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Permits-2019 Beach Ave PackCITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 11-00002625 Date 9/23/11 Property Address . . . . . . 2019 BEACH AVE Application type description RESIDENTIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 150000 ---------------------------------------------------------------------------- Application desc addition/renovation ---------------------------------------------------------------------------- Owner Contractor HARKELROAD BEACHES BUILDING LLC 1430 FOREST MARSH DRIVE ATLANTIC BEACH FL 32233 NEPTUNE BEACH FL 32266 (904) 626-5556 ---------------------------------------------------------------------------- Permit . . . . . . RESIDENTIAL ALT/OTHER Additional desc . . Permit Fee . . . . 630.00 Plan Check Fee 315.00 Issue Date . . . . Valuation . . . . 150000 Expiration Date . . 3/21/12 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS * CARBON MONOXIDE DITECTORS ARE TO BE REQUIRED AS A RESULT OF ATTACHING THE GARAGES TO THE EXISTING BUILDING. DETECTORS SHALL BE INSTALLED ON THE OUTSIDE OF BEDROOM DOORS AND WITH IN 10 FEET OF THOSE DOORS. * * NEW EXTERIOR STAIRWAYS WILL BE ALLOWED TO MATCH EXISTING STYLE OR DESIGN ONLY IF THE EXISTING STAIRS ARE FLORIDA BUILDING CODE - RESIDENTIAL COMPLAINT. * Roll off container company must be on City approved list and container cannot be placed on City right-of-way. Call Public Works (247-5834) for Erosion and Sediment Control Inspection prior to the start of construction. Construction parking cannot block Beach Ave at any time. ------------------------------------------------------------------------ PERMIT I@fiAbJWV1t�e1*LV IN ACCORDANCE WITH ACLCITV-(WAUAWWIkBgRAcdi6wA4cFS AND THE FLORIRV 4 5 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Page 2 Application Number . . . . . 11-00002625 Date 9/23/11 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DEV REVIEW -SINGLE & 2 -FAM 50.00 ENG REV PRE APP > 3 HRS 25.00 STATE DBPR SURCHARGE 9.45 ---------------------------------------------------------------------------- Fee summary Charged Paid ---------- Credited -------------------- Due ----------------- Permit Fee Total ---------- 630.00 630.00 .00 .00 Plan Check Total 315.00 315.00 .00 .00 Other Fee Total 93.90 93.90 .00 .00 Grand Total 1038.90 1038.90 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH ' 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 6y Job Address: 21e4each, Avenue Permit Number: -&-7c;? 6c� 5� Legal Description Valuation of Work $ 150,000 Proposed Work heated/cooled 1150 Class of Work (circle one): New Addition Iteration Repair Use of existing/proosed structurem s) (circle rcle one): omercial If an existing structure, is a fire sprinkler system installed? (Circle one): Florida Product Approval # For multiple products use pr uct appFo—val form Move Demolition poollspa window/door Residential Yes No N /A Describe in detail the type of work to be performed: Demo existing garage roof. Add 2nd floor above existing garage. Addme and bonusroomabove. ArA 6-e- m0- q-157=iil Property Owner Information: Name: Harkleroad Address: 2019.Beach Avenue City A.B. State FL_Zip 32233 Phone 904-534-1108 E -Mail or Fax # (Optional) Contractor Information: t Company Name: Beaches Building LLC Qualifying Agent: George R. Henderson Address: 1516 Marsh Inlet Ct. State FL Zip 3225 "0'"""" Office Phone 626-5556 Job Sax State Certification/Registration # CGC 1506954 OM w Architect Name & Phone # Roger Russell 223-3701 ATLANTIC BEACH Engineer's Name & Phone # Louis Gabriel 825-2324 SEE PERMITS FOR ADDITIONAL r Fee Simple Title Holder Name and Address REQUIREMENTS AND CONDI Bonding Company Name and Address Mortgage Lender Name and Address ATE. " Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has comm' "' �,_ issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit 'ecomes n and void tf work is not commenced within six (6) months, or if construction or work is suspended or abandoned for appeertod of six (6) months at any time aJ work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers, Heate Tanks and Air Conditioners, etG WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I herecert that I have read and exami plication and know the same to be true and correct. All provisions of law ordinances governing this type certify will be complied th i ted herein or not. The granting of a permit does not presume to give t o ty to vio to r cant e provisions of any other federal, regulating construction or the performance of construction. Signature of Owner Signature of Contractor ` Print Name CA2Lf ......)4A2tC�e6oM Print Name .......... ...:............._`'................................._ .......................r.............................6tt ........................................................................ Sworcyto and subscr,}b before me Swo to and subsc 'bed M6 0 this Day of y �l r , 20 �� this Day of Notary Public - State of Florida My Comm- Fxpireq Jun in 201-14 o e oFlorid. +r .- Notary Public ? Edward T Slater o ry u tc .,F�� q,., Commission # DD 897789 w9� n My Commission DD863692 a 1S rd o„�aQ Expires 02/23/2013 ti 3' DO S°+TOT PTRTT BELOW - OFFICE USE, ONLY )plicable (lodes: Luui "LGrLt4Lz ev1ew result {circle ones: pproved Disapproved eview imtials/Date: Aiv— Approved w/ C onditians ►eyelougnenf Sipe `?r'�-w �' 1�Ion-�-Iabitabl:e 3/ 5'-3 o �' [abitable Space � S s. mpervious area 36, 6 o ; adon(D CATBPR$$______ ,�isceIl�neousTnfokmation )ccupancy Group R�S ype of Constmction Number of Stories �- 70ni„g District- flax. occupancy Load ire Sprinklers required Flood Zone 1C Conditions/Comments: / NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. 11 -2 6 J. Tax Folio No. State of Jz= L- County of 0 f/ p 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 of the Florida Statutes, the following Information Is stated In this NOTICE OF COMMENCEMENT. Legal description of property being Improved: 2019 Beach Avenue Atlantic Beach, FL 32233 Address of property being improved: 2019 Beach Avenue Atlantic Beach, FL 32233 General description of improvements: Demo existing garage roof. Add 2nd story to existing garage. Add and bonus room. Owner Carl & Judy Harkleroad Address 2019 Beach Avenue, Atlantic Beach, FL 32233 Owner's interest in site of the Improvement 100% Fee Simple Titleholder (if other than owner) Name Address �1} Contractor Beaches Building, LLC 11 Address 1516 Marsh Inlet Court, Jax Beach, FL 32250 \R Phone No. 904-626-5556 Fax No. 904-222-8209 Surety (if any) Address Amount of bond $ Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No. Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06 (2) (b), Florida Statutes. (Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLYAN-1 _POWNER d. SigneD TE � Before me this day of M the C Duval, a of FI �&Afn onaMy a se Band Jw affirms that all statements and deda In by Netary RUINIc State of Florida e and accurate Edward T Slater uc�c R u i': i r . CK 6K; 3708 rage i z04, o My Commission DD863692 fJurrber Pa gea OFA,oF Expires 0212312013 Recorded 09x9 2011 at 11 13 .AM. J(Ui FULLER CLERK CIRCUIT COURT DUVAL C C U NTY Notery Public at Large. Stat Co of RECORDING 31000 My Go" misalonexpl Personally Known or Produced Identifica Map Output JAXGIS Property Information 10ir 4 7060 t ma "eo'a.n�.1c>xauna.wr...r+ir.nss�a visas i ssw Page 1 of I http://maps.coj.net/Vv'EBSITE/DuvalMaps/toolbar.asp ep 1oOd EDC vacuapon PAC ise PZ H I HN Cehool Wrool I;g otice EY ." do— TransaeYon dN eras ook-Pae 8 anal opal Descd tlons P one ahSlle one ne one one one ep e ayport 019 15-93 09 -2S -29E of in of in of in /A / A A A or on rtace A A A NA 169708 000 ARKLEROAD CARL E EACH AVE BEACH 150000 .229 11-1-01-�-- N ATLANTIC BEACH UNIT NO 3 P lood shStte nterpris AT 2 one lannin i LA TLANTIC OT 67 one one Dlst: 300' 2. 9/15/2011 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 81 The lower the EnergyPerformance Index, the more efficient the home. 2019 Beach ave, Atlantic beach, FL, 32233- 2233-1. 1 .New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 805.50 ftz b. Frame - Wood, Exterior R=13.0 270.00 ft' 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 1 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ftz) 907 a. Under Attic (Vented) R=30.0 906.50 ftz b. N/A R= ftz 7. Windows— Description Area c. N/A R= ftz a. U -Factor: Dbl, default 119.80 ftz SHGC: Clear, default 11. Ducts b. U -Factor: N/A ftz a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 225 ftz SHGC: 12. Cooling systems c. U -Factor: N/A ftz a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A ftz 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A ftz HSPF:8 SHGC: 14. Hot water systems 8. Floor Types Insulation Area a. Electric Ca 1 gallons p a. Raised Floor R=0.0 681.50 ftz EF: 0.99 b. Raised Floor R=19.0 225.00 ftz b. Conservation features c. N/A R= ftz None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building O�-THE ST4 Construction through the above energy saving features which will be installed (or exceeded) _ _ o in this home before final in9p ction. Otherwise, a new EPL Display Card will be completed w4',,,;'''� •_ �n based on installed Code liant f tur S. Builder Signature: Date: Address of New Home: ?M 13E4Au Ci�/FLZip: o * D � o *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com 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. **Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Harkleroad Builder Name: Donovan Heat & Air Street: 2019 Beach ave Permit Office: City, State, Zip: Atlantic beach, FL , 32233- Permit Number: Owner: Harkle Road Jurisdiction: Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. Wall Types (1075.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=19.0 805.50 ft' b. Frame - Wood, Exterior R=13.0 270.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 1 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (906.5 sqft.) Insulation Area 6. Conditioned floor area (ft2) 907 a. Under Attic (Vented) R=30.0 906.50 ft2 b. N/A R= ft2 7. Windows(119.8 sqft.) Description Area c. N/A R= ft2 a. U -Factor: Dbl, default 119.80 ft2 SHGC: le SHGC: Clear, default S 11. Ducts b. ft2 U-FactSHGC: a. Sup: Attic Ret: Interior AH: Interior Sup. R= 6, 225 ft2 12. Cooling systems c. U -Factor: N/A ft2 a. Central Unit Cap: 24.0 kBtu/hr SHGC: SEER: 14 d. U -Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 24.0 kBtu/hr e. U -Factor: N/A ft2 HSPF:8 SHGC: 14. Hot water systems 8. Floor Types (906.5 sqft.) Insulation Area a. Electric Cap: 1 gallons a. Raised Floor R=0.0 681.50 ft2 EF: 0.99 b. Raised Floor R=19.0 225.00 ft2 b. Conservation features c. N/A R= ft2 None 15. Credits Pstat Total As -Built Modified Loads: 23.89 Glass/Floor Area: 0.132 PASS Total Baseline Loads: 29.55 1 hereby certify that the plans and specifications covered by Review of the plans and O't vliE ST ATF this calculation are in compliance with the Florida Energy specifications covered by thisti Code. / calculation indicates compliance with the Florida Energy Code. PREPARED BY: �r.aZ..4.►.3---_ ____-- ____ Before construction is completed94 DATE: __ ..9. 13-11__ _-__._ ____ __ __ ____-____ this building will be inspected for Ik 0 a compliance with Section 553.908 * ° I hereby certify that this buil as design d, is in liance with the Florida Energy Co Florida Statutes. v Coo m OWNER/AGENT: __ __ _ _ __ _ - BUILDING OFFICIAL: _ DATE: - - - - - - - -- -- DATE: -- 9/13/2011 11:03 AM EnemvGauae® USA - FlaRes2008 Paae 1 of 5 PROJECT Title: Harkleroad Bedrooms: 1 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 907 Lot # Owner: Harkle Road Total Stories: 1 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Donovan Heat & Air Rotate Angle: 0 Street: 2019 Beach ave Permit Office: Cross Ventilation: No County: Duval Jurisdiction: Whole House Fan: No City, State, Zip: Atlantic beach , Family Type: Single -family FL, 32233- New/Existing: New (From Plans) Comment: CLIMATE / IECC Design Temp Int Design Temp Heating Design Daily Temp V/ Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Jacksonville FL—JACKSONVILLE—INT 2 32 93 75 70 1281 49 Medium FLOORS # Floor Type Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 225 ft2 19 0 0 1 2 Raised Floor 681.5 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V/ # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Gable or Shed Composition shingles 956 ft2 150 ft2 Medium 0.9 N 0 18.4 deg ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 907 ft2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 906.5 ft2 0.1 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N Exterior Frame - Wood 19 216 ft2 0 0.25 0.8 2 E Exterior Frame - Wood 19 234 ft2 0 0.25 0.8 3 S Exterior Frame - Wood 13 135 ft2 0 0.25 0.8 4 S Exterior Frame - Wood 19 157.5 ft2 0 0.25 0.8 5 W Exterior Frame - Wood 13 135 ft2 0 0.25 0.8 6 W Exterior Frame - Wood 19 198 ft2 0 0.25 0.8 WINDOWS Orientation shown is the entered, asBuilt orientation. Overhang # Ornt Frame Panes NFRC U -Factor SHGC Storms Area Depth Separation Int Shade Screening 1 S Vinyl Double (Clear) No 0.87 0.66 N 10 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 2 S Vinyl Double (Clear) No 0.87 0.66 N 3 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 3 W Vinyl Double (Clear) No 0.87 0.66 N 30 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 4 W Vinyl Double (Clear) No 0.87 0.66 N 40.8 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None 5 W Vinyl Double (Clear) No 0.87 0.66 N 36 ft2 0 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING EgLA — Forced Ventilation — Run Time Supply CFM Exhaust CFM Fraction Fan Watts Method SIA CFM 50 ACH 50 ELA _-.---._ Default 0.00036 856 7.08 47.0 88.4 0 cfm 0 cfm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER: 14 24 kBtu/hr 720 cfm 0.75 sys#0 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 8 24 kBtu/hr sys#0 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 1 gal 40 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None f2 DUCTS -- Supply — — Return -- Air Percent # Location R -Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 225 ft2 Interior 90 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan X Feb Mar X r X �X� May X Jun X Jul Au Rj Se Sep X Oct Nov Nov Dec Venting X� Jan X� Feb X� Mar X� pr May X� Jun X� Jul X� Aug X� 0Oct 1 Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 2019 Beach ave PERMIT #: Atlantic beach, FL, 32233 - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors_ N1106.AB.1.1 Maximum: .3 cfm/sq.ft._window area; .5 cfm/sg_ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints Swimming Pools & Spas N1112.AB.2.3 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 Shower heads N1112.AB.2.4 top plate. _ Floors N1106.AB.1.2 Penetrations/openings > 1/8" sealed unless backed by truss or Air Distribution Systems N1110.AB joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations_ and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; HVAC Controls N1107.AB.2 around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. Insulation N1104.AB.1 EXCEPTION: Frame ceilings where a continuous infiltration barrier N1102.B.1.1 is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 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 with < 2.0 cfm from conditioned space, tested. Multi -story _Houses _ N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 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%. Heat pump pool heaters shall have -a-minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.B.1.1 sides. Common ceiling & floors R-11. Fol" Project Summary Entire House Donovan Heat & Air 315 6th ave south, Jacksonville Beach, FL 32250 Phone: 241-3785 Email: brandon@donovanac.com Project• • For: Harkelroad Residence 2019 Beach ave, Atlantic beach, FL 32233 Notes: Design Information Job: Date: Sep 07, 2011 By: Brandon Zaharie Weather: Jacksonville Mayport Naval, FL, US Winter Design Conditions Summer Design Conditions Outside db 39 OF Inside db 68 OF Design TD 29 OF Heating Summary 0.60 Structure 8493 Btuh Ducts 2529 Btuh Central vent (9 cfm) 300 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 11321 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 1 (Average) Heating Equipment Summary Make Trade Model ARI ref no. Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 0 HSPF 0 Btuh @ 47°F 0 OF 724 cfm 0.066 cfm/Btuh 0 in H2O Outside db Heating Cooling Area (ftz) 907 907 Volume (ft') 8159 8159 Air changes/hour 0.60 0.23 Equiv. AVF (cfm) 81 31 Heating Equipment Summary Make Trade Model ARI ref no. Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 0 HSPF 0 Btuh @ 47°F 0 OF 724 cfm 0.066 cfm/Btuh 0 in H2O Outside db 95 OF Inside db 75 OF Design TD 20 OF Daily range L Btuh ton Relative humidity 50 % Moisture difference 53 gr/Ib Sensible Cooling Equipment Load Sizing Structure 13419 Btuh Ducts 3783 Btuh Central vent (9 cfm) 207 Btuh Blower 0 Btuh Use manufacturer's data n Ratelswing multiplier 1.00 Equipment sensible load 17409 Btuh Latent Cooling Equipment Load Sizing Structure 1132 Btuh Ducts 814 Btuh Central vent (9 cfm) Equipment latent load 340 2286 Btuh Btuh Equipment total load Req. total capacity at 0.70 SHR 19695 2.1 Btuh ton Cooling Equipment Summary Make Trade Cond Coil ARI ref no. Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 0 SEER 0 Btuh 0 Btuh 0 Btuh 724 cfm 0.042 cfm/Btuh 0 in H2O 0.88 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. A— - 4- wrightsofY Right -Suite® Universal 7.1.12 RSU05995 2011 -Sep -13 11:04:44 , C. K o:12019 beach ave.rup caic = mm orientation = W Page 1 PRODUCT APPROVAL INFORMATION SHEET Proiect Name: HARKLEROAD GARAGE ADDITION Permit #S- Proiect Address: 2109 BEACH AVENUE, ATLANTIC BEACH, FL 32233 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuildin .org. Category/Subcategory Manufacturer Product Description Limitation of use State # Loc al # A. EXTERIOR DOORS Garage Doors Amarr Stratford 3000 - Wind rated OH fiberglass doors. FL697 Overhead R2 Door B. WINDOWS 1. Double Hung Anderson Exterior Clad Max DP = +/- 50.0 Double -Hung 9108.1 2. Casement Windows and Windows Max DP = +/- 55.0/-50.5. Casement 9108.2 Patio Doors Max DP = + 70.0 Fixed 9108.3 3. Fixed Anderson Double -Hung, Windows and Casement, and Patio Doors Fixed 0 C. PANEL WALL 1. Siding N/A 2. Soffitts Owens Soffits- Vinyl 1. Vinyl siding is limited to Type VI construction, as defined 2633.1 - Corning Soffit below. SECTION 608 - TYPE VI CONSTRUCTION 2633.6 Type VI is construction in which the exterior bearing and nonbearing walls and partitions, beams, girders, trusses, arches, floors, and roofs and their supports are wholly or partly of wood or other approved materials. Type VI construction may be either protected or unprotected. Fire resistance requirements for structural elements of Type VI construction shall be as specified in Table 600.2 Products must be install in accordance with Florida Building Code D. ROOFING PRODUCTS 1. Asphalt Shingles GAF Materials Architectural Per manufacturers Installation Drawings 183.1 - Corporation Laminate, 3 -tab 183.13 Shingle, Premium Laminated Shingle 2. Underlayments GAF Materials Waterproofing Per manufacturers Installation Drawings 196.3 Corporation Underlayment StormGuard E. SHUTTERS N/A N/A F. STRUCTURAL COMPONENTS 1. Wood connector/anchor Simpson Wood Connectors ■ Minimum strength of concrete 2000 psi. Concrete FL402- Strong-Tie Co Anchors, anchors shall be installed in accordance with FL4426 Structural adhesive, manufacturer's published installation instructions. Adjustable Post ■ No additional increase in load permitted. Installation Base, Truss Bearing must be in accordance with attached installation Enhancer, instructions. Stud -Plate ■ Limitations per attached evaluation report. Must be '" Connector installed as specified in report. OK for HVHZ Quick Tie Wood Connectors ■ Nail size and quantity are as shown in the tables. Not for FL3557.1 Products, Inc. Anchors use in HVHZ. -3557.6 ■ Nail size and quantity are as shown in the tables. FJ 3 • Allowable loads, bolt size and nail sizes and quantities are as shown in the tables. ■ Shall not be installed in grouted masonry lintels or bond beams. May be installed in formed lintels or bond beams used as part of a masonry wall. Concrete lintels and bond beams shall have a minimum compressive strength of 2,500 psi. The system shall be installed by contractors trained and licensed by Quick Tie Products, Inc. 2. Truss Plates MiTek Truss Plates Metal Products must be install in accordance with Florida 2197.1 - Industries, Inc. Connector Plate Building Code per Manufacturers Installation Drawings 2197.4 Alpine Truss Plates Alpine per TPI 1-1995 1999.1 - Engineered HS Metal 1999.4 Products, Inc. Connector Plate 3. Engineered Trus Joist, A Engineered Products must be install in accordance with Florida 1630.1 - lumber Weyerhaeuser Lumber- a -Rim Building Code and per Manufacturers Installation 1630.16 Business Board, Drawings Microllam LVL, Parallam PSL, TimberStrand LSL, TJ -Strand Rim Board, TJI Boise Engineered Wood Products must be install in accordance with Florida 1392.1 - Engineered "I" Joist -BCI 400s- Building Code and per Manufacturers Installation 1392.5, Woad BCI 900s. Versa -1644.1 Drawings 1645.1 Lam SP (laminated - Products veneer lumber). 1645.8 AJS ALLJOIST G. SKYLIGHTS Velux- Sky Lights Products must be install in accordance with Florida FL451 America, Inc. Building Code 3 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, it is the Contractor's or Authorized Agent's responsibility to have a legible copy of each manufacturer's printed instructions, along with the list above, on the job site available to the inspector. The products listed below did not demonstrate product approval at time of plan review. I understand that before these products can be inspected, they must be submitted for review for code compliance and approved by a Plans Examiner. This form will be revised to include each new product in the categories listed above and will be highlighted to indicate the new products and required information. ***NONE*** Authorize Signature Company Mailing Address: 1516 Marsh Inlet Court, Jacksonville Beach, FL 32233 Telephone Number: (904) 626-5556 E-mail Address: rayiunone780064amail.com Fax Number: (904) 222-8209 4 City of Atlantic Beach Building Department -• 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 0V E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: 1" %/j APPLICATION REVIEW AND TRACKING FORM Property Address: �o l 9 1&0-0,# ,4V"-,, Applicant: &A-Ches Project: i 77 rn�/►/0 ✓� �7'"J Reewtfee $ %;x+. .tept`ijitur Department review required Yes No uildin larining & Zonin T -tee -Ad m i n i strato r _ blic Works. is i iie u tic Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: PLANNING &ZONI : � Reviewed by: � pate: i TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 09/23/2011 15:15 9042475543 ATLCBEACH CITY WORKS PAGE 01/01 • City of Atlantic Beach Building Department r Boo Seminole Road Atlantic Beach, Florida 32233-544: r ri Phone (904) 247.5826 Fax (904) 241116 Uzi a' E-mail: building-dept@coab.us Cityweb-site: http:tAwww.eoab.us F(To PPLICATION NUMBER signed by the Building Department.) �.- uted: APPLICATION REVIEW AND TRACKING FORM Property Address: 'Q f o�� / Applicant: &4ehes Project: Department review required Yes No uiidin tanning & Zoni ree-Adminlstratbr {io Works`-) IG ii 1ru-blic Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St, Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. DKenied. (Circle one.) Comments: BUILDING PLANNING & ZONINGDate: by, ? 1 Reviewed Second Review: xApproved as revised. ❑Denied, TREE ADMIN. PUBLIC WORKS Comments: PUBLIC, UTILITIES PUBLIC SAFETY Reviewed by_ Date: Third Review: ❑Approved as revised. ❑Denied. FIRE SERVICES Comments: Reviewed by- Date: Revised MUM City of Atlantic Beach Building Department 800 Seminole Road s� Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER F(Tobe assigned by the Building Department.)6- ate routed: �� APPLICATION REVIEW AND TRACKING FORM Property Address: ,�o /,9 swp Applicant: &ALCM=S T��R I I0 '-t) 7 Project:t_Na JaJ7 07'J al 9WAQI L De artment review required Ye No uildin tanning & Zonin "Servicestr" tor Other Agency Review or Permit Required Review or Receipt Dateof Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILD NG PLANNING & ZONING Reviewed by: 04 Date: 0 Second Review: ❑Approved as revised. ❑Denie . TREE ADMIN. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. FIRE SERVICES Comments: Reviewed by: Date: Revised 05/14/09 Truss Fabricator: Job Identification: Truss Count: Model Code: Truss Criteria: Engineering Software: Structural Engineer of Record: Address: Minimum Design Loads: ITW Building Components Group, In 1950 Marley Drive Haines City, FL 33844 Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval # FL1999 Page I of I Document ID: IUDZ235-ZO327091635 Lumber Unlimited 16803B -(BEACHES BUILDING )2019 BEACH AVE. DUVAL C -- ATLANT 20 Florida Building Code 2007 and 2009 Supplement FBC2007Res/TPI-2002(STD) Alpine Software,Version 10.02. LOUIS GABRIEL the seal date per section 61015-31.003(5a) of the FAC Roof - 37.0 PSF @ 1.25 Duration Floor - N/A find - 120 MPH ASCE 7-05 -Closed Notes: 1. Determination as to the suitability of these truss components for the Walter P. Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet mist match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shorn on attached drawings; the drawing number is preceded by: HCUSR235 Details: A1203005-GBLLETIN- # Ref Description 1 14762--AO1 2 14763--AO2 3 14764--AO3 4 14765--AO4 5 14766--A05 6 14767--AO6 7 14768--AO7 j 8 14769--B08 9 14770--BO9 10 14771--B10 11 14772--HJ11 LJG ENGINEERINCk IN0.2 14773--HJ12 419 SOPHIA TERRACE 13 14774--EJ13 ST AUGUSTINE, FLORIDA 3f8514775--EJ14 FL. CERT. OF AUTHORIZATIA N bM-CJ15 SHOP QRAWNG REVIEW DIA"RN- -CJ 16 --'"-'t1 14778--CJ17 Vd-APPROVED 0APPROVETSASI&Q79 GZJ18 ❑ NOT APPROVED 19 14780--CJ19 20 14781--CJ20 By LT(r DATE' IID 1 20 (1 Engineer of Record FL. Cert. No 3 76 LOUIS J. GABRIEL, P.E. ATTENTION: Review of shop drawings is only for conformance with the design concept of the project and does not relieve the delegated engineer of responsibility for any deviation from the requirements of the contract docu- ments nor from responsibility for errors or omissions in the shop drawings. Drawing#__ Date 11208027 07/27/11 11208008 07/27/11 11208009 07/27/11 11208010 07/27/11 11208011 07/27/11 11208012 07/27/11 11208023 07/27/11 11208013 07/27/11 11208014 07/27/11 11208024 07/27/11 11208025 07/27/11 11208026 07/27/11 11208015 07/27/11 11208016 07/27/11 11208017 07/27/11 11208018 07/27/11 11208019 07/27/11 11208020 07/27/11 11208021 07/27/11 11208022 07/27/11 s e � BU (IbCUSD-�DCHI.nCJ DU1LUINU )GU1a ocmi n mvc. uuv V -- n1LMIYI 11. o Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Stack Chord SC1 2x4 SP #2::Stack Chord SC2 2x4 SP #2: Left and right cantilevers are not exposed to wind Truss spaced at 24.0" OC designed to support 1-4-0 top chord outlookers. Cladding load shall not exceed 10.00 PSF. Top chord must not be cut or notched. In lieu of structural panels or rigid ceilin @Q use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.00 7.29 BC 89 7.29 14.95 BC 75 14.95 22.00 Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. TRUSS HAS BEEN Of 2X4 (Al THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. I� 120 mph wind, 21.31 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Roof overhang supports 2.00 psf soffit load. See DWGS A12030050109 & GBLLETIN0109 for more requirements. Stacked top chord must NOT be notched or cut in area (NNL). Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Bottom chord checked for 10.00 psf non -concurrent live load. 91.im .11 c,lnnn to -lid h -inn. 4X4 ME 3X4= 3X4= 3X10(C6) 3X10(C6) Lj-4- 3 8 0j"-4-0 1 4-0-0(NNL) _1 I, 4-0-0(NNL) _I 0 -6 -?3-5-2 26-0-0 1-5-�-6 3 I- _ -1- 9-0-1 _I, 9-0-1 7-5-0 22-020-0v®rOGent3r 7-3-8 *20-3-6 R=131 PLF U=72 PLF W=21-5-0 nR Fi ^/RL=24/-24 PLF.,...,•••l`/�/ Note: All Plates Are 2X4 Except As Shown. '.•��CiE �09$;.�/�/ Design Crit: FBC2007Res/TPI-200 ST PLT TYP. Wave FT/RT=20%(0%)/5( ' 1 2 0. 1.5 QTY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! .ff.JL%P%PV 1.TC LL 20.0 PSF REF R235-- 1 4762 -IMPORTANT- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • Truss.. require e.trame a e in fabricating, hantlling, shipping, ins[al ung antl b gef d o * TC DL 7.0 PSF DATE 07/27/11 fan om a latest etliti on of BLsI (Building component safety Information, by TPI an !tr sa ftty practices prior to performing theses fun [� ns. Installers shall p-ltle temporary ing PV B U..", n e aihermis .. chor shall`h c properly ai ached s uc[ural sh aching t Ol: �E OF : BC DL 10.0 PSF DRW HCUSR235 11208027 II - P P lye tl 9tl - I 9 L - P rnanenteiat. I lY_ r I1 g - 1 -r BCSI - 83 B) BID ppl cab a ALP I NE !TW B - 9 C P - G P In (ITWBCG) 11 b P ble for any d i h ]/i v BC LL 0.0 PSF HC -ENG JB/AP y 1 tl th ANSI/TPI 1 h i-9 - Ppin t11� 1 R ,O W' g Apply pl to ea p ye antl . • TOT. LD. 37.0 PSF SEQN- 633160 D - nl ed Radfer`Cu r g. 16DA 211-.1d.P P si [,ons ` •mM�W~m 1 Building Components Gmu ne. 9 ur Page 1 g ingf tl P " P i engineering a P espuns"biltY solely fur t ssignrs time s bility a a tles 9n f any s a ' ` DUR .FAC . 1.25 FROM SFP r esPuns- -I' y of t e Bu 1 sing De -gnef per ANSI/TPI 1 SusF info n see. tihis - f{nines City, FL 33844 general nn P 9 ITWHBCG --9-: TPI w.w.tP nst urg: Iln- .sbci y.cum. FL Coo 40 278 ICC: mmm.,=csafe.urg 07/27/2011 SPAC I NG 24.0" JREF- 1 UDZ235_ZO3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (168038-(8tAU"L5 t3UILU1NE3 )LUIU t3tAUH AVL. UUVAL L, -- AILANI IL ULAU", rL - AUL) Top chord 2x4 SP #2 120 mph wind, 21.49 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 Webs 2x4 SP #3 psf. Iw=1.00 GCpi(+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceilin use purlins: Bottom chord checked for 10.00 psf non -concurrent live load. CHORD SPACING(IN OC) STARTYFT) END(FT) BC 87 0.15 7.29 Deflection meets L/240 live and L/180 total load. BC 89 7.29 14.71 BC 87 14.71 21.85 All wind load cases on this truss have a 1.33 duration factor. 5X5= 3X4(Al) -4-OJ [4-44 -3-8 R=940 U=532 W=3.5" RL=379/-379 11-0-0 _I, 11- 7-5-0 22-0-0 Over 2 Supports . 7-3 R=940 U=532 W=3.5" +17-11-6 Design Crit: FBC2007Res/TPI-200 STQ}' PLT TYP. Wave FT/RT=20%(0%)/5 1 1 2 O.fS QTY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. ;WARNING' - READ AND FOLLOW ALL NOTES ON THIS SHEET! oilTC LL 20.0 PSF REF R235-- 1 4763 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. � � Trusses require e a in fabricau ng, hantlling, sM1ipping, installing an° p �1efe ° '�' TC DL 7.0 PSF DATE 07/27/11 folly+ the lacest etlition o rBCSI (Builtl ing Compbnen[ safety Infprmatipn, by TPI a 1Yr saftty practices prior to. pe rfo rm�ng t se functions. Installers sM1all pro tle temporary° Ing p4 Uryless n°tetl °therrvfse, ioP cM1 r� sM1al' "a Erppnr'y at ache "``ural sh atM1ing c hot 3 c TE 4F BC DL 10.0 PSF DRW HCUSR235 11208008 s all have a properly attacM1c° rtlgia ceiling. Loeat�onstsM1omn for permanent°lat°raI r • I' g II E., SCSI sections B3 BT or OLD ppl cable ALPI NE -� ITW B g P e Gr.., I— (e WecG! 11 n°t p e fmr any ° b �,O BC LL 0.0 PSF HC -ENG JB/AP y ' a l° t ANsI/TPI t - 1. g pp it g f - APP'y P ° P b e '• ..uW.•W ♦ TOT. LD. 37.0 PSF SEQN- 633161 D-.- n' e° R a. g 1GOA Z f a p p I �ys I Building Components Grou nC. g bil s .1y I g mn. Ilhe s pi IIP P 9- ing I/'r A�Ae ppunsl ty y sig y a 5 gn . eny s rlf„` DUR. FAC. 1 .25 FROM SFP tM1e res bi'ity of the Buell—g pes'�gner per ANSI/TPI 1 S-2. °SFarfmu e n sec. tTb 1 Haines City FL 33844 ganefa'Pn page; IT. -BCG ww.itwbcg.com: TPI: mmm.cpinsc.urg: WTCA: w.m.sbu ntlustry.com, 07/27/2011 SPAC I NG 24.0 ” J REF - l UDZ235 Z03 FL COA #0 278 Ice. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (IOtlVJ6—�DGHLETGJ DUILUIIVU /LUIU DCMUn MVC. U Vltl_ FT/RT=20%(0%)/5( 1 ad f.1k TY:5 FL/ -/4/-/E/-/- Scale =.3125"/Ft. Top chord 2x4 SP #2 TC LL 120 mph wind, 21.49 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Bot chord 2x4 SP #2 within 4.50 ft from roof ede, CAT 11, EXP C, wind TC DL=4.0 psf, wind Webs 2x4 SP #3 ` i TC DL BC DL=5.0 psf. lw=1.00 GCpiy+/-)=0.18 DATE 07/27/11 Roof overhang supports 2.00 psf soffit load. BC DL Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceilinuse purlins: Bottom chord checked for 10.00 psf non -concurrent live load. CHORD SPACING(IN OC) START?FT) END(FT) TOT. LD. 37.0 PSF BC 82 0.15 7.29 Deflection meets L/240 live and L/180 total load. BC 89 7.29 14.71 OUR. FAC. 1.25 BC 79 14.71 21.85 All wind load cases on this truss have a 1.33 duration factor. 5X5= 1-4:-4—OJ 7-3-8 7-5-0 22-0-0 Over 2 7-3-8 E� R=944 U=536 W=3.5"'t R=650 U=464 W=3.5" RL=328/-350 crts r'•S'L•dR P•._/+- / 'P - Design Crit: FBC2007Res/TPI-200 TDA• - - PLT TYP. Wave FT/RT=20%(0%)/5( 1 ad f.1k TY:5 FL/ -/4/-/E/-/- Scale =.3125"/Ft. ...WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL 20. 0 PSF REF R235-- 14764 e "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care in Fabricating, Fantlling, sM1ipPln9, ......lbng a^tl br , qqN. fpllbw the latest edition pF BCSI (Building Canppnent Sa Fety Inform. tion. Y TPI and CA) F fFsafipya -tl ` i TC DL 7 . 0 PSF DATE 07/27/11 p p perf g M1 s 'ons. Installer- - 1 emP ry b '^R P-1 Be M1 O 9 WcF rtl P "IY ...... u H- P - I 1"'P" M1 p P Y` g tl g L M1 -.:--•eh 11 h b 9 - I1 P BCSI - - 113 B] r BID Pp1 bl . —.1— • TE OF �I V� BC DL 10.0 PSF DRW HCUSR235 iizaeoos ALPINE 7' n y9d ^tf1 TpWo Rtp BC LL 0. 0 .0 PSF HC -ENG JB/AP L nI I PPf 9 -o^• ; I.... sAY b1g pppl s - 16DAZ o an n '•Q.ANSI/T •••• r•'�C•� TOT. LD. 37.0 PSF — SEQN- 6331 62 D nlenptetl [onr tlP PI_ u eCsr 9 in9,'ciP 9 � I ding ComponerbGroup nC• ' Haines Ciry, FL cod FL. 33$44 #0 278 gnodn oplaepgley sR.... ngsB ibl cgyv esls s b"lry a s es gn as 'ny y of th. 8uileeing D ... On., per ANSI/TPI I Secn2 usF n see. tTncis ju g p'9 TPI WTCA' I W BCC wem.itwbcg.cun, mww.ipinst urg sbc�ntlustry.tum ICC . ===.Fe ^rg '1 101 11 07/27/2 OUR. FAC. 1.25 FROM SFPThY SPACING 24.0" JREF- 1 UDZ235_Z03 (168036-(BEACHE5 BUILDING )ZU19 BtAGH AVL. DuvAL L. -- AILAN111- MtAUM, rL - ALTw Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilinuse purlins: CHORD SPACING(IN OC) START?FT) END(FT) TC 62 10.38 22.00 BC 60 0.15 7.29 BC 87 7.29 14.71 BC 75 14.71 22.00 5X5= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 21.28 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi�+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 2X4 III 5X5 LT -4-10J 7-3-8 -I 7-5-0 22-0-0 Over 2 R=949 U=470 W=3.5" RL=479/-203 *17-11-6 11-7-8 7-3-8 ►; R=844 U=544 W=3.5" 7-3-7 Design Crit: FBC2007Res/TPI-2002 TD)? " PLT TYP. Wave FT/RT=20%(O%)/5(21T TY :1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! "IMPORTANT" FURNISH THI5 DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. *'Rarer : ,* TC LL 20.0 PSF REF R235 - - 14765 Trussis require extreme care in fabricating, hantlling, sM1ipping. installing and bra t oaf TC DL 7 0 PSF DATE 07/27/11 folloe he latest edition of gC51 (Building C^mp^neni Safety Informati TPI antl pr ac[i ces pr io performing i un t� s. Installers shall provi tle temporary bra ssharl`h ) for g Per Wses TE OF . antes, ^^tea�oaM1er.iSe, tep 'h"'P pr^perry .... hed uetural eh aching a h" Pg IystalletlePerdBC51 19 tat- I * db � ,r�" BC DL 10.0 PSF DRW HCUSR235 11208010 C - ALPINE B3 81 ^rBID - applrcableY + IT! 5", 9 C P C G P In _ II P le for any e ipn I �9 A Q .• +• Y R BC LL 0.0 PSF HC -ENG JB/AP _ �(IeTWgCG) y I f ANSI/TPI 1 r M1andlin9 PP 9 , b APPIyP t =a -- tlP WW ��W�WM•• Y TOT. LD. 37.0 PSF SEAN— 633163 0 1 les notetl h Rei u r g 1.0A 2 p --t.— �^ d A s a �� 1 BuildinpCompone G n1. FON. nG. Haines City, FL 33844 FL COA #0 278 ....... P rdp f g ^g g xer page g esp^n `1.yss Ely f s gnr 'TM1 rl�ty 'n a dee gn »ny s r esp.,. b11 i y of the U -Id -g Oesn9ner per ANSI/TPI 1 Sec.'2.usForfmn e n sea'. LThi,u b's gnne'aI n � page: ITW-BCG w x.ii bcg.cw: TPI: waM.ipinst.org; WTCA: ----y—, Icc =ea e.nrg 07/27/2011 L L l DUR .FAC . 1.25 FROM SFP SPACING 24.0 " J REF - 1 UDZ2 35 Z03 — (16803B -(BEACHES BUILDING )2019 BEACH AVE. DUVAL C -- ATLANTIC BEACH, Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 5X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.61 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof ed e, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi�+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) START?FT) END(FT) TC 51 8.38 22.00 BC 63 0.15 7.29 BC 79 7.29 14.71 BC 75 14.71 22.00 2X4 III 5X5 -4-@J 7-3-8 I 7-5-( 22-0-0 Over 2 R=949 U=481 W=3.5" RL=388/-173 *17-11-6 7-3-8 •. �i R=844 U=507 W=3.5" 5-11-7 Design Crit: FBC2007Res/TPI-2002 TD).* PLT TYP. Wave FT/RT=20%(0%)/5(2 10 .15% TY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! • TC LL 20.0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. REF R235-- 14766 T s r g x" 'n - - g M1antlling 'pp g taping entl bra ReN¢r t li be I Dit' HCSI (8u"1 " g Cw ppnent Sat 1 ¢n. by TPI bntl TC DL 7 . 0 PSF DATE 07/27/11 p s P per - es s Imcaller- - 1 PI -01 temporary bra g per KS TE �� mP cM1nr. shall M1 c pr¢p¢rly at aI- s uciural t atM1 ng a eW d ` : " BC OL 10.0 PSF DRW HCUSR235 11208011 ,Fall have a prop¢rlyeattaebe0 rigitl ..... e hang. L¢Ca[1¢ns`sM1orn or p¢rmanenic lateral re s 11 M1ave bracing installetl per BCSI sections 83. BT or BID. a5 applicable, Ln. ALP I NE ITW Bantling C¢mpononets[GuyuplI- (ITWBCG) sall ntlt „e reepnsiblb .pr an,.tle1.toaOFIV01.•' BC LL 0.0 PSF HC -ENG JB/AP any tail ur¢ to b ltl tM1 onfprmance w M1 ANSI/TPI 1, or Yor M1antlling, '.:Pping, I T L W¢ tr.s es. Applyrpl-,ineae 4t t ae, antl ptls,t,¢n a - TOT. LD. 37.0 PSF Al SEQN- 633164 hlesssnutetl u M1 Re ter tut ar�ngsr180A-Z fur s are ple pu .tions u.A sa v r Page 1.a ngsB ing.tlrntli ceptanae`uftlpr u.essi ¢na lsengin¢ring OUR.FAC. 1.25 FROM SFP components Group ne. esP.h"E'l;�ye, e1y - OM1¢ tl z;gnrs . ,TM1ecs unity a sign r any s r s b l y F t e Bu Itltng Dee„gner Per ANSI/TPI 1 Sec^2.usFu n see' `Th.. , b s 07/27 2011 - �.-----_ Flaines City, FL 33844 t.-r:g IiNM1BCG am itwcg.cun TPI: mmm.apios[ org; WTCA' - y-, G FL COA 4027e cc. ,=caat¢.¢rg SPAC I NG 24.0" JREF- 1UDZ235_ZO3 (168038–(t3t AUHtb 1:31JILUINU )ZU19 titAL," AVt. UUVAL U -- AILAIYI IL atm,", rL - Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceIIin use purlins: CHORD SPACING(IN OC) STARTYFT) END(FT) TC 48 6.38 22.00 BC 70 0.15 15.67 BC 75 15.67 22.00 All wind load cases on this truss have a 1.33 duration factor. 4X8= 3X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 19.95 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof ede, CAT 11, EXP C, wind TC DL=4,0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. 2X4 III 5X5= J/x'T %. l I j -, L:t-44 9-4-0 22-0-0 Over 2 6-4-0 *17-11-6 R=948 U=487 W=3.5" A.R=843 U=476 W=3.5" RL=300/-143 A05P�itl i;!•.. /Who . 4-7-7 Design Crit: FBC2007Res/TPI-200 PLT TYP. Wave FT/RT=20%(0%)/5( p 10 .1�.%TY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. ALPINE �IBuilding Component Graup n,. Haines City, FL 33844 FL COA 40 278 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! • " IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care in fabrlcaxing. M1antlling, sM1ipping, Installing antl br n *er ollow CM1e laxest etlition of NCSI (Bu; Itling Canponenx Safety Info rmat; on, by TPI antl A) fol salt '.T prac t;ces pr;or to performing t se n t m. Installers shall p ovi tle temporary br ng Per.gC Unl not' axM1crwise, xop 11,11 sM1all`M1 c properly a[ sxr crural sM1 atM1;ng a ./.I, M1 a propnFly a g I g Loca[�onst- f upe I oral r o/ rebs -11 4 9 - Il p BCSI _ 83 BT or 810 ppl b ITW 8—d-9 G p h G SepiIn o'ITWBCC1 s�all nnx b P b` y tlee ax,� B y f '""d ni b ANSI/TPII 1 ng, sb P�In9 K•! ing o xrus APply Pates to eac o t uss an posrc;on as sM1own above ntl o ••-�•••�• Deter s nles utetl utM1e Re u a g 11OA Z a tl p pos; �o nA ng ur cuv rnpage s angst ,1 ing tl n c p p engineering e.Pun , tyesulely fur ssgn n , rbc —'y a s gn any s Buelticng 1-9" r Pa ANSI/TPI 1 S-1- usF urfmure `Tbcs Job g _g I 1 BCG, www. xwbcg.cun.; TPI: www.cp st urg WTCA. www �b� ntl"stry �em. Ice. www ore nrg : `/, TE V F ,• ' I,tl •(,. (WWW.[ •• • •,�• may, _`y'`••/I� L 07/27/2011 TC LL TC DL BC DL BC LL TOT. LID. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R235-- 14767 DATE 07/27/11 DRW HCUSR235 11208012 HC -ENG JB/AP SEAN- 633165 DUR . FAC. 1.25 FROM SFP ------ -- SPAC I NG 24.0 " - J REF - l UDZ23 5 Z03 I,IDDUSD-kDCMLfICJ DUILUIIWU JLUIU DCALn AVC. UUVAL L -- AILANIIU DtAGH, FL - AU/ Top chord 2x6 SP #2 :T1 2x4 SP #2: Bot chord 2x6 SP #2 Webs 2x4 SP #3 :W6 2x4 SP #2: Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) START?FT) END(FT) TC 37 5.50 22.00 BC 67 0.15 5.46 BC 59 5.46 16.54 BC 69 16.54 22.00 Girder supports 5-0-0 span to TC/BC split one face and 2-0-0 span to TC/BC split opposite face. All wind load cases on this truss have a 1.33 duration factor. 5X5= 7X8= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTFn — TOMt oro 120 mph wind, 19.65 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. #1 hip supports 5-6-0 jacks with no webs. Left side jacks have 5-6-0 setback with 0-0-0 cant and 1-5-15 overhang. End jacks have 5-6-0 setback with 0-0-0 cant and 1-5-15 overhang. Right side jacks have 5-6-0 setback with 0-0-0 cant and 0-0-0 overhang. Deflection meets L/240 live and L/180 total load. 3X3 III 7X8= .JAIU(AIJ ; mu III [`k- 4 -i0J 5-6-0 5-5-8 16-6-0 11-1-0 22-0-0 Over 2 Supports — 5-5- +17-11-6 7 R=1579 U=839 W=3.5" r� R P ^/ R=1466 U=753 W=3.5" • 1` Design Crit: FBC2007Res/TPI-200 S .� PLT TYP. Wave FT/RT=20%(0%)/5 1 02 10.i QTY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! " IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. • j TC LL 20.0 PSF REF R235-- 14768 Trusses require extreme care in fabricating, M1antllin - ins g. sM1 1 mg, Calling antl follow LM1e latest etlitipn of BCSI (BuilNing Component Safety Infornation. by TPI a .Refer t mtl ) �r s �y � � TC DL 7.0 PSF DATE 07/27/11 practices prior to performing CM1ese functions. installers sM1all provitle temporary U t.E 11h—ise "P ctlord sM1all M1ava properly a a - ural sM1eatM1 ng n a prnperlY atta M1e r gltl neil ng. Loeat o r ent latera, !ng I!r Baf [tel < TE OF BC DL 10.0 PSF DRW HCUSR235 IT208023 p ll g - Il p BCSI Soct—, 83 B] — B10pp 1 - , HC -ENG JB/AP . �_ �ALP I NE —i ITW B Itl g G mp G p Inc (ITWBCG) —.1 not ba p y at - Y I I - n - tnANSI/TPI 1 r g s paps t , Rip ,.. BC LL 0.0 PSF SEQN- 633176 n b I App" ' p' P - n° t'•• .••• • 0 -1 R ra 9 16OA 2 - tla pl P _i�/I TOT. LD. 37.0 PSF I BuildinpComponentsGroup ne. iN)�N )/1 p 9 b l y ° 9y f I tlesig I T e su,t,bil.py n, e f '.g I y s •+I I AL �/_ usfo /j DUR. FAC. 1.25 FROM SFP Haines City, FL )JB44 �[ COA FL �, 33 puns" y f'h Bu l ini ng Design par ANSm1//TPI ls5-1, ,,, —cin n see. 11 ICC.. a I ITN -BCG. i[.bcg c TPI: p t urg. W'TCA.m ry.cum; e ori 07/2712011 1; AC I NG 24.0" JREF- 1 UDZ235_Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED By TRUSS MFR. k108UJD-kDLMUn LJ DUILUIIVU JLu- DLMIn MVC. uuvML V -- MILMIYIIU -l-n, fL - DUO/ Top chord 2x4 SP #2 120 mph wind, 21.32 ft mean hgt, ASCE 7-05, CLOSED bldg not located Bot chord 2x4 SP #2 within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Roof overhang supports 2.00 psf soffit load. Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceilin use purlins: Bottom chord checked for 10.00 psf non -concurrent live load. CHORD SPACING(IN OC) START?FT) END(FT) BC 40 0.15 3.29 Deflection meets L/240 live and L/180 total load. BC 98 3.29 12.21 BC 38 12.21 15.21 All wind load cases on this truss have a 1.33 duration factor. BC 68 15.21 20.85 MWFRS loads based on trusses located at least 10.66 ft. from roof edge. 5X5= 3X4,1- -%,„l, , 2X5(B1) _ Ll: -44 L�t-4-13J 10-6-0 10-6-0 3-3-8 8-11-0 3-0-0 5-9-8 21-0-0 Over 2 Supports R=898 U=362 W=3.5" ^� R=896 U=360 W=5.5" RL=365/-365 �w V�,C � ��•�/`•�/�j Design Crit: FBC2007Res/TPI-200 S *% PLT TYP. Wave FT/RT=2096(096)/5( 1Q. 02 10.4 QTY:3 FL/ -/4/ -/E/ -/- "WARNING'" READ AND FOLLOW ALL NOTES ON THIS SHEET! • • TC LL 20.0 PSF " IMPORTANT" FURNISH THIS OESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. j Trusses require extreme a in Pabrica[ing, hanElin shi ins oltow t e latest etlition atrBCsl Bulldin Com S PPing, tall Ing and IIRePer t ntl C g ponent Safety Information, by TPI a , Epr :y � * TC DL 7.0 PSF practices prior to per Tormi,g LM1ese f n tions. Installers shall provide temporary ingt�r c Unles_ noted otherwise, tap chortl shallcM1ave properly at ached structural sM1 aching i,3 �� ± • BC DL 10.0 PSF sM1allsna.. a properly a iaeM1 .tl ri WS ceiling. Locatio.1 B10, for permanent lateral n V • sM1all have bracing installetleper SCSI sections B3. BZ ar 810. as applicable. • [, �- ALP I NE -- TW Buiitl,ng Components Group Inc IT YBCG) snail nut be espnnsihle f any deviat v BC LL 0.0 PSF �-- --J y e a uild t cony o roan ' ANSI/TPI 1 r M1analing, - pp- 1 W O R n es.-dApply p Rep arc to g, 16OA Z fp a d pla a P.-T..tl. a •W •t•�e�••• TOT. L.D. 37.0 PSF I AuildinpComponentsGrou ne. g p ge l g g c suits p tl epuufessional g 15 Group P p l y y =,g M1 T blI y- 5 th- des g y 5 l� DUR. FAC. 1.25 Haines CI FL s -b- y f Bu Id -9 Ou igner per ANSI/TPI 1 S-2.0 For wwv sbcl n see. tT, 1 ry 33844 g f 9 t W BCG cg.cwn: TP1- www.IPi ur9: WTCA ry.cum: 07Y'7�2011 SPACING 24.01 FL COA 40278 ICC a e.urg +17-11-6 Scale=.312511/Ft. REF R235-- 14769 DATE 07/27/11 DRW HCUSR235 11208013 HC -ENG JB/AP SEAN- 633166 FROM SFP JREF- 1UOZ235_ZO3 na.n ...a1......... ��.. ,.. ..�...... ... _. ___..— _ ......... Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 36 9.00 12.00 BC 40 0.15 3.29 BC 91 3.29 12.21 BC 38 12.21 15.21 BC 68 15.21 20.85 r ornru Cl @fW0\ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.82 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 4X4-- 4X8= -%.—J J — 2X5 (B1) —4—DJ 1-4:-4-4)J 1 9-0-0 _1_ 3-0-0 19-0-0 _1 8-11-0 1 3-0-0 21-0-0 Over 2 Supports _.mm 3-3-8 R=898 U=500 W=3.5" RL=323/-323 5-9-8 I P. R=896 U=498 W=5.5° +17-11-6 Design Crit: FBC2007Res/TPI-200 PLT TYP. Wave FT/RT=20%(0%)/5( 1 .1 TY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. "WARNING'* READ AND FOLLOW ALL NOTES ON THIS SHEET! � � TC LL 20.0 PSF REF R235-- 14770 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 1 Tr na reg° -r ° re in b g. tl - g h'Pp g ' - g °' T"k �fer `° * TC DL 7.0 PSF DATE 07/27/11 f°11^wstM1 late edit on F SCSI (8 Itl- 9 C P S 1 f y TPI an CA) f4 sa y Practicesepriarst° perform"ng tM1 s - 1 II - 11 0 -tle ^Y+ ry b I�ng��P_ EIC - Uhless ^ tetl ^tM1cr•�v toP char - II M1 p p- ly M1 = 0- i^g ":�'"�6 rd TE 0 ; Its. BC DL 10.0 PSF DRW HCUSR235 11208014 II a pr^perlynattacM1ed r�g�d cn Ing. Lncat�^ns - pernanent lat- 1 [r,Y7�f • ' -M1 11 g tailed Per SCSI ect ^ns B3 BT or BID - ppl cable ALPINE —� ITM 8—d—, L my Gr°np Ine (ITwacc) b e .ar any tl • OR'Q ••.• BC LL 0.0 PSF HC -ENG JB/AP y d ne t uss 1n cmf° h ANSI/TPI 1 andling. -pp-ng ^ .� AP=ryyr•plates to ea - p - d �+� ••«.•H /� TOT. L.D. 37.0 PSF SEAN- 633167 0 — ed I Referrtn g 6 A 2 pl u I Buildin Com onentaGrou ne, g r page gs� s ^9 d c P . P 1 DUR. FAC. 1 .25 FROM SFP Q p Q b,p... l y solely s 9 'hu• 'i a xu — Y a d o f 9 f Y s u I'll -Ity uT a Bul ing De -"g er par ANSI/TPI 1 Sec�'2.usF a Infu m n see: `TM1!s } — -- HainesCity FL 33844 general° page: IIM-BCG w..ltwncg G m; TP1 ww.tpinst erg WTCA bend et y. �m: 07/27/2011 SPAC I NG 24.0" JREF- lUDZ235 Z03 FL COA u0 278 IDD ^ —, .... ...... n... ----- v — ------ Top chord 2x4 SP #2 7-0-0 7-0-0 1 7-0-0 Bot chord 2x4 SP #2 :131 2x4 SP #2 Dense: Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) STARTYFT) END(FT) TC 37 7.00 14.00 BC 40 0.15 3.29 BC 54 3.29 12.21 BC 38 12.21 15.21 BC 68 15.21 20.85 All wind load cases on this truss have a 1.33 duration factor. 6X6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ( I b2fUSe5- (tlG Hl. F1CJ ou 1 LU I Ivo / 120 mph wind, 20.15 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-15 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-5-15 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-15 overhang. Deflection meets L/240 live and L/180 total load. 2X4 III 4X8= 3X10(F2) % bxb(AZ) 1 ll - 4 - 14:- 4 -1J 7-0-0 7-0-0 1 7-0-0 3-3-8 8-11-0 3-0-0 5-9-8 21-0-0 Over 2 Supports R=1656 U=889 W=3.5" R=1656 U=889 W=5.5" �EIY�e•��,1, •; Design Crit: FBC2007Res/TPI-200 TDke PLT TYP. Wave FT/RT=20%(0%)/5( 1 10 .15: TY:1 FL/ -/4/-/E/-/- Scale =.3125"/Ft. —WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! : + —IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 1�R •oyer TC LL 20.0 PSF REF R235-- 14771 Trusses •creme care in rabricatin analis ins ra t reyu,re a C M1 g, shipping, tailing ane follow 1M1e latesc etl it ion of BCSI (Builtling Component Safety Information, by TPI ane A) f raW��f ` TC DL 7 . 0 PSF DATE 07/27/11 � practices prior io performing mese func<ions. Ins<allers snail prmvitle Cemparary br ng per eH,S TE OF A Dntoss n tee mtt,erw tap <M1ertl Shall na.e prnperlY at ache s<rn�tnrai sb atning a tl- J s BC DL 10.0 PSF DRW HCUSR235 11208024 shalt navue a properlyfatiacnetl ri gie ceiling. Locaei unstsM1o.m far perms nencel atu ral r o� bs • all nave bracing ins<allue per SCSI secci ons 83. B7 or BID, as applicable. nITW Cbmp....1. Group Inc. (ITWBCG) snail no[ be espansibl¢ fany tl a— e!5•y RVQ BC LL PSF HC -ENG JB/AP ALPINE YlBuilding ••' Banding 1 <n ANSI /TPl I r ..--g. PP 9 1 Wr •.�• W WM APply PI e P az zM1awn abo t _0.0 TOT. LD. 37.0 PSF SEQN- 633179 ComponentaGtoup nc. - e R f 9 IGOA 2 are P ace Pu A��g page g g. °gg u w u y lely f ee5 g n 'Tn y ,e s gn f r anY r,Kt tTnisuJub's OUR. FAC. 1.25 FROM SFP Haines Ciry FL 33844 SI/TPI F n ee 'p n [Y of B lei n9 De -9 P ANSI/TPI 15 - 2 gentl.aI nn y Page: IrW BCG wbcg.cwn. IPI: www P 5= erg WTCA www sb ......y =a. 07�27�2011 SPAC I NG 24.0 " J REF - l UDZ235 Z03 FL COA #0278 ICC .... e.mre — (-IbbUJD-kDLMUnCJ DUILUIIVU JcU — D—Un MV— -- Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 In lieu of structural panels or rigid ceilinuse purlins: CHORD SPACING(IN OC) START?FT) END(FT) BC 54 0.15 4.53 BC 64 4.53 9.84 Shim all supports to solid bearing. Provide ( 3) 0.131"x3" nails, toe nailed at Top chord. Provide ( 3 ) 0.131"0" nails, toe nailed at Bot chord. 0-4-7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 20.16 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Hipjack supports 6-11-8 setback jacks with no webs. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. LA•t (M I J L -C1-10-10 :>J 4-6-6 1 5-3- 9-10-1 Over 3 Supports— R=415 U=243 W=4.2" AO- 1ly R=255 U=222 T* 22-8-0 -2 R=320 U=78 �17-11-6 Design Crit: FBC2007Res/TPI-200 TDA` PLT TYP. Wave FT/RT=20%(0%)/5( 10 .15: TY:1 FL/ -/4/-/E/-/- Scale =.375"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! — IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTDRS INCLUDING INSTALLERS. — bra R der * TC LL 20.0 PSF REF R235-- 14772 trusses require xt reme care in fabricatin antllin g, M1 g, Aping, installin antl g LM1e latest etlitinn of BCSI (B iltling �.mPnnent Safety Infnrmatiyn, by Tpl antl A) f . of TC DL 7.0 PSF DATE 07/27/11 nllnr practices prior to performing t se n tions, Installers ah— provide temporary br ng per CS Unless — ntM1.. . top .M1 —I I`M1ave at aeM1.tl str .Lural --h-9 a qr, tl TE OF � � properly 1 M1 p p- ly a [acM1etl rtlg__g. I g LocatlonstsM1orn forpp.... h..telat al r ♦ .bs BC DL 10.0 PSF DRW HCUSR235 11208025 ALPINE 11 g stalletl per ..Si s B3 B7 or B10as appl —th e TW B I D cITWBD� ^all ^o= b bre fntllany tl s+ 1 • O BC LL 0.0 PSF HC -ENG JB/AP lBuilding p onestGusspinn . -p o uiltl t onto a —1. ANSI/TPI 1 y ng o se ApGlyrwlates m eatM1afac. of 4 uss a p sM1owo ab PP• n^A` essnoedu _�aK TOT. LD. 37.0 PSFD SEQN- 633177 tlp 1 bar Refer o tlr g- 16DA Z a p1. � ti OUR . FAC. 1.25 FROM SFP 1COT onents Grou nC. P P Haines City, FL 33844 FL COA a0 ns f engun c ,, g cov r pug. I rste„.st s d rig [ - ezpnnsibility@solely s gnr1E. 'Th. z - y a 5 gn f eny s s"p" y of t e Bu l -O D "g r er ANSI/TPM S-2.psFu -nfu LTh— uJob's g -g - IrrM1ecG wrr tWcg.cun; pTPl- rrr tp-nst —, WTCA- wrr sb... d—try cum, �_ _ ^rg 07�27�2011 SPACING 24.0" JREF— 1 UDZ235_Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (168038 -(BEACHES BUILDING )2019 BEACH AVE. DUVAL G -- AILANIIG tStAGn, rL - nJIC) Top chord 2x4 SP #2 Seale=.37511/Ft. 120 mph wind, 20.16 ft mean hgt, ASCE 7-05, CLOSED bldg, Located Bot chord 2x4 SP #2 anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 Webs 2x4 SP #3 psf. Iw=1.00 GCpi(+/-)=0.18 : In lieu of structural panels or rigid ceilin use purlins: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) STARTYFT) END(FT) s prior ca performing t ese un cions. Ins<allers sM1all provitle tamporary br ng per• C o `■A TE OF ' BC 96 0.15 8.13 Hipjack supports 6-11-8 setback jacks with no webs. BC 21 8.13 9.84 • Q • ,[I BC DL 10.0 PSF Deflection meets L1240 live and L/180 total load. Shim all supports to solid bearing. All wind load cases on this truss have a 1.33 duration factor. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. _ r T. any failure c ui lO a onfprmance w M1 ANSI/TPI ,, ^ Idling, . Aping. n M1tsc ..spin c ing . trus s. ApP1YrP.a[es t. each * . c ... and pasKiianras'sM1ow, above antl mn Deco ls, unlesssn.ced ocherw R r 91 16OA Z fur s pl' p A ' • N••• /►` ••••••��\c•/(� Could Not Nail Bot TOT. LD. 37.0 PSF SEQN- 633178 0-4-7 LA4kA1) Lr�1-10-10 8-1-9 9-10-1 Over 3 Supports R=415 U=243 W=7.028" J 2-8-0 R=-52 Rw=36 U=0 18-4-6 R=626 U=336 17-11-6 4-1-1 Design Crit: FBC2007Res/TPI-200 TDr -: PLT TYP. Wave FT/RT=20%(0%)/5(4 TY:1 FL/ -/4/-/E/-/- Seale=.37511/Ft. 'WARNING*' READ AND FOLLOW ALL NOTES ON THIS SHEET! 1 "IMPORTANT" FURNISH THIS DESIGN TD ALL CONTRACTORS INCLUDING INSTALLERS. : TC LL 20.0 PSF REF R235-- 14773 n R)]fer t a Trusses ..qu... extreme a ;n fabr;cat;ng, M1antlling, sM1ipping. installing antl 4, Pollaw t e latest etlit;dn usr6CSI eB. mm�g Component S. forty Int.rnat l en. by TPI antl > f.. sof : TC DL 7.0 PSF DATE 07/27/11 s prior ca performing t ese un cions. Ins<allers sM1all provitle tamporary br ng per• C o `■A TE OF ' .LM1erw;.. tnp = d =ball`M1a�e prnp rly at anM1etl _ nt.ral .H atM1ing a Ih.11 h... a propiIy aetacbetl rigid ce;l=ng. L.cacimnst shown fnrupe rnanentelaieral r M mebs • Q • ,[I BC DL 10.0 PSF DRW HCUSR235 11208026 ALPINE shall h-7 bracing ;nstalled per SCSI sections 83. B7 or 610, as applicable. v ' . any d �1 �� •. ITW Bm ltlin Com G..0 Inc. (I TWBCG Hall nut be resP...i blc Por —loo m g • Pont BC LL 0.0 PSF HC -ENG J B/AP L -J _ r T. any failure c ui lO a onfprmance w M1 ANSI/TPI ,, ^ Idling, . Aping. n M1tsc ..spin c ing . trus s. ApP1YrP.a[es t. each * . c ... and pasKiianras'sM1ow, above antl mn Deco ls, unlesssn.ced ocherw R r 91 16OA Z fur s pl' p A ' • N••• /►` ••••••��\c•/(� TOT. LD. 37.0 PSF SEQN- 633178 1 BuildingComponentaGroup n0. Haines CityFL 33844 FL COA #0 278 dray ng ur cover page I�sc ng,c n ..Pt..cetuftlp 1 ........ espunsibili2Y solely I sign s 'The s b liry and . . gn ! any .... spun - y , B.eIC`ng Desrygner P r ANSI/TPI , 6ec z .F ntnrmati�� 5 e..T`s ,.b g al n 9 ITw acc: www.;iwbcg.cuw TPI: www p st..rg WTCA: www sbu nauscry con. cc. www. a .r9 07/27/2011 OUR. FAC. _ 1.25 FROM SFP SPAC ! NG 24.0 " J REF - 1 UDZ235 Z03 — THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (168038 -(BEACHES BUILDING )2019 BEACH AVE. DUVAL C -- ATLANTIC BEACH, FL - EJ13) p 1 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! 120 mph wind, 20.15 ft mean hgt, ASCE 7-05, CLOSED bldg, not located Top chord 2x4 SP #2 Trusses and 11,1111 wingnstalling , M1andling, shipping, ibr follow the latest etlitei on ofrEICSI (Builtlaing Component Safety Infarmailon. by TEL antl tle temporary br within 4.50 ft from roof ed e, CAT II, EXP C, wind TC DL=4.0 psf, wind Bot chord 2x4 SP #2 W BC DL=5.0 psf. Iw=1.00 GCpi�+/-)=0.18 Webs 2x4 SP #3 sM1a11 ha bracing per BCSlcsect Ions B3, B7 or 810, as appllcablo ALPI NE Roof overhang supports 2.00 psf soffit load. /TPlrotlPing Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceilin use purlins: Bottom chord checked for 10.00 psf non -concurrent live load. CHORD SPACING(IN OC) START?FT) 0.15 END(FT) 3.29 Deflection meets L/240 live and L/180 total load. BC 40 - '- Thi, cum. BC 44 3.29 7.00 Shim all supports to solid bearing. All wind load cases on this truss have a 1.33 duration factor. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. GAY\A1� � 1,1-4-0,j 3-3-8 3-8-8 7-0-0 Over 3 Supports R=375 U=116 W=3.5" RL=327/-152 R=160 U=183 R=108 U=41 q �•l 7 *18-11-6 'E IN 'y • TE OF •;,etc 41 Q R1 •' 07/27/2011 4 FL/ -/4/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.37511/Ft. REF R235-- 14774 DATE 07/27/11 DRW HCUSR235 11200015 HC -ENG JB/AP SEQN- 633168 FROM SFP JREF- 1UDZ235_Z03 Design Crit: FBC2007Res/TPI-200 TDY PLT TYP. Wave FT/RT=20%(0%)/5( p 1 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLIIOING .INSTALLERS. Trusses and 11,1111 wingnstalling , M1andling, shipping, ibr follow the latest etlitei on ofrEICSI (Builtlaing Component Safety Infarmailon. by TEL antl tle temporary br n R;fer A) fo'•sal99t ng pe r,BL practices prior is performing these fun cions. Installers shall provi a acM1N uct al ela ng a Un es_ u o er is tap chshalleaa M1 Propocrly u W s Its ave a ProPnwlyoa iachetl rdi gid �ln9, L c e shown or pcm u ate ral • sM1a11 ha bracing per BCSlcsect Ions B3, B7 or 810, as appllcablo ALPI NE 'TW Building Components Group Inc. (JTWBCG) sM1all not be espnnsible f anY a av m i,.yrANSI /TPlrotlPing IBuilding o - Applyplates to eachf t ussDetasunlesssn ungsr a Refer to I.OA-2 f d Plate pus.tluns.AIis In9siM1- - nqdd- g u P"9 I Component# Group ne. " Haines CityFL 33844 FLCOA#0278 p b I r 1.1y des q wn The sn�tabll r se -pu r of B eildi nq Designer Per ANSI/TPI t S- .2 u F e inf general n s page'. ITW Bee, www iWcg.cum; TPI www tPl nsi u rg. WTCA www.sbc�ndustrY Iec.www. sae.prg - '- Thi, cum. q �•l 7 *18-11-6 'E IN 'y • TE OF •;,etc 41 Q R1 •' 07/27/2011 4 FL/ -/4/-/E/-/ TC LL 20.0 PSF TC DL 7.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT. LID. 37.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale=.37511/Ft. REF R235-- 14774 DATE 07/27/11 DRW HCUSR235 11200015 HC -ENG JB/AP SEQN- 633168 FROM SFP JREF- 1UDZ235_Z03 (-IbDUSD-kDLIAUMLJ DUILUIIVU )GUIU DCMIn MVC. UUVML U -- MILMINI— OCMt,n, Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 18 0.15 1.62 BC 65 1.62 7.00 All wind load cases on this truss have a 1.33 duration factor. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS YFR Y� 120 mph wind, 20.15 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Shim all supports to solid bearing. Provide ( 3 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. LAY kM I) i L,1-4-0- R=167 U=208 T* 22-8-5 4-7-2 18-4-11 R=120 U=17 17-11-6 1-7-8 5-4-8 7-0-0 Over 3 Supports R=374 U=117 W=3.5" RL=327/-152 ENr''•r�'i/ �• �, v�•-•.Y-v Design Crit: FBC2007Res/TPI-200 TD PLT TYP. Wave FT/RT=20%(0%)/5( 1 .1 TY:1 FL/ -/4/-/E/-/- Scale =.375"/Ft. '"WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! ""IMPORTANT"" � • : TC LL 20.0 PSF REF R235-- 14775 FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses requ lre evt reme a in fabricating, bantllII s Fping, Installing antl b i,* iefar t F. fol lo. the latest etl Rion orrBCSI (Bw ltling Camporrerit Safety Informa[i on, by TPI an CA) f4' ,a ; TC DL 7.0 PSF DATE 07/27/11 Practical prior to performing these fun cions. Installers aM1a I prowl tle temporary b Unlas n Y othcrwlsc, toP nbortl sbal l`I .0 prL .... attacbetllsTructural sF athYng shallsM1aven. properly attachetl rl gltl telling. Locatluns sM1u.n Tor pnrmanant`latl ral Ing pig EIC C rd 9 h TE OF BC DL 10.0 PSF DRW HCUSR235 11208016 HIC-ENG JB/AP ALP I NE — shall I,— bracing Instal _ per BCSI sections 03. BT or BIG. as applicable. TW B , ing Cwnponc _ Group Inc elTWecG) H 11 t p p feM1far any tl Y f I Itl M1 1.nto man h ANSI/TPI 1 1 ng PP Apply to f - b 9 d✓ tl • �,Q •. ••..�• • BC LL TOT. LD. 0.0 PSF 37.0 PSF SEAN- 9 Pl ea = P Rater`tu a �i� g 'ng.tlrn ` p f pr of ass -Wool g ing V.1y rs 1TM1e rrY))e NAL NAL 633169 i BuildingComponents Orou n6, P P f s b I y e of this les gn f aspunsi b�llty solely .the tl sign any s W DUR. FAC. 1.25 FROM SFP Haines Ciry,FL 33844 -Puns-b Y t 0— 11,"9 Deslign.. pa ANSI/TPI t 1-1, .rca e n sac. g p -g ITW BCG, .rm.�a.bcg cum; TPI: .m.. tpi rg. WICA „aa.. sb.i y.e.a.i 07/27/2011 SPACING 24.0" JREF- 1 UDZ235Z03 FL coA 0278 IDD -.. sa a.arg _ (168038—(t3tAGHtb DUILU11WU )cUlU -111 -- Top chord 2x4 SP #2 Scale =.5"/Ft. Bot chord 2x4 SP #2 TC LL 20.0 PSF Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: Trusses require extreme Care in fabricating. M1antlling, shipping, installing antl b CHORD SPACING(IN OC) START(FT) END(FT) DATE 07/27/11 BC 58 0.15 5.00 All wind load cases on this truss have a 1.33 duration factor. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 19.49 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. Ll— 1 - 4 - 0-::-J �__ 5-0-0 Over 3 Supports —� R=300 U=102 W=3.5" RL=242/-123 -4 R=118 U=154 R=90 U=0 ,E Design Crit: FBC2007Res/TPI-200 TD}• PLT TYP. Wave FT/RT=20%(0%)/5( 1 .15 TY:2 FL/ -/4/-/E/-/- Scale =.5"/Ft. -WARN READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL 20.0 PSF REF R235-- 14776 — IMPORTANT"" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. FURNISH Trusses require extreme Care in fabricating. M1antlling, shipping, installing antl b i �,fer iP y j TC DL 7.0 PSF DATE 07/27/11 etlition of BCSI (Bu;itling Component Safety Information, by TPI a Installers shall temporary b CA) 14 sa Ing p BCf \ praciWcese praiorstC Performing these fon tion+. provide Unless n ictl oiM1erwis top cM1ord shall`"I" Properly ai ached s uctural sF +thing sM1all have PI -11Y d rig -1 ng. Local ans or pernanent lat 1 rd we TE OF J � BC DL 10.0 PSF DRW FleusRzss llzoeor7 -- ALPINE g - II. p BCS, .-. s M. B7 ar 810 appl- bl hITW Boal - g C- G P 1— (ITWBCG) s all nut P nsib y N" Tailor Id w„ih AN51/TPI , r fo dl ng PP 9� •11•�FI�. A W�r(W •• Yi.�O.�• BC LL 0.0 PSF HC -ENG JB/AP any ing c Apply pl o t nd uos t l� • •.«.•-• TOT. LD. 37.0 PSF SEQN- 633170 R r 9 ,GDA Z PI pu A g P g g s P P f g g a'i�/ - NAL DUR. FAC. 1 FROM SFP i Bundinpcomponents Gmup ne. Haines City, FL 33844 FL COA #0 278 p , y- I ly s g n. r 5"itdb r se g r str spun ...ty of a Bu Id;ng D -gner ... ANSI/TPI 1 S .2 o f e u n sce. This j general nu page; ITW BCG www. .-q-; TP) mwm.iP nst org: WTCA' mm�.sbc tl ey.cum. ec. www. ass e.org 07/27/2011 .25 SPACING 24.0 " --- J REF - 1 UDZ2 35 Z03 — (IDBVSD-�DCHI.nCJ DUILUIIWD JaVID OGnl.n n -- Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 34 0.15 3.00 All wind load cases on this truss have a 1.33 duration factor. L ---1-4-0--J `J-0-0 Over 3 Support R=234 U=95 W=3.5" RL=159/-93 R=59 U=80 R=51 U=0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.82 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. T+20-0-5 2-4-7 I 17-11-6 Design Crit: FBC2007Res/TPI-2OOjFSTD % PLT TYP. Wave FT/RT=2096(096)/5 S 1 0. 1.5 QTY:2 FL/ -/4/-/E/-/- Scale=.5"/Ft. "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! "'IMPORTANT"' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. : TC LL 20.0 PSF REF R235-- 14777* %'11-_1 T":77Tr.a=Lh '11.1.1 earema a in fabricating, hantlLing, sM1ipping, installing and b TPI � oya I a fer F. f TC DL 7.0 PSF DATE 07/27/11 a la[est etliti on ofrBL51 (Builtling Component Safety Information, by an - to these f.......s Installers shall temp.rary saf n BC 1 P 'bo ` - s Prior Performing- Pr.vitle Unles'cn .. ..erase, top ch.,d sM1 l have properly attaehea structural sh atM1ing challchave a properly attached rigitl ceiling. Locations shown for permanent lace ral have bracing installetl SCSI sections 83, 87 or BIO, as applicable. rtl e TE OF 1 BC DL 10.0 PSF DRW HCUSR235 11208018 ALP I NE shall per ITW Building Ca ponents Group Inc. (ITWBCG) shell not be esponsible f anY d ati Q �O• �. BC LL 0.0 PSF HIC -ENG J B/AP VIBuilding .• R Y I I cconfo na ANSI/TPI l I 9 PP 9 1'qg Apply pl t. eacH ° f p ......• D I 1 Retlfer co 9 IGOA Z P P- ._`�i�`componentsGroup d'Tne TOT. LD. 37.0 PSF SEQN- 633171 DUR. FAC. 1.25 FROM SFP neo Haines City, FL 33844 FL COA 40 278 espons bilrty s legly F . s-gnrs 'nn s icy a P f s go f espun b- 'y f i e B.. ..—h. De -9 a er ANSI/TPI 1 S-2. usF g p -g ITWheCG- www ,twb g com;PTPI www. [pi s urg: WTCA: www =b.ind— ILC .e a urg xnygs l .e. [Th., y � , A` 07/27/2011 ------- SPAC I NG 24.0" -- J REF - 1 UDZ2 3 5_ZO3 (16803B -(BEACHES BUILDING )2019 BEACH AVE. DUVAL C -- AILANIIC BEACH, rL - CJTt Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACII IN OC) START(FT) END(FT) BC 10 0.15 1.00 All wind load cases on this truss have a 1.33 duration factor. 8 i 2X4 (Al � 18-8-5 R=-45 Rw=64 U=80 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.15 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. A17-11-6 R=9 Rw=22 U=21 �1-4-0---J 1-0-0 Qver 3 S pports R=219 U=133 W=3.5" RL=81/-63 Design Crit: FBC2007Res/TPI-200 STD '' — - .".- PLT TYP. Wave FT/RT=20%(0%)/5( III QTY:2 FL/ -/4/-/E/-/- Scale=.5"/Ft. WARNING" READ AND FOLLOW ALL NOTESON THIS SHEET! "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ; " � TC LL 20.0 PSF REF R235-- 1 4778 Trusses require eztreme care in fabricating, Fantlling. snipping, installing and b { §-r t. TC DL 7.0 PSF DATE 07/27/11 fpllpr .M1e ..[eat etlitinn pf BGSI (�iltling Cpmpnn.nt Safety Infhrmatip by TPI an to 1 tions. Installers temporary aaf >• in��bg��ojjj...P(([ BC I - prat[:... prior performing est un sM1all pr.vitle Unlnss npt.tl otM1. rwise, top cM1 �tl sM1all`M1ave. Properly atiacttetl structural sM1 a1-0 p p. ly a tame, r,g g L pea Pnrman.nt`,at II e b -talletl per BCS. 03 BJ 810 - :,. i, b. ''tl me ■/�� TE OF, ••�� BC DL 10.0 PSF DRW Heusez3s 1lzoeols - gppI� BC LL 0.0 PSF HC -ENG JB/AP ALP I NE s— TW e g temp nis Group In (I TY BGG, _ be -p bl. fnr y , r c. n ANSI/TPI 1 nanela g tl pp g r•.. QA��.•'• TOT. LD, 37.0 PSF SEQN- 633172 b 9 Apply P - P n s snore ab 0 1 ess nu ee R Dr g- 160A Z tlartl plate W - a . A •a�•�•M• pUR. FAC. 1.25 FROM SFP 1 BundmgComponentsGroup ne. Haines City FL 33844 FL COA #0 278 g br v page f g n The IIiP Proftns d ngin esPun- `icyes e y sign s ty a s gn f f i 1i of the Buei Id ih. Oesli 9n par ANSI/TPI 1 S-2, u�F.rf u . gem a s Page I M -BCG: rw. twbcg.c.n, TPI: rrr P .t.urg; WCA:arrr.:b. ntlpat.y.pw.. ce�r .....a e. ung ...... any s n xe. [This �t ` 07/27/20 1 1 SPAC I NG 24.0 " J REF - l UDZ235 Z03 k IU -\ULMI RF OUI 11— )GUIU OLMI n MW UUWML V -- MI LMIIII It, OLm n, rL - LJ I Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceilin use purlins: CHORD SPACING(IN OC) STARTYFT) END(FT) BC 40 0.15 3.29 BC 21 3.29 5.00 All wind load cases on this truss have a 1.33 duration factor. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 19.49 ft mean hgt, ASCE 7-05, CLOSED bldg not located within 4.50 ft from roof ed e, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi�+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. Shim all supports to solid bearing. Provide ( 2) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. Ll— 1-4-0--J 1-4-5 R=111 U=110 2-8-7 ,18-11-6 R=61 U=39 3-3-8 1-8-8 5-0-0 Over 3 Supports R=303 U=103 W=3.5" R p RL=242/-123 A- ------- �17-11-6 Design Crit: FBC2007Res/TPI-200 STCY " ",I- '•.- Is PLT TYP. Wave FT/RT=20%(0%)/5( 1 Q t Q2 0. % QTY:2 FL/ -/4/-/E/-/- Scale=.5"/Ft. ALP I NE - - ' I Building components Group no. Haines Ci FL 33844 ry, FL COA #0 278 WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! • • "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. : • Trusses require e e In fabricating, M1antlling, — pp -9, Installing antl b efer t tl follow the latest ee a on o,rHCSI (Bui:_9 CP P.—t safety Infnrwat..., by TPI a "� IR.r '* practices prior tP Performing these functions. Installers shall P-1- tewporaryn g pV 0 nf Uless note otherwise, top e„ortl s„all „ave Properly at aeM1etl s uctural s„cat„Ing t 4c TE OF W .„all „ave a properly a tae„etl r.B.. Peiling, Ln.atinns`s„awn e� perwanent lateral : I h g - slice per SCSI sections B3 B] or BID pplicab e • • .(, . ITW 6-1-9 9 C p is Group Inc.. (ITWBC%l Shall „at h p ble Por any tic - „ ` �� • •• v y- I - conformance wIt„ ANSI/TPI t f h I g 'pp t1 R 9........APPIy pl to each f e Pf tress a p b •. • ••...•►•• D R f swings 16O1-1 a pi— p 91"11_p p g 111-9 9 tl ntlicau¢iablc p fep f -1 g g• S� p b l y l Iy = g T„e = y g y st IVAL y f t s ilaingtDe g r cr ANSI/TPI I S-2. u FP he n ee Tnia BCG: www. nb g.cun'PTPI: www b atg; TCA: y.c�. 07/27/2011 I eG er9 TC LL 20.0 PSF TC DL 7. 0 PSF BC DL 10.0 PSF BC LL 0. 0 PSF TOT. LD. 37.0 PSF REF R235-- 14779 DATE 07/27/11 DRW Heusazss iizoaozo HC -ENG J B/AP SEQN- 633173 OUR. FAC . 1 .25 — FROM SFP SPAC I NG 24.01' JREF- 1 UDZ235 Z03 (16803B -(BEACHES BUILDING )2019 BEACH AVE. DUVAL C -- ATLANTIC BEACH Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 36 0.15 3.00 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2) 0.131"x3" nails, toe nailed at Bot chord. �'-1-4-0-E:-J -0-0 OVerD3 Su port R=236 U=97 W=3.5" RL=159/-93 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DIMENSIONS) SUBMITTED BY TRUSS MFR FL - CJ 19) R=59 U=78 R=50 U=0 Design Crit: FBC2007Res/TPI-200 ST PLT TYP. Wave FT/RT=20%(0%)/5 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! —IMPORTANT- FURNISH THIS DESIGN TO ALL. CONTRACTORS INCLUDING INSTALLERS. Trusses require ez[reme a infabricating, bandlib,, — pping, installing antl I, follow ibe latest etlition of rBL51 INui kiln Component Safety Information, by TPI a pro �c s pry r o per rm ng a UDgnM1eyle- ssI 9R5 npe 1 o nty a nf top c sM1afc-1n91M1c ne'ipndroperly a tb a�pne- tl s pfitlra I ` 1 a,y I h.v . a -s y cnragn- Pl 11 h.v. bt1a P" BCSI B3. BJ B10 .b ALP I NE CG7 -J of TEI .^ 2,11,1m.COOnWnb G......APP Y P f P ag160AZ ..... p T p R o B P 9 P ' ng n 9 nC. -P Y M1 11g n su'bc b m y ngsgnenpAnsirPl 1 s z.Fnr "eCBwlTPI: -Ib u9: WTCA:bindtycp.Haines City, FL 33844 ln PagIT: PL COA #0 278 ICG www. ca sa fe.nrg 120 mph wind, 18.82 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 20-0-5 1 1-5-10 *18-10-3 1 P 12 0.'F5 -SQTY:2 FL/ -/4/-/E/-/- TC LL 20.0 PSF se f`[Y ' TC DL 7.0 PSF B \ � OF •: BC DL 10.0 PSF h BC LL 0.0 PSF Nom'•. IT.. ••TOT.LD. 37.0 PSF s NAS DUR.FAC. 1.25 h 07/27/2011 SPACING 24.0" Scale=.5"/Ft. REF R235-- 14780 DATE 07/27/11 DRW HCUSR235 11200021 HC -ENG JB/AP SEQN- 633174 FROM SFP _ JREF- 1UDZ235_Z03 (168U38-(IJtAGHtJ 8U1LUINb )LU -IU t5tAI1,H AVt. UUVAL L -- AILANI Il, ntmt.m, rL - l.J Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) BC 11 0.15 1.00 Shim all supports to solid bearing. Provide ( 2 ) 0.131"x3" nails, toe nailed at Top chord. Provide ( 2 ) 0.131"x3" nails, toe nailed at Bot chord. R=-37 Rw=54 U=66 8 4 2X4(A1) R=5 Rw=31 U=33 L--1-4-0-:�J 1-0-0 vAr0305 pports R=220 U=134 W=3.5" RL=81/-63 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 120 mph wind, 18.15 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP C, wind TC DL=4.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. 0-9 10 P. Design Crit: FBC2007Res/TPI-200 STD)' v ' -'•. PLT TYP. Wave FT/RT=20%(0%)/5 1 02 l 0 V5 QTY:2 FL/ -/4/-/E/-/- Scale=.5"/Ft. -- ALPINE �— "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! ' '"IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. : ; Trusses require Z reme a e in fabrl cati ng, han t S, sM1i Aping, installing and .Refer t ntl fpllpr t etlitien ufrBGSI ca.iltling Gemppnent Safety Infprm.tipn, by TPI . I �r �„ • pract icesep rat orstp performing these un tion s. Installers sM1all pruvi tle temporary ingt�_r Baf ` . U„Icss n oc„oris. top ch^rtl I'll,Iave properly ai acne structural sM1 atF�ng X TE OF � W all M1aveca prep.,) yea iacM1etl r�gitl ceiling. Locatianst shown for perm npntelate ral 0 1 • TW 8 Itling ComPe^cots Gr^ p I^=. 'ITWBGG sM1al I net be esp^^,ihle f r a^y tl at s„all have brat log installetl per SCSI sections 83: BJ "r BID. as applicable. nD any failure co uiltl the c uss �n crnfo ce ri c„ ANSI/Tplrl, or for „ ntlling, shippi �•• ng of App y pi = ntl Pes t en „ ba„e a T' j .;, ••'1.�, Det. Is I_tl u R the g 16OA Z fur s antla pl pp TC LL TC DL BC DL BC LL TOT. LD. 20.0 PSF 7.0 PSF 10.0 PSF 0.0 PSF 37.0 PSF REF R235-- 14781 DATE 07/27/11 - DRW HCUSR235 11208022 HC -ENG JB/AP SEQN- 633175 DUR. FAC. 1 .25 FROM SFP I Building COT OnWnld Glow nC. 0 P P Haines Ci FL 33844 ry FL co.a kO 278 ^9.. P... 1 R 'hewn n su-ca ceptannetufop g p.......sign s T e bit p an us f g - it y ...... Itl�ngtgesigner pc ANSI/TPI 1 S...2. Fn "„t m„ g u g I W BCG rrr , wbcg can; TPI: wrr p urg WTCA wrr try. G rrr , g y s - T„ em ! j” ,■�� r 1 iL! 07/27/2011 SPACING 24.0 ” J REF - 1 UDZ2 35 Z03 vBoise Cascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\FB01 BC CALCO 3.0 Design Report - US 2 spans I No cantilevers 10/12 slope Wednesday, July 27, 2011 Build 517 LL 3,625 lbs LL 10,149 lbs LL 4,075 lbs DL 962 lbs DL 6,515 lbs DL 2,501 lbs RLL 171 Itis RLL 2,890 lbs RLL 1,081 lbs Total Horizontal Product Length = 21-00-00 File Name: 16803 Job Name: Hunt Residence Description: FB01 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1040 Misc: be verified by anyone who would rely on Tag Description Load Type LL 3,625 lbs LL 10,149 lbs LL 4,075 lbs DL 962 lbs DL 6,515 lbs DL 2,501 lbs RLL 171 Itis RLL 2,890 lbs RLL 1,081 lbs Total Horizontal Product Length = 21-00-00 Controls Summary Value %Allowable Duration Case Span Live Dead Snow Wind Roof Live Trib. Load Summary Completeness and accuracy of input must Neg. Moment -16,901 ft -lbs 45.2% 100% 1 1 - Right be verified by anyone who would rely on Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 62.0% 100% 1 Standard Load Unf. Area (psf) L 00-00-00 21-00-00 40 15 2 02-00-00 2 U1,510 (0.086") Unf. Lin. (plf) L 00-00-00 21-00-00 427 107 U-5,075 (-0.022") n/a 3 1 Unf. Lin. (plf) L 00-00-00 21-00-00 293 73 2 n/a 4 WALL Unf. Lin. (plf) L 05-06-00 21-00-00 building codes. To obtain installation Guide 111 n/a 5 ROOF Conc. Pt. (lbs) L 05-07-12 05-07-12 674 792 n/a 6 ROOF Unf. Lin. (plf) L 06-06-00 21-00-00 196 231 n/a Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 13,728 ft -lbs 36.7% 100% 16 2 - Internal Completeness and accuracy of input must Neg. Moment -16,901 ft -lbs 45.2% 100% 1 1 - Right be verified by anyone who would rely on End Shear -4,189 lbs 39.4% 100% 16 2 - Right output as evidence of suitability for Cont. Shear 6,597 lbs 62.0% 100% 1 2 - Left particular application. Output here based Total Load Defl. U1,069 (0.122") 22.5% 56 2 on building code -accepted design Live Load Defl. U1,510 (0.086") ° 23.8% 56 2 properties and analysis methods. Installation of BOISE engineered wood Total Neg. Defl. U-5,075 (-0.022") 4.7% 16 1 products must be in accordance with Max Defl. 0.122" 32.5% 56 2 current Installation Guide and applicable Span / Depth 8.1 n/a 2 building codes. To obtain installation Guide or ask questions, please call (800)232-0788 before installation. %Allow %Allow Bearing Supports Dim. (L x W) Value Support Member Material BC CALCO, BC FRAMER@ , AJSTM, BO Wall/Plate 5-1/2" x 3-1/2" 4,758 lbs n/a 33.0% U 9RIWi L T@), BC RIM BOARD TM BCI@), �LULAMTM B1 Post 7-1/2" x 3-1/2" 19,554 lbs 0.7% 99.3% LX 9191 SIMPLE FRAMING B2 Wall/Plate 5-1/2" x 3-1/2" 7,657 lbs 70.4% 53.0% 419 �;'STEM@) , VERSA -LAM®, VERSA -RIM RAM ST AUGUSTINE, 2t�65tSA-RIM®, FIL CERT OF AUTH Ti WWRSA-STUDOare Notes NG RE cascade Wood Design meets Code minimum (U240) Total load deflection criteria. tl Design meets Code minimum (L/360) Live Design meets Maximum load load deflection criteria. deflection PROVED ❑ APPROVED AS NOTED arbitrary (0.375") criteria. APPROVED cord DATE 20o Engmee f eFL Ce No 3 76 LOUIS J. GABRIEL, P.E. ATTENTION: Review of shop drawings is onlY for conformance with the design concetn of the the project and dore�srhil�tyi�turrany deiegalHd v anon engineer of resp trom the requirements of the contract docu- ments nor from respo(��'n�s for errors or Page 1 of 2 omissions in the shop PDF created with pdfFactory Pro trial version www.pdffactory.com AIN Boise Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam1FB01 BC CALCO 3.0 Design Report - US 2 spans I No cantilevers 10/12 slope Wednesday, July 27, 2011 Build 517 Connection design assumes point load is 'top -loaded'. For connection design of 'side -loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com BC CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD TM, BCIO , BOISE GLULAMTM, SIMPLE FRAMING SYSTEMO , VERSA-LAMO, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. File Name: 16803 Job Name: Hunt Residence Description: FB01 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1040 Misc: Connection Diagram Disclosure �► b _ d - Cobe verified by anyone who accuracyleteness and ufmust would rely on a output as evidence of suitability for particular application. Output here based on building code -accepted design c 1 properties and analysis methods. Installation of BOISE engineered wood • t • �--- products must be in accordance with _l current Installation Guide and applicable building codes. To obtain Installation Guide a minimum = 2" c = 12" or ask questions, please call (800)232-0788 before installation. b minimum = 3" d = 24" Connection design assumes point load is 'top -loaded'. For connection design of 'side -loaded' point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 2 of 2 PDF created with pdfFactory Pro trial version www.pdffactory.com BC CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD TM, BCIO , BOISE GLULAMTM, SIMPLE FRAMING SYSTEMO , VERSA-LAMO, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. ®Boise Cascade Double 16" BCI® 60s-2.0 SP Joist1J01 BC CALCO 3.0 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, July 27, 2011 Build 517 24 OCS I Non -Repetitive I Glued & nailed construction File Name: 16803 Job Name: Hunt Residence Description: J01 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1336 Misc: B0, 5-1/2" LL 873 lbs DL 218 Ibs B1, 5-1/2" LL 873 lbs DL 218 lbs Total Horizontal Product Length = 21-09-12 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 21-09-12 40 10 24 Controls Summary Value %Allowable Duration Case Span Pos. Moment 5,534 ft -lbs 32.5% 100% 1 1 -Internal End Reaction 1,091 lbs 31.2% 100% 1 1 -Left End Shear 1,045 lbs 24.0% 100% 1 1 -Left Total Load Defl. U1,088 (0.232") 22.1% 1 1 Live Load Defl. 01,359 (0.186") 35.3% 1 1 Max Defl. 0.232" 61.9% 1 1 Span / Depth 15.8 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Wall/Plate 5-1/2" x 4-5/8" 1,091 lbs n/a n/a Unspecified B1 Wall/Plate 5-1/2" x 4-5/8" 1,091 lbs n/a n/a Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.375") Maximum load deflection criteria. Composite EI value based on 23/32" thick sheathing glued and nailed to joist Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdffactory.com Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJSTM, ALLJOISTO , BC RIM BOARD TM, BCI@) , BOISE GLULAMTM, SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM@, VERSA-STRANDO, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. ASN Boise Single 16" BCI® 60s-2.0 SP Joist1J02 BC CALCO 3.0 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, July 27, 2011 Build 517 16 OCS I Non -Repetitive I Glued & nailed construction Case File Name: 16803 Job Name: Hunt Residence Description: J02 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1336 Misc: B0, 5-1/2" LL 582 Ibs 61, LL 58822 lbs DL 145 lbs DL 145 lbs Total Horizontal Product Length = 21-09-12 Live Dead Snow Wind Roof Live OCs Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 21-09-12 40 10 16 Controls Summary Value %Allowable Duration Case Span Pos. Moment 3,690 ft -lbs 43.3% 100% 1 1 - Internal End Reaction 727 lbs 41.5% 100% 1 1 - Right End Shear 697lbs 32.0% 100% 1 1 - Left Total Load Defl. L/783 (0.322") 30.6% 1 1 Live Load Defl. U979 (0.258") 49.0% 1 1 Max Defl. 0.322" 86.0% 1 1 Span / Depth 15.8 n/a 1 % Allow % Allow Bearing Supports Dim. (L x W) Value Support Member Material BO Wall/Plate 5-1/2" x 2-5/16" 727lbs n/a n/a Unspecified B1 Wall/Plate 5-1/2" x 2-5/16" 727lbs n/a n/a Unspecified Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.375") Maximum load deflection criteria. Composite EI value based on 23/32" thick sheathing glued and nailed to joist Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdffactory.com Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMER@ , AJSTM ALLJOISTO , BC RIM BOARDTM, BCI@ , BOISE GLULAMTM", SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@ , VERSA -RIM®, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. AN Boise Single 16" BCI® 60$-2.0 SP Joist1J03 BC CALC® 3.0 Design Report - US 1 span I No cantilevers 10112 slope Wednesday, July 27, 2011 Build 517 16 OCS I Non -Repetitive I Glued & nailed construction Job Name: Hunt Residence File Name: 16803Description: J03 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1336 Misc: B0, 5-1/2" LL 583 lbs 81 DL 146 lbs LL 570 lbs DL 142 lbs Total Horizontal Product Length = 21-07-06 Load Summary Live Dead Snow Wind Roof Live OCs Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 21-07-06 40 10 16 Controls Summary Value %Allowable Duration Case Span Pos. Moment 3,708 ft -lbs 43.5% 100% 1 1 - Internal End Reaction 712 lbs 45.1% 100% 1 1 - Right End Shear 698 lbs 32.1% 100% 1 1 - Left Total Load Defl. U778 (0.325') 30.8% 1 1 Live Load Defl. U972 (0.26") 49.4% 1 1 Max Defl. 0.325' 86.8% 1 1 Span / Depth 15.8 n/a 1 Bearing Supports Dim. (L x W) Value % Allow Support % Allow Member Material BO Wall/Plate 5-1/2" x 2-5/16" 729 lbs n/a n/a Unspecified B1 Hanger Load 2-1/2" x 2-5/16" 712 lbs 33.3% n/a MIT3516 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (0480) Live load deflection criteria. Design meets arbitrary (0.375") Maximum load deflection criteria. Header for the hanger MIT3516 at 131 is a Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Hanger MIT3516 requires (4) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2" joist nails. Hanger Manufacturer: Simpson Strong -Tie, Inc. Composite EI value based on 23/32" thick sheathing glued and nailed to joist. Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdffactor Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALC®, BC FRAMER®, AJSTM, ALLJOISTO , BC RIM BOARD TM, BCI RO , BOISE GLULAMTM", SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA -STUD® are trademarks of Boise Cascade Wood Products L.L.C. BCBoise Cascade Single 16" BCI® 60s-2.0 SP Joist1J04 C/JCALCO 3.0 Design Report - US 1 span I No cantilevers 10/12 slope Wednesday, July 27, 2011 Build 517 16 OCS I Non -Repetitive I Glued & nailed construction File Name: 16803 Job Name: Hunt Residence Description: J04 Address: Specifier: Stephen F. Price City, State, Zip: , Designer: Stephen F. Price Customer: Elite Homes Company: Lumber Unlimited Code reports: ESR -1336 Misc: BO B1 Total Horizontal Product Length = 14-10-14 Reaction Summary ( lbs ) Bearing Live Dead Snow Wind Roof Live Uplift BO, 5-1/2" 404 101 B1 391 98 Load Summary Live Dead Snow Wind Roof Live OCs Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% 1 Standard Load Unf. Area (psf) L 00-00-00 14-10-14 40 10 16 Controls Summary Value %Allowable Duration Case Span Pos. Moment 1,725 ft -lbs 20.2% 100% 1 1 - Internal End Reaction 489 lbs 30.9% 100% 1 1 - Right End Shear 475 lbs 21.8% 100% 1 1 - Left Total Load Defl. U2,152 (0.08") 11.2% 1 1 Live Load Defl. U2,690 (0.064") 17.8% 1 1 Max Defl. 0.08" 32.1% 1 1 Span / Depth 10.8 n/a 1 Bearing Supports Dim. (L x W) Value % Allow Support % Allow Member Material BO Wall/Plate 5-1/2" x 2-5/16" 505 lbs n/a n/a Unspecified B1 Hanger Load 2-1/2" x 2-5/16" 489 lbs 22.8% n/a MIT3516 Notes Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.25") Maximum load deflection criteria. Header for the hanger MIT3516 at 131 is a Double 1-3/4" x 16" VERSA -LAM@) 2.0 3100 SP Hanger MIT3516 requires (4) 10d face nails, (4) 10d TF nails, (2) 10d x 1-1/2"joist nails. Hanger Manufacturer: Simpson Strong -Tie, Inc. Composite EI value based on 23/32" thick sheathing glued and nailed to joist. Page 1 of 1 PDF created with pdfFactory Pro trial version www.pdffactory.com Disclosure Completeness and accuracy of input must be verified by anyone who would rely on output as evidence of suitability for particular application. Output here based on building code -accepted design properties and analysis methods. Installation of BOISE engineered wood Products must be in accordance with current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call (800)232-0788 before installation. BC CALCO, BC FRAMERO ,STM ALLJOISTO , BC RIM BOARD TM, BCIS, BOISE GLULAMTM, SIMPLE FRAMING SYSTEM@ , VERSA -LAM@, VERSA -RIM PLUS@, VERSA -RIM@, VERSA -STRAND@, VERSA -STUD@ are trademarks of Boise Cascade Wood Products L.L.C. ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. Hangers are Simpson Strong -Tie Unless Noted Otherwise MIT3516 = Typical I -Joist / FL10677.76 Engineer of Record LOUIS GABRIEL Customer Name: Beaches Building Job Name: Harkleroad Job Address: 2019 Beach Ave. Drawing Number: 16803A Date: 07/27/2011 j Drawn By: Stephen F. Price Beam List Mark / Description FB01 / (2 Ply) 1.75" x 16" x 22'-0" LJG ENGINEERING, INC. 419 SOPHIA TERRACE ST. AUGUSTINE, FLORIDA 32095 FL CERT OF AUTHORIZATION No. 9784 SHOP DRAWING REVIEW DISPOSITION APPROVED 0 APPROVED AS NOTED 31611 O NOT APPROV17" i� +{ L420� Li,y�nee of f.ecord FL Cert. No 39476 LOUIS J. GARPEL. P.E. ATTENTION Review of shop drawings. , onjy for conformance with the design concept of the project and does not relieve the delegated engineer of respons,►irlity for any deviation from the requirements of the contract docu- ments nor from responsibility for errors or omissions in the shop drawings. Ixx 5 g 4 4�1 Cr4O Cru cui rral CJu C-40 F 3 3 3 3 3 1 %> JOB: 16905 PM 6) LOC. 1632 WEST PARK TERRACE 0 PLAD6 ATCOCK N DESIGNER: RICHARD TMGLET N PITCH: 85/12 0 OVE14ONG: 24' r WIND CODE: 120 MPH E C CLOSED LL �Q N fy ALL TRUS6 PLATES ARE ALPME PLATES N APPROVAL 0 1999-3 X 96HEER OF RECORD UNKNm (Q OF RECORD TO REVIEW ill01ENSINEER 3 ALL BEAM AND TRUSS 1245INIEERINs AND SIZE HEADERS, COUMNS AND CAPS WHERE NECESSARf. 7R41S6 FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEMs INADEfY14TELT SUPPORTED. HANGERS ON JOB ARE AS FOLLOWS I� UNLESS NOTED OiHeam �l APPLICATION PART 0 APPROVAL 0 i -PLT TRUSS 41516 FLI065594 2 -PLT TRIM W -M82 FLI1468B do n/ 'I b I t ITW Building Components Group, Inc. 1950 Marley Drive Haines City, FL 33844 ``- Florida Engineering Certificate of Authorization Number: 0 278 Florida Certificate of Product Approval * FL 1999 Page 1 of 1 Document ID: lUES235'-ZO625165455 0� _ Truss Fabricator: Lumber Unlimited *: Job Identification: 16905-(DKB ENTERPRISES )1632 WEST PARK TERRACE -- ATLANTIC B ACH;i�FL, µG YY -E• R fS Truss Count: 44 Model Code:' Florida Building Code 2007 and 2009 Supplement Truss Criteria: FBC2007Res/TPI-2002(STD) ��"'"�'� Engineering software: Alpine Software,Version 10.02. sia Structural Engineer of Record: The identity of the structural EOR did not exist as of 0 OAIAL Address: the seal date per section 61G15 -31.003(5a) of the FAC Minimum Design Loads: Roof 37.0 PSF Q 1.25 Duration Floor - N/A Wind 120 MPH ASCE-7-05 -Closed Notes: 1. Determination as to the suitability of these truss components for the Douglas Fleming structure is the responsibility of the building designer/engineer of -Truss Design Engineer - record, as defined in ANSI/TPI 1 2. The drawing date shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing.. Haines City, FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Lumber Unlimited for the above referenced job identification. Loads applied by non -truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing, number is preceded by: HCUSR235 Details: Ref Description Drawingi Date Ref Description Drawingi Date 1 33648--A1 2 -PLY 11237226 08/25/11 37 33684--HJ37 11237223 08/25/11 2 33649--A2 11237183 08/25/11 38 33685--HJ38 11237224 08/25/11 3 33650--A3 11237184 08/25/11 39 33686--CJ38 11237207 08/25/11 4 33651--A4 11237185 08/25/11 40 33687-`-CJ39 11237208 08/25/11 5 33652--A5 2 -PLY 11237212 08/25/11 41 33688--CJ40 11237209 08/25/11 6 33653--B6 2 -PLY 11237213 08/25/11 42 `33689--CJ41 11237210 08/25/11 - 7 33654--B7 11237186 08/25/11 43 33690--CJ42 11237225 08/25/11 8 33655--68 11237187 08/25/11 44 33691-`-CJ43< 11237211 08/25/11 9 33656--B9 11237188 08/25/11 10 33657--610 11237214 08/25/11 11 33658--Cll 11237189 08/25/11 12'- 33659--C12 11237190 08/25/11 13 33660--C13 11237191 08/25/11- 14 33661--C14 11237192 08/25/11 15 33662--C15 11237193 08/25/11 16 33663--CI6 11237194 08/25/11 17 33664--C17 11237215 08/25/11 18 33665--C18 11237195 08/25/11 19 33666--C19 11237196 08/25/11 20 33667--C20 11237197 08/25/11 21 33668--C21 11237198 08/25/11' 122 33669--C22 11237199 `08/25/11 23 33670--C23 11237200 08/25/11 24 33671--C24 2 -PLY 11237216 08/25/11 25 33672--D25 11237217 08/25/11 26 33673--D26 11237201 08/25/11 �27 33674--D27 11237202 08/25/11 I28 33675--D28 11237218 08/25/11 , 29 33676--E29 11237219 08/25/11 30 33677--E30 11237203 08/25/11 ; 31 33678--E31 11237220 08/25/11 ., FILE � 32 33679--EJ32 11237204 08/25/11 )33 33680--EJ33 11237205 08/25/11 _34 33681--EJ34 11237206 08/25/11 (16905-(DKB ENTERPRISES Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #3 1632 WEST PARK TERRACE -- ATLANTIC BEACH, FL - Al 2 -PLY Special loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 57 plf at 0.00 to 57 plf at 10.25 TC- From 57 plf at 10.25 to 57 plf at 20.50 BC- From 10 plf at 0.00 to 10 plf at 20.50 BC- 577.71 lb Conc. Load at 1.06 BC- 579.10 lb Conc. Load at 3.06, 5.06, 7.06, 9.06 11.06,13.06,15.06,17.06,19.06 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 67 0.00 20.50 BC 120 0.15 20.35 All wind load cases on this truss have a 1.33 4X4 (R) III duration factor. 5X4 THIS DWG PREPARED FROM COMPUTE 2 COMPLETE TRUSSES REQUIF Nail Schedule:0.131"x3" nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stag in each row to avoid splitting. (1) 1/2" bolts MAY BE USED FOR (2) 0.13 THE BOTTOM CHORD ONLY. 120 mph wind, 15.00 ft mean hgt, ASCE 7 within 4.50 ft from roof edge, CAT II, BC DL -3.0 psf. Iw-1.00 GCpi(+/-)=0.18 Deflection meets L/240 live and L/180 tl JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 51 W2X5 S 3.50 [ 6] W3X4 S 1.25 [13] W3X4 S 1.25 1`141 W2X5 S 3.50 �9-0-0 i, 10-3-0 ,I, 10-3-0 L 20-6-0 Over 2 Supports e1 R=3636 U=1188 W=7.625" R=35,.11{ 0 Design Crit: FBC2007Res/TPI-2002(STD) aAr ' W PLT TYP. Wave FT RT=20%(0% 5 2 0. .06 X121 TY: FL -WARNING- READ AND FOILOW ALL NOTES ON THIS SHEET! � �. i T C L L -IMPORTANT- FURNISH IHIS DESIGN 10 ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme ca a 1, fabricating, handling, shipping, 1ns[alling and bracing. Ref 'n■ rNC$I follow [he latest edition of (B ul ltling Component $ale ty Inf Or motion, by TPI and RIA) fur : TC D L 0/ 0 / t, practices prior to Verfprming these functions- Installers sha11 provide temporary Ur_,,, Ver S1. i Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom '�r'd, ATE �� B C D L shall have a properly a[[achetl rigid ceilln Locatfons shown for permanent lateral restrain[j�� shall have bracing installed per BCS-. sections B] or BIO, as applicable. ALPINE h,1 N Building components crony Inc. (I1w.. shah not be responsible for any Oev1a[1on from [M1is i( +.. .♦.� B C L L any failure to build the truss in conformance with 4NSI!TPI 1. or for handling, "Top"'.Ins[allat(t, . 7100ding E-1, of trpsaes. AppiY plates to ea[M1 face of truss and position - shown above and - IT, Join[ O�, �`� T 0 T . L Details, unless noted otherwise. Refer to drawings 16OA-Z Par standard plate positions. A seal on s •��+/��« 1V1 COTpm�nb GygstruclG,e dre 1 g over page I stI g this drawing, fndi- [ cept f Vr f -1 i �l 1, S/ANAL rou /d nC. HainesCiry,FL 33844 F1,Co.au027R r1b,lity solely fpr h d ign shown. Th it bili[ o d e of td sig f V �V_p.�ptE• O U R F tb p ibillty pf the B 11Uing Designer per NSTJTPI I S 2. For U Thi s Job s "Y,''.`„y 25/2011 general notes Veye, liN BLG www.l lwb[9 Tam, TPI ww,tpinst ory, WTCA w.sbcl nd str'y -ccm, �+I� R I«---I.csafe.org SPACI (16905-(DKB ENTERPRISES )1632 WEST PARK TERRACE -- ATLANTIC BE Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 2.590' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 2.590' Roof overhang supports 2.00 psf soffit load. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. All wind load cases on this truss have a 1.33 duration factor. H, FL - A2 THIS DWG PREPARED FROM COMPUTEI TLV III IIII WIItu, 1J.V4 IL Dicall Ily t„ h,).L / within 4.50 ft from roof edge, CAT II, 1 BC DL=3.0 psf. Iw=1.00 GCpi(t/-)=0.18 Wind reactions based on MWFRS pressures In lieu of structural panels or rigid c( CHORD SPACING(IN OC) TC 54 BC 87 BC 120 4X4 = MWFRS loads based on trusses located at edge. 3X4(F6) % 3X4( �2-0-0-:3--J 10-3-0 3�E 10-3-0 20-6-0 Over 2 Supports R=932 U=190 W=7.625"tmaftf R=932 U= RL=404/ 4041 �S �J j�4 Design Crit: FBC2007Res/TPI-2002(STD) 4;S •• S '• PLT TYP. Wave FT RT=20% O% 5 2 X10. 0 .1 " QT 16 FL/- READ L - RFAN AND FOLLOW ALL NOTES ON THIS SHELF ;,. i ~ TC LL .««IMPORTANT*` FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSIALLERS. 'I \ 648 1 / Trusses reN,tre extreme care In faUrlcating, handltny, sh,Dpiny, 1ns[allln' and Uractn9. R to iid V VT VV Tl.` D L fallow the lates[.e0ltion of SCSI tDulld,ny Component Safely Information, by TPI and WIC.At 11 ty• j, prat [ices prior [o performing [heie func [torts. Ins[alT ers shall Drovt,1e temporary bracing Ve BE Unless n It U otherwise. to, chord sRall have proVerly attached structural sneathiny end bo [t pi Nord BC DL shall have a proVerly attac Red rigltl ceiling. Locatlons shown for permanent lateral i --int f hsO n shall nave braying 1ns[alleU per UCSI septi anstlit, — applicable. .rM y �y AT� 4: ALPINE ITN 11,+1,11,9 C,,O,,e is Group Inc. (ITNUCGI shall not Ue responsIDle fpr any i 't+on from r j. g 7 ` i V BC LL any failure to 1,111 [ne Lr u ss in cont or ma nce wt lh ANSI/TPI 1, or for handling, snipp1 ng, Instal*[i,Q J./'y� OR ��/+s �� Drac,ny of tr,snes. A", plates tp each face of truss and position as shown above and on tRe Jpt�t �,�- V�� T 0 T . L Details. unless nu ted otherwise. Refer to ,1rawf nqs 160A -L fur s[antlard plate posy [1 oni. A seal li s ♦� ZftildingCiOin Mt14Grou nC. raiorpxervagesrloy tfis drawtny, ,natates aseutance oTeDrpfesstonal eneet�`P responzlU,l1[y s,lely fpr [ne design shown. Th, sultabfilty and u ,f this design for any structures�O� Y D U R F Haines Ci FL 33844 the resvoos+Df n tr pf Tne Build,ng 1,11911, per AN511 TPI I Sec.z. car mare ,nfprma t,on see: u„o ]pb•s i(]1•M FL C� #0 27R yeneraM no [es page: ITW OCG: w ww.1 t wUcg.cpni: 1P1: www.[p I. MTCA: www.sUuindustr y.c,m; ltt u�4}25/20i 1 SPACI ICG: w w.9 i[vate. pr'q �� 16905-(DKB ENTERPRISES )1632 WEST PARK TERRACE ATLANTIC BEACH, FL - A3 IOP Cnora 2x4 JP ffZ But chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 69 -2.00 22.50 BC 120 0.15 20.35 MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4X4= THIS DWG PREPARED FROM COMPUTI 120 mph wind, 15.00 ft mean hgt, ASCE 7 within 4.50 ft from roof edge, CAT II, BC DL=3.0 psf. Iw=1.00 GCpl(+/-)=0.18 Wind reactions based on MWFRS pressures Bottom chord checked for 10.00 psf non - Deflection meets L/240 live and L/180 t All wind load cases on this truss have L—z2-0-0---J I, 10-3-0 i 10-3-0 IE 20-6-0 Over 2 Supports R=915 U=191 W=7.625" RL=404/-404 R=915 Design Crit: FBC2007Res/TPI-2002(STD)Q •'�,�``• `��' PLT TYP. Wave FT RT=20% O% 5 2 X10. 06 12 • TY. FL/- -WARNING" READ AND FOLI. ON ALL NOTES ON THIS SHEET! - 1O Q�64� � TC LL `"IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses repair. extreme care 1n fabricating, handling, shipping. installing and bracing. Re y}�- • TC DL follow the latest :ol. n of SCSI (Bu riding Component Safety Information, py TPI and NTCA' for , 7 practices p.... to performing these functions. Installers shall pr Quid. temporary bracing per C�a ` t /� Unless noted otherwise, top chord shall have properly attached structural sheathing aUd bottom ord B C DL sM1all have a properly attached ri91d cel 11 ng. Luc acl ons shown for permanent lateral restrain[ webs O , �� • snail have bracing installed per SCSI sections B3, 87 or BIO. — applicable. :S v� • [�� ALPINE ITN Butldtn9 camp....ts uropp Inc. n 1wecG1 snarl not b. re....AI.I. far any devran an rrom u,i� A�aIti tom( B C L L ny failure to bull' the truss in conformance with ANSI/TPI 1, or fur handling, sM1lppi ng, ins[alla�/o 1 `!!` bracing of tra.les. Apply Dates to each faee of Ira , and po 10— — ,haven above and on the Join •'•.• i, QR1o•O'• �y17' TOT. L Details, unless noted o[herwt se. Refer to drawings 160A -Z for standard plate positions. A seal on (��•!•..t/••••• •C�`�Y drawing or cover page iistt ng this drawing, Indicates acceptance of pr ofessl onal englneeriny 1 �I 2�.0 dino/npOn•na Group ne. respanslbillty solely for the design shown. The suitability and use of this design for any structure S b_ U D U R . Fi Che re spon sl pllity of [he 8u,lding Designer per A.N511111 I Sec.2. Fur m e Informatlon see' Ihts ]ob'z '�//y�� Haines City, FL 33844 general notes gag.: ITN -BCG: www .,twbw.aom; TPI:LD inst.org: R' u: www.sbcl ndDs vy.com: - Jf1/�ll/�j{{11 5/2011 FLCOA#0278 ICC: www.,ccsafe.arg SPACII (16905-(DKB ENTERPRISES )1632 WEST PARK TERRACE -- ATLANTIC BEACH, FL - A4) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #3 Roof overhang supports 2.00 psf soffit load. H = recommended connection based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/240 live and L/180 total load. MWFRS loads ba 4X4= THIS DWG PREPARED FROM COMPUTE 120 mph wind, 15.00 ft mean hgt, ASCE 7 within 4.50 ft from roof edge, CAT II, BC DL=3.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures In lieu of structural panels or rigid c CHORD SPACING(IN OC) TC 68 TC 74 BC 120 All wind load cases on this truss have �2-0-0-:�J 1— 10-3-0 I 10-3-0 R=923 U=194 W=7.625" RL=333/-366 20-6-0 Over 2 Supports R=783 U=163 H—Simp. rted Member F, %Ing Member I , o Member Design Crit: FBC2007Res/TPI-2002(STD) A" v ♦ �✓' PLT TYP. Wave FT RT=20% O% 5 2 0. 06 121 TY: FL/ READ AND FOLLOW ALL NOTES ON THIS SHEET1 ♦-up V, T C L L **IMPORtANT** FURNISH THIS DESIGN 10 ALL CONTRACTORS INCLUDING INSTALLERS. i r • Trusses require extreme care In fab, tca[1 ng, handling, shipping, 1n" "'In, Intl bracing. Ref S�q ,Wr y♦� r follow [he latest etlitton of SCSI (Building Component Safety Information, by IPI Intl RICA) for e� n + T C D L practices. prior to performing these functions. Installers shall pr,,Ide temporary bracing per I. { ! r Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom tl ♦ BC DL snail have a properly attache❑ rig,tl ceiling. Locations s .n fug permanent lateral restraint o rfi./S ATE �` shall have bracing 1,,talled per BCS, sections BB, 11 or 110, — app11[Ible. �V .♦ A L P I N E IIW Butltl, ny Components Group Inc. („MBC G) shall not tie respons,ble for any de vt atlon from[h,s 4e '•. ©P'••♦• �i' BC LL ony failure to bu11tl the truss 1n co of orman[e with ANSI/TPI 1. or for handling, sM1i pDi ng, instellatfy, ♦ t �`� a� , ating pf crosses. Apply plates rD earn rale pr tris and 1-11t1pn -1 Inp.. atp and on me dnlnt �G • �” �� P• lli' TOT. L Details, unless noted .otherwise. Refer [o tlraMings 1fi0A-Z fur s[a ntlard plate posl tl ons. A aeai on [h ♦•♦r •♦♦•• draMing or cover page Ils[i ng tM1is drawing. lntlic'ates acceptance of Vr ofess, onal engineerio A' I Building Componsrns Group ne. se g D U R . F sppn si bili[y Solely for [he design snuwn. TM1e sut[ablli[y and u pf tM11s tleflgn (or any structure is J the resDunatU,l,ty of the Build,ng Designer per ANSI/IPI. 1 1— 1. Fur m e ...... f orma[tan see: This o0's ,,y� Haines City FL 33844 generlt notes page: uw-BCG: w M_itMb[g.[om: iPT: Mw�.tP,nst.o e: Mt u: bclntlnst,y.wm: I HIi111N�1�S 2$72011 FLCOA#0278 ICC:., w_11-0e.Drg SPACI (16905-(DKB ENTERPRISES )1632 WEST PARK TERRACE--- ATLANTIC BEACH, FL - A5 2 -PLY Top chord 2.4 SP #2 Bot chord 2x8 SP #2 Webs 2x4 SP #3 Special loads ------(Lumber Dur.Fac.-1.25 / Plate Dur.Fac.-1.25) TC- From 57 plf at -2.00 to 57 plf at 7.65 TC- From 29 plf at 7,65 to 29 plf at 10.25 TC- From 57 plf at 10.25 to 57 plf at 20.18 TC- From 17 plf at 20.18 to 17 plf at 20.50 BC- From 5 plf at -2.00 to 5 plf at 0.00 BC- From 10 plf at 0.00 to 10 plf at 20.50 PLB- 717.78 lb Conc. Load at ( 1.65, 9.04), (3.65,9.04), (5.65,9.04) PLB- 602.60 ib Conc. Load at ( 7.65, 9.04), (9.65,9.04), (11.65,9.04) (13.65,9.04), (15.65,9.04), (17.65,9.04), (19.65,9.04) Roof overhang supports 2.00 psf soffit load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 52 -2.00 10.25 IC 65 10.25 20.38 BC 120 0.15 20.50 All wind load cases on this truss have a 1.33 duration factor. 4X4 (R) III LE --3j L 10-3-0 I 10-3-0 20-6-0 Over 2 Supports R=3962 U=1301 W=7.625" THIS DWG PREPARED FROM COMPUT 2 COMPLETE TRUSSES REQUII Nail Schedule:0.131'x3" nails lop Chord: 1 Row @12.00' O.C. Bot Chord: 1 Row @ 5.00" o.c. Webs : I Row @ 4" o.c. Use equal spacing between rows and stagger 1n each row to avoid splitting. (1) 1/2" bolts MAY BE USED FOR (2) 0.1311x3 THE BOTTOM CHORD ONLY. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, within 4.50 ft from roof edge, CAT II, EXP I BC DL -3.0 psf. Iw=1.00 GCpi(+/-)-0.18 Wind reactions based on MWFRS pressures. H - recommended connection based on manufaci calculations. Conditions may exist that regL than indicated. Refer to manufacturer public Deflection meets L/240 live and L/180 total JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W3X6 S 4.25 [ 7] W3X4 2.25 L 1.25 [14] W3X4 2.25 R 1.25 [15] W3X6 S 4.25 +9-0-0 R=3823 U=1311 H=Simpson HGUS28-2 Supported Member "U"t 62" Support x3.5" nails ting Me 2"x3.5" nails Supporting �s' Design Crit: FBC2007Res/TPI-2002(STD)�i Q�'0 � S ••; r PLT TYP. Wave FT RT=20% O%) 5 2 "�10. 0 121 ` QTY FL -WARNING- READ AND FOLLOW AIL NOTES ON THIS SHEET! A -INPURTANf- FURNISH THIS DESIGN TO ALL CONTPACIONS INCLUDING INSTALLLPS. 0. 648 a� ` V VVV"'TTT {V7 TC LL busses require extreme care 11 fabricating, handling, sh,PP,ng, installing and bracing. R r [o aFd R follow the latest etlltidn of EL51 (Builtling Component Safety [nformatton, Dy IPI and HTCA) forysy : pr a<tices prior to Performing these functions. Installers snail provide temporary bracing pe C ! d / T C D L Unless noted otherwise, top chord shall have properly attached structural sheathing and Do[tom Cord i • shall have a properly attached rigid telling. Locations sCown for permanent lateral ,es[raintsf bs ;t shall have br aci ny instalie❑ ECS! ATE BC D L A L P I N E Ver sections B3. B] or B10. as applicable. ..+A 'M u H Bq n ding components GrogP Inc. uTuncGl sna n npt De resPonsrbte for am de lotion .' ••� BC LL �ZuddingCOm rrgm u g any failure to Du11d the truss In conformance with ANSI/IPI 1, or for hantlling, sh, ppl ny. 1.nstal �y{.f Dr acing of trusses. Apply plates [o ea[n face of truss and po 51 [ton as shown above and un the Joon r" tr fi R �• , , +•; L V n� rna Group Details, unless noted oIh erwlse. Refer to drawings 160A -Z for s[a ndard plate posit -- A seal Is egstg hr indicates acceptance of professionl eieerlny' O �,�i ��• `�� ••• 0 .! TOT. L l po ne• Haines City FL 33844 FLCOA#027$ e,PonslU,iity solely fur the de sl 9n shown. The suitabill[y and use oT this deign for any structure > the r-pnns,Dillty df the Bu11W1ng Designer Per A"5"TP1 1 sec .2. Fur m wu inform. t,on see: ihts lob's ye neral nates Page; [1W -BCG: w w.i[wbcg.com; TPI: u w.[pinst.gry; HTCA: w .sbcindus [r y.com: Icc: www.lccsafe.org _. � ) w ,j /►{•jH lull 25/2011 D U R SPACIP . F� Bot chord 2x8 SP #2 "WARNING" READ AND FOLt OW ALL NOTES ON THIS SHEET' ``IMPORIANT- T C D L FURNISH fHIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Webs 2x4 SP #3 BC LL s[ etli [1 on of (Bui ltling CPmponent Sale[y lnforma [ton. by IPI and HTCA) f ( tyl for DUR . F7 Special loads SPAM structural sheathing antl bottocliortl sh II nave a properly attached rigid ce111ng. Locations sno"n Por ALPINEW Der maven[ lateral restralnb'"of webs shat] nave bracing Installed per SCSI sectlons B3. BI or 810, a apVlicable. Building CpmpdnentA (Lumber 7rcl5tlate ai shipping, 1n Dracing of [Fusses. Apply plates tp each face oP truss and pD sltion assnouboveandontDetans, X TC- rom5plfat-200 unless noted otherwise. Refer - d-ings L60A-Z Por standard plte Pitios.A,eatt °P aujny or cover page 11s[i ng tots Drawing, indicates Group ne. Haines City, FL 33844 FL COA #0 276 o57pfat11.50 TC- From 57 plf at 11.50 to 57 plf at 23.00 BC- From 5 plf at -2.00 to 5 plf at 0.00 BC- From BC- From 20 plf 10 at 0.00 16.13 to 20 plf at 16.13 BC- 3823.10 plf lb Conc. at Load at to 10 plf at 23.00 16.13 BC- 783.01 lb Conc. Load at 17.06,19.06,21.06 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD TC SPACIN76(IN OC) START(FT) END(FT) TC -2.00 11.50 BC 45 120 11.50 23.00 0.15 22.85 All wind load cases on this truss have a 1.33 duration factor. 4X4 (R) III 1-1u= 4X4 (A1) = 5X8 (R) [10] IU 5X4 (R) [18] THIS DWG PREPARED FROM COMPU 2 COMPLETE TRUSSES REQUI Nail Schedule:0.131"x3" nails lop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger In each row to avoid splitting. (1) 1/2" bolts MAY BE USED FOR (2) 0.131"x2 THE BOTTOM CHORD ONLY. 120 mph wind, 15.00 ft mean hgt, ASCE 7-05, within 4.50 ft from roof edge, CAT II, EXP BC DL -3.0 psf. Iw-1.00 GCpi(+/-)=0.18 Roof overhang supports 2.00 psf soffit load Deflection meets L/240 live and L/180 total JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W3X4 S 2,75 I10 W5X8(R) 3.00 R 5.25 ll W5X4(R) 3.75 L 1.25 [18] W5X4(R) 3.75 R 1.25 19 W5X8(R) 3.00 L 5.25 21� W3X4 S 2.75 4X4 (A3) k"I LiZ7J In 4X4 (A3) 3X4[21] III 11-6-0 I 11-6-0 fE 23-0-0 Over 2 Supports R=2533 U=979 W=7.625" R=5469 U=17 Design Crit: FBC2OO7Res/TPI-2OO2(STD) 'LT TYP. Wave FT RT=20D/g OD/D 5 2 10 TC L L "WARNING" READ AND FOLt OW ALL NOTES ON THIS SHEET' ``IMPORIANT- T C D L FURNISH fHIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. BC DL Trusses reNutre entre me c e in fabr tca[ing, nandliny, shipping, installing and bracing. R to � follow fhe late rBCSI BC LL s[ etli [1 on of (Bui ltling CPmponent Sale[y lnforma [ton. by IPI and HTCA) f ( tyl for DUR . F7 Practices Dr to performing these functlons. Installers shall Pr -la, temporary bracing Ve ``��''`Jyy(��,, 1 Uneess note tl. otherwise, top chord shall nave properly attached SPAM structural sheathing antl bottocliortl sh II nave a properly attached rigid ce111ng. Locations sno"n Por ALPINEW Der maven[ lateral restralnb'"of webs shat] nave bracing Installed per SCSI sectlons B3. BI or 810, a apVlicable. Building CpmpdnentA Group Inc. IITNBCG) shall not De respond ble fpr any aeaatlpn from anyPal lure to build the truss In conformance with ANSI/TPI 1orforhantlling, shipping, 1n Dracing of [Fusses. Apply plates tp each face oP truss and pD sltion assnouboveandontDetans, X 1 Building components unless noted otherwise. Refer - d-ings L60A-Z Por standard plte Pitios.A,eatt °P aujny or cover page 11s[i ng tots Drawing, indicates Group ne. Haines City, FL 33844 FL COA #0 276 acceptance of professional engineering If sp onsiDillty solely far [he design shown. fhe suitability and use of this aeslgn for any strut [u red the resppnslbniti If the BuIldlny peagoer Per ANSI/TPI I S-?. Fur .... inf-Itinn ,ee: Tn1s Inb yenerel nu Les Dage; ITN -BCG: wuw.1[wbcg.[ IPI: wwu.tpinst .org: WTLA; www.sbcf nous tr y.com; ICC: nNw.1 [c safe. org +9-0-0 n/. 1L 1/0"q>` V OTIt1 FL PO"$ TC L L :.* T C D L '- ATS BC DL ;t BC LL (7ONAi. �``��t DUR . F7 '44NNI 1011 %251201) SPAM City of Atlantic Beach �$ Building Department 1 800 Seminole Road ,UAtlantic Beach, Florida 32233-5 457244?44 Phone (904) 247-5826 • Fax ( 04 J 2011 E-mail: building-dept@coab.0 $�. City web -site: http://www.coab.us'� APPLICATION REVIEW AN Property Address: % g SEA'C"q Applicant: &A-Ches Project:hrn t-1VO a APPLICATION NUMBER (To be assigned by the Building Department.) /i -� c,? _'5_ Date routed: RACKING FORM Department review required Yes No uildin tanning & Zonin Tfee-Administrator blic Works/ Tc TlfiTif2i . -Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date Florida Dept. of Environmental Protection ❑Denied. Florida Dept. of Transportation Second Review: []Approved as revised. ❑Denied. St. Johns River Water Management District PS Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department (Circle one.) BUILDING PLANNING & ZONING TREE ADMIN. First Review: Comments: VApproved. Reviewed by: ❑Denied. Date: % Second Review: []Approved as revised. ❑Denied. PS omments: BLIC LI / PUBLI SAA Reviewed by: Date: Third Review: ❑Approved as revised. []Denied. FIRE SERVICES Comments: Reviewed by: Date: Revised 05/14109 City of Atlantic Beach S ~ Building Department �' w 800 Seminole Road t U Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 - Fax (904) 247-`585 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) j/ ,- c 5_ Date routed: k�k=g� j APPLICATION REVIEW AND TRACKING FORM Property Address: a1o�9 /3fac/� f1vE Applicant: �G� C�'��5 %ct� ��►'r�-� Project: aha7 Department review required Yes No uildin � tanning & Zonin fee -Administrator tic Works— is i i ie u lic Safety Fire Services Review fee $ .: Dept Signature .G - Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: G.. BUILDING PLANNING & ZONING Reviewed by:Date: 41�_ 9 I TREE ADMIN. Second Review:Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES 4�0Date: PUBLIC SAFETY Reviewed by: Third Review: FlApproved as revised. ❑Denied. FIRE SERVICES Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach M Building Department' r v 800 Seminole Road j� Atlantic Beach, Florida 32233-5445 . ,., Phone (904) 247-5826 - Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://www.coab.us APPLICATION NUMBER (To be assigned by the Building Department.) Date routed: IIYA171ff —44/// APPLICATION REVIEW AND TRACKING FORM Property Address: �o / 9 SEA_a� dVe�_- Applicant: &A_C�hf-s Project: ,moi1,;ek 0 ►'tq- a De artment review required Yes No uildin tanning & Zonin Tfee Administrator lic Works_l s i i ie ublic Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Yenied. Florida Dept. of Transportation (Circle one.) St. Johns River Water Management District s� Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: PLANNING & ZONING APPLICATION STATUS Reviewing Department First Review: QApproved. Yenied. (Circle one.) Comments: s� BUILDING PLANNING & ZONING Reviewed by: 9 Date: TREE ADMIN. Second Review:A roved as revised. pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES 4 PUBLIC SAFETY Reviewed by: Date:_7 3 FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 u low L 16u 'N t%.. y ►\l i IfR 6 :.URVYDIFS ifii..a 1 ;89 7-65-7 ST11 1.2326WSAVERDE Tf. W -L AACKSNV..L -99 FLORIDA, 32 -A . ,O._223 (9.04-00:3,4241 A FAX -004)683-03:1 RY -.COM AT.LANT COAVT AH00 WA SUFZV-EYDATE: lo!. 40• - DRAFTED BY. SCALE BY 0 1) BEARING SHOWN -ARE BASIE-P-ON ROOM vo 46-eyw Cl/ I R a). FLOODZONE X -FRO 2M�A :.MAP PANEL -&J F� FLOOD ZONE MAPS AIRF L SUBJECT-TQ.QK4N.GE X--.X-X = PaNCE = MNCRI UR VWdD lNG 0 =-F r. OUND TP 4m -2X. tCp....-L.D1S.C�; 1hl.A..:.:...F.rZ►tE_C: ___U. '.f.P�`, "y_Mp-r Gtr! CrST.' GC:P-;._:__S..I.h:_1�..::::51:D�:.t.N.;(-r`" U AM S h. r,i I4,"`l",.. I 1 f `� h�7��'�.t�.__:.Cs�t-ST_'::G-,--:CA._Iz.'/�:G;E,�::CCSDL�.tz►:��.1:�-b.C�;G'.':_::� r .. j • •SAI ! I;v :.�', .. - • - - j V� GaM P�91T C- Vq b a L)d;-Te :. I CDM V-1 n F- T. • � , —r— �c 3 r .. e E 4• (TENDS THING. ALONG THE 5 OVER 1BED iSHING ASHING NG FLASHING. WINDOW INSTALLATION (METHOD-A—l) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. • °vEGTIDN A 0-M f 0-6 ©IN WATER 5HEDDNG FASHION. STARTING AT THE BASE OF TINE WALL 4 WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. Q APPLY SILL FL•ASHMVG © APPLT BEAD OF SEALANT AT BACK OF WINDOW FLANGE 4 SET WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. ® APPLY BEAD OF SEALANT AT SIDE JAMBS. EXTEND 05" Q APPLY JAMB FLASHING ®r, • APPLY BEAD OF SEALANT AT HEAD G APPLY HEAD FLASHING ®TAPE, ALLOWING�APPLIED TOP AY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM: EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING.. EXTEND JAMB FLASHING 054 ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM.' .�y,� SEALANT BEAD 0914IND MOUNTING FLANGE. SEAL THE WINDOW FRAME TO OPENING. APPLY A VW NOM. DIA. TO THE BACKSIDE (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY - PRE -PUNCHED HOLES OR SLOTS. Q j,&B FLASHING APPLY CONT. SEAL TO THE MOUNTING FLANGiES AT THE TOP (HEAD) AND S1DE5 (JAMBS) OF WINDOW. EXTEND SEAUkNT AT"JAMBS 8-)i" ABOVE THE R.O. AT HEAD. EMBED JAMB FLA%ING INTO SEALANT AND FASTEN N PLACE. (FLASHING GOES OVER SEALANT THROUGH WINDOW JAMB FLASNINCs" 7SEALANTBEAD BETWEEN FLASHING AND MOUNTING FLANGE. AT HE -o FLASHING AT HEAD EXTENDS 1'• BEYOND JAMB FLASHING-. . \ OO HEAD FLA$HINGs EMBED BOTTOM OF THE ' HEAD FLASHING AGAINST THE PREVIOUSLY APPLIEd \ SEALANT (FLASHING' GOExj OVER SEALANT). EXTENQQ?� / HEAD FLASHING BEYOND' \ / I EACH JAMB FLASHING. FASTEN IN PLACE. A SILL FLASHING SHIM AND ADJUST WINDOIU.TO ACHIEVE SQUARE, ® W PLUMB, AND LEVEL CONgITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER OO i WINDOW MANUFACTURER SPECIFICATIONS. . s•� III . III ► WEATLIER IESISTAN I; e• car (MM) I �/\ 11 I AT.A 45 DEGREE ANGLE; CAREFULLY CUT THE I / BARRIER ON A DIAGONAL. GENTLY RAISE TWE TOP EDGE OF THE BARRIER UP' AND TAPE THE TOP WRB SURFAE ESABOVE.AND ENTEER?O THE EXTERIOR (✓/ / / INTERIOR VIEu / TOP I.EFT COMER OF WIN ADDITIONAL NOTES ON REINFORCED CONCRETE MASONRY EXTERIOR WALLS AND STRAPPING: 1. EXTERIOR WALLS SHOWN AS T 0 INDICATE 8 it X 8" X 16" REINFORCED CONCRETE MASONRY WALLS. REINFORCEMENT SHALL BE #5 STEEL REBAR ON 45" O.C. VERTICALLY ( MAX.) AND #9 GAGE STEEL JOINT REINFORCEMENT ON 16" Q.C. (MAX.) HORIZONTALLY. 2. __ALL_ _ EXTERIOR CMtj IbLocK 1AiA,LL, .o + . NCs. mogiac� t'i"t�-1.. 3 . ROOF TRUSSES SHALL BE STRJAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON SCHEDULE "A" ON SHEET #.5-!5. STRAPPING WILL BE ADEQUATE 'TO DESIST SHEAR FORCES ACTING . SIMULTANEOUSLY WITH UPLIFT FORCES. •�__-��.Q:G�'1'CQ1�[.�... (,_,�$�(,✓.:_......��"��,�.�..�.�.....:l..I�E.GI�'I'� .�i _C�4XC�L`i� _ �.ii'�. u I. h'�'_r��,� _w/ __!..__s��xt� -rOUTF _p� 141a.. _-eUS11 -GLUE S NAIL ALL'!{"STYRDI- FLOiDR PLYWOOD SUB -FLOOR SHEATHING Wt 8D COMMON WIRE: NAILS @ S " O.C. EVERYWHERE. INSTALL SOLID BLOCKING BETWEEN FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR WALLS S TOE NAIL BLOCKING TO DOUBLE PLATES, t JOISTS, AND SINGLE PLATE W/ 1011} COMMON WIRE NAILS ON 12" O.C. I..— '' af, gs._ h4t1�1 .. INIACfM t4E i/EKtSTL0.Cr._..C_�l rA. _.- �3 0 Ll 1 5c- t 10 psf, Exterior Ejecks.......... 60 psf ;....10 psf, Top of roof trusses ...... 7 psf Isf, Top of Floor-koists .......... 5 psf ty Per FBC-20071V/2009 Supplement ......... 120 Nind Exposure "It", Category "ll" Building ilding) Design Pressurlt *** : I (sq. ft -1 Pure (psfl 21.19 .34.37 19.71 -33.35 17.S -32.2 15.$ -31.2 21.19 -72.65 19.71 -65.83 17.3 -57.0 15.$ -50.32 21.i -72.65 19.71 -65.83 17.s -57.0 15.$ -50.32 HURRICA SCH. *4 Walls: a= 3 ft. Pressure (psf) Zone Effective Wind Area ( sq. ft.) Pressure (go 4 10.0 37.6 -40.8 4 20.0 35.82 -39.0 4 50.0 33.64 -36.83 4 100.0 31.9 -35.1 5 10.0 37.6 -50.32 5 20.0 35.82 -47.0 5 50.0 33.64 -42.49 5 *** plus and 100.0 minus signs indicate acting 31.9 -39.0 toward and away from the building surfaces respectively 3 ea isq. ft.) Pressure (psf) -70.0 -70.0 -70.0 -117.74 -82.44 -73.22 LE V (UNLESS N07W OTtGRI M ON PLANS) ftS3ENER NUMBER OR SPACING 8d 6' O.C. 16d COMMON 3 8d COUMON 3 ed COMMON 2 16d COMMON 3 AT EACH JOINT '8d COMMON 2 8d COMMON 3 AIL 16d COMMON 2 16d COMMON 16" O.C. 164 COMMON 2 8d COMMON 4 sn.e CMIM N 2+4` O.C. } P J /2 I x;31: } d TICF !i'aid'nre to a•vspond to this Noficu "'Jilaiaa 10 days will result in this violation being Vorwarded to tiara CODE ENFtDW-d+AI$aiNT ROARD. The Posting of this € hicarcl by its cx#mems shall wrve as ri11t t rs City of Atlantic Beach �r rs� Building Department 800 Seminole Road r� Atlantic Beach, Florida 32233-5445 Phone (904) 247-5826 • Fax (904) 247-5845 E-mail: building-dept@coab.us City web -site: http://wvvw.coab.us APPLICATION NUMBER (To be assigned by the Building Department-) Date routed:r� APPLICATION REVIEW AND TRACKING FORM Property Address: Applicant:—r Project: Review fee $ e me it review required Yes o Buil ing nmg & Zoning Tree Administrator Public Works ;ublic Utilities ublic Safety re Services Dept Signature Other Agency Review or Permit Required Florida Dept. of Environmental Protection Florida Crept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: Reviewing Department (Circle one.) BUILDING PLANNING & ZONING TREE ADMIN. PUBLIC WORKS PUBLIC UTILITIES PUBLIC SAFETY FIRE SERVICES Revised 05114/09 Review or Receipt Ipate of Permit Verified By APPLICATION STATUS [Firsteview:R["Approved. ❑Denied. omments: Reviewed by: Second Review: ]Approved as revised. ❑Denied. Comments: Reviewed by: Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: "7-d'�- / 2 - Date: Date: