSTRUCTION SURCHARGE 2 . 50 STATE RADON SURCHARGE 11 . 88 WATER CROSS CONNECTION 3.5 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ----- ----- Permit Fee Total 2963 . 00 2963 . 00 . 00 . 00 Plan Check Total 1481 . 50 1481 . 50 . 00 . 00 Other Fee Total 72 . 51 72 . 51 . 00 . 00 Grand Total 4517. 01 4517 . 01 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH S 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 yDs31%� Application Number . . . . . 03-00026362 Date 7/17/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW DET. GARAGE & GHOUSE. Application description . . . RESIDENTIAL ADD/RENOVATE/ALTER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 251737 Owner Contractor ------- -------- - - ------- ------------------------ PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 399-3907 (904) 296-9559 ---------------------------------------------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 916 . 00 Plan Check Fee 458 . 00 Issue Date . . . . Valuation . . . . 251737 -------- -------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE . 18 ST CONSTRUCTION SURCHARGE 5 . 85 AB CONSTRUCTION SURCHARGE . 65 STATE RADON SURCHARGE 3 .42 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due --------- -------- ---------- ---------- ---------- ---------- Permit Fee Total 916 . 00 916 . 00 . 00 . 00 Plan Check Total 458 . 00 458 . 00 . 00 . 00 Other Fee Total 45 . 10 45 . 10 . 00 . 00 R Grand Total 1419 . 10 1419 . 10 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03 -00026361 Date 2/13/04 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . NEW SFR TO REPLACE DEMO Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 1133413 d" Owner Contractor ---- -- - --- - - --- -- -- - ---- --- - - - - - -- -- ----- --- --- - PETWAY, ELIZABETH MORALES CONSTRUCTION CO. , INC. 1601 BEACH AVENUE 6900 PHILLIPS HWY, SUITE 11 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 398-3907 (904) 296-9559 -------------- -- -- --- ------- -- - --- -- --- - - - - --- - --- - ----- ------- - ---- - -- ----- Permit BUILDING PERMIT Additional desc ADDENDUM TO 03-26361 Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 1133413 Expiration Date 8/13/04 Fee summary Charged Paid Credited Due ---- ----- -- - - --- - - --- - - - --- - - - -- - - - - -- -- - - - - -- --- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULEI)AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHIC PART OF THIS PERMIT AND�SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL ` l`3 A J CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEWSINGLE FAMILY /NGE AND ,ILEX CONSTRUCTION)- D Dau: April 24, 2003 Job Address: 1601 Beach Avenue, Atlantic Beach, FL 32233 Owner of Proper" Elizabeth P. Petway — Address:5Q 1 1 Gate Parkway, Ste.-- 150, Jacksonville, FL Telephone: (904) 399-3907 32256-2813 Leg al Description: [Mock Number: Lot Number: _'Zoning District:_ — Contractor: Morales Construction Company, Inc. State Liccnse Number: CBC-040880 Contractor's Address: 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 : 'Telephone: (904) 296-9559 Fax: (904) 296-5846 Describe proposed use and work to be done: Build new detached garage and guesthouse Present use of land or building(s): _. Valuation of proposed construction: $251 ,737.00 Is approval or Homeowner's Association or other private entity required? No If yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ® YES. Scc Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. © NO. Applicant certifies that no trees will he removed for this project. ❑ YES. Removal of Trees will he required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and prnvidc all information as appropriate. Incomplete applications may result in delay in issuance of permit STEP 1. Vurity zoning dc%ignation :aid proper setbacks for the proposed cxmstruction. jr you arc unsure of this information, places Wntact the Plavming and Zoning Dcpunmcnt at 944-247-5826. In order to correctly verify zoning designation plca-w I•,ave Prn)pG[y Appr i%cr's Rc-d L•'siatc Number available. STEP 2. Contuse the (:nay of Atlantic Beach Dcpanmutt of Public Works to dk%c-mine if a pn:-mnstruction cr past-wntiuvcucxn tnpoguphicmi surety or grading plant is required (If not required,wrincn vt:6Iication taint he provided with this wpli4-aticuL) 'fhc Dc;raat:nent of Public Workb is Inched at:1200 Sandpip r 1 fir-Atlantic Beach.Fl, 322.53 Tcicphom:(904)247-5833 STEP 3. Submit Tree Removal Application if trees tit to he rcatovcd or rclocucd. STEP 4. Plus submit Building Permit Application, Ener Cmic forms. Notice of Commcm-cmcrit. Owner/(,mtractor Ailidavit if owner is conte ctor,and Cour(4)complete acts of construction plats to the Building Department.whiJt is locstecJ;u the Atlantic Bcach City Ilull,300 Seminole Road Atlantic BGu;h,1-71. 32233 Tcleplio nc:(944)247-SCf) 300 Seminole Road -Atlantic Bench,Florida 32233-5445 Telephone: (904)247-5800 -Fa:: (904)247-5845 • http://www.cLatiantic-beach.n.us Pave 1 R,-4iaed l/14/5)3 1n:,ddition to construction and cngineering detain,plans mtrit cunmin the following information as approprimc i'or the type of work hcing pebrtnud. Swie of drawinLK should be sufficient to depict;ill required information in a clear and lceb(c mtatncr. 1. Current%urvcy showing the propuny boundtuy with bcurinp and distances and the lcgw dcs(wirnion. 2. 1 ocatioii of all slrt►ctutcs,temporary land punnanent,including scth wics,building height,number of storics and square lixrtagc. Identify any cxi.tting structures enol uses. 3. 1f ruquiral by the Department of Public Works,a prc-c;w 4truc:tion 14Tograpthical survey. 4. Any sigti l;cant environmental 1'eatum including any jurisdictional wetlands,CCC:L natural w81cr bodies. S. Impervious Surface arca calculations: include driveways,sidewalks, patios and other impervious Surfaces, Swimming lwols may be excluded frum total Impervious Surface. 6. (hhcr information us may be apprnprimu I'cw individual applications. 1 hereby certify that sill informution provided with this application is eorrcca Sil7tatttre(,("owner• v 1 hereby ea:nify that I harvu read and cxurnincd this uppiieation and know the same to be true and cotrcct. All provisions of the luves and ordinanom 2nvcming this type of work will be aomplicd with.whct err specified herein or om Tho lganting of a permit ekes net Presume to give authority to violate or cane l the provisions of any fcdcral,stave cw load rules,rugulationc,ordinances,or laws in any manna,including the governing of construction or the performance of construction of the propeny. 1 understated that the i&%uanee ofthis permit is c opting=upon the tavvc information being true an and that t +and supporting data have been or%)tall be provided as rNuircd. SiLrl3tetrC o1'LOnlr'dtXOf: Dte1,C.`„� Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mr. Ricardo Morales, III Mailing Address: 6950 Phillips Highway, Ste. 15, Jacksonville., FL 32216 _ Telephone: (904) 296-9559 Fax: (904) 2965846 E-Mail: rick@moralesgroup.eon ASCO OWNER: Sworn to and subscribed before me this day of State of Florida,County of Duval a►av n�. COLLETTE F BREWSTER Notary's Signature: r Notcry Public-State of Florida • *C brtE)00F8b28,2007 Personally known �• ,,5�11��ttdd Comm"M#DDI 84119 ❑ Produced "►dewification 80ncimti BYNallorglWolotyAnn. Type of identification produced , AS TO CONTRACTOR; , Sworn to and subscribed before me this__��: day o'— ,ZO 0 . St to of Florida,County of Duval �¢-- COLLETTE F BR:; WSTER Notary's Signature: ,;gar neo., NotOry Public-State of Fiorida . tsFeb28,2007 �sonally known �r CommWlon*DD184119 ❑ Produced identification br>wolBVN010nulNolgryltw' Type of identification produced _ 500 Seminole Road •Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 • http://ww-*.cLatlAntic-be3ch.1l.us P2aC 2 Rcvis(xl I/14Ke3 J � CITY OF ATLANTIC BEACH ; FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1601 Beach Avenue Type of Development: Flood 7.anc: x Required Lowest Floor L•levation: 14' - 4" Garage If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that 7x)nc. No final inspection will lx: made; and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the alx)vc information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affectin the pro osed development. Applicant's Signature: Date: S �� Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative ttmscd 1/17/03 CITY OF ATLANTIC BEACH J PERMIT CALCULATION SHEET 4 Date: " Address Heated Square Footage @ $ per sq ft = $ Garage / She ' @ $ per sq ft = $ -7z Carport/Porch@ $ per sq ft= Deck @ $ sq ft = $ Patio@ $ per sq ft = $ TOTAL V UATION: $ Total Valuation �\ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: + % Filing Fee f,4*,j 4-d(E4'$ FLOOD ZONE: ( ) Fireplaces a) $35.00 $ IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ O, 0 0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( ) RADON HRS .0050 $ SECTION H PAVING ( ) $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ O. 0 0 1/13/03 k , ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r ATLANTIC BEACH,FLORIDA 32233-5445 L. TELEPHONE:(904)247-5800 :J FAX(904)247-5805 JSUNCOM:852-5800 ~' http.//ci.atlantic-beach.n.us Monday, September 15, 2003 Tom Petway 1601 Beach Ave. Atlantic Beach, Fl. 32233 Subject: Beach Access leaning wall Dear Tom, This letter is in response to our conversation of 9/11/03 pertaining to the condition of the city owned wall on the south property line of your property at 1601 Beach Ave. The wall has several areas that are leaning to the north. The City of Atlantic Beach is aware of the condition of the wall. We have taken pictures of the wall and have enclosed copies for your information. The city will not hold you or your contractor responsible for repairing the wail, as we are aware the wall was leaning prior to the start of your project. Sincerely, C Don C. Ford Building Official Cc: City Manager File Enclosures: Pictures of leaning wall 03 - �<✓�� JACKSONVILLE ENGINEERING & TESTING COMPANY, INC. GEOTECHNICAL ENGINEERING SOIL&ROCK BORINGS FOUNDATION&SUBSURFACE INVESTIGATIONS BUILDING DAMAGE ASSESSMENTS October 21, 2003 Project No. 02-J1026A Richard Skinner and Associates 2245 St. Johns Avenue Jacksonville, Florida 32204 Attention: Mr. David Case, A.I.A. Re: Inspection Report for the Auger Cast Piles at the Petway Beach House Project at 1601 Beach Avenue, Atlantic Beach, Florida Dear Mr. Case: Attached is the inspection report for the Auger Cast Piles that were installed at the above site by Dynamic Concrete Piling Company. The piles were successfully installed and meet the plans and specifications for the project. As you can see, the pile tip elevations are well below the elevation of—10 M.S.L. as required by the Division of Beaches and Shore of the D.E.P. The seven day cube strength reports are also attached. As soon as the 28-day breaks are available, I will forward those reports to you. Very truly yours, JACKSONVILLE ENGINEERING AND TESTING COMPANY, INC. Ja L ngfelde h.D., P.E. Presi ent cc: Mr. David Hull Morales Construction Company (2 copies) 200 Executive Way Ponte Vedra Beach,FL 32082 Telephone(904)285-8423 Fax(904)280-9458 PROJECT: The Petway Residence,Atlantic Beach,FL DATE: 1010212003 CONTRACTOR: Morales Construction WEATHER: Clear PILING CONTRACTOR: Dynamic PUMP CALIBRATION: 0.94 CONCRETE SUPPLIER: Florida Rock PILE DIAMETER: 14" Time Time Ground Pile Total Pile Pump Actual Geometric Pump Grout Rein. Pile No. Start End Elevation Top Elev. Lengh Tip E( v. Strokes Vol CY Vol.CY -Pro-S. Ratio Piaced 1 8:30 8:42 29.5' 23.5' 53.0' -29.75 74 2.57 2.07 2,500 1.24 YES 2 8:59 9:04 29.5' 235 53.0' -29.75 74 2.57 2.07 2,500 1.24 YES 3 9:20 9:25 29.5' 23.5' 53.0' -29.75 74 2.57 2.07 2,500 1.24 YES 4 9:41 9:48 29.5' 23.5' 56.5' -32.75 82 2.87 2.21 2,500 1.30 YES 5 10:04 10:08 29.5' 23.5' 56.51 -32.75 86 3.01 2.21 2,500 1.36 YES 6 10:30 10:35 29.5' 23.5' 56.5' -32.75 84 2.94 2.21 2,500 1.33 YES 8 10:51 10:57 29.5' 23.5' 53.0' -29.75 86 3.01 2.07 2,500 1.45 YES 9 11:25 11:30 29.5' 23.5' 53.0' -29.75 102 3.57 2.07 2,500 1.72 YES 10 11:58 12:04 29.5' 23.5' 53.0' -29.75 86 3.01 2,07 2,500 1.45 YES 7 12:30 12:38 29.5' 23.5' 53.0' -29.75 86 3.01 2.07 2,500 1,45 YES 11 1242 12:50 29.5' 23.5' 53.0' -29,75 88 3.08 2.07 2,500 1.48 YES 13 12:55 1:05 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 14 1110 1:19 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 15 1:55 2:05 295 23.5' 53.0' -29.75 87 3.04 2.07 2,500 1.46 YES 12 2:13 2:20 29.5' 23.5' 53.0' -29.75 92 3.22 2,07 2,500 1.55 YES 17 2:30 2:38 29.5' 23.5' 53.0' -29.75 92 3.22 207 2,500 1.55 YES 18 2:45 3:10 295 23.5' 53.0' -29.75 90 3.15 2.07 2,500 1.52 YES 19 3:16 3:21 29.5' 23.5' 53.0' -29.75 89 3.11 2,07 2,500 1.5 YES 20 3:25 3:41 295 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 21 4:15 4:20 29.5' 23,5' 53.0' -29.75 89 3.11 2.07 2,500 1.5 YES 23 4:30 4:45 29.5' 23.5' 56.5' -32.75 88 3.08 2.21 2,500 1.48 YES NOTE: Reinforcement consisted of four#6 bars for a length of 30'and a#7 bar for a length of 30'. PROJECT: The Petway Residence,Atlantic Beach,FL DATE: 10102/2003 CONTRACTOR: Morales Construction WEATHER: Clear PILING CONTRACTOR: Dynamic PUMP CALIBRATION: 0.94 CONCRETE SUPPLIER: Florida Rock PILE DIAMETER: 14" Time Time Ground Pile Total Pile Pump Actual Geometric Pump Grout Rein. Pile No, Start End Elevation Top Elev. Length Tip Elev. Strokes Vol.CY Voi.CY Pressur Ratio Plac 16 8:25 8:34 29.5' 23.75' 53.0' -29.75 87 3.04 2.07 2,500 1.46 YES 16 538 8:44 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 24 8:54 9:01 29.5' 23.5' 53.0' -29.75 84 2.94 2.07 2,500 1.33 YES 30 9:12 9:21 29.5' 235 53.0' -29,75 86 301 207 2,500 1.45 YES 25 9:28 9:40 29.5' 23.5' 53.0' -29.75 85 2.97 2,07 2,500 1.43 YES 22 9:44 10:00 29.5' 23.5' 53.0' -29.75 89 3.11 2.07 2,500 1.50 YES 29 10:04 10:13 29.5' 23.5' 53.0' -29.75 90 3.15 2.07 2,500 1.52 YES 28 10:26 10:35 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 27 10:49 11:00 29.5' 235 53.0' -29.75 87 3.04 2.07 2,500 1.46 YES 26 11:20 11:30 29.5' 23.5' 53.0' -29.75 89 3.11 2.07 2,500 1.50 YES 31 11:38 12:02 29.5' 23.5' 53.0' -29.75 86 3.01 2.07 2,500 1.45 YES 35 12:07 12:17 29.5' 23.5' 53.0' -29.75 87 3.04 2.07 2,500 1.46 YES 36 12:34 12:42 29.5' 23.5' 53.0' -29.75 87 3,04 2.07 2.500 1.46 YES 34 12:50 1:10 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 32 1:17 1:26 29.5' 23.5' 53.0' -29.75 88 3.08 2.07 2,500 1.48 YES 33 1:28 1:42 29.5' 23.5' 53.0' -29.75 89 3.11 2.07 2,500 1.50 YES 37 2:02 2:16 29.5' 23.5 56.5' -32.75 91 3.18 2.21 2,500 1.53 YES 40 2:25 2:35 29.5' 23.5' 53.0' -29.75 89 3.11 2.07 2,500 1.50 YES 41 2:45 3:00 29.5' 23.5' 53.0' -29,75 90 3.15 2.07 2,500 1.52 YES 39 3:05 3:17 29.5' 23.5' 53.0' -29,75 97 3,39 2.07 2,500 1.63 YES 38 125 332 29.5' 23.5' 53.0' -29.75 92 3,22 2.07 2,500 1.55 YES 42 3:40 3:55 29.5' 23.5' 53.0' -29.75 94 3.29 2.07 2,500 1.58 YES NOTE: Reinforcement consisted of four#6 bars for a length of 30'and a#7 bar for a length of 30'. CAL-TECH TESTING, INC. FILE NO.: 03-437J ENGINEERING & TESTING LABORATORY CYLINDER SET NO.: P.O.Box 1625 Lake City,FL-(904)755-3633-FAX(904)752-5456 6919 Distribution Ave.S.,Unit#5,Jacksonville,FL-(904)262-4046-Fax(904)262-4047 COMPRESSIVE STRENGTH OF CONCRETE CUBE SPECIMENS To: Morales Construction Co., Inc., 6950 Phillips Hwy.-Ste. 15,Jacksonville, FL 32216 Project Name: Petway Residence Project location: Atlantic Beach, FL Project Contractor: Morales Construction Co., Inc. Concrete Supplier: FL Rock Report Date: 10/09/03 Specified Strength for Structure: Slump(inches): Air Content(percent): Q psi: 4000 Q days: 28 10.. N/A Z Mix Type: (� ®Normal wt. ❑Lightweight ❑Mortar Mix❑ Pump Mix ❑ Grout ❑ Other: p Plasticizer Added: LJYes 0 No If"Yes", LJ At Plant At Jobsite Date: Time Concrete Batched: Time Concrete Sampled: Sampled By: 10/02/03 3:35 PM 4:17 PM Lyons Concrete Truck No.: Ticket No.: Size of Load (c.y.): Weather Conditions: 67 1898776 8 Yds. Clear Extra Water Added at Job Site: LJ Yes o es gal.: Extra Water Authorized by: c.y.: Plasticizer Added at Job Site: gal.: c.y.:, NIA Slump(inches): Air Temperature(°F): Concrete Temperature(°F): Wet Weight(p.c.f.): 10" 820 810 N/A Air Content(%by vol): Molded and Cured to ASTM C-31: Tested to ASTM C-109: N/A ❑ Yes ❑ No ® Unknown F-*] Yes ❑ No Location of Concrete Placement: Cast Auger Piles SPECIMEN I.D. EST SPECIMEN SIZE N0. DATE TESTED D.LAB DATE RECEIVED IN AGE TOTAL LOAD TEST STRENGTH TYPE OF SPECIMEN WEIGHT(air LAg (days) DIA.(in.) AREA(sq.in.) (pounds) (ps.l.) FRACTURE dry-lbs.) A 10/06/03 10/09/03 7 2" 4" 9,190 2300 NIA B 10/06/03 10/30/03 28 C 10/06/03 10/30/03 28 D 10/06/03 HOLD H REMARKS: 'CONCRETE TEST SPECIMENS CURED IN ACCORDANCE WITH ASTM-31 AFTER BEING RECEIVED IN LAB- 1 2 The test results presented in this report are spec only to the samples tested at the time of testing. The test was performed in accordance with generally accepted methods and ` standards. Since material conditions can vary between test locations and change with time, , sound judgement should be exercised with regard to the use and interpretation of the data. Respectfully Submitted, CAL-TECH TESTING, INC. coNE WNE-SPLIT CONE-SRW SHEAR SP IT Reviewed By: Q,14 Linda M. Creamer Florida Registration 403 President-CEO Date• di�v3 CAL-TECH TESTING, INC. FILE NO.: 03-437J ENGINEERING & TESTING LABORATORY CYLINDER SET NO.: P.O.Box 1625 Lake City,FL-(904)755-3633-FAX(904)752-5456 2 6919 Distribution Ave.S.,Unit#5,Jacksonville,FL-(904)262-4046-Fax(904)262-4047 COMPRESSIVE STRENGTH OF CONCRETE CUBE SPECIMENS To: Morales Construction Co., Inc.,6950 Phillips Hwy.-Ste. 15,Jacksonville, FL 32216 Project Narne- Petway Residence Project Location: Atlantic Beach, FL Project Contractor: Morales Construction Co., Inc. Concrete Supplier: FL Rock Report Date: 10/09/03 Specified Strength for Structure: Slump (inches): Air Content(percent): Q psi: 4000 Q days: 28 10.. ID Mix Type: 0 ®Normal wt. ❑Lightweight ❑Mortar Mix❑ Pump Mix F-] Grout r__J Other: N W Plasticizer Added: Yes No If"Yes", LJ At Plant At Jobsite Date: Time Concrete Batched: Time Concrete Sampled: Sampled By: 10/02/03 3:35 PM 4:17 PM Lyons Concrete Truck No.: Ticket No.: Size of Load (c.y.): Weather Conditions: 67 1898776 8 Yds. Clear Extra Water Added at Job Site: Yes No es ga.: Extra Water Authorized by: c.y.: _ _ _ __ _ NIA Plasticizer Added at Job Site: gal.: c.y.: Slump(inches): Air Temperature(OF): Concrete Temperature(OF): Wet Weight(p.c.f.): 10" 820 810 NIA Air Content(ala by vol.): Molded and Cured to ASTM C-31: Tested to ASTM C-109: N/A ❑ Yes ❑ No ® Unknown 0 Yes F-1 No Location of Concrete Placement: Cast Auger Piles SPECIMEN LD.LAB DATE RECEIVED IN AGE TEST SPECIMEN SIZE TOTAL LOAD TEST STRENGTH TYPE OF SPECIMEN WEIGHT(air NO. LAB DATE TESTED (days) DIA.(in.) AREA(sq in.) (pounds) (P.s.l.) FRACTURE dry4bs.) A 10/06/03 10/09/03 7 2" 4" 10,913 2730 N/A B 10/06/03 10/30/03 28 C 10/06/03 10/30/03 28 D 10/06/03 HOLD H REMARKS: 'CONCRETE TEST SPECIMENS CURED IN ACCORDANCE WITH ASTM-31 AFTER BEING RECEIVED IN LAB. 1 2 3 4 5 The test results presented in this report are specific only to the samples tested at the time Of testing. The test was performed in accordance with generally accepted methods and Y standards. Since material conditions can vary between test locations and change with time, sound judgement should be exercised with regard to the use and interpretation of the data. Respectfully Submitted, CONE GONE-SPLIT GONESHEAR SHEAR SPLIT CAL-TECH TESTING, INC. COLUMNAR Reviewed By: Linda M. Creamer Florida Registrat' n P& YZ40363 President-CEO ate= a JJ4;1p CAL-TECH TESTING, INC- FILE NO.: 03-437J ENGINEERING & TESTING LABORATORY CYLINDER SET NO.: P.O.Box 1625 Lake City,FL•(904)755-3633•FAX(904)752-5456 3 6919 Distribution Ave.S.,Unit#5,Jacksonville,FL•(904)262-4046•Fax(904)262-4047 COMPRESSIVE STRENGTH OF CONCRETE CUBE SPECIMENS To: Morales Construction Co., Inc.,6950 Phillips Hwy.-Ste. 15,Jacksonville, FL 32216 Project Name: Petway Residence Project Location: Atlantic Beach, FL Project Contractor: Morales Construction Co., Inc. Concrete Supplier: FL Rock Report Date: 10/10/03 Specified Strength for Structure: Slump(inches): Air Content(percent): H psi: 4000 10" NIA Q days: 28 Mix Type: ®Normal wt. ❑Lightweight ❑Mortar Mix❑ Pump Mix ❑ Grout ❑ Other: N W Plasticizer Added: Yes X No If"Yes", LJ At Plant At Jobsite Date: Time Concrete Batched: Time Concrete Sampled: Sampled By: 10/03/03 7:25 AM 8:35 AM Lyons Concrete Truck No.: Ticket No.: Size of Load (c.y.): Weather Conditions: 8712 1899905 8 Yds. Clear Extra Water Added at Job Site: LJ Yes LANO ites ga.: Extra Water Authorized by: c.y.: N/A Plasticizer Added at Job Site: gal.: c.y.: Slump(inches): Air Temperature (°F): Concrete Temperature (°F): Wet Weight(p.c.f.): 10" 840 820 NIA Air Content(%by vol.): Molded and Cured to ASTM C-31: Tested to ASTM C-109: NIA ❑ Yes ❑ No ® Unknown Yes ❑ No Location of Concrete Placement: Cast Auger Piles SPECIMEN 1,O.LAB DATE RECEIVEDTEST SPECIMEN SIZE ED IN AGE TOTAL LOAD TEST STRENGTH TYPE OF SPECIMEN WEIGHT(air N0. LAB DATE TESTED (days) DIX(in.) AREA(sq.in.) (pounds) (ps.l.) FRACTURE dry-lbs.) A 10/06/03 10/10/03 7 2" 4" 9,514 2380 N/A B 10/06/03 10/31/03 28 C 10/06/03 10131/03 28 D 10/06/03 HOLD H REMARKS: 'CONCRETE TEST SPECIMENS CURED IN ACCORDANCE WITH ASTM-31 AFTER BEING RECEIVED IN LAB. 1 2 4 $ The test results presented in this report are specific only to the samples tested at the time of testing. The test was performed in accordance with generally accepted methods and standards Since material conditions can vary between test locations and change with time, x sound judgement should be exercised with regard to the use and interpretation of the data. Respectfully Submitted, GONE COME-SPLIT GONE-SHEAR SHEAR SPLIT CAL-TECH TESTING, INC. COLUMNAR Reviewed By: (Il Z114AIIA Linda M. Creamer Florida Registratio N .: 0363 President-CEO Dale: 3 acs CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 aV Application Number . . . . . 03-00026898 Date 9/18/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . TEMP POLE TP01 Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------- --- ------- ------ ---------------- - ------- PETWAY, ELIZABETH R.E .BAY ELECTRIC COMPANY 1601 BEACH AVENUE 2368 HARPER ST ATLANTIC BEACH FL 32233 JACKSONVILLE FL 322041714 (904) 399-3907 (904) 356-1271 ------------ ---- --------------------------------------------------------- --- Permit ELECTRICAL PERMIT Additional desc 70 . 00 Plan Check Fee . 00 Valuation . . . . 0 .rged Paid Credited Due ------- ---------- ---------- ---------- 70 . 00 70 . 00 . 00 . 00 . 00 . 00 . 00 . 00 City 0 Atlantic Beach 70 . 00 70 . 00 00 00 *** CUSTOMER RECEIPT *** O r: CKOMOREK Type: OC Drawer: 1 D e: 9/18/03 01 Receipt no: 90605 Description 4uantity Amount 2003 6898 BP BUILDING PERMITS 1.00 (70.00 2003 26897 BP BUILDING PERMITS 1.00 $70.00 Tender detail CK CHECKS 12568 $140.00 Total tendered $140.00 Total payment $140.00 Trans date: 9/18/03 Time: 9:55:39 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL „� Si't 1�L1 fJr CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: V7 Szp\ -206,1 IMPORTANT NOTICE: A IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITTY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL CONTRACTOR: -K�-C MASTER ELECTRICIANS SIGNATURE: OWNER OF PROPERTY: JOB ADDRESS: mqa� RES.(Q APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW(() OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.(} ) SIGNS( ) SQ. FT. SERVICE: NEW INCREASE( ) REPAIR( CONDUCTOR SIZE -O` AMPS: /00 COPPER ALUM.( ) FEES 9VV" 'BREAKER AMPS ` PH 3 W VOLT RANWAY EXIST. SERV. SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONQEALED OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT& M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING H.P. RATING CEIL. KW-HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS UNDER 600V OVER 600V TRANSFORMERS: NO. � KVA NO. KVA NO.NEON TRANSF. NO VA MA MOTOR SIZE SWITCH FLASHERS EACH SIGN 800 Seminole Road - Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ei.atiantic-beach.fl.us RPv;ged n 1 n SMI ti CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD �S ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 J r} SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Monday, September 15, 2003 Tom Petway 1601 Beach Ave. Atlantic Beach, Fl. 32233 Subject: Beach Access leaning wall Dear Tom, This letter is in response to our conversation of 9/11/03 pertaining to the condition of the city owned wall on the south property line of your property at 1601 Beach Ave. The wall has several areas that are leaning to the north. The City of Atlantic Beach is aware of the condition of the wall. We have taken pictures of the wall and have enclosed copies for your information. The city will not hold you or your contractor responsible for repairing the wall, as we are aware the wall was leaning prior to the start of your project. Sincerely, '� C"'- c -;7-4 Don C. Ford Building Official Cc: City Manager File Enclosures: Pictures of leaning wall F CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1 N ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026630 Date 8/11/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name . . . . . . DEMOLITION OF SFR Application description . . . DEMOLITION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PETWAY, ELIZABETH OMNI DEMOLITION 1601 BEACH AVENUE 10334 MACON ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32218 (904) 399-3907 (904) 764-5009 ---------------------------------------------------------------------------- Permit . . . . . . DEMOLITION PERMIT Additional desc . . Permit Fee . . . . 100 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 100 . 00 100 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 100 . 00 100 .00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH DEMOLITION PERMIT APPLICATION Y Date: Job Address: Owner ofProperty: MDN CL3 ' QACAJtA--; Address: S-b// 60-k )-/I 1,J J Telephone: Legal Description: Block Number: I'C cz ,&,',e Lot Number: �Zoning District: Contractor: _L 1jY1 P �,�;�i;, State License Number: Contractor's Address: 1 036(4 (�)tZC fl , Telephone:(90y) 7&V-S&L) 9 Fax: .c�b�) 7(o`1 ' DS9>2- Describe proposed use and work to be done: in ct_ \J �u Present use of land or building(s): Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this project involve changes in elevation,site grade or any use of fill material or the removal of any trees." ❑ NO. Applicant certifies that no change in site grade or fill material will he used on this project. ❑ YES. See Step 2 below. Approval of the Public Warks Department is required prior to issuance of a Building Permit. ❑ NO. Applicant certifies that no trees will be removed for this project. ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriate. Incomplete applications may result in delay in issuance of permit. STEP 1. Attach Tree Removal Application if trees are to be removed or relocated. I hereby certify that 7777-- ication is correct. Signature of Owner: _ Date:O e k —D-T I hereby ccrtif_y that 1 have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with.whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances.or laws in any manner,including the governing of construction or the performance of construction of the property. 1 understand that the issuance of this permit is contingent upon the above inlbrtnation being true and correct and that the plans and supporting data have been or shall be provided as required. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (904)247-5845 •http://www.ei.atiantic-beach.fl.us Page 1 Revised 114.03 Si,,mature of Contractor:D" Address and contact information of person to receive all correspondence regarding this application(please print)_ Name: q�c - - `owk Mailing Address:: L �CC� Telephone: -%9— /lam K Fax: &M �I •� AS TO OWNER: V Sworn to and subscribed before me this __ day of Qj 7 State of Florida,County of Duval _ Notary's Signature: ei;* STACIE PRINGLE ,.^GtON#DD 103129Personally known 19 2005 rodiieed identification ��iFdE� °nvn1efS Type of identification produced _ AS TO CONTRACTOR: Sworn to and subscribed before me this 0 day of20 �.�. t State of Florida,County of Duval Notary's Signature: Virginia Mametz Commission 01)161393 Personally known *' • '*"Ex ites:Oct 28,2006 ❑ Produced identification �. ..: P .��• o Bonded'Thru Type of identification produced Atlantic Bonding Co.,Inc. 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 •Fax: (404)247-5845 •http:!/www.ei.atlantic-beach.fl.us Page 2 Revised 1;14,03 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: Address_/ � � � N � � - � 4 G Cy S p , (Ij Heated Square Footage 2-0 @$ per sq ft = $ Garage/ Shed @$ per sq ft = $ Carport/Porch @$ per sq ft = $ Deck @$ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $_ 2 5-1 .3 $ Total Vaduation 1St $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: (I - 2- + 1/Z Filing Fee $ FLOOD ZONE: �� ( ) Fireplaces @ $35.00 $ IMPERVIOUS SURFA(CE: I - BUILDING PERMIT FEE $ WATER IMPACT FEE $ ( -- SEWER IMPACT FEE $ - WATER METER/TAP $ -0 CAPITAL IMPROVEMENT$ -b- SEWER TAP $ -D C (?to) RADON HRS .0050 $ SECTION H PAVING ( ) $ -D - CROSS CONNECTION $ 3 S` STOoo ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1!13!03 Schlueter, Jennifer From: Showman, Lisa Sent: Thursday, July 17, 2003 8:19 AM To: Schlueter, Jennifer Subject: 26361 & 26362 FYI --Approved in AS400. III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No NIA 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy formal Yes✓No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes ^o NIA 9 7 _ (FBC 13-602.I.ABC.1.1) G4. Is the"R"value for added insulation on exterior walls shown? Yes✓�fo NIA PLANS EXAMINER: FO 1 DATE: S. Is the"R"value for ceilings shown? (FBC 13-604.LABC.1) Yes V�yo N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes �/)i'o N/A OWNER: 1�/t TW/� y JOB ADDRESS: Q 7. Are Energy Credits Claimed? Yes No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A No CONTRACTOR: / ofoof f.c:�5 PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A v/ C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No N/A t� (CIRCLE) I. Survey: / IV Foundation Plan: I. Is a specific purpose survey submitted? Yes V o N/A 1. Are all footings shown,including interior bearing walla, 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes /jNo N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes V/' No N/A in an"A"or"V"zone7 Yes No N/A✓ 3• Are all elevation changes in slab shown? Yes Y o N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A`� 4. Is minimum concrete PSI shown? Yes� N N/A 5. Is property in a flood way? Yes No N/A ✓/ 5. is slab reinforcement shown? Yes ✓rvo NIA 6. Is flood way line shown? Yes No NIA •✓, A. Wire mesh size and gauge? Yes No N/A w-'- B. B. Fbermesh reinforcement? - _ _. Yea �o N/A V 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes' No N/A H. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes V4o N/A 1. Are plans sealed by architect or engineer? Yes>✓No N/A 8. Is type of soil treatment for termites shown?(FBC 18 16) Yea No -NIA A. Are structural calculations submitted? Yes ✓JJo N/A 9• Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes No N/A Strength of not less than 2500 PSI at 28 days? ----No N/A g y (FBC 1804.5.1) Yes 3. Is exposure category shown? (FBC 1606.1.8) Yes alto N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A (FBC 1805.1) Yes_a' No" "�N/A 5. Are pressures for wind loading on components and cladding r Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loading on components and cladding e' V. Typical Wall Section: Shown per FBC 1616.2.57 Yes V No N/A 1. Is finished grade shown? Yes /,No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? 'Yeso N/A stories and allowable areal Yes ""No NIA A. Minimum 8"above adjacent grade? Yes o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 / B. Flood protection elevation? Yes�No N/A / for structural elements? Yes 1/No N/A C. Base flood elevation? Yea o NIA�/ 9. Are plans designed per SSTD 10-997 Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yea No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓/ (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A ./ 4. Are all footing sizes shown? Yes �o N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes VXo N/A Construction in High Wind Areas'"I Yes v oto N/A 6. Is vertical reinforcement shown? Yea ��V///V///No NIA A. Are all appropriate charts and tables shown? Yes N/A 7, Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes o N/A A. Is exterior wall finish shown? Yes ✓ NIA it. Are plans designed per"WPPC Guide to Wood Construction in // B. Is interior furring shown? Yes ✓ o N/A High Wind Areas? Yes V o N/A C. Is exterior wall insulation shown? Yes Volo N/A A. Are all appropriate charts and tables shown? YesV JVo N/A D. Is exterior wall finish shown? Yea No N/A B. Are all appropriate requirements circled or highlighted? Yes�/No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. la stud size,spacing,grade and lumber species shown? Yen No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"7 Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yea No N/A r A. Are all appropriate charts and tables shown? Yes No NIA �/ C. Are nailing requirements(size and spacing)shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A s/ (FBC Table 2306.1) D. Is exterior wall finish shown? Yea VAN N/A 15. Does bedroom open directly into garage? Yea N.,,/N/A E. Is interior wall finish shown? Yes No N/A 16. Does the number of bedrooms shown on plans match the number � F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes✓No N/A grade shown? (FBC 2304.2.5) Yeso N/A G. Are shear wall segments shown? Yes ,/�7o N/A 17. Is Designer's name and address shown on plans? YesNo N/A A. Type of hold-downs shown? Yes�o N/A 18. Do egress doors and landings comply with FBC 10 12.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes�o N/A and FBC 1012.1.57 Yes t/�(o N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes Xie N/A I9. Are habitable rooms shown with the minimum light and ventilation /.t �/ requirements of FBC 1203.17 Yes o N/A IL Is ceiling type shown,drywall thickness? Yes No NIA 9 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes tf o N/A wind load requirements for components and cladding per FBC 16067 Yes o N/A B. Are conventional frame rafters used? Yes V�No N/A 21. Does floor plan show firep{ace7 Yea )No N/A 1. Rafter size shown? Yes g//o N/A 22._ Are stair details shown? Yes 4No N/A 2. Species of lumber shown? Yes�o N/A A. Is minimum stair width shown? (FBC Table 1004) Yes �,w//No N/A 3. Grade of lumber shown? Yes.,�No N/A B. Are tread and riser sites shown? (FBC 1007.3) Yea 1/,Jo N/A C. Type of roof sheeting shown? Yes,V No N/A C. Do spiral stairways comply with FBC 1007.8.1? Yes t/xIo N/A 1. Thickness of roof sheeting shown? Yes /�0 N/A D. Are required landing shown? (FBC 1007.4)? Yea No N/A 2. Grade of roof sheeting shown? Yes t//No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes✓ No N/A 3. Nailing pattern of roof sheeting shown? Yea Of No N/A 23. If floor plan shows mixed construction,are mixed SII! f (FBC Table 2306.1) / Construction details shown? (May require engineering.) Yes• ,No N/h✓ D. Weight of Dry-In felt shown? Yes vjNo NIA 24. If required,are tenant separations shown? Yes No NIA E. Type of roof cover shown? Yea,/No N/ A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yea No WA 25. Are all columns and beams shown for porches and lanais? Yes�No N/A' 2. Attachment of file roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes o NIA (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yea o N/A 3. Other roof covering and attachments shown? Yes N/A 26. Are all lintel and beam details shown? Yes 1,#0�10 N/A F. Length of roof overhang shown? Yes - No NIA 27. Are engineering details provided for butt glass? Yea U^0 N/A O. Type of soffit and fascia shown7 Yes✓�Jo N/A H. Attic ventilation shown? Yea�/No N/A 1. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes ✓pio NIA 1. Are engineered truss plans provided showing bads,uplifts and / J. Type and gauee of cave metal shown? Yes No N/A required connections? Yes V No N/A 2. Are all headers,beams,girders and interior bearing walls shown7 Yes e% N/A 3. Framed roof Vl. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yea No N/A/ application? Yes V/ N/A B. Is ceiling joist plan shown,including size,spacing, / 2. Are a1{room dimensions shown? Yes flo NIA species,grade of lumber,span and connections? Yes No N/A 3. Are all door and window sizes shown? Yes No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yes ✓No N/A grade of lumber and connections? Yes No N/A 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes v/No NIA of lumber? Yes No N/AA'e' 6. Are all vertical reinforcements shown? Yes f/No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes�/ No N/A _ pattern? Yes✓ Ido N/A 8. Are all hold-downs and hurricane anchorages shown? Yes�jNo N/A 9. Is required attic access shown? Yes✓,/No NIA 10. Are all plumbing fixtures shown? Yes t✓jJo NIA VIII. Floor Framing. H. Are all electrical fixtures shown? Yes „// N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes No NIA uplifts and connections? Yes✓No N/A A. Is air handler and condenser location shown? Yes✓'iNo N/A 2. Is joist plan provided,showing size,spacing,span,species, / B. Are exhaust fans shown? Yes-✓�Vo NIA grade of lumber and counec[iona7 Yes „/No j NIA 13. Are all smoke detectors shown? (FBC 905.2) Yes No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes ; No N/A Have a 29"net clear door opening and handicap accessible route? (FBC I I-1 l) Yea No N/A CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX: (904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.R.us " PLAN REVIEW COMMENTS Permit Application #U/� ` V3 I ApplicantMor-a U_S /'"�_`�t►'Z 1 �) ©'1 p'1 .U� C- Address: 1112 0 ( C v t Project: -0 v 6 °,ryy' O o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 i TELEPHONE: (904)247-5834 FAX:(904)247-5843 SUNCOM: 852-5834 r + http://ci.atlantic-beach.ft.us PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0� - 2-Lo-'3 Applicant: K` o ra L.0 _S L . �'1 � f Ian Cc) , .� i- Address: LoC) I Proj ect: N C-VJ X, Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. ❑ Your permit application has been reviewed by the Public Utilities Department and the following items need attention: a Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Donna Kaluzniak, Public Utilities Director Date '2 Signature Contractor Notified Date DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 � 1 TELEPHONE:(904)247-5834 �► FAX:(904)247-5843 '.. � SUNCOM: 852-5834 http://ci.atiantic-beach.R.us c V PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # 0'?5 -a Lr--3 Cjr Applicant: Address: C '1 T TVA Project: cJL Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. o Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Al- Please submit these requirements to the Public tilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. guclt A, Reviewed by Donna Kaluzniak,Public Utilities Director �//'i Date ignature Contractor Notified Date USE LONG RADIUS 45' BENDS CONSTRUCT STANDARD �w CLEAN—OUT v? SANITARY SEWER NOTE: FOR DOUBLE WYE, USE NECESSARY FITTINGS MAIN AND BENDS TO ALIGN WITH EXIST. LATERALS. i �j 30 deg. ( L.R. BEND 2'! TYP, t i - ----- -- — --- — -- — — --- — — --- -------- --------- ---------- i PROPERTY j i LINE j2'! TYP. 6" SERVICE INSTALL STANDARD ! 1 PIPE, ALIGNED WITHI PROPERTY LINE SEWER WYES 45 deg W/6" PLUG AT END. O i WYE � DOUBLE WYE P LA N CONSTRUCT STANDARD CLEAN—OUT i i j j. CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1601 Beach Avenue Type of Development: ! Single Family Residence Flood Zone: x Required Lowest Floor Elevation: 271 - 611 NGVD If building is located within a flood hazard 7.one, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that sone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be providedas required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: Date: 0 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey tiled with Building Department: Building Department Representative Reviud 1/17/03 CITY OFATLANTIC BEACH 800 SEMINOLE ROAD t e ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 http://ci.atiantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # U— �'�3Go I Applicant: MCL-C'L U S ��Y�SY t-t t�?'1 C-0, C Address: 1Lq01 Project: N C'W o Your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed Date Contractor Notified Date . S�ui r J w� r ^) tJ ' CITY OF ATLANTIC BEACH BI,IILDINC PERMIT APPLICATION (FOR NEW SINGLE• FAMILY RESIDENCE AND DUPLEX CONSTRUCTION}- Date: April 24, 2003 Job Address: 1601 Beach Avenue, Atlantic Beach, FL 32233 Owner of Pro Elizabeth P. Petway Address.-5011 Gate Parkway, Ste. 150, Jacksonville, FL Telephone: (904) 399-3907 32256-2813 Legal Description: Block Number: Lot Number: Luning District:, Contractor: Morales Construction Company, Inc. Slate Liccrise Number: CBC-040880 Contractor's Address: 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 Telephone: (904) 296-9559 Fax:—(904) 296-5846 Describe proposed use and work tv he done: Build new detached garage and guesthouse Present use of land or building(s): Valuation of proposal construction: $251 ,737.00 Is approval or Homeowner's Association or other private entity required? No If yes, please submit with this application. Will thine project involve changes in elevation,site ar2de or any use of ftp material or the removal of any trees' ❑ NO. Applicant certifies that no change in site grade or fill material will be used on thi%project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ® NO. Applicant certifies that no trees will he removed for this project ❑ YES. Removal of Trees will he required for this project. TREE REMOVAL PERMIT 1S REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as aporoDriate. Incomplete applications may result in delay in issuance of permit STEP 1. Verify zoning designation mid proper setbacks for the proposed wmtruction. If you are unsure of this information, plcusc uintaet the Pturming and Zoning Dcpartmcm at 904.247.5826. In order to correctly verify zoning desitmation, picasc have PrupG ry Appn;%cr's Rc J L•:s'tatc Number available. STEP 2. Contticl the (:lty of Atlantic Dcacli 0cparlment of Public Works to dactminc if a pre-construction or liosl unstruction t0po9z1phical sttrvcy or Vading plait is required. (If not required,written vuriliration chose lac:provided with this app)ic:uirni.l The Dcpwl- m t of Public works is(stented at; 1200 Sandpipa l wx:.Atlamic Reacts,Ft. 322x3 'Telephone:(904)247-58.34 STEP 3. Submit Trac Kcmovul Application iftrccs art to he removed or relocated. STEP 4. Plu a submit Building Permit Application, Energy Cocic Morals. Notice of Commenca icnt, Owntr/(:cnitraetor Ailidavit if owner is contructor,acid Ccwr(4)oomplete acts of construction piam to the Building Depu-i hent,whim is located at the Atlantic Beach City l lull,300 Seminole Road.Atlantic Bczuh,VL 32233 Telephone:(904)247-Sr-O 400 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (904)247.5800 •Fa:: (904)247-5845 -http://www.cLatl2ntic-be3ich.a.us Page 1 xevsed 1114ni3 In u dditiorn to construction cued engineering dctttii,plans mu+t amtain t2tc following information a ropriate i'trr the type of work being; perlormo d. Swlc otdtnwinLK simuld be suilicicnt to depict all required itmfortna6on in a clear and legible mtmna. I. Cuercnt survey showing the property boundary with bcarinp and di.%==and the Icyml description. 2. i x=titxt of al %nwtum&tcmpurary and purmanent,including setbacks,building;height,number of stories and square kx)U1W. ldcntify any eaisAing:.structur"i and uses. 3. If rcquirml by the I)cpwtmcnt of Public Works.a prc-c instruction toT'C�phical survey. 4. Any significant environmental li:awtec,including arty jurisdimiacusl watands,CCC:I—natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios aad other impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. (hhcr information us may be appropriate fox individual applications. i hereby certify that alt information provided with this application is correct. f _-.�Sigcaturc crl'owncr: Date: - U i hereby canify that 1 have read wed cxuminud this upplicution and Know the same to be true and corruct. All provisions of the laws and Ordinances govcrnietg this type of w,,rk will be complied with.Whether specilied herein or not. The granting of a permit(kxm not presume to give authority for violate or canal the provisio ms of any federal,stag:or local rules.regulations,ordinances.or laws in any mm"cr.including the governing of eonstrueaion or the petiunnance of anntructitm of the property. I understand that the ixsuanco of this permit is oxuingt upon the above infimnation being tr7an . andthaft %-and supporting data have been or%hail be provided as r(xluircd. Signature of Contrccxor: Dolt: Address and contact information of person to receive all correspondence regarding this application(please print). Name: Mr. Ricardo Morales, III T Mailing Address: 6950 Phillips Highway, Ste. 15, Jacksonville., FL 32216 Telephone: (904) 296-9559 Fax. (904) 296-5846 ^E-Mail: rick@moralesgroup.com ASCO OWNER: Sworn to and subscribed before me this day of State of Florida,County of Duval COItETTE F BREWSTER Notary's Signature: =��P t,•-Notary Public-State of Florida •=.WConnwtlonE>PwFab28,2007 Personally known Comtrwslon#DD1841 i9 ❑ Produced identification "4"" , 8WXbdByNollonc1N0kVYAum Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this_ 0 day of State of Florida,County of Duval ��u"r"a•,,, COIIETTE F,BR WSTER Notary's Signature: =Notary Public•Stone of Florida • MCt>mnWMon80ftFeb26,2007 �sonally known Commhtiwt*DDI 841) ❑ produced identification SYNdlortdNolglyAyn Type of identification produced _ 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Telephone: (404)247-5800 •Fax: (904)247-5845 - httpJ/wwwxLatlnntic-bcach-il.w page 2 Revised 11I41r)3 In CITY OF A'T'LANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1601 Beach Avenue Type of Development: _ Flood Zonc: x Required Lowest Floor Elevation: 141 - 4° Garage If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certi-ficate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS; Applicant Acknowledgement: 1 understand that the issuance of this permit is contingent upon the above; information being correct and that the plans and supporting data have been or shall be provided as required. 1 agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affectin the pro sed development. Applicant's Signature: Date: 0� Department Ilse: Required lowest floor elevation: As built lowest floor elevation: Survey tiled with Building Department: Building Department Representative tiCWU4 1/17/03 a � e FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 0217 Builder: Address: 1601 911Fve. Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New — 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:23.9 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 13.00 — 4. Number of Bedrooms 1 — b. N/A _ 5. Is this a worst case? Yes _ — 6. Conditioned floor area(ft2) 720 W c. N/A — 7. Glass area&type — — a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 158.0 ft' _ a. Electric Heat Pump Cap:22.0 kBtu/hr — c. Tint/other SHGC-single pane 0.0 ft2 — HSPF:8.15 _ d. Tint/other SHGC-double pane 0.0 ft2 b. N/A — 8. Floor types — — a. Slab-On-Grade Edge insulation R=3.0, 108.0(p)ft ^ c. N/A b. N/A — — c. NIA 14. Hot water systems 9. Wall types — a. N/A — a. Concrete,Int Insul,Exterior R=11 A,448.0 ft2 b. Concrete,Int Insul,Exterior R=11.0,368.0 112 — b. N/A — c. N/A — — d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types — DHP-Dedicated heat pump) a. Under Attic R=22.0,720.0 W — 15. HVAC credits PT, b.N/A — (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts — PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Not In Attic Sup.R=6.0,26.0 ft — MZ-C-Multizone cooling, b.N/A MZ-H-Multizone heating) Glass/Floor Area: 0.22 Total as-built points: 9353 PASS Total base points: 10818 1 hereby certify that the plans and specifications covered Review of the plans and �ItE sr by this calculatiot-i are in cornplianre with the Florida specifications covered by this yoF = Ap o Energy Code. calculation indicates compliance PREPARJED : with the Florida Energy Code, Before construction is completed DATE: "P, 0- 0� this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in c0D wE compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version:FLRCPB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT FGLASSESditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 720.0 20.04 2597.2 Double,Clear W 0.0 0.0 48.0 36.99 1.00 1775.4 Double,Clear E 0.0 0.0 50.0 40.22 1.00 2011.2 Double,Clear S 0.0 0.0 15.0 34.50 1.00 517.5 Double,Clear N 0.0 0.0 45.0 19.22 1.00 864.8 As-Built Total: 158.0 5168.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 448.0 0.40 179.2 Exterior 816.0 1.70 1387.2 Concrete, Int Insul,Exterior 11.0 368.0 0.40 147.2 Base Total: 816.0 1387.2 As-Built Total: 816.0 326.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Base Total: 21.0 128.1 As-Built Total: 21.0 128.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 720.0 1.73 1245.6 Under Attic 22.0 720.0 2.11 X 1.00 1519.2 Base Total: 720.0 1245.6 As-Built Total: 720.0 1519.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 108.0(p) -37.0 -3996.0 Slab-On-Grade Edge Insulation 3.0 108.0(p -37.20 -4017.6 Raised 0.0 0.00 0.0 Base Total: -3996.0 As-Built Total: 108.0 -4017.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 720.0 10.21 7351.2 720.0 10.21 7351.2 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB Q.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 8713.3 Summer As-Built Points: 10476.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x RSM x AHU) 10476.1 1.000 (1.090 x 1.147 x 1.00) 0.263 0.950 3266.7 8713.3 0.4266 3717.1 10476.1 1.00 1.250 0.263 0.950 3266.7 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF= Point .18 720.0 12.74 1651.1 Double,Clear W 0.0 0.0 48.0 10.77 1.00 516.7 Double,Clear E 0.0 0.0 50.0 9.09 1.00 454.6 Double,Clear S 0.0 0.0 15.0 4.03 1.00 60.5 Double,Clear N 0.0 0.0 45.0 14.30 1.00 643.7 As-Built Total: 158.0 1675.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 448.0 3.00 1344.0 Exterior 816.0 3.70 3019.2 Concrete,Int Insul,Exterior 11.0 368.0 3.00 1104.0 Base Total: 816.0 3019.2 As-Built Total: 816.0 2448.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Base Total: 21.0 258.3 As-Built Total: 21.0 258.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 720.0 2.05 1476.0 Under Attic 22.0 720.0 2.45 X 1.00 1764.0 Base Total: 720.0 1476.0 As-Built Total: 720.0 1764.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 108.0(p) 8.9 961.2 Slab-On-Grade Edge Insulation 3.0 108.0(p 9.30 1004.4 Raised 0.0 0.00 0.0 Base Total: 961.2 As-Built Total: 108.0 1004.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 720.0 -0.59 -424.8 720.0 -0.59 -424.8 EnergyGauge®DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB Q.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 6941.0 Winter As-Built Points: 6725.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6725.3 1.000 (1.069 x 1.169 x 1.00) 0.418 0.950 3340.6 6941.0 0.6274 4354.8 6725.3 1.00 1.250 0.418 0.950 3340.6 EnergyGaugel DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCPB Q.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 1 1.00 2746.00 1.00 2746.0 As-Built Total: 2746.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water - Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3717 4355 2746 10818 1 3267 3341 2746 9353 PASS yyp4 ZEIE ST,9"�o� Y ♦ a MoD wE ° EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®1FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the to late. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the erimeter,at enetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required, Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal _ efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge^" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 BUILDING INPUT SUMMARY REPORT Title: 02174(Guest house) Family Type: Single Address Type: Street Address H Owner: (blank) New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 1 Subdivision: N/A OBuilder Name: (blank) Conditioned Area: 720 Platbook: N/A 0 Climate: North Total Stories: 1 Street: 1601 Beach Ave. C. Permit Office: (blank) Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach,FL, Cl) # Floor Type R Val Area/Perimeter Units N # Door Type Orientation Area Units O1 Slab-On-Grade Edge Insulation 3.0 108.0(p)ft 1 1 Wood Exterior 21.0 ft2 1 O O J a U. U) # Ceiling Type R-Val Area Base Area Units (' # System Type Efficiency Capacity (' 1 Under Attic 22.0 720.0 ft2 720.0 ft2 1 Z 1 Central Unit SEER:13.00 23.9 kBtu/hr Z J _J O W O V Credit Multipliers: None V 1 Credit Multipliers: PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity 1 Concrete Block-Int Insul Exterior 11.0 224.0 ft2 2 Z 1 Electric Heat Pump HSPF:8.15 22.0 kBtu/hr J 2 Concrete Block-Int Insul Exterior 11.0 184.0 ft2 2 J Q Credit Multipliers: PT # Supply Return Air Handier Supply Supply # Panes Tint Ornt Area OH Length OH Hght UnitsN Location Location Location R-Val Lengt 1 Double Clear E 48.0 ft2 0.0 ft 0.0 It 1 1 Uncond. Uncond. Not In Attic 6.0 26.0 ft 2 Double Clear W 50.0 ft2 0.0 It 0.0 It 1 V 3 Double Clear N 15.0 ft2 0.0 ft 0.0 It 1 D 4 Double Clear S 45.0 ft2 0.0 ft 0.0 ft 1 a Credit Multipliers: None # System Type EF Cap. Conservation Type Con.EF W Q # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A O LL Q W Z_ Rater Name: CodeOnlyPro Class M. 3 Pool Size: 0 () Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp CO Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 5004.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRV/ERV System Present?: No Avg Cell Hgt: EnergyGauge®(Version: FLR PB v3.22) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 1601 Beach Ave. Guest house for Petway Beach house Professional Version Atlantic Beach, FL Climate: North 4/15/03 Building Loads - Base As-Built Summer: 8713 points Summer: 10476 points Winter: 6941 points Winter: 6725 points Hot Water: 2416 points Hot Water: 2416 points Total: 18071 points Total: 19618 points Energy Use Base As-Built Cooling: 3717 points Cooling: 3267 points Heating: 4355 points Heating: 3341 points Hot Water: 2746 points Hot Water: 2746 points Total: 10818 points Total: 9353 points PASS e-Ratio: 0.86 EnergyGauge®(Version: FLRCPB v3.22) w a FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 0217 MW Builder: Address: 1601 eac ve. Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap:23.9 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 13.00 — 4. Number of Bedrooms I Y b. N/A — 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 720 ft' c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 158.0 ft2 — a. Electric Heat Pump Cap:22.0 kBtu/hr — c. Tint/other SHGC-single pane 0.0 ft2 — HSPF:8.15 — d.Tint/other SHGC-double pane 0.0 ft2 b.N/A — 8. Floor types _ — a. Slab-On-Grade Edge Insulation R=3.0, 108.0(p)ft — c. N/A — b. N/A _ — c. N/A 14. Hot water systems 9. Wall types — a. N/A _ a. Concrete,Int Insul,Exterior R=I 1.0,448.0 ft2 _ — b. Concrete,Int Insul,Exterior R=I 1.0,368.0 ft2 — b.NIA c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=22.0,720.0 ft2 — 15. HVAC credits PT, — b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Not In Attic Sup.R=6.0,26.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.22 Total as-built points: 9353 PASS Total base points: 10818 1 hereby certify that the pians and specifications covered Review of the plans and TM sr by this calculation are in corrrpliance with the Florida specifications covered by this = 9TF° Energy Code. - calculation indicates compliance with the Florida Energy Code. PREPARED Y: Before construction is completed v • 4,. �.� a DATE. this building will be inspected for 553.908 ti with S compliance wSection �, et I hereby certify that this building, as designed, is in compc � compliance with tho Fibrida Energy Code. Florida Statutes. OWNERIAGENT: BUILDING OFFICIAL: koa..•, -' DATE: DATE: (p • 2--7 - 3 EnergyGauge®(Version: FLRCPB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 720.0 20.04 2597.2 Double,Clear W 0.0 0.0 48.0 36.99 1.00 1775.4 Double,Clear E 0.0 0.0 50.0 40.22 1.00 2011.2 Double,Clear S 0.0 0.0 15.0 34.50 1.00 517.5 Double,Clear N 0.0 0.0 45.0 19.22 1.00 864.8 As-Built Total: 158.0 5168.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 448.0 0.40 179.2 Exterior 816.0 1.70 1387.2 Concrete, Int Insul,Exterior 11.0 368.0 0.40 147.2 Base Total: 816.0 1387.2 As-Built Total: 816.0 326.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Base Total: 21.0 128.1 As-Built Total: 21.0 128.1 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 720.0 1.73 1245.6 Under Attic 22.0 720.0 2.11 X 1.00 1519.2 Base Total: 720.0 1245.6 As-Built Total: 720.0 1519.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 108.0(p) -37.0 -3996.0 Slab-0n-Grade Edge Insulation 3.0 108.0(p -37.20 -4017.6 Raised 0.0 0.00 0.0 Base Total: -3996.0 As-Built Total: 108.0 4017.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 720.0 10.21 7351.2 720.0 10.21 7351.2 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 8713.3 Summer As-Built Points: 10476.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 10476.1 1.000 (1.090 x 1.147 x 1.00) 0.263 0.950 3266.7 8713.3 0.4266 3717.1 10476.1 1.00 1.250 0.263 0.950 3266.7 EnergyGauge"A DCA Form 60OA-2001 EnergyGauge®/HaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 720.0 12.74 1651.1 Double,Clear W 0.0 0.0 48.0 10.77 1.00 516.7 Double,Clear E 0.0 0.0 50.0 9.09 1.00 454.6 Double,Clear S 0.0 0.0 15.0 4.03 1.00 60.5 Double,Clear N 0.0 0.0 45.0 14.30 1.00 643.7 As-Built Total: 158.0 1675.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 448.0 3.00 1344.0 Exterior 816.0 3.70 3019.2 Concrete, Int Insul,Exterior 11.0 368.0 3.00 1104.0 Base Total: 816.0 3019.2 As-Built Total: 816.0 2448.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Base Total: 21.0 258.3 As-Built Total: 21.0 258.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 720.0 2.05 1476.0 Under Attic 22.0 720.0 2.45 X 1.00 1764.0 Base Total: 720.0 1476.0 As-Built Total: 720.0 1764.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 108.0(p) 8.9 961.2 Slab-On-Grade Edge Insulation 3.0 108.0(p 9.30 1004.4 Raised 0.0 0.00 0.0 Base Total: 961.2 As-Built Total: 108.0 1004.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 720.0 -0.59 -424.8 720.0 -0.59 -424.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASEAS-BUILT - I Winter Base Points: 6941.0 Winter As-Built Points: 6725.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6725.3 1.000 (1.069 x 1.169 x 1.00) 0.418 0.950 3340.6 6941.0 0.6274 4354.8 6725.3 1.00 1.250 0.418 0.950 3340.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 1 1.00 2746.00 1.00 2746.0 As-Built Total: 2746.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 3717 4355 2746 10818 3267 3341 2746 9353 PASS y�4Vo1<THE ST9r�o�.e a CODS EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wail panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. _ Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.22 BUILDING INPUT SUMMARY REPORT Title: 02174(Guest house) Family Type: Single Address Type: Street Address �-- Owner: (blank) New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 1 Subdivision: N/A OBuilder Name: (blank) Conditioned Area: 720 Platbook: N/A 0 Climate: North Total Stories: 1 Street: 1601 Beach Ave. JL Permit Office: (blank) Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach,FL, (n # Floor Type R-Val Area/Perimeter Units # Door Type Orientation Area Units OI Slab-On-Grade Edge Insulation 3.0 108.0(p)it 1 1 Wood Exterior 21.0 f12 1 O O J O U. o # Ceiling Type R-Val Area Base Area Units 0 # System Type Efficiency Capacity 1 Under Attic 22.0 720.0 ft' 720.0 ftz 1 Z 1 Central Unit SEER:13.00 23.9 kBtulhr _Z J 75 O LU O V Credit Multipliers: None V Credit Multipliers: PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity 1 Concrete Block-Int Insul Exterior 11.0 224.0 ftz 2 Z 1 Electric Heat Pump HSPF:8.15 22.0 kBtu/hr ..J 2 Concrete Block-Int Insul Exterior 11.0 184.0 ftz 2 J Q y W = Credit Multipliers: PT # Supply Return Air Handler Supply Supply # Panes Tint Ornt Area OH Length OH Hght Units Location Location Location R-Val Length 1 Double Clear E 48.0 112 0.0 ft 0.0 it 1 1 Uncond. Uncond. Not In Attic 6.0 26.0 ft 2 Double Clear W 50.0 ftz 0.0 it 0.0 ft 1 V 3 Double Clear N 15.0 ftz 0.0 it 0.0 ft 1 D 4 Double Clear S 45.0 ftz 0.0 ft 0.0 ft 1 1 Credit Multipliers: None # System Type EF Cap. Conservation Type Con.EF W Q # Use Default? Annual Operating Cost Electric Rate �j 1 Yes N/A N/A O U. Z Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp U) Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric rL' Area Under Incandescent: 5004.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRV/ERV System Present?: No Avg Ceil Hgt: EnergyGaug (Version:FL CPB v3.22) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 1601 Beach Ave. Guest house for Petway Beach house Professional Version Atlantic Beach, FL Climate: North 4/15/03 Building Loads - Base As-Built Summer: 8713 points Summer: 10476 points Winter: 6941 points Winter: 6725 points Hot Water: 2416 points Hot Water: 2416 points Total: 18071 points I Total: 19618 points Energy Use Base As-Built Cooling: 3717 points Cooling: 3267 points Heating: 4355 points Heating: 3341 points Hot Water: 2746 points Hot Water: 2746 points Total: 10818 points Total: 9353 points PASS e-Ratio: 0.86 EnergyGauge®(Version: FLRCPB v3.22) CITY OF ATLANTIC BEACH Y s 'Sty PERMIT CALCULATION SHEET �J Date: Address Heated Square Footage 570 0 �( —@ $ per sq ft = $ Garage/ Shed @ $ per sq ft= $ Carport/Porch @$ per sq ft= $ �1' Deck ` A @$ per sq ft = $ Patio V s —@$ per sq ft= $ TOTAL VALUATION: $ / 331 y( 3 Total Valuation Ist $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: + 1/2 Filing Fee $ FLOOD ZONE: 2— (l) Fireplaces @ $35.00 $ 3 I;- , co c7 IMPERVIOUS SURFACE: -.7 BUILDING PERMIT FEE $ WATER IMPACT FEE $ O SEWER IMPACT FEE $ Q WATER METER/TAP $ O CAPITAL IMPROVEMENT$ SEWER TAP $ C OSO'X)RADON HRS .0050 $ SECTION H PAVING ( ) $ b CROSS CONNECTION $ 33 ST(X-abs SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 02174(Petway Beach House) Builder: Address: 1601 Beach Ave. Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:45.0 kBtu/hr _ 3. Number of units,if multi-family I - SEER: 13.10 4. Number of Bedrooms 3 _ b. Central Unit Cap:29.5 kBtu/hr 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft2) 5004 ft2 c. 2 Others Cap:47.9 kBtuihr _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 355.0 ft2 _ a. Electric Heat Pump Cap:42.0 kBtully _ c. Tint/other SHGC-single pane 0.0 ft2 - HSPF:8.85 d. Tint/other SHGC-double pane 0.0 ft2 b. Electric Heat Pump Cap:28.6 kBtu/hr 8. Floor types _ HSPF:7.65 _ a. Slab-On-Grade Edge Insulation R=3.0,258.0(p)ft _ c. 2 Others Cap:45.3 kBtu/hr _ b.N/A c. N/A 14. Hot water systems 9. Wall types _ a. N/A a. Concrete,Int Insul,Exterior R=11.0,2440.0 ft2 b.Concrete,Int Insul,Exterior R=11.0, 1520.0 ft2 _ b. N/A c. N/A d.N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=22.0,3070.0 ft2 _ 15. HVAC credits MZ-C,PT,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,27.0 ft2 MZ-C-Multizone cooling, b. 3 Others 45.0 ft MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as-built points: 38492 PASS Total base points: 59161 1 hereby certify that the plans and specifications covered Review of the plans and �qOE S7- by Tby this calculatiore to conipliance.with the Florida specifications covered by this Energy Code. t calculation indicates compliance E ': with the Florida Energy Code. PREFAB D DATE: .i B D Before construction is completed a this building will be inspected for i hereby certify that this building,as designed, is in compliance with Section 553.908 Florida Statutes. °�we compliance with the Florida Energy Code. OWNER/AGENT: BUILDING OFFICIAL: C Ir DATE: DATE: EnergyGauge®(Version: FLRCPB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5004.0 20.04 18050.4 Double,Clear NE 0.0 0.0 98.0 28.72 1.00 2815.0 Double,Clear SW 0.0 0.0 72.0 38.46 1.00 2769.4 Double,Clear SE 0.0 0.0 144.0 40.86 1.00 5884.0 Double,Clear NW 0.0 0.0 41.0 25.46 1.00 1043.9 As-Built Total: 355.0 12512.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insui,Exterior 11.0 2440.0 0.40 976.0 Exterior 3960.0 1.70 6732.0 Concrete,Int Insul,Exterior 11.0 1520.0 0.40 608.0 Base Total: 3960.0 6732.0 As-Built Total: 3960.0 1584.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 6.10 256.2 Exterior 42.0 6.10 256.2 Base Total: 42.0 256.2 As-Built Total: 42.0 256.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3070.0 1.73 5311.1 Under Attic 22.0 3070.0 2.11 X 1.00 6477.7 Base Total: 3070.0 5311.1 As-Built Total: 3070.0 6477.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 258.0(p) -37.0 -9546.0 Slab-On-Grade Edge Insulation 3.0 258.0(p -37.20 -9597.6 Raised 0.0 0.00 0.0 Base Total: -9546.0 As-Built Total: 258.0 -9597.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 5004.0 10.21 51090.8 5004.0 10.21 51090.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 71894.6 Summer As-Built Points: 62323.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 62323.5 0.368 (1.090 x 1.147 x 0.91) 0.261 0.902 6971.5 62323.5 0.241 (1.090 x 1.147 x 1.11) 0.263 0.902 4605.3 62323.5 0.241 (1.090 x 1.147 x 1.11) 0.263 0.902 4605.3 62323.5 0.150 (1.090 x 1.147 x 1.11) 0.263 0.902 2872.5 71894.6 0.4266 30670.2 62323.5 1.00 1.294 0.262 0.902 19054.4 EnergyGauge"11 DCA Form 60OA-2001 EnergyGauge®IFIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 5004.0 12.74 11475.2 Double,Clear NE 0.0 0.0 98.0 13.40 1.00 1312.9 Double,Clear SW 0.0 0.0 72.0 7.17 1.00 516.2 Double,Clear SE 0.0 0.0 144.0 5.33 1.00 768.0 Double,Clear NW 0.0 0.0 41.0 14.03 1.00 575.2 As-Built Total: 355.0 3172.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul,Exterior 11.0 2440.0 3.00 7320.0 Exterior 3960.0 3.70 14652.0 Concrete, Int Insul,Exterior 11.0 1520.0 3.00 4560.0 Base Total: 3960.0 14652.0 As-Built Total: 3960.0 11880.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 12.30 516.6 Exterior 42.0 12.30 516.6 Base Total: 42.0 516.6 As-Built Total: 42.0 516.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3070.0 2.05 6293.5 Under Attic 22.0 3070.0 2.45 X 1.00 7521.5 Base Total: 3070.0 6293.5 As-Built Total: 3070.0 7521.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 258.0(p) 8.9 2296.2 Slab-On-Grade Edge Insulation 3.0 258.0(p 9.30 2399.4 Raised 0.0 0.00 0.0 Base Total: 2296.2 As-Built Total: 258.0 2399.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 5004.0 -0.59 -2952.4 5004.0 -0.59 -2952.4 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 32281.1 Winter As-Built Points: 22537.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 22537.5 0.362 (1.069 x 1.169 x 0.93) 0.385 0.902 3677.8 22537.5 0.247 (1.069 x 1.169 x 1.10) 0.446 0.902 2897.2 22537.5 0.247 (1.069 x 1.169 x 1,10) 0.446 0.902 2897.2 22537.5 0.144 (1.069 x 1.169 x 1.10) 0.474 0.902 1797.5 32281.1 0.6274 20253.2 22537.5 1.00 1.295 0.425 0.902 11199.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 3 1.00 2746.00 1.00 8238.0 As-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 30670 20253 8238 59161 19054 11199 8238 38492 PASS 0� IMS 4 Tg2�OA A * a c0D � E nergyGauge Tm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft,door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 BUILDING INPUT SUMMARY REPORT Title: 02174(Petway Beach House) Family Type: Single Address Type: Street Address �-- Owner: (blank) New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 3 Subdivision: N/A I Builder Name: (blank) Conditioned Area: 5004 Platbook: N/A 0 Climate: North Total Stories: 2 Street: 1601 Beach Ave. p, Permit Office: (blank) Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach, FL, (f) # Floor Type R-Val Area/Perimeter Units # Door Type Orientation Area Units O1 Slab-On-Grade Edge Insulation 3.0 258.0(p)ft 1 ood Exterior 21.0 ftz 2 0 0 LL. FOi Ceiling 7Type7R-VaI Area Base Area Units 0 # System Type Efficiency Capacity Under Atti22.0 3070.0 ft' 3070.0 ftz 1 Z 1 Central Unit SEER:13.10 45.0 kBtu/hr ...I 2 Central Unit SEER:13.00 29.5 kBtu/hr 3 Central Unit SEER:13.00 29.5 kBtu/hr 0 4 Central Unit SEER:13.00 18.4 kBtu/hr 0 V Credit Multipliers: None V Credit Multipliers: MZ-C,PT # Wall Type Location R•Val Area Units # System Type Efficiency Capacity N 1 Concrete Block-Int Insul Exterior 11.0 1220.0 W 2 Z 1 Electric Heat Pump HSPF:8.85 42.0 kBtu/hr J 2 Concrete Block-Int Insul Exterior 11.0 760.0 ft2 2 2 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr J 3 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr Q `Q 4 Electric Heat Pump HSPF:7.20 16.7 kBtu/hr = Credit Multipliers: MZ-H,PT # Supply Return Air HandlerSu�ppply Supply # Panes Tint Ornt Area OH Length OH Hght Uni Location Location Location R-Vai Length 1 Double Clear N 98.0 ftz 0.0 ft 0.0 it 1 �- WO 1 Uncond. Uncond. Interior 6.0 27.0 ft 2 Double Clear S 72.0 ftz 0.0 It 0.0 it 1 (� 2 Uncond. Uncond. Attic 6.0 20.0 ft 3 Uncond. Uncond. Attic 6.0 15.0 ft 3 Double Clear E 144.0 ftz 0.0 it 0.0 It 1 4 Uncond. Uncond. Attic 6.0 10.0 k 4 Double Clear W 41.0 ftz 0.0 ft 0.0 It 1 Credit Multipliers: None # System Type EF Cap. Conservation Type Con.EF W Q N # Use Default? Annual Operating Cost Electric Rate 1 Yes NIA N/A 0 U. 0 W Z W 1 Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp N Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 0.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE:Not all Rating info shown HRWERV System Present?: No Avg Ceil Hgt: Energy auge®(Version: FLRCPB v3.22) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 1601 Beach Ave. Petway Beach House Professional Version Atlantic Beach, FL Climate: North 4/15/03 Building Loads Base As-Built Summer: 71895 points Summer: 62323 points Winter: 32281 points Winter: 22537 points Hot Water: 7249 points Hot Water: 7249 points Total: 111425 pointA Total: 92110 points Energy Use Base As-Built Cooling: 30670 points Cooling: 19054 points Heating: 20253 points Heating: 11199 points Hot Water: 8238 points Hot Water: 8238 points Total: 59161 points Total: 38492 points PASS e-Ratio: 0.65 EnergyGauge®(Version: FLRCPB v3.22) :J tn1 :+ J r ry r CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE AND DUPLEX CONSTRUCTION) Date: April 24, 2003 Job Address: 1601 Beach Avenue, Atlantic Beach, FL 32233 Owner of Property: Elizabeth P. Petway Address: 5011 Gate Parkway, Ste. 150, Jacksonville, FL Telephone: (904) 398-3907 32256-281 Legal Description: Block Number: Lot Number: _Zoning District: Contractor: Morales Construction Company, Inc. State License Number: CBC-040880 Contractor's Address: 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 'Telephone: (904) 296-9559 Fax: (904) 296-5846 Describe proposed use and work tube done: Build a new single family residence. Present use of land or building(s): Single Family residence. Valuation of proposed construction: $1 , 133,413.00 Is approval of Homeowner's Association or other private entity required? No If yes, please submit with this ;application. Will this project involve changes in elevation,site grade or any use or fill material or the removal of any trees? ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. ®YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ® NO. Applicant certifies that no trees will he removed for this project ❑ YES. Removal of Trees will he required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: in order to expedite issuance of permits, please follow all steps and provide all information as :iyoro2rinte. Incomplete applications may result in delay in issuance of permit STEP 1. Verity zoning designation ;raid proper wEbacks for the proposed construction. U•you arc unsure of this information, pluu-sc contact the Plamning and Zoning Dcpuruncm at 904-247-5826. In order to correctly verify timing dcsiLmation, picasc have Propo«ty Appnt ser's Red Latatc Number available. STEP 2. Contact the Caty or Atlantic Bradt Department of Public Works to ducrmine if a pre-construction it past-cunsttvetion topographical survey or grading plats is required. (if not require-, written vu-rilication must he providcd with this applic itinn.) 'I'hc Dcpurtment of Public Works is located at: 1200 Sandpiper Late:.Atlantic]leach,FI. 32233 'I'cicphonc:(904)247-5834 STEP 3. Submit Tree;Removal Application iftrccs arae to he removed or relocated. STEP 4. Plc;tw submit Building Permit Appliuttion, Energy CmIc Kornis, Notice; of Commcn=ncnt, Owtxx/Ointraetor Allidavit if owner is cwntructm,and four(4)complete sets of zonstruction plats to the Building Department.whist is located al the Atlantic licach City i iuil,800 Seminole Road,Atlantic Bmu;h,1-'L 32233 Telephone:(904)247-5826 .400 Seminole Road -Atlantic Beach, Florida 32233-5445 Telephone: (904)247.5800 -Fax: (904)247-5845 -http://www.cLatiantic-beicb.n.us Page 1 Itcwi-Ad 1/14n)3 In additiom to construction and engineering detail,plans milt contain the following information as appropriate for the type of work being pertorm,d. Style of drawint-,should be suilicient to depict ill rcquircd information in a elcx and legible manna. I, Cun+cnt survey showing the property Niundury with b=ing;and distances and the legal description. 2. 1zcatio n of all stnutures,tennporary and permanent,including sclbucks,building height,number of stories and square Rxuagc. Identify any uxisting structures and uses. 3. If rNuinxl by the i cp artmcrat ol'Public Works,a prc-anstruction ttipographical survey. 4. Any.cignilicant environmental 1'eantrec,including any jurisdictional wetlands,CCC:1_natural water bodies. S. Impervious Surface area cmiculadous: include driveways,sidewalks, patios and other impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6, Other information us may be appnapriate lir individual applications. I hereby certify that all information provided with this application is correct. Signature(,(*owner: Date: 4`�--R`f 0,74 hereby wnlfy that 1 huvu read and cramincd this application w the same to be true and correct. Ali pmvisiow of the laws and ordinances governing this type of work will be omtplied with.whcthe�r specs fiat herein or amt. The granting of a permit tkaes not presume to give authority kr violate or cancel the provisioms of any fcdcral,state tr local rules,rugulaions,ordinwiccs,or laws in any manner,including tic governing of construction or the performance of con,tructiam of the property. 1 under stand that the issuance of this pemnit is contingent upon the above infemnation heing true and cornea an at the plan.%and supponingAiwa have been or shall ho provided as reyuircd. 17 LZ Signature:cit'Contractor: Dole: �� Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mr. Ricardo Morales, III Mailing Address:. 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 Telephone: (904)296-9559 Pax. (904) 296-5846 ^E-Mail:rmjr@moralesgroup.com AS'ro OWNER: Sworn to and subscribed before me this - day of .200Z . State of Florida,County of Duval FCommk*m COLLETTE F BREWSTERNotary's Signature: tary Public-State of Florida Cat aftonErtQ aFeb28,2007 #001841t9 Personally known el ADVNalonalNoknyAmm ❑ Produced identification Type of identification produced AS TO CONTRACTOR: nn \ Sworn to and subscribed gelate me this�C� day of 20.d-3 State of Florida,County of Duval Y p ry,�' COIIETM F BREWSTER Notary's Signature: 4 _ :Notary Public-State of Florida =*N nb0ftFeb28,2007Personally known CommltitiOn#t 001134119 ❑ Produced identification Inne's 8yNalloWNokjrVAiiW1 Type of identification produced _ 800 Seminole Road -Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 -1Fax: (904)247-5845 - http://www.ei.Atlantic-bcach.1l.ua PdpC 2 Revisal 1114103 DEPARTMENT OF PUBLIC WORKS �J 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 s TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us -r PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # "a 31AL Applicant: L/to -a Lt S CO, —T;,- Address: ;Address: Project: u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. r Your permit application has been reviewed by the Public Works Department and the following items need attention: `__CQ A/r�URS,- — _5K FL UR'/DA PRO 1t LDS--- ',E'C�P_C1.S E P __T� '�41 N A_ Gam__ PL A N �.3. SED_�y1E/-V'.r -590K/_ 0,AJ _ P/.A�VS. /ioW 465AC14 4cce..5s WALK wAr, is zv 6E FROri5C7,9P Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works !( Date Signature Contractor Notified Date 615—,p LO 3 t , DEPARTMENT OF PUBLIC WORKS ♦ Jyx 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 ij FAX:(904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # 0'3 _OL,-3 � I Applicant: Address: co C) ��ca Project: u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: I k'U V I,P'E Pescomorpcocr r ,, uArvey /A/ I ' CO a rCLIRSI SY FL optVA LSC S v I-A"o - L/ ,;, PRO V l L7E P)eo Pv5 E.CD -PieA I N A GF PL.A N 113 PROVIpE ER05JO 4 .SFDJME'N'rAT/ON CO3vre0j_ P,4A l 4, 5hlOtV CA/ PL-AN`S /7`Ofit% BFACK AOC Es-s WAS 1c wAY lS 7"v 1$E PRO crxp Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E.,Director of Public Works Date `-3: Signature Contractor Notified Date 0 0 .3 III. Energy Code Information: 1. Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes✓No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes V/No N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yes VNo N/A (FBC 13-602.LABC.1.1) / 4. Is the"R"value for added insulation on exterior walls shown? Yes Y'yo N/A PLANS EXAMINER: ! DATE: �2 -7-61 5. Is the"R"value for ceilings shown? g (FBC 13-604.LABC.1) Yes o N/A Q 6. Is the"R"value for raised floors shown? (FBC 13-605) Yeso N/A OWNER: jl/ t�/� IOB ADDRESS: ® r 7. Are Energy Credits Claimed? Yes t/No N/A A. Attic Radiant Barrier Credit (FBC 13-607.LA.4) Yes No NIA t/ CONTRACTOR: /YW A rz5 PHONE NUMBER: B. White Roof Credit (FBC 13-607.I.A.5) Yes No N/A yf C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes No NIA V (CIRCLE) 1. Survey: IV Foundation Plan: 1. Is a specific purpose survey submitted? Yes 2No N/A I, Are all footings shown,including interior bearing walls, / 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes✓/�o N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓��-o NN/A in an"A"or"V"zone? Yes No N/A✓ 3. Are all elevation changes in slab shown? Yes N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes N/A 5. Is property in a flood way? Yes No N/A f/ 5. Is slab reinforcement shown? Yes N/A 6. Is flood way line shown? Yes No N/A ✓ A. Wire mesh size and gauge? Yes No N/A B. Fibermesh reinforcement? Yes alto N(A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes/No N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes V-bio N/A 1. Are pians sealed by architect or engineer? Yes%,/No N/A 8, Is type of soil treatment for termites shown?(FBC 1816) Yes No -N/A A. Are structural calculations submitted? Yes ✓ Io N/A 9. Do plans show concrete footings have a specified compressive ,/ 2. Is correct wind speed showy? (FBC Figure 1606) Yes No N/A Strength of not less than 2500 PSI at 28 days? No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes f�Io N/A g Y (FBC 1804.5.1) Yes / 10. If pile foundation shown,is Sealed Soils Report submitted? /� 4. Is Importance Factor shown per FBC Table 16067 Yes No N/A (FBC 1805.1) Yes Nor_N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.57 Yes✓No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: / Shown per FBC 1606.2.57 Yes✓ No N/A 1. Is finished grade shown? Yes //.No NIA 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes✓��•t,,o N/A stories and allowable area? Yes r"No N/A A. Minimum 8"above adjacent grade? YesY o N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes VNo N/A / for structural elements? Yes /No N/A C. Base flood elevation? Yes o N/A I/ 9. Are plans designed per SSTD 10-997 Yes No N/A✓ 3. Is minimum footing depth beneath finished grade shown? Yes,/No N/A A. Are all appropriate charts and tables shown? Yes No N/A✓/ (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A ✓ 4. Are all footing sizes shown? Yes �o NIA 10. Are plans designed per"Guide to Concrete Masonry Residential / 5. Are all horizontal reinforcements shown? Yes to N/A Construction in High Wind Areas' o? Yes t/ - N/A 6. Is vertical reinforcement shown? Yes �o N/A A. Are all appropriate charts and tables shown? Yea, N/A 7. Masonry construction. / B. Are all appropriate requirements circled or highlighted? Yes o N/A A. Is exterior wall finish shown? Yes t/jdo N/A II. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior forting shown? Yes ✓✓ o N/A High Wind Areas? Yes v/ o N/A C. Is exterior wall insulation shown? Yes N/A A. Are all appropriate charts and tables shown? Yes,/,No N/A D. Is exterior wall finish shown? Yea No N/A B. Are all appropriate requirements circled or highlighted? Yes V No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Edition"? Yes No N/A B. Is exterior sheathing(type and thickness)shown? A. Are all appropriate charts and tables shown? Yes No N/A Yes No N/A r `�/ C. Are nailing requirements(size and spacing)shown? Yes No N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A ,/ (FBC Table 2306.1) D. Is exterior wall finish shown? Yes V No N/A 15. Does bedroom open directly into garage? Yes No t/ N/A E. Is interior wall finish shown? Yes t/ No NIA 16. Does the number of bedrooms shown on plans match the number /` F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes k./ N/A grade shown? (FBC 2304.2.5) Yes- bio N/A � G. Are shear wall segments shown? Yes �/ o N/A 17. Is Designer's name and address shown on plans? Yes V No N/A A. Type of hold-downs shown? Yes�o N/A 18. Do egress doors and landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes �4o N/A and FBC 1012.1.5? Yes o N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yes ✓,No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.17 Yes o N/A 12. Roof Framing 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes o N/A wind load requirements for components and cladding per FBC 1606? Yes o N/A B. Are conventional tieing rafters used? Yes ,TJoN/A 21. Does floor plan show fireplace? Yes Flo N/A 1. Rafter size shown? Yes V No N/A 22. Are stair details shown? Yes �/No MA 2. Species of lumber shown? Yes 6. o N/A A. Is minimum stair width shown? (FBC Table 1004) Yes ✓ o N/A 3. Grade of lumber shown? Yes sy/No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes y�f10 N/A C. Type of roof sheeting shown? Yes VNo N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes /�No N/A 1. Thickness of roof sheeting shown? - Yes 0 N/A D. Are required landing shown? (FBC 1007.4)? Yes"o N/A 2. Grade of roof sheeting shown? Yes✓/No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes t✓No N/A 3. Nailing pattern of roof sheeting shown? Yes✓ No N/A 23. If floor plan shows mixed construction,are mixed (FSC Table 2306.1) / Construction details shown? (May require engineering.) Yes, ,No N/At.1 D. Weight of Dry-In felt shown? Yes �/' 0 N/A 24. If required,are tenant separations shown? Yes No N/A✓ E. Type of roof cover shown? Yes✓ No N/ A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes No > WA 25. Are all columns and beams shown for porches and lanais? Yes y�No NIA 2. Attachment of tile roof shown? Yes No N/A " A. Are column type,size and anchorage shown? Yes9/,y,(�o N/A (FBC 1507.3.7) // B. Are beam type,size,span and anchorage shown? Yes%^Q N/A 3. Other roof covering and attachments shown? Yes 1/a10 N/A 26. Are all lintel and beam details shown? Yes V/'No N/A F. Length of roof overhang shown? Yes !!No N/A 27. Are engineering details provided for butt glass? Yes ZAo NIA G. Type of soffit and fascia shown? Yes✓>No N/A H. Attic ventilation shown? Yes�/No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes ✓Plo N/A 1. Are engineered truss plans provided showing loads,uplifts and I. Type and gauge of eave metal shown? Yes 11/No N/A required connections? Yes ✓No N/A 2. Are all headers,beams,girders and interior hearing walls shown? Yes%,,No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, 1. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A", application? Yes �No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yes �o N/A species,grade of lumber,span and connections? Yes No N/A✓ 3. Are all door and window sizes shown? Yes ✓No N/A C. Are collar ties shown,including size,spacing,species, / 4. Are all emergency egress openings shown? Yes ./No N/A grade of lumber and connections? Yes No NIA/ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes>/No N/A of lumber? Yes No N/A 10' 6. Are all vertical reinforcements shown? Yes✓No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing / 7. Are all shear wall segments shown? Yes✓ No N/A pattern? Yes✓No N/A 8. Are all hold-downs and hurricane anchorages shown? Yea�No N/A 9. Is required attic access shown? Yes yNo N/A 10. Are all plumbing fixtures shown? Yes0 N/A VIII. Floor Framing. 11. Are all electrical futures shown? Yes ✓�o N/A 1. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes ✓No N/A uplifts and connections? Yes✓No N/A A. Is air handler and condenser location shown? Yes✓No N/A 2. Is joist plan provided,showing size,spacing,span,species, / B. Are exhaust fans shown? Yes✓✓No N/A grade of lumber and connections? Yes ,/Nosy N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes r/No N/A 3. Is floor sheeting indicated,showing type,thickness and .// 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No N/A Have a 29"net clear door opening and handicap accessible route? (FBC l I-11) Yes VNo N/A LUMBER UNLIMITED LETTER OF TRANSMITTAL P.O. Box 12267 Jacksonville, FL 32209 DATE 6/23/2003 JOB No. 33322A PHONE(904)356-5440 ATTENTION: JEFF FAX(904)356-9415 RE: 1601 BEACH AVE TO MORALES CONSTRUCTION CO. WE ARE SENDING YOU XXXXXP Attached ❑ Under separate cover via the following items: ❑ Unsealed Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications XXXX,O Sealed Drawings ❑ Change order ❑ Cover Sheet ❑ Sealed Beam Drawings COPIES DATE NO. DESCRIPTION 3 REVISIOMREPAIR ^� 11;j t ILlet>, ' G 4J —;6 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted 13Resubmit copies for approval XXXXR)For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment REMARKS COPY TO: SIGNED: DATE: If enclosures are not as noted,kindly notify us at once. Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number: 567 Page 1 of 1 Document ID:IS3R235-Z0320101400 Truss Fabricator: Lumber Unlimited Job Identification: 33322A-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: 11 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.630. Structural Engineer of Record or See Below: Address: Truss Design Loads: Roof - 50 PSF @ 1.25 Duration Floor - N/A - Wind 120 MPH (ASCE 7-98) 1 Notes: a at 06 0/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of ss Design Nngineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Walter P.Finn 2. The seal date shown on the individual truss component drawings must Florida License Number:228391950 Marley Drive match the seal date on this index sheet. Haines City,FL 44 3, As shown on attached drawings; the drawing number is preceded by: HCUSR235 No Standard Details 1 36529=-A20 03170417 06/19/03 2 36530--A21 03170418 06/19/03 3 36531_-A22 03170427 06119/03 4 36532--A23 tI31704I9, 06/19/03, 5 ' 36533--A24 03170420 0619/03 6 36534-425 03170421 06/19/03 7 365315--EJ216 03170422 46/19/03 8 ; 36536--HJ27 D45 03170423 06/19/03 9 ! 36537--CJ28 1R .1L ' 03170424 06/1.9/03 10 36538-- CJ29 1R 1L 03170425 06/19/03 11 36539 -CJ30 LR 1L 03170426 06119/03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL - 1601 BEACH AVE A20) Top chord 2x4 SP #2 120 mph wind, 13.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH - 2.333' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. CHORD SPACING(IN OC) START(FT) END(FT) TC 53 0.00 16.58 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 1.5X4111 2.5X4= 3r 1.5X3�� 4-7-1 3X4= 0-5-5 10-7-8 2.5X4= 4X6(R) III 2X4(C6) 3X7(C6) 0-8-10 16-7-0 Over 2 Supports _1 R=883 U=542 W=7.625" R=775 U-563 ` k.��ifiii .�% SER P (33322A-MORALES CONST DLfN Qd EAC�hQi v� A20) PLT TYP. Wave TPI Design Crit: TPI STD 19 Z3 ..'e 1Irri '•. -0?' :2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI ANO • % TC LL 20.0 PSF REF R235-- 36529 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (T' • N0. 22839 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PP;DR T0= TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATJ ACHED• STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIqt FA09. /�C •�� BC DL 10.0 PSF DRW HCUSR235 03170417 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL V�- (- BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLIR jo n�y�• • v ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DEq aG1� •.�•'pR�pp•.� ; gc LL 10.0 PSF HC ENG CR/WPF SPEC, BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM AA53� ••.... • �.\`� TOT.ED 50.0 PSF SEON 29029 (W, K/HS) 6ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND ON ES OTHERWISE LOCATED ON THTT DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE PERS, s/py Alpine Engineered Products,Inc. ENGINNAL EERING REA3 01 SP0 5TBILITY 12 SOLELY FORSEAL THE OTRUSSICOMPONENT DESS 7C ATHE SUITABILITYOANO /,/r1, DUR.FAC. 1.25 FROM RCT IlainesCity,FL 33844 USE THIS S _ COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 20 03 SPACING 24.0 JREF- 1S3R235Z03 FL Certificate of Authorization# !NSI/TPI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL 1601 BEACH AVE - A21) Top chord 2x4 SP #2 120 mph wind, 12.94 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 :W5 2x4 SP #2: psf, wind BC DL-3.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' Right end vertical exposed to wind pressure. Deflection meets L/240 (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or criteria for brittle and flexible wall coverings. better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TC 49 0.00 15.00 TC 19 15.00 16.58 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE BC 75 0.00 7.80 LUMBER VALUES. REFER TO HANGER MANUFACTURER'S BC 75 1.00 1.01 PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 75 7.80 16.58 HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X7= 1.5X3111 j32 .5X4% (A) W5 4-2-5 4X4% 0-5-5 � �10-7 8 1.5X3111 2.5X4= 2X4(C6) = 2.5X4= 3X7(C6) 0-8-10 15-0-0 16-7-0 Over 2 Supports �I R=883 U=573 W=7.625" R=775 U=525 `, Iiii"�� (33322A MORALES CONST DU.N4 Qom• li01..uf... ,4 - A21) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.15 OV 1 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINSANO ��''. TC LL 20.0 PSF REF R235-- 36530 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS"LATE • No. 22839 INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PR MR TO• • .. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT=CHEO: - TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. - -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIy�ERE BC DL 10.0 PSF DRW HCUSR235 03170418 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU6E 4- jiRID �:4 ti BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIN@A'� BC LL 10.0 PSF HC-ENG CR WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OES C#/ /SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM ��r3A..• �(W, K/HS) GALV. STEEL. APPLYPLATES TO EACH FACE OF TRUSSANOUNLESSOTHERWISE LOCATED ON THIS ��* TOT.LD 50.0 PSF SEON- 29032 DESIGN, POSITION PER DRAWINGS 160A-Z. ANYINSPECTION OF PLATES FOLLOWED BV (I) SHALL BE PE� M ANNE A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PFOFESSiONAL, ,/O/iA��,,`` DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND 64f 8+'','� Haines City,FL 33844 USE OF THIS SCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 2D 'D3 SPACING 24.0 JREF 1S3R235_Z03 FL Certificate of Authorization#5 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL 1601 BEACH AVE A22) Top chord 2x4 SP #2 120 mph wind, 12.69 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 55 0.00 13.00 TC 17 13.00 14.38 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X7= 1.5X3111 2.5X4% 3 3-8-5 055 -L 10 7-8 1.5X3111 2.5X4= 2X4(Al) = 4X6(R) III 0-8-10 I, 13-0-0 ,1,1-4-8 I� 14-4-8 Over 2 Supports R-775 U=505 14=7.625" R-663 U=501 ,% % 0 1 1 A ` ER P (33322A-MORALES CONST DUYat 0-1.8L I'�I' A22) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. 3 '•. GQfX:1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLINtlh ND TC LL 20.0 PSF REF R235- 36531 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS RATE r N O 22839 .' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI TO i N PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATZCHED ,• ,* TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. j **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN&ER BC DL 10.0 PSF DRW HCUSR235 03170427 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILUI![ T (- BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIU; /�• '•v ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DE��4� ��•.•ORWx\1 BC LL 10.0 PSF HC ENG CR/WPF SPEC. BV AF&PA) AND TP[. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM AP# (f ,• (� (W, K/HS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON THI�' V i1/0" . c�y`� TOT.LD. 50.0 PSF SEAN 29034 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER / uJ! �li� ANE' Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �, ,� OURJAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2D '03 SPACING 24.0 JREF 1S3R235_Z03 FL Certificate of Authorization#5 3NSI/TPTISun THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL - 1601 BEACH AVE - A23) Top chord 2x4 SP #2 120 mph wind, 12.44 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 57 0.00 11.00 TC 40 11.00 14.38 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X4= 4X4=- 1.5X4= X4=1.5X4= LJ 3 x- 3-2-5 0-5-5 10-7-8 3X7= 2X6111 2X4(Al) 0-8-10 i 11-0-0 3-4-8 1 14-4-8 Over 2 Supports R=775 U=511 W=7.625" R=663 U=487 PLT TYP. Wave TPI Design Crit: TPI STD32FLBCRALES CONST 19D6� � ..�6a1.'e4f N-v:123) FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIN@% NO e% TC LL 20.0 PSF REF R235- 36532 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS 9-,ATE . No. 22839 INSTITUTE. 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRItR T0� TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATMCHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIg6&ERE • • BC DL 10.0 PSF DRW HCUSR235 03170419 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILE&E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLINs0///A��%��_P �• �+ BC LL 10.0 PSF HC-ENG CR/WPF ALPINE 14 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE O .•/�D��..�, _`"4-` SPEC. BY AF PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/I6GA (W.HS/K) ASTM A4�C3 On �i (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED ON TN IG �� ' ,�` TOT.LD. 50.0 PSF SEQN- 29036 DESIGN, ED TION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PEe N ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL, � N AL OUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �t,t r+�,'�, Haines City,FL 33844 NSI/11 TPIHI SSEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 20 'D3 SPACING 24.0 JREF 1S3RZ35_Z03 FL Certificate o£Authorization#5 $ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL - 1601 BEACH AVE - A24) Top chord 2x4 SP #2 120 mph wind, 12.19 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 54 0.00 9.00 TC 64 9.00 14.38 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X4= 4X4= 1.5X3= 3 x — 2 8-5 0-5-5 +10-7 8 3X7= 2X6111 2X4(Al) 0-8-10 9-0-0 _I, 5-4-8 _I 14-4-8 Over 2 Supports R-775 U=514 W=7.625" R-663 U=475 (33322A-MORALES CONST D8 'V� J. DE �d,E A24) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19. P.••' '••,"� Y:1 FL/-/4/-/E/ Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLINCAND fi••� ' TC LL 20.0 PSF REF R235 36533 B RACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS 4LATE CES PR MR TO}�� PERFo UT THESE583 UFUUNOTIONS. UIO DR.NLESSTOTHERWISEUINDILATED, TOPICHORDFOHALLFHAVEPPftOPERLV ATOMCHEDj 2838 = TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED•. A.� : BC DL 10.D PSF DRW HCUSR235 03170420 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL�E•�i +� .•�.. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLIN(/N`�.�/�'/�% v* `(` ` /` ALPINE SPEC(NBYUAFBPA)SES- TPI THIS DE5IGANPINEFOONNECTTH PLATESAARE PROVISIONS MADE OF U16GAU(W(HS/K)NASTM 3 v` B L L 1 0.0 P S F HC-ENG C R/W P F AN D .,ORID... �� (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T yc .••, TOT.LD 50.0 PSF SEON _ 29038 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (1) SHALL BE PE�� J�pNA`�� % ANNE% Al OF TPI I-2002 SEC. 3. A SEAL ON PHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ,` D�1R FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 U5E OF HISSEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 20 '03 SPACING 24.0 JREF 1S3R235_Z03 FL Certificate of Authorization 9 9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL -- 1601 BEACH AVE A25) Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. (A) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: better "T" brace. 80% length of web member. Attached with 16d nails @ CHORD SPACING(IN OC) START(FT) END(FT) 6" OC. TC 25 0.00 7.00 TC 36 7.00 16.58 #1 hip supports 7 0-0 jacks to BC. BC 57 1.04 16.58 Left side jacks have 7-0-0 setback with 0-8-10 cant and 0-0-0 Deflection meets L/240 live and L/180 total load. overhang. End jacks have 7 0-0 setback with 0-8-10 cant and 0 0-0 overhang. Right side jacks have 0-0-0 setback with 0 0-0 cant and 0-0-0 overhang. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER — SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 5X8= 3X8= 1.5X3111 3 T 055 22-5 7— +10-7-8 3X7111 4X5= 6X10(R) III 3X7(Al) 0-8-10 7-0-0 I 9-7-0 16-7-0 Over 2 Supports R=1589 U=1122 W-7.625" R=1715 U=1211 i (33322A-MORALES CONST ��ri� P ,,• PC'gr Aa,E A25) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.6 •° ltfle .y Y:1 FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI4 AND; _ TC LL 20.0 PSF REF R235 36534 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSLPLAT • No 21]e'J l] INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PNIOR T STI GGGS]V.•77 ' TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY MifACHEQ i STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGTIE.W*. � �'Q�= BC DL 10.0 PSF DRW HCUSR235 03170421 *PRODUCTS. INC. SHALL N BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL�,/y��. (V� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLIJ�TJRJ R"".• `� BC LL 10.0 PSF HC ENG CR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DIS y`'�{�,'� . SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 3 " •••••.''\C�`` TOT.LD. 50.0 PSF SEAN 29040 (W, K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON TH�' V , DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PE A ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL, �,� '"� ,,` DER.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE THIS OMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 2D 'O3 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of A5uthorization# 1NSI/TPISE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL -- 1601 BEACH AVE - EJ26) Top chord 2x4 SP #2 120 mph wind, 11.94 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC OL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.00 BC 75 0.00 7.00 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD, 3 — 12 Rb 190 268 0-5 5 2 2-5 10-7-8 R=99 U=180 2X4(A1) 6-4-2 7-0-0 Over 3 Supports R=411 U-279 W=7.625" (33322A-MORALES CONST Dlf�'Al,� ..1-6a •BE �V'E - EJ26) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19 3��' QQ�Y:5 FL/-/4/-/E/-/- SCale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, [NSTALLINTO AND TC LL 20.0 PSF REF R235 36535 BRACING. REFER TO HTOIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS?LATE i N0• 2839 AP TT LD EA FS WE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1 53719), FDR SAFETY PRACTICES PP.`OR TO 1�/ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATi4CHED= _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE �' � /�C •:�= BC DL 10.0 PSF DRW HCUSR235 03170422 *PRODUCTS, INC. SHALL NOT BE RESPONSIDLE FOR ANV DEVIATION FROM THIS DESIGN: ANY FAI LClRE V�� C BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALL • /�Q (,v ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL o�yIl� •�•••�//��••:•• V BC LL 10.0 PSF HC ENG CR/WPF (WECK/HS)AGALV) STEDELPIAPPLY PLATESITO EAOCHEFACE OFATRUSSRANDADUNLOESSZOTHERWISE LOCATEOSON TH7 -/`�' •V��•�•••[`�v��` TOT LD 50.0 PSF SEON 29042 DESIGN, POS1 TION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER�, s/O N�1 �l' `\ Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FORSTHE TRUSSICOMPONENT DEOSIGNTSHOWNCEPTATHE 0IITAOILITY0 AND t��jf'ytl�`` DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 USE THIS OIRON ENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 2D 'D3 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization#5 JNSI/TPI1 SEun THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - HJ27 045) Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: The following members need concentrated loads at the heel : 3-0-0 CHORD SPACING(IN OC) START(FT) END(FT) span/setback member on the 0 8-10 cant side requires 7 lbs and the TC 75 0.00 9.90 3-0-0 span/setback member on the 0-8-10 cant side requires 7 lbs. BC 63 0.00 9.90 Sub fascia beam assumptions: 3-0-0 sub-fascia beam on the 0-8-10 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE cantilever side. 3-0 0 sub fascia beam on the 0-8-10 cantilever side. LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. Hipjack supports 7-0-0 setback jacks with 0-8 10 cantilever one face; 0 8-10 cantilever opposite face. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2.12 ,-1.5X4= -h-12 6-2 R=216 U-294 0 5-3 2 2-3 1078 7 4X4= R=389 U=180 2X4(A1) 8-11-6 9-10-13 Over 3 Supports R-367 U=288 W-10.783" SER P � {{33322A-MORALES CONST DUij'A �x�.,16Bi- 94.C'i99HJ27 D45) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19 3 '. 7� Y:1 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINR-AND •' lie TC LL 20.0 PSF REF R235- 36536 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS LATE}. No 22839 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53J19), FOR SAFETY PRACTICES PR�R TO i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT.T4CHED. y TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 7{ xxIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIRE BC DL 10.0 PSF DRW HCUSR235 03170423 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLINL'/� • V ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEio ORlQp.,.G `'�� BC LL 10.0 PSF NC ENG CR/WPF SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/IBGA (W,HS/KJ ASTM A�J3 �.• (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON TH -/`�' ""' ; TOT.LD. 50.0 PSF SEON 29050 DESIGN, POSITION PER DRAWINGS IBOA'2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PER S�ONA1.�� ANE% Al OF TP[ 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL , ,`i DUR.FAC 1.25 FROM RCT !�]pine Engineered PTOd11CIS,Inc, ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND t '�r -. Haines City,FL 33844 UNSI/TPIHISSEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 2D 'D3 SPACING 24.0" JREF 1S3R235_Z03 L FL Certificate of Authorization# 67 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE CJ28 1R 1L) Top chord 2x4 SP #2 120 mph wind, 11.70 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 0.00 5.04 BC 60 0.00 5.04 DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. 3 — �12-0-5 R=136 U1195 0 5-5 1-8-7 1078 R=51 U=180 2X4(A1) 078-10 4-4-9 �5-0-7 Over 3 Supports R=317 U=215 W-7.625" i (33322A-MORALES CONST DO/�1Py .1 g� ,q�0 CJ28 1R 1L) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19 '� I •. -Y:2 FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INS7ALLIIQt AND • r TC LL 20.0 PSF REF R235 36537 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS Z LATE• IVo. 22839 1• INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FDR SAFETY PRACTICES POR Tfl� •� - TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY At4CME — STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ — **IMPORTANT** FURNISH A COPY OF THI$ DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG l%E . BC DL 10.0 PSF DRW HCUSR235 03170424 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL[ /� • � gC LL 10.0 PSF HC-ENG CR/WPF ALPINEBRACINGOF TRUSSES. THIS DESIGNCONFORMSWITH APPLICABLE PROVISIONS OF NDS (NATIONAL •0Q •• \�SPEC. 8Y AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) AST •1' (�_ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND IJNLESS OTHERWISE LOCATED ON TR L�/w ��•t�;,`* TOT.LD. 50.0 PSF SEQN- 29044 DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PEF✓, uI/U FV ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND j,t",,�, DUR.FAC. 1.25 FROM RCT Ha/neSCity,FL 33844 USE THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 2D 'D3 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization#5 N51/TPIIS (33322A MORALES CONST DUVAL 1601 BEACH AVE CJ29 1R 1L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 11.45 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 38 0.00 3.04 BC 36 0.00 3,04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 F— 0-5-5 ( 11-6 5 T T R=81 U=180 1-2-7 10-7-8 R= 8 U=180 2X4(Al) +E 2-4-9 3-0-7 Over 3 Supports R=231 U-180 W=7.625" SIR PLT TYP. Wave TPI Design Crit: TPI STD32FLB�RALES CONST 19D11d13ALQ�a61 -•BE�C�Mji�Q� .ZJ29FL �L4 E Scale =.375" Ft. **WARNING* TRU55ES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINLPANO TC LL 20.0 PSF REF R235 36538 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSSZLATE i Q ••� INSTITUTE, 583 D'ONOF-91 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRWR T0� 0• 283`• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTaCHED• TC DL 10.0 P S F DAT[ 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i • **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIRC /�� BC DL 10.0 PSF DRW HCUSR235 03170425 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAI LI}R I. \/F'" •'tt�- ~ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, $HIPPING, INSTALL[NU�A /�D v ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL OEyF • ••pR�p••: BC LL 10.0 PSF NC ENG CR/WPF SPEC. BV AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM A A � • • (�_ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON TH y A ••••••• �y `� TOT.LD 50.0 PSF SEQN 29046__ DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER O u/D�AI _ ANNE% A3 OF TEL 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NAL E�iPlne Engineered PlOdUC(S,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR, THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND ,��t+'yt��,' OUR.FAC. 1.25 FROM RCT Haines Cdy,FL 33844 UNSIOTPIHISSEOMPZNENT FOR ANY BUILDING IS THE RESPONS iPIT ITY OF THE BUILDING DESIGNER. PER Un 2O 'O3 SPACING 24.0" JREF 1S3R235 Z03 FL Certificate of Authorization# 7I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR, (33322A-MORALES CONST DUVAL - 1601 BEACH AVE - CJ30 IR 1L) Top chord 2x4 SP #2 120 mph wind, 11.20 ft mean hgt, ASCE 7-98, PART. ENC, bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 13 0.00 1.04 TC 13 0.00 0.00 BC 12 0.00 1.04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 F– —� 11-0-5 0-5 5 0-8 7 R-31 U=180 10 7 8 R-52 U-180 2X4(A1) 0-10 9 1-0-7 Over 3 Supports R=21 U-180 W=3.814" (33322A-MORALES CONST DUy�C1 t,�1� 1,�FA�� V'� CJ30 1R 1L) PLT TYP. Wave TPI Desi n Crit: TPI STD FLBC 19. lt : •• � ? :2 FL 4 E Scale =.5" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLIN ND A � TC LL 20.0 PSF REF R235 36539 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS &GATE V INSTITUTE. 583 D'0N0 FRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR ISR TO NQ, 228,38 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT-WHED TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Z **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED OF BC DL 10.0 PSF DRW HCUSR235 03170426 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILI ;6 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLINCySyO �� : BC LL 10.0 PSF HC ENG CR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEOR�6II lSPEC, BYAE&PA) AND TP1. ALPINE CONNECTOR PLATES ARE MADE OF 20/I6GA (W,HS/Kj ASMA O � .��' � `(W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSSAND UNLESSOTHERWISE LOCATED ON TH 1 •'�*" "*' `_ TOT LD 50.0 PSF SEQN 29048 DESIGN, POSITIONPERDRAWINGS I60A-2. ANYINSPECTIONOF PLATES FOLLOWEDBY (1) SHALL BE PE10 'A/ T - ANNEXA3 OF TPI1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOA1 ,�/I'fN1 Y `�` DURFAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND t ` 1 Haines City,F- 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ,✓f+� FL Certificate of Authorization# 3NSI/TPI I SEC. 2. un 20 b SPACING 24.0" JREF- 1S3R235_Z03 CITY OFATLANTIC BEACH 800 SEMINOLE ROAD J ATLANTIC BEACH,FLORIDA 32233-5445 r� TELEPHONE:(904)247-5800 ,.r FAX:(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS Permit Application # 03 (t i Applicant: kloYr1 S coy)StYu(+-I Co, T- ' Address: Project: NCS 5E-�- -CD Ew 1 Q Cl. 6-YY7 our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed _ Date Contractor Notified Date u� r, 4-f '�777)�' CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW �C� �vp DUPLEX CONSTRUCT UNy Date: April 24, 2003 Job Addrass: 1601 Beach Avenue, Atlantic Beach, FL 32233 Owner of Pro Elizabeth P. Petway Address.-5Q11 Gate Parkway, Ste.- 150, Jacksonville, FL Telephone: (904) 399-3907 32256-2813 I.eg Description: 13 lock Number: Lot Number: _Zoning District: Contractor; Morales Construction Company, Inc. State License Number: CBC-040880 Contractor's Address: 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 'Telephone: (904) 296-9559 Fax: (904) 296-5846 Describe proposed use and work to he done: Build new detached garage and guesthouse Present use of land or building(s): Valuation of proposed construction: $251 ,737.00 Is approval or Homeowner's Association or other private entity reyutrcd7 No if yes, please submit with this application. Will this project involve changes in elevation,site grade or any use of rill material or the removal of any trees? ❑ NO. Applicant certifies that nv change in site grade or fill material will be used on this project. ® YES. Ser Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. ©NO. Applicant certifies that no trees will he removed for this project ❑ YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide-all information as a ro rinte. Incomplete applications may result in delay in issuance or permit STEP 1. Verify zoning do 1piation mid proper setbacks for the: proposed cxmistrucGon. Ir you are unsure of this information, ;Reece contact the Pltuming and Zoning Dcpu=cni at 904-247-5826. In order to correctly verify uming desipatinn, please have Propc:y Apprti%cr-s Rad Lstatc Number available. STEP 2. Contact the (Ity of Atlantic Bcacli Dcpanmuu of Public Works to do minc if a pre construction or post-wnsuuaim topoguphic;ii survey or grading plan is required. (if not required.wrinca vvrilieation moat he providal witli this Villicmticui.) The Ekpuninertt of Public Works is loc tc d at;1200 Sandpiper I erne:.Atlantic lle=tL Ft. 322.33 'Telephone:(904),247-5934 STEP 3. Submit Tree: Removal Application if trees tin:to he removed or rcloc med. STEL'4. Pltr c submit Building Permit Applieattiun, Energy Cock Fomis. Notices cif Commcncancrit. OwntrK.mtraetot A`lidavit if owner is contrtactor,and Cour(4)complete sets of construction plata to the lluildinb Depanment.whic;ti is locoed,tt the Atlantic Beach City I lull,K00 Seminole Road.Atlantic Be,,t;h,FL 32233 Tcicpluxic:(904)247-Sr-6 340 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904):47.5800 -Fax- (904)247-5845 - http://www.cLatlantic-beach.a.us Paec i Keiscd 1/140 In Udditiem to corsstruaion and engineering detail,plans must contain the following information as appropriate fin'the type of work bcing pebrinW. Scvic of drawing%stmuld be suilicicnt to depict all rcyuircd information in a clear and i4bic rnwricr. I. Currcni survey showing the props ny bounduuy with bmwings and dis=oea and the)dial destri0on, 2. 1 x=6cm oral stnictures.tenipurary ttnd permanent,including sctbucks,building height,number of stories and square k>ntag. identiry any existing struaurc.5 and uses. 3. If ru Wnil by the Department of Public Works,a prc-urnstruuion ttTxgphical aurvcy. 4. Any.significant environmental i'catums,including any jurisdictional wetlands,CCC;1—natural water bodice. 5. impervious Surface area calculations: include driveways,sidewalks, patios and other impervious Surface& Swimming pods may be excluded from total lmpervioas surface. 6. (hhcr information os may be appropriate lir individual applications. I hereby certify that all iniiinnution pmvidcd with this application is correct. Si6mantrc 0rowncr: /1 Datc:_ �T' az_ V i hereby ecrLify that I have: read and cxamincd this upplicution and know tl)c Brune to be true and correct. All provisions of the iowl and ordinanccz governing this tylx:of work will be complied will-, whether spedlicd herein or tax. The ganting of a permit ck=not presume to give audxnrity to violate or cane l the provisions orany federal,stag:or local rules,regulations,ordinances,or laws in any manna,including the governing of canstnuaion or the performance of conrstruetitm of the property. I understand that the ixsuancc of this permit is oirttingmt upon the :eve infuriation being true an and that t s and supponing data have been or shall be provided as rtxluircd. 5ignaturcol'Contraaor:.. Dn1.e:� Address and contact information of person to receive all correspondence regarding this application (please print). Name: Mr. Ricardo Morales, III Mailing Address• 6950 Phillips Highway, Ste. 15, Jacksonville., FL 32296 _ Telephone- (904) 296-9559 Fax: (904) 296-5846 ^E-Mail: rick@moralesgroup.com ASCO OWNER: Sworn to and subscribed before me this S?Z/!L"_ day of � 1r ,20 0—S. State of Florida,County of Duval COL LETTE F BREWSTER Notary's Sibndturc: Notary Public-State of Florida €• • MVCartrrtidatEiPitesFeb28,Zpp7 Personally known •, �,r C=fnkslon#f DD184119 ❑ Produced identification ��•"••W-11 Borrclsdey"OrrolNalaryAan. Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this, CSC day of State of Florida.County of Duval COLLETTE F BREWSTER Notary's Signature: • .l Q/1' Notary Public-State of Florida •%*Camnties1onE0%Feb28.2007 �sonally known . ConnmWion#DDI$4119 as #WX*d8VWN0ftYAfai. ❑ Produced identification Type of identification produced _ 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Telephone: (904)247-5800 • Fax: (904)247-5845 - httpJ/www.ci.atlantic-bcach.il.us Page 2 Revisal 1/I4R13 ' CITY OF ATLANTIC BEACB FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1601 Beach Avenue Type of Development:_ Flood Zone: x Required Lowest Floor Elevation: 14' - 41, Garage If building is located within a flood hazard 7.one, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that sone. No final inspection will he made and no Certi-ficate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affectin the pro osed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Depa nment Representative UvLwd 1117/03 CITY OF ATLANTIC BEACH r� t 800 SEMINOLE ROAD A D ATLANTIC BEACH,FLORIDA 32233-5445 y;, 1 TELEPHONE:(904)247-5800 Cj� FAX:(904)247-5805 J SUNCOM:852-5800 http://ci.atlantic-beach.fl.us Vis. ,Jl� � PLAN TREVI W COMMENTS Permit Application # 0 3— o� to 'A-0 1 Applicant: 4OV/1-a U S Wr-� '-u(/-f l 0-n cc) Address: I L,p I uC . Project: L- rl -t—a- cyaczct gar-ac— Lk2 i J 5,A— our application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by Signed— 6t 4A- Date 7-d Contractor Notified Date y CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RF,SIDF,NCE AND DUPLEX CONSTRUCTION) Datc: April 24, 2003 Job Address: 1601 Beach Avenue, Atlantic Beach, FL 32233 Ownca of Property: Elizabeth P. Petway Address: 5011 Gate Parkway, Ste. 150, Jacksonville, FL Telephone: (904) 398-3907 32256-2813 Legal Description: l3lock Number: Lot Number: —Zoning District:— ^ Contractor: Morales Construction Company, Inc. StateLiccriseNutriber: CBC-040880 Contractor's Address: 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 'Telephone: (904) 296-9559 Fax: (904) 296-5846 Describe proposed use and work to he done: Build anew single family residence. Present use of land or building(s): Single Family residence. Valuation of proposed construction: $11133,413.00 Is approval of Homeowner's Association or other private entity required? No if yes, please submit with this application. Will this project involve changes in elevation,site grade or any use or fill material or the removal of any trees? ❑NO. Applicant certifies that no change in site grade or rill material will be used ou this project. ® YES. Sec Step 2 below. Approval of the Public Works Department is required prior to issuance ora Building Permit. ®NO. Applicant certifies that no trees will he removed for this project. ❑ YES. Removal of Trees will he required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. ,Procedure: in order to expedite issuance of permits, please follow all steps and provide all information as appropriate Incomplete applications may result is delay in issuance of permit- STEP 1. Verity routing da%ignation :aid Proper setbacks for the: proposed construction. II'you are unwire of this inibrmatiort, p)c%;sc uuitact the Planning and Zoning Depaut ncni at 904-247-5826. In order to correctly verify u)nirig designation, please 1Ave Property Appntiscr's Rrd L-,=c Number available. STEP 2. Contact the (:sry or Atlantic Bcaeb Department of Publiu Works to dacrminc if a Pre-construction or post-amstructicon topogaphical survey or grading plan is reluired. (if not reyuirod.wrincn vcHiication must hc: provided with this appliu"tticui.) The Departsnc:rit of Public Works is located n: 1200 Sandpipea-I esu:,Atlantic Fadi,Fl. 32233 'Telephone:(904)247-5834 STEP 3. Submit Tree Rcmovul Application it'trecs tore to be removed or relocated. STEP 4. ?leak submit Building Permit Application, Energy C.4xks Kornis, Notice of Convnenemncnt. Owner/(�)tltraetor Atlidavit if owner is contractor,and four(4)complete sets of ccnstruetion platy to tiie Building DcPantncnc.which is loculed,4 the Atlantic Beach City I lull,300 Seminole Road.Atlantic Bruin,PL 32233 Telephone:(904)247-SH26 $00 Seminole Road •Atlantic Beach, Florida 32233-5445 P•rec I Telephone: (904)247.5800 •Fax. (904)247-5845 -http://www.cLatlantic-beach.11.us KL%i 1/)4A)3 In additirnt to construction and cngincering detail,plaris mint amtain the following information as appropriate lbr the type of work being pc ormed, Scailc of drawings should be sulticient to depict all required information in a clear and legible munncr. I, Cuercni.survey showing the property Niundwy with be strings and diatancca and the legal description. 2. t.optimi oral l structures,temporary atnd punuanent,including setbacks,building height,number of stories and square lircrlage. IdLnil fy any existing structures and use%. 3. If required by the Dcpcartment ol'l'ublic Works,a pro-coristruction tcT*graphical%urvey. 4. Any signifuc ant environmental features,including any jurisdictional wetiands,CCU_natural water bodies, 5. impervious Surface area calculations: include driveways,sidewalks, patios and otber impervious Surfaces, Swimming iroois may be excluded from tool impervious Surface, 6. Other information as rosy be appropriate frz individual applications. 1 hereby certify that a)1 information provided with this application is correct. +/ SiL7tattue oI'own er: Date:9z `�� ^ I hereby certify that i ttavu read wtd csumined this upplieation • ow the same to be true and eorrcct. All provisions or the laws and trrdinan=govmning this typo:of work will be complied will, whether specalie;d herein or not. The granting ora permit d,=not presume to give uuthority to violalc or cancel the provisions of any federal,state or local rules,regulations,ordinunecs,or laws in any munncr,including the governing of uonstruexion or the performance of construction of the property. I ur+d=tand that the issuanec of this permit is exuningcatt upon the uhovc inCmnation being true and coma an at the pians and supportin have been or+hall tv provided as rNuired. 5ignaturc nl'Contruaor: 19 LZ Date- 12 Address and contact information of person to receive all correspondence regarding this application (ptemsc print). Name; Mr. Ricardo Morales, III Mailing Address;_ 6950 Phillips Highway, Ste. 15, Jacksonville, FL 32216 Telephone: (904)296-9559 Fax: (904) 296-5846 E-Mail.rmjr@moralesgroup.com ASCO OWNER: Sworn to and subscribed before me this 0day of ,200 3 . State of Florida,County of Duval ",+iY P,,,,� COLLETTE F BREWSTER Notary's Signature: J ` r.Notary Public-State of Florida • Commission#0018411 Personally known 'b bnfi�dMNtxlbrtolNdaYAan ❑ Produced identification Type of identification produced AS TO CONTRACTOR: Sworn to and subscribed before me this,C:9Y_ day of` ,2p e 3 State of Florida,County of Duval ti +,p,,, COLLETTE F BREWSTER Notary's Signaturc: _ Notary Public-State of Florida •'_*CarttrthebnE�esFeb28,2007 Personally known Commission#DD184119 ❑ Produced identification M+N ��',, larded8yNo1IW�Y�um Type of identification produced - 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Parc Telephone: (904)247-5800 -Fax: (904)247-5845 • http://Www.ei.atlantic-bcach.il.uti 2 RevisW 1/14103 tt1 CITY OF ATLANTIC BEACB FLOOD PLAIN DEVELOPMENT INFORMATION Location: 1601 Beach Avenue S Type of l)evclopment: ingle Family Residence Flood Zone: x Required Lowest Floor Elevation: 271 - 6" NGVD If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made: and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the proposed development. Applicant's Signature: G%� �� Date: Department tJse: Required lowest floor elevation: As built lowest floor elevation: Survey tiled with Building Department: Building Department Representative It-isW 1/17/03 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION NOTICE TO PROCEED Permit Number: DU-325 Permittee: Permit Expires: December 9, 2005 Elizabeth P. Petway c/o Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 You are hereby granted final authorization to proceed with the construction or activities authorized by the permit number referenced above. Authorized work must conform with the detailed project description, approved plans, and all conditions including preconstruction requirements included in the final order. A brief description of the authorized work follows. Project Description: Rebuild an existing two-story, single-family dwelling, other structures/activities, excavation and placement of fill. Project Location: Between approximately 450 feet and 510 feet south of the Department of Environmental Protection's reference monument R-46, in Duval County. Project address: 1601 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. Questions regarding the permit or this notice should be directed to the undersigned at: Bureau of Beaches and Wetland Resources 3900 Commonwealth Blvd. - M.S. 300 103 / Tallahassee, Florida 32399-3000 Dat of Notice Sus r , Engineer Telephone: 850/487-4475 SD/dw cc: Permit File Permit Information Center Bobbie Nelson, Field Inspector Elizabeth P. Petway, Property Owner City of Atlantic Beach Building Official DEP Form 73.131 Otov.o„" Post Conspicuously on the Site ! Gar f3 �_4c Ari.. 01tiiOY Department of Environmental Protection A: Marjory Stoneman Douglas Building Jeb Bush 3900 Commonwealth Boulevard David B.Struhs Governor Tallahassee, Florida 32399-3000 Secretary December 9, 2002 Kevin Partel, President Coastal Consulting and Restoration, P.A. 4230 Myrtle Street St. Augustine, Florida 32084 Dear Mr. Partel: NOTICE TO PROCEED WITHHELD PERMIT NUMBER: DU-325 PERMITTEE NAME: Elizabeth P. Petway Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection. However, construction may not commence until after the permittee. has received a notice to proceed in accordance with Special Permit Conditions 1, 2, and 3, and the permittee complies with any preconstruction requirements described in Special Permit Conditions 4 and 5. Please read the permit and permit conditions including both the Standard Permit Conditions and any Special Permit Conditions closely before starting construction. Standard Permit Conditions 1(q), 1(r), and 1(s) pertain to written reports which must be submitted to the Department of Environmental Protection under the signature and seal of a professional engineer, architect, or land surveyor (as appropriate) at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Wetland Resources on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire December 9, 2005. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than one additional year. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. Any person whose substantial interests are affected by any decision of the Department on the application has the right to request an administrative hearing in accordance with the provisions of Sections 120.569 and 120.57 of the Florida Statutes. Should you desire an administrative hearing, your request must comply with the provisions of Rule 28-106.201 of the Florida Administrative Code, as indicated below. Send requests for hearings to the Department of Environmental Protection, Office of General Counsel, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399. The Department must receive the request within twenty-one days after your receipt of this notice. "More Protection, Less Process" Printed on recycled paper. Kevin Partel, President December 9, 2002 Page 2 ' When the Department receives an adequate and timely filed request for hearing, the Department will request the assignment of an administrative law judge. Once an administrative law judge is requested, the referring agency will take no further action with respect to the proceeding except as a party litigant, as long as the Division of Administrative Hearings has jurisdiction over the formal proceeding. Rule 28-106.201(2) of the Florida Administrative Code requires that a petition or request for hearing contain the following information: (1) The name and address of each agency affected and each agency's file or identification number, if known; (2) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests will be affected by the agency determination; (3) A.statement of when and how the petitioner received notice of the Department's action; (4) A statement of all disputed issues of material fact. If there are none, the petition must .so indicate; (5) A concise statement of ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the Department's proposed action; (6) A statement of the specific rules or statutes the petitioner contends require reversal or modification of the Department's proposed action; and (7) A statement of the relief sought by the petitioner, stating precisely the action petitioner wishes the Department to take with respect to the Department's proposed action. A person may request an extension of time to petition for an administrative hearing. The person filing the request for extension must do so within the time limits for filing a petition described above and serve all parties with the request. The request must state why an extension is needed. . The Department will grant an extension only when good cause is shown. If a petition or request for extension of time is filed, further order of the Department becomes necessary to effectuate this notice. Accordingly, the Department's final action may be different from the position taken by it in this notice. Actions undertaken by you under this permit, pending the lapse of time allowed for the filing of such a request for hearing, may be subject to modification, removal, or restoration. Failure to petition within the allowed time frame constitutes waiver of any right that such a `person has to request a hearing under Section 120.57 of the Florida Statutes and to participate as a party to the proceeding. If a legally sufficient petition for hearing is not timely received this notice constitutes final agency action. When this order becomes final, any party to the order has the right to seek judicial review under Section 120.57 of the Florida Statutes and Rule 9.030(b)(1) and 9.110 of the Florida Rules of Appellate Procedure by filing a notice of appeal with the Department of Environmental Protection, Office of General Counsel, Department Clerk, 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399, and with the appropriate district court of Kevin Partel, President December 9, 2002 Page 3 appeal within thirty days after this final order is filed with the Department Clerk. The notice filed with the district court must be accompanied by the filing fee specified in Subsection 35.22(3) of the Florida.Statutes. Any subsequent intervention will only be at the approval of the presiding officer upon motion filed under Rule 28-106.205, Florida Administrative Code. A person whose substantial interests are affected by the Department's proposed agency action may choose to pursue mediation as an alternative remedy under Section 120.573 before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth below. A person may pursue mediation by reaching a mediation agreement with all parties to the proceeding (which include the applicant, the Department, and any person who has filed a timely and sufficient petition fora hearing) and by showing how the substantial interests of each mediating party are affected by the Department's action or proposed action. The agreement must be filed in (received by) the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, by the same deadline as set forth above for the filing of a petition. The agreement to mediate must include the following: (a) The names, addresses, and telephone numbers of any persons who may attend the mediation; (b) The name, address, and telephone number of the mediator selected by the parties, or a provision for selecting a mediator within a specified time; (c) The agreed allocation of the costs and fees associated with the mediation; (d) The agreement of the parties on the confidentiality of discussions and documents introduced during mediation; (e) The date, time, and place of the first mediation session, or a deadline for holding the first session, if no mediator has yet been chosen; (f) The name. of each party's representative who shall have the authority to settle or recommend settlement, and (g) Either an explanation of how the substantial interests of each mediating party will be affected by the action or proposed action addressed in this notice of intent or a statement clearly identifying the petition for hearing that each party has already filed, and incorporating it .by reference. (h) The signatures of all parties or their authorized representatives. As provided in Section 120.573 of the Florida Statutes, the timely agreement of all parties to mediate will toll the time limitations imposed by Sections 120.569 and 120.57 for requesting and holding an administrative hearing. Unless otherwise agreed by the parties, the mediation must be concluded within sixty days of the execution of the agreement. If mediation results in settlement of the administrative dispute, the Department must enter a final order incorporating the agreement of the parties. Persons whose substantial interest will be affected by such a modified final decision of the Department have a right to petition for a hearing only in accordance with the requirements for Kevin Partel, President December 9, 2002 Page 4 such set forth above, and must therefore file their petitions within twenty-one days of receipt of this notice. If mediation terminates without settlement of the dispute, the Department shall notify all parties in writing that the administrative hearing processes under Sections 120.569 and 120.57 remain available for disposition of the dispute, and the notice will specify the deadlines that then will apply for challenging the agency action and electing remedies under those two statutes. You are advised that notice of this agency's final action on this permit has been given to other interested parties. They have twenty-one days from receipt of the notice to exercise any rights they may have under Chapter 120, Florida Statutes. Actions undertaken by you under this permit, during this period may be subject to modification, removal or restoration. The authorized work is strictly limited to that described on the enclosed final order. Please direct any questions pertaining to this permit to me by letter at the above address, or by telephone at 850/487-4475. Sincerely, Susan DeVore, Engineer Bureau of Beaches and Wetland Resources SD/dw Enclosures cc: Permit Information Center Bobbie Nelson, Field Inspector City of Atlantic Beach Building Official Elizabeth P. Petway, Property Owner ��`4RotEaio. STATE OF FLORIDA NOTE: THIS AUTHORIZATION o��E� DEPARTMENT OF ENVIRONMENTAL PROTECTION IS DIFFERENT FROM THE � �; Division of Water Resource Management W Bureau of Beaches and Wetland Resources ORIGINAL REQUEST. SEE FLOR A 3900 Commonwealth Blvd. -Mail Station 300 SPECIAL PERMIT CONDITIONS. o Tallahassee, Florida 32399-3000 (850) 487-4475 PERMIT NUMBER: DU-325 PERMITTEE Elizabeth P. Petway c/o Kevin Partel, President Coastal Consulting and Restoration, F.A. 4230 Myrtle Street St. Augustine, Florida 32084 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINAL ORDER FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line which are indicated in the project description, was filed by the applicant/permittee named herein on October 4, 2002, and was determined to be complete pursuant to rule on October 4, 2002. The proposed project is to be located landward of the 30-year erosion projection and the.existing line of construction established by major structures in the immediate area. .CONCLUSIONS OF LAW: After considering the merits of the proposal and .any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in.the project description are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Rule 62B-33.007(6), Florida Administrative Code; and that it is an activity or type of construction which the designee of the Chief of the Bureau of Beaches and Wetland Resources has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective June 21, 2001. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department. Therefore, future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the Standard Permit Conditions which are attached and are by this 'reference incorporated herein, and any additional conditions shown below, pursuant to Subsection 161.053(5), Florida Statutes. EXPIRATION DATE: December 9, 2005 0 PERMITTEE: Elizabeth P. Petway PERMIT NUMBER: DU-325 PAGE 2 LOCATION: Between approximately 450 feet and 510 feet south of the Department of Environmental Protection's reference monument R-46, in Duval County. Project address: 1601 Beach Avenue, Atlantic Beach. PROJECT DESCRIPTION: Rebuilding of an Existing Two-Story, Single-Family Dwelling 1. Location relative to control line: A maximum of 133.7 feet seaward. 2. Exterior dimensions: 94.6 feet in the shore-normal direction by 42.9 feet in the shore-parallel direction. 3. Type of foundation: 14-inch diameter auger-cast piles. Excavation/Fill 1. Total volume of excavation: Approximately 150 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: From approximately 0 to 64 feet seaward of the control line. 3. Maximum depth of excavation: Approximately 2 feet below existing grade. 4. Volume of fill: 150 cubic yards. 5. Location of imported fill from excavation to be placed: From 133 to 175 feet seaward of the control line. Other Structures/Activities 1. An open, seaward, wooden deck of dimensions 10 feet in the shore-normal direction by 42.5 feet in the shore-parallel direction is to be located on the first floor, a maximum of 143 feet seaward of the control line. See Special Permit Condition 2. 2. A 4-foot wide brick paver walkway on the south side of the proposed dwelling. 3. A concrete driveway is to be located a maximum of 40 feet seaward of the control line with control joints on 5-foot centers each way. 4. Demolition of existing structures. PERMITTEE: Elizabeth P. Petway PERMIT NUMBER: DU-325 PAGE 3 SPECIAL PERMIT CONDITIONS: 1. No work shall be conducted under this permit until the permittee has received a.written notice to proceed from the Department. 2. Prior to issuance of the notice to proceed, the permittee shall submit two copies of detailed final construction plans and, specifications for all authorized structures or excavation, including all appurtenant structures and utilities. These documents shall be signed and sealed by the design engineer or architect (as appropriate), who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-33.007, Florida Administrative Code. These plans and specifications shall be subject to approval from the staff and shall include or reflect the following: Revised plans that show the timber deck on the east side of the structure supported by a maximum of a 6-inch by 6-inch timber post. 3. Prior to issuance of the notice to proceed, the permittee shall submit two copies of a lighting plan for review and approval. The lighting plan shall depict temporary construction and permanent exterior lighting appropriate for the protection of marine turtles. The lighting plan shall have clearly marked symbols showing the location of each type of exterior fixture for the depicting the symbol for the light type: fixture name or stock number; number of fixtures; bulb wattage and type; type of mount; and mounting height of proposed lighting and a detailed description (manufacturer's cut sheet) of proposed lighting and fixtures as described in the lighting plan shall be provided. 4. Prior to commencement of construction activity authorized by this permit, a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Bureau of Beaches and Wetland Resources to establish an understanding among the parties as to the items specified in the special and standard conditions of the permit. The proposed locations of the structures shall be staked out.for the conference. Please call Ms. Bobbie Nelson at (877)332-4307 for an appointment. 5. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected at the discretion of the field engineer along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative, so as to provide maximum protection to the existing vegetation located on the site. 6. All rubble and debris resulting from this construction shall be removed to a location landward of the coastal construction control line. PERMITTEE:. Elizabeth P. Petway PERMIT NUMBER: DU-325 PAGE 4 7. All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior structural or landscaping lighting . is authorized. CAVEAT Due to potential adverse impacts to the beach and dune system that may result from additional development on the property, the seaward extent of the permitted structures shall not be increased, nor will any additional major structures be permitted which would exceed the limits established by the permitted construction seaward of the coastal construction control line. Approved plans are incorporated into this permit by reference. Done and ordered this da of /' 2002 in Tallahassee Florida. Y , Attachment: Standard Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S 120.52 Department of Environmental Protection Florida Statutes, with the designated _ Department Clerk, receipt of which <Z� — is ereby acknowledged. E. Olu. Sawyerr, P. E. Admim Bureau of Beaches and Wetland Resource Deputy Clerk Date Department Of Dep ?rotecfot' q. a menta En4ir�n David B•5truhs S ' 3 Buildin Secretary °�S 7 ��fr �� b w Stoneman Douglas d � t�larjorY rnonvJealth Boulevar 3900 Com 32399-3000 Tallahassee,Florida f"JJa g i jeb Bush November 4) 2()()2 Governor Z CONCERN TO�` COMMent Reque`t for WUU 325 the referenced File Number. petway is considering Florida Statutes' Elizabeth V. pr°tectio tion 161. Appdcant: mens of Environmental t tO $ec of the plans is enclosed. ermit, pursuan A copy notified that the Departntrol line p ward deck. hereby coon co sea Department of You are coastal coasts 1 d"Welling and e local tion for ew single-farm�' feet to 510 feet South � within the applica coon of a n for the const g.-46, i .Duval County, ted approximatelyit 50 sed PrO3�t is located monument The proposed tion s reference Project address e eminent of Environmental Protection f Atlantic accuracy and Environmental to assist the D p Far a f the City jauted in order ,,Mit application• or rationale jurisdiction being distri decision on the Pe data, evidence' ,Mit will comment notice is to base a with supporting to whether a pe public com hick in Writing decision as coon. (2) This p facts on `�' submitted� � cOnstru in developing should be comments. Tuacy of the propo eXpected impact prOtectian 1 comments of the basis for the c°design adeq stem• (3) The coon completeness a1 ding 1 The Proposed constru furnish a clear underso an evaluation of: ( ) to the beachJdteU pact of the prop t to local to based sed construe ti°n e expeC ction With rev will be t Prop. (4) f cOnstru (6)The expected be issued act of the prop° n of the proposed Property. ted imp to adjace p siting of the The eXp� construction ropriate land portions d their habitat. Of the proposed ss. ($) App usage of up batchlings anof this notice to Susan public beach access- d maximum turtles and an lateral p restrictions, a nesting sea date d Coast zoning coon on n s after the chi Ps for the Setback, used cOnstru rteeii (1'l) calendar day Office of impact of the prop tion, ental protec da 3239 5050 West within f OU vixOnm assee,Flori stems at be Submitted artment Of En 310,Ta11ah d Coastal SY paid Dep 1 station 310, ches an Comments sh�n�r the Fi°rid h goule",rd, l`�he of$e DeV )re,t�uu Cola"1 e at the office of lorida• B ,f�ahassee, S roP°sed WOr eet aBu lding , Tennessee Str OW, Enclosure Less Process ,.More Protection, " Printed on recycled paper. MAP SHOMANG SURVEY OF far Lr ,-aaw,► a�a,► now r t-at' s a � a K t$ S S t.� 96th STREET i � swr res � E SITE PLAN_ scw►g:vie�_� _. .J.�.J s err a 19 S ------------ SITESECTION SCAM 0 tns=� CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 r) SUNCOM:852-5800 httpa/ci.atlantic-beach.fl.us September 30, 2002 TO WHOM IT MAY CONCERN: Re: 1609 Beach Avenue Petway Residence Dear Sir- This letter serves to confirm that the above referenced property is zoned Residential,Single-family(RS-2)and is located within a RL(Residential, Low Density) future land use designation as established by the Comprehensive Plan of the City of Atlantic Beach. Subject to all other applicable permitting requirements, the proposed residential use is consistent with the established Zoning District and the Comprehensive Plan designations. Please feel free to call (904) 247-5826 with any further questions. Sincerely, fon C. Ford z. Building Official /4-� e�:� Jti44 SonyaCIDoerr Community Development Director CC". City Manager Richard Skinner r� .. & Assoc i ates it L L^Le#0 A! ;ter;' I '("Offl 27 September 2002 City of Atlantic Beach Mr. Don Ford Building and Zoning Atlantic Beach Bldg. Department 800 Seminole Rd. Atlantic Beach, Fl. 32233 Re: DEP submission letter Dear Don, Please review the drawings we have included for the new single family residence located at 1601 Beach Ave. Included with this letter is a site plan and site section with improvements, existing conditions survey, exterior elevations (4) of the residence, and a letter from Boatwright Surveyors indicating the calculated average grade of the site. Please note that all building heights are shown on the site section. We are asking for a letter from you confirming that the improvements we are proposing are consistent with building and zoning regulations. This will be included in our DEP application to the state of Florida. We have an appointment with the DEP in Tallahassee on Monday of this coming week. I apologize for the last minute request, but we have been waiting for survey information that has held up this submission. Please note that the proposed detached Garage is only shown on the site plan and site section. Because it is west of the Coastal Construction Line, it does not need to be a part of this application. If, however, you see any thing that needs review please call our office and speak to myself or Mary Ann Myler. Thanks for your help with such little notice. Please give us a call when we can pick up the letter. Si erely, gk-�� Richard G. Skinner III, AIA Richard Skinner & Associates, Architects 2245 St. Johns Avenue Jacksonville, Florida 32204 Tel 904.387.6710 Fax 904.387.1413 #AKOOI:D_S38 BOATWRIGHT D DEN LAND L D SURVEYORS, S VEYORS INC. September 3, 2002 Richard Skinner Richard Skinner & Associates 2245 St . Johns Avenue Jacksonville, FL 32204 Re : Average Grade Residence No. 1601 Beac4 Avenue Atlantic Beac4 Dear Mr. Skinner, We performed an Average Grade Calculation for the residence at 1601 Beach Avenue using a 10 foot grid over a buildable area from the 20 foot front set back off of Beach' Avenue easterly to the building line . The Average Grade was calculated to be 26 .4 ,feet.-.•NGVD. The. elevations used to determine this were based on/our file no. 2001-901 dated Ocobe.r 16, 2001 . Please call if you need any clarification. Sin rely, s Donn W. Boatwright, P.S .M. FL Registered Land Surveyor No. 3295 DWB/mcr 1711 5TH STREET SOUTH - JACKSONVILLE BEACH FL. 32250-4040 - (904) 241-8550 - 241-3346 CITY OF 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 - TELEPHONE(904) 247-5800 FAX (904) 247-5805 SUNCOM 852-5800 DATE 2�-o� JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT �S CITY OF ATLANTIC BEACH r 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025988 Date 5/01/03 Property Address . . . . . . 1601 BEACH AVE Tenant nbr, name 3/4" WATER METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ PETWAY, THOMAS III OWNER 1601 BEACH AVENUE ATLANTIC BEACH FL 32233 (904) 398-6304 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 5/01/03 Valuation . . . . 0 Expiration Date . . 10/28/03 ---------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ------------ ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 445 . 00 445 . 00 . 00 . 00 Grand Total 445 . 00 445 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUILDING OFFICIAL Rpr , 30 03 01 : 22p Information Systems 247-5845 p- 1 CITY OFATLANTIC BEACH *r`s`f�'L\1.✓jv� 800 SEMINOLE ROAD c� ATLANTIC BEACH,FLORIDA 32233-5445 Std TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOM: 852-5800 -r http://ci.atlantir--beach.fl.us r�J131�� Date: - 3o - 0 Address: 44.1 F - 1 rte r Grp?fav NF_7,_r2— The cost to connect to the City sewer and/or water system are as follows: Sewer Tap.-Labor and Materials to tap into sewer main (Estimate from Public Utilities) $ O Water Tap-Labor and Materials to tap into water main (From Ord. 22-28) Water Meter-Cost of Meter (85.00) $ $S',O O Cross Connection Inspection -Inspection by Public Works to insure backflow prevention (35.00 '/4"-Ord. 22-28(a)) $ 3 ,5-. 00 Sewer Impact Fees-Funds future expansion of the sewer plant (1250.00 each living unit- Ord. 22-17-0) Water Impact Fee-Funds future expansion of the water plant (From Building Dept. -Ord. 22-29 FLA. Plumbing Code) $ - 0 - Capital Improvement-Funds for improvements, expansion or replacement to water system (325.00-Ord. 22-28) $ .3 J- o`er TOTAL COSTS $ y��• o DCF/js CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT — -� PERMITINFQRMATION -- =- Lt CATION INF�,IRMA`1'IO1V Permit Number: 22614 Address: 1601 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: Est. Value: Parcel Number: Improv. Cost: OWNER tNIrDRMATtON - Date Issued: 9/05/2001 Name: PETTWAY Total Fees: 25.00 Address: 1601 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 9/05/2001 Phone: (904)262-1264 Work Desc: CONVERT 200AMPS SERVICE T, "UNDERGROUND CoNT12ACT S AI~►P4fCATi+ON FEES _ MCCLURE ELECTRIC SERVICE �� w�PERSIT 25.00 4 4 � � X , y a=, FINAL ELECT Ni § N_ . NOTICE INSPEGTlO T.BE REOttT` AT BAST 24 HOURS P OR TO 111SPECTION _ „ — BUILDING MATERIA, RUBBIS D BFtIS FRSM THI;?WORK MUST NOT BE CED IN PUBLIC SPACE,AND MUST BE CLEARED lV AND HA JAWAY BY EITHER CONTRACTOR ORO R �. "FAILURE TO COMPL WITH T OISTUCTION LIEN AN RESt f IN THE fv 010 PROPERTY OWNER PA NG k E HITS_ �, ISSUED ACCORDING TO APPRO ,P- S,W H -R P T F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PR § SWY , ATLANTIC BEACH BUILDING DEPT. Date:e 9/85/81 81 Receipt: IW12 J CITY OF ATLANTIC BEACH 1 DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION �__ LOCATION,INFORMATION-- Permit NFORMATION _Permit Number: 22613 Address: 1595 BEACH AVENUE Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: CProposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: i Est. Value: Parcel Number: _ Improv. Cost: — INFORMATION Date Issued: 9/05/2001 Name: PETTWAY Total Fees: 25.00 Address: 1601 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 _ Date Paid: 9/05/2001 Phone: (904)262-1264 Work Desc: CONVERT FROM OVERHEAQ_—.-UNDERGROUND 100 AMPS SERVICE _ CONTRACTORS 4 AjI PLICATION FEES _—. MCCLURE ELECTRIC SERVICE = ERMIT 25.00 �. ti. . T_ 4 .o .1P` YAt.1 - FINAL ELECTRIC " r. x NOTICE- 1 PECTiO Ike 40M . ) T L � '` HIpURS.P OR TO INSPECTION _. -- - -- BUILDING MATERIA. RUBBISI+ I 1 15 FROM THIS WORK MUST NOT BE CED IN P�1BLiC SPACE,AND MUST BE CLEARED l ?AND.HAU _ 'WAY BY EITHER.-CONTRACTOR OR O ER � "FAILURE TO COMPLEX WITIiT RlIX,TION LIEN AWSAN I ESIJILT IN THE PROPERTY OWNER PA�lVG ISSUED ACCORDING TO APPROVIP SI CH RTFf F AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO ATLANTIC BEACH BUILDING DEPT. htee: 9/855/61 61 Receipts IM12 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-5877 i ELECTRICAL PERMIT _ T = PERMIT N INFORMATION — _ LOCATIC)N IFQRMATIO --- Permit Number: 22615 Address: 1595-A BEACH AVENU E PATLANTIC BEACH, FL 32233 Permit Type: ELECTRICAL Township: Range: Book: Class of Work: ALTERATION Lot(s): Block: Section: Proposed Use: SINGLE FAMILY Subdivision: Square Feet: Est.Value: Parcel Number: Improv. Cost: __ O�+�R I`NFORMATI�N 'I Name: PETTWAY I Date Issued: 9/05/2001 Address: 1601 BEACH AVENUE Total Fees: 25.00 ATLANTIC BEACH, FL 32233 Amount Paid: 25.00 Phone: (904)262-1264 Date Paid: 9/05/2001 ---RGROUND -- Work Desc: CONVERT 200AMPS SERVICE -- „UN RGROUND --- -t A�ppI.ICATION FEES 25:00 T_. CONTtACTE)R S" RMIT MCCLURE ELECTRIC SERVICE , 1 11, x a yiK7 :, f t :. 5` X'` FINAL ELECTRIC —� OINPECTION NOTICE- 1NPECTIO� BE ftQtTED AT LAST 24 H3URS PK . I y. I is PRO THt$:�1NORK MUST NOT BE PL. CED tN PUBLIC SPACE,AND BUILDING MATERIAL" RUBBISH' , MUST BE CLEARED U �AND HA Ay BY EITHER CONTRACTOR OR OWIR ` ,� COMPiTH TH iSTRk}CTtON LIEN L ,AN R'€ScU IN THE FAILURE TO Ei11TS — PROPERTY OWNER PANd ISSUED ACCORDING TO APPRO ' S SHI�H P�T F ,, AND SUBJECT TO REVOCATION PR FOR VIOLATION OF APPLICABLE ATLANTIC BEACH BUILDING DEPT. DAtet 9/85/91 8 --- lc'fi64 9Billll9l1►3�21988 CITY OF ATLANTIC BEACH, FLORIDA / AOprow dev APPLICATION FOR ELECTRICAL PERMIT �-�9 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: j `i'— Ili Zoo IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRAO: MASTER ELECTRICIAN SIGNATURE JOURNEYMAN NAME / ADDRESS: �� C,��L F' RFD BOX BLDG.SIZE BETWEEN: RES.V�' AFT.( I COMM.1 I PUBLIC ( I INDUS.( ► NEW( ) OLDX REW.( ) ADDITION ( ) TRAILER ( ) TEMP.( ► SIGNS ( ) SO. FT. SERVICE: NEW( I INCREASE( I REPAIR ( ► FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. ( ► SWITCH OR BREAKER AMPS ` PH I W VOLT RACEWAY EXIST.SERV.SIZE AMPS \ PH 13 W 4 VOLTJ S RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. ]1.100 AMPS. SW ITC>♦ES INCANDESCENT FLUORESCENT&M.V. FIXED O.10,0 AMPS. a APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT 0�1 OVER H MOTORS .P, 1 VOLTAGE I PHS I NO. 1 N.P. VOLTAGE PHS MISCELLANEOUS V.ve-� -ex k 5 e-Z'1 C e b r TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. I KVA I NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH I FLASHER EACH SIGN FORWARDED � S i TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELEct RIAN SIGNATURE JOURNEYMA NAME- -ADDRESS:- S C1 S �"►�� ¢ -RFD BOX BLDG.SIZE BETWEEN: RES.(�Q APT.( ) comm.( I PUBLIC( I INDUS.( 1 NEW( I OLD JJ'C) REW.( I ADDITION ( I TRAILER ( I TEMP.( 1 SIGNS ( I SO. FT. SERVICE: NEW( I INCREASE 1 1 REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( ALUM. ( SWITCH OR BREAKER AMPS PH I W VOLT RACEWAY EXIST.SERV.SIZE V o AMPS ` PH k W Z46 VOLT C-tJRACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.90 AMPS. 1•f 00 AMPS. SWITCsies INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. 0 APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CE1L HEAT: KW-HEAT 0.1 OVER MOTORS H.P. VOLTAGE I PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS cz;v%Q.t YL��C c TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHER. EACH SIGN FORWARDED $ TOTAL FEES CITY OF ATLANTIC BEACH, FLORIDA Appm�bv- APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: `t- to IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING. WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN-ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CIT`( OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELEC7TR1ICI GNATURE JOURNEYMAN NAME ADDRESS: 1 I ��"P�� E. RFD BOX BLDG.SIZE BETWEEN: `, RES APT.( ) COMM.( I PUBLIC( ► INDUS.( ) NEW( ) OLD (�Q REW.( ) ADDITION ( ► TRAILER ( ) TEMP.( 1 SIGNS ( ► SO. FT. , l SERVICE: NEW( ) INCREASE( ) REPAIR ( 1 FEE CONDUCTOR SIZE AMPS COPPER ( 1 ALUM. ( ► SWITCH OR BREAKER AMPS PH I W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH I W Z+C:VOLT ��.I RACEWAY FEEDERS NO. SIZE NO. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL j RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I BELL TRANSF. AIR H.P.RATING H.P.RATING ' CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CELL HEAT: KW-HEAT a1 OVER MOTORS H.P. I VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS V-.u X 1 — d\s e C►p v 064 TRANSFORMERS: UNDER 600 V. OVER 600 V. NO. KVA NO. KVA NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE SWITCH I FLASHE EACH SIGN FORWARDED TOTAL FEES 1LANTIC BE. XH No. 5048 FLORIDA July 10 198-1 — NAME Robert Gay Construction ADDRESS P.O.Box 56019 CITY Jacksonville 32241 Sewr Tap Fee #41-343-5200 $500.00 Sewer Impact Fee #: 41:4343.-5200 $1,035.00 lVater Impact Fee #40-343-3700 I $60.00 'P_A I Q, $1,,595.00 JUL1a ;... Lot 1 Unit I North Atlantic Beach 1601 Beach Avenue When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER DEPARTMENT OF BUILDING 86 CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB Date July 10 19 87 15600 T1 36,983,80 $ 156.00 Valuation$ F� 7311 ! nye ?11 t;% X564 *nVCAG This permit not valid until above fee has been paid to City Treasurer,and is 730 ! A 7/14/5 subject to revocation for violation of applicable provisions of law. 1 This is to certify that Robert Gay Construction CGO00567 504B A P.O.Box 56019 sackeonville 32241 50 Snt%00 #.t 5, t BAI 14 has permission to build 2nd floor addition and bathmom as pep pa@ns11, Classification Residential Zone RS-2 Owned by George Davis Lot 1 Block Unit I S/D N.A.B. House No. 1601 Beach Avenm According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS j ,t AFTER DATE OF ISSUE 4--� 4— D O Building material,rubbish and debris f z from this work must not be placed in public space, and must be cleared up and hauled away by either con- tracto owner( I uilding Official. FOR OFFICE PERMIT DATE CONTRACTOR USE ONLY NUMBER I PLUMBING ELECTRICAL SEWER WATER Address — 116ated Square Footage @ $ `ci , per sq ft = $ Garage/Shed $ per sq ft $ f', Carport/Porch "� @.$ per sq ft = $ Deck @ $ 69) per sq ft = $ '76136 Patio —' @ $ per sq ft = $ TOTAL VALUATION: 24 Total Vaivation 1st $ CC?o.cy!` Remainder Valuation '� '..sDper thousand or portion thereof --------------------------------------------I Total Building Fee $ ADDITIONAL PI: ILTS and/or FIMS REQUIlZED ; + z Filing Fee $ • Mechanical / `'Fireplaces @ 15.00 $ BUILDING i PERMIT FEE $ Plumbing Electric/Neta ✓r ------------------------------------------------- Electric/Tamp BUILDING PERMIT $ Septic Tank Well WATER METER CHARGE $ 5tainmin Pool SEWER IMPACT FEE �� J5 �' {d.uA WATER IMPACT FEE $ A (0�).0 ,C Sign MISCELLANEOUS $ rr?•Y ��)� Water Connection Sewer Connection $ Water Meter $ Elevation Certificate ' q GRAND TOTAL DUE $ 7,511 . ---------------------------------------------------------------------------------------------- CALCULATIONS and/or NO1T,,S City of Atlantic Beach Fixture Unit Worksheet for Water .Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. IBATHROOM GROUP CONSISTING OF __SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH 18) TUB OR SHOWER STALL (6) ___WATER CLOSET VALVE __Q_WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _ ©__BATHTUB/SHOWER ' (2) ___URINAL WALL LIP (4) _SHOWER GROUP PER HEAD (P) ____FLOOR DRAIN ( 1 ) __ _SHOWER STALL DOMESTIC ('2) __LAUNDRY TRAY (2) _ Q _LAVATORY (1 ) _ _COMBINATION SINK AND TRAY (3) _WASHING MACHINE (3) _ _POT, SCULLERY SINK (4) 0--DISHWASHER (2) _ __WASH SINK EACH SET OF FAUCETS (2) _ KITCHEN SINK (2) • __DENTAL LAVATORY ( 1) _KITCHEN SINK WITH WASTE /'�, GRINDER (3) _DENTAL UNIT OR CUSPIDOR (1) _V__BIDGET (3) 1 _URINAL STALL, WASHOUT (4) __©__FLUSHING RIM SINK (8) _ COMBINATION SINK AND TRAY WIT) FOOD DISPOS. (4) ___URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY ' SHOP (2) _LAVATORY, SURGEONS (2) _ _SURGEONS SINK (3) ICE MAKER ( 1/2) . TOTAL FIXTURE UNITS @ $10. 00 EACH $ JOB INFORMATION-�-� /____ � ( �'/�--j -- ------------------ CITY OF ATLANTIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner�e;:4�, `' Address / !? .% J. >✓' Pharia -C�'! Architect Address Phone ContractorPhone,2�! Address /),),A' /`" �.� � Z Contractors License/Certification Nunbers Expiration Date ' ' Property Address Zoning Lot # Z Blcok or Unit #. Subdivision Valuation of Construction $ Type of Construction Describe Work to be Performed Materials to be Used Present Use of Building Proposed Use of Building Flood Zone Dimensions of New Area: HEATED / 2- GARAGE OR STORAGE CARPORT OR PORCH LECK G e a PATIO YES NO NU1BER Will there be an increase in nunber ,of units? Will there be a decrease in nurber of units? i- Any additional plumbing fixtures? Any new fireplaces? `--- SUBMIT TWO COrKE4, SETS OF PLANS INCLUDING SITE PLAN Signature OWNER . Date: -, Signature CONTRACTOR Date � y CITY OF ATLANTIC BEACH No. 5048 FLORIDA July 10 1487 NAME Robert Gay Construction ADDRESS P.O.Box 56019 CITY Jacksonville 32241 Sewr Tap Fee #41-343-5200 $500.00 Sewer Impact Fee # 41»343.-5200 $1,035.00 Water Impact Fee #40-343-3700 PAL $60.00 D� � . I $1,,595.00, Lot 1 Unit I North Atlantic Beach JUL 151981 1601 Beach Avenue When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment CITY OF ATLANTIC BEACH, FLORIDA TREASURER y PLANS REVIEW CHECK LIST Address �l(11 ) J ' ^ '-t .-------Owner__�_j_'4 -' _ _ � ------------- Legal Description__ e-- Contractor n - ------------- ----------License Number-C,1,2 - ----- --------- License on File YES NO Section 24_101 * Zoning Regulations t Zoning District_ Proposed Use Required Lot Size_ yt = L--.L _ Actual Lot Setbacks Required Provided Section 24-17 0 _ RNER LOT INTERIOR LOT front ..x �_____ �, rear ---��- - ' �� .-...-,- 1 P Flood Zone_ ---______-_ side-1 i Required Elevation________ side-2 --= ='_°_ -1L °=-- Max, Height Allowed__ ____ Proposed Height___ Section 24_82 * Minimum Lot Coverage Required Heated Area Proposed Area _ __ � Section 24-161 * Offstreet Parking Number Spaces RequiredSpaces Provided _____ Section 24_82 * Duplicate Buildings Is there a similar building within 500' of proposed building?YES NO , Utilities Water and sewer service is to be provided by: Buccaneer Utilities __✓ City of Atlantic Beach Utilities Private Source SEPTIC TANK WELL Plans Reviewed by: [ = Date -- -_-------__ -` __- - -y Building Permit #_ ---- ISSUED ISSUED DENIED DEPARTMENT OF BUILDING (� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. 8803 PERMIT TO BUILD THIS PERMIT MUST BE POSTED ON JOB i Date June 18 1982 Valuation$ 35,905-50 Fee$ 152.25 This permit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. _ ,25 r This is to certify that Robert Gay Construction Co. 0 6/p3/07 P.o.Box 56019 Jacksonville 32241 14 has permission to build addition as per Rlans nn�l Classification ReUdential Zone I Owned by George E. Davis I Lot 1 Block Unit I S/D N.A.B. House No. 1601 Maa Ayanis^ According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS „ AFTER DATE OF ISSUE 4 10 4--0, O Building material, rubbish and debris - from this work must not be placed in public space, and must be cl ed n hauledaway by either c n- rd t or owner I YC' �'"/-6' t j a uilding Official. C FOR OFFICE PERMIT USE ONLY NUMBER DATE CONTRACT R� PLUMBING ELECTRICAL SEWER I WATER w i CITY OF ATLANTIC BEACH No* 4755 FLORIDA Jme 18 1087 NAME Robert Gad* ADDRESS P.O.Box 56019 .,. 1 /2 8 9932 18 6t�31B1' 4755 .00CACG CITY-jidmy Mlee 32241 9982 14 6123187 0 # Y# linter,I"aet Fee #40-343-3700 -- �' $100.00 Lot iiUait I N.A.B. 1601 Bineh Avemn When Signed, Dated and Numbered, This Becomes an Official Receipt MAKE CHECKS PAYABLE TO Received Payment ,'TV OF ATLANTIC BEACH, FLORIDA TREASURER CITY OF ATLANTIC BEACH APPLICATION TO MAKE ADDITIONS OR ALTERATIONS Owner( ',z-4 ,c 0,44 S Jrl- Address Architect Address Phi Contractor ��r ess •�X 3Z�/S � 3zLf-/Phone. 8w / Contractors License/Certification Numbers Expiration Date Property Address l yIO !, d moi✓ Zoning Wig' .Su Lot #/ `S Blcok m✓ofsy Unit # Subdivision Valuation of Construction $ Uyti Type of Construction . Describe Work to be Performed Materials to be Used �� Present Use of Building �s�i��G Proposed Use of Building fLJ�di�� Flood Zone G Dimensions of New Area: HEATED &7 ;9- GARAGE OR STORAGE --� CARPORT OR PORCH DECK PATIO -^� YES NO NU ABER Will there be an increase in number ,of units? Will there be a decrease in number of units? Any additional plumbing fixtures? 5 Any new fireplaces? SUBMIT TWO COMP'U'TE SETS OF PLANS INCLUDING SITE PLAN Signature OWNER Date Signature CONTRACTOR Date CZ" �Q @ per sq ft @ $ per sq ft @ $ Per sq ft = $ @ $ Per sq ft = $ @ $ Persq ft = $ TOTAL VALUATION: $ ,J 1st $ iJ, %�0.e)c� �f�� M .`4)er thousand or - portion thereof --------------------- Total Building Fee $ /c l d/or =, -S REQUTRM I + z Filing Fee $ / � 0-Fireplaces @ 15.00 $ T- BUILDING iPERMIT FEE :. . Electric/Tai7p _ Septic Tank BUILDING-PERMIT Well WATER METER CHARGE $ Stsinming Pool SEWER IMPACT FEE $ - Sign WATER IMPACT FEE $ Water Connection MISCELLANEOUS $ Sewer Connection $ Water Meter $ Elevation Certificate' GRAND TOTAL DUE --------------------------------------------------------------------------------------------- CALC.'ULATIONS and/or NUIES City of Atlantic Beach r Fixture Unit Worksheet for Water .Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. _ ---BATHROOM GROUP CONSISTING OF C) _SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8) TUB OR SHOWER STALL (b) � WATER CLOSET VALVE ___WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) _ (:) _BATHTUB/SHOWER (2) -0--URINAL WALL LIP (4) O SHOWER GROUP PER HEAD (3) _ 0--FLOOR DRAIN (1 ) SHOWER STALL DOMESTIC (2) _Q__LAUNDRY TRAY (2) LAVATORY ( 1 ) _Q__COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) _Q__POT, SCULLERY SINK (4) _C)_ _DISHWASHER (2) _0__WASH SINK EACH SET OF FAUCETS (2) _KITCHEN SINK (2) -0--DENTAL LAVATORY (1) -CS--KITCHEN SINK WITH WASTE GRINDER (3) _�__DENTAL UNIT OR CUSPIDOR (1) O BIDGET (3) __URINAL STALL, WASHOUT (4) -0--FLUSHING RIM SINK (8) -(D--COMBINATION SINK AND TRAY WIT! FOOD DISPOS. (4) _ 0--URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) DRINKING FOUNTAIN (1/2) _ U _LAVATORY, BARBER/BEAUTY Q SHOP (2) _____LAVATORY, SURGEONS (2) SURGEONS SINK (3) _0__ICE MAKER (1/2) o � TOTAL FIXTURE UNITS___ @ X10. 00 EACH $ /_______________ JQB INFORMATION_ /� ----------------- d f /-07 1*Cc!Tl c- 6' � MAP SNOWING SURVEY OF LOT l AND Till.' :400TH. 1/2 OF LOT .A, ,NORTH l%Tf.ANTXC BBACII - UNET NO. 1 R C H .S CORPORATION AS RECORDED IN PLAT HOOK 15, 'PAO?' 10 or THE CURRENT" PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER, W}TH TUB NORT11 r .10 FEET OF THE AnANUON0 16TH STREET. 6o.0� ' BEACH! �m're,rr / • • Mo �►. =ST09y , . . • for ,� 040•f�ilt f r 0 • c .0�• il�S.'�/601 • , .• .•' s9voJ.v c — qT SRR AOR AppROVED Vo 'CITY-OF • n� y tomo �� J . 1 BUILDING p�FiBEECH ••/I- r ,UN 1 .8 87• narG-sr taw�e wus B ' /JNOB.htL..'S • $�•rf/o ''Fld!'Arr, t� PtA1'' a�, +�• sc �c•e , f�- AUAWD q T.IINCR h'4iL i tv 0 V ' 3 V � " i fI i - - - �> ''�. i __. i I ,� ,l :: � �� ; I �: � i f� t -- � ` '! ` O � ,�,� f i '� .� J _� '- � - V � i i ~-- - �� , _ Y � _ Tot) { Lit t �iC!Sl".s✓f f is X. 4,, �: _t CITY OF 716 OCEAN BOULEVARD P.O.BOX 25 ATLANTIC BEACH,FLORIDA 32233 TELEPHONE(904)249-2395 November 2, 1987 Third Floor. Pre-Service Section Jacksonville Electric Authority Building 233 West Duval Street Jacksonville, Florida 32202 The following final ins ections have been made and are satisfactory: Permit #5728---- 01 Beach Avenue Permit issued to Man ric Company, Permit #5618----2220 Beachcomber Trail Permit issued to Allstate Electric Company. / rely, ReneI rs Comm ty Development Director cc,, -file RA/t e V CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING-PERMIT JOB LOCATION PLUMBING CONTRACTOR Aj/')P!�g LICENSE NUMBERS OWNER BUILDING CONTRACTOR . C TYPE OF BUILDING SINKS ( SHOWERS LAVATORY WATER HEATERS BATH TUBS ___ _DISHWASHERS URINALS DISPOSALS CLOSETS __/ WASHING MACHINE FLOOR DRAINS 0 OTHER 1 3 TOTAL FIXTURE COUNT 15 INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE , CITY OF ATLANTIC BEACH, FLORIDA Appmv"by APPLICATION FOR ELECTRICAL PERMIT 1 TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 8 ^ 19 8�7 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICA FIRM: MASTER ELEC rlC'IAN SIGNATURE NAME eADDRESS: � /�' � U RFD BOX BLDG.SIZE—'S`d.6/ le /X o��•. &)0 54W U BETWEEN: RES.(11"r APT. ( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( 1 REW.{ 1 ADDITION (Al- TRAILER ( 1 TEMP.( ) SIGNS ( ) SO. FT. SERVICE: NEW(`l' INCREASE ( 1 REPAIR ( 1 FEE CONDUCTOR SIZE 'S�p AMPS &IX COPPER ALUM. SWITCH OR BREAKER 00 AMPS / PH I W LT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE eMg I NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED 411 OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. / AIR H.P.RATING H.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS �CEIL HEAT: KW-HEAT 0.1 OVER MOTORS H.P. I gVOLTAGE PHS NO. 1 N.P. VOLTAGE PHS ~/ d � MISCELLANEOUS CITY OF ATLANTIC BEACH, FLORIDA AaProv"bV APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 19 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ZA� s C � ELECTRICAL .IRM: MASTERAECTRICIAN SIGNAtORE NAMEGCIQ,Aki'l -5 ADDRESS: ��©f E'r /f /7i1� e, RFD BOX BLDG.SIZE BETWEEN: RES.( ) APT.1 1 COMM.( 1 PUBLIC( i INDUS. ( 1 NEW( 1 OLD( ► REW.1 1 ADDITION I ) TRAILER ( ) TEMP.(kLISIGNS ( ) SO. FT. SERVICE: NEW( ► INCREASE ( ) REPAIR ( l FEE — CONDUCTOR SIZE AMPS COPPER ALUM. ) SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE IND. SIZE I NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AINPS. 51.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPUANCEs BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS MISCELLANEOUS .•.l*im,a..Ali. DEPARTMENT OF BUILDING Q/'1']� CITY OF ATLANTIC BEACH,FLORIDA PERMIT NO. �J l� 1 i PERMIT TO 155950 THIS PERMIT MUST BE POSTED ON JOB r S O OCKT 50346 1 A WS Date Spilt. 8 19 87 9073 *OOCA 55.50 6646 1 9/08/9 Valuation$ Fee$ This pertnit not valid until above fee has been paid to City Treasurer,and is subject to revocation for violation of applicable provisions of law. This is to certify thallorth Florida Plumbing CFC019189 has permission to XIX to install plumbing I Classification ReS ident i.a1 Zone 4 Owned by Davis Lot 1 Block Mit I Slr)_ A,a. House No. 1601 Beach Avenue According to approved plans which are part of this permit NOTICE—ALL CONCRETE FORMS i AND FOOTINGS MUST BE IN- SPECTED BEFORE POURING. PERMIT VOID SIX MONTHS ,1 AFTER DATE OF ISSUE �----► 0 Building material,rubbish and debris i from is work must not be placed in p is space, and must be cleared u d hauled away by either con- a or or ov ► Building Official. i FOR OFFICE PERMIT DATE CONTRAC R USE ONLY NUMBER { PLUMBING ELECTRICAL SEWER WATER W °' MAP SHOWING SURVEY OF LOT ' 1 AND TIIE:' BOOTH. 1/1 ,OF LOT .A, ,NORTIf ,41%A.NTIC BEACII -' UNt'l' NQ. t• R C B S CORPORATION AS RI.CORRl:U rN PLAT HOOK 1R, 'PAGr:• 10 alp THI: Cllr;RHAT" PUBLIC. 'RECORDS OF MAG CgUNTY, FLORIDA, TOORTHOR, W�Tlf THE NORTH .10 PERT OF. THF: ABANDONE:h 16TH STIM.'T. zz 60.0' 644 CAI �9No'r•err • . ' for z • • ' ' c �'' i�E".�''�/601 � - , lie.to _ �, AR t` ' . 618 ,w�`• � • .� . t1'ao 'F.Fi1,��i�y ��' PiAr Qa. s . �c•cu 1 ou ro R 7X,wty i✓.�ct. Sao I BeACy ki .A +. i r i ' gyp rolzlac2 STofz .4 ----- C Llt z r ,� t(v , i¢ - i ,E '� ^ •,�►. t_ i 1 � T , t . � Q � � � � � � � y � i - r , � �� „. �, - �� . , �. o . � � � , .._.�_ :. --�-; � � �--�- �... . _ __ -- r r ► a N No tuAL-14. fro - rf!'` , j�<< , 10, i .- ' lam ,�1�L -.� rC .�1'.�e- r•1 4" �/rti ij 4 JI. 8gc Jvt fi S ' 'NV lee jt OvY 3o n/)i' . E f _ I oil r /G_ _ / f �c _.. �ti � � E 4 i .' I rl a"Ole i --r r IX / � .I,M,Mw'.Ww.",. til\.wu�.•aM+.nni,.w •� � � / y t fLr • ,....ten,., �....,«.,......,�..wa.�,... I,^^ .,.� 4 l241 " I :, ey f't I Sffzc►ys � i f h ,z.det��may+ f 1 ! 3 1 t fro. i Lfi. ` Tol!) CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FI 32233 -Tel. (904) 247-5826 ROOFING PERMIT ?PERMIT INFORIMATION' LOCATION INFORMATION Permit Number: 18085 Address: 1601 BEACH AVENUE Permit Type: RE-ROOF ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: NORTH ATLANTIC BEACH Est. Value: 1,400.00 Parcel Number: Improv. Cost: 1,400.00 OWNER. Date Issued: 4/14/1999 Name: HIONEDES, CHRIS Total Fees: 25.00 Address: 1601 BEACH AVENUE Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 4/14/1999 Phone: (000)000-0000 Work Desc: REROOF COIUTRAOTOR S WMIC"ON FEES MON AHAN ROOFING RE-ROOF 25.00 s ctio eaii c#.: NOT APPLICABLE NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. PA 11) CITY OF ATLANTIC BEA APR 14 1999 &h. w CITY OF A;LA�NT1C EEACH RC4FiNG PERMIT AFFUCATICN JCE LCCATICN: , Q0 I 1942G Ch ct V CVVNEF= CF FRCFE:RTY: Clic,y o �—� iG rn Q-j C S CCNTRACTCR: RGU (7I"nC C.G � CCN RA.0 T CR•SACCRESS:_ C) I C) V-t' s Ct r CC,��F ►� ``A r STC LiCcVSc `J EJ�LIEE=: VIC 2-2-1 -00S-C) CESCRIEEWCRf4TC SEFERFCRMEC: R.Croc, F J hn<1 �f VALU'r'1 i 1CN CF rRCFCSc'.0 CCNS7 UCTiCN (4 ..a MATE.;IALS TC EE USEC: f-, SIGNATURE CF CWNE:F: V'- rf t� SG N:=.TL'('cE CF CGNTriAC i Cf< SVVCFN TC ANC SUES-CRIE'EE EEFCFE NIE 7r-'.[SOAY C NCTARY FUELIC L:aciiirt Insurance Succlled 'Ncrxers Ccmpensanc„ Insuranc: Supctiec Ccntrac;cr Lcense Infermaticn Succiled °: August 27,2000 SON=Tim!MY FAIN X Cccupatienal L;cense Infcrmatcn Supplied a? xzovzll- J f qq5 a-idwad.k 07....6-.0 L a-' $� �,e►��tio-,� o� �t.a-at -.�a.G�-�- �va,�L► a�.t a�- "z watt &m6&Atd, to lav,4� Ct4t 404L�� tD Owivo, aAuA&nzi, ao:5� Of 4AX"�v av-n •3844 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH PERMIT INFORMATION -- --- LOCATION INFORMATION -------- Permit Pe*rmIt Number: 15042 Address. 1601 BEACH AVENUE Permit 'Type:MECHANICAL A' I► NTIC .EEACH. FLORIDA 32233 Class of 'WorkiALTERATION. - LEGAL DESCRIPTION ----------- - Constr.' ----_-__-- `Constr.' Type*WOOD WOOD FRA,NE Block*., Lot : Twp: O Proposed Use:BIN LE FAMILY Section: 0 Subd: Rng 0 Dwellings : 0 Subdiv isian a Est . Value: 0,00 Improv. Cost ., 0 .00 ' Total 27 .00 Amount - ,; '' 7 .00 •"ck ION _ _ �r , a` - iPP I I CA's"Iii t�' $ n r t Name„, :. } '� � PIRMIT� �27 :Add Pori OCA Marx W � { t`gra P B C� FL OR I DA3 25 q yy�e. {r ho k yx d5 y`'i. l'Sx ffj p '�+ Sc/ t°uR OM, � Nsrile SO t7 NERI AT AND AC ,. ddr, "10 r0 F CAROBINE ROAD �ACRSON1tI4 . FLORIDA 32225-485 L C C 1,319 Epp” !� .- x ` fin'` f', =d' K _' �,�'Yr.; i ', €R mrk,rdr*+t.,4rc+`" "ww ,9rf`,.,,. epacw...,w,n✓m. .» ,..:w«�fi.mamw.«s.cww.,. ` v� ' E 04. NOTES; 3 NOTICE-,1WECTIONS MUST SE'REGOESTED AT LEAST`24 HOURS PRIOR 0 INSPE 'I N BUILQING MATERIAL,RUBBISH`AN#� L?EBI IS Fi Oiv THtS WORK MUST NOT BE P<.ACEp IN PtJBEI,G SPACE,AND MUST BE'' ; C#:EARD 11P AN[ FAULI:O':AWAY SY EITHIR CC)NTRRCTOR DR OWNER MET( All CH NIAW CAN THS QW"' PAYING twICE FOR UI1OV P9. tai P Al ACCOIIIRI TIPLANS WHICH ARE PART OF THIS PE RMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF,APPLICA8LI 0ROVISION8 OF kAW. q WI+ I i3 ` TLANTI EACH SU ERIN DEPARTMENT i BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER— IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: OF Intersecting Streets: Between _ And BUILDING sub-division --- -- ------ --- -------- — II. IDENTIFICATION — To be completed by all applicants In consideration of permit given for doing the work as described in Ike above statement we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance witii Ike City of Jacksonville ordinances and standards of good practice listed therein. Name of Mechanicalr Contractors �^ n Q Contractor IPrint) so('�"�C�rJ (�.,(Cr'�' 1� Mader I Name of j� Property Owner '\ Signature of Owner Signature of or Authorized Agent Architect or Engineer III. GENERAL INFORMATION A. Type of heating fuel: IS OTHER CONSTRUCTION BEING DONE ON ❑ Electric THIS BUILDING OR SITE? IVy ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT ❑ Other — Specify IV, MLCHANICAL EQUIPMENT TO It INSTALLED NATURE OF WORK (Provide complete list of componenh on back of this form) Lel'** Residential or ❑ Commercial ❑ Heat ❑ Space ❑ Rocessad O Central O Floor ❑ Now Building W<1 Conditioning: ❑ Room [r"Cenfrel 4-1EExisting Building ❑ Duct. System: Material Thicknas■ E4replacement of existing system Maximum capacity c.f.m. ❑ New Installation(No system previously Installed) ❑ Extension or add-on to existing system ❑ Refrigeration ❑ Other — Specify ❑ Cooling tower: Capacity 9-P.M. head—❑ Fin sprinkfers: Number of Elevator ❑ Menlift C1 Escalator Inumber) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps Inumbar) (Roeafrad) ❑ Tanks (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessel Permit Approved by Des+ Q toilers Q Other -- Specify Permit No LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENTscit pp Number Description Model Number Manufacturer c(Tons)y ApD cy tt o AIVEW S sit X 3 4 o3 6 WI Lel- Goi v Jul-10-03 05:02pm From-Morales Group T-745 P.01/01 F-318 MORALES CONSTRUCTION CO . , INC . 6950 PHILLIPS FIIGHWAY SUITE # 15 JACKSONVILLE , FL 32216 FAX MEMO I'O; FROM: Don Rick Morales C;()MI'AN Y: D ATP: Atlantic Beach Building Department 7/10/03 FAX NUMBER, TOTAL NO.OF PACES INCLUDING COVRR: 904-247-5845 1 PI-IONRNUMNI R: COPY; 904-247-5800 ar: ORIGIAL To FOLLOW VIA: Petarae Residence 1601 Beach Avenue ❑ 0RUNT ❑NOR 10WIEW ❑111,12AS13 COMME.Nr Gf i)Lf-.ASF-. RRPLY f>21 FOR YOUR USF NOTES/COMMENTS: Don, Here is the fixture count in the house that is to be torn down. 5 Toilets 6 Single Lavatories 2 Douhle kitchen type sinks 3 Tubs 1 Shower 1 Dishwasher 1 Ice Maker 1 Washing Machine If you need any additional information please give me a call. Rick Morales TELEPHONE 904/296-9559 FAX 904/296-5846 -------------------------------------------------------------------------------- SUPPORT REPORT JOB DESCRIPTION: 33322A WIND CODE: VARIES WIND MPH: VARIES BLDG TYPE : VARIES ------------------------------------------------------------------- ------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT . MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX• -# UPLFT. -# ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- F1 22 . 396 3 . 250 WALL 0 . 000 9 . 375 2152 F1 22 .396 3 . 250 WALL 22 . 125 9 . 375 2152 ----------------------------------------- ---------- ---------------------- ------ F2 15 .375 3 . 250 WALL 0 . 000 9 . 375 840 F2 15 . 375 3 . 500 WALL 15 . 083 8 . 125 852 ------------------ ----------------------- ---------------- ---------------------- F3 15 .375 3 . 250 WALL 0 . 000 9 . 375 194 F3 15 . 375 7 . 625 WALL 4 . 031 8 . 125 684 F3 15 .375 3 . 500 WALL 11 . 042 8 . 125 586 F3 15 . 375 3 . 500 WALL 15 . 083 8 . 125 215 ------------------------------------------------------------------------- ------ F4 15 . 125 3 . 250 WALL 0 . 000 9 . 375 188 F4 15 . 125 7 . 625 WALL 4 . 031 8 . 125 688 F4 15 . 125 3 . 500 WALL 11 . 042 8 . 125 585 F4 15 . 125 3 . 000 Special 14 . 875 8 . 125 203 ----------------------------------------- -------------------------------- ------ F5 12 . 396 3 . 250 WALL 0 . 000 9 . 896 682 F5 12 .396 3 .250 WALL 12 . 125 9 . 896 682 ----------------------------------------------- ---- ---------------------------- F6 13 . 031 7 . 250 WALL 0 . 156 9 . 292 722 F6 13 . 031 3 . 250 WALL 12 . 760 9 . 896 712 ---------------------------------------- --------------------------------- ------ F7 17 . 792 3 . 500 WALL 0 . 000 10 . 708 967 F7 17 . 792 3 . 250 WALL 17 . 521 9 . 896 990 ---- --- -- --------------------------------------- ------------------------------- F8 19 . 771 3 . 500 WALL 0 . 000 9 . 292 460 F8 19 . 771 3 . 500 WALL 8 . 896 9 . 292 1147 F8 19 . 771 3 . 250 WALL 19 . 500 9 . 896 568 --------------------------------------------------- ---------------------------- F9 23 . 604 3 . 000 WALL 0 . 000 10 . 708 669 F9 23 . 604 3 . 500 WALL 12 . 729 9 . 292 1373 F9 23 . 604 3 . 250 WALL 23 . 333 9 . 896 554 ----- --------------- ---------------------------- --- ---------------------------- F10 22 . 667 3 . 500 WALL 0 . 000 9 . 292 620 F10 22 . 667 3 . 500 WALL 11 . 792 9 . 292 1319 F10 22 . 667 3 .250 WALL 22 . 396 9 . 896 554 ---- ----- --------------------- ----------- ------- ------------------------------- F11 7 . 000 3 . 500 WALL 0 . 000 9 . 292 391 F11 7 . 000 3 . 250 WALL 6 . 729 10 . 708 379 - - ------------- ----------------- --------- ------- ------------------------- ------ F12 7 . 000 3 . 500 WALL 0 . 000 10 . 625 372 F12 7 . 000 3 . 500 WALL 6 . 708 10 . 625 385 --------- --------------------- --------- ---- ------ -- ---------------------------- F13 7 .292 3 . 500 WALL 0 . 000 10 . 625 262 F13 7 . 292 3 . 500 WALL 7 . 000 11 . 042 272 - -- ---- ----------------------------- ----- - --- -- - --- -- -------------------------- 414 17 . 667 3 . 500 WALL 0 . 000 9 . 292 965 F14 17 . 667 3 . 250 WALL 17 . 396 9 . 896 979 - - -- - - - - ---- - -- -- - - ----- ---- - - - - -- - - - -- --- -- - ---- --- --- ---------------------- F15 23 . 063 3 . 250 WALL 0 . 000 11 . 229 1268 F15 23 . 063 3 . 250 WALL 22 . 792 11 . 229 1268 ----- -- ---------------------- - -- -- --- ----------- ------------------------------- F15 16" 23 . 063 3 . 250 WALL 0 . 000 11 . 229 846 F15 16" 23 . 063 3 . 250 WALL 22 . 792 11 . 229 846 ------- - --- - ----------------- -- - ------ --- ----- -- --- -- - ---------- --------------- N F15 2-PL 23 . 063 3 . 250 WALL 0 . 000 11 . 229 846 FZ5 2-PL 23 . 063 3 . 250 WALL 22 . 792 11 . 229 846 --------- -------- -- -- ------ ---------------------- -------- - --------------- ------ F16 23 . 354 3 . 250 WALL 0 . 000 11 . 229 856 F16 23 . 354 3 . 500 WALL 23 . 063 11 . 042 856 --------- ------------------- ------- ----------------------------------- --- ------ F16 2-PL 23 . 354 3 .250 WALL 0 . 000 11 . 229 856 F16 2-PL 23 . 354 3 . 500 WALL 23 . 063 11 . 042 856 ------------------ ------------------------------------------------------- ------ F17 12 . 229 3 .250 WALL 0 . 000 11 . 229 183 F17 12 . 229 7 . 625 WALL 4 . 031 10 . 625 411 F17 12 . 229 3 . 500 WALL 11 . 938 10 . 625 294 ------------------------------------------------------------------------------- F18 15 . 125 3 . 250 WALL 0 . 000 11 .229 147 F18 15 . 125 7 . 625 WALL 4 . 031 10 . 625 459 F18 15 . 125 38 . 250 WALL 11 . 938 10 . 625 503 ---------------------------------------------------------------------- --------- F19 2-PL 6 . 802 3 . 500 WALL 0 . 000 8 . 125 4702 F19 2-PL 6 . 802 3 . 500 WALL 6 . 510 8 . 125 4909 ---------------------------------------------------------- ------------ --------- A20 16 . 583 7 . 625 WALL 0 . 719 10 . 625 883 -542 A20 16 . 583 3 . 000 Special 16 . 333 10 . 625 775 -563 --------------------------------------------------- ------- --------------------- A21 16 . 583 7 . 625 WALL 0 . 719 10 . 625 883 -573 A21 16 . 583 3 . 000 Special 16 . 333 10 . 625 775 -525 ------------------------------------------------------------------------------- A22 14 . 375 7 . 625 WALL 0 . 719 10 . 625 775 -505 A22 14 . 375 3 . 000 Special 14 . 125 10 . 625 663 -501 ---- --------------------------------------------------------------------------- A23 14 . 375 7 . 625 WALL 0 . 719 10 . 625 775 -511 A23 14 . 375 3 . 000 Special 14 . 125 10 . 625 663 -487 --------- --------- ---------------------------------------- --------------------- A24 14 . 375 7 . 625 WALL 0 . 719 10 . 625 775 -514 A24 14 . 375 3 . 000 Special 14 . 125 10 . 625 663 -475 --------- ----------- -------------------------------------- ----------- ---- ------ A25 16 . 583 7 . 625 WALL 0 . 719 10 . 625 1589 -1122 A25 16 . 583 3 . 000 Special 16 . 333 10 . 625 1715 -1211 - -------- -------------- ---------------------------------- - --------------------- EJ26 7 . 000 7 . 625 WALL 0 . 719 10 . 625 34 34 -279 EJ26 7 . 000 1 . 500 NAILED 7 . 000 10 . 625 -253 -180 EJ26 7 . 000 1 . 500 NAILED 7 . 000 12 . 517 -270 -268 - -------- ------------------------------------------------- --------------- ------ HJ27 D45 9 . 899 10 . 783 WALL 1 . 016 10 . 625 367 -288 HJ27 D45 9 . 899 1 . 500 NAILED 9 . 899 10 . 625 389 -180 HJ27 D45 9 . 899 1 . 500 NAILED 9 . 899 12 . 510 216 -294 - ---------- --- ---- -------- ---------------------- ---- ------ ---------- ----------- CJ28 1R 5 . 037 7 . 625 WALL 0 . 719 10 . 625 49 49 -215 J28 1R 5 . 037 1 . 500 NAILED 5 . 037 10 . 625 -215 -180 CJ23 1R 5 . 037 1 . 500 NAILED 5 . 037 12 . 026 -246 -195 - - -- ----- ------------------------------------------ ------ ------------ ---- - ----- CJ29 1R 3 . 037 7 . 625 WALL 0 . 719 10 . 625 76 76 -180 CJ29 1R 3 . 037 1 . 500 NAILED 3 . 037 10 . 625 -196 -180 C.J29 1R 3 . 037 1 . 500 NAILED 3 . 037 11 . 526 -262 -180 - - -- ---- - ---- -- ------- -- ----------------------------------- - -------- - ----------- CJ30 1R 1 . 037 1 . 500 NAILED -0 . 125 10 . 625 1 1 -180 "J30 1R 1 . 037 3 . 814 WALL 0 . 719 10 . 625 -73 -180 'J30 1R 1 . 037 1 . 500 NAILED 1 . 037 11 . 026 -54 -180 - -- ---------- --- - --- --- -- ------------------------- - ------ -- - - ---- --- ---- - -- --- ' FACE MOUNT HANGERS ip,tlppp- 1 � tppppppp � Typical HUS26 with i Min. Dimensions I Fasteners Reduced Heel Height 'ijrtplpplt i CO- No. O Carried I MNoet Height Ga w H 18 i Membe9 Member (Truss Designer to provide ' SINGLE 2x sizes fastener quantity for LUS24 2,N 18 ni 1' e 3 a 11, 4-1 Od 2-1 Od f! connecting multiple LUS26 - 4% life I 4'1, 1';, !: 4-1 Od 4-1 Od - -""` members together) ,EY HUS26 471e 16 1 51/r 3 14-16d 6-16d HGUS26 4Y 12 15u 5 8 5 20-16d 8-16dpoug F1slLarchfSe Pirie Spiuce•Pirte-Fir HGUS26 5Y 12 ' 15' 7;'e rS'T36-16d 12-16d Mm Fasteners Atlowable Loads " Allowable'Loads LUS28 4'e 18 131 6 1 ' 610d 4=10d No- Heel e ° Height Carrying Carried Upi�R Floor Snow Roof Uplift Floor Snow Roof 3: 22-16d 8-16d 3/z 6-16d i 4-16d 1135 112651455', 15 (133 f100) (115) (115} Member Member X136} (9ti0} :(f�5j (1 HUS28 ;6}x 16' 15/ 7.3 j, 80 1925 1050 1210 1315 : LUS210 4Y4 18 1i, 7+31b 1 8-10d 4-10d1 HJS26 3?/z 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 . _. _. HLJS210 8% 16 1% 9 3 30-16d 10-16d 4`;4e 14-16d 1 6-16d 1550 2565 2950; 3205 j 1465 2210 2490 2540 pougu LarcipAltbwabfa Loads Southern Pine Allowable Loads Spruce Pine Fir Allowable Loads Model Avg i r .„ i i y - _ Cod, No Ult Uplifp Uglfft Ftour Sgovv Raofe' Uplift ;;Uplift Floor Snow"� Roof Uplift Uplift, Floor Snow I Roof (450} �(tpQ} (1"151 f}25} f (133} (160}._(100} (115}� (1`25} (133) (760)I_ (100} (115)" 1,(125i) SINGLE 2x SIZES LUS24 3850 465 490 640 735 800 490 490 690 1 795 865 390 465 540 625 675 4,38,87,122 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1 1035 1125 780 935 700 805 875 _ u ;6 5)«,8 11,, 1;15 1'..'1L ;? 1G. cls' 1.?1:3 3,i 1.:40 c1"'" 91= 1-tfil 1F.E>i i:sf3i:; 160 4iUS2fi , 10000 15501550 2565 955 325 1550 155Q 2785 "2l?'6Q�'j,33251 465 1550 2210 2490 4 2540 4 38,122 4(GU526E,1716032a 22s 3940 453 OR 2325 2325 4265, 4500 5330 1995 1995 3410 : 3920 4070 HGUS28124880 ` 160 3220 3203 5990 6185 63t5' 3220 3220 5640"" •5850 5990 2765 2705 4245 4405 4510" - sa . . LUS28 6066 930 1115 1055 1210 1320 1010 1165 1140 1 1310 1425 780 935 890 1025 1115 4,38,87,122 3 0 1 . 5 i 4 0 1 r>< ;5 160 HUS28 13167 2000 2000 358_5 3700 3775 2000 2000 3380 3505 3585 1855 1 2000 2580 2680 2745 4,38,122 [US21 Q : ,7750 ,930 t t5 a 127$ 1475 1595 1010 '1165 1380 1590 1, t725 780 935 1085 1 X45 5 4 38,87 122 - 5, - 7 1 HUS210 ' 18633 284 �� 1_ &� P. G10'I 3000 3000 3585 3745 3850 2320 2780 :2745.' , �• 2870,;;2955 122 Min. Dimensions Fasteners Doug Fir LarchtSouthern Pine Spruce-Pine-Fir Model Avg 7 Allnwapia t loads;, r Allowable Loads cqae Heel Ga No. , Height W H e Carrying Carried UIt; pbft1 uplift-11, Snow Fla©f: Uplift',Uplift' Floor ',Snow Roof Rrf. Member Mem bor (133} ' (1$O} ;(1t4D} X115} I25} (133) _(160} (100} (715) w. . DOUBLE 2x SIZES LUS24-2 25.e 18 3}a 3 2 4-16d 2-16d 5303 565 565 765 880 9601 465 555 640 735 8001 1 LUS2fi 2 Id ,4ug 18 3 4'9 2 r 4 16d 4 16d 6076 1ks40 1165 1500 1 ISO 1250 925 1115 820 945 i 1025 6,B4, - HG(J526-2 s 12 3%i14' e 5n 4 20-16d 8-1 d 14667 1550 1155d,-,2'580,`,,`,-2065 322 1395 X1550 2165 2490 2710 3 4,38 1? , I z 7a 3` 6d 1 1i3 "r t �.',�, t E r - r .. -_ s 4A l 3 J t � 4s 2t 1 d"7 3,41 LUS28-2 4e„ 18 31;, 7 2 1 6-16d 4-16d 7750 1140 1165 1265 1455 15851 925 1115 1050 1210 131511,36,84 122 HHUS28 2 6 14 3,11, 6'y 3 22-16d 8-16d 19850 2000 2000 3_885 4465 48551860 2000 3275 3765 5 409 4_38 HGUS28_2 5/x 12 3�;e 71„ 4 36-16d 12-16d „3 3,41 LUS210 2' ' 6>q 18 3Jn 9 2 8-16d 6-16d 10907 1550 1550 1765c,�2080 2�1Q 1390 '1550 "1465 1684 i 1 36,84,12"L z HHUS2102 838 14 3% 8% 3 30-16d 10-16d 22167 2855 3430 5190 59QQ 59QQ 2330 2795 4385 4795 4875. 4,38 .. . , a ......x ... .... .. <.,w..,.. .......u.. ......... t i i trH(USZ16.211 4 4 -1 - 653 672' 3.41 .. ... TRIPLE 2x SIZES z FIGUS26-3 4,z 12 4'SGe 4'; 4 20-16d 8-16d 16 1 ,<> 36-16d 12-16d / ,.; 8(111'8 3 5 12 4 re 7q. i. 4 160 HGUS210-3 7},e 12 4 9/e _ 4 46716d '16-,16d 41NUS210,3 8/y 14 4�e 9 3 30-16d 10 16d 22167 285 5,; 3430 5190 5900 X90414 2330 '2795 4385 5040 5480] 170 . n QUADRUPLE 2x SIZES J :. r - 170 FIHU5110.4 8% 14 6Y 8% 3 30-16d 10-16d 22167 2855' 3430 5190 5970 64901 2450 2940 44 160 > 170 I 160 T 4x SIZES LUS46 4 e 1' 18 3% 4, 2 4-16d 4-T6d 6076 1140 1165 1000 1 450 1250:} 925 1115 820 945 1025'1.36,84,122 HGUS46 4,+ 1 14 3% 5 8 3 !14-16d 6.16d 14667 1550 w 1550� 2580 2965 3225 1 1395 1550 2165 2490 2710 3,41 E HHUS45 4�:. r ! 4,38 LUS48 #'y 18 3h, 61,; 2 6-16d 4-16d 7750 1140 1165' 1265 1455 1 1585 925 1115 1050 1210 1315 36.84,122 HJS48 6"„ it 3?;,; 7 2 6-16d 6-16d 11190 1550 1550 1505 1730 1, 1885 1315 1550 1240 1425 1550x, HHUS4B 6, 14 3`, 7 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 4,38 -- - liGUS48 5;; 12 3y8 71,e 4 36-16d 12-16d e 2, " - 3,41 LUS410 6i4 18 3- 83i 2 1 8-16d 6-16d 10906 1550 1550 1765 M30,1 2210 1390 '1550 1465 1680 1830�1 36,84.122 171Ht1S410 83;, 14 3% 9 3 (30-16d 10-16d 22167 2855 3430'' 5190 5900. 59001 2330 2795 4385 5040 5480i 4,33 HGUS410 7-,,," 12 3= 9 ' 4 46-16d 16-16d 3:e yr .; _�, .�„ ; �'', t. `:`_ � 3,41 HGUS412 9;,; 12 ayF, 10.1e 4 56-16d 20-16U HGUS414 11>. 12 3, 121_ 4 66-16d 22-16d 60 11)plift loads have been increased 33/:and 609',for earthquake or wind IaacLnq,vlth no lurcher increase alto.red.Divide.by 133 and 1.60 for normal loading as in cantilever construction, 103 T1 TINA-'ern 5 �xU'1 ons SU;tPs ailb:v lid code nailing and r �- can be fig Id ,ormr d o jive ,op flange'lanyer .onveiience MATERIAL See tanit� �a a FINISH- olvantzed ��' �• � �! � � , INSTALLATION- Use all specified fasteners See General Motes- w With single 2x carrying members use 10dx11.7nails into the Dome Double carrying member. and 10d or 16d commons into[he carried Shear Nailing / .I rnenlber, and ase 0.81 of the table value for 18 gauge,and prevents tabs " 0.68 of the table value for 16 gauge breaking off � g •Two different installation methods may be used: (available on �,✓ some models) I, HAc;2 Maximum nailing Install all face nails according to the table ' Nails used for the joist attachment must be driven at an angle U.S.Parent 5,603,580 F.,� ' thA10 r ` THA so that they penetrate through the corner of thejoist into �' nA426-2 the header. THA29 Minimum nailing-For the THA29,the minimum nailing Double Shear schedule requires the use ofjoist double shear nailing as detailed above,and that the strap be field-formea over the Nailing header a minimum of 2'2' A minimum of four top and Side View 1 THAC422 � � r tour face nails must be used. 4x Nailer For all models except the THA29,the minimum � G nailing schedule may be followea where double shear nailing is not possible, provided the strata is field-formed over the top of[he 1 I header a minimum of 1':zfor the THA213 raroanil '" I �f s and THA413,and 2"for all others,and a minimum of four top and two face nails , tt Typical THA29 are used.Thejoist double shear nailingMinimum Nailing Installation tabs are easily straightened so that the (r � 1 t j nails can be driven straight into thejoist. ° E ' ' e ! .foist Slraignt Nails ,� Double Shear CODES BOCA ICBG SBCCI NER-209: Nailin To View City of L A RR 24949; Typical THA Minimum - tf g p Typical THA Installation Nailing Configuration on a li U.S.Paten[4,480,941 with 4x Nailer(except THA29) Canada Patent 1,193,418 with a 4x2 floor truss p Dimensions Fasteners' Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir Minimum Down Allowable Loads Allowable Loads Carried Model Ga Car^Ir Ca^led Avg z L• t:.z Member No. �''g I 9 Uplift 'Floor Snow; Roof p"f` Floor l Snow Roof 1 Ulf H C Member I Member Ult (133& (133&1 ,CON I I ,4 To Face Strai ht Slant 160} 160) "OCx (1CCj (115)' (,25} MINIMUM NAILING—TOP FLANGE L 2x4 THA29 181 1 191y.; 5Y' 4-1 Od 4-1Od ' 1 4-1Od 8167 1 750 1 2260 2310 1 2350 , 750 1740 1785 181511. 2x6 THA213 181 1 Y, 13yi, 5,V2 4-1Od 2-10d 4-10dx1Y. 5343 1615 161511615 12801 1280 1280 2x6 THA218 _1 8 15 171! 5' 4-10d 2-1Od 4-1Odx1, _ 5343 1615 16151 1615 1 12801 1280 1280 2.)WTHA218-2 16 1 3y171X,1 8 4-16d 2-16d 6-16dx2Y,It 5085 1635 1. 1635 1 1635 ! 1 1465 11465 1465 2)2x10 THA222-2 161 3y f 22,; 8 4-16d 2-16d 6-16dx2✓z 5085 — 1635 1635 1635 — 1465 1465 1465 i 6 1 I _ 4(2tri,ss ;THAC422 16; 3Y 1 22 71/ 4-16d 2-16d 6-16d 5085 1635 ..1635 1'1635 1 — 1 1465 1 1465 1465 4x2truss �THA426 1 14' 6-16d — 8720 1 2425 t 242251 2425 i — 1940 1940 1940 l 4x2truss THAC426 14 3v I 26 . 7�/ 4-16d 4-16d 6-16d 8720 1 2425 1 24251 2425 — 19401 1940 1 1940 2) THA422-2 1. , 221v-.,1 93,- 4-1 4-16d o-rod --� r 872,' — 1 2810 12810 2810 2200 2_2260 226C 7x2truss HAC422 _ 141 7< 221y,,,1 9y 4-16d 14-16d 6-16d 1 8727 _� 2810 2810 810 60 60 60 1 ,2 ; n 2 v — ,_)1X�truss i'iA426-� 14 7^. 6 6 , 9;, 14-16d 4-16d � 6-16d 8727 — i 2810 2810! 2810 ' 2260 2260 2)4x2tn,>s '1-HAC-126-2 14 j 7,Y4 26y. 91; 4-16d_,] 4-16d 6-16d — 8727 — 2810 2810 2810 2260 2260 2260 1 - MAXIMUM NAILING—ALL NAIL HOLES FILLED '_x4 1THA29 1 181 1Y 1 91y ! 5Y I — !16-1OdI 4-10d 8250 750 2125 1231012350 1 750 1740 1785 1815 2x6 THA213 181, 1% Y 5, - 14-10d, — 4-10d 7983 930 1795 i 18401 1870 1 780 1 1385 11425 1450 - 2x6 THA218 18 1` 17'x- 5Y, — '18-10d — 4-10d 9120 930 1795 1840! 1870 780 1385 1425 145Q 42 i8-2 161 3r 171,/. 1 8 I — '16-16d '6-16d 11500 1 1550 1 `'830 1 3050 3050 i 1355 I -385 1 2740 2820 ,2)2x10 1 THA2?2-2 �6 I 3/, 2wa 8 — 122-16d — 6-16d 13067 1550 0 3595 i 3650 1355 2705 12775 1 2820 1 xZttus5 1HAC422 i161 3Y, l 2 7?4 12216d — 16-16d 1 Oo71 1550 ' 3630 4090 4145 355 i 30751 3145 3195 a - — — — X—U115S i A4' 1 !/ 1 N 26 4 I 3�; 26 4 '30-16d I i ti 16d 14836' 1715 4020 .4625 i 4655 ' 1,155 1 34801 4000 1: 4030 i 4x2truss IHAC426 141 3�/ 26 - — 30-1601 — 6-16d 14836 1715 4020 1 4625!4655 1355 3480 4000 1 3030 i214x2trtlss TW 122 14 2 n,; — x,30-16d — 6-16d 1828311715 4720 54301 5525' 1395 40251 4420 4420 1 — 1—--- 2)4x2truss i HAC 122 4' r/, 1 22 , y I o — j30-16d 283 '17 — �6-16d 1815 4720 5430 5525 1395 4025I_1420�1 Q (2)4x2 truss THA426-2 141 i : L6✓ 9,;: — '38-16d1— — - 6-16d 182831 1715 4695 i 46951 4695 ! 1395' 32551 3255 1 ! 3255 12)4xztruss iTHAGt26-2 141 7,Y, I '6✓r 9Y — +38-16dj — -rod 18283 1715 4695 a6J5 695 j 1395 255 1 3255 3255 1.'16d sinkers un may be used to rnplace 16d commons at 0.85 or table load, J.Roof loads tare'-5%of F,-oor load[ less timrted by other cnteriaFloor loads may be adjusreo Jolift has been inc easedi 3,6 aid 6096'or earthquake or:vend loading with `or load duration; tccordinp to the code provided they no not exceed those in the roof column. 10 nm o further cma. e allowed educe for other load conditions as requited by code. 160`G uplift load for I HA422-2 and THAC422 2 1s 2060 tbs. 1 t THIS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITIi CRACKED OR BROKEN WEBS. THIS DESIGN IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #3, STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN I CRACK OR BREAK PER WEB AND 2 CRACKED OR BROKEN WEBS PER TRUSS ARE ALLOWED. CRACKED 0R BROKEN WT H CONTACTTHE TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. REPAIR DETAIL (13) = DA1.iAGED AREA, 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK IN WEB. (S) = (2) 2 X 4 SCABS, SAME GRADE, SPECIES AS WEB MEMBER. MININIUM LENGTH OF SCAB MUST BE THE GREATER OF: 1.. Fib" + LENGTH OF DAMAGED AREA (B), MINIMUM OF 34" ON BOTII SIDES OF THE DAMAGED AREA. ---- -OR 2. 130% OF THE ORIGINAL WEB LENGTH. ATTACH ONE SCAB TO EACH FACE OG' THE WEB WITH A DOUBLE ROW OI' 10d COMMON NAILS SPACED 4" OC STAGGERED. REFER TO NAIL SPACING DETAIL FOR ADDITIONAL NAIL SPACING 34" MIN �R INFORMA'T'ION. NOTE: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGNS ANDB /. SPECIFICATIONS. ]Od COh1hI0N (0.198" x 3") N.AILS: ' 34" MIN DOUBLE ROW, STAGGERED S 4 OC + = BACK FACE / -I'HPICALI^ o = FRONT FACE 2„ F- ] STAGGER I O I o -I- O + 0 -I_ 1/2" \\ \ \ O +- t o + o + o L 0 3- \\-2X! #3, STUD, OR STANDARD 1 _ WEB ONLY, ANY SPECIES NAIL SPICING DIJ`ITAII. THIS DRAWING REPLACES DRAWINGS TIC^509,1073 v. 959 R Ir) yplfnuomTWy --F'E( WER 1 1;I'.�IR TRUSS REPAIR - 11P,:.ri�'�T� 599 i i DAHAGCU TRUSSES HOST BE CnR[FUI.Lv EVALUATED 10 DHI ETERH[ TIIF EXTEIIT OF UANDATE OCT AGE 'GE� �C'�. -- --- TIIC DAITAGEDSIRUSSESBILITY 11ANDREPAIR. REBUILD. INTERHALCASES WOD FIBERE141 MIMEIlAIIDIIS ITT EXCESSSCRAP IfAY A.T, '83�99t�2 IIP`.✓G .IZ('_I'Pih13S_;Ofi`.)" CONNECTOR STRESS FROM BENDIN6 UR SHTICK CAIRIUf BE READILY DETECTED. I[IFREFORE, ��//J�y}y, E-- --� 11 IS VITAL THAT 111E TRUSS FABRICA7pR AHD BUIL-I111J(S CONTRACTOR CfJNSIUCR 111E VY� -*moi! CAIJSC FI THC DAHAF,E IN THEIR DECISION WHITIIER 10 REPAIR OR REUI.III-D, REPAIR VORK SI104N "I THIS DRAWING APPIICS NII.Y 7N THOSE SEF1TI111S (IF Tf IE 1RIJSS P hi{L)A,,•,'�G2 PITHIRTl U BY THE TRUSS HANI11 ACT UP[ 10 IIAVL MIT DAHAGIU. A 91 IN If If 11 IIIIRD PARTY 114SPEC Il1R SIIAI.I- UIECK TRI iSSES f❑ DE fERIi IFIF_ Tllf EY11.111 OF AIiY FIIR 111(P IIAIIA(iE. IF ANY. AND VERIFY THAT RFPAIRS HAVE DMI PERFOP.HED AS II1DI1,A1lU UN 71145 frPA:II16. uNlwn�➢YWW !' ('�+1,11 IfI '4.O — I SY42 FIELD STUBBING REPAIR DETAIL r REFER TO ALPINE ENGINEER'S SEALED DESIGN FOR ORIGINAL TRUSSES MUST BF INSPECTED BY THE TRUSS MANUFACTURER SPAN, LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON OR LOCAL BUILDING DEPARTMENT AFTER THE; COMPLE'T'ION OF THIS DETAIL. REPAIRS TO ASSURE COMPLIANCE WITH ALPINE DESIGIJS Alit) « THIS REPAIR ALLOWS FOR A SINGLE SPAN, TWO BEARING, SPECiFICA'f10NS. NON-CANTILEVERED, SY42 'TRUSS TO BE SHORTENED A MAXIMUM A CHASE OPENING, IF PRESENT, MUST BE LOCATED AT OF 6" FROM ONE OR BOTH ENDS. TRUSSES SHALL SUPPORT A CENTERLINE OF TRUSS SPAN. TRUSS MAY BE CUT BACK MAXIMUM TRIBUTARY LOAD AREA OF 2'-0" WITH NO OTHER UP TO 6" AT EACH END, UNLESS OTHERWISE SPECIFIED ON UNIFORM OR CONCENTRATED LOADS. ENGINEER'S SEALED DESIGN. "• (2) 4x2 #3 FIELD-APPLIED BLOCKS. SCRIBE TO CUT FOR TIGHT FIT. ATTACH TO TRUSS WHERE SHOWN. 1/2" 32/16 RATED SIIEA'I'H1IdG +; REPAIR TRUSS USING 1/2" APA RATED 32/16 OR 3/4" APA MAXIMUM MINIMUM RATED 48/24 SHEATHING (REFER TO CHART) NAILED TO BOTH NEW SPAN DEPTH FACES OF TRUSS. SIZE GUSSETS AS SHOWN. 35-01-00 20" USE 8d BOX (0.113" DIA. x 2.5") NAILS IN 1 ROW AT 2" O.C. NAIL INTO ALL MEMBERS IN CONTACT WITH GUSSETS. 31-07-00 18" ----- 28-00-00 16" L.----- --- 24-04-00 14" 48" GUSSET LENGTH —� 20-06-00 12' -— aa• 16-11-00 10" .l -- - - 3/4" 411/24 RA'Z'ED SHEATITINC' -- I I I MAXIMUM MINIMUM --- II +* NEW SPAN DEPTH 1)EPT7i i i — ----- --- � � \ 40-03-08 20 36-03-08 16" ]-1J------ 32-03-08 16" -" 28-03-08 14' I I — 1.5" 24-03-08 12" NEW SPAN - i 0- 20-03-08 10" ORIGINAL SPAN —v- �'"' THIS DRAWING REPLACES DRAWING 1,029,157 TC LL 110 PSF REF STUD SY42 TRUSS REPAIR r�M�z4"hiF�,� --- - — ----- DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TO DETERMINE THE EXTENT OF DAMAGE IF16��A TC DL lO PSF DATE U1T/25/99 THE DAHAGEDSTRUSSESUANDHEBVIL➢. CASES THE PRUDENT SCRAP .�.,µ, PC DL 5 PSF DRWG RE_P_SY_42A0699 ��II["'�f�� LYS;Az E CONNECTUR STRESS FROM BENDING OR SHOCK CANNOT BE READILY DETECTED, THEREFORE,IT IS • -EIIG b1LH KAR CAUSE OF ATHE THAT IN THEIRpBRICA70R AND DECISION WHETHER DU REPAIR OR REBUILD.UOLD[DER THE �� = RC LL O PSF - �___ TOT.LD. 55 PSF REPAIR WORK SHOVN ON THIS DRAWING APPLIES ONLY TO THOSE SECTIONS OF TIE TRUSS �iyy,•t� DJR.FAC, 1.00 REPORTED BY TIIE TRUSS HANUFACTURER TO HAVE BEEN DAMAGED, A QUALIFIED THIRD PARTY f 'N y• •!1� T` i INSPECTOR SHALL CHECK TRUSSES TO DETERMINE THE EXTENT OF ANY FURTHER DAMAGE. IF ANY, i �j4 -nC11 ,'+ --- - A11D VERIFY THAI REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. -� +A/Nftlp I SPACING '�.� (1" Back To Repair Index ' ' ' FR -i-1ASt - -11TDOWN CO NESl 2 ---- � =- _--- TY P. HIP TI-11`', TOP CHORD 1 SO. PINEN, HE TABLE DELOW FOR HIPJACIC GRADE 11 UOT CHORD "XII SO. PINE 2 N WERS '2'X,( SO. PINE �,3" 7 Jul iIIPJACIC—TOP Clib—M) LUM-ii—Ell 6-1—W)E MAX NORMAL, MAX HIPJACK son,vr ivmirr CORNE11? SET MEMIANCI OVERHANG 11:116TH"' LENGTH"' 2 P SF io PSI' I —,,�-- I-—07 ---- 0 -- 11 — I W, 0 t I—t — 2 2 _4E SIL R�JCR 0 J2, PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICAT1,11). U 1)LI FT: 350# 200# Z-- 111-M, LOU: + ++ UPLIFT BASED ON 10.0 PSF TOTAL DEAD LOAD. WIND ��- S11EED=I10 (100) MPII. MEAN (30.0) FT. ENCLOSED, (SM) 5 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED, UPLIFT: 560# 430# + + OPT1011AL VFRI'll"Al. 14h1_1, I,',F; V,'l CIRC LOC: ++ no,1111oM OF VERTWAi, T Y!Tl n0 I UPLIFT DASED SET) ON 10.0 PSF TOTAL DEAD LOAD. WIND OF VERTICAL Atli) DIA(IMIA1, WFII. SPEF,'D�120 MI'll, MEAN HGT=2'2.0 FIT. ENCLOSED. (S 13 C) IN J JI 0 00 4.24 At HiTlW11' w2x 1 W2X6 OR I I IA?6 f I f x MIA, kk + 0-10-1a ()VF,*[? 2 It-6521, 1K-o.fio- END AND CORNER JACKS IIIPJACT a--fIvv 11cm1w"-1FiMIK-UF1r-1 D BRACING, PLUIP it 1(9-91 (11MOUNG IUSCXIRLIE GANG IALIJ116 AMV YRAGWG), PUPI ISOLD By [H (MISS 'EM I! �10 If,kx I.ATC 1115 1171111., 103 Dltkyf;llj 1) S111(E ?DO, Wt)[SUI, YI, 13719) FPF? SAMV I'R,NORTSIrl J Ili r.R I fit,I )IIS, tilit ESS filly R�Wl.q ItI111011.11, 1UP WORD SIOLL IIAVE f: III- Fill' 11 OF 4 ii, Gin RUPERI-Y ATTAUIED SIRM,11"Ai- PANELS A111) RU11111i (111100 UVU, lW/F A CRUNRLY ATIACHFIl PI —11WOR I A141— I uptilsil A carr If 1111S U(SIN( 111 Inc INSIA(TAII[Ill 1111fRACHN. 0 1 P! "U'llif UNGPICIRLD PRIIIArls. 111C. 11ML 1411, PC pLJfqN1SIDt[ F(IR All, IIL\)]Alltfi IFIRI 1111S IIISICth ANY fAtIlJPr fit flifto T14C lizussrs m cwitw7ijA,jut viii; jr),im FANMAINJU, AY fit: I (III CIIIINUCIMS FIER DRAWINGS 160 A 7, fill �CAL 011 1111S DPWIM VID11-Al T F-s F c CIP7AIJ(L Of PPIJUSS111101 F?VAJ1ItpJ?jr-, Fit volMR11 If',' WIFLI it") i"t IWIM M0114141 j, 11AN AJJI(j, sfVJ'f'VFj, JJJ5JALI_JlVj AIM JIRACII?(i W 1PUSSM USIMI 1111111311M �'Illl NTLIUm I :14LIVISIONS Uf IMS (HATIUNK bUSIri)l SPLCIFICA1101 J1;4JVLJ[%1j[1 9 ME. M(PICAll HITICST AUD 9 IAI F Q PlIcs olsslIC 1010 Atilt fill e,[_plfc cuil4rcitips AVC AV [11206eA ASM A6,11 6040 0IN SIM I111.1 P. 55 MA Y 1-1 Our As iiii1ito APPLY (AHMEMPS 10 (ACII fACC IY MISS Alill, MIENS 11111CRIWISE Illf:AICU 1114 111� D1,516U. p0sill"" OMNI TIlf N1111ATiltiff Alm ml ul Ims ummmull flip tw I'mmo,I ep poll 111111; 1 11 IS-RK-YUPWISHILI I ILY,FLF-MW TLL[?'1'-' Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S3Q235-20219095122 Truss Fabricator: Lumber Unlimited Job Identification: 33322A-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: 22 Model Code: Florida Building Code 2001 - Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.630. Structural Engineer of Record or See Below: Address: - Truss Design Loads: Roof - N/A Floor - 55 PSF @ 1.00 Duration Wind - N/A Notes: Seal Date:06/19/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is. preceded by: HCUSR235 Details: CNSY42PL Ref Des�riptio Date 1 28$58 "�F1' ,031102183 06/19/03 2 28859 F2 ';0311U219' 06/19/03 x3170220 .016/19/03 4; 28861 =F4 .; 03170221 06/19/03 582 �F5 '03170222 06119/03 6:'." 2$863--F6 037Q223 0619/03 7"'.,28864=-F7 0170224, :©6/19/03,' 8 28865- F8 0317022 06/19/03" 266--F9 03170226 06J19/03 10 28867--F10 03170227: 06/19/03 11 . 28868--F11 03170228 06/ 9/03 12 28869'412 03170229 06/19/03 " 270 413017021 06/19/03 14 28871--F14 03170231 06/19/03 15 28872--F15 03170232 06/19/03 16 28873--F15 16" OC 03170233 06/19/03 17 28874--F15 2-PLY 03170248 06/19/03 18 28875--F16 03170234 06/19/03 19 28876--F16 2-PLY 03170249 06/19/03 20 28877--F17 03170235 06/19/03 21 28878-418 03170236 06/19/03 22 28879--F19 2-PLY 03170237 06/19/03 (33322A-MORALES CONST DUVAL - 1601 BEACH AVE - Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #1 Dense + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Dense :03, B4 4x2 SP #2: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.49" DL: 0.18" recommended camber 1/4" SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) CHORD SPACING(IN OC) START(FT) END(FT) TC From 100 PLF at 0.00 to 100 PLF at 22.40 TC 83 0.00 22.40 BC From 10 PLF at 0.00 to 10 PLF at 22.40 BC 120 0.31 5.48 TC 920 LB Conc. Load at 4.04, 18.35 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 10-2-6 -� 24" + 10-2-6 4X4= 15" Typ. 4X4= 4X4= 2X5111 W=2.5X4=— 0-33-0 7X6= 7X6= 6X12= W=2 5X4=— 4X4= 2X5111 6X12= 7X6= 7X6= 0-3-0 + + +9 4-8 T 1 6-0 133 3X3111 6X8= 4X6111 5X5= 4X4= 4X4= 4X4= 4X4= W-HS210= W=HS2104 3X3111 7X6= 5X5= 4X6111 7X6=- 6X8=_ X6=6X8= 0-3-12 0-3-12 r LEE 22-4-12 Over 2 Supports =� R=2152 W=3.25" R=2152 W=3.25" Note: All Plates Are W4X4 Except As Shown. ZRrj(33322A-MORALES CONST DUV ,` F1) PLT TYP. 20 Gauge HS,Wave TPI 95 Design Crit: TPI STD 19.6 V'.••"•"••• FL/-/4/-/E/-/- Scale =.3125" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING D Y� �••• TC LL 40.0 PSF REF R235 28858 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P T /��j INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI \! • STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS 0THERHISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED ^ •�1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.4• •� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN GJREQ : C DL 5.0 PSF DRW HCUSR235 03170218 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL 7C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLI AND �• BC LL 0.0 PSF HC-ENG MCL/MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I STA SPEC, BY AF PAI AND TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) ASTM 5 �. � A0V:• TOT.LD. 55.0 PSF SEAN 74088 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •/�- DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •• •i ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •••••••�•••�S OUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND s(�� G Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V ` SPACING SEE ABOVE JREF 1S3Q235_Z02 FL Certificate of Authorization# 7�NSI/TP1 1 SEC. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) " Deflection meets L/360 live and L/240 total load. TC 104 0.00 0.15 TC 104 0.00 0.35 Truss must be installed as shown with top chord up. TC 104 0.15 2.46 TC 104 0.35 15.13 BC 120 0.31 15.13 6-10-4 24" F 6-6-4 15" Typ., 3X3= 1.5X3(R) 0-3-0 5X4= 3X3= 3X3= 3X5= +9-4-8 T T T 1-2-8 1-6-0 + +8-1-8 1.5X3111 4X4= 1.5X3111 1.5X3111 3X3= 3X7= 2X4111 0-3-12 15-4-8 Over 2 Supports — - R=840 W=3.25" R=852 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. ROMAK I' (33322A-MORALES CONST DUV F� r` F2) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • "••Q q+., TC LL 40.0 PSF REF 8235- 28859 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P (VVY�`` �• INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI •� �'• STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY IT HED •'/ �] STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • N4.4/ g 2 � -IMPORTANT FURNISH A COPY OF THIS DESIGN TO THE tNSTALLATION CONTRACTOR. ALPINE ENGI RED . * C DL 5.0 PSF DRW HCUSR235 03170219 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLI A • BC LL O.O PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL 0 IG $TA �F SPEC. 8Y AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MA OF 20/16GA (W.HS/K) ASTM (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I • /�- P: TOT LD. 55.0 PSF SEQN 74090 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INS PECTION OF PLATES FOLLOWED BY (I) SHALL BE •.• ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION S•••o••!•••� DUR.FAC. 1.00 FROM RCT A)pine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN � t HainesCity,FL 33844 USE OF THIS COMPONENT FOR ANY BUILOENG IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F SPACING 24.0" JREF 1S30235_Z02 FL Certificate ofAuthorization �jNSI/TPI 1 s'C. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 42 SP #2 See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ' CHORD SPACING(IN OC) START(FT) END(FT) ` Deflection meets L/360 live and L/240 total load. TC 120 0.00 0.15 TC 120 0.00 0.35 Truss must be installed as shown with top chord up. TC 120 0.15 2.39 TC 120 0.35 15.13 BC 120 0.31 15.13 I` 6-10-4 + 24" 3-4-4 + 24"--+1-2-0d 15" Typ., 1.5X3(R) 0-3-0 5X4= 3X3= 3X7= 3X7= � 1.5X3111 1.5X3111 � 9-4 8 T r 1.2.8 1-6-0 +8-1-8 1.5X3111 1.5X3111 1.5X3111 1.5X3111 2X4111 2X4111 0-3-12 -1- 4-0-7 E 6-10-1 j �E 15-4-8 Over 4 Supports R=214 W=3.25" R-684 W=7.625" R-586 W=3.5" R=219 14=3.5" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST DUVA �0 F3) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING •�'t 1j ip C LL 40.0 PSF REF R235-- 28860 BRACING. REFER TO HIB-91 (HANDLING INSTALLINGANDBRACING), PUBLISHED BV TPI (TRUSS P /�INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADSON, W[ 53719), FOR SAFETY PRACTICES PRC DL 10.0 PSF DATE 06/19/03 PERFORMING THE5E FUNCTIONS. UNLESSOTHERWISE INDICATED. TOPCHORD SHALL HAVE PROPERLY ATT H �STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING.**IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI REDi No"4PRODUCTS, [NC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROMTHIS DESIGN; ANYFAILC DL 5.0 PSF DRW HCUSR235 D3I7D22D ALPINE BUILDTHETRUSESN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLI A 7� C LL 0.0 PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGNCONFORMSWITH APPLICABLE PROVISIONS OF NDS (NATIONAL IGH STASPEC. BY AFSPA) AND TPIALPINE CONNECTOR PLATES AREMADE OF20/16GA (W,HS/K) ASTM 6(W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 1 •• AUOT.LD. 55.0 PSF SEQN 74092 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLlOWEO BV (I) SHALL BE ANNE% A3 OF TPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIOUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A �.•..IlalneSClty,FL33844USEOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �FLCertificateofAuthorization# qNs!/TPI1 sec. 2. PACING 24.0" JREF 1S3Q235_Z02 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) " Deflection meets L/360 live and L1240 total load. TC 120 0.00 0.15 TC 120 0.00 0.35 Truss must be installed as shown with top chord up. TC 120 0.15 2.39 TC 120 0.35 15.13 HANGER=SIMPSON THA422 OR EQUIVALENT. FILL BC 120 0.31 14.88 ALL NAIL HOLES. 6-10-4 '1 24" 3-4-424 11-0 15" TYP•, 0-3-0 5X4= 3X3= 3X7= � 3X7= 1.5X3111 3X3= 2X4111+9-4-8 T 1 6-0 +8-1-8 1.5X3111 1.5X3111 1.5X3111 1.5X3111 2X4111 2X4111 3X4= 0-3-12 1-1- 4-0-7 6-10-1 15-1-8 Over 4 Supports R=207 W=3.25" R=688 W=7.625" R=585 W=3.5" R=207 Note: All Plates Are W2.5X4 Except As Shown. �jF4) (33322A-MORALES CONST DUVli% ••••�•• PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 •. FL/-/4/-/E/-/- Scale =.375" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING Y *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P •//''�� /'••• TC LL 40.0 PSF REF 8235-- 28861 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MA)ISON, WI 53719), FOR SAFETY PRACTICES PRIG T ••y� • C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED No. w ��! STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y 2 • Ti **IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE INCONTRACTOR. ALPINE ENGIN REq y • *;C D L 5.0 P S F D R W HCUSR235 03170221 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAILU 7� ALPINE BUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, ]NSTALLIN ND �� /\F C LL 0.0 PSF HC-ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G V SPEC, BY AFBPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 3 /� 6 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T ••^- { •� TOT.LD. 55.0 PSF SEAN- 74094 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE P •�� `O•. ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA ••• •...•�• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �+ HainesCity,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER �q� � SPACING 24.0" JREF 1S3Q235_Z02 FLCertificateofAuthorization# 7NSI/TPI 1 SEC. 2. ��•VVVVJJJJ (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 0.37 Deflection meets L/360 live and L/240 total load. TC 120 0.00 1.99 TC 120 0.37 12.02 Truss must be installed as shown with top chord up. TC 120 9.87 12.40 TC 120 12.02 12.40 BC 120 0.37 12.02 �3-10-3— + 24" + 6-6-9 ,1 15" Typ., 5X10= 3X3= 3X3= 5X10= V` A 0 10-12 0-10-12 --L +9-10-12 1-6-0 2X6= 3X4= 1.5X3111 1.5X3111 3X4= 2X6= 1.5X3111 1.5X3111 0-4-8 0-4-8 �ZE 12-4-12 Over 2 Supports R=682 W=3.25" R=682 W=3.25" Note: All Plates Are W2.5X4 Except As Shown. *� a (33322A-MORALES CONST DUVA -`�P� IT F5) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 V •. FL/-/4/-/E/-/- AL 4 E - Scale pFpt. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING �T•• TC LL 40.0 PSF REF R235 20062 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T ••y �•• �C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTR ED `.^.�� O!� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ryV v 2 —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REIT • C D L 5.0 P S F D R W HI,HSR235 D3I7D222 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU 1� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLIN ND �• ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL D G ST Or • J� C LL 0.0 PSF HC-ENG MCL/MMA SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 3 • fjv(�� (` (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T •••� �•� TOT LD. 55.0 PSF SEON 74127 DESIGN, POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE P •• O.• ANNEX A3 OF TP[ I-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA •••• •••••••�� DUR.FAC 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND s_�1�� IlalneS CIt�',FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V FL Certificate of Authorization# 71151/TPI 1 SEC. 2. SPACING 24.0" JREF 1530235_Z02 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 This truss spaced @ 24.0" OC supports additional concentrated :Rt Bearing Leg 4x2 SP #3: load at left end from 9.00' stud wall (13.75 PSF) supporting 14-0-0 roof spans with 2-0-0 overhang. Roof load: 26.00 psf LL IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: and 20.00 psf DL. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 12.66 Deflection meets L/240 live and L/180 total load. TC 120 10.51 13.03 TC 120 12.66 13.03 Truss must be installed as shown with top chord up. BC 120 0.00 12.66 —4-5-13 24"—=+ 6-6-9 —� 15" Typ.. 3X3= 3X9= 2 5X4- 2X4111 1.5X3111 2.5X4= 2.5X4= 5X10= T + 0-10-12 1 6-0 —L +9-10-12 +9-3-8 3X5= 2.5X4= 2.5X4= 2.5X4= 3X4= 2X6— T 3X7= 1.5X3111 0-1-14 0-4-8 x 13-0-6 Over 2 Supports _I R=1784 14=7.25" R=738 W=3.25" (33322A-MORALES CONST DUV .' to IT F6) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 V FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING q '•• TC LL 40.0 PSF REF 8235 28863 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS P r `_ '_ INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI ••y �' STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATT HED L. S `. • w Q/� . STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Y Q!r y' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED • * C D L 5.0 P S F D R W KCUSR235 03170223 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAIL •* � BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLiN AND O C LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 ISPEC, BYAF&PA) AND TPI. ALPINE CONNECTOR PLATESAREMAGE OF 20/16GA (W,HS/K) ASTM 53 Q► 0 TOT.LD. 55.0 PSF SEON 74130 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OFTRUSS AND UNLESSOTHERWISE LOCATED ON �+DESIGN, POSITIONPER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED 8Y (1) SHALL BE RANNE% A3 OF TP( 1-2002 SEC. 3. ASEAL ON THIS DRAWINGINDICATES ACCEPTANCE OF PROFESSION1�•�� DUR.FAC. 1.00 FROM RCT Aipine EUglneered PTOdUCtS InC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �� YY }I31nC5 Cit}',FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" JREF 1S30235_Z02 FL Certificate ofAuthorization# 7NSI/TPI 1 sEC. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3,2. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 78 -0.00 0.17 Deflection meets L/360 live and L/240 total load. TC 78 -0.00 0.37 TC 78 0.17 2.48 Truss must be installed as shown with top chord up. TC 78 0.37 17.42 TC 78 15.27 17.79 TC 78 17.42 17.79 BC 120 0.33 17.42 9-2-15 '1 24" 1 6-6-9 '1 15" Typ. 3X4= 3X3=- 0-3-0 X3=0-3-0 5X5= 3X3= 3X4= 5X10= 0-10-1 21068 T - +9-10-12 1-6-0 1.5X3111 4X5- 3X3= 1.5X3111 1.5X3111 3X3= 4X5= 3X7=- 1.5X3 III X7=1.5X3111 0-4-0 0-4-8 17-9-8 Over 2 Supports R=967 W=3.5" R=990 W=3.25" Note: All Plates Are 142.5X4 Except As Shown. (33322A-MORALES CONST DUVA ��Q11F7) FL/-/4/-/E/-/- Scale =.375" Ft. PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 *;WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • •.eQ ��•• TC LL 40.0 PSF REF 8235 28864 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P (V�`, INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI �•� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED V xTC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.4718 Z S. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI REO � � : * �C DL 5.0 P S F D R W HCUSR235 03170224 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ITHN DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI A • gC LL 0.0 PSF HC-ENG MCL/MMA SF 14 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL D IGN STA OF NH SPEC. BY AFBPA) ANO TPI. ALPINE CONNECTOR PLATES ARE MAGE OF 20/16GA (W,HS/K) ASTM (W, K/HS) GALV- STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••••�4� �0h�� TOT 55.0 PSF SEON 74132 DESIGN, POSITION PER DRAWINGS 160 A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ••• Alpine Engineered Products,Inc. ENGINEERING RESPONSIOBILITY SOLELY FORSTHE TRU SSI COMPONENT DESSIGNTSHOWNCEPTATHE OSUITABILITYOAN A �/•�•■•,•••••G• �` DUR.FAC. 1.00 FROM RCT Baines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER (j (,�� • SPACING 24.0" JREF 1S30235_Z02 FL Certificate of Authorization# 7NSI/TPI I SEC. 2. .�°s� (33322A-MORALES CONST DUVAL .- 1601 BEACH AVE F8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 4x2 SP #2 See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: " :Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 19.40 Deflection meets L/360 live and L/240 total load. TC 120 17.25 19.77 TC 120 19.40 19.77 Truss must be installed as shown with top chord up. BC 120 0.25 19.40 13-2-11 '1 24" 4-6-9— � 15" Typ. 3X7= 3X3= 5X10= T0-10-12 1-6-0 —L +9-10-12 +9-3-8 3X3= 1.5X3111 1.5X3111 2X6= 2X4 III 2X4111 1.5X3111 9-0-8 _1 D( B 19-9-4 Over 3 Supports _1 R=479 W=3.5" R=1161 W=3.5" R=575 W=3.25" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST DUVA F8) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A • Q'� =••• TC LL 40.0 PSF REF R235-- 28865 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY Ti (TRUSS PL � j. INSTITUTE. 583 D'0NDFRIO OR.. SUITE 200. MADISON, W[ 53719), FOR SAFETY PRACTICES PRIG :V �•• TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED v STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N�•47 1 8 Z . �' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED : * C DL 5.0 PSF DRW HCUSR235 03170225 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILU '[� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLIN AN C LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 GN ST U� SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20J16GA (W,HS(K) ASTM 5 (W, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 5 •• �� 0�•:� 1_5OT.LD. 5PSF SEQN 74134 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ••• pl .♦� ANNEX A3 OF TP[ 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION ••••• •• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,In C. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND • •• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ©�IY.•� SPACING 24.0" JREF 1S3Q235_Z02 FL Certificate of Authorization #5 7N S I/T P I I SEC. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 -0.00 0.13 Deflection meets L/360 live and L/240 total load. TC 120 -0.00 0.33 TC 120 0.13 2.44 Truss must be installed as shown with top chord up. TC 120 0.33 23.23 TC 120 21.08 23.60 TC 120 23.23 23.60 BC 120 0.29 23.23 -5-6-2 24" 9-6-9 + 24" 4-6-9 � 15" Typ3 X 7 0-3-0 5X4= 3X3= 1.5X3111 W=2.5X4= 5X10= � 4X4111 4X4111 .3X3= � 10-6-8 T 0-10-12 -F 9-10-12 1-6-0 9-3-8 1.5X3111 1.5X3111 3X4= 2X4111 3X7= 3X7= 2X6= 3X4= 1.5X3111 W=2.5X4 0-3-8 0-4-8 12-7-0 rl ECE 23-7-4 Over 3 Supports R=677 W=3" R=1380 W=3.5" R=580 W=3.25" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST DUV F9) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 V FL/-/4/-/E/-/- Scale =.3125" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • •�a /q i•• T C LL 40.0 P S F R E F R235-- 28866 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P rVY-`_ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI •�./ �•• STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HEO �^•�� STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V = _IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI REp i � � * C D L 5.0 P S F D R W HCUSR235 03170226 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL lil BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INITALLI AND • • B C L L 0.0 PSF F H C-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D 1 STA OF SPEC, BY AF PA. AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 53 /� i (W, K/HS) GAIV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •• 10c, TOT`pP•� TOT.LD. 55.0 PSF SEAN 74137 OF SIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE % 4 � •f/.`� ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •••••••••••� DUR.FAC 1.00 FROM RCT Alpine Engineered Products,In C. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THEBUILDING DESIGNER, PER T` ` FL Certificate of Authorization#5 $NSI/TPI 1 SEC. 2. SPACING 24.0" JREF- 1S3Q235_ZO2 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 42 SP #2 Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Rt Bearing Leg 42 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 22.29 Deflection meets L/360 live and L1240 total load. TC 120 20.14 22.67 TC 120 22.29 22.67 Truss must be installed as shown with top chord up. BC 120 0.25 22.29 �4-6-14 + 24" + 9-6-9 — + 24" + 4-6-9 � 15" Typ. 4X4111 � 3X5= 3X3= 1.5X3111 3X7= W=2.5X4=— 4X4111 3X3= 5X10= � 1-6 0 0-10-12 9-10-12 9-3-83-8 2X4111 3X3= 3X3= 3X4= 2X4111 3X7= 3X7= 2X6=- 1.5X3 111 X6=1.5X3111 1.5X3111 W=2.5X4 1E 11-11-4 0-4-8 rl 22-8-0 Over 3 Supports R=627 W=3.5" R=1331 W=3.5" R=580 W=3.25" Note: All Plates Are W2.5X4 Except As Shown. p (33322A-MORALES CONST DUV ,`��pOAl�J� F10) TYP. Wave TPI 95 Design Crit: TPI STD 19.6 V . ••' - FL/-/4/-/E/-/- PLTScale *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • .ia q�,•. TC LL 40.0 PSF REF R235-- 28867 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P VVVV?_ INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI •� �' STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED No. +.y Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • 4` v **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI REp i * C D L 5.0 P S F D R W HCUSR235 D3I�D22� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL lil BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLI AND •Q� R(� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I STA OF •L— BC LL 0.0 PSF HC-ENG MCL/MMA SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 53 /� ��/// (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRU SS AND UNLESS OTHERWISE LOCATED ON •••/�- P•�kTOT LD. 55.0 PSF SEQN- 74142 DESIGN, POSITION PER DRAWINGS 16OA- . ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE •.` O ANNEX Al OF TPI 1-2002 SEC. 3. AZ SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSION ,A`- ••••••••••• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN ��V// Haines Clt�,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FI-CertificateofAuthorization# 7NSI/TPI 1 SED. 2. SPACING 24.0" JREF- 1S30235_Z02 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 TC 84 0.00 6.65 TC 84 4.46 6.85 " Deflection meets L/360 live and L/240 total load. TC 84 6.65 7.00 TC 84 6.85 7.00 Truss must be installed as shown with top chord up. BC 77 0.25 6.69 15" Typ., H3= 2.5 X4 X3=2.5X4= 2.5X4= 2.5X4= 5X4= 0-3-0 10-6-8 T J-7- 1 6-0 TI\/\-\ +9-3-8 2.5X4= 2.5X4= 2.5X4= T 2 X 4 III 1.5X3111 0-3-12 E 7-0-0 Over 2 Supports R=391 W=3.5" R=379 W=3.25" (33322A-MORALES CONST DUVA ,l 114 F11) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 Vim.•••••'•••. FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING v� q�•. TC LL 40.0 PSF REF R235- 28868 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TP[ (TRUSS P E `_ INSTITUTE. 583 D'ONOFR[0 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIG :•� �•�• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED `.^.4718!,, VC DL 10.0 PSF DATE 06/19/03 NV v�(rr STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. y,+ **IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN�REq �r CDL 5.0 PSF DRW HCUSR235 031��228 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILU ,�7i1 (` BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING, INSTALLIN NO c C L L 0.0 PSF F HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE G ST OF ! SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W,HS/K) ASTM 3 _ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T ••�/�- P.• TOT.LD. 55.0 PSF SEAN 74161 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED aY (I) SHALL BE P •�L R`O ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION ••........4•• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ` FL Certificate ol'Authorization# T"I/TPI I SED. 2. SPACING 24.0" JREF- 1530235_Z02 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 42 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 42 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) Webs 42 SP #3 TC 81 0.25 6.62 :Rt Bearing Leg 4x2 SP #3: TC 81 4.46 7.00 TC 81 6.62 7.00 Deflection meets L/360 live and L/240 total load. BC 76 0.25 6.62 Truss must be installed as shown with top chord up. 15" Typ., 2.5X4= 3X3=- 1.5X3(R) X3=1.5X3(R) = 2.5X4= 2.5X4= 5X10= T T 1-8-8 2-1-8 2.5X4= 2.5X4= 2.5X4= 2 X 4 III 1.5X4=- 4X6=- 0-4-8 X4=4X6=0-4-8 7-0-0 Over 2 Supports —� R=365 W=3.5" R=393 W=3.25" (33322A-MORALES CONST DLIV A �� ` F12' FL/-/4/-/E PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING Qn BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P . (`jam ��.�. TC LL 40.0 PSF REF R235 28869 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI ��/ �•� TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Na.47 8 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED : * C D L 5.0 P S F D R W HCUSR235 03170229 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL ALPINE BUILD THE TRUSSES IN CONFORMANCE WIiH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI A OF BC LL 0.0 PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D ION : $TA r i SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON Pi� TOT LD. 55.0 PSF SEAN- 74165 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL 8E �%.4C RR /.` ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •....... `j� DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN S Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER /)(dA � SPACING 24.0" 1S30235_Z02 FL Certificate of Authorization#5b71 s I/TP 1 1 SEC. 2. .�°N FFF�� JREF (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F13) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 42 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) = Webs 42 SP #3 TC 88 0.00 6.92 :Rt Bearing Leg 4x2 SP #3: TC 88 5.15 7.29 TC 88 6.92 7.29 Trusses to be spaced at 16.0" OC maximum. BC 80 0.25 6.92 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. �-2-7-12 + —24"— --2-7-12---� 15" Typ. 3X3=- 2 5X4=— =2.5X4= 2.5X4= 2.5X4= 5X10= TT 2-0-0 1 7-0 1108 rl.V- -\7- 10-7-8 2.5X4= 1.5X3111 2X6= 2X4111 1.5X3111 1.5X3111 2.5X4= 0-4-B — 7-3-8 Over 2 Supports R=262 W=3.5" R=272 W=3.5" ((33322A-MORALES CONST DUVA �p 13PLT TYP. Wave TPI 95 Desi n Crit: TPI S7D 19.6 G`'"QkF FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A TC LL 40.0 PSF REF 8235-- 28870 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TPI (TRUSS PL . •I a� �Q /��. INSTITUTE, 583 D'DNDFRID DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI0�1" /`VY/.`- - ,sTC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iNDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTeLj��ED V STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY TO RIGID CEILING. N 'S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED '^O�� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILU T� * C D L 5.0 PSF D R W HCUSR235 03170230 ALPINE BUILD THE TRUSSES 1N CONFORMANCE WITN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AN C LL 0.0 PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL ❑ GN �� O SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S • ��`• TOT.LD. 55.0 PSF SEQN- 74167 DESIGN. POSITION PER DRAWINGS I60A-Z. ANY IN OF PLATES FOLLOWED BY (I) SHALL BE �. O p,Q��'0 ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION ........ DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 77�ty1j SPACING 16.0" JREF 1S3Q235 ZO2 FLCertifcateofAuthorization# )Ns]/TPI 1 sec. z. V f1.� (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F14) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 78 0.25 17.29 Deflection meets L/360 live and L/240 total load. TC 78 15.14 17.67 TC 78 17.29 17.67 Truss must be installed as shown with top chord up. BC 120 0.25 17.29 9-1-7 '1 24"— + - 6-6-9 _1 15" Typ•, 04= 3X3= 3X3= 1.5X3(R) = 3X4= 3X4= 2,5X4= 1.5X3111 1.5X3111 3X3= 5X10= T + T 0 10 12 1 2-8 _{}..9-10-12 1-6-0 +9-3-8 4X4= 3X4= 1.5X3111 2.5X4= 3X3= 3X3= 4X5= 3X7= 2X4111 2.5X4= 1.5X3111 0-4-8 - — 17-8-0 Over 2 Supports R=965 W=3.5" R-979 W=3.25" (33322A MORALES CONST OLIVA j0�11 8r, F14) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL 4 E Scale =.375" Ft. w;WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING :n� -•.. TC LL 40.0 PSF REF 8235-- 28871 BRACING. REFER TO HIB-93 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P `L/j� r INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI -C' �• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HE D\\ �•/ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED • No.47182 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL : * C DL 5.0 PSF DRW HCUSR235 03170231 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALL] A • C LL 0.0 PSF HC-ENG MCL/MMA ALPINE SPEC. BYBRACING OAF&PA)F TRU SAND TPI THIS DESIN CO ALPINEFOCONRECTORWIT H PLATESLICAARE MADEPROVBL I0F020/16GA0(W`MS/K)NASTM IGN ST Of • (W. K/HS) CALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED ON ••• �I R�OP��E1' TOT.1-13. 55.0 PSF SEQN 74169 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •• •� ANNEX A3 OF TP] 1-2002 SEC. 3. A SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSION S•.,��•••�••.•• D U R.FAC 1 0 0 FROM R C T Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN //��■,• 4 Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" JREF 1S3Q235_Z02 FL Certificate of Authorization# 73NSI/TPI 1 SEC. 2. iii (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 1 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 81 0.00 0.37 Deflection meets L/360 live and L/240 total load. TC 81 0.00 2.54 TC 81 0.37 22.69 Truss must be installed as shown with top chord up. TC 81 20.53 23.06 TC 81 22,69 23.06 BC 120 0.37 22.69 10-6-6 '� 24'--+-10-6-6- 10-6-6 2.5X4= 1'5" TYP, 4X4= 3X3- W=2.5X4= 6X10= 3X3= 3X5= 2.5X4= 2.5X4= 2'5X4_ 3X5= 4X4` 6X10= 1-4-12 1-4-12 T 11-2-12 2 0-0 \; + + 3X7= 4X5= 4X4= 3X3= W=HS210= 1.5X3111 3X3= 4X4= 4X5= 3X7= 1.5X3111 1.5X3111 2.5X4= 1.5X3111 2.5X4= 1.5X3111 1.5X3111 0-4-8 0-4-8 -23-0-12-23-0-12 Over 2 Supports R=1268 W=3.25" R=1268 W=3.25" (33322A-MORALES CONST DUVA ��0 �7' F15) PLT TYP. 20 Gau e HS, ave TPI 95 Design Crit: TPI STD 19.6 FL/-/4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIq• � •••C�Q •• TC LL 40.0 PSF REF R235 28872 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS -1 •INSTITUTE. 583 O'ONOFRIO DR.. SUITE 200, MADISON, WI5371FOR SAFETY PRACTICES PRPERFORMING THESEFUNCTIONS. UNLESSOTHERWISE INDICATED, TOPCHORD SHALL HAVE PROPERLY ATTC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELSBOTTOM CHORDSHALL HAVEA PROPERLY ATTACHED RIGID CEILING. Na,47 $Z **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIC D L 5.0 PSF DRW HCUSR235 03170232 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANYDEVIATION FROM THIS DESIGN: ANY FAILBUILDTHETRUSSESINCONFORMANCE WITHTPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIBC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL STA OSPEC, BY AFBPAJAND TPI. ALPINE CONNECTOR PLATESARE MADE OF20/16GA (WHS/K) AST(W, K/HS) GALV. STEEL. APPLY PLATESTO EACH FACE OF TRUSSAND UNLESS OTHERWISE LOCATEDOTOT.LD. 55.0 PSF SEON 74121 DESIGN, POSITIONPER DRAWINGS 160A-Z. ANY INSPECTION OF PLATESFOLLOWED8V ([) SHALL / R -.•ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PAOFEG ^tO••,O•• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,IIIC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILI •••I-I21neSClt)',FL33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. P FL Certiflcatei,'N'borization#5 7NS"TP] 1 SEC. SPACING 24.0' JREF 1S30235 Z02 (33322A-MORALES CONST DUVAL - 1601 BEACH AVE - F15 16" OC) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 105 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 105 0.00 2.54 TC 105 0.37 22.69 Deflection meets L/360 live and L/240 total load. TC 105 20.53 23.06 TC 105 22.69 23.06 Truss must be installed as shown with top chord up. BC 120 0.37 22.69 f 10-6-6 T= 24"-+ 10-6-6- 2.5X4 15" TYp. 4X4= 3X3=- W=2.5X4 X3=W=2.5X4 6X10= 3X3= 3X5= 2.5X4= 2.5X4= 2.5X4= 3X5= 4X4= 6X10= 1-4-12 1-4-12 T +11-2-12 2-0-0 ;UV + + 3X7= 4X5= 4X4= 3X3= W=HS210= 1.5X3111 3X3= 4X4= 4X5= 3X7= 1.5X3111 1.5X3111 2.5X4= 1.5X3111 2.5X4= 1.5X3111 1.5X3111 0-4-8 0-4-8 23-0-12 Over 2 Supports R=846 W=3.25" R=846 14=3.25" (33322A-MORALES CONST DU � F15 16" OC) PLT TVP. 20 Gau e HS,Wave TPI 95 Design Crit: TPI STD 19.6A1;0'*"_ :'r FL 4 E Scale *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING •G "• TC LL 40.0 PSF REF R235 - 28873 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T `/ INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T •"y "%* PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED No" /I��Q2 ; sa'fC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. {� Y v _ **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGIN R* : C D L 5.0 PSF D R W HCUSR235 03170233 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL U BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLIN AND • ST Or :• Q_� C LL Q.� PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPL]CABLE PROVISIONS OF NDS (NATIONAL 0 ` (_�I/_ SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W,HS/K) ASTM �• W. KJHS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T 5 . ` TOT LO. 55.0 PSF SEAN- 74123 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P •••.� �' \©.• �`� ANNEX A3 OF TPI 1-2002 SEG. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA •�•••••�'•� DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER VVV FL Certificate of Authorization# 7NSI/TPI I SEC. 2. SPACING 16.0" JREF- IS30235_ZO2 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F15 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 2 COMPLETE TRUSSES REOUIRED Bot chord 4x2 SP #2 s Webs 4x2 SP #3 See DWG CNSY42PLO699 for connection details of 2 ply trusses. :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: N=5 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 120 0.00 2.54 TC 120 0.37 22.69 Deflection meets L/360 live and L1240 total load. TC 120 20.53 23.06 TC 120 22.69 23.06 Truss must be installed as shown with top chord up. BC 120 0.37 22.69 10-6-6 + 24" 10-6-6 2.5X4= 15" Typ. 4X4= 3X3= W=2.5X4 6X10= 3X3= 3X5= 2.5X4= 2.5X4= 2.5X4- 3X5= 04= 6X10= 1-4-12 1-4-12 T +11-2-12 2-0-0 + + 3X7= 4X5= 4X4= 3X3= W-HS210= 1.5X3111 3X3= 4X4= 4X5= 3X7= 1.5X3111 1.5X3111 2.5X4= 1.5X3111 2.5X4= 1.5X3111 1.5X3111 0-4-8 0-�4e1-8 I rl II 23-0-12 Over 2 Supports R=846 W=3.25" R=846 W=3.25" (33322A-MORALES CONST DUV '`�,a911` F15 2-PLY) PLT TYP. 20 Gau e HS,Wave TPI 95 Design.-Crit: TPI STD 19.6 V .•" ••. FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING •�L �•• TC LL 40.0 PSF REF R235 28874 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T //''`�I INSTITUTE. 5113 D'DNOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T • �"I �•• (` PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT If �O,47182 t STC OL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 01 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R • C D L 5.0 P S F D R W HCUSR235 03170248 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANF DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND STA �"+ gC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIDNS OF NDS (NATIONAL D SPEC. BV AF&PA) ANO TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 5 •�� [(� (W, K/HS) GALV. STEEL. APPLY PLATES T. EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON '•.�� 0 TOT.LD. 55.0 PSF SEAN 74125 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED By (I) SHALL BE •. •�� ANNE% A3 OF TPI 1-2002 SEG. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA ••• ••••� QUR.FAC. 1.OQ FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of City,FL 7NSI/TPI 1 SEC. 2. s�q� SPACING 16.0" JREF- 1530235_Z02 (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F16) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP 3 € # IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 103 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 103 0.00 2.54 TC 103 0.37 22.98 Deflection meets L/360 live and L/240 total load. TC 103 20.82 23.35 TC 103 22.98 23.35 Truss must be installed as shown with top chord up. BC 120 0.37 22.98 10-6-6 24" I' 10-9-14 15" Typ. 3X3= 3X3= 3X3= 5X10= 3X3= 1.5X3111 W=2.5X4=- 5X10= 3X3= 1-4-12 1 7-020 §r VV-\-/\/,��- 4 =�2 _ + nz z 2X6= 4X4= 3X3= W=3X4= 3X3= 3X3= 1.5X3111 4X4= 2X6= 1.5X3111 1.5X3111 1.5X3111 3X3= 1.5X3111 0-4-8 0-4-8 23-4-4 Over 2 Supports R=856 W=3.25" R=856 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST OLIVA -��0 � F16) PLT TYP. Wave TPI 95 Desi n Crit: TPI STD 19.6 FL/-/4/-/E/-/- Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING i•^� "••C�• TC LL 40.0 PSF REF R235-- 28875 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P j`_r •• INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI i4 TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HE STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N 7 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED • No.4" 1 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL * C DL 5.0 PSF DRW HCUSR235 03170234 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALL[ A • .• gC LL 0.0 PSF NC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL IGN ' STA F SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 6 (W, K/HS) GALT. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I *64 A�O 0�:��/� TOT.LD. 55.0 PSF SEQN 74117 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE R /�_ ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO •• Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN •••••••• p g' ••� DUR.FAC. 1.00 FROM RCT H"ineSClty,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING 1S THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER � SPACING 16.0" JREF 1S30235_Z02 FL Certificate ofAuthorization#5 qNs]/rPI 1 sec. 2. »/�� rJ (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F16 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #2 c Webs 4x2 SP #3 See DWG CNSY42PLO699 for connection details of 2 ply trusses. :Lt Bearing Leg 4x2 SP #3::Rt Bearing Leg 4x2 SP #3: N=5 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 120 0.00 2.54 TC 120 0.37 22.98 Deflection meets L/360 live and L/240 total load. TC 120 20.82 23.35 TC 120 22.98 23.35 Truss must be installed as shown with top chord up. BC 120 0.37 22.98 10-6-6 '� 24"=jam 10-9-14 1'5" Typ. 3X3= 3X3= 3X3= 5X10= W=2.5X4- 5X10= 3X3= 1.5X3111 3X3= 1-4-12 1T0 T 2-0-0 2X6- 4X4= 3X3= W=3X4= 3X3= 3X3= 1.5X3111 4X4= 2X6= 1.5X3111 1.5X3111 1.5X3111 3X3= 1.5X3111 0-4-8 0-4-8 1 23-4-4 Over 2 Supports j R=856 W=3.25" R=856 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST DUVC�I' F16 2-PLY) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 �AO. •••••. FL 4 E - Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • TC LL 40.0 PSF REF R235 28876 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS i G� •+• INSTITUTE, 583 D'ONOFR[0 DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI ['V PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HE •+ �•• TC DL 10.0 PSF. DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • Na•47 1 8 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED i * BC DL 5.0 PSF DRW HCUSR235 03170249 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN: ANY FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLI BC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL SIG ��A F+ y� SPEC, BV AFBP A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20 16 (W,H S/K) AST /"� [_I I: (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •••SCO TOT.LD. 55.0 PSF SEAN 74109 DESIGN, POSITION PER DRAWINGS I60A-z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • • ` ANNE% A3 OF TPI 1-2002 SEC. 3: A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO ••• DUR FAC 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A •••••••••• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OE THE BUILDING DESIGNER, PER SONAb � SPACING 16.0" JREF 1S30235_Z02 FL Certificate ofAuthorization# ANSI/rPI 1 sec. z. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F17) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: :Lt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) TC 120 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 120 0.00 2.41 TC 120 0.37 11.98 Deflection meets L/360 live and L/240 total load. BC 120 0.37 11.98 Truss must be installed as shown with top chord up. �= 6-10-4 24"— —3-4-8 � 15" Typ. 5X10= 3X3= 3X7= 1.5X3(R) T 1-4-12 1 T 8 2-0-0 11-2-12 10-7-8 2X6= 71 1.5X3111 1.5X3111 1.5X3111 2X4111 2X4111 0-4-8_ �--3-11-11 i< 12-2-12 Over 3 Supports _1 R=183 W=3.25" R=411 W=7.625" R=295 W=3.5" Note: All Plates Are W2.5X4 Except As Shown. (33322A-MORALES CONST DU V �� F17) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19. ""•••. FL/-/4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLItA D 7•�'-•• TC LL 40.0 PSF REF 8235- 28877 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SY TPI (TRUSS •- `/'�_INSTITUTE, 583 11 1 FRIG DR., SUITE 200, MADISON, WI53719), FOR SAFETYPRACTICES PR V TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESEFUNCTIONS. UNLESSOTHERWISE INDICATED, TOP CHORD SHALLHAVE PROPERLY ATD 14().471 82 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. II **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ER D : BC DL 5.0 PSF DRW HCUSR235 03170235 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: Oft FABRICATING, HANDLING, SHIPPING, INSTALLI AND �' BC LL 0.0 PSF HC-ENG MCL MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL STAT •:• / SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 6 `7 (W, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I •".�/ ` TOT.LD. 55.0 PSF SEQN- 74101 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •. {� ��' ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •��....••�• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN `• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER I({�`e SPACING 16.x" JREF 1S3Q235_Z02 FL Certificate ofAuthorization#5 )NS17TPl 1 sec. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F18) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 See HIB-91 SECT 13.2 for additional bracing requirements. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: " :Lt Bearing Leg 4x2 SP #3: CHORD SPACING(IN OC) START(FT) END(FT) " TC 120 0.00 0.37 Trusses to be spaced at 16.0" OC maximum. TC 120 0.00 2.41 TC 120 0.37 15.13 Deflection meets L/360 live and L/240 total load. BC 120 0.37 14.88 Truss must be installed as shown with top chord up. 15" Typ., 5X10= 3X3= 3X7= 3X7= 2X4111 T 1-4-12 2-0-0 11-2-12 }10-7-8 2X6= r 1.5X3111 2X4111 2X4111 3X7= 2X4111 0-4-8- 3-11-11 15-1-8 Over 3 Supports �1 R=163 W=3.25" R=459 W=7.625" R=158 PLF W=3-2-4 Note: All Plates Are W2.5X4 Except As Shown. ` �8 (33322A-MORALES CONST DUV ,U11`,�1gC�� F18) PLT TYP. Wave TPI 95 Design Crit: TPI SID 19.6 FL/-/4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D . �n q '•,• TC LL 40.0 PSF REF 8235 28878 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI •� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HED No 47 82 TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ` **IMRDRTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • * B C D L 5.0 PSF D R W HCUSR235 03170236 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THISN DESIGN: ANY IOFAIL E* BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLI AN OF • BC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BPECINBYOAFBPPAA)SAND TPITHIS DESIANPINEFCONNECT0R PLATESAARE MADEIOF020/O16GA0(W(HS/K)NAST 6 •. S/�TA W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •• A%, ,O�•=•� TOT.LD. 55.0 PSF SEQN 74099 DESIGN, POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ••• .f w ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO •••••„••••�`it� DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,In C. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN (` Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER NAV, SPACING 16.0° JREF 1S30235_Z02 171-Certificate of Authorization#5 7Ns]/TPI 1 SEC. 2. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE - F19 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x12 SP #2 N 2 COMPLETE TRUSSES REQUIRED i Bot chord 2x12 SP #2 N 1 Webs 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) ' a TOP CHORD: 2 ROWS @ 4" D.C. (EACH ROW) SPECIAL LOADS BOT CHORD: 1 ROW @ 12" D.C. ------(LUMBER DURJ AC.=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" D.C. TC From 1020 PLF at 0.00 to 1020 PLF at 6.80 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 10 PLF at 0.00 to 10 PLF at 6.80 IN EACH ROW TO AVOID SPLITTING. TC 666 LB Conc. Load at 1.88, 3.88, 5.88 BC 203 LB Conc. Load at 1.00, 3.00, 5.00 Deflection meets L/240 live and L/180 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Truss must be installed as shown with top chord up. CHORD SPACING(IN OC) START(FT) END(FT) TC 82 0.00 6.80 BC 82 0.00 6.80 The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 4X8= 4X8= 4X8= 4X8= 3X7111 T T 2-5-0 2-5-0 +B18 4X8= 3X7111 4X8- 4X5= 4X8= �6-9-10 Over 2 Supports —� R=4702 W=3.5" R=4909 W=3.5" (33322A-MORALES CONST DUVA ��Ol�flbF19 2 PLY) PLT TYP. Wave TPI 95 Design Crit: TPI (STD 19.6 FL 4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE NFAABRICATION, HANDLING, SHIPPING, INSTALLING • :•Q ��•• TC LL 40.0 PSF REF R235 28879 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P (VVVI`` /(%•• INSTITUTE. 583 D'0N0FRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI •� `- TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED ^ STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • No.47182 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED * C DL 5.0 PSF DRW HCUSR235 03170237 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLI A BC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IG S•r 0� SPEC, BY AFBPAI AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W.HS/K) ASTM S7 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I ••••�� -� TOT.LD 55.0 PSF SEAN- 74199 =Z DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION ••••••.•••••. DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN tn� Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING SEE ABOVE JREF 1S3Q235_Z02 FL Certificate of kuthorization# 7NsI/TPI 1 SEC. 2. SYSTEM 42 PLY TO PLY CONNECTION DETAILS FIGURE 1: WEB TRULOX PLATE CONNECTION SYSTEM 42 CONNECTION NOTES: FIGURE 5: SINGLE SHEAR BLOCK WEB TRULOX PLATE CONNECTION 'N" & "C" ARE THE REQUIRED NUMBER OF 0.120" X 1.375" CONNECTION AT CONCENTRATED LOAD MAY BE USED WHEN TRUSS IS NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX LOADED WITH UNIFORM LOAD PLATE CONNECTIONS AS SPECIFIED ON THE ENGINEER'S SEALED 2X6 OR 2X8 #3 OR AND/OR CONCENTRATED LOADS DESIGN REFERENCING THIS DETAIL. BETTER SHEAR BLOCK. PLACE BLOCK IN KEYWAY AT RANDOM OR O.C. SPACINGS. "S" IS THE REQUIRED NUMBER OF 0.131" X 2.5" kN ACH NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX COMMON PLATE CpNNECTI ONS AS SPECIFIED ON THE ENGINEER'S SEALED . DESIGN REFERENCING THIS DETAIL. \ REFER TO THE ENGINEER'S SEALED DESIGN FOR LUMBER, i PLATES AND OTHER INFORMATION NOT SHOWN HERE, 0.125" X 3" GUN NAILS MAY BE USED IN PLACE OF 10d COMMON (0.148" x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. TRULOX PLATE APPLIED TO ONE OF THESE 6 FIGURES SHALL HE USED FOR EACH 2-PLY BOTH FACES AT LOCATION OF SYSTEM 42 TRUSS.CONCENTRATED LOADS OR N OR S *11F STACKED CHORD OPTIONAL TIE PLATE NEAR MIDSPAN FOR TRUSSES NARROW FACE OR 10 WITH ONLY UNIFORM LOAD. TE CONNECTION (0.148" x 3") NAIL IN WIDE FACE. 4X6 TRULOX FOR P - 2900# MAX. CROSS SECTION DETAIL 6X6 TRULOX FOR P - 4400# MAX. CROSS SECTION DETAIL 3j4" THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG 3.5" 7" LONG MAX LOAD VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES. IATTACH WITH (S) 8D COMMON (0.131" x 2 1/2") NAILS IN EACH BLOCK SIZE P VERTICAL WEB. P (1) 2x6 1500# FIGURE 2: CHORD TRULOX PLATE CONNECTION5'� s (1) 2x8 2000# CHORD TRULOX PLATES CONNECTION (2) 2x6 3000# MAY BE USED WHEN TRUSS IS (2) 2x8 3500# LOADED WITH UNIFORM LOAD MEMBER I MEMBER 2 AND CONCENTRATED LOADS (2) 3X6 TRULOX PLATES. ATTACH WITH 0.131"XI.375" NAILS TO 1.5" SIDE FIGURE 6: DOUBLE SHEAR SPACED AT 24' O.C. OR LESS. OF MEMBER I SYSTEM 42 CHORDS AS SHOWN THEN BEND 90° AND ATTACH CROSS SECTION DETAIL TO 3.5" SIDE OF MEMBER 2 CHORDS AS SHOWN. USE SAME PROCEDURE BLOCKS CONNECTION AT STARTING WITH MEMBER 2 WHILE OFFSETTING TRULOX PLATE LOCATION CONCENTRATED LOAD \ C BY 4 SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM O.C. FIGURE 4: CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION 1.5 CRODETASS TION NAIL PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS 35" C 5,5»SUPPORTING THE CONCENTRATED 9 0„ LOAD PRIOR TO CONNECTING THE 2' 6" MAX PLIES TOGETHER. BEND NAIL PLATE TYPICAL SPACING OVER THE TOP CHORD OF THE - SECOND PLY AND NAIL AS SPECIFIED. (2) 3X8 TRULOX PLATES TO BE S 6X18 TRULOX PLATE BENT AND APPLIED AS SHOWN. CONCENTRATED LOAD BENT AS SHOWN, 2X6 OR 2X8 #3 OR BETTER SHEAR PLATES TO BE POSITIONED MUST BE APPLIED BLOCKS, PLACE BLOCK IN KEYWAY APPROXIMATELY 1/4" APART FOR DOUBLE STACKED CHORDS TO THIS FACE AND CONNECT TO EACH PLY WITH SPACED AT 2' 6" MAXIMUM USE (2) 3X10 TRULOX PLATES. (3) 10d COMMON (0.148" x 3") NAILS O.C. BETWEEN PAIRS. ///�� EPLACES DRAWINGS 1,070,978 798517 T620,124 & T615,489 —WARNING-- TRUSSES REOUIRE FXTRFME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING .- '•.lfrC LL PSF REF SY42 CONNECTION AND BRACING, REFER TO HIB-9I (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI <TRUSS .. ^f��.��' PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIDR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVEDL PSF DATE 02/18/03 PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING Bl DL PSF DRWG CNSY42PLO203 .� IMPORTANT-. FURNISH COPY OF THIS DESIGN T❑ SNSTALLATION CONTRACTOR, ALPINE ENGINEERED O.47182 ALPINE PRODucrs. INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE * LL PSF —ENG MLH�KAR TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING . & BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL i DESIGN SPEC, BY AF&PA) AND TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20!18/16 GA (W,H/S/K) STATE OF LD. PSF ASTM "653 GRADE 40/60 CW,K/H,S) GALV, STEEL, APPLY PLATES TO EACH FACE OP TRUSS AND, STATE UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF •� �� Q►�.. ALPINE ENGINEERED PRODUCTS,INC, PLATES FOLLOWED By (U SHALL BE PER ANNEY A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS • p ss �� POMPANO BEACH,FLORIDA DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE �� Q Rt .�� R. FAC. 1.00 TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY �Q•��•`�� -- BUILDING IS THE RESPONSIBILITY ❑F THE BUILDING DESIGNER, PER ANSI/TPI I SEC. 2. V SPACIN G FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 02174(Petway Beach House) Builder: Address: 1601 Beach Ave. Permitting Office: City, State: Atlantic Beach, FL Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:45.0 kBtu/hr ` 3. Number of units,if multi-family 1 _ SEER: 13.10 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap:29.5 kBtu/hr _ 5. Is this a worst case? Yes _ SEER: 13.00 _ 6. Conditioned floor area(ft=) 5004 ftz c. 2 Others Cap:47.9 kBtu/hr 7. Glass area&type a. Clear-single pane 0.0 ftz _ 13. Heating systems b. Clear-double pane 355.0 ftz _ a. Electric Heat Pump Cap:42.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ftz _ HSPF:8.85 d.Tint/other SHGC-double pane 0.0 ftz b. Electric Heat Pump Cap:28.6 kBtu/hr , 8. Floor types _ HSPF:7.65 a. Slab-On-Grade Edge Insulation R=3.0,258.0(p)ft _ c. 2 Others Cap:45.3 kBtu/hr b. N/A c. NIA 14. Hot water systems 9. Wall types - a. N/A a. Concrete,Int Insul,Exterior R=11.0,2440.0 ftz _ b. Concrete,Int Insul,Exterior R=11.0,1520.0 ftz _ b.N/A c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=22.0,3070.0 ftz _ 15. HVAC credits MZ-C,PT,MZ-H _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 1 11. Ducts _ PT-Programmable Thermostat, ` a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,27.0 ftz _ MZ-C-Multizone cooling, b. 3 Others 45.0 It MZ-H-Multizone heating) Glass/Floor Area: 0.07 Total as-built points: 38492 PASS Total base points: 59161 1 hereby certify that the plants and specifications covered Review of the plans and -TRE ST by this calculatio in compliance with the Florida specifications covered by this �o� = 9��0 Energy Code. calculation indicates compliance with the Florida Energy Code. PREPAR 0Y: _. r-9 Before construction is completedDATE: 0athis building P will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Fla-'ida Energy Code. Florida Statutes. °owE OWNER/AGENT: BUILDING OFFICIAL: ` 9- DATE: DATE: EnergyGauge®(Version: FLRCPB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 5004.0 20.04 18050.4 Double,Clear NE 0.0 0.0 98.0 28.72 1.00 2815.0 Double,Clear SW 0.0 0.0 72.0 38.46 1.00 2769.4 Double,Clear SE 0.0 0.0 144.0 40.86 1.00 5884.0 Double,Clear NW 0.0 0.0 41.0 25.46 1.00 1043.9 As-Built Total: 355.0 12512.3 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, Int Insul,Exterior 11.0 2440.0 0.40 976.0 Exterior 3960.0 1.70 6732.0 Concrete, Int Insul,Exterior 11.0 1520.0 0.40 608.0 Base Total: 3960.0 6732.0 As-Built Total: 3960.0 1584.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 6.10 256.2 Exterior 42.0 6.10 256.2 Base Total: 42.0 256.2 As-Built Total: 42.0 256.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 3070.0 1.73 5311.1 Under Attic 22.0 3070.0 2.11 X 1.00 6477.7 Base Total: 3070.0 5311.1 As-Built Total: 3070.0 6477.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 258.0(p) -37.0 -9546.0 Slab-On-Grade Edge Insulation 3.0 258.0(p -37.20 -9597.6 Raised 0.0 0.00 0.0 Base Total: -9546.0 As-Built Total: 258.0 -9597.6 INFILTRATION Area X BSPM = Points Area X SPM = Points 5004.0 10.21 51090.8 5004.0 10.21 51090.8 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB Q.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Summer Base Points: 71894.6 Summer As-Built Points: 62323.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 62323.5 0.368 (1.090 x 1.147 x 0.91) 0.261 0.902 6971.5 62323.5 0.241 (1.090 x 1.147 x 1.11) 0.263 0.902 4605.3 62323.5 0.241 (1.090 x 1.147 x 1.11) 0.263 0.902 4605.3 62323.5 0.150 (1.090 x 1.147 x 1.11) 0.263 0.902 2872.5 71894.6 0.4266 30670.2 62323.5 1.00 1.294 0.262 0.902 19054.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF =Point .18 5004.0 12.74 11475.2 Double,Clear NE 0.0 0.0 98.0 13.40 1.00 1312.9 Double,Clear SW 0.0 0.0 72.0 7.17 1.00 516.2 Double,Clear SE 0.0 0.0 144.0 5.33 1.00 768.0 Double,Clear NW 0.0 0.0 41.0 14.03 1.00 575.2 As-Built Total: 355.0 3172.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Concrete,Int Insul,Exterior 11.0 2440.0 3.00 7320.0 Exterior 3960.0 3.70 14652.0 Concrete,Int Insul,Exterior 11.0 1520.0 3.00 4560.0 Base Total: 3960.0 14652.0 As-Built Total: 3960.0 11880.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 42.0 12.30 516.6 Exterior 42.0 12.30 516.6 Base Total: 42.0 516.6 As-Built Total: 42.0 516.6 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 3070.0 2.05 6293.5 Under Attic 22.0 3070.0 2.45 X 1.00 7521.5 Base Total: 3070.0 6293.5 As-Built Total: 3070.0 7521.5 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 258.0(p) 8.9 2296.2 Slab-On-Grade Edge Insulation 3.0 258.0(p 9.30 2399.4 Raised 0.0 0.00 0.0 Base Total: 2296.2 As-Built Total: 258.0 2399.4 INFILTRATION Area X BWPM = Points Area X WPM = Points 5004.0 -0.59 -2952.4 5004.0 -0.59 -2952.4 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCPB Q.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave.,Atlantic Beach, FL, PERMIT#: BASE AS-BUILT Winter Base Points: 32281.1 Winter As-Built Points: 22537.5 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 22537.5 0.362 (1.069 x 1.169 x 0.93) 0.385 0.902 3677.8 22537.5 0.247 (1.069 x 1.169 x 1.10) 0.446 0.902 2897.2 22537.5 0.247 (1.069 x 1.169 x 1.10) 0.446 0.902 2897.2 22537.5 0.144 (1.069 x 1.169 x 1.10) 0.474 0.902 1797.5 32281.1 0.6274 20253.2 22537.5 1.00 1.295 0.425 0.902 11199.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCPB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 3 1.00 2746.00 1.00 8238.0 M-Built Total: 8238.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 30670 20253 8238 59161 19054 11199 8238 38492 PASS y�yo�TFiE S?9��0� a A goo wee EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1601 Beach Ave., Atlantic Beach, FL, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficienc of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugel DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCPB v3.22 BUILDING INPUT SUMMARY REPORT Title: 02174(Petway Beach House) Family Type: Single Address Type: Street Address VOwner: (blank) New/Existing: New Lot#: N/A W #of Units: 1 Bedrooms: 3 Subdivision: N/A O0 Builder Name: (blank) Conditioned Area: 5004 Platbook: N/A Climate: North Total Stories: 2 Street: 1601 Beach Ave. CL Permit Office: (blank) Worst Case: Yes County: Duval Jurisdiction#: (blank) Rotate Angle: (blank) City,St,Zip: Atlantic Beach, FL, U) # Floor Type R-Val Area/Perimeter Units N # Door Type Orientation Area Units O1 Slab-On-Grade Edge Insulation 3.0 258.0(p)ft 1 1 Wood Exterior 21.0 ft' 2 O J 0 LL 0 N # Ceiling Type R-Val Area Base Area Units # System Type Efficiency Capacity (' 1 Under Attic 22.0 3070.0 ft' 3070.0 ft' 1 Z 1 Central Unit SEER:13.10 45.0 kBtu/hr Z 2 Central Unit SEER:13.00 29.5 kBtu/hr 3 Central Unit SEER:13.00 29.5 kBtu/hr W O 4 Central Unit SEER:13.00 18.4 kBtu/hr V Credit Multipliers: None V Credit Multipliers: MZ-C,PT # Wall Type Location R-Val Area Units # System Type Efficiency Capacity J1 Concrete Block-Int Insul Exterior 11.0 1220.0 ft' 2 Z 1 Electric Heat Pump HSPF:8.85 42.0 kBtu/hr 2 Concrete Block-Int Insul Exterior 11.0 760.0 ft' 2 2 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr J F" 3 Electric Heat Pump HSPF:7.65 28.6 kBtu/hr Q La 4 Electric Heat Pump HSPF:7.20 16.7 kBtu/hr = Credit Multipliers: MZ-H,PT # Supply Return Air Handler Supply Suppl # Panes Tint Ornt Area OH Length OH Hght Uni N Location Location Location R-Val LengtK 1 Double Clear N 98.0 ftp 0.0 ft 0.0 ft 1 1 Uncond. Uncond. Interior 6.0 27.0 ft 2 Double Clear S 72.0 ft' 0.0 ft 0.0 ft 1 (� 2 Uncond. Uncond. Attic 6.0 20.0 ft 3 Uncond. Uncond. Attic 6.0 15.0 ft 3 Double Clear E 144.0 ft' 0.0 ft 0.0 ft 1 4 Uncond. Uncond. Attic 6.0 10.0 ft 4 Double Clear W 41.0 ft' 0.0 ft 0.0 ft 1 Credit Multipliers: None # System Type EF Cap. Conservation Type Con.EF LI Q # Use Default? Annual Operating Cost Electric Rate 1 Yes N/A N/A O LL Z Rater Name: CodeOnlyPro Class#: 3 Pool Size: 0 V Rater Certification#: CodeOnlyPro Duct Leakage Type: N/A Pump Size: 0.00 hp t/) Area Under Fluorescent: 0.0 Visible Duct Disconnects: N/A Dryer Type: Electric Area Under Incandescent: 0.0 Leak Free Duct System Proposed: No Stove Type: Electric NOTE: Not all Rating info shown HRV/ERV System Present?: No Avg Ceii Hgt: EnergyGauge®(Version: FLRCPB v3.22) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 1601 Beach Ave. Petway Beach Nouse Professional Version Atlantic Beach, FL Climate: North 4/15/03 Building Loads Base As-Built Summer: 71895 points Summer: 62323 points Winter: 32281 points Winter: 22537 points Hot Water: 7249 points Hot Water: 7249 points Total: 111425 point4 Total: 92110 points Energy Use Base As-Built Cooling: 30670 points Cooling: 19054 points Heating: 20253 points Heating: 11199 points Hot Water: 8238 points Hot Water: 8238 points Total: 59161 points Total: 38492 paints PASS e-Ratio: 0.65 EnergyGauge®(Version: FLRCPB v3.22) fi Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S3R235-Z0320101400 Truss Fabricator: Lumber Unlimited Job Identification: 33322A-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: 11 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.630. Structural Engineer of Record or See Below: Address: t Truss Design Loads: Roof - 50 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH (ASCE 7-98) Notes: Sal te: 6/ 2043 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Walter P.Finn Florida License Number:22839 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number.is preceded by: HCUSR235 No Standard Details Ref Description.., Drawin" Date 1 36529--A20 03170417 06/19/03 2 36530--A21 ' 03170418 "06/19/03 3 36531--A22 ' 03170427 06/1.9/03 4 36532--A23' 03170419 ,06/19/03;, 5 36533--A24' 03170420, 06/19/03' 6 36534--A25 03170421 06/19/03' 7 36535--EJ26 03170422" 06/19/03' 8 36536--HJ27 D45 "' 03170423 06/19/03" 36537--CJ28 1R 1L 03170424 06/19/03"" 10 36538--CJ29 1R 1L 03170425 06/19/03 11' 36539--CJ30 1R 1L 03170426 06/19/03 111 NI 11 x111 I� (33322A-MORALES CONST DUVAL 1601 BEACH AVE - A20) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 13.14 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DEFLECTION MEETS L1240 LIVE AND L/180 TOTAL LOAD. CHORD SPACING(IN OC) START(FT) END(FT) TC 53 0.00 16.58 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER - SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 1.5X4111 2.5X4% 3 r— 1.5X3� 4-7-1 3X4= 0-5-5 +10 7-8 2.5X4= 4X6(R) III r 2X4(C6) 3X7(C6) 0-8-10 16-7-0 Over 2 Supports R=883 U=542 W=7.625" R=775 U=563 %%% .�EF1 P (33322A-MORALES CONST D��ff��i)''A Q�'.1 EA,C�YQ�,p_Q� .A20) FL 4 E Scale PLT TYP. Wave TPI Design Crit: TPI STD 19,J3 .•'� lU'1C '//�� **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLI AND . TC LL 20.0 PSF REF R235-- 36529 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS LATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P W R TOj No. 22838 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATjIACHED• _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIWt FA6 f\C ••�' BC DL 10.0 PSF DRW HCUSR235 03170417 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAIL r�p� V{� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLIfA'N • {� (� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL M A4 •ORW�1 �\`V`` BOTLLD. 50.0 PSF SEgNL 10.0 PSF NG C290W�9 SPEC, BV AFBPA) AN TP[. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM A S �•••••. �i (W, K/HS) GA V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND ON OTHERWISE LOCATED ON TH JP f NAL DESIGN, POEX A3 OFSITION PER DRAWINGS 160A-Z. ANY INSPECTION OFS DRAWING I PLATES FOLLOWED BV (I) SHALL BE PERS, /pNp� �� — - — AipineFinglneeredQroducts,Inc. ENGINEERING RESPONSIIBILITY SOLELY FOR THE TRUSS EAL ON ICOMPONENT DESIGN NDICATSHOWN. CEPTATHE SUITABILITY E OF OAND ti1�„`i'�,, DUR.FAC. 1.25 FROM RCT HainesCity,FL 33844 USE OF S NE]/TPIHISEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 2D 'D3 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization 4 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A-MORALES CONST DUVAL - 1601 BEACH AVE - A21) Top chord 2x4 SP #2 120 mph wind, 12.94 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 :W5 2x4 SP #2: psf, wind BC DL-3.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.333' Right end vertical exposed to wind pressure. Deflection meets L/240 T (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or criteria for brittle and flexible wall coverings. better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. TC 49 0.00 15.00 TC 19 15.00 16.58 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE BC 75 0.00 7.80 LUMBER VALUES. REFER TO HANGER MANUFACTURER'S BC 75 1.00 1.01 PRODUCT CATALOG FOR PROPER APPLICATIONS. BC 75 7.80 16.58 HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X7= 1.5X3111 2.5X4% 3 W5 (A) 4-2-5 4X4% 0 5-5 ri � 1078 1.5X3111 2.5X4= T 2X4(C6) = 2.5X4= 3X7(C6) 0-8-10 15-0-0 J,1-7-0,1 16-7-0 Over 2 Supports 'I R=883 U=573 W=7.625" R=775 U=525 (33322A-MORALES CONST DU.If'A Pd FiOI••B. i�jA11F - A21) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.63 00tY:1 FL/-/4/-/E/-/- Scale =.375" Ft. -WARNING* TRUSSESREQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLIN&�AND �•': - TC LL 20.0 PSF REF R235-- 36530 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS-LATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53119). FOR SAFETY PRACTICES PR MR TO= N0. 22839 • - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTS.CHED� - TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : - **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIyiERE ! -1,. , � BC DL 10.0 PSF DRW HCUSR235 03170418 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL11 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLIN&440 � BC LL 10.0 PSF HC-ENG CR WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE�G�/ D��.��\_`�(/;� / SPEC, BY AFB PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM Cri3 •• n •. �i ATES OF TR T L DESIGN H S)POS I TI O NT PER DRAWI NGSAPPL L 160A-ZO EAANN INSPEC TIONSO FA PLLATE SE F O LOLOWEDW B YE(I)C SHAL LO BE ONA {/,0IAL \` `�% DOUR.FDAC. 10.�5 PSF FROM RCT ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INOICATES ACCEPTANCE OF PROFESSIONAL Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND j ''�, nalnesClty,FL 33844 USEIOFPIHISSECOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 2O '03 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization#5 / THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL -- 1601 BEACH AVE - A22) Top chord 2x4 SP #2 120 mph wind, 12.69 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 55 0.00 13.00 TC 17 13.00 14.38 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X7= 1.5X3111 2.5X4% 3 3-8-5 0-5-5 —� }1078 1.5X3111 2.5X4= r 2X4(Al) = 4X6(R) III 0-8-10 I 13-0-0 11 a e 14-4-8 Over 2 Supports R-775 U=505 W-7.625" R=663 U=501 �` � ER P '. (33322A-MORALES CONST DU YatQ��J.6a1•4EA y{��q10 A22) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.213 '•.'ZOfX:1 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLINGRAND TC LL 20.0 PSF REF 8235-- 36531 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS RATE No. w wS'j� •' INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRM TO L` 3 / PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT;HED = TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIWR BC DL 10.0 PSF DRW HCUSR235 03170427 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAILUIR T �"� �� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLINdOA /�` ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF ' �....'oR�p..:,\��c,�'� BC LL 10.0 PSF HC-ENG CR/WPF SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 2016GA (W,HS/K) ASTM A6_ (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS!' ..... �,`� TOT.LD. 50.0 PSF SEON 29034 DESIGN. POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER / u `` — EAL A)pineEnglneeredProducts,Inc. ENGINEERING RESPONSIIBILITY SOLELY FORSTHE OTRUSSICOMPONENT DESSIGNTSHOWryCEPTATHE OSUITABILITYOAND NAL „ �Itr",'�� DUR.FAC. 1.25 FROM RCT ANNHaines City,FL 33844 USE NSI/TPIHISSCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 2D '03 $PACING 24.0” JREF 1S3R235_Z03 FL Certificate of Authorization# ! I H I S UNG PRLPAHtU rKUM 6UMVU ItR INru I (wH w a UIMtN2IUN7) aUUMIIILU UY TRUSS Mtn. (33322A-MORALES CONST DUVAL 1601 BEACH AVE - A23) iTop chord 2x4 SP #2 120 mph wind, 12.44 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not ' Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 Webs 2x4 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: w CHORD SPACING(IN OC) START(FT) END(FT) TC 57 0.00 11.00 TC 40 11.00 14.38 t DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X4= 4X4=- 1.5X4--- 3 — 3 2-5 0-5-5 � �10-7-8 3X7= 2X6111 2X4(A1) 0-8-10 I, 11-0-0 1, 3-4-8 ,I 14-4-8 Over 2 Supports - R=775 U=511 W=7.625" R=663 U=487 N` .\E R P �. (33322A MORALES CONST DUy)► P!.�6111..BA� d� A23) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19.63 'CY:1 FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTA LLINO*AND �•�� - TC LL 20.0 PSF REF R235-- 36532 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS }RATE No. 22838 INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR IeR TO} — PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT=GRED= * - TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : — **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIWRE ; BC DL 10.0 PSF DRW HCUSR235 03170419 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILLWE� • .��,+ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLINOAI�Y . (� BC LL 10.0 PSF HC-ENG CR/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NES (NATIONAL DE QR�A..' \\ SPEC, BV AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM A 3 (W, K/H$) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS �� \; TOT LD. 50.0 PSF SEAN- 29036 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) $HALL BE PE�0 ` ANNEX A3 OF TPI 72002 SEC. 3. A SEAL ON THIS DRAWING SNDICATES ACCEPTANCE OF PROFESSIONAL ,'��41YA1 ti � pI}R.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND HatnesCi' y,FL 33844 'Is OF 1HISSEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 2Q 'O3 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization#5 / THIS DWG PREPARED FROM COMPUTER 1NPU1 (LOAUS & UIMENSIUNS) SUBMITTED BY TRUSS MFR, (33322A-MORALES CONST DUVAL 1601 BEACH AVE - A24) Top chord 2x4 SP #2 120 mph wind, 12.19 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 Webs 20 SP #3 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) TC 54 0.00 9.00 TC 64 9.00 14.38 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 4X4= 4X4= 1.5X3= 3 F— 2-8 5 0-5 5 +10-7-8 3X7= 2X6111 2X4(Al) 0-840 9-0-0 5-4-8 14-4-8 Over 2 Supports R-775 U=514 W=7.625" R-663 U=475 `tjj% (33322A MORALES CONST DUV�'LP�;� QEPfd,E A24) PLT TYP. Wve TPI Desi n Crit: TPI STD FLBC 19. Y:l FL/-/4/-/E/- /- aScale =.375" Ft. **WARNING* TRUSSES REOU[RE E%TREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALL[N�AND . (', /��.' : TC LL 20.0 PSF REF R235- 36533 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS J&LATE v RACTICES PERFORMING THESE INSTITUTE, 583 DFUNOC TIONSIO DR UNLESS OTHERWISEE 200, DINDICATED, TOPISON, WI CHORD SHALLOR HAVE EETY PPROPERLY ATMCHED �� ` �. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, TC DL 10.0 PSF DATE 06/19/03 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED= ' BC DL 10.0 PSF DRW HCUSR235 03170420 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILBE+"� AC �•LL` BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIN�A�� 1Jf_ ��ti,. gC LL 10.0 PSF NC-ENG CR/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE&I SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,Hy" ASTM AM 3 •�•ORAA••• \ ACE OF ND SS T. "SAC S)POSITIONEEL. APPLY OR DRAWINGSL 160A- . EACH ANY INSPECTIONS OF PLATES FOLLOWEDWBYE(I)C SHADLLO BETPE /��/��•G��' �` DUOR FARC IO 0 PSF 25 FROM RCT ANNEN A3 OF TPI 1-2DO2 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i(�1Y h AlpineHaines City,FLro33944 Inc. USEENGOFRING THIS COMPONENT FORM ANY SOLELY BUILDINGISHE IS THE RESPONSSIIBILITTYENT S OF THE BUILDINGE SUITABILITY DESIGNER, PER AND �, 't �ti ' FL Certificate of Authorization#57NSI/TPI I SEC. 2. Un 2(� '03 SPACING 24.0' JREF 1S3R235_Z03 IH1J UWU YNLFAILU rIVr LVIru , IUOMIJI tU BY IRUSS Mr K. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE A25) Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Located Bot chord 2x6 SP #1 Dense anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. (A) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: better "T" brace. 80% length of web member. Attached with 16d nails @ CHORD SPACING(IN OC) START(FT) END(FT) 6" OC. TC 25 0.00 7.00 TC 36 7.00 16.58 #1 hip supports 7-0-0 jacks to BC. BC 57 1.04 16.58 Left side jacks have 7-0-0 setback with 0-8-10 cant and 0-0-0 Deflection meets L/240 live and L/180 total load. overhang. End jacks have 7-0-0 setback with 0-8-10 cant and 0-0-0 overhang. Right side jacks have 0 0-0 setback with 0-0-0 cant and 0-0 0 overhang. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. 5X8= 3X8= 1.5X3111 3 r— 0-5-5 2-2 5 � J 10-7-8 3X7111 05= 6X10(R) 111 3X7(Al) 0-8-10 7-0-0 I 9-7-0 16-7-0 Over 2 Supports _I R-1589 U-1122 W=7.625" R-1715 U=1211 %`%%ilkiltiir (33322A MORALES CONST atri� Q` ;. gp�, AL'N'AQ"E - A25) TYP. Wave TPI Design Crit: TPI STD FLBC 19ti6 11�l '•. y:l FL -/4/-/E/-/- PLTScale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALL I,Y ANO�� _ TC LL 20.0 PSF REF 8235- 36534 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TR1)S�PLATE� NO. 22839 INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES P*d OR T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY MfACHER _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 0 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIIE& '.. � .: BC DL 10.0 PSF DRW HCUSR235 03170421 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL tV` ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALLIj� R� \`�`` BC LL 10.0 PSF HC-ENG CR/WPF BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL n.`•!`i_ SPEC, BY AFgPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA 'W.HS/K) ASTM 3 ' ••"." 'C DESIGN HS) GALI P OSITIO STEEL. APPLY ER 0 2DRAWINGS LATE T 160A-20 EACH NV FINSPECTION S OF A PLATE DUN S EFOLOI OWED WBy YE(I)CSHAOL OBE THrif /O+l A� %1 TOT.LD. 50.0 PSF SEQN- 29040 Alpine Engineered Products,Inc. ENGINEERING REANN A3 OF T P SP0 SOIBILITYSEC SOLELY FORS THE OTRUSSN T11 ICOMPONENT DEQSIGNTSHOWNCEPTATHE SSUNC E ITABILITYOAND ,�j�f77,ll��ytt,,, DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 USE THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER un 20 '03 SPACING 24.0" JREF 1S3R235_Z03 FL Certificate of Authorization# 9NSI/TPI1 S THIS DWG PRLPARLD ERUM CUMr'UILK 1NHU1 (LUAUS s UIMLNJIUNJ) SUBMITTED SY TRUSS MFR. (33322A-MORALES CONST DUVAL -- 1601 BEACH AVE EJ26) Top chord 2x4 SP #2 120 mph wind, 11.94 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.00 BC 75 0.00 7.00 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 r— 12-6-3 R=190 U 268 0-5 5 2-2-5 10-7-8 R=99 U=180 2X4(Al) 0-8->_0 6-4-2 ,I --7-0-0 Over 3 Supports —� R-411 U=279 W=7.625" R P PLT TYP. Wave TPI Design Crit: TPI STD32FLBCRALES CONST 19D1 "Al� l�E)- BECi�+'VE-#Y:5J26FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '!/Q BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS'?LATE i ND• 2839 TC LL 20.0 PSF REF R235-- 36535 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR�R T0j 1� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY Al!,CHED: _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. i xxIMPORTANT** FURNISH A COPY OF THIS OE SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIwc •:�4 BC DL 10.0 PSF DRW HCUSR235 03170422 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILdRE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FgBRICATI NG, HANDLING. SHIPPING, [NSTALLI • ' ��: BC LL 10.0 PSF HC-ENG CR WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH gPPLICABLE PROVISIONS OF NDS (NATIONAL D j//ty pRpA.•'( / (WECK/HS)AGALV) AMD TP '. STEE EL. APPLY PLATE 5I TO EAACHEFACCE OF TR U SSTCS R A N DMAD OON L OE SS OT HE0 16 R W ISE LOCATEDST MON TH'f� •�� v\�\' TOT.LD. 50.0 PSF SEON- 29042 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (7) SHgLL BE PER/' ANNEX A3 OF TPI 2-2DD2 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL NAI�� DUR FAC. 1.25 FROM RCT �1 Alpine Engineered Products,In C. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND j�,"`t HainesClty,FL 33844 UNSIO/TPIHISSCOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 2D '03 SPACING 24.0 JREF 1S3R235_Z03 FL Certificate of Authorization#5 / THIS UWG PKEPANEU YRUM LUMPUItK 1NPUI (LUAUS & UIMLN]IUNJ) SUSMII TED BY TRUSS MY K. (33322A-MORALES CONST DUVAL 1601 BEACH AVE - HJ27 D45) Top chord 2x4 SP #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 Webs 2x4 SP #3 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: The following members need concentrated loads at the heel : 3-0-0 CHORD SPACING(IN OC) START(FT) END(FT) span/setback member on the 0-8 10 cant side requires 7 lbs and the TC 75 0.00 9.90 3-0-0 span/setback member on the 0-8-10 cant side requires 7 lbs. BC 63 0.00 9.90 } Sub-fascia beam assumptions: 3-0-0 sub-fascia beam on the 0-8 10 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE cantilever side. 3-0 0 sub-fascia beam on the 0 8-10 cantilever side. LUMBER VALUES. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. Hipjack supports 7-0-0 setback jacks with 0-8-10 cantilever one face; 0-8-10 cantilever opposite face. HANGER = SIMPSON HUS26 OR EQUIVALENT. FILL ALL NAIL HOLES. DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 2.12 1.5X4= 12-6-2 R=216 U=294 0-5-3 2 2-3 10-7-8 04= R=389 U=180 2X4(A1) -0-3 l 8-11-6 9-10-13 Over 3 Supports R=367 U=288 W=10.783" PLT TYP. Wave TPI Design Crit: TPI SC3 32FLSMCORALES CONST 19DU ��.,160i—B�aC'�Ji � H 2 D45) T `. �O'FY:l FL/- 4 E - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTA LLIN"AND . •' ' TC LL 20.0 PSF REF 8235-- 36536 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING). PUBLISHED BY TPI (TRUSS?LATE Wo. 22839 ., INSTITUTE. 583 D'ONOFR91 DR., SUITE 200, MADi60N, WI 53719), FOR SAFETY PRACTICES PR�R TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT�.CHED= ,* _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALL ENGIME /� .:�1 BC DL 10.0 PSF DRW HCUSR235 03170423 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL U'ICE V�- _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING. SHIPPING, INSTALLIN�l `.-.�\�C�` gC LL 10.0 PSF HC-ENG CR/WPF A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE G .,/♦1Df\P. SPEC, BY AFg1A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM Ar OR ID (� (W, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS 07HERW15E LOCATED ON TH /�`•"` \rev TOT.LD. 50.0 PSF SEON 29050 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION 11 PLATES FOLLOWED BY (I) SHgLL BE PER /ll�y��,�\' \ ANNEX A3 OF TP[ 1-2002 SEC. 3. A SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSIONAL , Vr� ,\\ DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND 6F`,++t j\ 1-jal,cate0y,FL 33844 UNS(/TPIH ISSEOMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 20 '03 SPACING 24.0" JREF- 1S3R235_Z03 FL Certificate of Authorization#5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL -- 1601 BEACH AVE - CJ28 1R 1L) Top chord 20 SP #2 120 mph wind, 11.70 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 0.00 5.04 BC 60 0.00 5.04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 12-0-5 R-136 U-195 0-5-5 1-8 7 10 7-8 R=51 U=180 2X4(A1) 0-8-1 4-4-9 �5-0-7 Over 3 Supports R=317 U=215 W=7.625" •`� SER P (33322A MORALES CONST DF��pA�,�Q�,.1 •@�A C CJ28 1R It) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 191110- j . � Y:2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLI" AND r TC LL 20.0 PSF REF R235-- 36537 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSZLATEi N0. 22839 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PUOR TO - PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATjACHEA - TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _ .' - **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN.'; .�{C •-Q-- : B C D L 10.0 P S F D R W HCOSR235 03170424 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAIL E ; 10; \/�' (` _ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLS Y ��...`�(�`� BC LL 10.0 PSF HC-ENG CR/WPF ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OF�I SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM P�5 ..• �i� (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERW15E LOCATE D ON Tr(y n NV`s TOT.LD. 50.0 PSF SEON- 29044 DESIGN, POSITION PER A3 OF TPI 1-200 2DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PERS u A' ' - IN AlpineEngineeredProducts,InC. ENGINANNE'EERING RESPONS181LITY SOLELY FORSEA LTHE OTRUSSTHIS COMPONENG DEDSIGNTSHOWNACCEPTANCE THE SSUITABILITYPROFESS OAND , JO�i ;t1,�� DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER un 20 '03 SPACING 24.0" JREF- 1S3R235_Z03 FL Certificate of Authorization#5167NSI/T1I 1 SEC. 2. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL 1601 BEACH AVE - CJ29 1R 1L) Top chord 2x4 SP #2 120 mph wind, 11.45 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Located Bot chord 2x4 SP k2 anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 38 0.00 3.04 BC 36 0.00 3.04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3 0-5-5 (�}11 6-5 T T R=81 U=180 1-2-7 10 7-8 R--8 U=180 2X4(Al) 0-8-10 -� 2-4-9 3-0-7 Over 3 Supports R=231 U-180 W=7.625" (33322A-MORALES CONST DUJ�'A ��'•.�6 B.E�C�ji Vt; CJ29 1R 1L) PLT TYP. Wave TPI Design Crit: TPI STD FLBC 19 3 j •• �O1' :2 FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLIN�AND • TC LL 20.0 PSF REF R235-- 36538 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS.7LATE i No. ,Z83� , INSTITUTE, 583 OF NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR�1R T0j G J PERFORMING THESE OF UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT4!CHEDI _ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. — (� n **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIQC • B C D L 10.0, P S F D R W HCUSR235 03170425 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL LI}R • �� BUILD THE TRUSSES IN CONFORMANCE WITH rPl; OR FABRICATING, HANDLING. SHIPPING, INSTALLIN A f�D (. ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DEQ .'r}DR�py••�\��/ BC LL 10.0 PSF HC-ENG CR/WPF SPEC. BV AF8PA7 AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM AIS •••••.� (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON TH �/ TOT.LD. 50.0 PSF SEAN- 29046 _ DESIGN, POSITION PER DRAWINGS 160A-Z.hAtANV INSPECTIORAWN OF PLATES FOLLOWED BY (I) SHALL BE RE AN Es/ANAL Alpine Engineered Products,Inc. ENGINEERING RESPONSIIBILITY SOLELY FORS THE OTRUSSICOMPONENT DESSIGNTSHOWNCEPTANCE OF THE SSUITABILITYOAND ,��'f'{{{ ' DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Un 20 'D3 SPACING 24.0° JREF 1S3R235 Z03 FLCertifcateofAuthorizat. qNs]/rPI 1 sec. z. — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (33322A MORALES CONST DUVAL - 1601 BEACH AVE - CJ30 1R 1L) Top chord 2x4 SP #2 120 mph wind, 11.20 ft mean h9t, ASCE 7-98, PART. ENC, bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 13 0.00 1.04 TC 13 0.00 0.00 BC 12 0.00 1.04 DEFLECTION MEETS L/240 LIVE AND L/180 TOTAL LOAD. 3F- 0-8-7 — �- 11-0-5 0-5 5 0 8 7 R y Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1S3Q235-Z0419093426 Truss Fabricator: Lumber Unlimited Job Identification: 33322C-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: g Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.630. Structural Engineer of Record or See Below: Address: Truss Design Loads: Roof - N/A Floor - 55 PSF @ 1.00 Duration Wind - N/A Notes: Seal Date:06/19/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines city,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: CNSY42PL Ref Description DraO.na Date 1 28949--F58 03170023 06/19/03 Z 28950 -F58 2-PLY 03170251 06/19/03 3 '28951--F59 03370024 06/19/03 4 289527-F60 03170025 06/19/03 5 :28953-463 03170026 .06/19/03 6 '28954--F62 03170027 06/19/03 7 28955--F63 03170028 06/19/03 8 '28956--F64 03170029 06/19/03 9 28957-465 03170030 06 19 03 (33322C-MORALES CONST DUVAL -- 1601 BEACH AVE - F58) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 :T3 4x2 SP #2 Dense: 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 * Negative reaction(s) of -760# MAX. (See below) from a non-wind load case requires uplift connection. Max JT VERT DEFL: LL: 0.38" DL: 0.16" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 68 -0.00 24.40 Truss must be installed as shown with top chord up. BC 106 0.31 24.08 9-6-11 24" 12-10-1 15" Typ. 3X5= W=2.5X4= 0 3-0 5X6= 3X3= 3X5= 2.5X4= 2X4111 2.5X4= 5X4= 3X4= 3X5= 4X5= 4X10= 4X4111 0-3 0 + T 1018 + * 1-4 0 r -1- 9-0 8 1.5X3111 3X3= 2X5111 4X4= 4X4= 2X5111 4X5= 3X5= 4X5= 4X6= r 2.5X4111 1.5X3111 4X6= 5X4= W=2.5X4= 3X3= 4X10= 0-3-12 20-7-14 0-3-12 �E 24-4-12 Over 3 Supports R=1033 W=3.25" *R--760 W-3.25" W=3.5" (33322C-MORALES CONST DUVA t�FA!7F' F58) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 LFL 4 E - Scale =.3125" Ft. *WARNING* TRUSSES REQUIRE(HANDLIEXTREMENG CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ��•';� C�•`.•.� TC LL 40.0 PSF REF R235-- 28949 BRACING. REFER TO HIB-91 (H ANGLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P r T INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT H •V �• TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 'NG' ERED • No.47182 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E * SBC DL 5.0 PSF DRW HCUSR235 03170023 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI A BC LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IkGN , TA DF SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM6W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON w�0 ,�(�::� TOTLD. 55.0 PSF SEQN- 28778 DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE /�_ sANNE% A3OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFF.SSIOAlpine Engineered Products,Inc. ENGINEERING RESPONSIBILITYSOLELY FOR THE TRUSSCOMPONENT DESIGN SHOWN. THE SUITABILITY A ••• • •� DUR.FAC. 1.00 FR0M RCT Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THERESPONSIBILITY OF THE BUILDING DESIGNER, PERs� FL Certificate of Authorization#5 7NSI/TPI I SEC. 2. k��' SPACING 24.0" JREF- 1S3Q235_ZO4 (33322C-MORALES CONST DUVAL 1601 BEACH AVE F58 2 PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 2 COMPLETE TRUSSES REQUIRED Bot chord 4x2 SP #2 Webs 4x2 SP #3 See DWG CNSY42PLO699 for connection details of 2 ply trusses. N-5 + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Negative reaction(s) of -760# MAX. (See below) from a non wind IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: load case requires uplift connection. CHORD SPACING(IN OC) START(FT) END(FT) TC 120 -0.00 24.40 Deflection meets L/360 live and L1240 total load. BC 120 0.31 24.08 Truss must be installed as shown with top chord up. 9-6-11 24" - 12 10 1 15" Ty P- 3X5= 14=2.5X4= 5X4= 0 3 0 5X6= 3X3= 3X5= 2.5X4= 2X4111 2.5X4= 3X4= 3X5= 4X5= 4X10= 4X4111 0 3-0 + }10-1-8 + 1-4-0 908 1.5X3111 3X3= 2X5111 4X4= 4X4= 2X5111 4X5= 3X5= 4X5= 4X6= 2.5X4111 1.5X3111 4X6= 5X4= W=2.5X4-- 3X3= 4X10= 0-3-12 20-7-14 0 3-12 ri 24-4-12 Over 3 Supports R=1033 W=3.25" 290 W=3.5" R=-761 W=3.25" (33322C MORALES CONST DUV �,OallA�yr F 5 8 2-PLY) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL 4 E Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING GQ BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T r"b TC LL 40.0 PSF REF R235-- 28950 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI c`q1 `I PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HEO' Q �•�. TC DL 10.0 PSF DATE 06/19/03 S TRUC iURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. : NQ.47 v� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI EREDUC DL 5.0 PSF DRW HCUSR235 03170251 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL E e BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI A B C L L 0.0 PSF F H C-ENG G M C L M M A A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL GN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 68'Q STA �� / (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON I �� O Q.Aj TOT.LD. 55.0 PSF SEQN 28780 DESIGN, POSITION PER DRAWINGS 160A-I. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE R �� C a•� ANNE% Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO •��.��. DURFAC 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN i Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER if � SPACING 24.0" JREF 1530235_Z04 40 FLCertificate ofAuthorization#5 7NSI/TPI 1 SEC. 2. ((77 (33322C MORALES CONST DUVAL 1601 BEACH AVE F59) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #2 :B2 4x2 SP #1 Dense: Webs 4x2 SP #3 Max JT VERT DEFL: LL: 0.45" DL: 0.17" recommended camber 1/4" IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 63 0.00 0.15 Truss must be installed as shown with top chord up. TC 63 0.00 0.35 TC 63 0.15 2.46 TC 63 0.35 20.86 BC 120 0.31 20.86 9-6-11 24" + 9 6 11 3X4=- 15" X4=15" Typ. 3 X 5 W=2.5X4= 1.5X3(R) = 0 3 0 6X6= 3X3= 3X5= 2.5X4= 2.5X4= 2.5X4= 2,5X4= 3X7= 4X5= 10-1 8 T + 1 0-8 1 4-0 B2 9-0-8 1.5X3111 W=3X4= 3X4= 2.5X4= 1.5X3111 3X3= 3X7= 4X6= 4X6= 3X5= 2 X 4111 1.5X3111 2.5X4= 0-3-12 rl EiE 21-1-6 Over 2 Supports R=1155 W=3.25" R-1167 W=3.5" (33322C-MORALES CONST DUVA ; 0`1lHI� F�' F59) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL 4 E Scale =.3125" Ft. "`WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING -'�.• *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PTC LL 40.0 PSF REF 8235 28951 J GVTI ^1 J• INSTITUTE, 583 D'0NOFRIO OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI .•/' �� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLYATT HED VV TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 "IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED : * �C DL 5.0 PSF DRW HCUSR235 03170024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLI IGN �� O • C LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGN SPEC. BY AFBP A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM (W, KI S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •• O TOT.LD. 55.0 PSF SEQN 28790 DESIGN, POSITION PER DRAWINGS 160A-Z, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •• ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION DURFAC 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN ••••••••••• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertifcateofAuthoriaation#5 NSI/TPI 1 SEC. 2. wJ<IIAV SPACING 24.0" JREF- 1S30235_ZO4 (33322C MORALES CONST DDVAL -- 1601 BEACH AVE F60) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 (**) 1 plate(s) have been repositioned by the truss designer. Special positioning required. SPECIAL LOADS ------ (LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.-1.00) IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC From 100 PLF at 0.00 to 100 PLF at 20.99 CHORD SPACING(IN OC) START(FT) END(FT) BC From 10 PLF at 0.00 to 10 PILE at 21.11 TC 104 0.00 20.85 TC 716 LB Conc. Load at 16.39 BC 120 0.31 11.62 TC 187 LB Conc. Load at 18.39 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 9 6-11 J 24"— + 9 6-11 15" Typ. 5X5= 1.5X3(**) W=2.5X4= 6X7= 0-3-0 6X6= 5X5= 4X5= 4X4= 4X4= 4X4= 4X4= W=2.5X4= 6X6= � �10-1 8 � + 1 0-8 1 4-0 9-0 8 1 3X3111 5X7= 5X4= 4X5= 4X4= 2X5111 2X5111 4X4= 5X5= 6X7= r 5X7= 2X6111 W=3X4= W=3X4= 0-3-12 rl 21-1-6 Over 2 Supports R=1096 W=3.25" R-820 PLF W=2 7-0 (33322C MORALES CONST DUV .` ��u�y F60) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 v •••..� FL/-/4/-/E/-/- Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING �T-N TC LL 40.0 PSF REF R235-- 28952 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI •( �� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT HED .• Na.47182 STC DL 10.0 PSF DATE 06/19/03 *IMPORTANT**N E FURNISHTAMCOOPOR OF THIS DESIGN TOO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED : {M *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL .7i` . * C DL 5.0 PSF DRW HCUSR(2�35 03170025 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. IN TAL I.1 AND AL 0ST /�, C L L 0.0 P S F HC-ENG M C L M M A ALPINE SPECBRACINBYOAFBPA)SAND TPIES THIS DESIALPINEN CO FCOONNECT0R PLATESWITH A AARE MADEIOFO2O/O16GAO(W.HS/K)NASTM IG ` O� • 1�.� / (W, /HS) .ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN UNLESS OTHERWISE LOCATED ON �.�/�- P�•� TOT.LD. 55.0 PSF SEQN 28813 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION ,A`- DURFAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization# 7NSI/TPI 1 SEC. 2. SPACING 24.0" JREF- 1S3Q235_Z04 (33322C-MORALES CONST DUVAL -- 1601 BEACH AVE F61) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #2 Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. TC 77 0.00 0.15 TC 77 0.00 0.35 Truss must be installed as shown with top chord up. TC 77 0.15 2.46 TC 77 0.35 16.24 BC 120 0.31 6.81 BC 120 5.56 9.37 BC 120 6.81 11.62 BC 120 9.37 12.24 BC 120 11.62 13.49 BC 120 12.24 15.99 9-6-11 + 24" + 4-8-3 � 15" Typ. 3X3= 0 3 0 5X5= 3X3= 3X4= 2.5X4= 2X4111 3X3= 3X4= 3X7= �- 10-1 8 T 1 4-0 9-0-8 1.5X3111 4X5= 2.5X4= 5X5111 4X4= 2X5111 3X3= 3X7= 2X4111 4X4= 5X4=- 0-3-12 X4=0-3-12 16-2-14 Over 2 Supports R=887 W=3.25" R=899 (33322C-MORALES CONST DUV (, c�lljl' F61) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19. ;...••.., FL/-/4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING •Q `.• TC LL 40.0 PSF REF 8235 - 28953 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS (vim{� �- INSTITUTE, 5113 O'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PR /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT WED •� �•• TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I NQ•471SIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIRED '* BC DL 5.0 P J F D R W HCUSR235 03170026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALL] A O� BC LL 0.0 PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IG SPEC, BY AT PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST • STA (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••• A�O 1O�i•� TOT.LD. 55.0 PSF SEON 28793 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE R ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO • ••••• . DUR FAC 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESP ONSIBILl TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A �/� Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V/(/�� FL Certificate of Authorization# RNs!/TPI 1 SEG. 2. n(RR/ SPACING 24.0" JREF- 1S30235 Z04 (33322C MORALES CONST DUVAL - 1601 BEACH AVE F62) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 :T1 4x2 SP #1 Dense: ) 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. TC 71 0.00 0.15 TC 71 0.00 0.35 Truss must be installed as shown with top chord up. TC 71 0.15 2.46 TC 71 0.35 15.04 TC 71 12.94 15.25 TC 71 15.04 15.40 TC 71 15.25 15.40 BC 120 0.31 15.08 9 6-11 24" + 3-10-1 � 15" TYP•, 2.5X4= 4X4= 0-3-0 5X4= 3X3= 2.5X4= 2.5X4= 2X4111 1.5X3111 3X3= 5X4= 0 3 0 + 10-1 8 T 1-4 0 1.5X3111 3X7= 2.5X4= 2.5X4= 2.5X4= 4X4= 3X7= 1.5X3111 1.5X3111 0-3-12 0-3-12 17 n (c 15-4-12 Over 2 Supports R=847 W=3.25" R=847 W=3.25" mmft (( ** PLT TYP. Wave TPI 95 Design Crit: TPI STD322C MORALES CONST 19DUV �0�!! 'A>C��{ F62) FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SNIPPING, INSTALLING •�•� �•1•• TC LL 40.0 PSF REF R235-- 28954 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS 4 `/',_ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, W[ 53719). FOR SAFETY PRACTICES PRI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HED No.471$2 TC DL 10.0 PSF DATE 06/19/03 NE STRUCTURAL PALS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .� : !r **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI E1* : • * SBC DL 5.0 PSF DRW HCUSR235 03170027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALL] AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I STA OF :• gc LL 0.0 PSF HC ENG MCL/MMA SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 ••• : (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ^- r TOT. -D. 55.0 PSF SEON 28796 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • •• �` -_._. ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •••• •�••• DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER A FL Certificate ofAuthorization45 ,/NSI/TPI 1 SEC. 2. Si p SPACING 24.0" JREF- 1S30235_Z04 (33322C-MORALES CONST DUVAL - 1601 BEACH AVE - F63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 42 SP #2 + 2X6 continuous strongback. See HIB 91 section 13.2.3.2. Bot chord 42 SP #1 Dense Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. TC 67 0.00 0.15 TC 67 0.00 0.35 Truss must be installed as shown with top chord up. TC 67 0.15 2.46 TC 67 0.35 18.38 TC 67 16.27 18.58 TC 67 18.38 18.73 TC 67 18.58 18.73 BC 120 0.31 18.42 9-6-11 24" 7-2-1 15" Typ., 3X4= 3X3=- 0 X3=0 3 0 6X6= 3X3= 3X4= 2.5X4= 2.5X4= 2.5X4= 3X7= 3X4= 5X6= 0 3-0 10 1-8 1 4-0 1.5X3111 4X6= 3X4= 2.5X4= 2.5X4= 1.5X3111 2.5X4= 4X6= 1.5X3111 1.5X3111 3X7= 0-3-12 0-3-12 fE 18-8-12 Over 2 Supports R=1030 W=3.25" R-1030 W-3.25" (33322C-MORALES CONST DUVA ,` DrFf� F63) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 V FL 4 E - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING • =Q .4 TC LL 4D.0 PSF REF R235-- 28955 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P 4VVV`` i•� ��••� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES i]CES PRIG T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED No +� 82 C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N 4 =. xxIMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REp * C D L 5.D P S F D R W HCUSR235 0317DD28 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU '71� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND �� OF (✓ LL 0.0 PSF HC-ENG MCL/MMA C:_Z ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T S •••A� ��OP•�� TOT LD. 55.0 PSF SEQN 28771 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNE% A3 OF TPI 1-2002 SEC. O1.L A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA � ` DUR FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertificateofAuthorization# 9'NSI/TPI I GEC, 2, SPACING 24.0" JREF- 1S30235_ZO4 (33322C-MORALES CONST DUVAL -- 1601 BEACH AVE - F64) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 4x2 SP #2 SPECIAL LOADS Bot chord 4x2 SP #2 - (LUMBER DUR,FAC.=1.00 / PLATE DUR,FAC.=1.00) Webs 4x2 SP #3 TC From 100 PLF at 0.00 to 100 PLF at 3.28 BC From 10 PLF at 0.00 to 10 PLF at 3.28 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TC 899 LB Conc. Load at 1.84 CHORD SPACING(IN OC) START(FT) END(FT) TC 39 0.00 0.15 Truss must be installed as shown with top chord up. TC 39 0.00 0.35 TC 39 0.15 1.72 TC 39 0.35 3.03 TC 39 1.72 3.28 TC 39 3.03 3.28 BC 33 0.31 3.03 HANGER=SIMPSON THA422 OR EQUIVALENT. FILL ALL NAIL HOLES. 14.'625- Typ. 4X6= 0-3-0 5X4= 2X5111 X10-1-8 1-4-0 6k..9_0 8 1.5X3111 3X5= 2X4111 TT 0-3-12 ri 13-3-6 Over 2 Supportsi I- I R-544 W=3.25" R=716 (33322C-MORALES CONST DUV - � F64) PLT TYP. Wave TPI 95 Design Crit: TPI SID 19.6 .••"" "••:'� FL/-/41-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING �•'• TC LL 40.0 PSF REF 8235 28956 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P `- INSTITUTE. 503 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T �•V� �•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED No. w71Q2 ",�' C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. Ir Y v �^ **IMPORTANT** FURN ISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN R • C DL 5.0 PSF DRW HCUSR235 03170029 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAILU jj BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLIN ND ST OF '• Z C LL 0.0 PSF HC-ENG MCL/MMA ALP I.N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20 16G (W,HS/K) ASTM A (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AN0 UNLESS 0 HERWSSE LOCATED ON T '• ` 1Ol.iTOT.LD. 55.0 PSF SEQN 28802 DESIGN, POSITION PER DRAWINGS 160A-2, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ••{� • �` -- - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING IN01CATF5 ACCEPTANCE OF TROPESSIUNA •••• •••••• pl1R.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND4 Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �• FL Certificate Of Authorization#5 7IN5I/TP1 1 5E 2. SPACING 24.0" JREF 1S3Q235 Z04 (33322C MORALES CONST DUVAL 1601 BEACH AVE F65) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 02 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) Webs 02 SP #3 TC 39 0.00 0.15 g TC 39 0.00 0.35 Truss must be installed as shown with top chord up. TC 39 0.15 1.46 TC 39 0.35 3.28 HANGER=SIMPSON THA422 OR EQUIVALENT. FILL BC 33 0.31 3.03 ALL NAIL HOLES. 14.'625" Typ. 1.5X3111 0-3 0 5X4= 3X3= 2.5X4= XTt=0- 'L hN- 10-1-8 1-4-0 J9-0-8 1.5X3111 2X4111 2.5X4= 0-3-12 13 3-6 Over 2 Supports R=174 W=3.25" R=187 (33322C MORALES CONST DUVA �`0 ty F65) PLT TYP. Wave TPI 95 Design Crit: TPI SID 19.6 4 yi FL 4 E Scale —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING T TC LL 40.0 PSF REF 8235 - 28957 BRACING. REFER TO H18-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS P �• Cq INSTITUTE, 583 D'ONOFRIO DR.. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRET :•r�j /�A�. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INGIGATED, TOP CHORD SHALL HAVE PROPERLY ATT HE v `- STC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No. A 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN" RED Y : .* _ C DL 5.0 PSF DRW HCUSR235 D3170030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL jQ BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLI A .� C LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D ICN �� OF SPEC. 8V AF A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM r (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I �.� l„y TOT.LD. 55.0 PSF SEAN 28798 DESIGN, POSITION PER DRAWINGS I60A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE Ll p -- ----- - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •`•��.. O�� DURFAC 1.00 FROM RCT f�lP1Me Fngl❑eered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONE NT DES IGN SHOWN. THE OUITIRE I[TY AN ..... MV/ Hames City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate ofAathoriaat 45 7fNS]/TPI 1 SED. 2. 11NAV SPACING 24.0" JREF 1530235_Z04 C 7 r E�,1 4 �'L) T(- P L C) 11 f LV SYSTEM 42 CONNECTION NOTES- FIGURE .51- GURE 1: WEB TRULOX PLATE CONNECTION WEB TPULOX PLATE-- CO-N N*' 'C" ARE THE REQUIRED NUMBER OF 0,120 X 1 :375 CONNECTION AT COM, CONNECTION-N I CONNECTSN -- --MAY BE USED WHEN TRFSS IS NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX 9X6 OR 2X8 S AS Sl ECIFIED ON THE �ETTER SHFAR BLOCK LOADED WITH UNIFORNI LOAD PLATE CONNECTION, ENGINEERS SEALED AND/OR 'N P ND, Z CONCENTRATED LOADS DES]G ZEFERENCING THIS DETAIL. PLACE BLOCK IN KEYWA) TO EACH AT RANDOM OR 0_C. SPACINGS. 'S" IS THE PEQUIRED NUMBER OF 0,11-It" X 2 5" AND CONNECT NAILS, OR EQUAL, PER FACE PER PLY FOR USE WITH TRULOX PLY WITH (3) 10d COMMON PLATE CONNECTION,, - AS SPECIFIED ON THE ENGINEER'S SEALED (0.148 N 3") NAILS DESIGN REFERENCING THIS DETAIL. REFER 'DO THE ENGINEER'S SEALED DESIGN FOR LUMBER PLATES AND OTHER INFORMATION NOT SHOWN HERE. Al 0,125 X 3" G!-N NAILS MAY BE USED IN PLACE OF 10d COMMON (0J48' x 3") NAILS WHEN CONNECTING SHEAR BLOCKS. ONE OF E THE� 6 FIGURES SHALL BE USED FOR EACH 2-PLY TRULOX PLATE APPLIED T6---'-- SYSTEM 42 PUSS. BOTH FACES AT LOCATION OF J OPTIONAL TIE PLATE 0 N CONCENTRATED LOADS OR FIGURE )J: STACKED CHORD J i N OR S NARROW FACE OR 10d COMMON NEAR MIDSPAN FOR TRUSSES TRULM PLATE CONNECTIOIN' (0l-18` x 3") NAIL IN WIDE FACE WITH ONLY UNIFORM LOAD. -------—--------- 4X6 TPI LOX FOR P 2900# MAX� CROSS SECTION DETAIL 6X6 TRU LOX FOR P 4400# MAX CRO--S SECTION DETAIL 7- UP' LOAD 3,'4 THICK BY 7" WIDE APA RATED SHEATHING CUT TO FIT ALONG 1-�5 VERTICAL WEB LENGTH MAY BE SUBSTITUTED FOR TRULOX PLATES LONG BLOCK SIZE j P COMMON (0,131" x 2 2") NAILS IN EACH ATTACH WITH (S) 8D C VERTICAL WED. 2-K6 I"00# 3 4— t 1) 2%8 i 1?000� 4 2- FIG'U'RE 1'3: MORD TRULOX PLATE {D(N ;CTIS ) 3 ",A CHORD TRTTLOX PLATES CONNETIN (2) 2,,B 3500# MAY BE USED WHEN TRUSS IS _4 LOADED WITH UNIFORM LOAD MEMBER I MEMBER 2 L AND CONCENTRATED LOADS (21) 3X6 TRULOX PLATES ATTACH WITH 0.14 'XI 375 NAILS TO 1,5' SIDE FIGURE G- DOUBLE' 'AFAR SPACED AT 2C 0 C OR LESS OF MEMBER I SYSTEM 12 CHORD�� AS SHOWN THEN BEND 901 AND ATTACH CONNECTION AT TO 35 SIDE OF MEMBER 2 CHORDS AS SHOWN, USE SAME PROCEDE }RE BLOCk, CROSS SECTION DETAIL 'CF SETTING TRULOX PLATE LOCAT 0 ('ON ,tNlTRATED LOAD ------- ------- -TAPTING WITH MEMBER 2 WHILE OFF, I N 13 4', SPACE BETWEEN PLATE PAIRS AT 2' 6" MAXIMUM OX 4: FIGURE CHORD TRULOX PLATE CONNECTION AT CONCENTRATED LOAD LOCATION SECTION CROSSr- DETAIL . 'n ..... - L NAIL. PLATE IS TO BE APPLIED TO THE INSIDE FACE OF THE TRUSS SUPPORTING THE CONCENTRATED 5 9 0- LOAD PRIOR TO CONNECTING THE PLIES TOGETHER. REND F NAIL PLATE 2' 6' AX--- Nf x OVER THE TOP CHORD OF THE TYPICAL SPACING SECOND PLY AND NAIL AS SPECIFIED. (2) 3X8 TRULOX PLATES TO BE �St 6XI8 TRULOX PLATE BENT AND APPLIED AS SHOWN CONCENTRATED LOAD DENT AS SHOWN, 2X6 OR 2X8 #3 OR BETTER SHEAR PLATES TO BE POSITIONED MUST BE APPLIED BLOCKS, PLACE BLOCK IN KEYWAY APPROXIMATELY 1.'4'. APART FOR DOUBLE STACKED CHORDS TO THIS FACE IL AND CONNECT TO EACH PLY WITH SPACED AT 2' 6" MAXIMUM USE (2) 3XIO TRULOX PLATES. (3) 10d COMMON (0.148' x NAILS O,C BETWEEN PAIRS, .,I* PPLACES DRAWINGS 1,070,978 798517 T(320,I24 & T615,489 tP-D HAIJQ-lNG IN'TALLINJ" W0 PPAMG', PUPILI-HED it TPI C LL PSF RVY SY42 COINNFXTION Ft�jDvpm , -o,� WEi,' FPWTICE'� ,Ir_ ,IItiE -,no m,)m, FOP -,lAPNlNG- TPU'l- 'E�IUJP( E�iFPAE C,,HE it] FAPTATItill 'HIPPM6, A iFt FPA0�F, 'E'�T 11 1 5F; W!, 1-1�, IR ,LATV jWTITI TE DL PSF DATE 02,'l 8/03 RMP 10 RERJ-DPMMi, THFF RNrti011' HUlfE-' OTHFF.I-E INNFAT(LI, IDF CHOP13, SHALL WAlir fPPPFf,LY ATTACHED �TPIIIT�-,PAL PN�EL� AND Fq-TTDII HOPE, --HALI HA A FTUFUL)' Al l,,,IIED I FMID rUL11 I A -!NFOPTAflT-1 FIJP11-H r0F) OF Tj-j[' [IE-',lGN TO 1jJ-TALLATHYt CDJTPAf'T0P ALFME EluHMEPRFP 0. .47182 B D1, PSF DRWG CNS)42PL0203 L N[il P� PE-POI j-JR1 E FO PE'JAIIDU FEOF1 Hf IIE-TGN, A��, FAILLJF� �HAL r,rPSF --ENG' -%lLH,/KAR fpj_I_ i Dr�FOPIWJI-E iPl, OP F4,P;�IIATMG HANN��jC,, �HIFIMG, lj��TALL M,,, 7 ALPINE in Flilt-l" THE - ji f� lPH-,-E- DE-P�H 111H APPI lClKF FFD,1-110N-� PIF �P� J4TIONAL UA, Hllp �P� ALP;I�F MNtIFFTIP PLATr- AFE NALIF FF �t� 1�� lt- �l I LD E EF l7 F AT i TH,L A- In nF vip�, STATE OF 7 �Vi -Ec TlIY, OF ---------- TIP A I t I rP;I LDCA��1, ljrTli 1TIDN fl -'R, FAC 1,00 n:Uj.f 1, 1, -,H,�Ij 2L ��FP AIINF' �` T T;l 1 "WE --Fi A F A: 13H T 41- IF Clhft)EFF P�I, -HLEL F'RP 'HE 0 R 'H �-j :,011RIIi-M FOP AN, _PACING -IIIIn T��L' I' IL{ F�� wl 'L- �� V;�&ss A N HF III �-TITJP _r ,,.FPl� P��-t -,� I PA( .SqUPPORT REPORT JOB DESCRIPTION: 33322C WIND CODE : N/A WIND MPH: N/A BLDG TYPE : N/A TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT . MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT . -# F58 24 . 396 3 . 250 WALL 0 . 000 10 . 125 1030 F58 24 . 396 3 . 500 WALL 20 . 823 9 . 042 2289 F58 24 . 396 3 . 250 WALL 24 . 125 10 . 125 -636 ------------------------------------------------ --- -- - - ------- ---- -- ----------- F58 2-PL 24 . 396 3 . 250 WALL 0 . 000 10 . 125 1030 F58 2-PL 24 . 396 3 . 500 WALL 20 . 823 9 . 042 2290 F58 2-PL 24 . 396 3 . 250 WALL 24 . 125 10 . 125 -637 ----------------------------------------------- --- ----------------------------- F59 21 . 115 3 . 250 WALL 0 . 000 10 . 125 1155 F59 21 . 115 3 . 500 WALL 20 . 823 9 . 042 1167 ------------------------------------------------ --------------- ------ ---------- F60 21 . 115 3 . 250 WALL 0 . 000 10 . 125 1096 F60 21 . 115 31 . 000 WALL 18 . 531 9 . 042 2117 ----------------------------- --------- - ---------------------------------------- F61 16 . 240 3 . 250 WALL 0 . 000 10 . 125 887 F61 16 .240 3 . 000 Special 15 . 990 9 . 042 899 --------------------------- - ------------- -------------------------------------- F62 15 . 396 3 . 250 WALL 0 . 000 10 . 125 847 F62 15 . 396 3 . 250 WALL 15 . 125 10 . 125 847 ------------ -------- - ------- ------- ------------- ---------------------- --------- F63 18 . 729 3 . 250 WALL 0 . 000 10 . 125 1030 F63 18 . 729 3 . 250 WALL 18 . 458 10 . 125 1030 --------------------------- ------- ---- ------- ------ --- ------------------------- F64 3 . 281 3 . 250 WALL 0 . 000 10 . 125 544 F64 3 . 281 3 . 000 Special 3 . 031 9 . 042 716 ------------------------------- - ----- --- -- ------------------------------------ - F65 3 . 281 3 . 250 WALL 0 . 000 10 . 125 174 F65 3 . 281 3 . 000 Special 3 . 031 9 . 042 187 ------------ ------ -- -- ------- --------- ----------- ---------------- ----- --------- SY42 FIELD STUDDING REPAIR DE`T'AIL REFER TO ALPINE ENGINEER'S SEALED DESIGN FOR ORIGINAL TRUSSES MUST BE INSPECTED BY THE TRUSS MANUFACTURER SPAN, LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN ON OR LOCAL BUILDING DEPARTMENT AFTER THE COMPLE'T'ION OF TIIIS 1)ETAIL. REPAIRS TO ASSURE COMPLIANCE WITH ALPINE DESIGNS AND SPECIFICA'T'IONS. ° 'T'HIS REPAIR ALLOWS FOR A SINGLE SPAN, TWO BEARING, NON-CANTILEVERED, SY42 TRUSS TO BE SHORTENED A MAXIMUM A CHASE OPENING, IF PRESENT, MUST BE LOCATED AT OF 6" FROM ONE OR BOTH ENDS. TRUSSES SHALL SUPPORT A CENTERLINE OF TRUSS SPAN. TRUSS MAY BE: CUT 13ACK MAXIMUM TRIBUTARY LOAD AREA OF 2'-0" WITH NO OTHER UP TO 6" AT EACH END, UNLESS OTHERWISE SPECIFIED ON UNIFORM OR CONCENTRA'T'ED LOADS. ENGINEER'S SEALED DESIGN. *+ (2) 4x2 #3 FIELD-APPLIED BLOCKS. SCRIBE TO CUT FOR TIGIIT _ FIT. ATTACH TO TRUSS WHERE SHOWN. 1/2" 32/16 RATED SHEATHING +** REPAIR TRUSS USING 1/2" APA RATED 32/16 OR 3/4" APA MAXIMUM MINIMUM RA'Z'ED 48/21 SHEATHING (REFER TO CHART) NAILED TO BOTH NEW SPAN DEPTH FACES OF TRUSS. SIZE GUSSETS AS SHOWN. 35-01-00 20" USE 8d BOX (0.113" DIA. x 2.5") NAILS IN i ROW AT 2" O.C. _ NAIL INTO ALL MEMBERS IN CON'T'ACT WITH GUSSETS. 31-07-00 18" 28-00-00 16" I — - -- 24-04-00 14" ° 6 48" GUSSET LENGTH I 20-08-00 _ 12" +* 16-11-00 10" -- 3/4" 411/24 RATED SHEATHING MAXIMUM MINIMUM I I , II ** NEW SPAN DEPTH D E P'1'1 I I I I 40-03-08 20" � ! I 36-03-08 18" Fly----- 32-03-08 16" 28-03-08 14" I 24-03-08 12" NEW SPAN 20-03-08 10" ORIGINAL SPAN ~� THIS DRAWING REPLACES DRAWING 1,029,157 TC LL 40 PSF REF STUB SY42 TRUSS REPAIR r!� M RAN��4,�a OP TC DL 10 PSF DATE 06/25 99 DAMAGED TRUSSES MUST BE CAREFULLY EVALUATED TCI DETERMINE THC EXTENT OF DAMAGEAIID THE FEASIBILITY OF REPAIR. IN SOME CASES TIE PRUDENT SULUTION IS TO SCRAPTHE DAMAGED TRUSSES AND REBUILD. INTERNAL WOOD FIBER DAMAGE AND EXCESS C PC DL5 PSF DRWG REPSY42A0699 CONNEC7UR STRESS FROM BENDING OR SHOCK CANPiIL BE READILY DETECTED. THEREFORE, BC LL 0 PSF -EI'IO AIL,H KAR C IS VITAL THAT TGE 1 TH FADECISIOR AND HER TGG EPAIR CTOR CCH D, THE wow, i CAUSE OF THE DAMAGE IN THEIR DECISION VHEIHER Tp REPAIR OR REBUILD, �,,.�•� ❑ �'., a • T0T.LD. 55 PSF REPORTED BY PAIR V13RK THEW]RUSSTHIANOFACIURERATOLHAVE BEEN DAMAGED.SACQUALIFIED TTHIRD PARTY i �� •�`Q •�`+ DUR.FAC. 1.00 INSPECTOR SHALL CHOCK TRUSSES 10 DETERHINE THE EXTENT OF ANY FURTHER DAMAGE. IF ANY, ` �� Bft 0 - AHD VERIFY THAI REPAIRS HAVE BEEN PERFORMED AS INDICATED ON THIS DRAWING. --� M�NNfTU'N' SPACING 24,0" Back To Repair Index Tit, Ti jA surw,l tti i It i(j'ti it)-,aho,,-, full cod,fiaohi iq anti t 11 Ue rel,1 1 or r7 ied i4,. o f I;inti imi I cle f a Five 1116,11 MATERIAL See tail FINISH INSTALLATION -Use all�pet_,ifte(l faitrSee General Note" r,"Jith single if r,,,,in(z VM'Wrier,,.uw I Cox V ' i into the Dome Double canyinq ri-irmbei, il 10d or I 6d cornmor,,s into the.carried Shear Nailing 1! inembei, J 0 8 1 of the. :,ibw ,�1,iue for I gaUgP,and prevents tabs 0.68 of the tibl(�vali!e far In qauge breaking off Two different installation methods may be used: (available on IHAC42" dels) Maximum nailing-Install all face nads according to the table. some mo THA USPatent 5603580 Nails used for the joi,,t attachment must be driven at an angle . . , , r so that they penetrate through the corner of the joist into 4 3 tz6-2 the header Double r THA29 Minimum nailing-For the THA29,the minimum nailing Shear schedule leQUires the use of joist double shear nailing as Nailing detailed above.and that the strip be field-formed over Me THAC422 ..7- header a minimum ci 2'12'.A minimum of four top and. Side View L- tour face nails must be used. 4X Nailer .1 T For all models except the THA29,the minimum nailing schedule may be followed where double ��' shear nailing is not possible, provided the It strap is field-formed over the top of the rice header a minimum of 11/i`for the THA21 3 Wits and THA413,and 2"for all others,and Typical THA29 a minimum of four top and two face nails Minimum Nailing Installation are used.Thejoist double shear nailing ,1j, too-are easily straightened so that the 1. nails can be driven straight into the joisi '10 Joist Straight Nails ), Double Shear CODES BOCA, ICBG, SBCCI NER-209; Typical THA Minimum ailing Top View City of L.A. RR 24949; I Typical THA Instf U.S.Patent 4,480,941 Installation Nailing Configuration on a Canada Patent 1,193,418 with a 4x2 floor ll 4x Nailer(except THA29) ' Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir Minimum Dimensions FastenersDown Allowable Loads I Allowable Loads I Model r-,3 1 ra-i-i 1 1,21 1 ill I I I I Carried I No. I Avg Floor Snow Roof ofe I Floor 1 Snow Roof i Member Ult Up'i (1()0) i (1338,1 1100,1 (.,,1, Member W H C )A (133 1115) 1 1 -�qhSlmt 1 Top I Face I i- 60t 160) MINIMUM NAILING-TOP FLANGE 2x4 THA29 i 18 1 1� , j 91Y, 5 0 1 4-1 Od 4-1 Od 4-1 Od B167 750 1 2260 1 2310 1 2350 750 1 1740 1785 18151 181 1 13Y, 5Y 4-1 Od 2 I 2x6 -1 Od 4-10dx1y, 5343 1 1615 1615 1 1615 - 1280 1280 1280 2x6 THA218 1 18 1s 1 17y,, 5Y, 4-1 Od 2-1 Od 4-10dxly,I - 5343 1615 1615 1, 1615 1280 1280 1280 (2)2x-10 THA218-2 i 16 1 3"� 17%1 8 4-16d 2-16d 6-1l - 5085 1635 163-1 1465 1465 1465(2)2x10J 1 635 1635 1465 1465 1465 THA222-2 161 3y, 22X, 1 8 4-16d 2- 6d l 2y, 5085 1635 1 -7--7 F _7 A`)tn1 T C422 i - 2-16d 6-1 1-om 163,5 1635 1 1635 1465 1 146 HA .161 3 Y, 1 2? 7�/, 4-16d I 6d 5 1465 1 4 26 1940 1940 1940 4 26 1, 7�/, 4-16d I 4-16d 6-16d 2425 1940 1940 1"94 0 (2)4x2truss 1 THA422-1 9- L4 I 6d� 4-16d 6-16d 8727 2810 1 2_810 1 2810 221330 22600 "rn 14 t 1/� L�_,�,,5_1 ;�4 4-1 (2)4x2truss THAC422-2 1 14 Ly 1 22,y,, 9 4-16d I 4-16d 1 6-16d 8727 2810 1 28101 2810 2260 1 2260 1 2260 1 (2)4x2 truss THA426-2 141 7,Y, 1 26y, 9y, 4-16d 1 4-16d 1 6-16d 8727 2810 1 2810 1 2810 122601 2260 1 2260 6-16d 8727 1 2810 2810 1 2810 (2)4x2truss THAC426-2 1141 7L, 1 2l 1 9y I 4-16d 4-16d "l 615 1 2260 1 2260 1 22601 1635 MAXIMUM NAILING-ALL NAIL HOLES FILLED I 4-1 2x4 THA29 2X, 5Y, 116-1 Old 1 - 0 d 8250 750 1�2125 2310 1 2350 1 750 1740 1785 11 18151 9 9. 1385 1425 14 2x6 THA213 13` 5', 114-1 Od - 14-1 Od 7983 930EI 1795 1840 1 1870 1 780 2x6 I THA218 18 1%, 173, 5L - 18-1 Od - 4-1 Od 9120 930 1 795 18401 1870 780 1385 1425 1450 1 (2)2x10 I THA218-2 7,Y 8 - 1 6-16d - 16-16d 115001 1550 1 2830 3050 3050 1355 2385 2740 2820 L I I I T I I - - (2)2x10 -2 6-16d 13067 155 510 1 3595 3650 1 1355 1 27051 2775 2820 3 22_ 8 ITHA222 I 4x2truss 1THAC422 116 3 a 22 7 - 122-16dl I 6-16d 13067 1550) 1 3630140901 4149 1355 11 3075 1 3145 3195 1 0 :4:x 2 t,�ss �THA42r 141 3y 77 l 14836 4625 1 4655 1355 1 34801 4000 4030 , 1 26 - 130-16dl 1715 1 4020 4x2truss ITHAC426 141 3LP 1 1 30-16dl 0 0 5 1 3480 1 4000 2 - 16d 14836�1�7154 2 4625 4655 1' 135 4030 '4 1 . -2 1 141 221,� 1 9 '30 16d 1 0 543 (2)4x2 truss ITHA422 - i -16d! - 0 5525 ! 1395 1 1025 1 4420 4K20 8283 1715 1 472 2,), 1 91 30-16dl - �-16d 18283 1715 1 4720 1 5430 1 5525 1 1395 � 025 4420 4420 (2)4x2truss 1 THAC422-2 141 7 12 - - q6 6_1 18 55 3255 3255 1 2)4 x 2 t r u s s ITHA426-2 141 7Y, 1 261 1 93� - 138-16dl - I 6-16d 18283 1715 i 4695 4695 4695 1 1395 1 32 (2)4x2truss i THAC426-2 1141 7,Y 26X, 9/� 38-16dl - 16-16d 18283 1 1715 1 4695 4695 4695 1395 [ 3255 3255 3255 ! 3_ 1.16d sinkers may be used to replace 16d commons at 0.85 of table load 3.Roof loads are 125°6 of floor loads unless limited by other criteria.Floor loads may be adjusted 2.Uplift has been increased 33°t and 60%for earthquake or wind loading with for load durations according to the code,provided they do not exceed those in the roof column. 110 no further increase allowed:reduce for other load conditions as required by code. 4.160%uplift load for T11A422-2 and THAC422-2 is 2060 lbs. v Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page I of 1 Document ID:1S3Q235-Z1519093539 Truss Fabricator. Lumber Unlimited Job Identification: 333228-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: 28 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Versions 6.10, 19.630. _ 4 Structural Engineer of Record or See Below: Address: Truss Design Loads: Roof - 46 PSF @ 1.25 Duration Floor - N/A Wind - 120 MPH (ASCE 7-98) Notes: Seal Date:06/19/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: GBLLETIN 1 33707'.--631 03170130 06/19/03 2 33708--B32 '_ 113170191 06/19/03 3 33709--B33 113170192 06/19/03 4 33710=-B34 03170193 06/19/03, 5 ' 337111--B35 03170194 06/19/03 6' 33712--B36 03170195 06/19/03 7 33713--B37 03110196 06/19/03 8 33714--838 03170197 06/19/03 9' 33716--09 03170198 06/19/03 10 337167TC40 03170199 06/19/03 11 ' 33717--C41 03170200 06/19/03 12' 33718--D42 03170201 06/19/03 13' 33719--D43 031.70202 06/19/03 14 33720--D44 03170203 06/19/03 15 33721--D45 03170204 06/19/03 16 33722--D46 03170205 06/19/03 17 33723--D47 03170206 06/19/03 18 33724--D48 03170207 06/19/03 19 33725--D49 03170208 06/19/03 20 33726--E50 03170209 06/19/03 21 33727--E50 Alt Bearing 03170210 06/19/03 22 33728--E51 03170211 06/19/03 23 33729--E52 03170212 06/19/03 24 33730--G53 03170213 06/19/03 25 33731--EJ54 03170214 06/19/03 26 33732--HJ55 D45 03170215 06/19/03 27 33733--CJ56 1R 1L 03170216 06/19/03 28 33734--CJ57 1R 1L 03170217 06/19/03 11111111111111 (33322B-MORALES CONST DUVAL 1601 BEACH AVE - 831) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 27.19 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. fi :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: Gable end supports 8" max rake overhang. See DWG GBLLETIN1001 for more requirements. Deflection meets L/240 live and L/180 total load. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 73 0.00 12.17 TC 75 12.17 24.33 BC 75 0.00 24.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS 4X4= LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 2.5X4 1i 2.5X4 9 9 2.5X401 2.5X4 0-9-0 0-9-0 11 � �21 10 8 3X7(G1) III + 2.5X4= + 5X6= + 2.5X4= 3X5(G1) III 12-2-0 12-2-0 fE 24-4-0 Over 2 Supports R=172 PILE U=163 PLF W=8-8-6 R=746 U=603 W-7.625" Note: All Plates Are 141.5X3 Except As Shown. A0001 �` (333228-MORALES CONST DUV �„WIAlit, B31) PLT TYP. Wave TPI 95 Design Crit: TPI STD 6.10 •• FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLINflE. •: Q ��•• TC LL 16.0 PSF REF R235 33707 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) FOR SAFETY PRACTICESPRI =TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT �^•�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. V • �,. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED • * C DL 10.0 PSF DRW HCUSR235 03170190 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI A ••/L� BC LL 10.0 PSF HC-ENG MCL/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IG T : SPEC. BY AFgPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA HS/K) ASTM ` (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON P•i TOT ED. 46.0 PSF SEON 74000 DESIGN, POSITION PER DRAWINGS 160A'Z. AN INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •••• ANNEX A3 OF TPI 1-2002 SEL. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •A•4• O Alpine Engineered Products,Inc. ENGINEERING RESPONSIBI LITV SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN a }3 Haines City,EL 33844 USE OF THIS COMPO Nf IB FOR ANV BUILDING 11 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER VVV •'r,• DUR.FAC 1.25 FROM JWB FL Certificate of Authorization# 7NSI/TPI I SEC. 2. SPACING 24.0" JREF- 1S30235_Z15 (33322B MORALES CONST DUVAL - 1601 BEACH AVE B32) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense 120 mph wind, 27.19 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2::Rt Stubbed Wedge 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. Or 2x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d nails @ 6" OC. TC 63 0.00 24.33 BC 79 0.00 24.33 Deflection meets L/240 live and L/180 total load. 4X4= 2 X 4 D\ 2X4/// 9 79 (A) (A) 0T0 OT0 +21-10-8 3X9(GI) III 5X4= 2.5X4= 3X9(GI) III 12-2-0 I 12-2-0 I 24-4-0 Over 2 Supports R=1119 U=1011 W=7.625" R=1119 U=1011 W=7.625" I MW (33322B-MORALES CONST DUVA ``_ 11A �� B32) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 v .. FL 4 E - Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING =Q q i•� TC LL 16.0 PSF REF R235 33708 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL E 4VVV�` /_ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG -0 �•� C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT EO Na.47182 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _. **IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN ED � � * C DL 10.0 PSF DRW HCUSR235 03170191 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. 7N"ALL IN NO �� 0� C LL 10.0 PSF HC ENG MCL/MMA EZ BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE G SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA CW,HS/K) ASTM /T (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T �.�^� ` TOT .LD. 46.0 PSF SEQN 74003 DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATE$ ACCEPTANCE OF PROFFSSIONA DUR FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND G �V/ Haines City,FL33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ` FL Certificate ofAuthorization#5 7NSI/TPI I SEC. 2. SPACING 24.0" JREF 1S3Q235_Z15 (33322B MORALES CONST DUVAL -- 1601 BEACH AVE - 833) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: 120 mph wind, 27.19 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. Or 2x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d nails @ 6" OC. TC 62 0.00 12.17 TC 67 12.17 23.43 Deflection meets L/240 live and L/180 total load. H RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE 4X4_m DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. HANGER-SIMPSON HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. 2.5X4 2.5X4�� 9 T2 9 (A) 4X4�� 0-9-01 5-3 T 2140 8 3X9(G1) III 1.5X3111 5X6= 3X4= 2X6111 12-2-0 ,I, 11-3-2 E 23-5-2 Over 2 Supports R=1078 U=971 W=7.625" R-1078 U-975 PLT TYP. Wave TPI 95 Design Crit: TPI STD32FLg�RALES CONST V 6.10 AB33) FL 4 E - Scale =.25" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING :•d `•• TC LL 16.0 PSF REF R235- 33709 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS Ps T (vj• INSTITUTE, 113 D'ONOF111 DR., SUITE 200. MADISON. WI 53719). FOR SAFETY PRACTICES PR a� •/. �•• TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT HED V STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 **IMPORTANT*'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGI ERED * gC DL 10.0 PSF DRW HCUSR235 03170192 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIT E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLI A BC LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IG STA SPEC. BV AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20 16G (W. z 0 1K) ASTM 6 A (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON I ••• 4L ,�a:-�w TOT.L.D. 46.0 PSF SEQN 74006 DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE R ••• •_i/`•A` - -- ANNEX 02 - EAL S DRAWING ROFF AlpineEngineered Products,Inc. ENGINEERING RESPONSOIBILITY SOLELY FORS THE OTRUSSIC0MPONENT 0EOSIGNTSHOWN. CEPTATTHE OSHITABILITYOAN •••••� tA�/ DPACING 24?0" JR EOE 1S3Q235_Z15 Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER L•••�" FL Certificate of Authorization#5 7NSI/TPI 1 SEC. 2. (33322B-MORALES CONST DUVAL - 1601 BEACH AVE - 634) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense 120 mph wind, 27.19 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. Or 2x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d nails @ 6" OC. TC 62 0.00 12.17 TC 65 12.17 23.86 Deflection meets L/240 live and L/180 total load. BC 78 0.00 23.86 4X4= 2.5X4 2.5X4o` 9 9 (A) 4X4�� 0-9-p 1 1-4 T +21YD8 f7 M 3X9(G1) III 1.5X3111 5X6= 3X4= t 1.5X3111 L 12-2-0 I 11-8-6 23-10-6 Over 2 Supports R=1098 U=991 W=7.625" R=1098 U=992 W=3.5" (333226-MORALES CONST DU V PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 �p�') B34)FL/-/4/-/E/-/- Scale =.25" Ft. *WARNING' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING .�Q ��•• TC LL 16.0 PSF REF 8235-- 33710 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T `, INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRI •(J •• STC DL 1Q.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED 10.47182 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *;IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R + * �C DL 10.0 PSF DRW HCUSR235 03170193 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLI AND OF -� BC LL 10.0 PSF HC-ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IQy��yy� STA SPEC. BV AGALA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201GGA {W,HS/K) ASTM 5.1� • �•�� TOT.LD. 46.0 PSF SEQN 74009 (W, K/H S) GALV- STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ••••=� O•� — ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •••• •.••••��` DUR.FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN a\- 3t VVV Hames City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Y y FL Certificate of Authoriz.tion#5 NSI/TPI 1 SEC. 2. SPACING 24.0" JREF 1S3Q235_Z15 (333228-MORALES CONST DUVAL -- 1601 BEACH AVE B35) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Dense :T2 2x4 SP #2: 120 mph wind, 26.75 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 :132 2x4 SP #2 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. Or 1x4 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 8d nails @ 6" OC. TC 63 0,00 11,00 TC 28 11.00 13.33 Deflection meets L/240 live and L/180 total load. TC 67 13.33 23.86 BC 76 0.00 23.86 4X4= 4X7= T2 2 X 4 2.5X4 9 F 9 ) (A) 1.5X4111 0-9-01-1-4 Tf 62 +21-U-8 4X7(G1) III 5X7= 2.5X4= 3X4= L 11-0-0 —J-2-4-0_1_ 10-6-6 I fE 23-10-6 Over 2 Supports R=1098 U=990 W=7.625" R=1098 U-992 W=3.5" W (33322B-MORALES CONST DUVAp1AZ PLT TYP. Wave TPI 95 Design Crit: TPI SID FLBC 6.10 �,".....::`/ 635) FL/-/4/-/E/-/- Scale =.25" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A •� T(✓ LL 16.0 PSF REF R235 33711 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL .: + INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIG v PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �^•�� 8 2 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED L : IC DL 10.0 PSF DRW HCUSR235 03170194 *PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIIU ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. I, A"" A C L L 1 0.0 P S F H C-ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D%AND ;? ST' T �F SPEC. BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Or 20/16GA (W' H S /K' ASTM1 ��,"""(W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON �� T0T.LD. 46.0 PSF SEON 74012 DESIGN, POSITION PERDRAWINGS 160A-ZANY INSPECTIONOF PLATESFOLLOWEDBY (I) SHALL BANNEX A3 OFTPI I-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS • � DUR.FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSSCOMPONENT DESIGN SHOWN, THE SUITABILIT ��Haines City,FL 33844 USF OF THIS COMPONENT FOR AMY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PEQN ��Or SPACING 24.0° JREF 1S30235_Z15 FL Certificate ofAuthorization# 7NSI/TPI I SEC. 2. Ari (333226-MORALES CONST DUVAL - 1601 BEACH AVE B36) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 26.00 ft mean hgt, ASCE 7 98, PART. INC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 62 0.00 9.00 TC 64 9.00 23.86 BC 74 0.00 23.86 4X4= 4X6=- 1.5X4 X6=1.5X4 2.5X4'- 9 9 1.5X3111 0-9-0 1 1-4 +2-1L10-8 4X7(G1) !N 5X6= 2.5X4= 3X4-- 9-0-0 X4=9-0-0 6-4-0 8-6-6 �E 23-10-6 Over 2 Supports —� R-1098 U=987 W=7.625" R-1098 U-989 W-3.5" *�NtNUIp� (333228 MORALES CONST DUV B36) PLT TYP. Wave TPI 95 Design Crit: TPI STD) /FLBC 6.1 .•• •••• •. FL/-/4/-/E/-/- Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •Q q ••• TC LL 16.0 PSF REF R235 33712 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS A •� - INSTITUTE, 583 O'0N0FRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PR TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT CHED i NQS 47 1 8 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI BC DL 10.0 PSF DRW HCUSR235 03170195 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAI �`ii��. BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND BC LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL S STA SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) AST 65 L (W, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF 7RUSS AND UNLESS OTHERWISE LOCATED ON •• /C O P•��'V TOT LD. 46.0 PSF SEQN 74015 •• \ �• DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE �•`i --- - - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF ES ••••••••••�M_ DUR FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOP, THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN S�M�17�� Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 3` FL CertificateofAuth. tion#S 3NSI/TPI 1 sEC. 2. SPACING 24.0" JREF 1530235 Z15 (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE B37) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2: 120 mph wind, 25.25 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W7 2x4 SP #2: DL-4.0 psf, wind BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: Right end vertical exposed to wind pressure. Deflection meets (A) Continuous lateral bracing equally spaced on member. Or 1x4 L/240 criteria for brittle and flexible wall coverings. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 61 0.00 7.00 TC 62 7.00 23.86 BC 68 0.00 23.86 4X6= 1.5X4111 2.5X4= 3X4(R) III 2 9 (A) W7 6-0 0 0-9-0 � 2-1-10-8 5X7(G1) III 1.5X3111 5X6= 3X4= 1.5X3111 7-0-0 I 16-10-6 I 23-10-6 Over 2 Supports —� R=1098 U=964 W=7.625" R-1098 U-1025 W=3.5" (33322B-MORALES CONST DUVA �O r7j B37) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 ! FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING . �^'�I' Cq j-1c " TC LL 16.0 PSF REF 8235-- 33713 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS P r INSTITUTE, 113 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES 11 .�r . PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED �./ `, TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Ya,^.d, 82 's' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINMRED No T • * &C DL 10.0 P S F D R W HCUSR235 03170196 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILU BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN A C LL 10.0 PSF HC-ENG MCL/MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGN ` �� OF SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20116GA (W,H"/ , ASTM I' (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON yA- TOT.LD. 46.0 PSF SEON 74018 DESIGN, POSITION PER BRAWINGS 16DA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE (jj� •.�- - - — - — ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION •••�• .. .... /.`� DUR.FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN • �..�� `• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Q� `" SPACING 24.0" JREF 1S3Q235_Z15 FL Certificate of Authorization#5 9"s I/TP 11 s E c. z. nr/ (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE B38) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 24.50 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Lt Stubbed Wedge 2x6 SP #2: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 16d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 55 0.00 5.00 #1 hip supports 5-0-0 jacks with no webs. TC 64 5.00 23.86 BC 75 0.00 23.86 Deflection meets L/240 live and L/180 total load. 4X6= 3X7= T2 1.5X4111 2.5X4= 2.5X4(R) III E I- 9 F_ (A) 4 6-0 0-9-0 +2_1'_1- 0 8 1.5X4111 5X4= 3X9- 2.5X4= 1.5X3111 lT 3X8(Gl) III IE 16-10-2 ,I 5-0-0 18-10-6 I 23-10-6 Over 3 Supports =j R-1075 U=974 W=7.625" R=2336 U=2134 W=3.5" R=213 U-186 W-3.5" 1 (33322B-MORALES CONST DUVA ,` IJP B38) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 V FL 4 E Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ••=Q q��.• TC LL 16.0 PSF REF R235 33714 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P E 4VV•� INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 5OR CH FOR SAFETY PRACTICES PRIG T (� C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED NQ•47 1 8 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IM • ct **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REq * C DL 10.0 PSF DRW HCUSR235 03170197 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILU ,iii BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLIN NO Off• 4pzC LL 10.0 PSF HC-ENG MCL/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE G $T r SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16CA (W,HS/K) ASTM 3 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T S ,C. .R,�•P,.•`<cr T0T.LD. 46.0 PSF SEQN 74021 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (Ij SHALL BE P • - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA ••.• ••••t C7 DUR.FAC. 1.25 FROM JWB Alpine Engineered Products, ENS ENGINEER IN6 RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. 7HE SUITABILITY ANO SAITQ/� L� HainesCity,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER t7 y SPACING SEE ABOVE JREF 1S3Q235_Z15 FL Certificate of Authorization#5 $"s I/rP I 1 s E c. z. (333228-MORALES CONST DUVAL 1601 BEACH AVE - C39) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 26.32 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 :W4 2x4 SP #1 Dense: BC DL-3.0 psf. :W6 2x4 SP #2: :W7 2x8 SP #1 Dense: :Lt Stubbed Wedge 2x4 SP #3: (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with Right end vertical exposed to wind pressure. Deflection meets 16d nails @ 6" OC. L/240 criteria for brittle and flexible wall coverings. Deflection meets L/240 live and L/180 total load. Gable end supports 8" max rake overhang. See DWG GBLLFTIN1001 for more requirements. (B) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with 4X4=- 8d X4=8d nails @ 6" OC. 9 1.5X4111 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 2.5X4 TC 74 0.00 14.75 2.5X4�i TC 55 14.75 18.43 BC 86 0.00 18.43 9 1 6 1.5X4111 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE 2.5X4 B) A) W7 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS (B) 9-0-11 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. 0-9-0 BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 20 OLB 3X5(Gl) III + + 2.5X4= + 3X7= + 2X4111 1.5X4111 1.5X4111 13-0-10 I_ 14-9-0 _1_ 3-8-2__] 18-5-2 Over 3 Supports R=556 U=478 W=3.5" Note: All Plates Are W1.5X3 Except As Shown. R-727 U-543 W-7.625" R-412 U-495 W=3.5" (333226-MORALES CONST DUV ,`��MARC39) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 V .• •"•••.� FL /4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING q�•• TC LL 16.0 PSF REF R235 33715 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRI .• �•• STC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT HED w1O.47182 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N • ,,, **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI a14 : y • * C DL 10.0 PSF DRW HCUSR235 03170198 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL 7� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSIALLIN AND C L L 1 0.0 PSF F H C-E N G MCL/MMA ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 I STA OF SPEC, BY AF PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 53 (W, K/HS) GA V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••:^-� `QPi•� TOT.LD. 46.0 PSF SEQN- 74042 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE — -- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA ••••.• •••••�6� DURFAC 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �s w� t Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER rV•I ` SPACING 24.0 JREF 1S30235 Z15 FL Certificate of Authorization# 7N51/TPI 1 SEC. 2. (3332213-MORALES CONST DUVAL -- 1601 BEACH AVE - C40) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 26.32 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL 4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. :Lt Stubbed Wedge 2x4 SP #3: Right end vertical not exposed to wind pressure. (A) Continuous lateral bracing equally spaced on member. Or 1x4 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 8d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 70 0.00 14.75 Deflection meets L/240 live and L/180 total load. TC 55 14.75 18.43 4X4= 9 2.5X4 4X4o� 9 1.5X4�� (A) (A) (A) 1 9-0 11 0-9-0 � +20 8 3X7(G1) ill 2.5X4= 3X7= 2X6111 I, 14-9-0 ,I, 3-8-2 ,I -- 18-5-2 Over 2 Supports R=848 U=553 W-7.625" R=848 U=962 W=3.5" (333228 MORALES CONST DUVA t_ C40) PLT TYP. Wave TPI 95 Design Crit: TPI (STD FLBC 19.6 FL 4 E Scale =.1875" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPINGINSTALLING :••Q q�,•• TC LL 16.0 PSF REF R235 33716 BRACING. REFER TO H76-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TiPI (TRUSS PL (v�j� INSTITUTE, 503 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRIO T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL NAVE PROPERLY AIT ED �••• STC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG[N RED * C DL 10.0 PSF DRW HCUSR235 03170199 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, IN57ALLIN A •• �� BC C LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D GN O� SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GAL'. STEEL. APPLY PLATES TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED ON •••A- y� �� TOT LD. 46.0 PSF SEON- 74048 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (IJ SHALL BE • •••` ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION �• •••- •••••��j� DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND ©ri■'7/,' V Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER SPACING 24.0" JREF 1530235_Z15 FL Certificate of Authorization# /NSI/TP1 1 SEC. 2. (333228-MORALES CONST DUVAL - 1601 BEACH AVE C41) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2: 120 mph wind, 27.07 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL 4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. Left end vertical exposed to wind pressure. Deflection meets (A) Continuous lateral bracing equally spaced on member. Or 1x4 L/240 criteria for brittle and flexible wall coverings. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 12.75 TC 51 12.75 16.14 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE 4X4=— DIFFERENT X4=DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 9 4X4 HANGER-SIMPSON HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. T 2.5X4�i 9 F_ (A) (A) 9 3-5 4X (A) 2-3-0 E31 01 20- 8 1.5X3111 2.5X4= 3X7= 2X6111 12-9-0 ,� 3-4-10_1 E16-1-10 Over 2 Supports R-756 U=428 W=7.625" R=729 U=906 ..0yamm (333226-MORALES CONST DUV (MANAtF' C41) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 ..•••.. FL 4 E Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING i 'IHC •••, TC LL 16.0 PSF REF R235 33717 BRACING. PER TO HOB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T Gvr T//�� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI •/'. `,•• TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HE �•/ STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • No.47182 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • : .k BC DL 10.0 PSF DRW HCUSR235 03170200 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALL! A BC LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IGN $TA SPEC, BY AFdPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20(16CA (W,HS/K) AST 6 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I •••� O /�� TOTAD. 46.0 PSF SEON- 74053 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • .• t O ••� - - -' ANNEX A3 OF iP1 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFE$SIO ••••••••••••�Y DUR.FAC 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A Haines City,FL 3ll.. 3844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER �SI'2�V SPACING 24.0" JREF 1S3Q235_Z15 FL Certificate of Authorization# 7NSI/TPI I SEC. 2. (333226-MORALES CONST DUVAL 1601 BEACH AVE D42) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 26.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Rt Stubbed Wedge 2x4 SP #3: (B) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 16d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 20 0.00 1.69 TC 75 1.69 16.20 BC 108 0.00 16.20 Deflection meets L/240 live and L/180 total load. 2.5X4= 4X4= 2.5X4 9 11 7-9 XB) 1.5X4/// (B) 0 9-0 20 0-8 2.5X4= 3X7(G1) Iii 2X4111 3X7= R=745 U-1067 W=3.5" R=745 U-274 W=7.625" 1 s-a 14-6-2 ,I 16-2-6 Over 2 Supports (33322B-MORALES CONST DUVAL rw� 4 D42) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.63 ..... FL/-/4/-/E/-/- Scale =.1875" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING A . '�ICq T...� TC LL 16.0 PSF REF R235- 33718 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL T INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIO •�r� /� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT TA ED ,! %T C DL 10.0 P S F DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED No. 47182 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILU r,� * IC DL 10.0 P S F D R W HCUSR235 03170201 BUILD THE TRUSSES IN CONFORMANCE WITH T1: OR FA8RICATING, HANDLING, SHIPPING, INSTALLIN ANi� ,�C LL 10.0 PSF HC-ENG MCL/MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D ON ST ^C SPEC, BY AFSPA) AND TP[. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 5 V r j��jw (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON s =•Y7 TOT.LD. 46.0 PSF SEON- 74073 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE {�♦` �I -- - ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS ORA WING INDICATES ACCEPTANCE OF PROFESSION •••�� •f• .� DURFAC 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN .•...•..O Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0" JREF 1S30235_Z15 FLCertificateofAuthori=ion# 7NSI/TPI 1 SEC. 1. aaa��• (333226-MORALES CONST DUVAL -- 1601 BEACH AVE D43) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 25.62 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL 4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Rt Stubbed Wedge 2x4 SP #3: (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 16d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 40 0.00 3.33 TC 73 3.33 16.20 2.5X4(R) III 4X4= BC 115 0.00 16.20 Deflection meets L/240 live and L/180 total load. 2.5X4'- T2 7 9 (B) 10-4-12 (A) I (A) (A) IPI 101 019_02008 2X4111 3X7= 1.5X3111 3X7(Gl) III R=745 U=984 14-3.5" R=745 U-353 W=7.625" I, 3-4-0 ,I, 12-10-6 ,I 16-2-6 Over 2 Supports _1 1100 (333226 MORALES CONST DUV ��p MAI D43) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •�0. /q TC LL 16.0 PSF REF R235 33719 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P VY-`- T/•�•• INSTITUTE. 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR[ �•� �i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED MIO.47182 : QTc DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �, • N f.'. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI REp • * C DL 10.0 PSF DRW HCUSR235 03170202 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL lid BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND OC C LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 IGC•A STA SPEC, BY AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 53 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON / S •�4 TOT.LD. 46.0 PSF SEON 74075 DESIGN, POSITION PER DRAWINGS 160A Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE •••�_` ,O•••• _ EAL ON S DRAWING ES CE F PROFESSI Alpine Engineered Products,Inc. ENGINEERING RESPONSIIBILITY SOLELY FORS THE TTRUSSICOMPONENT DESSIGNTSHOWNCEPTATHE SUITABIL17Y0AND V > 3��, DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F SPACING 24.0" JREF 1530235_Z15 FLCertifcateofAuthorization# 7NSI/TPI 1 SEC. 2. (333228 MORALES CONST DUVAL -- 1601 BEACH AVE D44) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 :T2 2x4 SP #1 Dense: 120 mph wind, 25.48 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Rt Stubbed Wedge 2x4 SP #3: (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 16d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) TC 44 0.00 3.69 2.5X4(R) III 4X4= TC 75 3.69 16.20 BC 117 0.00 16.20 Deflection meets L/240 live and L/180 total load. 2.5X4 T2 9 (B) 10-1-9 1 (A) I (A) (A) 0 9 0 20 0-8 2X4111 3X7= 1.5X3111 3X7(G1) III 3-8-4 12-6-2 ,I 16-2-6 Over 2 Supports _I R=745 U=967 W=3.5" R=745 U=369 W=7.625" ( l� PLT TYP. Wave TPI 95 Design Crit: TPI STD 32FLBC RALES CONST 19D6VA � lfMllV/ 44) FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ITC LL 16.0 PSF REF R235-- 33720 BRACING. REFER TO HIO-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P `/,� INSTITUTE, 583 D'0NOFR10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T ••�� S PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED NQS 47182C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Z **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN * C DL 10.0 P S F D R W HCUSR235 03170203 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU �'1C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN NO OF C LL 10.0 PSF HC-ENG MCL/MMA A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE Gyyn $'j SPEC. BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 3 Pi•� TOTLD 46.0 PSF SEQN 74068 (W, K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T . DESIGN. POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P '--- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL A ��r DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �+ M� HalnesClty,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER V v SPACING 24.0" JREF 1530235_Z15 FL Certificate of Authorization# 7NSI/TPI 1 SEC. 2. (333228-MORALES CONST DUVAL - 1601 BEACH AVE D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 24.73 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL- 4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. :Rt Stubbed Wedge 2x6 SP #2: (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 68 0.00 5.69 TC 75 5.69 16.20 BC 120 0.00 16.20 2.5X4(R) III 4X4= 1.5X4,,// —I 9 (A) 8 7 9 (A) 09-0 2008 2X4111 3 X 7 4X6(Gl) III 5-8-4 ,I, 10-6-2 ,I 16-2-6 Over 2 Supports ,1 R=745 U-881 W-3.5" R=745 U-449 W=7.625" (33322B-MORALES CONST DUVA ¢� D45) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 "`.•••••••. FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING •.4Q .q TC LL 16.0 PSF REF 8235 33721 BRACING. REFER TO HB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BV TPI (TRUSS P E `, �,�••• INSTITUTE, 583 D'ONOFRIO OR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T I`[-` C DL 10.0 PSF DATE 06/19/03 i PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED �Q•47182 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • a **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINRED • * CDL 10.0 PSF DRW HCDSR235 D3I7D2D4 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY Fq[LU BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN NO ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G ST Of .� C LL 10.0 PSF HC ENG MCL/MMA SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W HS ASTM 5 •. V /yA (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 5 •.•�� R`aQ•�•�� TOT LD. 46.0 PSF SEON 74066 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE P ••• - - City, ANNEX A3 OF TPI 1-2002 SEC. OL A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA • � •� ` D U R F A C 1.2 5 FROM R C T Alpine Engineered PrOdi1CIS,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TR U55 COMPONENT DESIGN SHOWN, THE SUS 7ABILITV AND (` (� 7 Haines Cit FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0' JREF 1J31)235_L15 FL Certificate of Authorization#5 7N S I/TP I I SEC. 2. (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE D46) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2: 120 mph wind, 23.98 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W1 2x4 SP #1 Dense: DL-4.0 psf, wind BC DL-3.0 psf. :Rt Stubbed Wedge 2x4 SP #3: (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical exposed to wind pressure. Deflection meets #3 or better "T" brace. 80% length of web member. Attached with L/240 criteria for brittle and flexible wall coverings. 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 16.20 BC 106 0.00 16.20 3X5(R) III 4X4= 1.5X441 9 W1 (A) T2 7-1 9 0 9-0 � 2008 3X7= 1.5X3111 HS210(G1) III 7-8-4 ,I, 8-6-2 ,l 16-2-6 Over 2 Supports ,I R=745 U=716 W=3.5" R-745 U (3332213-MORALES CONST DUVAL - 1601 BEACH AVE D47) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.92 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. :Rt Stubbed Wedge 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 16.20 BC 99 0.00 16.20 4X4=- 2.5X40 X4=2.5X40 1.5X3,1 9 9 1.5X3111 1-1-4 0-9 0 +20 0-8 3X7= 2.5X4= 3X7(G1) III 7-10-6 ,I, 8-4-0 ,I 16-2-6 Over 2 Supports R=745 U=650 W=3.5" R-745 U-648 W=7.625" ,OWN (33322B-MORALES CONST DUVA t� AAk� D47) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 . ..... FL 4 E Scale **WARNING* TRUSSES REOU[RE EXTREME CARE IN FA6RICATION, HANDLING, SHIPPING, INSTALLING �^'� C `*•.�.1► TC LL 16.0 PSF REF R235 33723 BRACING. REFER TO H[B-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS P r T INSTITUTE, 583 D'0N0FRIO DR., SUITE 200, MADISON, W[ 53719), FOR SAFETY PRACTICES OR. i� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HE TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PPOPERLY ATTACHED RIGID CEILING. • Na.A7 1 2 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI FRED • : * gC DL 10.0 PSF DRW HCUSR235 03170206 PRODUCTS, INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL I CAT T 1; G, HANDLING, PIN ALPINE AN BRACIINGU ILD HOFTTRUSSESIN COTHOISHOESIGNANC ICONF0RMSOWITHAAPPLICABLE PR0VVISIONSSOFPNOSG(NATIONAL. INSTALLI IGN • O� B C L L 10.0 P S F HC-ENG MCL/MMA SPEC, BY AFgPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/I6GA (W.HS/K) ASTM 6 ` STA (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I P ••iV TOT.L.D. 46.0 PSF SEON- 74060 DESIGN. POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE L110.• ` '- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO ••••••:O ,.• �� DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A • ••• Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER (��/�jb}i�� FLCertificateofAuthorization#5 7/Ns'/TPI I SEC. 2. �"'�iil1� � SPACING 24.0" JREF 1S30235_Z15 (33322B MORALES CONST DUVAL -- 1601 BEACH AVE D48) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.92 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 16.67 BC 98 0.00 16.67 4X4= 1.5X3 1.5X341 9 F 79 0-9-0 0-9 0 —F +2008 3X7= r 3X7 (G1) III 3X7(G1) III 8-4-0 8-4-0 16-8-0 Over 2 Supports —� R=767 U=668 14-7.625" R=767 U=668 W=7.625" (333228 MORALES CONST DUV -`�BItE�/ D48) PLT TYP. Wave TPI 95 Design Crit. TPI SID FLBC 19.6 V .•• ••: le, FL/-/4/-/E/-/- Scale =.375" Ft. *WARNING* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING �••• TC LL 16.0 PSF REF 8235 33724 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T `. INSTITUTE, 5B3 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI T •• ' �•• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT HED No. w7182 C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. = {r Y **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R * C DL 10.0 PSF DRW HCUSR235 03170207 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU !� • /` BUILD TME TRUSSES IN CONFORMANCE WITH TP1: OR FABRICATING. HANDLING. SHIPPING. INSTALLIN ANDS • ��` �. :• �•�' BC LL 10.0 PSF HC-ENG MCL/MMA ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D A (`!/= SPEC, BV IF PAT AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM 5 .••�►� ©�•� TOTLD 46.0 PSF SEAN- 74057 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S DESIGN. POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWEU 8Y (I) SHALL BE •.•••• •••••••_!/�� --' ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA �/{��/� DURFAC 125 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND {/` � G` . Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V `• SPACING 24.0" JREF 1S30235 Z15 FL Certificate of Authorization#5 jNGI/TPI I SEC. 2. (333226 MORALES CONST DUVAL - 1601 BEACH AVE - D49) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.92 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Lt Stubbed Wedge 2x4 SP #3: :Rt Stubbed Wedge 2x4 SP #3: See DWG GBLLETIN1001 for more requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 75 0.00 16.67 BC 120 0.00 16.67 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND 4X4-- SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 9 9 0 9 0 0 9 0 +20-0-8 3X5(Gl) III 3X5(G1) III r 8-4-0 ,I, 8-4-0 ,I 16-8-0 Over Continuous Support R=92 PLF U=120 PLF W=16-8-0 Note: All Plates Are W1.5X3 Except As Shown. �i (333226 MORALES CONST DUVA D49) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 FL 4 E - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •:�Q� -+•• TC LL 16.D PSF REF R235 33725 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL E `, ,• INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 537191. FOR SAFETY PRACTICES PRIG PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTi •• WT C DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED i * C DL 10.0 PSF DRW HCUSR235 03170208 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU 'fes BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALL AN C LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D GN • �� O�. SPEC, BY AF PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 A (W, K/HS) GAILY. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S �•••^'` 4s �•��41 TOT.LD 46.0 PSF SEAN 74055 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • ` v ` - "-- ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF S SUITABILITY AN �•..••• • DUR.FAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO Haines City,FL- 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#5 '9NSI/TPI 1 SEC. 2. SPACING 24.0" JREF- 1S30235 Z15 (33322B MORALES CONST DUVAL - 1601 BEACH AVE - E50) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 Sp #1 Dense 120 mph wind, 23.35 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x6 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 13.67 BC 120 0.10 13.67 4X4=- 9 X4=9 F— 9 4X4(B2) = 4X4(132) 0-9-0 0-9 0 +20-0-8 1.5X3111 0-5-10 6-10-0 ,I, 6-10-0 ,I 13-8-0 Over 2 Supports R=604 U=522 W=7.625" R=654 U=568 W=3.5" ((333228-MORALES CONST DUVD1� /j�� E50) PLT TYP. Wave TPI 95 Design Crit: TPI S7D FLBC 6.10Az ..• •••:'v FL 4 E - Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING a VW T•• TC LL 16.0 PSF REF 8235 33726 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T �•�� ••• C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT ED No.47182 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a **IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEQ_ * IC DL 10.0 PSF DRW HCUSR235 03170209 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU jj�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIN ND �� O� •� C LL 10.0 PSF HC-ENG MCL/MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G SPEC. BY AFE+PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 3 . ,a�•iTOT.LD. 46.0 PSF SEQN 74037 (W, K/HS) GA V. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T /L_ /1 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ••�\A` DURFAC 1.25 FROM RCT ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA AM••• •.• V Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND u`�� HainesCIty,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V SPACING 24.0' JREE 1S30235_Z15 FL Certificate ofAuthorization#5 7NSI/TPI 1 SEC. 2. (333228 MORALES CONST DUVAL - 1601 BEACH AVE - E50 Alt Bearing) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense 120 mph wind, 23.35 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x6 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 13.67 BC 120 0.10 13.57 4X4= 9 F 9 4X4(B2) = 4X4(B2) A- 0-9-0 0-9-0 0 9 0 -)F- x }2008 1.5X3111 rr I, 6-10-0 ,I, 6-10-0 ,I 13-8-0 Over 2 Supports R-629 U-543 W-7.625" R-629 U=543 W=3.5" (33322B-MORALES CONST DUV01*�L'� E50 Alt Bear in )) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 "•••"� FL 4 E Scale =.375" Ft. —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D �•.� TC LL 16.0 PSF REF 8235 33727 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P T INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI •\.7 ' '3TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED �t i STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L. No.47182 —IMPORTANT*" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R : • C DL 10.0 PSF DRW HCUSR235 03170210 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN; ANY FAIL L� (� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND �•.. BC LL 10.0 PSF HC-ENG MCL MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D I ` STA =• / SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (NATIONAL ASTM 5 ( (� (W, K/HS) GALI. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON '•��( O{:• TOT.LD. 46.0 PSF SEON 74040 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INEAL ON SPECTION OF PLATES FOLLOWED BY (I) SHALL BE ` — ------ AlpineEngineeredProducts,Inc. ENGINEERING RESPONSIANNEX A3 OF T 1 OBILITY SOLELY FOR THE TRUSS ICOMPONENT DESIGN ING TSHOWNES CEPTATHE SUITABILITYNCE OF NO ••}•]•`�•�••••��` DUR.FAC. 1.25 FROM RCT Haines City,FL 33844 1 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate o£Authorization# IJNS]/TPI 1 SEC. 2. "111.•}}} SPACING 24.0" JREF- 1S30235_Z15 (333228 MORALES CONST DUVAL - 1601 BEACH AVE E51) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense 120 mph wind, 23.35 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x6 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: Calculated horizontal deflection is 0.22" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.17" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 50 0.00 13.67 BC 95 0.00 13.67 Shim all supports to solid bearing. 4X4=- 9 X4=9 9 4X8(R) III 4X7(G1) 7 4X7(G1) 7 � 0-9-0 0-9-0 -)F- +20-0-8 �E 6-10-0 ,IE 6-10-0 13-8-0 Over 2 Supports R-629 U=541 14-7.625" R=629 U=541 W=7.625" (33322B-MORALES CONST DAV -S*ko6i"00"�CA'wE51) PLT TYP. Wave TPI 95 Desi n Crit: TPI STD FLBC 6.1 .••" •`••. FL/-/4/-/E/-/- Scale =.375" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLIN •�L ��••• TC LL 16.0 PSF REF R235 33728 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS A `I INSTITUTE. 583 D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PR PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE NDICATED. TOP CHORD SHALL HAVE PROPERLY AT CHED No.471$2 TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. II **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENG] BC DL 10.0 PSF DRW HCUSR235 D3I702II PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANV DEVIATION FROM THIS DESIGN; ANY FAIL E • 7� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI AND S11"� �•. :• BC LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL I 1 SPEC, BY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W.HS/K) ASTM L (W. K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS HE LOCATED ON i ••• O�•�`/ TOT.LD. 46.0 PSF SEAN 74034 DESIGN, POSI T 10 PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • /•` -- ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION �/{��w••••• ••.•• Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN y 1� ■.Ali DURFAC 1.25 FROM JWB G� Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER VVV ,• SPACING 24.0 JREF 1S3Q235_Z15 FL Certificate of Authorization# 7NSI/TPI 1 SEC. 2. (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE - E52) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.35 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x6 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL=3.0 psf. :Lt Stubbed Wedge 2x4 SP #3::Rt Stubbed Wedge 2x4 SP #3: See DWG GBLLETIN1001 for more requirements. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/240 live and L/180 total load. TC 55 0.00 13.67 BC 95 0.00 13.67 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. 4X4= 9 9 + 6X (R) III + 3X7(G1) 7 3X7(Gl) + � Balloon frame � + 0 9 0 1.5X3111 1.5X3111 0-9-0 7— X 20-0 8 �E 6-10-0 ,�E 6-10-0 13-8-0 Over Continuous Support R=92 PLF U=79 PLF W-13-8-0 Note: All Plates Are W2.5X4 Except As Shown. (333226-MORALES CONST DUV ``�l�f#(1�/�j�J, E52) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 6.10 �7 .•••""'•••;'o FL 4 E Scale =.375" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING P T•.•• TC LL 16.0 PSF REF R235 33729 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P r `r/-�- INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIG T •,�/� C DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATT EO Na. w O�l STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L., Y v 2 %: � 0 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REQ * C DL 10.0 PSF DRW HCUSR235 03170212 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU {� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING. INSTALL IN NO �� OF : Q� C LL 10.0 PSF EIC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G JY/1�I�j SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/1EGA (W,HS/K) ASTM 3 i••�� R`QP,.,� TOT.LD 46.0 PSF SEAN- 74032 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON T /�_ DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P ' • - ANNEX A3 OF TPI I-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA /�•••• ••• • DUR.FAC. 1.25 FROM JWB Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND SS � Haines City,FL33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V SPACING 24.x" JREF 1S30235 Z15 FL Certificate of Authorization#5 7]NSI/TPI I SEC. 2. (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE - G53) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 26.02 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind Webs 2x4 SP #3 BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 14.46 H = RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND CALCULATIONS. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO MANUFACTURER PUBLICATION FOR ADDITIONAL INFORMATION. 4X4=— HANGER-SIMPSON HUS26 OR EQUIVALENT FILL ALL NAIL HOLES. 2.5X40 2.5X4o� 9 9 1.5X3111 1.5X3111 T T 1-5-3 1-5-3 +ZL0-8 4X6(R) 111 3X7= 4 X 6(R) III r 7-2-12 ,i, 7-2-12 ,I 14-5-8 Over 2 Supports R=665 U=591 R-665 U-591 ( ��M" PLT TYP. Wave TPI 95 Design Crit: TPI STD 32FLBC RALES CONST 6.10 � A�!�'PAaIT G53) FL/-/4/-/E/-/- Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING �••�� TC LL 16.0 PSF REF R235 33730 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BV TPI (TRUSS P INSTITUTE, 583 D'ONOFRIO OR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRI , .�v� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED w'O- / 7102 HTC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N Y v : _' **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI R * C DL 10.0 PSF DRW HCUSR235 03170213 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND O� G LL 10.0 PSF HC-ENG MCL MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D �'O STA / SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S `O�i TOT.LD. 46.0 PSF SEON 74024 DESIGN, POSITION PER DRAWINGS I60A-Z. AN INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ` 1 ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESS IINA /�� D U R F A C 1.25 F ROM J W B Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND (�+/��`' G Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER V (R, f8'��-v SPACING 24.D" JREF 1530235_Z15 FL Certificate ofAuthorization# 7NSI/TPI 1 SEC. 2. (3332213-MORALES CONST DUAL - 1601 BEACH AVE EJ54) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 24.50 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC :Lt Stubbed Wedge 2x4 SP #3: DL-4.0 psf, wind BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 5.00 BC 60 0.00 5.00 26-0-2 R=125 U=180 9 4-6-0 0-9-0 _)F +21 10-8 R=105 U-180 HS210(Gl) III IE 5-0-12 ,I �_5-0-0 Over 3 Supports R-230 U=180 W-5.5" p (333228 MORALES CONST DUV .` Rif EJ54) PLT TYP. 20 Gau e HS TPI 95 Design Crit: TPI STD FLBC 19.6 V FL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING �••• TC LL 16.Q PSF REF R235 33731 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRI ••�� '• STC DL 1Q.Q PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED .47 1$2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N w1O � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RE(1 • C DL 10.0 PSF DRW HCUSR235 03I702I4 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL }rte o- BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLIN ANO STA O` i C LL 10.0 PSF HC-ENG MCL/MMA AL P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20)16GA (W.HS/K) ASTM 5 _ S S (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S •••:^t �1s•i TOTLD 46.0 PF JEAN 74077 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL BE ` 1/• /1� ANNEX A3 OF TPI i-2002 SEC. 3. A SEAL ON THIS DRAWING INO(CATES ACCEPTANCE OF PROFESSIONA /♦♦••••• ••••••�6` DURFAC 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND aV\ G �/ H a in e s CityFL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ` SPACING 24.0" URFF 1S3Q235_Z15 FL CertificateorAuthorization45 $NSI/TPI I sec. z. (333228-MORALES CONST DUVAL -- 1601 BEACH AVE - HJ55 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.82 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind :Lt Stubbed Wedge 2x4 SP #3: BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 5-0-0 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -2.36 7.07 Deflection meets L/240 live and L/180 total load. BC 75 0.00 7.07 ah 26 R-1 R=185 U=180 6.36 4-5-10 0810 21-10-8 R=151 U=180 4X5(G1) III �2-3-9 7-1-10LiE 7-0-14 Over 3 Supports R=324 U-180 W=10.783" awti (33322B-MORALES CONST DUVA t OMAgp' HJ55 D45) PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 L`' ..... FAL 4 E Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING ' tC� ••1 TC LL 16.0 PSF REF R235-- 33732 BRACING. REFER TO HI8-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P ry INSTITUTE. 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRI ` : TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HE V STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. Na.47182 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI=ERE ED • : * SBC DL 10.0 PSF DRW HCUSR235 03170215 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLI • 7� : BC LL 10.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL ON L SPEC. 6V AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 6 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON I P•�•4, TOT AD. 46.0 PSF SEON- 74079 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • RAV•.ANNEX A3 OFTPI 1-2002 SEC. 3. ASEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIO ` DURJAC. 1.25 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ••HainesCityFL33844 USEOF THIS COMPONENT FOR ANY BUILDING [S THE RESPONSIBILITY OF TME BUILDING DESIGNER, PERSPACING SEE ABOVE JREF 1S30235_Z15 FLCertificateofAuthorization# $NSI/TPII sec. z. Yom+ (33322B MORALES CONST DUVAL 1601 BEACH AVE CJ56 1R 1L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.76 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL-4.0 psf, wind :Lt Stubbed Wedge 2x4 SP #3: BC DL-3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L1240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 46 0.00 3.04 BC 36 0.00 3.04 24 g F- 8-7 R=76 U=180 3-0-5 0-9-0 21-10-8 R=64 U-180 3X5(G1) III 13-1-3—� 3-0-7 Over 3 Supports R=140 U=180 W=5.5" (33322B-MORALES CONST D U V - 9 � PLT TYP. Wave TPI 95 Design Crit: TPI STD FLBC 19.6 C-156IR 1L4 E Scale =.375" Ft. *WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •• _ ��•• TC LL 16.0 PSF REF R235 33733 *BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED By TPI (TRUSS P T �j INSTITUTE. HES D UNOFRIOCTION DR., SUITE 200, MADISON, WI 53719), FOR SAFETYPRACTICES PRI T NO.471$2 1ATC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT HED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RE PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILU C DL 10.0 PSF DRW HCUSR235 03170216 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D STA OF _•� BC LL 10.0 PSF HC-ENG MCL/MMA SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON s TOT LD. 46.0 PSF_ SEAN 74081 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ••�� ,0.� ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA •••�• .....ANNEX OUR FAC. 1.25 FROM R C T Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Halnes City,EL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#5 INS]/TPI I SEC. 2. SPACING 24.0" JREF 1S3Q235_Z15 (33322B-MORALES CONST DUVAL -- 1601 BEACH AVE - CJ57 1R 1L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 120 mph wind, 23.01 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind :Lt Stubbed Wedge 2x4 SP #3: BC DL=3.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) TC 16 0.00 1.04 BC 12 0.00 1.04 R=26 U-180 9 }23-0-7 T T61 0-9-0 5 � 21-10-8 3X5(G1) III R=21 U-180 1-0-7 Over 3 Supports R-48 U=180 W=5.5" (33322B-MORALES CONST DUVA ,` �y CJ57 1R 1L) PLT TYP. Wave TPI 95 Design Crit: TPI (STD FLBC 19.6 v •••• ••., FL 4 E - Scale =.375" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING .•:Q IQ�•• TC LL 16.0 PSF REF R235- 33734 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS P E (V�`_ INSTITUTE. 583 O'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETV PRACTICES PRIG T =•� �•• WC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED No•�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN R • * C DL 10.0 PSF DRW HCUSR235 D3I7D217 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN: ANY FAH LU LJ ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLIN ND C LL 10.0 PSF HC-ENG MCL MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G ST SPEC. BV TRU) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W-HS/K) ASTM 5 •• Vw = (` (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 5 /�-// �• TOT .LD 46.0 PSF JEAN 74083 DESIGN, POSITION PER DRAWINGS 16EA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE P • •.�4 ,�•� ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA ••........••��` D U R J A C. 1.25 FROM R C T Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND �� Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FLCertificateofAuthorization#5 INSI/TPI I SEC. 2. SPACING 24.0" JR-EF- 1S3Q235_Z15 2X6 `T' 6 A i3l-E DETAIL_ ._._... SI7F OVERLAP-_ MEMBER REINFORCING � .I � GABLE VERTICAL PLATE SIZES MEMBER VERTICAL LENGTH PLATE IF PLATES REINFOR ABOUT �� FOR LET—IN VERTICAI,S BETWEEN cAgRDS ER LESS THAN 4' 0 1X4 OR 2X3 2X8 GREATER THAN 4 0'. BUT 2X4 2X8 TOENAIL 'TOENAIL LESS 'THAN 11 6 GREATER THAN II'__6" 2.5X4 2.5X8 I+')REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, - � SPLICE, WEB AND HEEL PLATE,.. IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM O E 0. N MEMBERS, i SINGLE PLATE TO SPAN THE WEB- N T FR C 1 T R } RC1 MULTIPLY R'T' 'TOR HY LENGTHI (BARED 10NGABLE i \ �� VERTICAL SPECIES GRADE AND SPACING) FOR (1) EXAMPLE: 2k4 2X4 'L' BRACE GROUP A, OBTAINED FROM THE GABLE �� + APPROPRIATE ALPINE GABLE DE'T'AIL FOR ASCE OR VERTICAL LENG 2X4 2NB� SBCCI WIND LOAD. �~ 1 - �� TYP. - - - - - MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL TTS LENGTH IS 14' FROM 'TOP TO BOTTOM CHORD. V WEB LENGTH INCREASE Wi "T" BRACE i WIND SPEED T' REINF. SBCCI ASCE AND M_RH MBR. SIZE L ITO MPH 2x4 10 10 / 4 5 FT _ 2x6 40 50 i 11 110 MPH 2x4 _ 10 _ 10 T _ 30 FT _ 2x6 50 % 50 �- 100 MPH 2x4 _ 10 10_ a �;1 1.5 F'I 2x6 30 s 50 ) 100 MPH 2x4 10 10 30 PT 2x640 b 40 90 MPH 2x4 20 I'-{--� + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. l� r _...' 15 FT 2x6 20 0 _40 " -- A'T'TACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 _ 10 � _ LO o __ _ RIGID SHEATHING HAND DRIVEN NAILS. 30 FT _ 2x6__ 30 _ 50 4 TOENAILS lOd COMMON TOENAILS A'1' 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 20 0 -- AND BOTTOM CHORD- 15 FT_ 2x6 ' 10_`0 30 e „T.. GUN DRIVEN NAILS - 0.131 X 3": 60 MPH 2x4 20 0 LO o REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2,6 20 40 0 MEMBER 70 MPH 2x4 0_°6 _20 `o THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE - - - -- OR SHCCI WIND LOAD. 15 FT 2x6 0 a 20 0 ASCE 7-93 GABLE DETAIL DRAWINGS 10 MPH 2x4_ 10 _ 20 GABLE, TOENAILSFT 2x6 10 a 30 TRUS30S` SPACED AT A11015EN0699. A10015EN0699, A09015EN0699, A08015EN0699, A07015EN0699 -- - -- 7 4" O.C. A11030FN0699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-96 GABLE DETAIL DRAWINGS ASCE WIND SPEED - 100 MPH A13015ECO901, A12015ECO901, AI1015ECO901, A10015ECO901, A085t5ECO901 MEAN ROOF HEIGHT - 30 FT A13030EC0901, A12030ECO901, A11030EC0901, A10030ECO901, A08530EC0901 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE - 2X4 S11015EN0699, S10015EN0699, S09015EN0699, S08015EN0699, SO7015ENO699 "T BRACE INCREASE (FROM ABOVE) = 10% - 1.10 Sit030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, SO7030EN0699 (1) 2X4 "L BRACE LENGTH - 6' MAXIMUM 'T" REINFORCED GABLE VERTICAL LENGTH k 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI I_ 110 x 6 7 - 7 3"CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. Q, Lel° LACES DRAWINGS GAB98117 876,719 & HC26294035 r . wAFHjNF, r TPU FES FEaIIPE F:ITPEME TAPE IN FAPBICATINF. HANDLINi ,01PPIHL,, INSTALLING - AND RPArING, EEFEP TO H1B °I HAMDLIHF IIJTALLDI3 AHD £PAI I11 FIBLI-HED B TPI (TPUSS C'•• REF LET IN VERT qELATE IN T[TI)TE, 583 D❑NOFRIO ➢P., SUITE 200 MADISON, �/I SS L FDP ":AFETY PRAT TIFE T•�� i / FP.]UP 1 FERFORMIN THESE FUDC110N IIMLE ❑THEE I E It1DIr TED 10I PHOPD .HALL H41E DATE 02;18 03 FROFEPLY ATTACHED -�TFJ TUBAL PANEL_ AND BOTTOM CHOPP -HAIL HAVE A PPOFEPLY ATTAFHED • - -�- ----- - FIFID FEILING- 0.471$2 : ��, DRWG GBLLE,11N0203 --IMPOPTANT-- FURNISH COPY OF THIS DESIGN T❑ INCTALLATION LONTPACTOF. ALPINE ENGINEEPED — PRODUCTS, INC., SHALL HOT BE PFSPON ISLE FOR ANY EEVTATION FROM THIS DEI,1I1 ANY FAILURE �r ALPINE TO BIJ1 D THE TPIISS IH CDNFOPMANCE :S1H TPIi OR FAFPICATING, HANDLING, SH[FPING, INSTALLING ^ —ENG DLJ/LAR & BF:AC1No ❑F IPn E_. DE UN LUNFOPMS WITH AFPLICAELE PPOVISI❑IJ OF ND" NATIONAL �� .�� DE SGN FEr EP AF�HA AI7I LPI AI FTHE OHNFF THP PI AIE PPE .nAI ❑ 20,IF if rA �. H" 4 A T i H A 1 I,enDE a I D> G',F, �TFFL FFLr FIA 1❑ EAI H F �E �r J A,Rp, TOT LD. G0 P,_1 NiTE,S ❑IHEB'•,JI`E O C TED EII THIS LF SI3I1 FOSITIOD FEE DF PI: Z rNr II PECTICN OF • ��i -_ - - ALPINE ENGINEERED PRODUCTS,INC LATE` FBL1.11WED F III ,HALL PE FTF ANIHEx A, ❑F TPI 1 IuK SFc. A -.EAL ON 'His �••C 0•• POMPANO BEACH,FLORIDA LPAdIHb INDI'ATE ACCEFIP E OF F:POFES'IONAL EHI,fHFEPIN, PE`FO! IBILIT'r ,OLELY FOP TNF ••�•'� UR FAC. ANY TPJ�S COMF❑NENT IF I,N SH❑ N THE IITAPTLITY ARD II-E ❑F TI+I; MF❑HENT FOF AN, ■`� VV PLD DDli 1S THE PF_P❑Id`IP�71_ITS OF THS HIJILDIN� IE 7GUEF FCF A�;'�._.,1 L SEC 2. v �� NIA SPACING 2-1 0.. V SUPPORT REPORT JOB DESCRIPTION: 33322B WIND CODE : ASCE 7-98 WIND MPH: 120 BLDG TYPE : PARTIALLY OPEN TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT. MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT. -# 1331 24 . 333 7 . 625 WALL 0 . 000 21 . 875 746 -603 231 24 . 333 104 . 375 WALL 15 . 635 21 . 875 1492 -1419 ---- ----- ------------------------- --- - ------------- - --------------------- ------ 1332 24 . 333 7 . 625 WALL 0 . 000 21 . 875 1119 -1011 B32 24 . 333 7 . 625 WALL 23 . 698 21 . 875 1119 -1011 ----------------------------- ---- ------ --- ----- ------------ ---------------- ----- 1333 23 . 427 7 . 625 WALL 0 . 000 21 . 875 1078 -971 B33 23 . 427 3 . 000 Special 23 . 177 21 . 875 1078 -975 -------------------- ------------- ---------------------------------------------- 1334 23 . 865 7 . 625 WALL 0 . 000 21 . 875 1098 -991 1334 23 . 865 3 . 500 WALL 23 . 573 21 . 875 1098 -992 ----------------------------- --------- ----------------------------------------- B35 23 . 865 7 . 625 WALL 0 . 000 21 . 875 1098 -990 335 23 . 865 3 . 500 WALL 23 . 573 21 . 875 1098 -992 -------------------------------- ----------------------------------------- ------ 236 23 . 865 7 . 625 WALL 0 . 000 21 . 875 1098 -987 336 23 . 865 3 . 500 WALL 23 . 573 21 . 875 1098 -989 -------------------------------- ----- - ----------------------------------- ------ 937 23 . 865 7 . 625 WALL 0 . 000 21 . 875 1098 -964 337 23 . 865 3 . 500 WALL 23 . 573 21 . 875 1098 -1025 - ------------------------- ------------ --------------------------- -------- ------ 338 23 . 865 7 . 625 WALL 0 . 000 21 . 875 1075 -974 338 23 . 865 3 . 500 WALL 16 . 698 21 . 875 2336 -2134 938 23 . 865 3 . 500 WALL 23 . 573 21 . 875 213 -186 - -------------------------- --- -- ----------------------------------------- - ----- L'39 18 . 427 7 . 625 WALL 0 . 000 20 . 042 -423 -543 239 18 . 427 3 . 500 WALL 12 . 906 20 . 042 -321 -495 239 18 . 427 3 . 500 WALL 18 . 135 20 . 042 -272 -478 ---- ---------------------- ----------------------------------------------------- -_40 18 . 427 7 . 625 WALL 0 . 000 20 . 042 848 -553 _-40 18 . 427 3 . 500 WALL 18 . 135 20 . 042 848 -962 - ---------------------------------------- -------------------------------- ------ C41 16 . 135 7 . 625 WALL 0 . 000 20 . 042 756 -428 '41 16 . 135 3 . 000 Special 15 . 885 20 . 042 729 -906 - -------------- ---------------------------------------------------------------- '042 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -1067 D42 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -274 -- -- ------- - --- - ------ --- - -- ----- -------------------- ---- ----------------- ------ D43 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -984 043 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -353 ------------ ---- -------- ------------------------------------------------- ----- _)44 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -967 '344 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -369 - - - -------- ------ ------ ---------------- ---------- ------- ----------------- ------ -)_5 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -881 -' 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -449 -- -- - - ------ - -- - ------- -- -------- ------------------------ ----- --- ---------- ----- 4:__ 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -716 o 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -608 ---------- -- - - - - ---- ------ - ---- ------ ----- ----- - -- --- -- - -- - -- -- - - --- ---- - ----- _�4`7 16 . 198 3 . 500 WALL 0 . 000 20 . 042 745 -650 047 16 . 198 7 . 625 WALL 15 . 563 20 . 042 745 -648 - ---------- -- --- --- - ---- -- -- - --- ----- -- --- ---- -- -------- - - ---- ----- ----- - - ----- X4816 . 667 7 . 625 WALL 0 . 000 20 . 042 767 -668 D48 16 . 667 7 . 625 WALL 16 . 031 20 . 042 767 -668 r D49 16 . 667 200 . 000 WALL 0 . 000 20 . 042 1533 -1336 ------- -- - --- - - - - ----- - ------ - --- -- -- - -- - ---- - --- -- - - -- -- - - - - - -- -- -- -- --- - - - - - - E50 13 . 667 7 . 625 WALL 0 . 000 20 . 042 604 -522 E50 13 . 667 3 . 500 WALL 12 . 906 20 . 042 654 -568 --------- --------------- ----- - - ----------------- -- -- -- --- - - -- --- -- --- - -- - --- --- E50 Alt 13 . 667 7 . 625 WALL 0 . 000 20 . 042 629 -543 E50 Alt 13 . 667 3 . 500 WALL 13 . 375 20 . 042 629 -543 ---- ---------- ---------------- - ---------------- ----- -- --- - ----------- ---------- E51 13 . 667 7 . 625 WALL 0 . 000 20 . 042 629 -541 E51 13 . 667 7 . 625 WALL 13 . 031 20 . 042 629 -541 ---- --------------- ----------- --------------------- ----- ---- ------------------ - E52 13 . 667 164 . 000 WALL 0 . 000 20 . 042 1257 -1082 ------------------------------ ------- ------------- - -------- - - -- ------ ----- ----- G53 14 .458 3 . 000 Special 0 . 000 21 . 875 665 -591 G53 14 .458 3 . 000 Special 14 .208 21 . 875 665 -591 -------------------------------- ------------------- ------------------- --------- EJ54 5 . 000 5 . 500 WALL 0 . 000 21 . 875 -38 -180 EJ54 5 . 000 1 . 500 NAILED 5 . 000 21 . 875 -323 -180 EJ54 5 . 000 1 . 500 NAILED 5 . 000 26 . 010 -23 -331 ------------------------------------------------------ --------------- ---------- HJ55 D45 7 . 071 10 . 783 WALL 0 . 000 21 . 875 324 -382 HJ55 D45 7 . 071 1 . 500 NAILED 7 . 071 21 . 875 151 -180 HJ55 D45 7 . 071 1 . 500 NAILED 7 . 071 26 . 012 185 -300 -------------- ------------------------------------- ---------------------- ------ CJ56 1R 3 . 037 5 . 500 WALL 0 . 000 21 . 875 -25 -180 CJ56 1R 3 . 037 1 . 500 NAILED 3 . 037 21 . 875 -221 -180 CJ56 1R 3 . 037 1 . 500 NAILED 3 . 037 24 . 538 -6 -208 -------------- ------------------------------------- ------- ---- ----------- ------ CJ57 1R 1 . 037 5 . 500 WALL 0 . 000 21 . 875 -12 -180 CJ57 1R 1 . 037 1 . 500 NAILED 1 . 037 21 . 875 -87 -180 CJ57 1R 1 . 037 1 . 500 NAILED 1 . 037 23 . 038 18 18 -180 ---------------- ------ -------- -------------------------- ---- ------------------- FACE MOUNT pp p HANGERS• �� 3b :� pplpp�rp -- —1 — Typical HUS26 with ippippi; m Min- dimensions Fasteners Ga' 33e Reduced Heel Height 1:p;p Ip;p:Ip! No. Height w HBCa in Carried Mber p �o Member ( i (Truss Designer to provide SINGLE zx s1zEs fastener quantity for LUS24 2% 194_ v a d`. 18 0 3 A 1., 4-10d 2-1 od connecting multiple k �• � � r�°�� ` LUS26 4),4 45/, Y; a 1 Od 4 10d members together) � # 4 HUS26 4J1e 16 1sa -5siA 3 14-16d 6-16d HGUS26 4Ys 12 154 58 i 5 20-16d 8-16d C - HGUS28 5 12 1 7�:� j 5 X36-16d 12-16d 1 Min. Fasteners Doug FIr,Larciv50 Pitte E'. Spruce-Pine-Fir Model ' Altowable'loads Atiowable toads LUS28 4';F 18 , 1- 6 g 1 4 I 6 1 Od 4 1Od ; No Heel 'Car in Carried U !pft Ftoor Snow Roof U lift Floor Floor,Snow Roof P•1s Height ►Y 9 P c> F L -1rsr� ' Member Member P " .... 1733] (1011) {)15j (1Z5) 1133) 1100) (115) (125)' HUS28 fiYz 16 16ig 7 I 3 22-16d $-16d 3Yz 6-16d 4 16d 1135 1265 1455, 1580 925 1050 1210 1315 LUS210 4Y, 18 1 . 71x1& 1 ; 8-1Od 4-10d .HUS26 31,'2 10-16d 4-16d 1135 1800.2070 2245 925 1510 1735 1890 HU5210 834 16 1sA 9 3 30-16d 10-16d 4`5 14-16d 6-16d 1550 2565;2950� 3205 1 1465 2211 110 2490 2540 Model Avg Doug Fit Larch Ailowabit Loads Southern Pine Allowable Loads Sprue¢Pme Fir Allowabia Loads_ _-.-W _ No. Uttt p 1 p.f�1 Floa( Snow Roof Uplift Uplift Floor Snow ; Roof U lifts U Iift1 Floor Snow Uhit ,U h ' • ' P P {Roof L(125) 1133) (160) (too) ' '1115) j (125). Ru., _ SINGLE 2x SIZES LUS24 3850 465 490 640 735 800 490 490 660 795 865 390 465 540 625 675 LUS26 5167 930 11115 830 955 1040 1010 1165 900 1035 1125 780 935 700 805 878 4'38.87.122 it, n is 1' C ? ) v 10 1 t ---- HUS26 ! 10000 155Q 15 255 2U5z f}5 1550 160 1550 2785 32 3325 14651 1550 2210 2490 2540. 4,38,122 HG 7 23HGUS28 2488D 322tp 3220 59906185: iS. 3220 3220 5265 4900 5330 1995 1995 :341D 3820 4070 _ 53' 93(f 2325 2325 4 60 i 55 1320 1010 1165 1140 5310 6426 780 935 8905 /4105 4110 187 LUS28 6066 930 1115 1055 1210 S 115 4,38,87,122 �r 1s, 160 HUS78 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 1 2000 2580 2680 2745_ 4138 127 389 —1590-1---1725 780 935 1985 1245 1355 4,38,8/ 122 7750 �1165 , HUS210', BB 3 2844 30C?4 3 5 392G.., gp2{xa 3000 3000 3585 '3745 3$50 232D' 2780 2745 : 2$TO 2955 122 Model Min. Dimensions Fasteners Doug Frr Larch/Southern Pme Spruce-Pine-Fir Heel Ga Avg AljowaWe Loads Allowable Loads is No. Hei ht Carr in Carried UIY i 1 g w H g Y fl Uplift UphR Floor Snaw- Ra6G Upliftr,�Lplift' Floor Snow ' Roo( #, L Member Member (133j 1169) s(10p} {J15); (125) (133) (160) (100) (115) �,(125) DOUBLE 2x SIZES LUS24-2 2•... 18 3). 3 A 2�-3-16d 2-16d 5303_ 565 565 765 880 960 465 555 640 735 8007 _r 6 LUS26-2 41:. t8 3y 4'fA 2 4-16d 416d 6076 1140 1165r 1000 115Q 1250 925 1115 820 945;' 10251,36 84 122' HHIJS26-2 4% 14 31. 5," 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2499E 2710) 4,38 6-2 41 HtHUS28-2 6; 14 3; fi U 3 !2P 16d 8-16d 16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 a �.: 3 15! , 4, eJ at s t 1315 1,36 8M1 122 19850 2000 2000 3885 a465y4855� 1860 2000 3275 3765 4095 4 38 HGUS28 L 5 z 12 3b,. 7' 4�36-16d 12-16d — — — --- LUS210-2 6 . 18 3Y. 9 2 $.161! 6.-16d 10907 1550 "1550 1765 2030' 221D1311- 1390 155D 1465 1680,,18301,36,841122 HHUS210-2 85� 14 33(. 8 a 3 30-16d 10 16d 22167! 2855 3430 5190 4900 58002330 2795 4385 4795 iH 4875 4.38 HGt)5210-2 71 12 3�t. 94s" 4 46-16d 16 16d 1 .`.,, �t€ w ' _� .- .. ariJ , r >H5E a c,, ,t i*0-� 3,41 TRIPLE 2x SIZES - IGUS26-3 4,z 12 4154. 4•, q 2 :i �0-16d 8-16d 2 HGl1S'8-3 53 12 4 i,. 7;. 4 36 16d 12 16d y :,. ... 160 HHUS?10-3 8� 14 4 c 9A 3 30-16d 10-16d 22167 2855 3430 5190 5909' 59Q0 2330 274 a r HGUS210-3 7 12 4 5e 9 i }'A 95 4385' 5040 5480 i 170 QUADRUPLE 2x SIZES 170t!,910I > O r r;ei 160 HHUS210-4 II, 14 63. 8 y 3 30-16d 10 16d 22167 2855 3430 5190 5970 16490 2450 2940 4475 5145 5595 170 h21 160- 4x SIZES LUS46 4 A I 18 34;fi 4 2 4-1629 4-16d 6076 1140 1165 1900 1;150 1250' '925 1'115 820' 945 102511.3Fi,ti4,122 HGUSM16 47, 12 3� 5 e 3 �14-16d 6-16d 1468711550 11' 1 �� 1 �§c1 � '� HHU546 45'. 14 3 i 3.11 a 550 2580 2965 122$, 1395 1550 2165" 2490 2710'1 4,38 Ll1S4B 43u 8 35ti,• 6 2 6-16d 4-16d 7750 1130 1165 1265 1455 1585 925 1115 1050 1210. 1315 tit'S4fl 6%. 14 3. 7 2 6-16d 6-16d 11190 1550 1550 1505 1730 1885, 1315 1550 1240 14251 155011,36,84 122 11HUS48 02 14 3� 7 3 22-16d 8-16d '9850. 2000 2000 3885 4465 4855 1860 000 3275 3765 4095 4,;t8 IiGUS48 5 12 3,g 75., 4 36-16d 12-1Fid .. - ,-: ---- ,1 -- LUS410 6�y 18 3?,A BY, 2 18-16d 6-16d 10906' 1550 1550,' 1'765,, 2030� 2210, 1390 1550 1.465- 1680 1830 1,36,64.122 HHt15410 83„ 14 3 9 3 30-16d 10-16d 22167 2855:'3'430 5190 5900'1 59001 2330 2795 4385 X040 5480 4,38 HGLI5410 7�,,, 12 3g„ 9 4 1 46-16d 16-16d - { 't FiGUS412 9", 12 3`/A 11().4. 56-16d :. HGUS414 11<; 12 3% 12111,E 4 66-16d 22-16d „p ,r n ,; U?liit mads have been increased 33%and 60%for earthquake or'niind loading with no further increase allowed.Divide,by 1 33 and 1 60 for normal loading as in candlever construction, 103 r TATS DRAWING SPECIFIES REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEDS. THIS DESIGN 13 VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #3, STUD, OR S'T'ANDARD CRACKED OR BROKEN WEDS. NO MORE THAN 1 CRACK OR BREAK PER WED AND 2 CRACKED OR BROKEN WEBS PER 'TRUSS ARE ALLOWED, CRACKED 01� 1-1R)0 �1:t,f WI1I1-1 CONTACT THE 'TRUSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT COMPLY WITH THIS DETAIL. REIDAf R DL,T AII-T (13) = DAMAGED AREA, 0" MIN TO 12" MAX LENGTH OF CRACK OR BREAK 114 WEB. (,S) _ (2) 2X4 SCADS, SAME GRADE, SPECIES AS WEB MEMBER. MININfUM LENGTH OF, SCATS MUST BE THE GREATER OF: — 7 1,_ 00" + LENGTH OF DAMAGED AREA (B), milIIMUM OF 34" I ON DOTH SIDES OF THE DAMAGED AREA. ------ — OR 2, 80% OF THE ORIGINAL WEB LENGTH. ATI'ACII ONE SCAB TO EACH FACE OF TLIE WEB WITH A DOUBLE ROW OF 10d COMMON NAILS SPACED 4" OC S'T'AGGERED. REFER TO NAIL SPACING DETAIL TOR ADDITIONAL NAIL SPACING 34" MIN INFORMATION. NO`T'E: FIELD REPAIRS MUST COMPLY WITH ALPINE DESIGIIS AND D s SPECIFICATIONS. Iod COMMON (0.148" x 3") NAILS: 34 N1 I / DOUBLE ROW, STAGGERED S 1" OC -1- = BACK FACE / 1'YPICAL� o = FRONT FACE —{ 2" 1— ST — STAGGER t \ I -� o -1 o -1- o -I- o -I" 3 1/2" o -1- 1 o a o + o T- o '`--2X,1 #3, STUD, OR STANDARD I' -WH3 ONL1, ANY SPECIES NAIL SF)ACING DETAIL THIS DRAWING REPLACES DRAWINGS Ucp5091()73 '. �15f3,H1`) "�U�m FEF IVLB LLL 11R TRUSS REPAIR (WA LTEpDAMAGED TRUSSES MUST BE EAPEFOLLY EVALUATED 717 DETEPNINE ME EXTENT OF DAMAGEIC DAFNGEDAI�D ME SIBILITY TRUSSESUANDEREDUII.U. IU7ERNALES IOE W11 FIBERLDA14AGEII11011 IS III AIETMISSSCRAPAy �yCi1NNECIOR STRESS FRTBI BE MING OR SHUCK CAIBIUT BE READILY DETECTED. TIIFREFORE,I7 IS VITAL THAT 111E TRUSS FABRICATOR ADDUIL DATE COMPACTOR CIRISIDCR TILE � •`.CAUSE U" 1111 DAHAf-Z 111 THEIR DECISION WIC VIER TO PEPAIR OR REDIIII.D. -REPAIR 110RK SIIDVH011 THIS DRA'VING APPS IFS ONLY III TIIEISF SEE71wrI DF ,IIF TRUSS 'FIIUFREPRRIID BY 11f17 1PUSS HANUE ALEIIRCR Ill IIAVL BLEU DAMAI It A NI IAO IT IL II :TURD PARTYOD+SPFCTIIR SHALL CHECK 1Rl1SSCS TU DETCRHIIIE 711E CXTf lli OF AIfTAlly. AND VERIFY THAI REPAIRS HAVE BEEN PERFORMED AS INIIILAIFD EAI II IIS DRPUINI;, d CONVENTIONALLY FRAMED VALLEY DETAIL • (A) 2X6 OR LARGER SP #2 OR SPF #1/#2 VALLEY RAFTER PARTIAL FRAMING PLAN (B) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") (C) 2X4 SP OR SPF #3 CRIPPLE (MAX HEIGHT 6'-3") COMMON (D) 2X6 OR LARGER SP #2 OR SPF #1/#2 RIDGE RAFTER TRUSSES 1 AT 24" OC NOTE: RIDGE RAFTER (D) MUST NOT BE OF LESS SIZE THAN THAT OF VALLEY RAFTER (A). NOTE: REFER TO VALLEY DETAIL VALTRUSS0699 FOR VALLEY - SUPPORTING TRUSS BRACING DETAILS. RAFTERS (B), (C) MAX HEIGHT WITH 1X4 "T" BRACE IS 9'-10". RIDGE (B), (C) MAX HEIGHT WITH 2X4 "T" BRACE IS 1 1'-2 RAFTER — \� FOR 1X4 AND 2X4 "T" BRACING, BRACE TO BE SAME GRADE AS CRIPPLE. FASTEN 1X4 "T" BRACE TO CRIPPLE WITH 8d BOX (0,113" x 2.5") NAILS AT 4" OC. FASTEN 2X4 "T" BRACE TO CRIPPLE WITH 16d BOX (0.135" x 3.5") NAILS AT 4" OC. TOP CHORD OF TRUSS BENEATH VALLEY SET MUST BE BRACED WITH PROPERLY ATTACHED RATED SHEATHING OR PURLINS AT 24" O.C. OR VALLEY SPACING AS SPECIFIED ON THE ENGINEER'S SEALED DESIGN FOR THE SUPPORTING TRUSS. COMMON TRUSSES AT 24" OC (3) 16d BOX NAILS, (3) 16d BOX (2) 16d BOX NAILS, TOE-NAILED THRU TOE-NAILED (2) 16d BOX NAILS, NAILS, TOE-NAILED CRIPPLE INTO RIDGE BOARD TOE-NAILED (3) 16d BOX NAILS (D) I (D) 6d BOX NAILS RATED (A) (C) (B) SHEATHING (C} 4'0" (3) 16d BOX \GIRDER v Zi IINAILS, TOE-NAILED (2) 16d BOX NAILS, TOE-NAILED (TYPICAL) SUPPORTING TRUSSES RATED SHEATHING CONNECTED TO AT 24" OC MAX SPACING TRUSS TOP CHORDS PER SPECIFICATIONS (3) 16d BOX NAILS, TOE-NAILED THRU CRIPPLE INTO RATED SHEATHING THIS DRAWING REPLACES DRAWING V105-CONV ••WARNING+ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TIT H16-91 (HANDLING INSTALLING AND BRACING),PUBLISHED BY TPI (TRUSS �EI�pF,y C LL 30 30 40 PSF REE CONV. VALLEY' PLATE 1NSTITUTE. 583 D'ON IFRO DR., SUITE 200, MADISON, VI. 53719) FOR SAFETY PRACTICES Q,4.-•FIC,/N PRIUR TO PERFORHING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE P1;I q'•,;y IC DL 20 15 7 PSF DATE 0625 99 PROPERLY ATTACHED STRUCTURAL PANELS AND B01104 CHORD SHALL HAVE A PROPERLY ATTACHED RIGIE CEILING. • 1HPURTANT.- FURNISH A COPY CIF THIS DESIGN TO THE INSTALLATION CONTRACTOR. 6�Ho.2283 ��' )C DL 10 10 10 PSF DRWG VALCONVFO699 ALPINE ENGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TH{S ' --- -- - — DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP);OR FABRICATING. �I 3C 11 U Q _U PSr —ENG ML11 LEAK_ HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS VITO APPLICABLE W PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND STATE OF PAPER ASSOCIATION) AIJD IPI. ALPINE COI(NECIURS ARE HAD[ OF 20GA ASTM A&53 GR40 GALV. STEEL TOT.LD. 60 55 57 PSr EXCEPT AS NOTED, APPLY CON14ECTORS TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON �•';20FI.." _ THIS ACCEPTANCE OFESIGN OSITION PROFESS PROFESSIONAL ENGINEERING S PER G REING& 160 SPONSIBI ITY SOLELYTHE AFORNTIC TRIS USSWING COMPONENTTES S�� „Jq.rAc. I.zS/t_33 1 15 1.15 IESIGIJ SIIOVN, THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING �. ACING A SEE ABOVE T TY T I f R 4 ANSIIIPI 1-1995SECTION Back Io ma;;nscreen I Iti fill-, OR __T1 I " 'I' DOW-N CORNF�IR S1 - - - _ TOP CHOM) 2X4 SJO. PINE 4 N, SLC TADLE 131sLOW FOR HIPJACK GRAPE -- U 0'1' C 110121) 2X4 SO. 111111E 2 N -- ----- WEBS 2X4 S0. PINE /,3 ffilN CI{ TOP C11013 LUMI.3 R GRADE MAX NORMAL MAX IIIPJACK SOFFIT WEIGHT OVL'BHANG OVERHANG — CORNER SG'1' LOW1111"` LENGTH"" 2 PSP 10 PSF SETr1,1ACIC 1-0G-t)0 2-01-07 __jj I1 _��2 1] _ 7' O" 0 t)o=oo -05-11— 14 1- 1rlEG — - -- - PROVIDE UPLiP"T CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT: 050# 200{ M-M LO(1: -I- +-I- UPLIFT HASEM ON 1 D,0 PSI' 'rwrAL DEAD LOAD. WIND 5P :El)=1 10 (100) MPII. MEAN IIC'I'=1'7.5 (30.0) i-,r. ENCLOSED. (DTIC) rj PROVtD[_; UPLIFT C'OMIECTIONS AT BEARINGS AS INDICATED. UPLIFT: 5w)# 'I30# -I--I F Ol"ITINAL VERTICAL 19t?D. II,'!F, l'.1 VOWLOC: Al A -I• Tl0'I"1'OM OF VRt{Tl("AL. 11'3E I9;I"I :','I it,f' UPLIFT 13ASED ON 10.0 PSI' TOTAL DEAD LORD. WIND OF VERTICAL Atli) DIACOTIAI, ViT;II. SPL;GD=120 MPII. MEAN IIGT-22.0 PT. ENCLOSED, (313C) ,l;I IIJ a�>w Uioo ! `iii .12 112114 �.�� ;`-� nl,lI';I�[I,11!� I!trtlllf!'; wsxI it slur9olf - �' 911 7)I.IA2p t.t 1 9-10-lo OVER a U11110H. 9IIUIZ ( t1t.,, I _'S n-)psi, x-s.r,o' n-DSz�, yr-a.rn• HND AND CORNER JACK; alai ---f------'---- -- �•VAPNINIiv+ TIiU3 SES RCC PIIIPE CXi RCIE CAPE III CM1ARICA1INli, IIAIIINJU(�, SIIIt'I'If A�, 1INS1%1LL11h NIG DRAG UIR, REFEP Ill IIIA-91 lI IA IIUL TNG lUS 1A1.1.11Ui AIID DRACIM),PUDI.ISU£D AY IPI (TRUSSFAM I Flllli IUSPE RCIYIII fU; IDjCT111iNCII1IUSUI IUULCSS IIIfIIr'P4IrE1111DICA1CIOP 1UPILIf OlURpP IItLLF IM1VE '1'�'G P•T1�1r 4•:��} iTI' Ili_ (`-) },I,�'? I�".i- l�.•,,i If+ � 11'1 f' PANELS PI.Y AI IAC,I IL SIRIIC.I LY7 M. PAl1ELS Allp BUIIIYI III JP SI IAL I. IIAVI. A I'RUPf IF Af IACI If f1 RIGI11 U" — Ib1JA1� Ff IL 11lCi vvfNPuR IANI�v f URNI SII A CfIPY Ur 1NIS DLSI(fl lU r1FE 111STAIA.Atllill CIYIIRAIMP. ALPINE EUliltr_E ILD PR111w7C1S, )UC. SIIAI-1. IA1T DE R£SPIAISIf+LC fl1P MIS pCblA mf fvull 11115 •' `;• - - — - )_— Ks CINI AUY I-ATI URC IIf Rtmh TUC 1RUSSCS fit CLtOIIRM111c, 41111 IPh I1R FADRICAIING, nen ['•:.I , . I; WIIAIIURti t. , Slill'I'pAi, INSIALI.11lli AIID IRAC111[i WIRUSSLS. DESIGN I"Ip111JIMS, VITO MILICADI E L PRUVISIUNS Of NDS lI IAIIU11A1. DESIC,II SPLCICICAIIUN PIIBLISII1.0 BY 1NL AMERICMI PUREST AIID �S(1'• S1A)F Of' �/r fill) h, 55 III).{f"JI wip ASSUCIAII,Ili) Allll TI'1, ALPIIC CEYIMECIIIPS ARE MADE IA 206A ASM A6].1 IiR40 Iik\) SIMp?`• f1C,,{111�{••;r __. LI(.£PI AS U111ED. ArPLY CLIIIPIUMPS IllEAL11 IMC IY TRUSS Atlll, UIILSs If11UR'AISr LIIMILIJ 1111 LUIS UCslui. Pnsillall CIDIIIECIrm PER pRAVI1IGS IG0 A-1. fur SLAL 1111 IIIIS DRAVING ❑IRICAIES 7)E[)E11�1r Ill Ir F Ac' I ,I:i ACCI:PIAIICE OF PRIYL SSIIIIIM. I'M414.CRIIMi R!tP11N'IAIL I I ;UI FLY f IIP IIIL 1R1ICS CIP fill A-NI Ai111Mw1*) 14 S I N I 511UVII Ili: SUl1ABlt fly MID USE III MIS (IIUrMUINI POR AMi ivmw1AM mmwisr, S llw p l'Im ]B1L11. lll—TLE B+t U)kJ8�1J)llLcEiUJ1S)L1'J_1rL _-- SUPPORT REPORT JOB DESCRIPTION: 33322D WIND CODE : N/A WIND MPH: N/A BLDG TYPE : N/A ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT . REACT . MAX WIND DESC SPAN-ft SIZE-in. TYPE XLOC-ft . YLOC-ft . MAX. +# MAX. -# UPLFT . -# H66 25 . 667 7 . 625 WALL 0 . 000 18 .438 1428 H66 25 . 667 7 . 625 WALL 25 . 031 17 . 625 1395 -- ------------ - --- -------------------------------- --- ---------------------- ---- H67 25 . 667 7 . 625 WALL 0 . 000 17 . 625 1395 H67 25 . 667 7 . 625 WALL 25 . 031 18 . 438 1428 ------------ ------ --------- ------ ------------ -------------------------------- - H68 25 . 667 7 . 625 WALL 0 . 000 17 . 625 1412 H68 25 . 667 7 . 625 WALL 25 . 031 17 . 625 1412 ----------- ----------------------- -------------------- ------------- -------- ---- H69 25 . 667 7 . 625 WALL 0 . 000 18 .438 1412 H69 25 . 667 7 . 625 WALL 25 . 031 18 .438 1412 ---------------------------------------------------------------------- --------- H70 25 . 667 69 . 500 WALL 0 . 000 17 . 625 1412 H70 25 . 667 7 . 625 WALL 25 . 031 17 . 625 1412 ------------ ---------------------------------------------- --------------------- 171 20 . 000 7 . 625 WALL 0 . 000 17 . 625 1100 I71 20 . 000 7 . 625 WALL 19 . 365 17 . 625 1100 --------------------- ------ ---------------------------------------------------- J72 16 . 667 7 . 625 WALL 0 . 000 17 . 625 917 J72 16 . 667 7 . 625 WALL 16 . 031 17 . 625 917 --------------------------- ------ ---------------------------------------------- t THIS l,l'T1''s lIl6 SITCHALS REPAIRS FOR A TRUSS WITH CRACKED OR BROKEN WEBS, THIS f3L;, li;hl IS VALID ONLY FOR SINGLE PLY TRUSSES WITH 2X4 #li, STUD, OR STANDARD CRACKED OR BROKEN WEBS. NO MORE THAN l CRACK OR BREAK 13 HM W[Al AM) 2 CRACKED OR DROKEId WEBS PER TRUSS ARE ALLOWED, CRACKED OR BROKEN W E l,'O#ITAC'I' THE '#'ROSS MANUFACTURER FOR ANY REPAIRS THAT DO NOT CO31PLY W1111 THIS D11`I'AlL• REPAIR DETAIL (13) = DA1;I,�ij'ED AREA, 0" MIN TO 12" MAX LENG'I'll OF CRACK OR BREAK IN WED, (S) = (2) 2X4 SCABS, SAME GRADE, SPECIES AS WEB MEMBER. MINIMUM IJEPIGTFI OF SCAB MUST BE THE GREATER OF: I 68" -i LENGTH OF DAMAGED AREA (D), MINIMUM OF 34" ON BO'1'll SIDES OF `('ITE DAMAGED ARCA. OR / 2, 80" OF 1'IIE ORIGINAL WEB LENGTH. A`1"I'ACII ONE SCAB 'I'D EACH FACE OF 7'M WED W1111 A DOUBLE r RMY OF 10d COMMON NAILS SPACED 4" OC S'I'AGGEVED_ / M-,VEH '1'0 MAIL SPACING DE'T'AIL FOR ADDI'11I0IIAL NAIL SPACING 34" MIN INFORMATION. 1101'x': FIELD REPAIRS MUM' COMPLY Wl'I'll ALPINE DESIGNS AND B SPECH ICA'HONS. 10d COMMON (0,148" x 3") NAILS: 34" MIN DOUBLE ROW, S`f AGGI RI-M /S 4" OC / �'i'l'P1CAL�� #- = I3ACi< FACE; O = FRONT FACE --1 2„ I— I S'T'AGGER 1 U -1 O -#- O 1 O # i) i � (a f- O I- O f- U ' --2X4 #3, STUD, OR S'T'ANDARD VED ONLY, ANY SPECIES NAIL SPACING Dl--04T SIL – THIS DRAWING REPLACES DRAWINGS HC25094073 & 956,849 REI- WEB Its FAIR TRUSS REPAIR ptTEgp _n IIAHAGEB IRUSSES HILT BE CARUMLY FVALIIAlEB 111 DETLRHHIE TIIE EXTENT UE DAHAGE ."�(�,FT71fi/C'•;,� DA#E 06/25/9!) AND THE 7NC DAF 6E DFEASIBIMY TAUSSESIfAHDEREDNTLO. ❑ITERNALEWfIUD flBER UAHAGf11Al01IS CXCC$SSCRAP �/ ' 2283i'� D WG REPWLl3SI_'OMR) CONHEMEIR STRESS FRIA1 BLIM1116 OR SMOCK CAPRI DE READILY DEIECIED. THEREFORE, 'I'�� ----------____.�.._.___ E_=--^= -----j IT IS VITAL THAT THE TRIJSS FABRICATOR AND Bill[11116 COMRACICIR CONSIDER THE r/t�nl ��#'Iti }SII SII I AR. CAUSE LF IIIC DAHAGE IN WEIR DECISIOII VIES KR TH REPAIR OR REBISA D. i '� --�-�----- ' ' TIAT'v OF REPAIR VI3PK SHHWH ❑N SUSS DRAW1193 APPLIf& OTiLY TO TH IliFISE SECTIONS Of E TRUSS � • iiRA RCPHRTED BY THE IRLOSS HAIA)FACTHRER 111 HAVE BEEN DAHAFTIE A OIIALIFIED INIRII PARTY F'•'""." t 1 UtSPECTHR S11AI..E CHECK MISSES IO DEI£RPIINE I1lE EXIENT OF ANY MRTIIER IIAHAG£, IE AfIY, •"� THAI REPAIRS IIAVC BEEN PMFIRHED AS HTffiCATED 011 II11S BRAi,MG, lkW1Al1Vf4' �Sp��I�IG 24.0 I; f 11,11 1 b I "J,I I i1c. '-,I, I I, C IBC 1111 S Dl PH VAI'l 11 1 10111 ClItli'l)I 1 11 1 Till)I (I I)APS P, 111 tit IT';I till,;) SIIHIII I I 1 1) It III P U'd 0 1:ill M I W Ill W, I I I,I) All(IIIII.RL HIW.I[Ili III I INI I I IIIIS I-A I Il, 111) f3i'm o JISI NTMI: "I tit) ZONI I X I S I S 18" AI 110 111 1 111)S (11 VI 1111(.At 111 11. U I ill) M.0 I-I HI IM 1161 AS(I 1 98 PARI. I If(:. III UG, I IWAIED ANYWHERL (A) (1) M S11 H3 "1-" BRAU. A I I MAI Ul Ill 0.1?8"Vi" NA 11,S til 2" it(,. Ill I if I;olll I-,I I I. I I, it if I III 1('111 !,.() 1,S I- ij I 111) 8[:1)1-!i.0 1,SIF. I fill ZONES; 4" W.. 13[ 11-1 L 1:N ZONES. . I JI, Vi It I I I t I I WS IISb MAN VV: 111X4 (11) (2) 2X1 SP 113 -I " Ill?MT S. ATTACH FAHI 411111 0.t28--X V IIAII S I-)- i ic IN Wi NS Gki-I I 1? I IIAII 11-0" If 111 till I Will- 111141 1,I 112X4. ENI) ZIjNILS; 6 W.. BF fill LN 10111 S. ALBS Gft A I I k I IlAil I I'b": W?.!)X4. (C) (I) 2X6 SP 112 N "1." BRACE. A]IACII Ill Ill 0.128"X:3" ITAII S P 2 OC. lit A111i M I Ill illi ti 10 IIA I(:It C0111104 TRUSS, ENI) ZONES; 4 OC. BI I tit I Ill /()IIF S ('ld AI I k i'll0kill,. (0) (2) 2X6 SP #2 it "I_" BRACFS. A I I ACH FACII it I 111 0.I P13 X3" NA I I (il t- n(:. 111 E[11) PONES; 6" OC. BE I Ill I�III ZONES. I Olil MiPP(WI 4'(I" Will(A)KIR-S 1,11111 2'0" 0VFRIIANG (DROP 11M G AN f, , ()It lilt Il 110111 1Z" PLYWOOD OVERHANG (tt MIAL 111GAIIIE) SIM) SPACING BRACING IABI-E: jK(j:,b IJI%J fit I it M Sl(All 1) Ill TRANSFER Al 1. HURI ZONIAI WHO HIAD HT110 III[ ROOF 2X4 SP 113 PH H-.c- (I) 2X4 I?. 2X4 2X6 (? 2X6 (1 11 Mh IJJAPIIJt,-,(,llS Colitil I,I I(TIS ANI) DESIGN OI MIST SYSIIIIS Ali[: ]Ill- S I till I I ON Ni) "I." 13 P A C E 'L" BRACE I BRA('P 11 P ACI J 1111 Will l)lljli IIISiGWLR. SPACING (Ji I I[R I A BRACE IYPI: (A) I YPIT (11) YI)E (c) I fit- (1)) 1111 if I I I I I I I it 1)1 S 1('11 L I! I`: tit SLOW,I III I EOR 1111 GABI V SHEAR WAIL DESIGN, CHI ING 24 I_/3(10 1 S" 4 71 5' 8" 7' 9" �IiII 1;11111 5111 ',IlllflG III,'PllI:A!Al (,01iffICI IONS, Atli) AT,[ TRUSS III WAIL CONNECTIONS. 211 1_/180 2 2" 4'10" 1 1 7 1 6 16 1-/3(io I 1 5" it 9 q I N 111011 APA kA I I It '-Ill A 1111 it(, Pitol't Id Y A]I M.111-1) 1'11111 LONG 0 1 EIL NS I(IN 16 1_/180 2 8 (i1 8'10" I IJ 1 6 I k'I Till I Ill 10 Slit I ilk I S. 1'J_" I /:llw) 2' V (1) 51 (1 12" fl OVERHANG DETAIL PI I LR 10 1 Atli F I OR H PA C f NG P L ill I I R 111 it I S. I R U S S E T LADDER @W/ STEPS 24" OC. 24 0.CS @ 1 0-(j 4- (TYP) INCLUDES FASCIA till t ��1 :t > _ M F. GABI Over, Continuous Suppoi'l. it PI-F c A I I 1i I a t.es Are I 12 X-1 Except As S[I o i-i n. GABLE 'i V P. Design Criteria: T P I STD) 19.5c QTY:1 Fl-/ -/6/-/F/-/- Scale 3 7 5 F 1,. JIRUSS REPAIR LC LL PSF REF R235 —5-1588) II,:I i(A 11 1 ROSS[S IIIIST (IC11 11 Fr ill LY I VAT IIA I I D TO [if I I(I14111F 111E I lit r if r or uAtivir µ TC DL P S F 1) 1Ft 1102/f)I I-ill) fill I i Jljli H1, Or Ill I Alk. ill !,fill CASES lilt IVIOLlif S01 HIIIIN IS In SCRAP 40 PSF 1)P I I I i I ri I o f�o I 011111t6l 1) IkIff.Si S Atli) Ill till I I It, 11111RHAI W01TJ 1 11411 IIAIIAf;F Atli) tXLES'dill BC DL Illi S HIT I'S 1 11011 In tit I IBI I'll S11"CV. I A11110 I Of [if Ali I I Y I'll I f C ILI). I III'll I I IMF. 1`4'ii ... To, IIIE Ci 1.*. - -PIG I VIIAI IM oll, 11.111H(ji,oft BIC L L P S F I 1 1)L.1 A L I 1\1 "I A�1111111:11�111 , ------ f All I d OIF I�AIV,61 IN 1111,11t U1111i'll; TIT I 11111 r In 'Ili .lol00111116 Al'VIIES MII Y In 1110';F SIC]IONS of lilt IflWiS t S OF A II L;Ine Plod nCls.Inc. Iii 1111, TRUSS 11/411IIA01101i In HAVE OUN DAIIAlilb, A 0IIAI If IFu 11110 1 Al'i) Olt" IT I IRLAC 1 25 tit U;I�,VI 3 3,�'11 10,1 1,,111k `.MALI Lilt CK 41 Ili IN 11 11111111. 111L (X IIAJI ill Atli IBI,lilt It IthIllod, 11 o-rli, I il clt�; ,fill H l, '11 H I N 1. s PA flr� 111.\1111101 /.Tion 11 io', I fit 010101 AS I Olt[''A I 1 11 I'll 1111 1 fill Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 (863)422-8685 Florida Engineering Certificate of Authorization Number:567 Page 1 of I Document ID:1S3Q235-Z0519065451 Truss Fabricator: Lumber Unlimited Job Identification: 33322D-MORALES CONST DUVAL -- 1601 BEACH AVE Truss Count: ] Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI Engineering Software: Alpine Software,Version 19.630. Structural Engineer of Record or See Below: Address: Truss Design Loads: Roof - N/A Floor - 55 PSF @ 1.00 Duration Wind - N/A Notes: Seal Date:06/19/2003 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Manuel Martinez Florida License Number:47182 2. The seal date shown on the individual truss component drawings must 1950 Marley Drive match the seal date on this index sheet. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR235 Details: 6BLLETIN Ref Description. Drawirig* Date 1 28958--H66 03170008 06/19/03 2 28959--H673170009 06/19/03 3 28960--H68 031.70010 06/19/03 4 28961--H69 013170013 06/19/03 5 28962--H70 03170012 06/19/03 6 ' 28963--171 03170013 06/19/03 7 28964--J72 [13170014 06/19/03 (33322D-MORALES CONST DUVAL -- 1601 BEACH AVE - H66) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR.. Top chord 2x4 SP #2 (**) 1 plate(s) have been repositioned by the truss designer. Bot chord 2x4 SP #2 Special positioning required. Webs 2x4 SP #3 Calculated horizontal deflection is 0.25" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.09" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 28 0.29 12.83 Deflection meets L/240 live and L/180 total load. TC 26 12.83 25.67 BC 21 0.00 1.72 BC 24 1.72 3.30 BC 120 3.30 22.36 4X4=— BC X4=BC 40 22.36 25.03 BC 8 25.03 25.67 2.5X4�i 2.5X4 9 F- � 9 3X8,1 3X10�� 3X90 3X7(D8R) % 3X7@ 3X7o� 0-0-4 3X7= 3X7= 3X7= � 9 5X9--- + 9 5X10% 0 10-0 17-7 8 4X5% 3X70 T 3X4=- 2X4 X4=2X4(**) III 1-8-10 I-� 12-10-0 ,I_ 12-10-0 0 19-0-12 2-8-0 -01 7-110 X25-8-0 Over 2 Supports R=1428 W-7.625" R-1395 W-7.625" flWI11 (33322D-MORALES CONST DUVA H66) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.63 .....;:' �^V FL/-/4/-/E/-/- AL 4 E - Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING A TC LL 40.0 PSF REF R235 28958 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL ..•'Qj ��. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719). FOR SAFETY PRACTICES PRI `- PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED �•: STC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �Q,47 1 8 2 a *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED * C DL 5.D PSF DRW HCUSR235 03170008 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TD IS DESIGN; ANY FAILU ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLIN A •` �� .` > C I L O.O PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS OESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D GN L SPEC. BY AF&P A) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20 CA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S •�•�� 1_v.�` 4 TOT.LD. 55.0 PSF SEON 28764 DESIGN, POSITION PER DRAWINGS 16OA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSION .� Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND • ��■•1••��` DUR.FAC. 1.00 FROM RCT Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERj7f/�y�, SPACING 24.0" JREF 1530235Z05 FL Certificate ofAuthorization# JNSI/TPI 1 SEC. 2. V`.1i� (33322D-MORALES CONST DUVAL - 1601 BEACH AVE H67) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 Dense: (**) 1 plate(s) have been repositioned by the truss designer. Bot chord 2x4 SP #2 Special positioning required. Webs 2x4 SP #3 Calculated horizontal deflection is 0.24" due to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.09" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 30 0.00 25.38 Deflection meets L/240 live and L/180 total load. BC 8 0.00 0.64 BC 40 0.64 3.30 BC 120 3.30 22.36 BC 24 22.36 23.95 BC 21 23.95 25.67 4X4= 2.5X4��', 9 2.5X4,1 - 9 3X1041 3X8-, 3X7�i 3X9�� 3X7�i 5X9% 3X7= 3X7= 3X7= 3X7(D8R) --0-0 4 0-10-0 � 9 9 � + 18-5 4 T 3X7-i 5X10 17 7 8 2X4(**) III 4X5--- 3X4= 11 X5-3X4= 12-10-0 12-1.0-0 o17 0 2-8-0 19-0-127.0 18 0 ,- 25-8-0 Over 2 Supports R=1395 W=7.625" ( , MR*! R=1428 W=7.625" PLT TYP. Wave TPI 95 Design Crit: TPI (STD322D MORALES CONST 19D6VA V0 H67) FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •V=Q q�•� TC LL 40.0 PSF REF 8235-- 28959 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P 4VVV`, INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRI PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED • /j�••� STC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No•47 8 2 � **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN REQ � * C D L 5.D P S F D R W HCUSR235 03170009 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILU 7i[ HC-ENG 1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLIN AND C L L O.D P S F IIC-E N G MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D G ST Or" �• SPEC, BV AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 53 •• /� (` p (W, K/H S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON 5 •••/�� 0�•�� TOT.LD 55.0 PSF SEON 20762 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • R ANNEX Al OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA 'A{- •••••••••• •�\I` OUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Y � ` V Maines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ` FL Certificate of Authorization# 7NGI/TPI 1 SEC. 2. SPACING 24.0" JREF- 1S30235_Z05 (33322D-MORALES CONST DUVAL -- 1601 BEACH AVE - H68) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 (**) 2 plate(s) have been repositioned by the truss designer. Bot chord 2x4 SP #2 Special positioning required. Webs 2x4 SP #3 Calculated horizontal deflection is 0.30" dui to live load and IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 0.11" due to dead load. CHORD SPACING(IN OC) START(FT) END(FT) TC 26 0.00 25.67 Deflection meets L/240 live and L/180 total load. BC 8 0.00 0.64 BC 40 0.64 3.30 BC 120 3.30 22.36 BC 40 22.36 25.03 BC 8 25.03 25.67 4X4= 2.5X4,a 2.5X4 9 —1 9 3X10�i 3X10 3 X 7 3 X 7��, 3X7! 3X7o� 5X9% 3X7= 3X7= 3X7= 0-10-0 � 9 5X9 9 0 10-0 T 3X80 3X8o� — 17-7-8 2X4(**) III 3X4= 3X4= 2X4(**) III 12-10-0 12-10-0 o z 0 2-8-0 19-0-12 2-8-0 0 7 0 fE 25-8-0 Over 2 Supports R=1412 W-7.625" R=1412 W-7.625" (( 20M PLT TYP. Wave TPI 95 Design Crit: TPI (S7D322D MORALES CONST 19D6VA �100 � H68) FL/-/4/-/E/-/- Scale **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLINGff . ♦Q `�� TC LL 40.0 PSF REF 8235 28960 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL `, r INSTITUTE. 583 D'ON0 R10 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED �•/ TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No.47182 2 8 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED * C D L 5.0 P S F D R W HCUSR235 03I700I0 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILU BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLiN AN �� O C LL D.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D ON SPEC, BV AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •��♦� CIAO TOT.LD 55.0 PSF SEQN 28760 _ _ DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOWED BV (I) SHALL BE ♦ANNE% A3 OFTPII-2002 SEC. 3. ASEAL ON THIS DRAWINGINDICATESACCEPTANCE OF PROFESSIONODUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FORTHE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANDHaines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER !,,�^FL Certificate ofAuthorization#5 ANSI/TPI I SEC. 2. NSPACING 24.0" JREF- 1S30235_Z05 (33322D-MORALES CONST DUVAL - 1601 BEACH AVE H69) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Calculated horizontal deflection is 0.20" due to live load and Bot chord 2x4 SP #2 0.07" due to dead load. Webs 2x4 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L1240 live and L/180 total load. CHORD SPACING(IN OC) START(FT) END(FT) TC 28 0.29 25.38 BC 21 0.00 1.72 BC 24 1.72 3.30 BC 120 3.30 22.36 BC 24 22.36 23.95 BC 21 23.95 25.67 4X4=- 2.5 X 4 X4=2.5X42.5X4, 9 F- 9 3X8�i 3X8 3X841 3X8�� 3X7(D8R) 3X7(D8R)� 0-0 4 � 9 3X7= 3X7= 3X7= 9 � 0� +18 5 4 4X5% 5X10% 5X10 4X5- 12-10-0 12-10-0 1-8-10 1-7-0 19-0-12 1-7-0 1-8-10 ZZE 25-8-0 Over 2 Supports R=1412 W-7.625" R-1412 W=7.625" 09L— ( wg{wwu PLT TYP. Wave TPI 95 Design Crit: TPI S(D322D-MORALES CONST 19DU6VA 4tO� Fp" t�i�� H69) FL/-/4/-/E/-/- Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING •�w't • C� •••'J T/` LL 40.0 PSF REF 8235 28961 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS,P r T ` 1. INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIG T PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY AT ED ••�✓ �•• TC DL 10.0 PSF DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. N • '.S **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI RED • No.47 1 8 2 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIL * 13 C D L 5.0 P S F D R W HCUSR235 03170011 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING, INSTALLIN A C LL 0.0 PSF HC ENG MCL/MMA BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D IGN Q SPEC, BY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM '�• •,� 11 11 (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON •••••�� R�OOr:=�' TOT.LD. 55.0 PSF SEON 28758 DESIGN, POSITION PER DRAWINGS 160A-Z. ANV INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE ANNE% A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING IN ACCEPTANCE OF PROFESSION •• AlpinainsCity,FLgineered 3uet54lrlC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN •p�`t��6� SPACING 24DUR FAC. 00" JR QEF RCT Haines Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER U A FL Certificate of Authorization#5 $"sl/TPI 1 sec. z. (33322D MORALES CONST DUVAL 1601 BEACH AVE - H70) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 See DWG GBLLETIN1001 for more requirements. Bot chord 2x6 SP #2 :B2 2x4 SP #2 Dense: Webs 2x4 SP #3 :W8, W10, W12, W14 2x4 SP #2: Deflection meets L1240 live and L/180 total load. Calculated horizontal deflection is 0.33" due to live load and THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE 0.12" due to dead load. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS Gable end supports 8" max rake overhang. LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4=— Shim all supports to solid bearing. 33X5o� 9 (— 9 4X8'i W1 4X8o� 3X5�i W12 W8 3X5o 3X5�i 1 3X5�� 3X741 + + 3X8= 82 + 3X7= + 3X8= 7X10 + 7X10 0 10-0 9 Balloon frame 3XT�� T g 1 10 Q 17-7-8 1.5 X 4 III —9�— 1.5X4111 3X5'1 3X5` 3X5o� 3X50 12-10-0 12-10-0 3-3-10 19-0-12 3-3-10 E 25-8-0 Over 2 Supports R=244 PLF W=5-9-8 R=1412 W-7.625" Note: All Plates Are W1.5X3 Except As Shown. V0� (33322D-MORALES CONST DUVAp] I g H70) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.63 �"..••-.. FL 4 E Scale =.25" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING A . �i^� � =••. TC LL 40.0 PSF REF R235-- 28962 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL Gvr �. INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES 'RI • G /�•�• PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATT ED `- a C DL 10.0 P S F DATE 06/19/03 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. s **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN RED N`Ma•47182 : * C DL 5.0 PSF DRW HCUSR235 03170012 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAT'U BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALL IN 0� - C LL 0.0 PSF HC-ENG MCL/MMA ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL 0 IN .• S•�• SPEC, BY AF PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) ASTM 5 S (W, K/HS) ALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON S •-•�� TOT.LD. 55.0 PSF SEAN 28732 DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE • ` • ` ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONA 1 Alpine Engineered Products,Inc. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND •.•• •--.-. D U R.FAC. 1.00 FROM R C T Haines City,FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#5 7NSI/TPI 1 SEC. 2. © 3�'� SPACING 24.0" JREF- 1S3Q235_Z05 (33322D-MORALES CONST DUVAL -- 1601 BEACH AVE 171) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 Dense Calculated horizontal deflection is 0.27" due to live load and Bot chord 2x4 SP #2 0.10" due to dead load. Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. Or 2x6 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: #3 or better "T" brace. 80% length of web member. Attached with CHORD SPACING(IN OC) START(FT) END(FT) 16d nails @ 6" OC. TC 24 0.00 20.00 BC 8 0.00 0.64 Deflection meets L/240 live and L/180 total load. BC 40 0.64 3.30 BC 120 3.30 16.70 BC 40 16.70 19.36 BC 8 19.36 20.00 4 X 4 9 F 9 3X80 3X8 (A) (A) 3X50 3X5oo 3X50 3X5 5X8% 3X10= 5X8- A- 0-10-0 9 9 0-10 0 3X540 3X5 x }17 7-8 1.5X3111 3X4=- 3X4=— X4=3X4= 1.5X3111 10-0-0 10-0-0 0 7-I0 2-8-0 13-4-12 2-8-0 0 7- 0 1 - 20-0-0 Over 2 Supports R-1100 W-7.625" R=1100 W- .625" (33322D-MORALES CONST OUV -- 111f{1 Try I71) PLT TYP. Wave TPI 95 Design Crit: TPI STD 19.6 FL/-/4/-/E/-/- AL 4 E - Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING D �:d WIC4,04 Tl. LL 40.D PSF REF R235 28963 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS ("`�///`, mow• INSTITUTE. 583 O'ONOFRIO DR„ SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRI •� ` •• TC DL 10.0 PSF DATE 06/19/03 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY AT HED • '�� STRUCTURAL HE BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. No **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI ERED • * g C D L 5.0 P S F D R W HCUSR235 D3I7DDI3 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAIL E BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. IN T ALLI j ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL IG STA F :•/!� C LL 0.0 PSF Ill.-ENG MCL/MMA SPEC, BY AF PA AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/16GA (W,HS/K) AST W p (W, K/HS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON ••• A�O ��•�� TOT.LD. 55.0 PSF SEON 28769 DESIGN, POSITION PER DRAWINGS I60A-Z. ANY INSPECTION OF PLATES FOLLOWED 8Y (I) SHALL BE R • - ANNEX. A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFES5IU /�•• ••• � DUR.FAC. 1.00 FROM RCT Alpine Engineered Products,Inc. ENGINEERING RESPONSIRILI TY SOLELY FOR TME TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY A ,`_�.w••••••• Haines City FL 33844 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Vv{J �� FLCertificateoFAuthorization#5 lNS1/TPI 1 SEC. 2. 7771111��«{/// SPACING 24.0" JREF- 1S30235_Z05 (33322D-MORALES CONST DUVAL -- 1601 BEACH AVE J72) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 2x4 SP #2 CHORD SPACING(IN OC) START(FT) END(FT) Webs 2x4 SP #3 TC 35 0.00 16.67 BC 8 0.00 0.64 Deflection meets L/240 live and L/180 total load. BC 40 0.64 3.30 BC 120 3.30 13.36 BC 40 13.36 16.03 BC 8 16.03 16.67 4X4= 9 F 9 3X7o� 3X7�i 3X4! 3X4o� 3 X 5 3X9= 3X54 5X7% 5 X 7 0 10-0 —J 9 9 0-10-0 3X4= 3X5�� —x- 17 7 8 1.5X3111 3X541 H4= 1.5 X 3 111 X4=1.5X3111 8-4-0 8-4-0 7 Io 2-8-0 10-0-12 2-8-0 7-Io 16-8-0 Over 2 Supports R=917 W=7.625" R=917 W