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1595 Linkside Dr plans (vault) JOBADDRESS TYPE WORK PROPERTY'o NER TFLEPB'ONE CONTRACTtIRFPsONE PERMIT MTMBER 7� �5� DATE / o INSPECTIONS.• FOOTING SLAB TIE BEAM LINTEL NAILLVCvS2 A G FRA dMVGICOVER VP 1TISDLA170N FWAL BUILDING g...22-v o CERTMCA.TE'OF OCCUPANCY =cnuc-tLpERsmv a `f�6 INSPECTIONS ROUGE FINAL 22 MECUANICAL MAIM dNSPECTIONS ROUGE FINAL PLEMBING PERAdM iMPECTIONS ROUGE/UNDER SLAB TOPOUT WATE3?/SEWER FINAL NOTES.• ADDRESS p� 'CEJ ✓!�' -� BUILDING PERMIT NUMBER 6 r INSPECTIONS: FOOTING UNDER SLAB PLUMBING SLAB /<- 9-5i'J-- FRAMING COVER-UP y INSULATION FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT # INSPECTIONS ROUGH - --� r FINAL __-- MECHANICAL PERMIT # PLUMBING PERMIT # 11 NOTES : a- 4. -J► v : January 25, 1997 --- � r 1 . Centex Customer Service � 6620 Southpointe Drive South, Suite 400 Jacksonville, F132216 Attention: Jim Hagan Manager Customer Service To Mr. Hagan: We are nearing the end of our first year in our Centex Home. I have enclosed a partial list of items that are of concern. Specifically,these address the moisture proofness of our home. According to the Atlantic Beach Building Inspector, Don Ford, homes need to be totally moisture proof per the standard building code. 1. Large gaps under the coquina and foundation.: While standing outside I can reach my hand under the coquina and touch the insulation on the inside of our exterior walls. Termites, rain, etc. has direct access into the interior walls. 2. Window ledges and rot: Due to the inability of repairing the particle board ledge once they become moist, one ledge has already been replaced with real wood by Centex. The particle board does not dry and in fact causes the adjoining drywall to rot. The remaining ledges need to be replaced since they are not"moisture proof'. 3. Cracks in coquina: At this time we have several cracks. 4. Leaking sliding glass door: This lead to the floor board bubbling, discoloring, and rotting. I am assuming it was sealed when Bruce (Centex service rep.) came out to fix it. It is still not satisfactory. It appears the leak was either not found or all the affected areas were not replaced . This is a preliminary list of our concerns. I would appreciate action on the enclosed items by February 5, 1997. 1 can be reached at 247-9161. Sin gely, Linda Gomez 1595 Linkside Drive lot 99gtlth , and cc: Don Ford, City of Atlantic Beach Building Inspector Richard Morehead, Attorney-At-Law T`��o{guitdi GP\- ate t 0 —� otof Mgi Heet�n9 e c ved /J ss RtcP 4iougQut PEe pab PM. '+�n er s O�GRESE ert P pole \da4 OY'n 1NG -. F00b 0 FinaFOR,R p��GK Zhu gU1i-0 _ �intet RENID n nsu �- Cgri�fsca� /�� Date f NMI,- MadE �n�Pecttot -r CITY OF ATLANTIC BEACH I 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00033705 Date 8/16/06 Property Address . . . . . . 1595 LINKSIDE DR Application type description MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc MISCL DUCT WORK ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MUTH, FREDERICK TROPIC HEATING & AIR 1068 KINGS ROAD ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 241-1788 ---------------------------------------------------------------------------- Permit . . . . . MECHANICAL PERMIT Additional desc . Permit Fee . . . 55 . 00 Plan Check Fee . 00 Issue Date . . . Valuation . . . . 0 Expiration Date . . 2/12/07 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 .00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1� /CITY OF 4&4^&cBe 4-I&"* Office of Building Official REQUEST FOR INSPECTIOIjL45:�;- O*Y6 Date 4?—;Z/— `�/� 0 Permit Time .V Received P.M. l5"4� Job Address L cality -!r;/L Owner's Name Contractor BUILDI CONCRETE ELE -- PLUMBING MECHANICAL Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday Z r A.M. Inspection Made Inspector Final Inspection Certificate of ccupancy ❑ Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233- Tel: 247-5826-Fax:247-5877 ELECTRICAL PERMIT.___.__.__...._..-_- Permit NumbeERMIT INFORMATION _ _ -_' —� LOCATION INFORMATION 2048 j Address: 1595 L1NKS�lDE ®RIVE - _ Permit Type: ELECTRICAL ' ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):99-100 Block: Section: I Square Feet: Subdivision: SELVA LINKSID3E Est'Value: f Parcet Number: Improv. Cost: - - ---OYMER INFORMATION - Bate Issued: 8/44/2000 �_-Name: MOTH, FRED --- - - I Total Fees: 25.00 i Address: 1595 LINKSIDE DRIVE Amount Paid: 25.00 i ATLANTIC BEACH, FL 32233 _Date Paid: 8/14/2000 Phone: (904)543-0451 Work INS-TALL OUTLET AND RECEPTACLES CONTRACTORIS _ . _. -__ APPLICATION FEES ALLEN DEES ELECTRIC.__ - PERM--1T I I 1 � InspP Ops R aulred RQUGH ELECTRIC^-- I FINAL ELECTRIC e I 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. s ATLANTIC BEACH B ILDING DEF . Date: 8/14/68 91lC5.B6 I4 CHECKS �teceipt: 68664422 ��1 69 i Cccifia P- Vdnhoy, o8-90 0. Van 6.30-6870 FL L# v50U-Iib-65--691-0 811 Century 21 Dr ISM. 725-5020 jald anwi(k FL 32216 PATTOTNE ObEk,Of EDUCATIONAL C©NIMU 1 P.O. BOX 2600 JACKSONVILLE, FL 3223 �R S � � ern c. 6 a6.SY5gH CHECKB- g' `� �unae,vyAmm},Yawsn. �^�t �y, wtwr_ rmyn�9.«„:mmrsenntw�` CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 MINNr Permit Number: 20244 Address: 1595 LINKSIDE DRIVE Permit Type: PATIO ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: 47 Proposed Use: SINGLE FAMILY Lot(s):99-100 Block: Section: Square Feet: Subdivision: SELVA LINKSID3E Est. Value: Parcel Number: Improv. Cost: 13,000.00 Date Issued: 6/20/2000 Name: MUTH, FRED Total Fees: 112.50 Address: 1595 LINKSIDE DRIVE Amount Paid: 112.50 i ATLANTIC BEACH, FL 32233 Date Paid: 6/20/2000 Phone: (904)543-0451 Work Desc: CONSTRUCT PATIO PER PLANS SUNTASTIC INC. PERMIT 112.50 FOOTING FINAL BUILDING 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. 9112.50 i� Date: 6/21/00 01 Receipt: 0067Atfi CHECKS ATLANTIC BEAOH BUIL NG DEPT. 9010083221ee� CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS, OR ALTERATIONS MOYING,DIIKOLITIONS Cwner (s) : rR . Address: j 5 S-f Phone: Lc': 44)1-to Block or Unit # 2- Subdivision: SeW, L'okfide Ccntractor fvNT.+fTi•�. -�-NC State License # Address: q ? ` 47E k7 ��• Phone No: City _ Code 3 LL Describe work to be done: /� o 'le ub►k Nc k .resent use of building: `Ia=°,:aticn of Proposed C'onstructicn: 3 000 ppC I .,zAJ 1 Man e i �C Procosed use: Pe „y 1 - Eats ' l�It ' rtf� ,/s tiG�?F :s th4s an addition? YG.-S if yes, what are the dimensions of the added scat=: t � ft. X 1J ft. will the added area be heated and coe_ed? Nv New electrical (or increase) ? New plumbing fixtures? ►-X:� New fireplace? tJo New Heat/AC? P0 SUBMIT THREE X024 RCIAL) TWO (RESIDENTIAL) COMPLETE SETS OF PLANS, INCLUDING SITE PLAN,7 SURVEY,-/ EzaRGY CODE FORMS;' NOTICE OF CCHMNCIIENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature O Date: Signature CONTRACTOR: Date: /.7 Sworn to and subscribed before me this �� `_ day of /17 MICHAEL KAUFMAN .� MY COMMISSION#CC 861599 4TAR C S OF F"ORIDA AT LARGE 7;: =a EXPIRES:August 9,2003 %f;pF Bonded rhru Notary Public Underwriters FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Namp: Muth Addition-Suntastic Builder: Suntastic Patio Rooms Address: 1595 Linkside Drive Permitting Office: City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family I _ SEER: 10.50 _ 4. Number of Bedrooms 2 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 2187 ft2 c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 11= 13. Heating systems b.Clear-double pane 262.0 ft2 _ a. Electric Ifeat Pump ap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ a ', `i ' ID HSPF:7.30 _ d.Tint/other SC/SHGC-double pane 207.0 ft2 b.N/A _ 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 155.0(p)ft _ c. N/A _ JC3C b.Raised Wood,Post or Pier R=19.0,204.Oft2 _ L�. ' Oi c. N/A 14. Hot water sysTv.-lin s ;.till i�6 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1453.0 112 _ EF:0.92 _ b.Frame,Steel,Exterior R=4.0,42.0 ft2 _ b.N/A _ c. Frame,Wood,Adjacent R=11.0, 142.0 ft2 d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1415.0 ft= _ 15. HVAC credits CF, _ b. Single Assembly R=4.0, 188.0 ft2 _ (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=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.21 Total as-built points: 23403.00 PASS Total base points: 23732.00 I hereby certify that the plans and specifications covered Review of the plans and TtUE sT by this calculation are in compliance with the Florida specifications covered by this o� = 9TF Energy Code. calculation indicates compliance with the Florida Energy Code. PREPARED BY: Ocean State HVAC Before construction is completed - v DATE: this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 �on �y� compliance with the Florida C Florida Statutes. OWN ER/AGEN BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 2187.0 33.05 13012.3 Double,Clear SE 1.5 13.0 6.0 40.86 1.00 244.8 Double,Clear SE 1.5 15.0 30.0 40.86 1.00 1224.2 Double,Clear SW 1.5 11.0 38.0 38.46 0.98 1436.5 Double, Clear SW 5.0 2.5 5.0 38.46 0.39 75.8 Double,Clear NE 1.5 11.0 38.0 28.72 0.99 1076.3 Double, Clear NE 1.5 10.0 30.0 28.72 0.98 845.5 Double, Clear SW 1.5 8.0 16.0 38.46 0.94 580.5 Double, Clear SW 1.5 8.0 12.0 38.46 0.94 435.4 Double, Clear SE 1.5 4.0 6.0 40.86 0.76 186.5 Double,Clear SE 1.5 2.0 6.0 40.86 0.55 135.6 Double,Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double,Clear NE 1.5 10.0 45.0 28.72 0.98 1268.3 Double, Clear NE 1.5 8.0 15.0 28.72 0.96 413.6 Double,Tint SE 1.0 6.0 62.0 34.32 0.96 2042.8 Double,Tint NE 1.0 7.2 96.0 23.92 0.99 2264.4 Double,Tint NW 1.0 7.5 49.0 21.12 0.99 1026.2 As-Built Total: 469.0 13797.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 142.0 0.7 99.4 Frame,Wood, Exterior 11.0 1453.0 1.70 2470.1 Exterior 1495.0 1.70 2541.5 Frame, Steel, Exterior 4.0 42.0 5.26 220.8 Frame,Wood,Adjacent 11.0 142.0 0.70 99.4 Base Total: 1637.0 2640.9 As-Built Total: 1637.0 2790.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Wood 20.0 6.10 122.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 165.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1491.8 0.60 895.1 Under Attic 30.0 1415.0 0.60 849.0 Single Assembly 4.0 188.0 4.75 893.0 Base Total: 1491.8 895.1 As-Built Total: 1603.0 1742.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 155.0(p) -37.0 -5735.0 Slab-On-Grade Edge Insulation 0.0 155.0(p) -41.20 -6386.0 Raised 204.0 -3.99 -814.0 Raised Wood, Post or Pier 19.0 204.0 0.77 156.3 Base Total: -6549.0 As-Built Total: -64Y9.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 2187.0 10.21 22329.3 2187.0 10.21 22329.3 Summer Base Points: 32493.8 Summer As-Built Points: 34594.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 34594.9 1.000 0.974 0.325 0.950 10401.9 32493.8 0.3573 11610.0 34594.9 1.00 0.974 0.325 0.950 10401.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 = Points .18 2187.0 9.76 3844.0 Double,Clear SE 1.5 13.0 6.0 5.33 1.01 32.5 Double,Clear SE 1.5 15.0 30.0 5.33 1.01 161.9 Double,Clear SW 1.5 11.0 38.0 7.17 1.01 275.8 Double, Clear SW 5.0 2.5 5.0 7.17 1.93 69.1 Double,Clear NE 1.5 11.0 38.0 13.40 1.00 508.8 Double, Clear NE 1.5 10.0 30.0 13.40 1.00 401.9 Double,Clear SW 1.5 8.0 16.0 7.17 1.03 118.2 Double,Clear SW 1.5 8.0 12.0 7.17 1.03 88.6 Double,Clear SE 1.5 4.0 6.0 5.33 1.23 39.2 Double,Clear SE 1.5 2.0 6.0 5.33 1.68 53.8 Double, Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double,Clear NE 1.5 10.0 45.0 13.40 1.00 602.8 Double,Clear NE 1.5 8.0 15.0 13.40 1.00 201.4 Double,Tint SE 1.0 6.0 62.0 7.18 1.04 462.1 Double,Tint NE 1.0 7.2 96.0 14.13 1.00 1355.9 Double,Tint NW 1.0 7.5 49.0 14.68 1.00 718.4 As-Built Total: 469.0 5178.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 142.0 3.6 511.2 Frame,Wood, Exterior 11.0 1453.0 3.70 5376.1 Exterior 1495.0 3.70 5531.5 Frame, Steel, Exterior 4.0 42.0 10.64 447.0 Frame,Wood,Adjacent 11.0 142.0 3.60 511.2 Base Total: 1637.0 6042.7 As-Built Total: 1637.0 6334.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood 20.0 12.30 246.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 453.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1491.8 1.20 1790.2 Under Attic 30.0 1415.0 1.20 1698.0 Single Assembly 4.0 188.0 6.90 1297.2 Base Total: 1491.8 1790.2 As-Built Total: 1603.0 2995.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive, Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 155.0(p) 8.9 1379.5 Slab-On-Grade Edge Insulation 0.0 155.0(p) 18.80 2914.0 Raised 204.0 0.96 195.8 Raised Wood, Post or Pier 19.0 204.0 0.88 178.7 Base Total: 1575.3 As-Built Total: 3092.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 2187.0 -0.59 -1290.3 2187.0 -0.59 -1290.3 Winter Base Points: 12414.9 Winter As-Built Points: 16763.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16763.0 1.000 0.990 0.467 1.000 7748.3 12414.9 0.5340 6629.5 16763.0 1.00 0.990 0.467 1.000 7748.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 2 2746.00 5492.0 50.0 0.92 2 1.00 2626.61 1.00 5253.2 As-Built Total: 5253.2 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11610.0 6629.5 5492.0 23731.6 10401.9 7748.3 5253.2 23403.5 EFP: ASS:D moil-THE ST9?�O.o tl -0 WE EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 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 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. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.1 The higher the score,the more efficient the home. 1595 Linkside Drive,Atlantic Beach, FL, 32233- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.50 _ 4. Number of Bedrooms 2 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft2) 2187 ft2 c. N/A 7. Glass area&type a. Clear-single pane 0.0 112 _ 13. Heating systems b. Clear-double pane 262.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.30 _ d. Tint/other SC/SHGC-double pane 207.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 155.0(p)ft _ c. N/A b. Raised Wood,Post or Pier R=19.0,204.Oft2 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1453.0 ft2 _ EF:0.92 _ b.Frame,Steel,Exterior R=4.0,42.0 ft2 _ b.N/A c. Frame,Wood,Adjacent R=11.0, 142.0 ft2 _ l_ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1415.0 ft2 _ 15. HVAC credits CF, b. Single Assembly R=4.0, 188.0 ft2 _ (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=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, 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) yo4zltE sT9T� in this home before final inspection. Otherwise,a new EPL Display Card will be completed o= s, based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: �c0D W'E *VOTE: The home's estimated energy performance score is only available through the FLARES computer program. TM This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 for a USEPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage(EE4 incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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:FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 2187.0 33.05 13012.3 Double,Clear SE 1.5 13.0 6.0 40.86 1.00 244.8 Double, Clear SE 1.5 15.0 30.0 40.86 1.00 1224.2 Double, Clear SW 1.5 11.0 38.0 38.46 0.98 1436.5 Double,Clear SW 5.0 2.5 5.0 38.46 0.39 75.8 Double,Clear NE 1.5 11.0 38.0 28.72 0.99 1076.3 Double,Clear NE 1.5 10.0 30.0 28.72 0.98 845.5 Double,Clear SW 1.5 8.0 16.0 38.46 0.94 580.5 Double, Clear SW 1.5 8.0 12.0 38.46 0.94 435.4 Double, Clear SE 1.5 4.0 6.0 40.86 0.76 186.5 Double,Clear SE 1.5 2.0 6.0 40.86 0.55 135.6 Double,Clear SE 1.5 6.0 15.0 40.86 0.88 541.4 Double, Clear NE 1.5 10.0 45.0 28.72 0.98 1268.3 Double, Clear NE 1.5 8.0 15.0 28.72 0.96 413.6 Double,Tint SE 1.0 6.0 62.0 34.32 0.96 2042.8 Double,Tint NE 1.0 7.2 96.0 23.92 0.99 2264.4 Double,Tint NW 1.0 7.5 49.0 21.12 0.99 1026.2 As-Built Total: 469.0 13797.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 142.0 0.7 99.4 Frame,Wood,Exterior 11.0 1453.0 1.70 2470.1 Exterior 1495.0 1.70 2541.5 Frame, Steel,Exterior 4.0 42.0 5.26 220.8 Frame,Wood,Adjacent 11.0 142.0 0.70 99.4 Base Total: 1637.0 2640.9 As-Built Total: 1637.0 2790.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Wood 20.0 6.10 122.0 Exterior 20.0 6.10 122.0 Adjacent Wood 18.0 2.40 43.2 Base Total: 38.0 165.2 As-Built Total: 38.0 185.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1491.8 0.60 895.1 Under Attic 30.0 1415.0 0.60 849.0 Single Assembly 4.0 188.0 4.75 893.0 Base Total: 1491.8 895.1 As-Built Total: 1603.0 1742.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 155.0(p) -37.0 -5735.0 Slab-On-Grade Edge Insulation 0.0 155.0(p) -41.20 -6386.0 Raised 204.0 -3.99 -814.0 Raised Wood, Post or Pier 19.0 204.0 0.77 156.3 Base Total: -6649.0 As-Built Total: -6229.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 2187.0 10.21 22329.3 2187.0 10.21 22329.3 Summer Base Points: 32493.8 Summer As-Built Points: 34594.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 34594.9 1.000 0.974 0.325 0.950 10401.9 32493.8 0.3573 11610.0 34594.9 1.00 0.974 0.325 0.950 10401.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge8/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 = Points .18 2187.0 9.76 3844.0 Double, Clear SE 1.5 13.0 6.0 5.33 1.01 32.5 Double,Clear SE 1.5 15.0 30.0 5.33 1.01 161.9 Double,Clear SW 1.5 11.0 38.0 7.17 1.01 275.8 Double,Clear SW 5.0 2.5 5.0 7.17 1.93 69.1 Double, Clear NE 1.5 11.0 38.0 13.40 1.00 508.8 Double, Clear NE 1.5 10.0 30.0 13.40 1.00 401.9 Double,Clear SW 1.5 8.0 16.0 7.17 1.03 118.2 Double,Clear SW 1.5 8.0 12.0 7.17 1.03 88.6 Double, Clear SE 1.5 4.0 6.0 5.33 1.23 39.2 Double, Clear SE 1.5 2.0 6.0 5.33 1.68 53.8 Double,Clear SE 1.5 6.0 15.0 5.33 1.10 87.7 Double,Clear NE 1.5 10.0 45.0 13.40 1.00 602.8 Double, Clear NE 1.5 8.0 15.0 13.40 1.00 201.4 Double,Tint SE 1.0 6.0 62.0 7.18 1.04 462.1 Double,Tint NE 1.0 7.2 96.0 14.13 1.00 1355.9 Double,Tint NW 1.0 7.5 49.0 14.68 1.00 718.4 As-Built Total: 469.0 5178.1 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 142.0 3.6 511.2 Frame,Wood, Exterior 11.0 1453.0 3.70 5376.1 Exterior 1495.0 3.70 5531.5 Frame,Steel,Exterior 4.0 42.0 10.64 447.0 Frame,Wood,Adjacent 11.0 142.0 3.60 511.2 Base Total: 1637.0 6042.7 As-Built Total: 1637.0 6334.3 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Wood 20.0 12.30 246.0 Exterior 20.0 12.30 246.0 Adjacent Wood 18.0 11.50 207.0 Base Total: 38.0 453.0 As-Built Total: 38.0 453.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1491.8 1.20 1790.2 Under Attic 30.0 1415.0 1.20 1698.0 Single Assembly 4.0 188.0 6.90 1297.2 Base Total: 1491.8 1790.2 As-Built Total: 1603.0 2995.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 155.0(p) 8.9 1379.5 Slab-On-Grade Edge Insulation 0.0 155.0(p) 18.80 2914.0 Raised 204.0 0.96 195.8 Raised Wood,Post or Pier 19.0 204.0 0.88 178.7 Base Total: 1575.3 As-Built Total: 3092.7 INFILTRATION Area X BWPM = Points Area X WPM = Points 2187.0 -0.59 -1290.3 2187.0 -0.59 -1290.3 Winter Base Points: 12414.9 Winter As-Built Points: 16763.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16763.0 1.000 0.990 0.467 1.000 7748.3 12414.9 0.5340 6629.5 16763.0 1.00 0.990 0.467 1.000 7748.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 2 2746.00 5492.0 50.0 0.92 2 1.00 2626.61 1.00 5253.2 As-Built Total: 5253.2 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11610.0 6629.5 5492.0 23731.6 10401.9 7748.3 5253.2 23403.5 EFPASS:] oe,THE sT,�T�o� C0D EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1595 Linkside Drive,Atlantic Beach, FL, 32233- 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 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-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.1 The higher the score,the more efficient the home. 1595 Linkside Drive, Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.50 _ 4. Number of Bedrooms 2 - b.N/A - 5. Is this a worst case? No - - 6. Conditioned floor area(ft) 2187 ft' c. N/A _ 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 262.0 ft? - a. Electric Heat Pump Cap: 100.0 kBtu/hr - c. Tint/other SC/SHGC-single pane 0.0 fe - HSPF:7.30 - d. Tint/other SC/SHGC-double pane 207.0 ff b.N/A _ 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 155.0(p)ft - c. N/A - b. Raised Wood,Post or Pier R=19.0,204.0ft' _ _ c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1453.0 ff _ EF:0.92 - b. Frame,Steel,Exterior R=4.0,42.0 ft' - b.N/A _ c. Frame,Wood,Adjacent R=11.0, 142.0 W - _ d.N/A _ c. Conservation credits - e. N/A (HR-Heat recovery,Solar 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=30.0, 1415.0 fV - 15. HVAC credits CF, _ b. Single Assembly R=4.0, 188.0 ft' _ (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=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, 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) �I-VftE SrA' in this home before final inspection. Otherwise,a new EPL Display Card will be completedO�� based on installed Code compliant features. F "" Builder Signature: Date: �- a Address of New Home: City/FL Zip: r�c0D we *NOTE: The home's estimated energy performance score is only available through the FLARES 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(EES incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu 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:FLRCNA-200) Tentfiratt of (orrupanc cfitu a Atlantic ltac4 -- Nloriba Bpartmut of Nuilbing Inspation This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the carious ordinances regulating building construction or use. For the fallowing. Use Classification qui aFaMil ReSidellCe Bldg.Permit No. _ 10958 Grow•f rame TYPe Construction0f Fire District_ 41antic Beach Owner of South Dint Drive S. of B Centex Homes Address .r, .TaC�36irv�T.r.cy�-1 3�.2 `I-6 B gyAddress 595 Linksidel r. Locality atlantic Beach, FL 3s 2 3 By: DON C. FORD Building ficial Date: POST IN A CONSPICUOUS PLACE r CITY OF Mwd4-c !?ea44-09"' Office of Building Official REQUEST FOR INSPECTION bate I Permit No.A) Time Received 3 Job Add Locality Owner's Name -- 7"o1V Contractor CONCRE4 ELECTRICAL PLUMBING MECHANICAL Ing Footing Rough Wiring Rough Air Cond.& :7 Temp,Pole Top Out Heating `fIStab 1i n E: wtion E Lintel v Final Sewer Fire Place Pre Fab READY FOR INSPECTION A.M.. on. ' Tues. Wed. Thurs. Friday P.M. Inspection Made RM, Inspector fe,460, Final Inspection E a. Certificate of Occupancy f-- Date — 4_� MAP SHOWING BOUNDARY SURVEY OF 0.' ZOZ;k 9 .�4'r'I9 O /00 AS SHOWN ON MAP OF S4161. V4 Z IAIIV'SIZ745 l A11'r 7 x/o AS RECORDED IN PLAT BOOK 47 PAGES 8644 OF THE CURRENT PUBLIC RECORDS OF DUVAL CO., FLA. FOR: cE'Nr'lcX J(1V 17.5 =-J00) Llay NOTE. BEARINGS SHOWN HEREON ARE BASED ON THE ABOVE MENTIONED PLAT, NOTE S'EE A774eMCD ZA64G 0--c-MVI.aT/Cl/t! �r�,wr �F xray «.1704 A16'4a5'Ad`�tr a � � r-a I eLe,r.(,4.00) A. VA Sk a 1$-,44 ire,$, c4 110, =• � © o � Qty * i PATIO IN 7 st l� �,1 4ki ►`` ,I'll[ ��-. /� � f r4�°��F aAuk --•.� ', �' �, to y � EASEMENT BAR D�TE�/T/4N ,�� ~� �A�C"ESS fA17 Mfl/NTEN/aNCE .� EQGE 4f 1vATE¢ m2 a' DRArh/AGE EA,SENT � a ' 511.0(,x' s C114s'040^S -60-00 1(� sECT'aAl /7, -7eJ;V,1S1.11,o 2 JlOell r'✓, r A.c/G� 2 9 ER57 i CITY OF 800SEML'dOLE ROAD ATLANTIC BEACH,FLORIDA 32233.445 TELEPHONE(904)247-5600 FAX(904)247-SM NOTICE TO: Mater Department FROM: Building Department DATE: � - A/'06 Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address ;.Law- S' erelp, Building Department /CITY OF 4&Adw- Be -A;" Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time ReceivedP , Job Addr Loc Owner's / Name Contract __ _ BUILDING CONCRETE ELECTRICALMECHANICAL Framing Q Footing Q Rough Wiring - uc Air Cand,& ❑ I Re Roofing Q Slab Q Temp Pole Q Top Out Heating Insulation Q Lintel Q Fina! Q Sewer Fire Place Q re Fab READY FOR INSPECTION` 4Zt& - _ A.M. Mon. Tues. Wed. Thurs, Friday P.M. t7` A.M. Inspection Made — —P.M. Inspector Final Inspection Y Certificate of Occupancy E Date Of 400-14 (� NSP o F � pecma N r pie J R�Qv MP cord'� g1NG ,- �eai�c�\�oe r3e N dt fob Rou e F�idaV - - O* arae Foo FQA V,4p1NQ `a\a`n l AEpa ed Q \S,sPo 0 oPa" 9 caaico9VAog _ � F�2t+Uc'��c oV Qoc Pe Uon \ns Tues Doo DATE PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: --------------------- - i----- - �/- ------ ----�m-- -- -------------------------- ------ ------------------------------------------------- ------ ------------------------------------------------- Enclosed are the blue copies of the permits. SINCERELY, BUILDIN INSPECTION DIVISION cc:FILE I C�t� OF �+�� " � %��e� N t��`ce '��ixd�n sped(\0 f ` 03o o{{ � �oN\N N° t �Q�tis PeC�;A pate � "' ontta°tOc P�-V ,N !U Fe e PtaGe f G ,- 0 n pce Fab P� tVIIGe`1ed 1 CP C SoP C?ut pM pA8�e E�-� �tnn9 fl ge\Nec Job r �ou9h ote D i day Gp.E�f� C ietnP P N F neer CSN Finat Sp�(,o thuis Name Fooiog � � �Ovk 1N �g � SOD o�Oe,�Ran6y� F 0o Pe anon ,�— Ge<c tnso �Uas_ � pate l' Mon. tnsPeOtjOn inSPeGtot NOTICE OF ADDITIONS or CORRECTIONS D• NOT REMOVE JOBB ADDRESS DATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 BLDGp.m. Monday through Friday. CITY OF qi.. 0 s A- Office of Building Official REQUEST FOR INSPECTION )ate ..__ �f)/ ��j Permit No. e c / li '< A. � 1 cera: M h_ .M. -- -- Job A r — ality ,_— )wner' _ Contractor 3UILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL rim c� i Footing Rough Wiring C; Rough ❑ Air Cond. & ❑ 3e RooNng E Slab G Temp Pole E. Top Out ❑ Heating nsu!at!or. L',ntel C', Final "I Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. hon. Tues. Wed. Thurs. Friday Q A.M. ispection Made / P.M. Final Inspection ❑ Certificate of Occupancy Ci Date _ __ CITY OF ATLANTIC BEACH, FLORIDA a Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:�!�^ 191, IMPORTANT NOTICE: , IN CONiiDERATION 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. b . ELECTRICAL FIRM: MASTEF JELECIANSIQNATURE - / NAME l �C®..�C . "� ADDRESS:/S- %--SA/ ,,L.LS - RFD BOX BLDG.SIZE BETWEEN: RESX AFT.( ) COMM.( ) PUBLIC,( ) INDUS.( ) NEW ` OLE) ( I REW. ( 1 ADDITION( ) TRAILER ( ) TEMP.( ) SIGNS ( 1 SO.FT. SERVICE: NEW)(( INCREASE( ) REPAIR l ) FEE CONDUCTOR SIZE � AMPS ,p COPPER ALUM. MMTCH OR BRE ER AMPS I P W VO AY EXIST.SERV.SIZE AMPS PN . W VOLT RACEWAY FEEDERS NO. SIZE N0. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0.30 AMPS. 51.100 AMPS. SWITCHES INCANDESCENT _ . FLUORESCENT&M.V. FIXED 0.100 AM Pe. OV[R APPLIANCES BELL TRANSF. AIR H.P.RATING N.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 OVER , MOTORS H.P. VOLTAGE PNS NO. 111,P. VOLTAGE PHS ►��ee�i � eNFnifc DEPARTMENT DF BUILDING CITY OFiATLANTIC BEACH PermiPERMIT UPOM - _-=- _- ..__. ___- t Numbe : Address hermit T e— MECHANICAL ATUA14TI C -BEACH, FLORIDA 32233 Class tai Work: "NEW C4nst r . Type. WOOD PUKE Lot :,Block*. Section: Pr posed Use: ST*XZ FAMILY Tewr la$p RNG: d Dwe"l l itigs; 1 Code: 0 Subdivision; $ELVA LINKSIDE I'stimated. Value: 50100 roprov.` cost .- $0.08 Tot al �e es: �-'$47 .00 A 0 Iia 14ork DeH% 'ORAL HEAT AND AIR I IMAX HOME 1411 _.... ADPL I CAS'I OIC Pus, TlTyPR $47.00 Ad T CK"I' FILORI ^Y WA " R IAT PSR S0.0 ji i ; 1i A Apr RAI/OI (JAS-H P R 4 Mq .Q $04W ON Ra e4; ,AH N AT' 'A A ...._ CAP 11A IMPROVE. $0 .00 Addy PB ,AC LZ,: FI► 3225"l CRC� S 'CONNECT It3R 10.00 Lion CAC 3 Type t O SRC` R IMPACT PER 0.00 CONS2. UItCHARG S 00 NOTES: NOTICE--ALL CONCRETE Ft�RMS AND FOOTINGS MUST BE INSPECTED BEFORE POU Rt�+IG PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDIW MATERtAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 13E PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED RVitAY BY EITHER CONTRACTOR OR OWNER«FA a1R ' `{ C+I t# .Y 1 ' N THE VH L 1E ;t�AW 0AN RESULT I - THCflPE f'fIPERh► INta'If10E`FtR " E3LCINW fiPIEEI " iSSU�ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AIT SUBJECT TO REW�QCA"I' III � N 4F APPLICABLE PROMS{ONS C?F LAW. 11MI 8! /11 i 11coI.i u7lctl BUIL{ I PART ENTcm x, k a BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC FJEACH ATLANTIC G►ACN, FLORIDA i81*3 APPLICATION 'FOR MECHANICAL- PERMIT CALL-IN NUMBER IMPORTANT -- Applicant to complete all items in sections 1, 11,.III, and IV. I. Suess Addnsr: 1595 LINKS,,IDE DRIVE LOCATION ------ OF letorsecting Streolsi letwee• ATT.ANITf: R And SEMINOLE ROAD BUILDING Sub•d)vi OR RFT.17A T. T.QT*E qq 11. IDENTIFICATION -- To be completed by all applicants la toasidoretioR of permit given for doing the work as detcribod in the ebeve state"Ohl we heitby Agree to Fe'fe— s44 »o•► with the etlochs+d pleas end specifications which are a port htaof and in accordance wire the City of JeclsowiP• ordi*notes s-.1 of good practice listed therein. "#&A 14 MANDARIN HEATING & AIR Contractors MolterCACA12623 Near of htper+y owaer CENTEX HOMES SiyasNrt of Owner Signature of W Arlhorisol Agent / Architect of Engineer Ill. 64ENE AL INFORMATION A' Type oI heating fres: e• FS OTN[R CONSTRUCTION 8EINti DONT ON �r acct is THIS SUIk,01N0 OR SITC 1 Y E S Q Gas—❑ V 0 Natural ❑ Control Utility IF YES, GIVE NUtAeER Of CONSTRUCTION O oil PeRCI1T 10958 ❑ other — specify IV. UKHM ICAL 60VINAGHT TO E11 INSTALLAO NATURE OF WORK (?&arise eoesptete fist of cotRporseab oR bad of this forms) 6,--Resident)ai or (I Commercial Hest 0 Space ❑ lt"assed Central O How �New Building 0 Air Conldwwia t C3 �nf (ral ❑ Existing Building hotaau wteriaD�� "� TIdC lknesr,.&1.. ,. ❑ RePlaeeme7lt of existing system wasimum capacity •.fees, A—Now installation(No system previously installed) O Refrigonl600 0 Extension or add-on to existing system C] Cooling so+ r: Capacity 9'P^ O Other— SpeCl(y -- r ❑ fire spriRklon: Number of Is" -- ❑ Elevate► ❑ woldiN 0 butetor- 11sumber) TNI$ 9f ACE FOR OFFICE USA ONLY ❑ Gosoxae pumps stumba+) r IRee.i»I) p Tanks,. (su mbw) Rensarka ❑ Lao C"ioi"" (tWAber) C) usfie"pewrre newt p sooner tonsil Approved It DoM p tZf►e.•.• Specar h►alit Fa- L15T ALL EQUIPMENT AIA CONDIITOMNG AND REFRIGERATION EQUIPMENT Number Vans DucsipUooa XO&I Number i[anutactaaras C(s a�Y A s TRANE 3 UL 10 . 00 �f 1``� �� CITY OF Office of Building Official -3 ) REQUEST FOR INSPECTION e Date _ Permit No. Time + A.M. Received PM. Job Add Locality Owner's Name BUILDCONCRETE ;LEfRIGAL PLUMBI GHANICA Framing Fooling ough Wiring Rough G Air I Re Rooting �� Slab I, Temp Pole Top Out Heating Insulation ❑ Lintel L7 Final Q Sewer •y>C—~-Fire Place J Pre Fab READY FOR INSPECTION ues. Wed Thurs, Friday APW Inspection Made f / _ PM. Inspector Final Inspection ❑ Certificate of Occupancy El `� Date c t TRANSMITTAL DOCUMENT FOR JEA DATE: /__ 61 - 9 6 The following permits 'have passed "rough" inspection: Permit No. Address Rnxxlaas&xxxexxxxxxXAxkuo*=apixmxwfxxfxkox pazmbtm. Please update your records accordingly. 'Thank y BUILDING CLERK CITY OF ATLANTIC BEACH /vcb ps��eaa 1:1431 DEPARTMENT OF BUILDING" CITY OF ATLANTIC BEACH .� .. PERMIT 'INFORMATION - -.._..;.--- LOCATION INFORMATION -.... ._. _ . Address Permit Number: 11031 . 1596-LINK.SIL# DRIVE P emit Type: PLUM8ING ATLANTIC BEACH. FLORIDA 32233 Cl sats ' work. N -- - __., _ LEGAL 'DESCRIPTION -�- 11 constr. Type,, WOOD. ?RAME Lat .^ Block: Section: Proposed Use: SINGLE FAMILY Township: R3�f3t D Dwe11ings: 1 Code. 4' Subdivision: SBL,WA LINI SID)? Estimated Value; B0.00 Improv. Cost :` Total Ise, s, 6I3 . 5E� A tex $60 . 50 D 1l " Work 7? UMBINO IN NEW HOME ------ RMATION --__--_ - -� - AAPPLICATION 'EEE O - �--.. " 'STATE �PzRm11 T, 5 60 .5 Q Ad If E DRIVE WATER IMPACT FEE $0 .00 CH, FL,OR I D 3 S fPAC FEE »tl0 P O A Al . RADON GAS-B-R.S." 76S'o" CICS (4 f , .. ,. T INFO ON ON _---_ _ RADON CAB * $0 .00 SIe I! R PLUMHI CAPITAL IMPROVE. $0.00 Address�� O IL,L+ SLA.. 3"21a CROSSCONNECTION SD .Btu' Li cep CPQ 4 Type* SEC H IMPACT PEE £?.QQ CONST`.`SURCHARGE i NOTES. NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE'POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUII�OING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 6E PLACED IN PUBLIC SPACE,AND MUST BE COED UP AND HAULED AWAY BY EfTHER CONTRACTOR OR OWNER f G IN- AILURE To C, LY.WITH THE MECHANIC'S LIER.LAW GAN RESULT 1'h ` R �PEFM- II E PAYING TIN#CE FOATHE-SUI DI,N i IMPRO'�'�NI� '�►" JS UED ACCORQING Tt7 APPROVED PLANS WHICH ARE PART OF THIS PERMIT"AND SUBJECT TO REVOCATI�°�C#R VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPARTMENT -31 N-- CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION. OWNER OF PROPERTY: BUILDING CONTRACTOR: PLUMBING CONTRACTOR AND ADDRESS: I TELEPHONE NUMBER: STATE LICENSE NO: TYPE OF BUILDING: TYPE OF WORK: t HOW MANY OF THE FOLLOWING FIX RES INSTALLED SINKS SHOWERS LAVATORY WATER HEATERS _BATH TUBS DISHWASHERS LURINALS DISPOSALS _ CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER C� TOTAL FIXTURE COUNT s $3.50 + $15.00 = $ [co J�l ---------------------------------------------------------------- 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 om DEPARTMENT 00 I$UILOING ?1B ►a d to 96Colt t 'm' +1 CITY OF ATLAN" BEACH . �. 64 PERMIT I'NPO MAT 1014 M�..__� � :». � . �_.. LOCIATION I NrORMAT I ON Permit Number: 10956 AVrees. 15951 LINXSIPE DRIVE Permit Type: BUILD 10 , ATLANTIC BEACRi PLORII,1��22� C1 s� tcrl NEW _ �� .._. LELE €C:` IP''Iw� ,.. Costr. Type: WOOD PSE' �- 99 B 6ck< Seetion: Proposed use. SINGLEPAMILY . x," "Township. NRD: . ' y� peg incee s 1 Cede,.,., '0 div ion: SELVh LI�i�CSIl3E i+Lr- C, C� - ' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address � IAV KS r p F r<1 Date_/ 6 2 - Heated Square Footage _@ $ per sq ft = $ `© tiara hed@ $ f -7-Q0 per sq ft = $ Carport/Porch (a $ 02) per sq ft = $ 3Z Z— Deck 0 @ $ O per sq ft = $ Patio ` , �0_ @ $ cF�o� per sq ft = $ 6 TOTAL VALUATION : $ Totalalu�t ' n 1st $ Ud o � �L77 $ Remaining Value S per thousand or portion thereof TOTAL BUILDING FEE $ v O + 1/2 Filing Fee $ (j ) Fireplaces @ $15 . 00 $ / - 00 BUILDING PERMIT FEE $ o & WATER IMPACT FEE $� _00 14 SEWER IMPACT FEE $ 2 oil WATER METER/TAP $ ,Q6_ CAPITAL IMPROVEMENT SEWER TAP $ _ ( ?=t®) RADON (HRS) . 0050 SECTION H PAVING ( ) $ HYDRAULIC SHARES $ 0 CROSS CONNECTION $ _ (,10 ) SURCHARGE . 0050 $ 4� � OTHER $ GRAND TOTAL DUE $ " 7 l� -ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: a --- .. CITY OF --- -- ?ROPERTY .OESCRIPTIOR • rgtfa*sP�c t�eac! - �Eozida 1i 7160CEANBOULEVARU ..ot �_q�___Block I__,_,____Section I_.9 P.O.BOX 25 91� tMC BEACH.FLORIDA 32233 ... ',� i ? � 9� TELEPHONE(S;041249-2.195 / 0 subdivisionsy � ar L/X15 / 1p 'street flame i / ,h U / ��• Building " �I�{��Cl DESCRP�TI�Ol OF MORN Ir Address s_L__ _lC.�1L5.i.iS%� If in a FLOOD HAZARD 'lood Zorses � ere• complete page 3. Brief Description s SI r1 I Class of Works **\\ (New/Remodel/Add it Lon) :ONING INFORMATION Type of Is,Conatruatlons JLv_1q� r¢m :ening __ Proposed J eistrictsu�Uses,� ��_, _ Estimated Value a_1,� q :xeeptione or Materials: {�_0�1 Sf-�CCo ariances Granteds�M Solid or �_�-__•�----------_ _.._.._.._ Filled Grounds— --Roots OWNER INFORMATION n /• Method o1 Heatingl,,, 1�G Property Ovner s___J�� .l.!P R G�---------- Phone s --- "ailing ��OoZ Address.._--.— .1��,lr.:...�� Q K S6 n v i I l e---t-' 1 •N_ 3a a CONTRACTOR INFORMATION Contractor3__-L!', _:LE'2�_, S.ir4 ------------ PhonesQW1,_ Mailing ��1 - Add rcan s S# --_ ------------ ------ zips_3a a!`'------ Q/� Awa Expiratio License Numbers--- �Qo 5�--------------------- Dates wa; --� 4`------ I NCRCSV CLRTIPT TNAT I NAIL RtAD AND CKAMINCO TNIs APPLICATION AND KNOW TMC SAN[ TO •t TRVC AND CORRLCT. ALL PROTIsfOlfs Or TUU LAMS AND OROINANCCST OOYERNIMO THIS TTPC OP WORK WILL •C COMPLItO MITN. MNtTNtN sr=rzLD xwmz* OR NOT. THU ORANTIMO Or A PCNNIT Does NOT tRC:unt To t OIV6 AUTNORITT TO VIOLATC OR CANCCL TUC PROVISIONS OP ANT rCOCRAL. STHTC OR LOCAL RULE5. ♦. RCOULATIONS. OROXNANCIM ON LAMS iN ANT MANNCR, INCLUOINO TUC OOVtRNINO OP CONSTRUCTION OR TNC PCRFORNANCt OP CONSTRUCTION Or THC PROJCCT. I UNDtRSTANO THAT TUC issuANCt OF THIS •CRniT is v=�y •�,,. COIITINOCNT uroN TUC ASOve INT'ORNATION a INO TRUC AND CORIICCT AND THAT TUC PLANS AND SUPPORTIMG /♦ • '� DATA NAVt atiN OR SHALL at PROVIOtO As EOUIR Owner Signature -- _ _ - - -----------Date_/ ` 90 r t ��2 G ��`t;a•1•;�! Contractor Signature _-- _-- ----------Date-- _-- -{ t• �.. - FLOODPLAZN DEVELOPMENT INFORMATION Type of Developments..... Flood Zone Required Lowest Floor Elevation* If building is located within a flood hazard zone, a survey must be made AFTER THE BLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established dor that scone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on ':f1].e with the Building Department. CONNENTS2 Applicant Acknowledgements I understand that the issuance of this permit is continent upon the . above information being correct and that the plans and supporting data have been or shall be provided as required. I spree to comply with all applicable provisions of Ordinance Ho. 23-7-11 and all other laws or ordinanceo affecting the proposed development. Date_____ —___Applicant•s Signature_______ ------------------- -------------------------------------------.-=.------- Department Use R4quired Lowest Floor Elevation ___________ Agj Built Lowest Floor Elevation ................. Survey Filed with Building Department ___________ Building-Department Rapresantative page 3 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 TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET. LAVATORY 6 BATH (8) TUB OR SHOWER STALL (6) r Z WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) COMBINATION SINK AND TRAY (3) _Z_WASHING MACHINE (3) POT, SCULLERY SINK (4) DISHWASHER (2) Z WASH SINK EACH SET OF FAUCETS (2) LKITCHEN SINK (2) DENTAL LAVATORY (1) --L— TCHO SINK WITH WASTE 3 DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET ( ) URINAL STALL, WASHOUT (4) SLUSHING Rim SINK (S) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET w DRINKING FOUNTAIN (1/2) BLOWOUT (2) LICE MAKER (1/2) LAVATORY, BARBER/BEAUTY S'— SHOP (2) SURGEONS SINK (3) _.�_LAVATORY, SURGEONS (2) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS 26 1S 4 $20.00 EACH JOB INFORMATION_ ./ �� -N Gl S OE � R!NANGIAI.PRINTING 0'>~ entice of �nmmeneement (PACIAIIC IN OUPLICATC) To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information is stated In this NOTICE OF COMMENCEMENT. Description of property #!_L__ �J _�L_�1�5.1_��___ ---_t-----------------------• Ln k5,d!L-t =-----------•-----------------------------------------------------. According to plat thereof--recorded-in _plat -book 41 -2 pages_ ------- --- ------- - -- - - ---- - of the current public records of Duval County Florida General description of improvements __________________________________________________________________-__. Construction of Single Family Residence with Garage on concrete slab ------------------•----------------------------------------------------------------------------------------. Centex Real Estate Corporation Owner ---------------------------------------------------------------------------------------------------- 6620 Southpoint Drive Suite 400 Jacksonville Florida 32216 Address ------------------------------------------------------------------------------------------------- Fee Simple Owner's interest in site of the improvement ---__________________________________________________-_--_-__- Fee Simple Title holder (if other than owner) _____________________________________________________________. Name ---------------------------------------------------....------------------------------------------------ Address -------------------------------------------------------------------------------------------------- sclime as owner Contractor ------------------------------------------------.------------------------------------------------ Address -------------------------------------------------------------------------------------------------- Surety (if any) ----------------------------,--------------------------------------- ------------------------- Address -----------------------------------------------------------------Amount of bond $-------------- Name and address of any person making a loan for the construction of the improvements, Name ----------------------------------------------------------------------------------------------------- Address -----------------------------------------• ------------------------ ------------------------------ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served; Name _Metropolitan_Title_&_Gua ��nt�y__Q ------------------------------------------------ 6620 Southpoint Dr Suite 400 Jacksonville , Florida 32216 Address --------------------------------------------------- --------------------------------------------- In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06 [21 [b], Florida Statutes, (Fill in at Owner's option). Name ---------------------------------------------------------------------------------------------------_- A».u.. _. _____________-_-.------------------------------- Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 99 SL 2 BUILDER: CENTEX AND ADDRESS: 1595 LINKSIDE DR PERMITTING ICLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1778.00 6. Predominant eave overhang (ft. ) 6. 1.00 7. Porch overhang length (ft. ) 7 . 0 .00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 270.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 .00 , 162 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) lOa-2 R=11.00, 1821.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 221.00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=19 .00 , 1001.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 7 . 10 15.Hot water system: 15. Type: Electric EF: 0 .90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17 .Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.71 a. Total As-Built points 19a. 31841.73 b. Total Base points 19b. 31934 .34 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: BQ _� compliance in accordance with Section DATE: JO-d�-95" 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: � �-PQ�.y BUILDING OFFICIAL: DATE:- /6-a to- g 5� DATE ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 .7 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear I -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 19.0 {---------X----------- ) R-0 R-7 Wall R-Value. . . . . . . . . 11.0 ( --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- ) AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . 10.0 IX-------------------- , HEATING SYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 7 . 1 I -X------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0.88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1----X---------------- 1 0.54 0 .90 Gas EF. . . . . . . . . . . . . . 0.00 1--------------------- 1 0.40 0 .80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: (_�� 4-� o �-rc� —Date: /6 C i t y/z i p(2ft A�,JI A 3a2J b Florida ErVergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 60OA-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 99 SL 2 BUILDER: CENTEX AND ADDRESS: 1595 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_I 31_1 OWNER: CENTEX PERMIT N0. JURISDICTION NO.261100 1. New construction or addition 1. New Construction CK 2 . Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4. If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq. ft. ) 5. 1778.00 6. Predominant eave overhang (ft. ) 6. 1 .00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 270.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 162 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1821.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) lOb-2 R=11.00, 221.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19.00 , 1001.00sgft 12.Air distribution systems a. Ducts ( Insulation + Location) 12a. R= 6.00 , uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14 .Heating System: 14 . Type: Heat Pump HSPF: 7 . 10 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99.71 a. Total As-Built points 19a. 31841.73 b. Total Base points 19b. 31934 . 34 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates dation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed /y � �� this building will be inspected for PREPARED BY: l (vf�( compliance in accordance with Section DATE: /0-d4"4, - 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: ��t ®w BUILDING OFFICIAL: - --- DATE: /0=a 9J' DATE: - Department of Community Affairs SN: 5411 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Whole Building Performance Method A NORTH PROJECT NAME: 99 SL 2 BUILDER: CENTEX AND ADDRESS: 1595 LINKSIDE DR PERMITTING CLIMATE ATLANTIC BEACH, FL 3 OFFICE: ATLANTIC BEA ZONE: 11_1 21_1 31_1 OWNER: CENTEX PERMIT NO. JURISDICTION NO.261100 CK 1. New construction or addition 1. New Construction 2. Single family detached or Multifamily attached 2 . Single-Family 3. If Multifamily-No. of units 3. 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5. Conditioned floor area (sq.ft. ) 5. 1778 .00 6. Predominant eave overhang (ft. ) 6. 1.00 7 . Porch overhang length (ft. ) 7 . 0.00 8. Glass area and type: Single Pane Double Pane a. Clear Glass 8a. O.Osgft 270.00sgft b. Tint, film or solar screen 8b. O.Osgft O.00sgft 9. Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0.00 , 162 .00 ft 10.Net Wall type area and insulation: a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11.00, 1821.00sgft b. Adjacent: 2 . Wood frame (Insulation R-value) 10b-2 R=11.00, 221.00sgft 11.Ceiling type area and insulation: a. Under attic ( Insulation R-value) lla.R=19.00 , 1001.00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6.00 uncond 13.Cooling system 13. Type: Central A/C SEER: 10.00 14.Heating System: 14 . Type: Heat Pump HSPF: 7 . 10 15.Hot water system: 15. Type: Electric EF: 0.90 16.Hot Water Credits: (HR-Heat Recovery, 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17 . 2 18.HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18. CF HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 99. 71 a. Total As-Built points 19a. 31841.73 b. Total Base points 19b. 31934 . 34 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code. Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: /0-o-6, 9j 553.908 F.S. I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: Q 8c c) BUILDING OFFICIAL: ^-- DATE: lo-4&-is- DATE: 0 - ******************************************************************************* SUMMER CALCULATIONS _-= BASE -__ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 58.00 65.8 3816.4 DBL CLR N 14 .0 38.3 .94 504 .0 DBL CLR N 14 .0 38. 3 .94 504.0 DBL CLR N 17 .0 38.3 .94 612.0 DBL CLR N 13.0 38.3 .94 468.0 E 68.00 65.8 4474 .4 DBL CLR E 6.0 79.7 .95 454 .3 DBL CLR E 15.0 79 .7 .95 1135.7 DBL CLR E 15 .0 79. 7 .95 1135.7 DBL CLR E 15.0 79.7 .95 1135.7 DBL CLR E 6. 0 79.7 .95 454 .3 DBL CLR E 11.0 79.7 .95 832.9 S 144 .00 65.8 9475.2 DBL CLR S 14 .0 66.2 .91 843.4 DBL CLR S 14 .0 66.2 .91 843.4 DBL CLR S 15.0 66.2 .91 903.6 DBL CLR S 15.0 66.2 .91 903.6 DBL CLR S 42 .0 66.2 .91 2530.2 DBL CLR S 11 .0 66.2 .91 662.7 DBL CLR S 11.0 66 .2 .91 662.7 DBL CLR S 11.0 66.2 .91 662 .7 DBL CLR S 11.0 66.2 .91 662 .7 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1, 778.00 270.00 .988 17, 766.00 17,548.86 ( 15,911 .58 NON GLASS------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1821.0 .9 1638. 9 Ext Wood Frame 11.0 1821.0 1.70 3095.7 Adj 221.0 .7 154 .7 Adj Wood Frame 11 .0 221.0 .70 154.7 DOORS---------------- Ext 21 .0 6. 1 128. 1 Ext Wood 21.0 6. 10 128. 1 Adj 18 .8 2 .4 45. 1 Adj Wood 18.8 2 .40 45. 1 CEILINGS------------- UA 1001.0 . 6 600. 6 Under Attic 19.0 1001.0 1. 10 1101. 1 FLOORS--------------- Slb 162 .0 -37 . 0 -5994 .0 Slab-on-Grade .0 162 .0 -41.20 -6674 .4 INFILTRATION--------- 1778.0 8 . 0 14224 .0 Practice #2 1778.0 8.00 14224.0 TOTAL SUMMER POINTS 28, 346.28 27,985.90 TOTAL x SYSTEM =- COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 28,346.28 . 37 10,488. 12 1 27 ,985.90 1.00 1. 100 .340 .860 9,001.39 n n u u n u u u e n e u u u tt u n u n n n u it u n n n a u u ti if u u u u u tt u u u u n n n u u n n u u n u u u u u u u n tt n tt n tt u u u n u u u u n u n u u tt WINTER CALCULATIONS ******************************************************************************* BASE ___ ( _-= AS-BUILT GLASS--------- ORIEN AREA x BWPM = POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 58.00 -10. 6 -614 .8 DBL CLR N 14 .0 7 .3 1.09 111.4 DBL CLR N 14 .0 7. 3 1.09 111.4 DHL CLR N 17 .0 7 .3 1 .09 135.3 DBL CLR N 13.0 7 . 3 1.09 103.4 E 68.00 -10 . 6 -720.8 DBL CLR E 6 .0 -9.2 .85 -46.9 DBL CLR E 15.0 -9.2 .85 -117 .3 DBL CLR E 15. 0 -9.2 .85 -117 .3 DBL CLR E 15.0 -9.2 . 85 -117 .3 DBL CLR E 6.0 -9.2 .85 -46.9 DBL CLR E 11 . 0 -9.2 .85 -86.0 S 144 .00 -10 .6 -1526.4 DBL CLR S 14 .0 -28.4 .96 -381.7 DBL CLR S 14 .0 -28 .4 .96 -381.7 DBL CLR S 15.0 -28.4 .96 -409.0 DBL CLR S 15.0 -28.4 .96 -409.0 DBL CLR S 42 . 0 -28 .4 .96 -1145. 1 DBL CLR S 11.0 -28.4 .96 -299.9 DBL CLR S 11 .0 -28.4 .96 -299.9 DBL CLR S 11.0 -28.4 .96 -299.9 DBL CLR S 11 .0 -28.4 .96 -299.9 ----------------------------- -------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- . 15 1,778.00 270.00 .988 -2,862 .00 -21827 .02 ( -3,996.27 NON GLASS------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1821.0 2 .2 4006.2 Ext Wood Frame 11.0 1821.0 3.70 6737.7 Adj 221 .0 3 . 6 795. 6 Adj Wood Frame 11.0 221.0 3.60 795.6 DOORS---------------- Ext 21 .0 12 .3 258.3 Ext Wood 21.0 12. 30 258.3 Adj 18.8 11.5 216.2 Adj Wood 18.8 11.50 216.2 CEILINGS------------- UA 1001 .0 1.2 1201.2 Under Attic 19.0 1001.0 2.00 2002.0 FLOORS--------------- Slb 162 .0 8.9 1441 .8 Slab-on-Grade .0 162 .0 18.80 3045.6 INFILTRATION--------- 1778. 0 7 .4 13157 .2 Practice #2 1778.0 7 .40 13157 .2 TOTAL WINTER POINTS 18,249.48 22,216.33 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 18,249.48 .55 10, 037 .21 1 22,216.33 1.00 1. 100 .478 1.000 11,681.35 u u t4 II II II {I II N II II II 11 II ii II 11 II Il II II It II II II 11 II If 11 II II II II It II II II II II li II 11 II fl II 11 II II II Il II 11 II 11 II II II II It II II If II II I{ II II II 1{ II 11 If 11 II II 11 II II II ******************************************************************************* WATER HEATING BASE ___ ( __= AS-BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------- 3 3803.0 11,409.00 50 .90 1.000 3719.7 1.00 11, 159.00 SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT COOLING HEATING HOT WATER TOTAL ( COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 10488. 1 10037 .2 11409 .0 31,934 . 34 9001.4 11681 . 3 11159.0 31,841.73 * EPI = 99.71 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 .7 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- ) The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- � INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 19.0 1 ---------X----------- I R-0 R-7 Wall R-Value. . . . . . . . . 11 .0 1 --------------------X1 R-0 R-19 Floor R-Value. . . . . . . . . 0.0 IX-------------------- I AIR CONDITIONER. . . . . . . . . . . . . 10.0 SEER 17 .0 SEER. . . . . . . . . . . . . . . . . . . . 10.0 IX-------------------- I HEATINGSYSTEM. . . . . . . . . . . . . . 6.8 HSPF 12 .0 Electric HSPF. . . . . . . . . . . . 7 . 1 I -X------------------- I WATERHEATER. . . . . . . . . . . . . . . . 0 .88 0.96 Electric EF. . . . . . . . . . . . . . 0.90 1 ----X---------------- 1 0.54 0.90 Gas EF. . . . . . . . . . . . . . 0.00 ( --------------------- 1 0.40 0.80 SolarEF. . . . . . . . . . . . . . --------------------- I OTHERFEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address:(yg325ac`f/ ;.17)e 6<_ Signature: �f 8Q Date: /0- City/z i"dkoNwLU O-City/Zi"doNwLU 3Z Florida ergy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5411 * RESMANUJ(c) WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING EPI92-FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A. ) ------------------------------------------------------------------------------- NAME :99 SL 2 ADDRESS : 1595 LINKSIDE DR CITY :ATLANTIC BEACH OWNER :CENTEX BUILDER :CENTEX Conditioned Floor Area : 1778 SF * Climatic Conditions & Design Conditions ---------------------------------------------------------------------------- Geographical Location : Florida I Jacksonville ---------------------------------------------------------------------------- North Latitude / Elevation 30 Deg. / 24 Ft. Above Sea Level Outdoor Winter Dry Bulb 32 Deg. F Indoor Winter Dry Bulb 70 Deg. F Winter (Actual) Temp.Diff. 38 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 94 Deg. F Outdoor Summer Wet Bulb 77 Deg. F Outdoor Summer Humidity Ratio 114 Indoor Summer Relaltive Humidity 50% Indoor Summer Design Grains / Lb. 49 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F @ 64 Gr/Lb Summer Daily Range 19 Deg. F - L Summer (Actual) Temp.Diff. 19 Deg. F Summer (User Sel) Temp.Diff. (sTd) 20 Deg. F ---------------------------------------------------------------------------- * HEATING SUMMARY * * COOLING SUMMARY * ------------------------------------------------------------------- SUBTOTAL 30001 . 13 STRUCTURE SENSIBLE 16999.99 MECH.VENT- 225 Cfm 4702 .50 SENS. + MECH.VENT : 21702.49 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 1500.06 DUCT GAIN 2470.25 TOTAL LOSS/BTUH 31501. 19 TOTAL SENSIBLE 27172 .74 TOTAL LATENT 14657 .58 -------------------------------------------------------------------- 20% OVERSIZE FACTOR 6300.24 20% SENS.OVRSZE FTR: 5434 .55 ACTUAL + 20% OVERSIZE: 37801 .43 ISENS. + 20% OVERSIZE: 32607 .29 -------------------------------------------------------------------- * EQUIPMENT SELECTION * -------------------------------------------------------------------- EQT. MANUF. MODEL # TYPE HTG INPUT HTG OUTPUT AFUE/HSPF SENSIBLE CLG LATENT CLG TOTAL TONAGE (S)EER CLG CFM HTG CFM -------------------------------------------------------------------- * L O A D C A L C U L A T I O N TYPE Inside Shade Sc Area Loss/Btuh Gain/Btuh GL A S S---------------------------------------------------------------------- East Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 15 .00 435.00 690.00 East Double Clr Drapes/Blinds 1 15. 00 435.00 690.00 East Double Clr Drapes/Blinds 1 15.00 435.00 690.00 East Double Clr Drapes/Blinds 1 6.00 174 .00 276.00 East Double Clr Drapes/Blinds 1 11.00 319.00 506.00 North Double Clr Drapes/Blinds 1 14 .00 406.00 224.00 North Double Clr Drapes/Blinds 1 14 .00 406.00 224.00 North Double Clr Drapes/Blinds 1 17 .00 493.00 272 .00 North Double Clr Drapes/Blinds 1 13.00 377 .00 208.00 South Double Clr Drapes/Blinds 1 14 .00 406.00 350.00 South Double Clr Drapes/Blinds 1 14 .00 406.00 350.00 South Double Clr Drapes/Blinds 1 15.00 435.00 375.00 South Double Clr Drapes/Blinds 1 15.00 435.00 375.00 South Double Clr Drapes/Blinds 1 42 .00 1218.00 1050.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 South Double Clr Drapes/Blinds 1 11.00 319 .00 275.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 South Double Clr Drapes/Blinds 1 11.00 319.00 275.00 Infiltration : Winter Htm ( 20.83 ) x 270.00 5624 . 10 Infiltration : Summer Htm ( 5.06 ) x 270.00 1366.20 --------- --------- --------- Window Frame : Metal SUBTOTALS: 270.00 13454 . 10 9022.20 R-Value Area Loss/Btuh Gain/Btuh WA L L S---------------------------------------------------------------------- Wood Stud - Ext. 11 1821.00 6555. 60 4552.50 Wood Stud - Adj . 11 221.00 795.60 375.70 --------- --------- --------- SUBTOTALS: 2042.00 7351 .20 4928.20 D0 0 R S---------------------------------------------------------------------- Solid Core/Wood - Ext. 0 21 .00 598.50 266.70 Solid Core/Wood - Adj . 0 18.80 417 .36 78.96 Infiltration :Winter Htm( 20.83 ) x 39.80 829.03 Infiltration :Summer Htm( 5.06 ) x 39.80 201.39 --------- --------- --------- SUBTOTALS: 39.80 1844 .89 547.05 CE I L I N G S---------------------------------------------------------------- Under Attic 19 1001 .00 2102 . 10 2502 .50 FL 0 0 R S-------------------------------------------------------------------- Slab on Grade 0 162 .00 Lin.Ft. 5248.80 000.00 * TOTAL STRUCTURE SENSIBLE * ------------------------------------------------------------------------------- 30001. 13 24702 .49 ------------------------------------------------------------------------------- A1' A" t o �c7 J ^; J n CP 2- ' 2a - Iran 4 TA E THIS DWG. PREPAR FROM COMPUTER INPUT OAODIMENSIONS) SUBMITTED Y TRUSS MFR. CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) CHORD 2x4 SP 02 N UPLIFT (LB): 120 PLF WEBS 2x4 SP 03 BRG.LOC (FTI: OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 5.00 PSF (TOP} AND 5.00 PSF (BOTTOM) . RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED J BE PROPERLY ATTACHED TO THE 80TTON CHORD. WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. --------------------------------------------------------------- PLATES ARE 1.5X3 EXCEPT AS NOTED. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift --------------------------------------------------------------- MNM UPLIFT MMM I MMM HANGER MMM H5 - -4550(Jacka Only) I HUS26 - + 27510 -12860(100 1ply) MTS12 - -1000# HUS26 - + 3315# -15500(!6d 1010 MTS12 - -2000/(2 Each) HHUS48 - + 4299! -1660000d 2ply) MTT268 - -3786/(2 Each) (fOtl) HHUS48 - + 5180 -20000116a 2ply) MTT288 - -44550(2 Each 16d HGUS48 - + 66400 -21991 IOU 200 MST60 -1 -4688#(Per 2ply) HGUS48 - + 8000# -26500 16d 2ply) CS150 - -1650#(Each) HGUS5.5- +11335# -39451 16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'6" 5'6" 1 3X4 6 P7 CT) tU 2X5(D i) X5 (D 1) Ly 11 ' R=94 plf W=11 ' G T5SED: 10 984 T. TYP.-ALPINE DESIGN CRIT-TPI OTY - i TOTAL - 1 REV. 17.3s SCALE -0.5000 ALPi NE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREMt CARE 10/24/95 T C LL 30 .0 PSF REF 2 *I MPORT AN T IE*BNALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTIGN ANO 1)11M1MN �' - TC OL 7 .0 PSF DATE 10/24/95 DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY. BRACING. SEE HIB-BI BY TPI. SEE THIS DESIGN A �� ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBa BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` ALPINE CONNECIORS ARE MADE OF 200A GKY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED, TDP - - BC OL 10 .0 PSF DRWG A446 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY 13RACEO WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM-CHORD IT BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. SBO G I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -SEE STATE OF TOT.LD. 47.0 PSF O/A LEN. 1 1-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS O IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/01) FOR PROPER - * P'� SEAL ON THIS ORAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS OAS�.,Q'� ouR.Fac. 1 .33 IN ONLV. AND SMALL NOT 8E IEliEO UPON IN ANY OTHER WAY. DESIGN TD THE TRUSS ERECTION CONTRACTOR. INEEA`'-` TPI ♦/+ /� TPI - TRkAS P1 ATF INSTITHTF. MRS - 1991 NATTONAt RF91r.N SPFr.IFirATION Fop M�N�rnN^ ni,f nN rr....r SPACTNG PQ (1- Tyf1T' r NMN - (5-32741 T99 7 1 MM THI DWG. PREPARED FROM COMPUTER INPUT LOAD DIMENSIONS SUBMITTED Y T MFR. CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 0991 SBC) CHORD 2x4 SP 02 N UPLIFT (LB): 310 310 WEBS 2x4 SP 03 BRG.LOC (FTI: 0.00 10.71 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP} AND 5.00 ASF (BOTTOM( . .ECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED WITHIN A 8.50' END ZONE FROM EDGE OF THE ROOF. (GIO CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. --------------------------------------------------------------- I BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EOUAL UPLIFT/HANGER REQUIREMENTS (fl-Gravity (-)-Uplift --------------------------------------------------------------- N** UPLIFT NNx ) mxN HANGER ■*x( )) MTS12 - -1000�(Jacks Only) HUS26 - + 3315# -15500(f6a #ply) MTS12 - -20000(2 Each) 1 Hi�1S4B - + 42990 -16600110d 2ply1) MTT288 - -37860(2 Each 1fOtl)I HHUS48 - + 51800 -200001160 2ply) MTT288 - -44550(2 Each) (16tl)I HGUS48 - + 66400 -21991(fOtl 2P 1y I MST60 - -4688#(Per 2ply) 1 HGUS48 - + 80000 -26500(160 2ply) T CS150 - -1650#(Each) i HGUS5.5- +113350 -3945#(16a 3ply --- ----------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 5'6" �T" 5 6 --7- 4 X 4 TI I m m 4"32X6(A 1) lot X6 (A1) 8' i.5X3 �--2' 11 2' --{ R=670# W=3"B R=670# W=3"B 3.. To DESIGN CRITftTPI OTY - 2 TOTAL - 2 REV. 17,3s SCALE10Og3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REOUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF AEF _ *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING I NG IN HANDLING, ERECTION AND ^ '\ OEYIAT]OM FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE NIB-Bf 8Y tPl. SEE THIS DESIGN IUs I Fa��. TC DL 7.0 PSF DATE 10/24/95 ^ \`UYVv'►v\ FA URE TO BUILD THE TRUSS IN CONFORMANCE WITH OMIT BY MI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ALPINE CONNECTORS ARE MAGE OF 200A fiALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. 10P - BC DL 10 .0 PSF ORM(G ARAB GR B EXCEPT AS NOTED. APPLY COANECTORS 10 EACH FACE OF CHDRO SMALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG n\ CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TOT.LO. 47 .0 PSF 0/A LEN. 1 1-0-0 CONFORM N/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER �0R10� p: SEAL OM THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FIxM1$N A COPY OF iM25 ��.c,Q � DUR.FAC 1 .33 - 1%ONLY. ANO SHALL NOT BE RELIED LIFO" IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONtRACTOR. #NEE '1:` .--rat TIWK.•5 R AHF TNSTIIUTF NAS f9Rt N 7AV I 11.exr�rar.aTv,a+•ro��r,..Ka�.,�*•�.� aa....... SPArTNr ?d fl" rvnc rnmN 15-32741 LO 99 1 T THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS1 SUBMITTED BY TRUSS MFR. CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP 12 N UPLIFTttLB : 120 PLF WEBS 2x4 SP 13 BRG.LOC (FT�: OVER CONTINUOUS SUPPORT TRUSS DESIGNED FOR 100.00 MPH WINO, 19.05 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (SBC) T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 3 GABLE END WILL SUPPORT UP TO 2'0' OVERHANG ALONG THE TOP (+)-Gravity H-Uplift RD. REFER TO DRAWING GE-001, GE-002, OR 876,719 FOR STUD --------------------------------------------------------------- TICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO x*x UPLIFT Xxx I xxx HANGER mm* NSFER ALL HORIZONTAL WINO LOADS INTO THE ROOF AND CEILING H5 4551(Jacks Only) I HUS26 - + 27510 -12860(100 1ply) PHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE MT512 10000( 1 HUS26 - + 33150 -1550 0 16tl 1ply PONPORTI2'0'TTOP/BOTTOMUSPLITT ROODING FLOAD ON IOW SIDE. ALSO MTSMTT288 -37861(2 EachJll0tl)� FMS48 + 5180! -20000(tOo 16tl 2ply) MTT288 -44550(2 Each) lll6tl)) HGUS48 + 66400 -21990 100 2ply) BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL MST60 = -468B/(Per 2ply) 1 HGUS48 - + 80000 -26501(160 2ply) IGN. CEIL;NG AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND CS150 -1650#(Each) I HGUS5_5_-+113351 -39451(169 3ply) TRUSS TO WALL CONNECTIONS. --------------------- ----------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOOOLOC. ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 WODOLOC. �----- 5-6- 5'6" ( 3X4 Q 6 � (U 2X4 (Di) X4 (D0 qu Li u17'7" R=94 plf W=11 ' � .STYP.—A PINE DESIGN CRIT=TPI OTY - TOTAL - i REV. 7.2m SCALE7-0 5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT aE RESPONSIBLE FDR ANY ARNING IN HANDLING, ERECTION AND�YIAftON fROM THIS DESIGN OR iNESE SPECIFICATIONS. OR ANY BRACING. SEE NI6-01 aY TPR. 6EE THIS DESIGN �1�' ' TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TAM IN CONFORMANCE MI 7N 99Ta8 By TPI. FOR ADOI 11ONAL SPECIAL PERMANENT BRACING RE ` -ALPINE CONNECTORS ARE MADE OF 2064 GALY. STEEL MEETING ASTN QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 10 -0 PSF DRWG 4448 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER - 5606 - 1RUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N - BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS MITN PROPERLY ATTACHED RIGID CEILING -- SEE sr4rE OF _ T 0 T.LD. 4 7 .O PSF D�a LEN. 1 1—0-0 CONFORM M/APDL(CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE O/1/Cil FOR PROPER CO pIOM p SEK ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS JOUR.FAC. 1 .33 IN ONLY, AND SHALL NOT LIE RELIED UPON IN ANY 01HER NAY. OESIGk TO t1E tRUSS ERECTION CONIRACTOR. rNEE '�. ., •--IPI • TMISS RATE INSTItUIE, NDS - 1991 NATIONAL DESIGN SPECIFICATION FOR NOin rDN51M,rTTnN N�NNt,,,0 SPACING 24 0" ITYCIP DG A A( 4LQT 99 T6 WO Common THIS DWG. PREPARED FR MOMPUT R T A DIMEN I S SUBMITTED Y TRUSS MFR. ' CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP 02 N UPLIFT (LB1: 340 200 WEBS 2x4 SP /3 BRG.LOC FT): 0.00 10.75 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.22 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . 1IGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS J BE PROPERLY ATTACHED TO THE BOTTOM CHORD. M-Gravity (-)-Uplift ------------------- -------------------------------------- ANN UPLIFT ANN ) mmx HANGER KA* H5 - -4558(Jacks Only) HUS26 - r 27510 -1286#(100 1p1y) MTS12 - -10000 1 HUS26 - i 33151 -1550006d 1ply) MTS12 - -20000(2 Each )! HWS48 - + 4299# -16600110Q 2ply MYT288 44551((2 Each) 116011 HHGUS48 = + 66401 -209/((`f0A 2ply CS150 - -1650j(Eachlply) 1 HHGGUS5 5- +1813350 -39450(i6d 3ply) , REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 500.17 LBS. --5'6- 04 m cn ) 2X6(82) X6(B2) /}�17 7" 1.50 �--2' 11 ' R=682x« W=3"8 R=500# W=3" GGT410 SED: 82309 T.-TY .-ALPIN DESIGN CRIT=TPI OTY - 3 TOTAL 3 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN NANOLING. ERIEctION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �`'US F''� TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD INE TAM IN CONFORMANCE WITH 05188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - � OALPINE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. lop - - BC OL 10 .0 PSF ORWG A446 OR B EXCEPT AS NOTEO. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY aRACEO WITH PROPER 5606 AM TRUSS O NNLE9S OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD N BC LL 0 .0 PSF R A G NE CONCTORS PER DRAWINGS 130. 150 S $BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of _ TDT.LD. 47.0 PSF Q/A LEN. 11-0-0 COfORM N/APPLICABLE PROVISIONS OF NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/61) FOR PROPER (p p10' P.` SEA ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED WERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q' OUR.FAC . 1 • 3 3 IN ONLY. A%O SmAu NOT BE RELIEG uPON IM ANY OTHER MAY. DESIGN TO THE TRUSS ERECT IOM CONTRACTOR. ..., . .,... M.1. .._., , , 11.. rNEE�?,. CpArTnTr. DA n' T_ rnmm 4 7 M N GIRDER THIS NG. P PAA FR M MPUT R P T L AO DIMENSIONS) SUBMITTED Y TRU MFR. CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x6SP I1 Dense UPLIFT ((LB): 200 240 400 530 WEBS 2x4 SP /3 BRG,LOC (FT1: 0.00 6.75 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.51 FT MEAN HEIGHT WITH I . LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSEDDORDFULAD LY OPEN BUILOINGPSF ) (SBC)i---AND 5.00 PSF 180--0-- --------------------------------------------------------------- S GIRDER DESIGNED TO CARRY 11-00-00 TRUSSES FRAMING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TOM CHORD FROM ONE SIDE AND 02-00-00 FRAMING TC/BC SPLIT (+)-Gravity (-)-Uplift iMOTHER SIDE. -------------------------------------------------- xxW UPLIFT WWx I xxx HANGER xxx IIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. H5 - -455/1Jacks Only) I HUS26 - + 27514 -1286/{{106 1ply T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -10000 1 HUS26 - + 33150 -15500(166 1plyl NTS12 - -20000(((2 Each)) (t I HHUS48 - + 42991 -16601(106 2p]y) MTTMT7288 -44551(2 Each) (166)l HGUS48 - + 66400 -21990(10d 2ply) MST60 - -46880 Per 2ply) HGUS48 - + 80000 -26500(1166 2ply + CS150 - -16500 Each) HGUS5.5- +113350 -39450 t66 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 999.81 LBS. 2X2 O Q 3X4(AS) 1 2 7r I R=1091# W=3"B R=1000# W=3" G - T11 EO: 74108 T. TYP.—A PINE ESIGN CRIT-TPI OTY - i TOTAL - i REV. 7.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF AEF t *IMPORTANT''t*SHALL NOT eE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ARADEVIATION FROM TRIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIS-91 9Y TPI. SEE THIS DESIGN �111�r �� TC DL / .O PSF OATE 10/24/95 FAILLM TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB aY TP1. FOR AOOITIONAL SPECIAL PEAMENT BRACING RE ,ALPINE CONECTORS ARE MADE OF 206A GALV. STEEL MEETING ASTM aHREMENTS. UNLESS OTHERWISE INDICATED. TOP BC OL 10 •0 PSF DRWG A146 OR a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY GRACED WITH PROPER 5606 TRUSS AND UNLESS OIHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- GEE - STATE OF TOT.LO. 47.0 PSF Q/A LEN. 7-0-0 CONFORM*/APPLICABLE PROVISIONS OF NOS 9 TPI. AN ENGINEER'S ALPINE TECINICAL UPDATE 17/1/911 FOR PROPER ' f'J SEAL ON iHl4 DRAWING APPLIES /0 THE COMPOtENt DEPICTED"ERE DRYWALL APPLICATION. fUM1I9H A COPY OF THIS rnE Q,"� OUR.FAC. 1 .33 !N ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. tTn`4_ .--TPI • MAS Pt ATE RHSTITuM NOS - 1991 NATTONAI OFSIr.N SPErtFtr In rnn Nnnn rn•eTa: :.�,• �''+ SPACTNG SFF AROVF rvnr �PF(' j e 4 T T t4 H THIS W P PA FROM TER INPUT (LOADS 6 MEN ION SUBMITTED Y TRS MF , ' CHORD 2X4 SP ,Plm PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED• CHORD 24 6 SP 02 N UPLIFT (FTL81: 1070 970 WEBS 2X4 SP #3 BRG.LOC : 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.59 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING (SBC) . iIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+!-Gravity (-)-Uplift IECIAL LOADS www UPLIFTwI ww www HANGER www ------------------------------------------------ H5 - -455#(Jacks Only) HUS26 - + 2751# -12861 100 1pIY1 - From 74 PLF at -2.13 to 74 PLF at 7.00 MTS12 - -10000 1 HUS26 - + 33150 -15501 16d 1ply) - From 161 PLF at 7.00 to 161 PLF at 10.67 MTS12 - -20000(2 Each 1 HHUS48 - + 42990 -1660# lod 20 - From 74 PLF at 10.67 to 74 PLF at 23.46 MTT288 - -3786#(2 Each (100)) HHUS48 - + 51800 -2000#116d 2ply)) - From 20 PLF at 0.00 to 20 PLF at 7.00 MTT288 - -44550(2 Each (f6a1� HGUS48 - + 66400 -21998 10d 2ply) - From 45 PLF at 7.00 to 45 PLF at 10.67 MSt60 - -4688f(Per 2ply) HGUS48 - + 80000 -26500 16d 201y) - From 20 PLF at 10.67.to 20 PLF at 21.33 CStgO - -1650#(Each) HGUS5.5- +11335# -39450 16d 3ply) t 576 LB Concentrated Load at 7.00 --------------------------------------------------------------- 1000 LB Concentrated Load at 10.67 REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS (�- — 21 '4" ( 4X8 1.5X3 4XB m 1 .5X3 1.5x3 0 617 v _ 3X7 (B S) X7 (B1) 6'3 17.7„ 4 4X 3XIO 3 IX4 �--2' 21 -4" 2 -� �---7' 3'8" - 10'8" R=2287# W=3"8 576# 1000# R=2011# W=3"8 G T112 EO: 74110 T. TY- .—ALPINE DESIGN CRIT=TPI OTY TOTAL - i REV. 17.2m CALE -0.2500 ALPINE ENGINEERED PROp1MS. INC. TRUSSES REOUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY ARNING IN NANOLING. ERECTION AND DEVIAt10N FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIS-91 eY TPI. SEE THIS DESIGN �`� '� TC DL 7.0 PSF DATE 10/24/95 FAILURE TO BUILD TIRE TAfSS IN CONFORMANCE WITH OSIN BY 1P1. FOR ADDITIONAL SPECIAL PERMANE141 BRACING REALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM DUIREMENTB• UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 -0 PSF ORWG A446 GR A EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SAACED WITH PROPER - - FAUSS AND(MESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD w55oe BC LL 0 .0 PSF R A G CONNECTORS PEM DRAWINGS 130, ISO 0 ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE sure OF T 0 T.L 0. 47.0 PSF 0/A L E N. 2 1-4-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER G 0 R10� P•` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. ? OUR.FAC. 1 .33 IN ONLY, ANO SHALL NOT BE REL IEO UPON IN ANY OTHER WAY, DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE t^-.` [. ♦/+ �+ h• /� 1 1 (� c--iPi . TW MHC PI AIF INCfi tl lTc NAC . 190• NITInNAI 11cQ if.N QPff is iflllnN fnn rnnn nm•c tnrt.�.• ',''Tt,.....,11 ` gpAr ,TNi, P4 1I'• Tvnr HTYC; T T *4 H N . PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTED Y TRUSS HFA. I CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. i CHORD 2x4 SP 12 N UPLIFT (LB): 650 640 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 20.09 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . =LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) -------------------- ------------------------------------------ 41GID CEILING OR CONTINUOUS LATERAL BRACING AT 24` O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ;T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)"Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT MMM I xxx HANGER xxx H5 455#(Jacks Only) 4 HUS26 - + 2751# -1286#00d iply MTS12 - -10000 I HUS26 " + 3315# -15504(16d 1ply� MTS12 " -2000#`(2 Each) (( I HHUS48 - + 42990 -1660000d 2ply MTTMTT288 " -44550(2 EaChI (l6d� HG S48 " + 66400 -21991(fOtl 2ply) MST60 " -46880(Per 2ply) HGUS48 - + 80000 -26501(160 201y) CS150 16500 Each) 1 I HGUS5.5- ♦11335# -39451(160 3ply ----- ---------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 9 --314" i 91 4X 4X5fR) T I m 1 .5X3 .5X3 0 6p In 3X4 (B1) X4 (81) 6'3 17'7" 4 3X7 3X4 1-2- 21 -4" 2 R=1155# W=3"8 R=1155# W=3"B 13 {7.2TYP.-ALPINE DESIGN CRIT=TPI OTY TOTAL REV. 17.2m KALE7-0.2500 ALPINE ENGINEERED PROOUCTS, INC. TRUSSES REOUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF t X IMPORTANT**SHALL NOT BE RESPONSIBLE FDRANT ARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-SI BY TPI. SEE THIS DESIGN e1N TC OL 7 •O PSF 0ATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTSB BY TPI FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CQ"CIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 1O .0 PSF DRWG MA6 W B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OtHERWISE LOCATED ON THIS DESIGN, POSITION Ly ATTACHEO PLYWOOD SHEATHING. BOTTOM CHORDBC LL O •O PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - TOT.LD, 47.O PSF DSA LEN. 21-4-0 CONFORM N/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (1/1/911 FDR PROPERSEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THISouR.FAC. i .33 IN ONLY, ANO SnAtL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 INE TRUSS ERECTION CONTRACTOR. � ^^ww /^� ('��--TPI . TfANq fM AIF INS tLIUlf, Mf)$ �_1991 NAT TnNAI nFSIr.N sm riI lr AI tnN Fnq "nm rnr Tm,rytm, '�f rrrrr+l`1 SPACTNG ?d `l" T-nr HT Pc; CHORD 2x4 SP T T4 MM WG. PREPARED FROM COMPUTERINPUT LOAD DIMENSIONS) SU MITT Y TRUSS MFR. ' #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP 82 N UPLIFT (LB1: 650 640 WEBS 2x4 SP f3 BRG.LOC FT : 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.51 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM). LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . +IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS J BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- --------------------------------------- mmx UPLIFT xxN ONO HANGER Nxx H5 - -4558(Jacica Ohly) 1 HUS26 - + 2751! -1286. 100 1ply)) MTS12 - -10000 1 HUS26 - + 33158 -155081160 iply) MTS12 - -20000(2 Each)) (( I1I HHUS48 - + 42990 -16608 100 2ply) MTT288 - -4455012 Each) (i60j1 HGUS48 - + 66401 -21991(f OG 2ply NST60 - -4688#(Per 2ply) HGUS48 - + 80008 -26500(160 261y CS150 - -16508(Each) I HGUS5.5- +113358 -39458(1(0 3plyl ---------------------- ---------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS �--- 108M 1018" 4X4 1 m = 1.5X3 1.5X3 6(7 U7 3X4 (81) 3X4 (81) 6'3 17'7" X4 3X7 �2' 21 '4" R=1155# W=3M8 R=1155# W=3"8 T. TYPO-ALPINE DESIGN CRIT-TPI QTY 2 TOTAL = 2 REV. 17.2m SCALE74 012500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN ,Amxjm. ERECTION ANO DEVIATION FROM IVIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN �11 �/�� TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITM OSTa8 BY M. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - , �ALPINE CONIECIORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUUIEMENTS. UNLESS OTHERWISE INDICATED. TOP - BC OL 10.0 PSF DRWG A446 OR 8 EXCEPT A9 NOTED APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - _ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATIACHED PLYWOOD SHEATHING. BOTTOM CHORD 606 BC LL 0 •0 PSF R A G CONMECIOM PER DRAWINGS M. 150 B TBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE of _ T 0 T.LD. 47.0 PSF D/A LEN. 21-4—O CONFORM W/APPLICABLE PROVISIONS OF NOS G tPl. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 0RID �'C,Q'` OUR.FAC. 1 .33 ONLY.OY. AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 TME TRUSS ERECTION CONTRACTOR. INEEA`' ��` .__ • TPI - TTAf..S P1 ATE INSTITUTE. NOS • l"I NATTONAI. OESTON SPFC.IFTrATIAN FOA Wn M1c 111r 11 i.....N SPACiNr, P4 0" TVnt- rnmN 4 T '4 COMMON THI DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS SUBMITTEDY TRUSSMFR. l CHORD 2X4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP #2 N UPLIFT (LB1: 650 480 WEBS 2x4 SP #3 BRG.LOC 1FTI: 0.00 21.04 TRUSS DESIGNED FOR 100.00 MPH WIND, 20.51 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) --------------------------------------------------------------- IIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS J BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 1+)-Gravity (-)-Uplift ------------------- ---------------------------------------- **m UPLIFT NMx xxx HANGER xMx H5 - -4550(Jacks Ohly) I HUS26 - + 2751# -12860(100 1ply) MTS12 - -1000• 1 HUS26 - + 33151 -1550#(16d 1plyl) MTS12 20000(2 Each) I HWS48 - + 42990 -16600(10d 2ply) MTT28B - -3786012 Ea2 E.ch 10d HHUS48 - + 51806 -20001 16d 2ply) CS150B -4650# 10d 2ply) (Each)Perp1 �6011 HHHGGUSS 5- +i8335# 3945/116d 30000 -2650006a ply) + + ---------------------------------------------------- ---------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 108 10 '8" 4X4 1 m = 1.5X3 1.5X3 6 C;-,- tL') 3X4 (B 1) X4 (81) 6"3 �177" X4 X 21 '4 R=1165# W=3"8 R=994# W=3"8 T.'Ty�.-ALPINE DESIGN CRIT-TPI OTY 7 TOTAL - 7 REV, 17.2m SCALE7-0 2500 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF *IMPORTANT)(*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN - A�1111t"mf- ONFORN - TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTSB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE � - VVj ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOP BC DL 10 •0 PSF DRWG A446 GR 11 ExCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHIORD SHALL BE LATERALLY BRACED WITH PROPER - O .O pSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING• BOTTOM CHORD BC LLCONNECTORS PER DRAWINGS 130. 150 G 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STTOT.LD. 47 .0 PSF (]�A LErv. 21-4-0 W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER P�SEK ON THIS DRAWING APPLIES 10 INE COMPONENT DEPICTED HERE DRYWALL APDL ICAtION. FURNISH A COPY OF THIS .`IN ONLY, ANO SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. '• FDUR.FAC. 1 33 tNE ,: SPAC.TtJ ?4 �" TVnr' rnmN -IPI •_(PISS PI_ATF fNSTI III/F, NDS 1991 NATTON AI DFS 1fN SPF F.TF.f Al if1N F09 Yf,M1 rt•N.STP�•f+fin•; �� T99 1 112 *4 TRAY —THISDWG. PREPARE FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUBMITTED Y TRUSS MFR. T CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. f CHORD 2x4 SP 12 N UPLIFT (LB): 650 480 WEBS 2x4 SP /3 BRG.LOC (FTI: 0.00 21.04 Wedge 2x4 SP /3: TRUSS DESIGNED FOR 100.00 MPH WINO, 20.47 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DICTED HORIZONTAL MOVEMENT IS 0.18' DUE TO LIVE LOAD ENCLOSED OR FULLY OPEN BUILDING (SBC) . 1 0.10' DUE TO DEAD LOAD AT ONE SUPPORT. --------------------------------------------------------------- TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 'LECTION CRITERIA IS L/360 LIVE AND 1-/240 TOTAL LOAD. (+)"Gravity (-)-Uplift --------------------------------------------------------------- SX4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO xxx UPLIFT xWW WxW HANGER WWx BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING M5 455/(Jacks Only) HUS26 - + 2751/ -1286/(fOd !ply) MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A MTS12 - -10001 1 HUS26 - + 3315/ -15501(16E 1ply� SUITABLE SUPPORT BY ERECTION CONTRACTOR. MTS12 - -20001(2 Each) I HHUS48 - + 4299/ -16601(fOE 2ply MTT288 - -37861(2 Each) (10E) HHUS48 - + 5180/ -20001(160 2ply 11GIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTT28B - -4455/(2 Each) (16d)l HGUS48 - + 66401 -2199/(SOLI 2ply iT BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MST60 - -4688/(Per 2ply) HGUS48 - + 80001 -26501116E 2ply CS150 - -16501(Each) I HGUS5.5- +#11335/ -3945/06E 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 1018" 10'B" —� 5X9 I 1 .5X3 0 P 3X6 6 (A) 3X4 to 4X6(F3) 1'4' 4X4 X4 (Bi) 6.317'7" a 4 5X6 1. X3 .X �2' +-4'3"8 17'0"8 21 '4" —� R=1160# W=3"8 R=999# W=3"B GTE0: 74120 T. TYP.116-ALPINE DESIGN CRIT-TPI OTY - TOTAL - i REV. 7.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF K XIMPORTANT )E SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND I\ _ DEVIATION FROM Mtr IS DESIGN OR fSE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS OESIGN �T''us 11 f'�., TC OL 7 .0 PSF DATE 10/24/95 ^ \\UvwVIA\v FAILURE TO BUILD THE TRUSS IN CMfORKANCE WITH QSfS5 BY TPI. FOR ADDITIONAL SPECIAL PEFWANENT BRACING RE - ` ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING AS7H OUIREHENTS. UNLESS OTHERWISE INOICAIEO, TOP BC DL 10 .0 PSF ORWG A446 GR■EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND U61 ISS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BUTTON CHORD x BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S 160A-F. DESIGN PROPERLY STANDARDS WITH PPERLY ATTACHED RIGID CEILING -- SEE STATE Of _ 1 OT.L D. 47.0 PSF OSA LEN. 21-4-0 CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/90 FOR PROPER 0 p10 , SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. a DUR.Fac. 1 .33 IN ONLY. AND Slwt NOT BE RELIED UPON IN ANY OTHER WAY DESIGN TO )HE TRUSS ERECTION CONTRACTOR. `" "•-TPI Im",M'If INSTITIIIE, NOS - 1991 NATIONAI OFSIr.N SPrr IFIrAi Fnn wren rn.•e rni,�+i n.� '/'� �.... I \ SParTNr, 74 n" T\'r1r gYFI 5- 74 T j '4 TRAY P GABLE THIS DWG. PREPARED FROM COMPUTE INPUT LOAD 6 DIMENSIONS) SUBMITTED Y TRU MFR, CHORD 2x4 SP /2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. CHORD 2x4 SP /2 N WEBS 2x4 SP /3 :W13 2x4 SP /1 N: A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. )VIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. THIS GABLE END WILL SUPPORT UP TO OVERHANG ALONG THE TOP "IFT (LBI: 480 840 CHORD. REFER TO DRAWING GE-00i. GE-002. OR 876,719 FOR STUD ;.LOC (FT : 0.00 15.33 VERTICALS AND BRACING DETAILS. GABLE END HAS BEEN DESIGNED TO )SS DESIGNED FOR 100.00 MPH WINO. 20.47 FT MEAN HEIGHT TRANSFER ALL HORIZONTAL WIND LOADS INTO THE ROOF AND CEILING H DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . DIAPHRAGMS. CONNECTION AND DESIGN OF THESE SYSTEMS ARE THE :LOSEO OR FULLY OPEN BUILDING (SBC). RESPONSIBILITY OF THE BUILDING DESIGNER. THIS TRUSS WILL ALSO ------------------------------------------------------------- SUPPORT 2'0' TOP/BOTTOM SPLIT ROOF LOAD ON ONE SIDE. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS (+)-Gravity (-)-Uplift MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ------------------------ BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. MRW UPLIFT xxx I xBW HANGER *WM -455/(Jacks Only) IHUS26 - + 275!/ -1286/ 100 1p1y1 ALL PLATES ARE 1.5X3 EXCEPT AS NOTED. -10001 HUS26 - + 33151 -1550/ i6d 1ply) ;i2 - -2000/(2 Each HHUS48 - + 42991 -1660/ i0tl 2ply "28B 3786/12 Each) (foal HHUS48 - + 5180/ -2000/ 16d 2ply� 288 - -4455/ 2 Each)) (16d HGUS48 + 6640/ -2199/ 10d 2ply :60 - -4688/ Per 2ply) I HGUS48 - + 8000/ -2650/ !6d 2ply 150 - -1650/ Each) I HGUS5.5- +11335/ -3945/ 16d 3ply -ERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL 'IGN, CEILING AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND TRUSS TO WALL CONNECTIONS. I GABLE STUD VERTICALS, UNLESS OTHERWISE NOTED: I VERTICALS LESS THAN 4'0': 1.5X3 ALPINE, 13 WOODLOC. I VERTICALS GREATER THAN 4'0': 2X4 ALPINE, 23 NOODLOC. 10'8" -� T 6X7 I} 10X10 Q 6 p U] U7 3 I16 1) 14 X 3X4 (D 1) 1 1:=34 5X121 .5X415.7 8 _5,81,8 1 �_4'3"8"8 17'0"8 21 '4" _I R=639# W=3"8 R=1366# W=3"8 86 T. TYP3-A PIN DESIGN CRIT-TPI OTY i TOTAL = i REV. 17.2m SCALE100. 1875 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF _ t 1(I MPORT ANTIS I(SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN �1�j111 ''� - TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO SUItO INE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADOIIIONAL SPECIAL PERMANENT BRACING RE , �� '' �ALPINE CONNECIORS ARE MADE OF 20GA DALY. STEEL MEETING ASTM WIRREMENIS. UINLESS OTHERWISE INDICATED. TOP BC OL 10 .0 PSF ORWG A446 OR B EXCEPT A$NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606TRU$$AND VINES$OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHOiOBC LL O .O psF JRK coNNECTORs PER oRAWINGs tw. Iso c 1BOA-F. aestGN sTArROARos WITH PROPERLY ATtACMEO R1GI0 CElUNG -- SEESTATE OF TOT.L0. 47.0 PSF 0/A LEN. 21-4-0 CONFORM M/APPLICAetE PROVISIONS OF NDS C TPI. AN ENGINEER'$ ALPINE TECHNICAL UPDATE (7/1/9.1 FOR PROPER C O RIO' SEAL ON THIS DRAWING APPLIES to THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F ,mac Q OUR.FAC. i .33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO 111E TRUSS ERECTION CONTRACTOR. rNEEP`'�• f� /�♦N� •--TPI • IMAS Pt ATF TNSTITUTE. MIS • 1991 NATIONAI OFSIr.N SPcrTFI TTTW con conn rnr�ctn�ir�rn.� 'I'' H.,....1�T SPArTNr. 74 0" TV(]G f;ARI 4 T '4 TRAY THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ' CNORO 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP 12 N UPLIFT (LB): 480 840 WEBS 2x4 SP 13 :W5 2x4 SP 01 N: BRG.LOC (FT): 0.00 15.33 TRUSS DESIGNED FOR 100.00 MPH WIND. 20.47 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) --------------------------------------------------------------- 1X4 13 HEM-FIR OR BETTER CONTINUOUS LATERAL BRACING TO TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS BE EQUALLY SPACED. ATTACH WITH (2) SO NAILS. BRACINGW-Gravity (-)-Uplift ----------- MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A --------------------------------------------------------------- SUITABLE SUPPORT BY ERECTION CONTRACTOR. xxx UPLIFT NNN xxx HANGER xxx H5 = -4551(lacks Only) I HUS26 + 27510 -12861(100 1ply) IIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. MTS 12 - -10000 I HUS26 - + 33150 -15500(160 1ply) ;T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. MTS12 - -20000(2 Each) (( I HHUS48 + 42990 -16600110d 2ply) MTT288 = -44550(2 Each) (16d)l HGUS48 + 66401 -2/99%(10d 2p)y) MST6046880(Per 2ply) ► HGUS48 + 80001 -26500(160 2ply) + +CS150 - -16500(Each) I HGUS5.5- +113350 -39450(16d 3ply --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS 10'8" �� 10,8" _I m 6X6 t 1 .5X3 0 6 F,;- 3X4 W5 3X4 (F3) 1.4• X4 3X4 (B i) 6"3 i 17'7" d 4 4X5 (R) 4X4 I .5X4 15'7"8 - 5'8"8 ----� ( _2' +-4'3"8 17'0"8 im 21 '4" R=796# W=3"8 R=1362# W=3"8 G = T17 SEG: 74123 T. TY .—ALPINE DESIGN CRIT=TPI OTY - 5 TOTAL - 5 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF *IMPORTANT)()(SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN "NNNNNNI• TC OL 7 .0 PSF DATE 1 0/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTS&13Y TPI. FOR ADDITIONAL SPECIAL PEAMAtfNT BRACING RE - • �� F '� ALPINE CONNECIOPS ARE MADE OF 206A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG O ARAB G11 B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SMALL RE LATERALLY BRACED WITH PROPER - . 5(106 - (\��(/\�_\\ TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL A 0 .0 F� PSF RAG CONNECTORS PER DRAWINGS 170. 150 L 160A-F, DESIGN SiAN0AP05 WITH PROPERLY ATTACHED RIGID CEILING SEE STATE OF - TOT.L D. 4 7 0 PSF 0/A LEN. 21-4-0 V CONFORM M/APPLICABLE PROVISIONS OF IDS L IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER C OAS9-,-p- SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. -� INEE�`'." N--IPI • IT"N55 WAIF INSIITUTF N - 194 NAT pNAI OES CN SPFf.IFII'AII�N Fps MI;(Ip('flHSTglrt'TION ••NNlI��1•�` SPACING 24.0" TYhF SPFC T 4 Mon VAULT THISDWG. PREPARED FROM COMPUTER INPUT (LOADS_& DIMENSIONS) SUBMITTED Y TRUSS MFR. CHORD 2x4 SP #22 !N KBWARNING! 1 UNPLATED JOINT(S)MB CHORD 2x4 SP 11 N WEBS 2x4 SP 03 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. UPLIFT (LB): 200 200 200 240 260 BRG.LOC (FT): 0.00 1.71 6.67 8.37 15.71 LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT 15.00 FT. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING (SBC) T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS M ALL SUPPORTS TO SOLID BEARING. (+)-Gravity (-1-Uplift --------------------------------------------------------------- KKK UPLIFT KKK I KKK HANGER KKK H5 - -455i(Jacks Only) 1 HUS26 - + 27511 -12861(100 (ply) MTS1NTS12 - -2000#(2 Each) HH0 1 US48 - + 42991 -1660#(f0tl 2ply MTT288 - -3786/12 Each) (100) HHUS48 - + 51800 -20001(160 2ply) MTT288 - -4455/(2 Each) (16tl)1 HGUS48 - + 66400 -2199#(!00 2p1y1 4 MST60 - -4688#(Per 2ply) ( HGUS48 - + 80001 -2650!1160 2ply) CS150 - -1650#(Each) I HGUS5.5- +11335# -39451(160 3ply ------------------------------------------------ REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS 2X2 2'2"14 15'6"6 3X4 3 1 6 � 1.5X3 12'9"6 . 412'1"11 d4.5 lII 10'3"6 —8 4 �m 4, 11N8m 7.4„ �---- 16' R=-124# W=3"8 R=-161# W=3"8 R=401# W=3"8 R=762# W=3"8 R=626# W=3"8 GT118 SED: 10389 T. TY .-ALPINE DESIGN CRIT-TPI OTY - 1 TOTAL - i REV. 17.2m SCALE -0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF t IMPORTANT X*SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANDDEVIATION FROM THIS OESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �T,IVs' �� TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD IME TRUSS IN COIFIXMANCE MIT"OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE , � - ALPINE CONNECIORB ARE MADE OF 200A GALV. STEEL MEETING ASTM QUIREHENTS. ULESS OTHERWISE INDICATED. IOP - BC DL1O O PSF ORWG A446 GR B EXCEPT A9 NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED KITH PROPER , 5605 O O PSF JRICTRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD K - BC LLCONNECTORS PER OiAWINDS 130. 730 C 160A-f. DESIGN SIANDAROS MIIM PRDPE/tr ATTACHED RiGiO CEILING -- SEESTATE OF _ TOT.LD. 47 .0 PSF D/A LEN. 16-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS C TPI. AM ENGINEER'S ALPINE TECHNICAL UPDATE l7/1/911 FOR PROPER l 0 R1� T P� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS �. Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO INE TRUSS ERECTION CONTRACTOR. INEEIRS �+ �+ A ^ /� /''� �-;IPI HM NSS/N ATF 1�f1111-1F Nf15_.1991 NATINNAI f7FSifN SF'(riFlrw,,N Tn�,wNln�� fnv;tltlMl!I1N , ... �PA1.TN" ;)4.` " Tvnr- MI INTI T 4 Mono o VAULT THIS DWG. PREPARED FR M COMPUTER INPUT LOADS 6 D MENSIONS UBMITT BY TRU MFR. CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. CHORD 2x4 SP 12 N UPLIFT (L81: 660 490 WEBS 2X4 SP 03 BRG.LOC FT : 0.00 16.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- ;IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/MANGER REQUIREMENTS ,T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- M ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT xxx ( xxx HANGER xxx H5 - -4550(JaCka Only) I HUS26 - + 2751: -12860(foci fply) MTS12 - -10000 I HUS26 - + 3M -15508(16ci 1ply MTS12 -20004(2 Each I HHUS48 - + 42990 -f6601(fOtl 2plyI MTT288 - -37861(2 Each (100)1 HHUS48 - + 51800 -20000(16a 2ply) MTT288 - -44550(2 Each (1601 HGUS48 + 6640E -2199/(10ci 2ply) MST60 - -4688#(Per 2ply) I HGUS48 - + 8000! -26501(16tl 2ply) CS150 - -1650#(Eacn) I HGUS5.5- +113350 -3945#(16ci 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS MAXIMUM GAP BETWEEN RIGHT BEARING WALL AND END WES - 1/2' 3X3 --- 7'15 17'7" 3X4 .5X3 3X4 3X4 LL 0 1 .bX4 3X4 6 d 4.5 2X7 (A i) 43 9.9. �- 2' -�--- 16'3"8 --� R-931# W=3"8 R=753# W=3"8 G T 19 SEG: 7404 T. TY .-ALPINE DESIGN CRIT-TPI OTY - 8 TOTAL 8 REV. �117.2m SCALE -0. 500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FGR ANY ARNING IN HANDLING. ERECTION AMD 0DEVIATION FROM tNIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN ` � � � TC DL I .0 PSF DATE 10/24/95 FAILURE IO BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `Q\\\\ ALPINE CONHECtORB ARE MAGE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTg. UKESS OTNERMISE INDICATED. TOP - BC OL 10 0 PSF DRWG OM46 QA B EXCEPT AS NOTED APPLY CONNECTORS TO EACH FACE OF CHORD S,UALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IGOA-F. DESIGN STANDARDS MITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD.LD. 47 .0 PSF OSA LEN. 16-3-8 CONFORM M/APPLICABLE PROVISIONS OF NDS L TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FOR PROPER L 0 p10� Q; 1 .33 SEAL ON THIS GRAVING APPLIES TO TME COMPONENT DEPICTED HERE fxTYMMI APPLICATION. FURNISH A COPY OF THIS Q pUR.FAC. _ IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OCHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. M nr`In ' INEE,1` RPAf Trir, P4 n^ „r,� __IPI - iT F.i nr ATF tN-,1TT„TF ,..Nn, • 1991 NATmNAI nFw,,Snrf,f,•'n T;fV ff`r' w rn� '" 4 TT15 11 *0 MONO VAULT THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITT Y TRUSS MFR. 1 CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. r CHORD 2x4 SP 02 N UPLIFT (LB): 460 320 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 10.75 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. =LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- 1IGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 3T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- IM ALL SUPPORTS TO SOLID BEARING. xxx UPLIFT kxx ( Mxx HANGER Mxx H5 - -455f(Jacks Only) I HUS26 + 2751f -12860($Oa 1ply) MTS12 - -10000 ) I HUS26 - + 3315/ -15500 16a 1ply) MTT288 - -3786#2 Each) ((10d)I HHUS48 - + 51800 -20001(16d 2ply1) MTT288 - -44550(2 Each (16d)l HGUS48 - + 6640f -2f99f110d 2plyj MST60 - -46888(Per 2ply) I HGUS48 - + 80000 -26508(16d 2ply) + CS150 - -16508(Each) I HGUS5.5• +113358 -39450(16d 3ply) + --------------------------------------------------------------- REFERENCE HOL14ES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE HANGER AT RIGHT END OF TRUSS FOR 490.70 LBS. 2X2 O ti M 13'9"3 3X4 3X6 1 .5X3 m 0 d 4.5 V 2X4 (A 1) 4'3 9'9" �--2' •�- i i ' R=696# W=3"B R=491# W=3" ,G T42 SEO: 75392 T. TYP.—ALPINE DESIGN CRIT-TPI OTY 5 TOTAL - 5 REV. 17.2m SCALE -0. 3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF t 1(IMPORTANT*k SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION AND OEVtATtON fRON iH(S DESIGN OR TefSE SPECIfICAtIONS. OR ANY &1ACIN6. SEE HIB-91 BY TP1. SEE IRIS DESIGNdrN TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CO FORMANCE WITH OSTBB BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING REALPINE CONNECTORS ARE MADE OF 200A QALY. STEEL MEETING ASIA OUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - BC OL 10 .0 PSF DRWG A146 GR B EXCEPT AS NOTED. APPIT CONNECTORS TO EACH FADE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER — — TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, 80710M CHORDBC LL 0 •0 PSF RAG CONNECTORS PER MANINGS 130. 130 C 160A-f. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE _ TOT.L O. 4 7•0 PSF O A LEN. 11-0-0 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER U v, SEAL ON THIS GRAVING APPLIES 10 THE COMPONENT OEPICIED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS � OUR.FAC. i .33 IN ONLY, ANO SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGNTO THE TRUSS ERECTION CGNTRACIGR .��"••TPI • (RIISS PAIF INGttTIitF NASt44t wtmuu f1FCr1:N SP�'rRrr�T.nN Fnn Nn�n rn.<.n ,�. ''.,.....,.1 riPn('TNr. P4 n" Tv,r ;rTM 1' — 7 4 1 7 12-11-8 FLAT D R THI WG PREPARED FROM COMPUTER NPUT LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. P CHORD 2x6 SP /2 N 1 CHORD 2x4 SP f Dense 2 Complete Trusses RequiredS I WEBS 2x4 SP /3 :W2 2.4 SP 01 N: FLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. NAILING SCHEDULE: (0.1310.0A_pails) TOP CHORD: i ROM@ 4' D.0 IS GIRDER DESIGNED TO CARRY 2f-04-00 TRUSSES FRAMING TO BOT CHORD: i ROW @ 16' D.c.. P CHORD FROM ONE SIDE AND 16-00-00 TRUSSES FRAMING TO WEBS : 1 ROW @ 4' D.C. P CHORD FROM OTHER SIDE. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. (1) 1/2'-Dolts MAY BE USED FOR 2 0.131x3.0_9 sai1S ON ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THE TOP CHORD ONLY. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. + 0968 + i AXIO 3XZ 3X3 3X7 4XIO T CD 2 r.t 15'11" 4XIO 4XIO 12' 11"8 X4 3X R=55960 W=3"B R=5596# W=3"S J.fTYP.-ALPINE DESIGN CRIT-TPI OTY- i PL ES- 2 TOTAL= 2 REV. 17,2m SCALE7-0 5000 ALPINE ENGINEERED PROODCTS. INC. TRUSSES REWIRE EXTREME CARE 10/24/95 T C LL 30.0 PSF REF t *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR AMY ARNING IN MANOLING. ERECTION AND -7DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS• ORANY BRACING. SEE MID-8f BY 7P1. SEE THIS DESIGN d'.7 TC DL / .0 PSF OATE i0/24/95 FAILURE TO BUILD IME TRUSS IN CONFORMANCE M11H 09184 BY TPI. FOR ADDITIONAL SPECIAL PERMANENI BRACING RE ALPINE CONECTOR$ARE MAGE OF 20GA ITALY. STEEL MEETING ASIN WIIEMENTS UNLESS OTHERWISE INDICATED, TOP _ - BC DL 10 .0 PSF DRWG A446 GR 6 EXCEPT AS NOTED APPLY CONNECTORS 10 EACH FACE OF CtfORO SMALL BE LATERALLY BRACED WITH PROPER TRUSS AND UNLESS OTHERWISE/OCATEO ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTIGM CHORDBC LL 0•0 PSF RAGpCONNECTORS PER ORAW(NDS f3D. 130 S /80A f. DESIGN STANDARDSWITH PROPERLY ATTACHED RIGID CEILING - SEE - TOT.LD. 47 .O PSF D�A LEN. i��11�8COKORN W/APPLICABLE PROVISIONS OF NDS L IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/811 FOR PROPER •SEAL ON THIS DRAM(NG APPl1E! TO ItE COMPOrENi OEPICTEO HERE D<IYWALL APPLICATION. FURNISH A COPY 11F /M15 ` . ac. i 33 IN ONLY. AND SHAfL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO IE TRUSS ERECTION CONTRACTOR. ` �--IPI IM,Si pATFINSII IIITF _NL15_� 1!191 NAi10MM Of SIGN$nF f.IFIfAIinN Fm M(Nll1 fllniS TM rr/If1N � SPACTNG, SFF AROVF lTvnr FI AT is 74 T N JACK THISWG. PREPAREDFROM COMPUTER INPUT__(LOADS DIMENSIONS SUBMITTED Y TRUSSMFR. CHORD 2$4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. f CHORD 2x4 SP /2 N UPLIFT ILEII: 330 220 200 WEBS 2x4 SP /2 N BRG.LOC IFT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.51 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . =LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- AIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 3T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- RRR UPLIFT RRR I MMR HANGER RRR - H5 - -455/(JaCkS Only) HUS26 + 2751/ -1286/110d 101y) i NTS12 -1000/ HUS26 + 3315/ -1550/(16d 1ply1) MTS12 - -2000/(88 (2 Each 2 Each ` I HHUS48 - + 4299/ -16600110d 2ply)MTT ) MTT28B -4455/12 Each 116011 HGUHHUS48 + 6640/ -219900 /110d 2ply) NST60 - -4688/(Per 2ply) 1 HGUS48 - + 8000/ -2650/(16d 20y) CS150 - -1650/(Each) i POUS5.5- +11335/ -3945/116d 3ply) , --------------------------------------------------------------- REFERENCE CHORD. ERENCEE HOLMESppLU�MEBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PRDPTAE1 ( IWT6d TCE-NAILS AT 80T-NAILS AT TopTOMCHORD. 21'3"4 fn 0 6 (� �- 2X6(82) _63 417'7" R=520# W=3"8 R=75# W=1"8 T. TyP.-ALPIN DESIGN CRIT-TPI OTY - 2 TOTAL s 2 REV. 17.2m SCAALE5 Q: 7-0 5000 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF *I MPORT ANT**SMALL NOT BE RESPONSIBLE FOR ANY' ARN I NG iN MAHOLING. ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY OWING, SEE MIB-BI SY TPI. SEE THIS DESIGN 1Nus�r fNN�� TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH QSTBB BY TPI. FOR ADDITIONS SPECIAL PEAMANENI BRACING RE ALPINE CONNECTORS ARE MAGE OF 206A QALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. 70P - - BC OL 10 .0 PSF DRWG O AAAA GR B EXCEPT AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PAUPER NLOS - 5506 - TRUSS AND UNLESS DI/ERMISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTIOM CHOIR „ 6C LL 0 .0 PSF RAG CONrECIOAS PER DRAWINGS 130. 150 c %BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE of TOT.LD. 47 .0 PSF 0/A LEN. 7'O'O COWORM W/APPLICABLE PROVISIONS OF NOS S IPI. AN ENGINEER'S ALPINE TECHMICAL UPDATE 1711/$1) FOR PROPER L O q10 7 P: SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE ORYMAIL APPLICATION. FUMWISN A COPY OF THIS �( Q�� ouR.F Ac. 1 .33 IN ONLY, AND SHALL HOT BE RELIED UPON IN ANY OTHER MAY. DESIGN i0 TIE TRUSS ERECTION CONTRACTOR. INEEa ` ��N... CD A r T AN(_` ')A A" ...,.... C i A f'`V 4 99 i 6-2-8 N -JACK THISDWG. PREPARE FROM COMPUTER PUT LOADS DIMENSIONS SUBMITTED Y TRUSS MFR. ' CHORD 2x4 SP /2 N DEFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. T CHORD 2x4 SP /2 N WEBS 2x4 SP /2 N PROVIDE ( 3 ) 16d TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 16d TOE-NAILS AT BOTTOM CHORD. R=182# W=1"8 11'f'8 U7) —Y— 2X4 (A1) 4.3 6. .i. �---2' 6'2"B ---`� R=493# W=3"8 R=61# W=1"8 IT.aTYP.—ALPINE DESIGN CRIT=TPI QTY SM6 TOTAL = 6 REV. 17.2m COALE =0.7-0. SCA5000 uPINE ENGINEEREO PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF *IMPORTANT**GHAu NOT BE RESPONSEOLE FOR ANY WARNING IN HANDLING, ERECTION AND A '\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. GEE MIS-Bl BY IPI. SEE THIS DESIG14 �`" r f'� TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD SHE TRUSS IN CONFORMANCE KITH OSTGG BY IPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE COraEC10RS ARE MADE OF 20GA GAILY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC DL 10-0 PSF DRWG MSB OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5605 PSF R A G TRUSS AND UNLESS OTMERMISE LOCATED ON THIS OESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, Bottom CHORD K BC LL 0 .0 CONNECTORS PER DRAWINGS M. 150 G IGOA-F. DESIGN STANOAROS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .O PSF 0/A LEN. E-2-8 CONFORM IS/APPLICABLE PROVISIONS OF NOS G TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/811 FOR PROPER '- 0 RIO" �: SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q � OUR.FAC. i .3 3 IN ONLY. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECIION CONTRACTOR. INEE�'��`` •-•IPI . riF.QQ P1 ATL rNCTITI ITL Nr1G � IP of NArrnmAl —1—QPL�TL.�..I�, L '' I... ...1` RPAf TNr PA !1" ITvnr . itirw 7 CORNER JACK THI OWG. PREPARED FROM COMPUTER INPUT AD 6 DIMENSIONS) SUBMITTEDY TRUSS MFR. P CHORD 2x4 SP 12 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. 1 CHORD 2x4 SP 12 N UPLIFT ((L8): 290 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT): 0.00 5.00 5.00 TRUSS DESIGNED FOR 100.00 MPH WINO, 19.09 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . FLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD, ENCLOSED OR FULLY OPEN BUILDING (SBC) --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SI14PSON OR EOUAL UPLIFT/HANGER REGUIREMENTS ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ------------------------------------------ KKK UPLIFT xxx I xxx HANGER xxx H5 - -4551(Jacka Only) I HUS26 = + 27518 -1286/(fOd !ply) MTS12 - -10001 1 HUS26 + 33151 -15501(160 fply) MTS;2 - -20008 2 Each) (( 48 + 5180f 2l I HHUS48 - + 42998 -16600((foo 2ply))) MTT288 - -44551 2 Each (160) HHG S48 + 66408 -2!991(100 2ply) MST60 - -46881 IP:r 2ply) HGUS48 - + 80001 -2650/(16x1 2plyCS150 - -16508(Ech) HGUS5.5- +113358 -39458(160 3ply f --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 160 TOE-NAILS AT BOTTOM CHORD. R=140# W=1"8 20'3"4 m I o sp m -�- 2x6(B2) 3 17'7" �--2 R=437# W=3"8 R=46# W=1"8 .T.=TYPE-ALPINE DESIGN CRIT=TPI OTY - 2 TOTAL = 2 REV. 17.2m SCALE 74045000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF *I MPGR T AN T l(1(SHALL NOT BE RESPONSIBLE FOR AN, WARNING IN HANDLING. ERECTION AND OEYIAIION FROM THI5 DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE NIB-91 BY 7P1. SEE THIS DESIGN �1t"Uc� �� - TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE x1 TM OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v - ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - BC DL 10 .0 PSF DRWG RAC O A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BED MIT"PROPER - 5606 - 0 .0 PSF RAG TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD x BC LL CONNECTORS PER ORAWINDS 130. Iso c 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ TOT.LD. 47 .O PSF 0/A LEN. S-O-O CONFORM N/APPLICABLE PROVISIONS OF NOS D IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER oR1o* P; i .33 SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLTCAtloN. FURNISH A COPY OF THIS � � ,Q�� DUR.FAC. IN ONLY. AND SHALL NOT BE RELIEO UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEa`' --TP • TRUSS AT INSTITUTE. NATTONAL STGN PEC FTCATITXI FOR W000 COMSTRIICTTON /Hi�H�I�� , SPACING 24.0" TYPF )ACK 1 iS..�I-....-.— —_�.- U' (5-3g74 CORNER JACK THIS OWG.__PREPARED FAOM_COMPUTER INPUT ILOADS 6 DIMENSIONS) SUBM TTED BY TRUSS MFR. P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 02 N UPLIFT ((LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.00 3.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 18.59 FT MEAN HEIGHT KITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . rLECT10N CRITERIA IS l/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . ------------------ -------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift xxx UPLIFT xxx ) xxx HANGER xxx H5 - -4550(Jacks Only) ( HUS26 + 27510 -12860(10d 1ply) MTS12 - -1000# I HUS26 + 33150 -050#(16d 1ply MTS12 - -20000(2 Each) I HHUS48 - + 42990 -1660I(10d 2ply MTT288 - -37860(2 Each ((10d) HHUS48 + 51800 -20000(16d 2ply MTT288 - -4455#(2 Each (16tl)� HGUS48 + 66400 -21990(10d 2ply MST60 - -4688#(Per 2p1y) HGUS48 = + 80000 -26500(16d 2ply) • CS150 - -1650/(Each) I HGUS5.5-•+11335► -39450116d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 1 2 160 TOE-NAILS AT TOP CHORD. PROVIDE 1 2 1 16d TOE-NAILS AT BOTTOM CHORD. R=47# W=1"8 19'3"4 I m 6 p O 2X6(82) N � 17'7" R=372# W=3"8 R=32# W=1r'8 1T.3TYP.-ALPINE DESIGN CRIT-TPI OTY - 2 TOTAL W, 2 REV. 17.2m SCALE7a045000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30.0 PSF REF K*IMPORTANT)(*SMALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MIB-91 BY TPI. SEE THIS DESIGN `rI TC OL 7.0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECTORS ARE NAGE OF 20GA QALY. STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10.0 PSF DRWG ARAB GR B EXCEPT A4 NOTED. APRT CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHEAMISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYN000 SHEATHING. 80TIOM CHORD x BC LL 0.0 PSF RAG CONNEC1pK PER QUWINGS 130. 150 L ISOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE - STATE OF TOT.LD. 47.0 PSF 0/A LEN. 3'O—O CONFORM M/APR(CABLE PROVISIONS OF NAS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 0/1/911 FDR PROPER - SEK ON 1MIS DRAWING APPLIES 10 THE COMPONENT DEPICTED/ERE DRYWALL APPLICATION. FLOV41SH A COPY OF THIS Z O RIOW Q P:• IN ONM Y. AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. �'� F DUR.Fac. 1 .33 i � _.l „__ ;,,H`` SPACING 24.0 TYPF JACK •--NP • TRUSS RAT NSI i I NOS 1991 NATTONA4 OESIGN SPEC F!SAT ION 29 HOOD[ONStR11C7 ON HNr - 4 12 J RN JACK THIS DWG. PREPARED FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. P CHORD 2x4 SP N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2x4 SP 12 N UPLIFT ((LB 320 200 200 WEBS 2x4 SP 12 N BRG.LOC (FT�: 0.00 1.00 1.00 TRUSS DESIGNED FOR 100.00 MPH WIND, 18.09 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ELECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- ENO VERTICALS NOT TO BE EXPOSED TO HORIZONTAL WIND. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. __ __ ------W-Gravity (-)=Uplift ST 8E PROPERLY ATTACHED TO THE BOTTOM CHORD. - WxW UPLIFTWWW - WMM HANGER WMM M5 -4551(Jacks Only) HUS26 - + 27511 -1286/(10d 1ply) MTS12 - -10006 HUS26 - + 33151 -15501 16d 1ply) MTS12 20006((2 Each ` I HHUS48 - + 42996 -16601 10d 2ply)) MST608 4688/(Pera2pli)6tl10d�i G S4B - + 8 001 -26501 160 2ply) f CS15O -1650#(Each) I HGUS5.5= +113351 -39451(16d 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 ) ISO TOE-NAILS AT BOTTOM CHORD. 6 18'3"4 € 2X6(82) 1'0"3 � + /h 17'7" �--2 1 R=449# W=3"8 R-32T#=6t4l l&1"8 SED: 74152 .T. TY .-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL 2 REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF *IMPORTANT IE IE SHALL NOT BE RESPONSIBLE FDR ANY WARNING IN HANDLING, ERECTION AND n \ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY /RACING. SEE MIB-91 BY TPI. SEE THIS DESIGN �f�ft'�1i'e TC OL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE NITH 4ST6B BY TPI, FOR ADDITIONAL SPECIAL PERMANENT BRACING PE v ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUTAEMENTS. UNLESS OTHERWISE INDICATED. TOP - - BC OL 10 .0 PSF DRWG A4+6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED NITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD W BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 S I60A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE of = T O T.L D. 47 .0 PSF OSA LEN. 1-0-0 CONFORM W/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS O RIO*Q P: IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEA`',.` ouR.FAC. 1 .33 .--FPR . TRAR P1 TF 1—t"DTF Am - 1R 1 NATTnNAl n gvnN C rrTrTr TI r,...,r.............,...., RPA r..TNR P4 0" Tvnr )Af K TCORNER JACK THI DWG. PREPARE FROM COMPUTER INPUT (LOADS DIMENSIONS) SUBMITTED Y TRUSSMF CHORD . ' RD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. r CHORD 2x4 SP 02 N UPLIFT (LB): 270 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 5.00 5.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. :LECTION CRITERIA IS L/36O LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . IIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS iT BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift --------------------------------------------------------------- NRM UPLIFT WWN I KKK MANGER KKK H5 455#(JackB Only) I HUS26 - + 2751# -1286#(100 (ply) MTS12 - -1000# I HUS26 - + 3315# -15500(160 (ply) NTS12 - -20000(2 Each))Each)) ass 48 - + 42990 -16601(100 2ply) MTTMTT286 - -4455#((2 Each 16d HGUS48 - + 6640# -00 2199#(100 2ply) MST6O - -4688#(Per 2ply) HGUS48 - + 80000 -2650#(160 2ply) # ,CS15O - -1650#(Each) I HGUS5.5- +11335# -39450(160 3ply)---------------------------------------------------------- / REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE ( 2 ) 160 TOE-NAILS AT TOP CHORD. PROVIDE ( 2 1 160 TOE-NAILS AT BOTTOM CHORD. R=134# W=1"8 10'6"4 m r I � a-1 6 �J cU _T 2X4 (A 1) 4"3 8' y �---2 - 51 -- R=445# W=3N8 R=44# W=1"8 1G737 SED: 74144 .T. TY .-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE 0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REOUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF (�� * IMPORTANT*x SHALL NOT BE RESPONSIBLE FOR ANYWARNING IN HANDLING. ERECTION AND n (\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING, SEE HIS-61 BY TPI. SEE THIS DESIGN ��1�11j1j �� TC DL 7.0 PSF DATE 10/24/95 FAILURE 10 BUILD THE TRUSS IN CONFORMANCE MITN OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ALPINE CONNECIOARE MADE OF 206A GALY, STEEL MEETING ASTM OUIREMENTS. UNLESS OTHERWISE INDICATED. TOP - - AL Q• OUR.FAC.BC DL 10.0 PSF DRWG A440 GI S EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER . 5606 0.0 pSF R A G TRUSS AND U14LESS OTHERWISE LOCATED ON THIS DESIGRS N, POSITION LY ATTACHED PLYWO0O SHEATHING, BOTTOM CHORD M BC LL 47 .0 1 �+ CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANGAROS WITH PROPERLY ATTACHED RIGID CEILING--SEE - STATE OF C LO `+7 •0 PSF ��A LEN. 5-0-0 CONFORM M/APPLICABLE PROVISIONS OF NO8 6 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER Q'- SEON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ' 1 .33 F ORi�c IM ONLY. AND SHALL NOT 8E RELIED UPON IN ANY OTHER WAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�` ` (5-3274) N JA THISOWG. PREPARED f OM MPUTER NPT LOADS DIMENSION UBMITTEO TRUSS MFR. CHORD 2X4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T CHORD 2X4 SP 02 N UPLIFT ILS 1: 250 200 200 WEBS 2x4 SP !2 N BRG.LOC FT : 0.00 3.00 3.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. MIND SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- AIGIO CEILING OR CONTINUOUS LATERAL BRACING AT 24. O.C. TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS 3T BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (+)-Gravity (-)-Uplift ------------------- ---------------------------------------- mm* UPLIFT MMM 1 MMM HANGER NNM H5 - -455!(JackS Only) I HUS26 - + 27510 -12868(10d 1ply) MTS12 - -10001 I HUS26 - + 3315! -15500(16d 1ply) MTS12 - -2000!(2 Each) HHUS4B - + 4299! -1660!(100 2ply) MTT288 - -37860t2 EeCh) 1`10d) HHUS48 - + 5180! -2000l1l16d 2ply)) MTT288 - -4455#(2 Each) (16d) HGUS48 - + 6640! -2199l110d 201y) MST60 - -4688!(Per 2ply) HGUS48 - + 8000! -26500(16d 2ply) CS150 - -1650!(Each) I HGUS5.5- +11335! -3945!(160 3ply) , --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/HANGER DETAILS PROVIDE 2 1 16d TOENAILS AT TOP CHORD. PROVIDE 2 ) 16d TOE-NAILS AT BOTTOM CHORD. R=37# W=1"8 TA!i 9'6"4 I m 0 6 2X4(A 1) 4*3 �8 R=384# W=3"8 R=14# W=1"8 �GTR8 SED: 74146 _T. TY .-ALPINE DESIGN CRIT-TPI OTY - 4 TOTAL - 4 REV. 17.2m SCALE -0.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REWIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF *I MPOR T AN T X*SHALL NGT BE RESPONSIBLE FDR ANY HARNING IN HANDLING, ERECTION AND t DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE M16-9I 6Y TPI. SEE THIS DE51GN �`1� E'�, TC DL 7.0 PSF DATE 10/24/95 ^ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING tE ,\\\\\ ALPINE COW4CTORS ARE MADE OF 206A DALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED. TOP - 8C DL 10 .0 PSF ORWG A446 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER -TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD 5606 BC LL 0.0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 C ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING •- SEE STATE OF - TO .LD. 47 .0 PSF 0/A LEN N. 3-0-0 CONFORM M/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/2/911 FOR PROPER - SEAL ON THIS GRAVING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS * P` IN ONLY. AND SHM.L NOT BE RELIED UPON IN ANY OTHER MAY. D:SIGN TO THE TRUSS ERECTION CONTRACTOR. F INEEA`'e T. ..FAC. 1 33 A--TPI - TRUSS PI ATE INSTITUTE. NOS - 1991 NATIONAI OESTGN SPFr.TFirATION FOR WIVIO r—T.111nu ''N N.,...��``` SPArTNG Pel 0.. TVPF .)ArK 1• 4 T99 / i J'0 CORNER JACK THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS1 SUBMITTED Y TRUSS MFR. CFIORO 2x4 SP e2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. T Cm 2x4 SP 02 N UPLIFT (L8): 310 200 200 WEBS 2x4 SP 02 N BRG.LOC FT): 0.00 1.00 1.00 UPLIFT BASED ON 10.00 PSF TOTAL DEAD LOAD. WINO SPEED - 100.00 MPH. MEAN HEIGHT - 15.00 FT. =LECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC). --------------------------------------------------------------- 4IGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. TYPICAL SI14PSON OR EQUAL UPLIFT/HANGER REQUIREMENTS ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (fl-Gravity (-)-Uplift --------------------------------------------------------------- xxx UPLIFT WWW I xxx HANGER xxx H5 - -4550(Jacka Only) 1 FKJS26 - + 27510 -12860(104 iply) MTS12 - -10000 I HUS26 - + 33150 -1550/0160 1ply) NTS12 - -20000(2 Each) t 11I HHUS48 - + 42990 -16600 CI 2ply) MTT288 - -44550(2 Each (1601 HGUS48 - + 66400 -21991800 0(100 2ply) MST60 - -46880(Per 2ply) ( HGUS48 - + 80000 -26500(16d 2ply) CS150 - -16500(Each) HGUS5.5- +113350 -39450(16f 3ply) --------------------------------------------------------------- REFERENCE HOLMES LUMBER DETAIL SHEET FOR UPLIFT/MANGER DETAILS PROVIDE 2 16d TOE-NAILS AT TOP CHORD. PROVIDE 1 2 16d TOE-NAILS AT BOTTOM CHORD. 1 6 2X4 8'6"4 —T— (A 1) So 3 4'3 8' 2' 1 R=505# W=3"8 R=-2281tE-8®�"8=1"8 `T. TY DESIGN DESIGN CRIT=TPI OTY - 4 TOTAL 4 REV. 17.2m SC0: E7405 5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 30 .0 PSF REF *IMPORTAND(m SHALL NOT eE RESPQNStBLE FDR ANY WARNING IN HAwx-1 G, ERECTION AND n I\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE Hie-91 BY TPI. SEE YM15 DESIGNus E .., TC OL 7.0 PSF DATE 10/24/95 CONFORMANCE\\U"vVILU\ FAILURE TO BUILD THE TRUSS IN COOANCE WITH OSTBe BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` - \\\\v_ ALPINE CONNECTORS ARE MADE OF 209A 9ALV. STEEL MEETING ASTM OUIREMENTS.-UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF ORWG \U\\ A446 0R B EXCEPT AS NOTEO, APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY SPACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD 5606 BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, 250 C IBOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF - TOT.LD. 47 .0 PSF OSA LEN. 1-0-0 CONFOM NO W/APPLICABLE PROVISIONS OF S C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER O RIOT P•` SEAL ON THIS DRAWING APPLIES 10 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q �� OUR.FAC. 1:=33 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEER`'��` AAT'. TNSTIIUTE. NRS 1991 NATTONAt 1E91GN SPFCIF11AT111i FOR Wnflll fHNCTthX'�1nu '•llr�.�.l SPACTNG 24.0.. TVF1F IJArK - )' 4 PA H S NG. PREPAR 0 FROM COMPUTER INPUT (LOADS D M SIONS SUBMITTED Y TRUSSMFR. IP CHORD 2X4 SP /1 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. IT CHORD 2x4 SP 01 N UPLIFT (L81: 200 200 200 WEBS 2X4 SP /3 BRG.LOC (FTI: 0.00 9.90 9.90 TRUSS DESIGNED FOR 100.00 MPH WIND, 19.59 FT MEAN HEIGHT WITH DEAD LOAD OF 5.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . FLECTION CRITERIA IS L/240 LIVE AND L/180 TOTAL LOAD. ENCLOSED OR FULLY OPEN BUILDING (SBC) . --------------------------------------------------------------- IIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS :TRACK. CORNER JACKS HAVE NO WEBS. (+)-Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MMM UPLIFT MMM I MMM HANGER MMM 1ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 27510 -1286f(100 1ply) MTS12 - -10000 I HUS26 - + 33158 -15500 16d 1ply)) NTS12 - -20000((22 Each))) (( ))I HHUS48 + 42990 -16600 10d 2ply) MTT28B - -44581(2 Eech) (f6a1� HGUS48 + 66400 -201991 fOG 2ply) NST60 - -4688/(Per 2ply) I HGUS48 - + 80000 -2650/ 160 2plyl - 134# CS150-- _x650!(Each)------ I HGUS5.{5- +31� 350{�-39411 16d 3ply)Al _ M REFERENCE HOLMES LUMBER DETAIL SHE_( FOR LLIF�JHAAGE DETAILS In PROVIDE 3 ) 160 TOE_NAILS AT TOP CHORD. n- 12'8"12 21'3"8 2X4 m 0 I 4.24 v c _T_ 2X5 (8 1) 1 3 _j_ 17'7" 1 .5X4 -----2'9"15 9' 10 13 (- 4 '215 5'7"14 R=560# W=4"15 -413RBN R=295# W=1"8 4G T40gEO: 74154 J. TYP.-ALP NE DESIG CRIT-TPI OTY - i TOTAL - i REV. 17. m SCALE -0.5000 AIPUNE ENGINFEREO PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 30 .0 PSF REF _ t 1(IMPORTANT1(1(SHALL NETBERESPONSIBLE FOR ANT ARNING IN HANDLING, ERECTION ANG DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIS-91 BY TPI. SEE THIS DESIGN �1N�� TC DL 7 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS 1N CONFOMUNCE WITH OSTaB BT TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE `ALPINE CONNECTORS ARE MADE OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 10 .0 PSF DRWG XCEPT AS NOTED. APPLY IRRUSSGAND SUNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY AATO EACH FACE OF TTACHED PLYWOOD SHEATHING.NG. BOTTOM CHDFQ = M SMALL BE LATERALLY BRACED WITH PROPER 6O6 - BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 L $BOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGIO CEILING -- SEE STATE OF j OT.LD. 47 .0 PSF O/A LEN. 9-10-13 CONFORM M/APPLICABLE PROVISIONS OF NOS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER (0 p10 E' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �. �C,Q � DUR.FAC. 1 .33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY, DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE t^�� ^ ♦/� •--TPI • TRUSS Pt ATF INST I/UTF, NOS 199) NATIONAt DESIGN SP CTF1f1TTVN Fon MOOn rn—m"'11n-, ,''�"I....i..t SPACTNn SFF AROVF T VMr �IMI K j: (5-3274) L IJ9 / j - P A --THISDWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED Y TRUSS MFR. P CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. t CHORD 2x4 SP 02 N UPLIFT (LB): 460 200 200 WEBS 2x4 SP #3 BRG.LOC (FT : 0.00 8.78 8.78 TRUSS DESIGNED FOR 100.00 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD OF 5.00 PSFFLECTION CRITERIA IS L/360 LIVE AND L/240 TOTAL LOAD. ENCLOSED OROAD FULLLYY OPEN BUILDING(TOP) (SBC)AND5.00 PSF (BOTTOM) --------------------------------------------------------------- IS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 06-02-08 TYPICAL SIMPSON OR EQUAL UPLIFT/HANGER REQUIREMENTS TRACK. CORNER JACKS HAVE NO WEBS. (+)"Gravity (-)-Uplift --------------------------------------------------------------- RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. BIIM UPLIFT WWII I WWW HANGER RRR ST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. H5 - -4550(Jacks Only) I HUS26 - + 2751/ -1286/(iOd 1ply)) MTS12 - -10000 1 HUS26 " + 33151 -1550#(!60 1ply) MTS12 - -2000#(2 Each) III HMS46 - + 42990 -1660#(fOd 2p1y)11 MTT288 " -44550(2 Each) )1WWI )I HG S48 - + 6640# -2199# 10d 2p)y) NST60 - -46880 Per 2ply) 1 HGUS48 - + 8000# -2650#(16d 2ply) + CS150 - -1650# Each) I HGUS5.5% +113358 -3945#116d 3ply) REFERENCE HOLMES LUMBER DETAIL SHEET QFOR UPLIFT/HANGER DETAILS 98# PROVIDE ( 3 ) 16d TOENAILS AT POiTEf10 W=1"8 m PROVIDE 1 3 ) 16d TOE-NAILS AT BOTTOM CHORD. R- 11 '8" 13 11'1"12 1.5X3 U-) I 4.24 I—_-- 2X4 72X4 (A 1) 4.3 8. 1 .5X4 �-----29"15 J 8'9"6 �--3' 1"8 5'9"6 -� R=470# W=4"15 — 137# R=264# W=1"8 T41 SEG: 73989 TYP.—ALPINEDESIGN CRIT-TPI GTY - 2 TOTAL REV. 17.2m SCALE =0.5000 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE E%TRENE CARE 10/24/95 T C LL 30 .0 PSF REF t NIMPORTANTNX HALLNOT BE RESPON51BLE FOR ANr ARNING IN HANDLING. ERECTION ANDDEVIATION FROM IVIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 ST TPI. SEE THIS DESIGN �T 'us f �� TC DL 7 .0 PSF DATE 10/24/95 FAILURE 70 WILD(HE TRUSS IN CO/FO MANCE WITH OSTBB BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v ALPINE CONrEC10RS ARE MADE OF 206A GALV. STEEL NEE7IHO ASTM QUtREMEMIS. UNLESS OTHERWISE INDICATED. TOP - - BC DL 10 .0 PSF DRWG ARAB GR B EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH PROPER - 5606 - TRUSS AND UNLESS 011CAMISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLTW000 SHEATHING. BOTTOM CHORD M BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130. 150 C IBOA-F. DESIGN STANOARDS WITH PROPERLY ATTACHED RIGID CEILING --SEE STATE OF _ j 0 7.LD. 4 7 .O PSF 0/A LEN. B-9-6 CONFORM W/APK(CABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FDR PROPER ' P SEAL ON THIS ORAMING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS �OR10 Q ` ouR.FAC. 1 . 33 IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEE�`'.� , ....�� 4PAf TN(; CFF AR(1VF TvMr .IArw 15 T " 00 N 4 Z Q � m BEAM BY BUR �J (n F9 CO 0 EBEAM- 21 ' 4 " -11 3, Scale: none (5-3273) 21-3-12 Y4 -THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SU MITT D BY TRUSS MFR. CHORD 02 SP 4N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. f CHORD 4x2 SP i1 Dense :82 4x2 SP 02 N: WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/240.00 TOTAL LOAD. RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIDSPAN. IS TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT JITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD + 2x6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH _L (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TD fH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND BE SUPPLIED BY ERECTION CONTRACTOR. 00 PSF DEAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS 141ST BE MARKED BY TRUSS FABRICATOR. • 1 ( �2 6 -I 14190 t�- 21 '3" 12 1X4 (R) 9'6" - m 10' 1" 12 X8 4X10 X4 3X3 IX4 3X3X X 4X 1'4• + 1f4" 3xb 3X4 3X3 IX4 JXJX4 4Xb 4Xe fvl- 20' 11"12 QX8 W-HS2512 2X5 l�- 21 '3"12 21 '3"12 R=2578# W=3"8 R=1186# W=3"8 1T.=TY�.-ALPINE DESIGN CRIT=TPI OTY 6 TOTAL 6 REV. 17.2m SCALE7-0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE ExTREME CARE 10/24/95 T C LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM IRIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-21 BY TPI. SEE THIS DESIGN \\\�1TWC r 'rr�� TC DL 10.0 PSF DATE 10/24/95 n \\\�v1�1`11•\� FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH OSTBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENI BRACING FE v ALPINE CONNECTORS ARE MADE OF 2013A GALY. STEEL MEETING ASTM GUIREMENTS. UNLESS OTHERWISE INDICATED, TDP _ - BC DL 5.0 PSF DRWG A4.6 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SMALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OIHERMtSE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 C 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF _ TOT.LD. 55.0 PSF OSA LEN. 21-3-12 CONFORM*/APPLICABLE PROVISIONS OF NDS C IPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/911 FOR PROPER E O RIO' P SEAL ON IHIS DRAWING APPLIES TO THE COMPONENT DEPICTED IENE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q'� JOUR.FAC. 1 .00 IN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. _ 1-ATF NTlTF NnS - 1441 NTTMAI nFrN Pfir wwrrnN1 `- � ,- �IPI rx55ry nn (5-3273) INPUT LOADS 6 DIMENSIONS) UBMITTED BY TRUSSMFR. 2T THIS DWG. PREPARED FROM COMPUTER CHORD 4x2 SP REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CHORD 4x2 SP 01 Dense :82 4x2 SP 02 N: WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. S TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT RECOMENDED CAMBER TOP AND BOTTOM CHORDS 3/8' AT MIOSPAN. )ITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD + 2X6 i3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK, ATTACH L (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO H 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND BE SUPPLIED BY ERECTION CONTRACTOR. 00 PSF DEAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 1171.20 LBS. 1 1 1 ( 1 1 1419= I I �- 21 '0"8 9.6Hr m 9' 10"B —� X8 4X104X5 W-IYA 3X3 3X4 q 3X3 3X3X4 4X5 4X6-13 —�— 1.4. + 1T4- 4X X 3X4 4X5 4X �me 21 '0"8 4X8 3X3 W=HS2512 2X5 21 '0"8 R=2563# W=3"8 R=1171# W=3" G = T . SED: 74086 T. TY -ALPINE DESIGN CRIT-TPI OTY 3 TOTAL - 3 REV. 17.2m SCALE =0.2500 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 40 .0 PSF REF *IMPORTANT**SHALL NOT BE RESPONSIBLE FOR ANY -WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE H18-91 BY TPI. SEE THIS DESIGN �f�11'NN'NgF T c DL 10 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN Cpf01B4ANCE WITH 95188 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - `ALPINE CONNECIORS ARE MADE OF 206A GALY. STEEL MEETING ASTM 9UIREMEMIS. UNLESS OTHERWISE INDICATED. TOP - BC DL 5.0 PSF DRWG AIAB GR B EXCEPT AS NOTfOAPPLY CONlEC10R5 70 EACH FACE OF CHORD SHALL LATERALLY BRACED WITH PROPER - - TRUSS AND UNLESS OTHERWISE LOCAtEO ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHO D BC LL 0 •0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 L teOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILINGSEE ST _ TOT.L0. 55.O PSF 0/A LEN. 21-O-8 CONFORM M/APR ICABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE II/1/911 FOR PROPER '' E PSEAL ON [MIS DRAWING APPLIES 10 TIE COWPONENI DEPICTED HERE aSYWALLAPPLICATION. FUIMISH A COY OF (/IIS ', OUR.FAC. 1 .OO IN ONLY. AND SOW L NOT BE REI IED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEA`'�� -I"1 • TMW9 IN AIF (NSII Tu IF Nn, • 1991 NATTPMAI IIFSICN 9PF.IC If�iln.i s-nn vrn I... n.r rr, RPAr.TNr, a4 nr i,,mr Sv4 3 5— F 7' Y4 THISDWG. PREPARED FROM COMPUTER INPUT LOAD 6 DIMENSIONS) Y TRUSS MFR. I CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. CHORD 4x2 SP i1 Oense WEBS 4x2 SP 03 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. RECOMENDED CAMBER TOP AND BOTTOM CHORDS 1/4' AT MIDSPAN. LS TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT )ITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD + 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH L (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO fH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND BE SUPPLIED BY ERECTION CONTRACTOR. DO PSF DEAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. 1419# �_2'6" --'� 17,8„ 3X5 3X3 3X34 IX4 3X4 3X54X4 X + 1'4' 1'4' 8' 06 X X X4 X4 4X 17,4x 4 8 2X4 Iwo 17'8" 17'8" R=2377# W=3"8 R=986# W=3"8 `T. TVP.—A PINE DESIGN CRIT-TPI OTY - 3 T TAL - 3 REV. 17.2m SCAALE7-0 3750 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE ExTREME CARE 10/24/95 TC LL 40.0 PSF REF *I MPOR T AN T X X SHALL NDN BE RESPONSIBLE FOR ANYNARNING to, HAMMING. ERECTION AND 1\ _ DEVIATION FROM $HIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE MID-91 BY TPI. SEE THIS DESIGN X11�1Wc It I �T� TC DL 10.0 PSF DATE 10/24/95 FAILURE 10 BUILD THE TRUSS IN CpiOP44ANCE WITH QStBS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING tff 0\\\\V_ ALPINE CONNECTORS ARE MADE OF 20GA QALY. STEEL MEETING ASIX OUIREMENTS. UNLESS OTHERWISE INDICATED. TDP - - BC OL 5.0 PSF DRWG NNEBR AAAS OR B EXCEPT AS NOTED. APPLY CONNECTORS CTORS TO EACH FACE OF CHORD SHALL BE LATERALLY ACED 011H PROPER 5606 TRUSS AND IESS 011ERVISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 L ISOA-F DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING-- SEE - STATE OF = TOT.LD. 55.0 PSF OIA LEN. 17—B—O CONFORM M/APR ICASLE PROVISIONS Of NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER COR0� Q, SEAL ON THIS DRAWING APPLIES TO TME COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS 1 Q•� DUR.FAC. 1 .00 IN ONLY, ANO SALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONIRACTOR. •� INEEVr �� - IPI IR1,55—�At INSIS tli,ff•.,-�f)5—X 1!191 NST ION-AIS.( SIGN SPCI'IF Tf 4T ION FOR wnori f�N5TrAW1T0N rrr „NL� SPACING; ?4 `J" TVn♦- -',/Qr I' - F 7' SY4 THIS DWG. PREPAREDFROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TR MFR, P CHORD 4x2 SP '#'N REFEA TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. T CHORD 4x2 SP i1 Dense WEBS 4x2 SP 13 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. THIS TRUSS SPACED @ 24.00' O.C. IS DESIGNED TO SUPPORT 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD TO EACH TRUSS WITH 3-10D NAILS. STRONGBACK MATERIAL TO WALL (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND NNOT FIND NOTE 999X IN Notes.Txt 17.00 PSF DEAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. i 1 , 1419# ( �--26" ---� g,6., 1 '8" 4 '8" 1X4 (R) 4 X4 X X4 X X4 4X5 5X6 ��z 1,4.X T 1 1'4' J. 8 4Xb 3X4 3X3 3X31.5X3 X 4X 17'4" 146 3X4 3X ((� 17,8„ 17'8" R=2377# W=3"B R=1864# W=3"8 ggSEO: 74071 �T. TY :-ALPINE DESIGN CRIT=TPI QTY - 2 TOTAL - 2 REV. 17.2m SCALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 40 .0 PSF REF NIMPORTANTm)(SMALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING. SEE MIS-91 BY TPI. SEE THIS DESIGN � FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WITH 05100 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �1us E .� TC DL 10 .0 PSF DATE 10/24/95 0� ALPINE CONNECTORS ARE MADE OF 20GA GALY. STEEL MEETING ASTM QUIRENENTS. UNLESS OTHERWISE INDICATED, TOP - - BC OL 5.0 PSF ORWG A446 60 6 EXCEPT AS NOTED APPLV CONNECTORS TO EACH FACE OF CHORD SMALL 6E LATERALLY BRACED WITH PROPER5606 TRUSS AM UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD x BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130, 150 6 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 55.0 PSF 0/A LEN. 17-B-O CONFORM W/APPL{CASLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR PROPER - E 0 E OF F SEAL ON THIS DRAWING APPLIES t0 THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FUR/ISH A COPY OF THIS Q DUR.FAC. 1 .O O IN ONLY, AND SMALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INEEP`'�.`` ly�� `-Tn1 �N,SS�Atf INS�I f111F �wNS 1291 HATT�NA1 fifSlf•N SPf fif I�AT1F�I FOP r1/li,�roN"Tpt)r r"" , , .�, ` SPaf°Tr)r, �y "" 7Vf)(' Cjv'10 j: (5-3273) T F4 15-8-8 S Y 4 THIS DWG. PREPAREDFROM COMPUTER INPUT LOADS DIMENSIONS) SUBMITTED Y TRU MFR. IP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. IT CHORD 4x2 SP /1 Dense WEBS 4x2 SP /3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/360.00 TOTAL LOAD. THIS TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT 2X6 03 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD TO EACH TRUSS WITH 3-fOtf NAILS. STRONGBACK MATERIAL TO WALL (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17.00 PSF DEAD. TOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED IPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 877.93 LBS. 1419# --2'6" --� f` 15'8"8 9.6„ 1 '7M 4'7H8 3X4 3X3X X 4 4X4 3X4 4X X + Tf'4' ' 4Xb 3X3X 2R _4M8 15'8"8 4X8 4X4 2X4 15'8"8 R=2269#[ W=3"8 R=878# W=3" AG = T4 SFO: 74097 -T. TYP.-ALPIN DESIGN CRIT-TPI OTY - 1 TOTAL REV. 17.2m S ALE -0.3750 ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REGUIRE EXTREME CARE 10/24/95 T C LL 40 .0 PSF REF X I MPOR T AN T N*SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING. ERECTION AND n 1\ DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �1�`t'�L'��.,� TC DL 10 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE - ` v ' ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM OUILEMENtS. UNLESS OTHERWISE INDICATED, TOP - BC OL 5 O PSF DRWG ARAB GR 8 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SMALL BE LATERALLY BRACED WITn PROPER - 5605 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYMOOO SHEATHING, BOTTOM CHORD M BC LL 0 .0 PSF R A G CONNECTORS PER DRAWINGS 130. 150 6 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LD. 55.0 PSF 0/A LEN. 15-8-8 CONFORM W/APR(CABLE PROVISIONS OF NOS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS ./ �, �ORIO� QPM` JOUR.FAC. 1 .00 IN ONLY. AND SHALL NOT BE RELIED LOON IN ANY OTHER WAY. OESIGN TO THE TRUSS ERECTION CONTRACTOR. INE.," �` SPACING 24 0" rYr T •- Iv LpL55 q AlE INSTifutf. NOS-_ 1991 NATtONAL AGN SPEC�F•i[ATION FOR M000 LONS1M rCTION ��", ` � F S Y`R j: — T F 7 — — Y 4 THIS DWG. PREPARE FROM COMPUTER INPUT LOAD MEN IONS SUBMIT BY TRUSMF . )P CHORD 4x2 SP 11 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. )T CHORD 4x2 SP #! Dense WEBS 4x2 SP /3 TRUSS DEFLECTION MEETS L/480.00 LIVE AND L/480.00 TOTAL LOAD. THIS TRUSS SPACED 0 24.00' O.C. IS DESIGNED TO SUPPORT 2X6 13 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH ADDITIONAL CONCENTRATED LOAD AT LEFT END FROM 8.00' STUD TO EACH TRUSS WITH 3-100 NAILS. STRONGBACK MATERIAL TO WALL (13.75 PSF) SUPPORTING 21-04-00 SPAN ROOF TRUSSES BE SUPPLIED BY ERECTION CONTRACTOR. WITH 02-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND ±OTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED 17.00 PSF DEAD. 'PSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 856.16 LBS. � 1 � 1419# L—_2'6 H ~� t ( �• 15'3"12 V44XXX X X X4 X X6 X T Xb 3X3 X X X4 3Xb 8' • 15'3"12 4X8 2X4 1 15'3"12 R=2248# W=3"8 R=856# W=3" ?T. TYP.-ALP N DESIGN CRIT-TPI QTY - TOTAL - 5 REV. 17.2m SCQALEI20.�75 ALPINE ENGINEERED PRDDOCTS. IMC. TRUSSES REOUIRE EXTREME CARE 10/24/95 T C LL 40 .0 PSF REF XIMPORTANTHM SHALL NA1 BE RESPONSIBLE FOR ANT ARNING IN HANALING. ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE NIB-91 BY TPI. SEE THIS DESIGN T C DL 1 0 0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTB6 9Y TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE �� E '� ALPINE CONNECTORS ARE MADE OF 206A GALY. STEEL MEETING ASTM WIREMENTS. UNLESS OTHERWISE INDICATED, TOP - - BC DL 5.0 PSF DRWG BE U A446 OR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL LATERALLY BRACED WITH PROPER 5606 TRUSS AND UFA.ISS OTHERWISE LOCATED ON THIS DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHARD BC LL 0 .0 PSF RAG CONNECTORS PER DRAWINGS 130, ISO S 160A-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- W SEE - STATE OF TOT.LD. 55.0 PSF o/A LEN. 15-3-12 CONFORM M/APPLICABLE PROVISIONS OF NAS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE (7/1/91) FOR PROPER ' P SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HEIS DRYWALL APPLICATION. FURNISH A COPY OF THISD p10 Q'` IN ONLY. AND SHALL NOT BE RELIED UPON IN ANY OTHER HER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. F DUR.FAC. 1 O O WEEP`',. NG ?4.0 Tvnr ,v4P --NPT TfA 155 IH&/F IIITIITF, Nf15 1991 NAT IIINAI f6SILN SPF^iF Tf ATIAN FT1fi NiNlI1 f(iN•:Tlil if flnK SPACT - 0: 5- 7 T F -4 Y 4 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS DIMENSIONS SUBM TTE Y TR MFR. IP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 17 CHORD 4x2 SP 02 N WEBS 4x2 SP 13 TRUSS DEFLECTION MEETS L/999 LIVE AND L/786.35 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 587.81 LBS. �2161I 3X4 ------- 4'8" - 1 .8- •-�- 4 4 4 IX4 3X3 3x3 1 (4x x v 'v rl e x4 SM I X4 JX3x4 10'8"4 X3 2X R=588# W=3"8 R=588# W=3"8 Ti 10383A -TY ,-ALPIN REV. f7,2m ALE =0.5 000L ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 40 .0 PSF REF t *IMPORTANT**SMALL NOT BE RESPONSIBLE FOR ANY ARNING IN HANDLING. ERECTION ANO DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIB-91 BY TPI. SEE THIS DESIGN �11 �� TC OL 10 .0 PSF DATE 10/24/95 FAILURE TO BUItO IHE TRUSS IN CONFORMANCE WITH OST58 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , �ALPINE COMIECIORS ARE MADE OF FOGA GKV. STEEL MEETING ASTM DUIREMENIS UNLESS O7IERNISE INDICATED. TO _ BC OL 5,0 PSF DRWG ARAB GR B EXCEPT AS IgiEO. APVLY CONNECTORS TO EACH FACE OF C/g110 SHAH BE LATERALLY BRACED WITH PROPER _ 5606 - TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSI7ION LY A77AC-MG PLYWOOD SHEATHING, 607709 CHORD W BC LL 0.0 PSF RAG CONNECTORS PER DRAWINGS 130. 100 C 1SOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE STATE OF _ T Q T,L O. 55.0 PSF Q�A LEN. 10-8-4 CONFORM M/APPLICABLE PROVISIONS OF NDS O TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91! FOR PROPER � P SEAL ON PMIS DRAWING APPLIES TO THE COMPONENT DEPIC7E0 MERE DRYWALL APPLICATION. FURNISH A COPY OF THIS F Q � DUR.FAC. 1 .00 IN ONLY. AND SIMLL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN 10 THE TRUSS ERECTION CONTRACTOR. INE EA`'��l ^ ,/ -7P T{W I. ��if_IN��111111Fi�N�M� 7`l EATTf NAI—OFSlTGtLSPFf!i Tf�T1AN FOR W0011 fofi Tl jr'10N ��PPP SPAC TNfI P4,0 � TV CRT- SV4? 7F - - Y 4 R THISDWG. PREPARE FROM COMPUTER INPUT LOADS 6 DIMENSIONS) SUBMITTED Y TRS MFR. DP CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. OT CHORD 4x2 SP /2 N WEBS 4x2 SP /3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ROVIDE HANGER AT LEFT END OF TRUSS FOR 832.52 LBS. UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. SPECIAL LOADS PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 832.52 LBS. -------------------------------------------------- TC - From 439 PLF at 0.00 to 439 PLF at 3.71 BC - From 10 PLF at 0.00 to 10 PLF at 3.71 �-- 1 -7-8 - 1 -T-8 --� 5 1X4 1 (4 3X v v 4 IX4 e 3'8"8 X4 2X R=833# W=3" R=833# W=3" LT.=TVP.-ALPINE DESIGN CRIT-TPI QTY - I TOTAL i REV. 17.2m SCALE740 5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REGUTAE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF XI MPORTANT'IIIE SHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRACING, SEE HIB-91 BY TPI. SEE THIS DESIGN � ., TC OL 10.0 PSF DATE 10/24/95 NF ' FAILURE TO BUILD THE IRUSS IN CONFORMANCE WITH OSTB6 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE , ALPINE CONNECTORS ARE MADE OF 200A GALV. STEEL MEETING AMIN WIREMENTS. iMLESS OTHERWISE INDICATED, TOP - BC OL 5•0 PSF DRWG A446 GN a EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHOW SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND( ESS OINERWISE LOCATED ON THIS DESIGN. POSITION LT ATTACHED PLYWOOD SNEATMING- BOTTOM CHORD W BC LL 0.0 PSF RAG K - CONNECTORS PER DRAWINGS 130. 150 C 16OA-F. DESIGN STANDARDS WITH PROPERLY ATTACKED RIGID CEILING --SEE STATE OF TOT.LD. 55.0 PSF 0/A LEN. 3-8-8 CONFORM W/APPLICABLE PROVISIONS OF NDS C TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER - SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION. FURNISH A COPY OF THIS Q P IN ONLY. AND SNAIL NOT BE RELIED UPONIN ANY OTHER NAY, DESIGN TO THE iRu55 ERECTION CONTRACTOR. DUR.FAC. 1 .00 ��,c INEE�,.`• iP IWK�TN�Tf 1H—�IITI�IF Nn� Ig�I NATIIINAI 11F5!sN SP,rIFIrAT;nN Fns MN+n rMN`Tn-irrinv i �i�.� SPAf:TNr, 74 n" 7��nr SV 4P D: (5-3273) T F Y 4 THIS OWG. PREPARED FROM COMPUTEINPUT (LOADS 6 IMENSIONS Su M IT TLLLy..j RUSS MFR. 1P CHORD 4x2 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 11 CHORD 4x2 SP /2 N WEBS 4x2 SP 13 TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. THIS TRUSS SPACED 6 24.00' D.C. IS DESIGNED TO SUPPORT ROTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED ADDITIONAL CONCENTRATED LOAD AT LEFT ENO FROM 8.00' STUD JPSIOE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. . WALL (13.75 PSF) SUPPORTING 02-00-00 SPAN ROOF TRUSSES WITH 01-00-00 OVERHANG. ROOF LOAD IS 30.00 PSF LIVE AND 17.00 PSF DEAD. PROVIDE HANGER AT RIGHT END OF TRUSS FOR 107.84 LBS. 432# �4'n-� , 3X6-'7 _T 4 v v 1Hg" 3X9 2X R=507; W=3"8 R-108# W=3" LT. TYP.-ALP NE DESIGN CRIT=TPI OTY TOTAL - 8 REV. 17.2m SCOALE750.5000 ALPINE ENGINEERED PRODUCTS, INC. TRUSSES REQUIRE EXTREME CARE 10/24/95 T C LL 40 .0 PSF REF *I MPORT AN T X X BHALL NOT BE RESPONSIBLE FOR ANY WARNING IN HANDLING, ERECTION AND �� DEVIATION FROM THIS DESIGN O1 THESE SPECIFICATIONS, OR ANY OWING. SEE HIB-Bt BY TPI. SEE THIS DESIGN �U1Twc � RAC � TC OL 10 .0 PSF GATE 10/24/95 A \\UVN_AU\ FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH DST"BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING FIE - ` � - O\\\\v, ALPINE CONNECTORS ARE MADE O' 2DGA DALY. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATED. TOS - - BC OL 5.0 PSF DRWG A446 GR B EXCEPT AS NOTED. APPLY CONECTOR$ TO EACH FACE O CHORD SHALL BE LATERALLY BRACED WITH PROPER 5606 TRUSS AND UNLESS OTHERWISE LOCATED ON THIS OESIGK POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD W BC LL 0 •0 PSF R A G CONNECTORS PER DRAWINGS 130, 150 G I6OA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF T 0 T.L O. 5 5.0 PSF O/A LEN. 1-8-0 CONFORM M/APPLICABLE PROVISIONS O NOS E TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 12/1/971 FOR PROPER O R10* P� SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE DRYWALL APPLICATION, FURNISH A COPY OF THIS Q � DUR FAC. IN ONLY. AND SHALL NOT BE RWELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. INE7H�� ,H --TPI •—TRA155 PI L TF 1NSTItVTF, - NRS .,199!.YtTTnNAI-fiSIGN,SPFH'TFTr' TInN Fnn Mnnn rw lni)r•tON HH .H SPAcrNr �4 0�� FV(1l- rj�/y 4jgj;�D; - F NE A - THISWG PREPARED FROM COMPUTER NPT (LOADS DIMENSIONS) SUBMITTEDTRUSSMF . )P CMORO 4x2 SP P2 N TRUSS DEFLECTION MEETS L/999 LIVE AND L/999 TOTAL LOAD. IT CHORD 4x2 SP E2 N WEBS 4x2 SP E3 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. ALL PLATES ARE 1X4 EXCEPT AS NOTED. m fU m N m m m m m m m N m cu TZ Q 2K2 R=110 plf W=8' AT .sTYP.-ALP NE DESIGN CRIT=TPI OTY = 2 TOTAL REV. 7.2m HALE75065000 ALPINE ENGINEERED PRODUCTS, INCTRUSSES REQUIRE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF *IMPORTANT*)t SHALL NOT BE RESPONSIBLE FOR ANY' WARNING 1N HANDLING, ERECTION AND nDEVIATION FROM THIS DESIGN OR THESE SPECIFICATION& OR ANY OWING. SEE HIS-GI BY TPI. SEE THIS DESIGN �''t1 ll 1 f'�., TC DL 10 .0 PSF DATE 10/24/95 FAILURE TO BUILD THE TRUSS 1N CONFORMANCE WITH OSTSS BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRACING RE ` v �� ALPINE CONNECTORS ARE MAGE OF 20"QALY. STEEL MEETING ASTN OUIREMENIS. UNLESS OTHERWISE /NOICATEO, TOP _ - BC OL 5.0 PSF DRWG AAAG GR B EXCEPT AS NOTED. APPLY CONNECTOM TO EACH FACE OF CHORD SHAH BE LATEAAI.LY BRACED WITH PROPER 5606 TRUSS AND UNLESS OINIERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD M BC LL 0.0 PSF RAG CGNNectom PER DRAWINGS 130. ISO G ISOA-F. DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEILING -- SEE - STATE OF TOT.LO. 55.0 PSF 0/A LEN. S—O—O CONFORM M/APPLICABLE PROVISIONS OF NDS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/911 FOR PROPER LORlOY' '•- SEAL ON NNIS oMMiNG APPLIES 10 f1E COMPONENT DEPICTED HERE DRYWALL APPLICATION. fINRNISH A COPY OF THIS �(. Q � DUR FAC. 1 .00 IN ONLY. AND LIAR NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRACTOR. •--NPI IM.SS PIAif INSTII ITF N(/S 7791 NATTMIAl,�FSIfN 5PfflFIrAi10N FRR wn0n fON':INIrflynN ��'+1•NE.++,I SPA(-TNG ?4..0,1 TVF)r Gv42nah 1 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Muth Addition Neptune Beach,FL 32266-1798 06-01-00 Page 2 Project Summary I Project: Muth Addition Company: Ocean State Heating &Air Conditioning Client: Suntastic Patio Rooms Representative: Jeri Boca Address: Michael Kaufman Address: 1476 Atlantic Boulevard City: City: Neptune Beach, FL 32266 j Phone: 219-8008 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 I Design Data Project Name: Muth Addition Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures r Total Building Supply CFM: 1,777 CFM per square foot: 0.812 Square feet of room area: 2,188 Square feet per ton: 517.75 Building Loads Total heating required with outside air: 48,443 Btuh 48.443 MBH Total sensible gain: 39,048 Btuh 89 % Total latent gain: 4,667 Btuh 11 % Total cooling required with outside air: 43,715 Btuh 3.643 Tons (based on sensible +latent) 4.226 Tons (based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,June 01,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Muth Addition Neptune Beach,FL 32266-1798 06-01-00 Page 3 j Total Building Summary Loads I Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 324 10,572 0 16,543 16,543 80 Glass Door Double Clear Glass Metal Frame 145 4,731 0 4,843 4,843 10D Door Wood Solid Core 38 601 0 358 358 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,453 5,886 0 3,219 3,219 13C Part R-11 + 1/2" Gypsum(R-0.5) 142 288 0 204 204 16G Ceiling R-30 Insulation 1,304 1,936 0 1,936 1,936 201 Floor Over Open Crawl Carpet+ R-19 204 441 0 157 157 22A Slab on Grade No Edge insulation 155 5,650 0 0 0 24D Wail Metal, Light, R-4 42 473 0 280 280 25D Roof Metal, Light, R-4 188 2,115 0 2,171 2,171 Subtotals for structure: 3,995 32,693 0 29,711 29,711 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 2,307 0 3,550 3,550 Infiltration:Winter CFM: 271.8, Summer CFM: 120.8 507 13,443 4,207 2,787 6,994 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 39,048 Temperature Swing Multiplier: X1.00 Building Load Totals: 48,443 4,667 39,048 43,715 j Check Figures i Total Building Supply CFM: 1,777 CFM per square foot: 0.812 Square feet of room area: 2,188 Square feet per ton: 517.75 Building Loads Total heating required with outside air: 48,443 Btuh 48.443 MBH Total sensible gain: 39,048 Btuh 89 % Total latent gain: 4,667 Btuh 11 % Total cooling required with outside air: 43,715 Btuh 3.643 Tons (based on sensible + latent) 4.226 Tons (based on 77%sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. l! I Thursday,June 01,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg 8 A/C Muth Addition Neptune Beach,FL 32266-1798 06-01-00 Page 4 ~ System#1 Summary Loads Component Area Sen. Lat. Sen. Total I Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 324 10,572 0 16,543 16,543 80 Glass Door Double Clear Glass Metal Frame 145 4,731 0 4,843 4,843 10D Door Wood Solid Core 38 601 0 358 358 12C Wall R-11 + 1/2" Gypsum(R-0.5) 1,453 5,886 0 3,219 3,219 13C Part R-11 + 1/2"Gypsum(R-0.5) 142 288 0 204 204 16G Ceiling R-30 Insulation 1,304 1,936 0 1,936 1,936 201 Floor Over Open Crawl Carpet+ R-19 204 441 0 157 157 22A Slab on Grade No Edge Insulation 155 5,650 0 0 0 24D Wall Metal, Light, R-4 42 473 0 280 280 250 Roof Metal, Light, R-4 188 2,115 0 2,171 2,171 Subtotals for structure: 3,995 32,693 0 29,711 29,711 Active People: 2 0 460 600 1,060 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 2,307 0 3,550 3,550 Infiltration: Winter CFM: 271.8, Summer CFM: 120.8 507 13,443 4,207 2,787 6,994 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 39,048 Temperature Swing Multiplier: X1.00 System Load Totals: 48,443 4,667 39,048 43,715 Check Figures Supply CFM: 1,777 CFM per square foot: 0.812 Square feet of room area: 2,188 Square feet per ton: 517.75 System Loads Total heating required with outside air: 48,443 Btuh 48.443 MBH Total sensible gain: 39,048 Btuh 89 % Total latent gain: 4,667 Btuh 11 % Total cooling required with outside air: 43,715 Btuh 3.643 Tons (based on sensible + latent) 4.226 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Thursday,June 01,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Muth Addition Neptune Beach,FL 32266-1798 06-01-00 Page 5 Room Load Summary Reports I System#1 Room Load Summary i Htg- Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Stuh Stuh CFM Fact CFM CFM ---Zone 1-- 1 Famliy/Ki 696 6,005 78 0-0 0 6,336 448 288 1.00 289 288 tchen 2 Living 405 13,475 175 0-0 0 9,654 1,087 439 1.00 439 439 3 Bedrms 899 12,013 156 0-0 0 11,365 1,414 517 1.00 517 517 4 Sunroom 188 16,950 220 0-0 0 11,693 1,718 532 1.00 532 532 System 1 2188 48,443 630 39,048 4,667 1,777 1,777 1,777 Totals Main Trunk Size: 22x14 in. System #1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total I Tons Split Stuh Btuh Btuh Net Required: 3.643 89%/11% 39,048 4,667 43,715 Recommended: 4.226 77%/23% 39,048 11,664 50,712 System#1 Equipment Data Heating System Cooling Svstem I Thursday,June 01,2000 ' F f MAP SHOWING BOUNDARY SURVEY OF PART OF LOTS 99 AND 100, SELVA LINKSIDE UNIT 2, AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 85B, CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. REFER TO SHEET 2 OF 2 SHEETS FOR COMPLETE DESCRIPTION. ----�'- dpi:✓A''`>r�/A�3/A64�q,,�s9cF 01A65z , PALTE 4614 r �jo(va45,0o,G 5,0.op/ —{ .a n E 70iNT of 1��_l 10 EASEMENT for. DAAAM/A5f6, (/T/Ciy/EL y SfwC�S ECTaE DF WATEeS 0 •.I yl fir'ToP of JAN, (1fM Y-lam M Q� W Q Fpk7/ aI � 0 NoTE.'A!1 fEn/c CS A.,14 G' yloo0 n V iy 0 OM� ti Q 0 1 +'X 1' to V Ac.rte' .Vl/904 �vS A E.UYRV v ti 4 1 L 56445 E conic W ° x't T.E.A.Eq�,`iE.vr. 0 1M� h 7R4.tA46RrI[ ca./c �8 p 7oq i\ �• ay//"4,Tq©� meg• NoZ*SS 4872 K/ �� 80 RFT ANII 14SAS06yl,4TES; INC. 1 D LANE, S017E 240, JACKSONNLLE, FLORIDA -52207 PHONE. (901) 596-4777 FAX. (904) 546-5651 GENERAL NOTE I P.C. POINT OF CURVATURE LEGEND R RADIUS (1)BEARINGS S ARE BASED ON P.T. POINT OF TANGENCY L DELTA(INTERIOR ANGLE) `�d.'{5'0o f el:inlY T Es1GY" '- P.R.C. POINT OF REVERSE CURVE A ARC LENGTH 9�,�ppRy�n(E of Salo P.C.C. POINT OF COMPOUND CURVE C CHORD (2)THIS PROPERTY HAS NOT BEEN AB RACTED P.O.C. POINT ON CURVE CB C110RD DEAR FOR EASEMENTS. COVENANTS. RESTR TIONS (L BUILDING RESTRICTION LINE A/C AIR CONDITIONER ER CENTER LINE CONC. CONCRETE (3)UNDERGROUND UTILITIES SERVING THIS I.P. IRON PIPE R/W RICHT-OF- Y PROPERTY HAVE NOT BEEN LOCATED OR FD. FOUND 17 SHOWN � (4)THE PROPERTY SHOWN HEREON LEES WITHIN SCALE FLOOD ZONE"X" AS SCALED FROM ¢-ZB•o,v NATHAN E. PERRET, FLA. CERT. NO. 5752 f.E.M.A. FLOOD INSURANCE RATE MAP, PANEL DAM OE FIELD SURVEY CARL 5. COURSON, FLA. C£Rr. NO. 3129 DATED 8-15.89 CBS 1715 F.0. /74- PG.42 AaF YALO wymff nK SAOmn4w a nK ORAW L RASED SEAL Or A FLOIN44 LA2MW XWOF OW R YA~ ORDER NO. 54> o 6D'¢ L MAP SHOWING BOUNDARY SURVEY OF DESCRIPTION AS FURNISHED: PART OF LOTS 99 AND 100, SELVA LINKSIDE• UNIT 2, AS SHOWN ON PLAT RECORDED IN PLAT BOOK 47 , PAGES 85, 85A AND 8511, CURRENT PUBLIC RECORDS OF DUVAL COUN'PY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR POINT OF BEGINNING COMMENCE AT THE SOUTHEAST CORNER OF SAID LOT 99 AND RUN SOUTH 83' 15' 00" WEST, ALONG THE SOUTH LINE OF SAID LOT A DISTANCE OF 111 .31 FEET TO A POINT; RUN 'THENCE NORTH 06' 45' 00" WEST, A DISTANCE OF 11 .00 FEET TO A POINT; RUN THENCE SOUTH 83' 15' 00" WEST, A DISTANCE OF 37 .00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF LINKSIDE DRIVE (A 50 FOOT RIGHT-OF-WAY) ; RUN THENCE IN A NORTHERLY DIRECTION ALONG THE ARC OF A CURVE IN SAID RIGHT-OF-WAY LINE, SAID CURVE BEING CONCAVE TO THE EAST AND HAVING A RADIUS OF 1,308. 12 FEET, A- CHORD BEARING AND DISTANCE OF NORTH 02' 58' 47" WEST, 50.11 FEET TO A POINT; RUN THENCE NORTH 83' 15' 00" EAST, A DISTANCE OF 37.00 FEET; RUN THENCE SOUTH 06' 45' 00" EAST, A DISTANCE OF 11 .00 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 99; RUN THENCE NORTH 83' 15' 00" EAST, ALONG SAID NORTH LINE A DISTANCE OF 108.02 FEET 1'0 THE NORTHEAST CORNER THEREOF; RUN THENCE SOUTH 06' 45' 00" EAST, ALONG THE EAST LINE OF SAID LOT 99, A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING. CERTIFIED TO: F�3EVG51G1'S T MUTN, FiR9T ArjEr31cA&1 T/i'GE T�/6�/r�gA/c ccvv/PAAIY, W,4T4,o. osdo^k/e, P.A. SHEET Z of Z SHEENS PEWRET AYVD AASASOCIATES,, INC. 1710 SHADOMOD LANE, SUTTE 240, JACKSONVILLE, FLORIDA 52207 PHONE: (904) 398-4777 FAX: (904) 548-3831 GENERAL NOTES : LEGEND (1)BEARINGS SHOWN HEREON ARE BASED ON P.C. POINT OF CURVATURE R RADIUS 6oa'45'a0"E &ZidL -W E'A�7fE Y... P,T. POINT OF TANGENCY D DELTA(INTERIOR ANGLE) 7 P,R.C. POINT OF REVERSE CURVE A ARC LENGTH 6,1doAJ41 LW6 O SA/o GTT. P.C.C. POINT OF COMPOUND CURVE C CHORD (2)THIS PROPERTY HAS NOT BEEN ABSTRACTED P.O.C. POINT ON CURVE CB CHORD BEARING FOR EASEMENTS, COVENANTS, RESTRICTIONS B.R,4 BUILDING RESTRICTION UNE A/C AIR CONDITIONER Q CENTER LINE CONC. CONCRETE (3)UNDERGROUND UTILITIES SERVING THIS I.P. IRON PIPE R/w RICHT-OF-WAY FD. FOUND PROPERTY HAVE NOT BEEN LOCATED OR4 SHOWN (p (4)THE PROPERTY SHOWN HEREON UES WITHIN SCALE I FLOOD ZONE'A" AS SCALED FROM 4.to_oo NATHAN F. PERRET, FLA. VERT. NO. 5732 F.E.M.A. FLOOD I RATE YAP. PANEL /2v�7•0Z176 , DATED g-i6-gq DAIS 0r nap SURVEY CARL S. COURSON, FLA. CERT. NO. 3129 . LB- 6715 FA/74 p+• 41- NOT Y,IIO MflNOYT Ri swanow t YW 006MNL AWOD MU Or A n0=01 UCVOW MM'K R t WR1W ORDER NO. Loon• 19" Jr CITY OF ATLANTIC BEACH 800 SENIINOLE-ROAD ATLANTIC"BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number 06-00033894 Date 9/12/06 Property Address . . . . 1595 LINKSIDE DR Application type de cription ELECTRIC ONLY Property Zoning . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc RES/ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MUTH, FREDERICK HOYT ELECTRIC, INC. 2210 CORPORATE SQUARE BLVD. ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 724-4774 ----------------------- ----------- Permit . . . . . . l ELECTRICAL PERMIT Additional desc Permit Fee . . . . 85 . 00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/11/07 ------------------------- --------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 85 . 00 85 . 00 . 00 .00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 85 . 00 85 . 00 . 00 . 00 k PERMIT IS APPROVED ONLY ACCORD CE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH, FLORIDA APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR DATE: q 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 FIRM: MASTER ELECTRICIAN SIGNATURE: OWNERS NAME: '//�t,[.�,L�i ADDRESS: /-5 oZ ,Q, ,�I1►.RFD BOX_ BLDG. SIZE BETWEEN: RES.6 APT.( ) COMM.( ) PUBLIC( ) INDUS.( ) NEW( ) OLD( ) REW.( ) ADDTTION�j' TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT.� SERVICE: NEW INCREASE REP CONDUCTOR SIZE AMPS: COPPER ALUM. FEES SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST. SERV.SIZE AMPS PH 3 W VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED OPEN TOTAL RECEPTACLES CONCEALED 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 CEII.. KW-HEAT CONDITIONING ® COMP.MOTOR OTHER MOTORS AMPS HEAT O.I 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 i VA I MA I MOTOR "TCH I FLASHERS EACH SIGN Updated 5/208002 OOO wow 00m00 V *J-J 000 000 APA WWW NNN -,• ii I I I I I I I I I 1 1 1 I I I I I I I I I I I t I I I 1 1 1 I I I W i i (-4 - - \W \W i i W i i W i i W i\i \W i\.i `W i i W i i W i i - N4.O -0.N Pw P► N -th. 00 -PN -P'�I -06NAO.4► N -NLn -PN-4 .P .PN .PaW .paN0.N .AN4► 46 A s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s 7 s s s I1 it II it 11 II 11 it 11 II If II II II it II II II 11 If it II II II 11 II II II 11 II it 11 11 it II II 11 II II II II it 11 11 11 II 11 iozo ;D 0000000000oV:Ij.IVBl nbr ;n' T)b)zpL"n n JmZA P P �WWWWWNNNNN-�-•- -•-•0000 -j0L4 — 0LH -+ cD -40 " OO.M4 "000M.Ph. " 0 JtW -+ W -40W -?W -40N0W0 -4- NO00t7rAN 3ANG 301SNN1-1 alma .zz J J 1� ImSV3 .9',00 w w w ... wi C? O -TI 1 0 oa s'D iC7 OO z V) m X m Z Ova "0/tl g''j 6 --I —I •t,3-1300 LO LS �- TS 1 z At 'A ,LT —1 Qljtld 0 cc3 ca m CIL"+ Stl3 'iNItlW � N011N N *+ N 135 � 30tlN1tl23 OZ M00"5V.90u 00,09 z BENCHMARK (HIGH POINT USED TO DETERMINE A.B.M.) 26" A.B.M. ADDRESS:400rl595 LINKSIDE RRIV GRADE TYPE: A COMMUNI SOD: 5570 sq.ft. LOT: 99 UNIT 2 12 PALLETS ♦, r i , , ,,, �.� DWG.: 9 9 s L-2 . ®W G FENCE: N/A DATE: 10/13/95 FLATWK: 965 sq.ft. NC)Frf 1 rL FUDA DIMION DRAWN BY:M.D.O. 13 cu.yd. 5 9A E: 1 "= 2Q..00' FNDTN. TYPE: MONO a. AP"PR _ CITY OF ATIA :IC BEACH BUll.alNG FF10E la ( r 2 "j 1995 OCT 2 .995 Zoning Budding and Z g TYPICAL SECTION A-5 (.(©,3 Cc9�Mt '-�-J Roof PAW-L.-'5 (I TTL ct 5EE SECTION 6-5 �► CON�OSITE PALL EDGE 6EAM 02 G T F1 I Cp PAtLL(5) I R00F PAWL'CLEAR SPAN ^� Z —d PgTIO 1 Lzoof Z EACH (T IDW'E ]4�-�5 oVErzi-IANG —"Nb WWO\V5 8 VJC&ANEL Oil SUNG VOOR.5 NTS T� 6M Sf--CTIoN E-5 cowtR2 MUjjON5 SEE SECTI N n-5 ul 2. nooR.S 6 8' L1O (MAK NDTt1 T-3) ! GLASS SLUNG 7 OR ALR IN \VWO\VS\VIT1I 4&-PA1 LL 0 bOTTOM Lj OOTTOM PANP-L MAY K-COWObrrE OR.TU' e c n GLa55) C-5 2 EACH#Q 6AR5 �ACIc SonN�LE TY `a-CONCRETE fOOTNG i faWA" 1 f 0 87 PATIO PAW-LCTION(\VDTJ n I E T PICAL. 0 ION LNn VL\V BETTER L IV .I NG Pa-t i o Rooms STANDARD ELEVAT I0 NS AND DETAILS ATTACHED HERETO. \ \ \ / \ \ - r7---- 7 ---y ----�- i. , / -LF VEZ\ 5z A \ �. ��r END ASCIA a i 114PPROVI D > CITY .OF ATLANTIC $EACH 13UIL_DING OFFICE 64 mi / .�\// / , , , , ; },; JUN 12 20n0 2E (;1? 7 t r 'D (87`MAX) `�.� , �- )PAC 155 CONCRT-E PATIO _LA6lFOLNPATi0N Atm YRONT� WALLJ t $,ZOOO 17 3. City of,Atlantic Beach PA�TIO 00� �6 d ' ng �i��V unto C .aU I.00 ] ��A ��TE �P�CIFIC PL4N T (WT To xALE - ZILMAT4 caPYw4ilT WTIa: coPYwG1JT 2000 - ALJ-ROT-5 Q C 5 tZVP-D el caAL TY �TRLlCTI Q c DE SKTJ AnbiaR�aV� N I-G� r ILNTgS-(1C / 6E-TERJ-WNq' PAjV ROOM-5 Property Owner: rald f 7 4 6 6EAC J baa-LV=D - JACK-ON�/W 977 SlteAcldress: /� 9'S � goad-996-66 N �800-s61-5166 .SUN 8 200 Date: �;' DEIGN i PRAM/W.5 e)Y CIALTY 6TI2-XT `o\ b I Ho se dab I Horse \ Ro � yo Ro \ p-- \\ \\ 3' ' HoneyCornbed \� `\ �S-D ombed Composite Roof Compos i to Roof �\ :. .... .,. ... ` F x'ed 1 cis F i xe ss 7ed \ I ; \\ \ .F 1 xed G I QSS /- r" F i,xed G-1/as � 7 Daft soda Msyslocn GM( hT, Mde [Egavaidan g - ---------------------------------- ---- ----- HOST STRUCTURE (EX IST I NG S .F _D _) a LL- =D l x i O w r �•3` Peer [Ebayadan is -C—M47c ELLV-.Tl0N,5 - 5TUPIO GLabb LNCLo,5uZL (WT To 5cALE 6CULMATIc) BETTER L IV I NG Patio Rooms STANDARD ELEVAT I,ONS AND DETA I LS ATTACHED HERETO CWY 1124.OT NOTIC °COPYwC'aT -ALL R.lgar b R u),ckvI=D e>Y —Afr,-cuu-TY -,�TwxTu L m - N AND/OR DAVD \V.Wuc Q AINTA511C /'6Ej-rEIZUVK PAW IZOomb Property Owner : /'.P � A10714 6 bLACA.J r r\/AU - JAck L M h/" flL 904-996-1616 - h800-561-5166 S i to Address /� 9J L.c�c.1�6 r�`- Date: JUN - 8 2DU� LAYOUT I'LAN5 WALL 5ECTION5 oil EXI5 N ING iC> C o� 0 ALa o C3 0 0 Q0 � `0 96.75" 69" �S9 96.75"� � 96.75" Ilk o (MAX,) Q Q. (MAX.) 69 69 (MAX.) 1% c> C r r STUDIO ROOM - 51DE-WALL (A) c STUDIO ROOM - FRONT-WALL (B) STUDIO ROOM - SIDE-WALL (C) ► �` A55EM 1LY TAI 5 _ D� L5 ALUM. PANEL HANGER 5 0a CONNECTS TO WALL�_5TUD5 - DM 69"x 78" D OR ROOF KAFFTERS Lt IJ 0 ,�C3 SEE ALLOWABLE Lftp $ C3 5 - WALL g TABLE FOR PAN€L 51S MINIMUM SLOPE 1:12 IR STUDIO ROf - FILOOR PLAN GUTTER FASCIA N T 5CA E HEADfffK PORT BEAM ALLOWABLE LIVE LE FOR 13 FT. PANEL (WIPH 12 FT. OR LESS SPAN) TRANS M (OPTIONAL) c ALUM. SLIDING 20 P5F 25 P5F 35 P5F 40 P5F 45 P5F �i0 P5F 55 P5F 60 P5F DOOR OR WINDOW p 3 HC HC HC+H 3 HC+H 4.5 HC 4.5 HG 4.5 HC+H 4.5 HC+H TEMPERED GLA55 - ® SLIDING DOOR ON SILL 0 SECTION WITH DOOR '; _ FOR STUDIO ROOM CONSTRUCTION �a FLooRCHANNEL ` 0 4.WIND LOAD = 2 PSF 10. ABBREVIA ' 1. STRUCTURA MALL COMPRISE 5 0 DECK/SLAB 6063 T6 KUSION5 PROVIDED FOR 80 MPH EXP05UKE 413,0 BY 1�4A JUFACTUKING COMPANY. 5. DEAD LOAD5 =5 P5F le MV-LLIONTYPICAL5TU TION 2. AL L�ADC ARE BASED UPON 6. DOOR AND WINDOW LOCAITIIONSOW MULLION NO THE OF THE: ULTIMATE LOAD/2.5 ARE INTERCHANGEABLE UNEL OR TH AD AT SPAN/120. 7. GLASS KNEE WALL5 ARE HC= HONEYCOMB PANELS INTERCHANGEABLE WITH PANEL5. PROJECT: CONTRACTOR:, 3. HC REFERS TO GRAI=T-GILT HONEYCOMB H =THERMALLY-BROKEN ' Y PERAW PANELS WITH COATED ALUMINUM SKINS 8. WIDTH OF B-WALL MAY VH-STIFFENER BONDED TO HONEY,�-OMB CORE MATE L DOOR/WINDOW LAYOUT USO 24FT. 0/H = OVERHANG 12'X12'2" STUDIO CIM 9. AUTHORIZED FOR BETTERL4IVING. (SEE 5PAN'TABLES) &CONNECTED TO ADJACENT PAN P5F= POUNDS/5Q. FOOT DRAWN BY: CJJ DWG NO.: Em50-1 he-5d GENERAL L2IN VINYL CLEATS OR H5. PANED DEALER USE ONLY. ( P-PANEL �► SCALE:1"=50" DATE: 7/19/99 IN 3",4/z" AND 6"THIO FT FEET fi� ALUM. =ALUMINUM : s Betterliving Patio Rooms Roof Panel Specifications by Projection for 100 mph Wind zone/.30 psf Projection/Span Specked.Roof Panel System 10 Ft T'HoneyComb 11 Ft 3"HoneyComb 13 Ft. 3" oney omb w/Stiffeners 14 Ft 4.5" HoneyComb 15 Ft 4.5"Honeycomb w/Stiffeners 16 Ft 4.5"HoneyComb w/Stiffeners 17 Ft 4:5"HoneyComb w/Stiffeners 18 Ft 4.5" HoneyComb w/Stiffeners 19 Ft 6"HoneyComb w/Stiffeners Section B-5 30 PSF Wind Load Fastener I Spacing by Roof Panel Span Span Spacing From To 8' '7" Header Arm Roof Panel 10' (Y Header Arm Roof Panel otifPanel 16' 41# Header Arm Roof Panel 18' 4" Header Arm Roof Panel 8' 18" Header Arm/Support Header Support I Door Heade 10' 17" Header Arm/Support Header Support/Door Header 12' 14" Header Arm/Support Header Support/Door Heade6 14' 13" Header Arm/Support Header Support/Door Header 16' 11" Header Arm/Support Header Support/Door Header 18' 1'0" Header Ann/Support Header Support/Door Header j I ' i I(,AL SIDE WALL CONNECTION TION I)ET ILL TYFICAL FRONT WALL CONN ION DETAILS - A5 6 4 #8x1/2"Tek @ 18" 55 A5 for timber wall: Hs #8x1/2" Tek@endo #8x1/2"Tek@ends i B5ason Hex®20"O.C. 5 A6 "- „ As forry wall: 1/4"x21/2"Lag Screw A SECTION A-6 rv- With Lag shield @ 20"O.C. -6. ss is is 05 05 E5 E5 x1'/2"Tek@8" Q _ F cs os #8x1/2"Tek@endo 8x1 ride #8x1/2"Tek @ 36" #8x1/2"Tek®36" 8x1/2"Tek@8" 4 ro #8x1/2"Tek@24" 5 06 TYPICAL STUDIO ROOM FRONT WALL (5-5� 5 CTION A-5 TYPICAL_ STUDIO ROOM 51DE WALL (6-6) SECTION B-6 #8x112"Tek @ " -- C5M Silicone Sealant #`8x1/2"Tek @ " #8x3/4"Tek@24" *3X1/2"TekOD1211 #8X1/2 11 • #8x1/2"Tek@15" k@15" i �, �, „ #8X1/2" TekC�15" #8X1/2"Tek@15" �,<e '�. S "_ ,, #8x1/2 Tek@15- 1 Tek@15 #8x112 Tek @ #8x1/2 Tek® for wooden dec ; for co f ... 2x#14x2"-3 Hex@16" Zx 114 Ichor@16" for woO.en deck: for concrete slab: 3x#14x2"-3"/column &3 #14x2"`IHex@18" 114"x1 112" Nail A Q- Alumn &3x#14x2"/column &3x1/4"x11/2"/ C3 SECTION 5-5 5EG . r ,�� -6 , SECTION D �„ ` #8x3/4"Tek@12"rim p. #8x1/2"Tek @ 20" —#8x3/4"Tek@12" �-#8X314" Ifiek@4 #8x1/2"Tek @ 20 #8x1 2"Tek @ 20 „ #8x3/4"Tek 0 20" — #8x112"Tek®20" 8x1/2"-lfek@8" #8x3/4"Tek@12" ® #8x1/2"Tek @ 16" 4„ #8x112"Tek @20 5ECTIO,N E-5 #8x3/ Tek@1 2„ _H • ,� '� 5ECTION D-5 All #8x1/2"'lTek@8" � -- #8x1/2”Tek @ 20 ' ! S �KQ .4, � �- SECTION F-6 � SECTION G-6 C) NOTE5 FOR STUD SECTION E-6 Q, 1. CONNECTION DETAILS FOR 5TUDIO 3 ROOM WITH MAX ROOF SPAN OF 18 FEET:. ,C. 2. STRUCTURAL MEMBERS SHALL COMPRI@iE 4. AUTHORIZED KLIVING for masonry wall _ 6063 T6 ALUMINUM EXTRUSIONS PROVIDED P 1/4"x11/2"Nail Anchor @ 8" —f rQall: for wooden wail: 1/ all Anchor@32" BY GRAFTBILT MANUFACTURING COMPANY. Q, #14x2"Hex @ 8" for wall• , #14x ex932" #8x112"Tek G�8" #8x1/2"Tek @ 8" �.. . PROJECT: CONTkACTOR: #&112"Tek @ 20" _ In5TUROOM I. #8x3/411Tek(020° CONNECTION DE S S E CTI O N H 5 ECTI O N I-6 PRAWN I3Y:CJJ _ DWG NO.: Em50-cxn-od i <S SCALE: 1/5„ = 1 DATE;: 7/19/99 *Allhlft 'S Forc IT 57