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617 Paradise Ct (vault) 10B ADDRESS / - & -_ TYPE WORE PROPERTT Ot c` , TEl.F HONE -7- 7 7 CONTRACT6��x` �...TEL THONE.:2 qt. -.3 7 PERMIT NUAatM 2333 .2 DATE / - /7 INSPECTIONSFOOTEVG SLAB f m" LL �� sr��M ■• N ff" G FRAMN"OVER UP 3fa 7 2 TION �l-9-�oaa FINAL BITlLDEVG G, -1 Z _ Z. CFJt77RC4TE OF �-- EL C73dC4L PERW" 0 �3*7 INSPECTIONS ROUGE t3/a--70� � FEVAL ---) MECHANICAL P.RRA TM .2 3-r?� INSPECTIONS ROUGH c3 7/0�--• FEVAL �- PEDMBlM.il VG PERAMI l EVOPECTIONS ROUG ff47NDER SLAB It/ /2 2, TOPOUT /a /oZ WA FINAL (v- l Z-C� NOTE£• CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028550 Date 6/25/04 Property Address . . . . . . 617 PARADISE CT Tenant nbr, name INSTALL 3/4" IRRG METER Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HEAD, REBECCA CITY OF ATLANTIC BEACH 617 PARADISE CT ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 6/25/04 Valuation . . . . 0 Expiration Date . . 12/22/04 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTER AND MAKE THE CONNECTION TO THE PRIVATE PROPERTY. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CAPITAL IMPROVEMENT 325 . 00 WATER CONNECT/TAP & METER 525 . 00 WATER CROSS CONNECTION 35 . 00 w Fee summary Charged Paid Credited Due Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 885 . 00 885 . 00 . 00 . 00 Grand Total 885 . 00 885 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. BUILDING OFFICIAL Zs3Z CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 1 FAX: (904)247-5805 SUNCOM: 852-5800 V http://ci.atlantic-beach.fl.us Date: Dear Property Owner: The costs to connect your building to the City sewer and/or water system are as follows: 3/41, 1" Sewer Tap—Labor and materials to tap into sewer main $ Water Tap—Labor and materials to tap into water main $ 525.00 560.00 Water Meter—Cost of Meter $ Cross Connection Inspection-Inspection by Public Works to ensure backflow prevention $ 35.00 35.00 Sewer Impact Fees—Funds future expansion of the sewer plant $ Water Impact Fee—Funds future expansion of the water plants $ Capital Improvement—Funds for improvements, Expansion or replacement to water system $ 325.00 550.00 TOTAL COSTS $ 885.00 1145.00 If you have.any questions concerning these charges, please call the building department at 247-5826. Sincerely, Don C. Ford Building Official You must supply your own backflow preventer. CITY OF ATLANTIC BEACH i 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00028875 Date 8/13/04 Property Address . . . . . . 617 PARADISE CT Tenant nbr, name . . . . . . IRRIGATION Application description . . . PLUMBING ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------ ------------ ------------------------ HEAD, REBECCA STEEG PLUMBING 617 PARADISE CT 1601 MAIN ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5191 ------ ------------------------------------------------- --------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 -------- -------------------------------------------------------------------- Special Notes and Comments * OWNER MUST HIRE PLUMBER TO INSTALL A BACKFLOW PREVENTOR & MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. P 4.J, B D_ OFFI w �!.. CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION (-24- Date: Property Address: 41 -7 194"c-f-. C_ f' Owner: //'IS �l �ce^ / (eAA Telepbone p: Contractor: sit C.rX -,, e- Telepbone#: Ai(9�-pq Contractor Address: 1 / ddf—* i 51, _ Fax#: ",V/BY3Y In coosideration of permit given fitr doing the work as described in the above statement,we hereby agree to perforin said work in i accordance with the attached plans and specifications which am a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein, insulladon of plwnbing and fixturcs must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, XNew list the building permit number: o Re-Pipe Number of Fixtures: Bath Tubs Showers Closets _ Shower Paras I Dishwashers Sinks Disposals Urinals i Floor Drains _ _ Washing Machine Lavatory Water Sewer Water Heaters Other tr ,R.• Fees Permit Issuing Fee: 535.00 Total Fixtures: X $7.00 $35.00 l 800 Seminole Road • Atlantic Beach, Florida 32233-6445 Phone: (904)247-5800- Rax: (904) 247-5845 e ht:tp://www.ci.atiantic-beach.fl.ust CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 . 0 ,f INSPECTION PHONE LINE 247-5826 Application Number . . . . . 04-00027873 Date 3/10/04 Property Address . . . . . . 617 PARADISE CT Tenant nbr, name . . . . . . WATER SOFTENER Application description . . . PLUMBING ONLY Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HEAD, REBECCA HYRDRO MEDIX TECH 617 PARADISE CT 11250-15 OLD ST AUGUSTINE RD JACKSONVILLE FL # 261 (904) 536-0300 JACKSONVILLE FL 32257 (904) 880-8779 --------------------- ---------- ---------------- ----------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 42 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/10/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total .42 . 00 42 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 42 . 00 42 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUIL IAS `` r CITY OF ATLANTIC BEACH ��` PLUMBING PERMIT APPLICATION s 51;31 ' Date: a i d /0 :3 Property Address: / C oy Owner• —�ZC'�� CC'A Telephone #: s36- (D2 ccs Contractor: r'cZ /► I e DI X —l—e ck Telephone - '7_R Contractor Address: / `^d —Is- 01A A, AusumnPOWFax#: �8® � �_7a In consideration of permit given for doing the work as described in the above statement,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, ❑ New list the building permit number: ❑ ` Re-Pipe T Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00= 800 Seminole Road• Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800. Fax: (904) 247-5845. http://www.ci.atiantic-beach.fl.us CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building constriction or use. For the following: Address: 617 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23339 Date: 6/12/2002 c� DON C. FORD, C. . Post in a conspicuous space ` CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 617 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY i JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23339 Date: 6/12/2002 DON C. FO D, C. . Post in a conspicuous space CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 617 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23339 Date: 6/12/2002 DON C. FORD, C-B-0. Post in a conspicuous apace ----- CITY OF ATLANTIC BEACH CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 106 of the Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Address: 617 PARADISE COURT Owner: BESTCON ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 Construction Type: WOOD FRAME Use Classification: SINGLE FAMILY Permit Number: 23339 Date: 6/12/2002 _— -Y--� _L 9dC.f. DON C. FO D, C. . Post in a conspicuous space f F. BUILDING, PLANNINGAND ZONING INSPECTIONDEPARTHENT CITY 0FATLAIVTIC BEACH, FLORIDA CERTIFIC4 TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: * 1 Building Permit Number: r Address : Legal Descri ction: Improvements to the above described property have been completed in accordance with the terms of the permit and is certified to be ready for occupancy as Lowest Floor Elevation: required as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DE2ARTMENT DATE 0 FIED DATE APPROVED By Fire / Public Works 21 annir,g Building CITY OF 4&4At4'C ate- Office of Building fic ial // REQUEST FOR INSPECTI Date (� C Permit No. r a Time A.M. Received � � P.M. .. (---t q e4 gA ess Locality Owner' Name Contractor BUILDIN CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Cues- Wed. ��'''Thhu�urs. Friday Qb Inspection Made C . P.M. Ins ctor na nspe Certificate of Occupancy� k--• DateL---F--�— sus c47 � CITY OF ,. � A►�nn + �lo�ic 1�eac�,ls- ;0 i lo�ida ,lUN v """ Office of Building Official ��/ EOUEST FOR INS E ON of rJ Date i« > Permit No. 1 Time A.M. Received P.M. ob Ad resh Locality Owner's Name •�(J �/ Contractor ILDI ' CONCRETE ELECTRIC MEC _ AL mg ❑ Footing ❑ Rough Wiring ❑ Rou h ❑ itCond. & �1 ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ ❑ He Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTIO Mon. Tues. [ Wed. jos- Friday �PM. tQ 1 A. Inspection Made `D P Inspector ertificate of ccupancy ❑ Date FLOODPLAIN DEVELOPMENT IN"FORMATTON Location:: bLad—lSe-.,C400- 6217 'rOd t GrQUIL-f Type of Development: �S Flood Zone: .� Required Lowest Floor Elevation:--j If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no certificate of occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgment: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all appyle provisions of Ordinance No. 25-7-11 and all other haws or ordinances affecting the prop ed deIvelopment. Date X �M�Applicant's Signature , Department Use: Required Lowest Floor Elevation As Built Lowest Floor Elevation l Survey Filed with Building Department Building Department Representative Jun.12. 2002 11 :01AM BESTCON, Inc. No•5023 P- 1 FR01`1 :aMSON & ASSOCIATES FAX N0. :904 396 2633 Jun. 06 2002 08:21AM P2 MAP SHOWING BOUNDARY PARADISE COQ 9 AS SHOWN ON MAP' AS RECORDED IN PWT BOOK 63. PAgo 82 THAMOH 62A OF '1W CURRENT PUBLIC RL(W' 3! OF'DUVAL. COUNTY, FLORIDA larAppC&N. Inc, HE 0 oN IGr+1T-Ot-WAY t1NC FIE aN As WOO 11b6VE MfNnaNQ1 NO E A 8 ARE Eli 13 3D ANC YO NATION VERTICAL gIRTIFIED TO: REBECCA J. HEAD PRINCIPAL RESIDENTIAL MORTGAGE INC. OLD REPUBLIC NATIONAL TITLE INS. CO. DEBORAH W OTA 4467YLOR PAGE AT- LAW, F.A. 1 N89`47'58"W 50.04' LOT 9 0 X333 n ��• '�- � n r�SS ` :, zr 0) ll p ao1� k 1 STORY FRAME W I-� Imo►qd� `' 2 b VINYL �NODWEL(�NG a © 0 J /} I' 0-Ev�13,30) t C l r J p t,s aD) 0 g Q W N � N NN Q 7 1.r ,. O RE '1 ..� � � J V Y n9PT9 City cif AtIontic Beach Building and Zoning 71 IAN. LAK or a,.18 ,2 ,E 27o_o0'CH�9.10 , { A� � rus ReL—g.10 O 00 fteDEl-7A-1156'38 N 85-29'a3"E 23.48 PARADISE COURT (60' R/W) FINAL SURVEY 5-29-2002 NOTE: FOUND ALL IRONS, I M`'RQ'!Y CERT Y THAT nils SURVEY, PERT•ORMGD VNOT04 MY RM--SIM f.IIRCl:TION MELTS THE LEGEND; MINIMUM IECNNICAL STANDARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER SIG17-6. FLORIDA O SE,,/=•P1011 17oi) ADMINISTRATIVE COOS (PURSUAN f TO SECTION 472.027. FLORIDA STATUTCS), AND FURTHER CERTIFY THAT • raigp i 2' �B: THERE AIM NO VISIBLE ENCROACNMETITS UPON THE SL"CT PROPERTY EXCEPT AS SHOWN. IOINIo H L IML Ior suRveteD H APPEARS,D LIEw1HIN FLOOD (LAND ASSOC IE% INC. STN ZONt x AS 800110 TIM WE ROOD 9"AW;F R416 ,843 NALGO AVT..JAQ("VMLS,"1.,32207 q4mT MAPS.COWLANOTY PANEL Nn 170016 00QM_DATED dpi?-M PC POM Qf oAftyu E v� SURVEYED: JUNE 31. :0 - I /J wa . .11 o rz-1mr SCALE: 1" , 90' DRY onlnru Rccal�a V0.0uP PURVEYOR N0.2381.h10RIDA CgiA CLAY COI/NIY(f1R1TY FIELD BOOK t" PACE9_ 7 _ JOSE A_ HILL Rec ved Time—Jun. r: 9:37AM PURVEY NDT VALID wTIMT ET b"M SAVEYtlR's S[IiL -x+X�f[NCS(w,N IkY,u AiRJ 64-. CITY OF 1u 4&6a 4-c l e"4- 9/41k'iidifi Office of Building Official REQUEST FOR INSPECTI 3 ? Date -- FUZ Permit tJ Time A.M. ti Received P.M. ��/ - �� o d ss --;regality Owner' Name -1 C� BUILDING CONCRETE LE PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ElF' Sewer ❑ Fire Place ❑ Pre Fab READY I E N 61 A. Mon. Tues. Wed. Thurs. Friday P Inspection Made A.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date ?� AA CITY OF Office of Building Officia REQUEST FOR INSPE ION Date Permit No. Time M. Received � Job Gress Locality Owner' L� NameQpiContractor t/t BUILDING CONCRETE ELECTRICAL C PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ oug 7 Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M. Tues. Wed. Thurs. Friday `\ A.M. Inspection Made " P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date CITY OF �} 4&4il C !��-"9&ZKi4 Office of Building Official REQUEST FOR INSPECTION Date - Permi o. Time Received M. Job re ality Owner's � �f Name Contractor C ILD—��. CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ✓ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation Lintel ❑ Final ❑ Sewer ❑ Fire Place Pre Fab READY FOR INSPECTION A.M. Mon. Tue . Wed. Thurs. Friday M. ((��, A.M. 44 Inspection Made V" P.M. Inspector 1 1✓C Final Inspection ❑ Certificate of Occupancy❑ Date 7Z--O?o v ,j�/,� //CITY OF ��}}//��_�� •�'�� 4&6a4C !3�-Ptpi� Office of Building Official REQUEST FOR INSPECTIO QQ Date � `� j — Permit No. 3 f Time A.M. Received P.M. GST L—' Q ddss; Locality r OwnNamContractor �BUILDINGCONCRETE ELECTRICAL P MECHANICAL Framing ❑ Footing ❑ Rough Wiring C) Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ eating Insulation ❑ Lintel ❑ Final GJ Sewer LR` Fire Place ❑ Pre Fab READY FOR INSPECTION ' M Mon. Tues. Wed. Thurs. Friday-, A.M. Inspection Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Y� _ �� Office of Bu'ding Official r-- --y 7 t {� REOUE T F R INSPECTION (� c/ J l 1 G� Date Permit No. Time A.M. Received P.M. Job Address Locality Owner's F��f--) Name -----� Contractor BOIL 91N / CONCRETE gCTRICgL Ll! BA4�ING� MECHANICAL Framing � Footing ❑ inn ❑ 3. Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out `LI/ Heating Insulation E] Lintel ❑ Final 11Sewer ❑ Fire Place ❑ C0/J� Pre Fab l., -- (J� ' READY INSPECTION ,��A A.M. Mon. Tues. ed. A--,v Thurs. Friday P.M. ��c,�Inspection Made 2A.M. ( P.M. Inspector Final Inspection ❑ Tr Certificate of Occupancy ❑ Date CITY OF �� 5 4&,a44 x- Bear-4-�k'lr* Office of Building Official REQUEST FOR INSPECTION Date / r, u—ey Permit No. �L TimeM. Received r�� r Cd 1 �z Job Ad Lopality Owner's _ G —Y� % 9 . 4T Name Contract SCJ BUILDING CONCRETE—� ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION A.M Mon. Tues. Wed. hull r�V Friday A.M, Inspection Made ' Z P.M. Inspector - Final Inspection ❑ Certificate of Occupancy ❑ Date CITY OF Office of Building Official r7REQUEST FOR INSPECTION- Date NSPECTIONDate � Permit No. Time A.M. Received P.M. G Jobs Locality n Owner' Name ,� Contr ctor_ BUILDINGCONYV� ELECTRICAL PLUMBING MECHANICAL Framing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab Temp Pole ❑ Top Out ❑ Heating Insulation ❑ Lintel / ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. Tues. Wed. Thurs. Friday~ A.M. InspectionMade P.M. Inspector 10K Final Inspection ❑ Certificate of Occupancy ❑ Date �^ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23339 Address: 617 PARADISE COURT Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: _ Improv. Cost: 116,864.00 OWNER INFORMATION Date Issued: 1/17/2002 Name: BESTCON Total Fees: 2,887.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 2,887.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 1/17/2002 Phone: 9( 04)246-3747 Work Desc: CONSTRUCT NEW HO --- Y�t?NTRACTCIR y Y LICA TION FEES _ BESTCON, INC. 767.00 ISA 410.00 = T 1= 1,250.00 r. P 85.00 6.25 a p 0.33 r #M 325.00 _ 0 35.00 S � z 7.58 0.84 AF �`.4: r ss° ?.e1.Y~Kati'Ft• i' "'*k 54 rw^.s. 'Sb 15 k NOTICE — EC"I'# _ CTION BUILDING MATERIAL A FRChI :lI1fi I[t15T N€3T: Sit, BLIC SPACE, AND MUST BE CLEARED UP` �. A'(BY EITkL. ACTOR OR I "FAILURE TO COMP L 1N L t T 1N THE PROPERTY OWNER P ISSUED ACCORDING TO APPROVED IT AND SUBJECT TO-REVOCATION FOR VIOLATION OF APPLICABLE PROVISI As DEW ('TIC BEACH UILD EPT. UtAtei 1/22/ Raeeipta 96'8'511 Total Pa"t SEU7.86 FORM 600A-97 FLORIDA ENERGY EFFICiENCY CODE FOR BUILDING CONSTRUCTMN i ori- a Depar4nent of Community Affairs 'A Residential Whole Building Performance Method A I Project Name: 1316 Builder. BASTCON Permitting Office: /4 rL/4 Z. Address: -7 C' 1 City, State: Permit Number 1 Owner: Jurisdiction Number. Climate Zone* North 1. New construction or existing New 12. Cooling systems 2. Single family or multi-family Single family a. Central Unit Cap:30.0 kBtuft 3. Number of units,if multi-family 1 SEER. 10.00 4. Number of Bedrooms 3 b.N/A S. Is this a worst case? Yes 6. Conditioned floor area(111) 1315 ft, c.N/A 7. Glass area&type a. Clear-single pane 0.0 ft- 13. Heating system b. Clear-double pane 179.0 112 a. Electric Heat Pump Cap:30.0 kBtwhr i c. Tint/other SC/SHGC-single pane 0.0 ft, HSPF:6.80 d. Tintlother SCISHGC-double pane 0.0&1 b.N/A S. Floor types a. Slab-On-Grade Edge Insulation R=0.0,163.5(p)ft c. N/A b.N/A c. N/A 14. Hot water systems 9. wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=I 1.0,925.0 ft2 EF:0.86 b. Frame.Wood,Adjacent R=11.0, 186.0 112 b.N/A c. NIA 1 d. N/A c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0,1338.0 112 15. HVAC credits b. Under Attic R=19.0,92.0 fe - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat., a. Sup:Una R -et:Unc. AH:Garage Sup.R-6.0, 150.0 ft _ 1 MZ-C-Multizone cooling, b.NIA MZ-H-Multizone heating) Glass/Floor Area: 0.14 Total as-built points: 19108.00 Total base points: 19485.00 PASS I hereby certify that the plans and specifications-covered Review of the plans and -TUME S by this calculation are-in compliance with the Florida I specifications covered by this 0 Energy Code. calculation indicates compliance PREPARED �'GILBERT MILLER I with the Florida Energy Code. BY Before construction is completed DATE: 0/, 4,?, d4o this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energ Code. Florida Statutes. oo OWNEW,AGENi- BUILDING OFFICIA L: DATE: el.o8. 112009, DATE: F_riergyGaugeO(Version: FLR3PA 2.02) kx ivE, VED 100 II ERTY DESCRIPTION V�'h � 10 City Of Atlantic 8L54Ch' } #�, B�ck # Section # B ,division: f'U�(l %5� �)ye, tl'I'iidi...� Ati` 4041n Street Name /� j/ DESCRIPTION OF WORK or Address: I ?CtrGdise. enuv - (If in a FLOOD HAZARD Flood Zone: / area complete page 3) Bri .cription/tatJ �.�. Class of W k: ew Remodel/Addition: ZONING INFORMATION Type of Construction: W06OLd4"- Zoning use: ' District: t�oG- Use: -5�� Estimated Value ,,$ 1132ffa-.00 Exceptions or Variances Materials: A450(�e��++ 1 shZ",&.5 Granted• A ZA , /-- Solid or 4= / Ground: Roof: v�/ZGdC Method of Heating: 2- L* OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address jeoksomville Bead i, FL 32250 904 M-3147 Zip: CONTRACTOR INFORMATION BESTCON, INC. 2440 South Beach Parkway Contractor: Phone: Mailing Address: Beach,jwksonvi FL 32250 U04 246-3747 Zip Q STATE LICENSE NO: --��-�. ® �aJKO� Expiration I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS dF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL, STATE OR LOCAL RULES, REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANSAND ZRTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. Owner Signatur DATE Contractor Signaturky/ DATE90ull 2N TO AND SUBSCRIBED BEFORE ME BY / / (l� THIS U DAY 199_ ) EWOLFGANQ JTARY PUBLIC•STr7c OF FLORIDA NOTARY PUBLIC !COMMISSION EuP; 73 E,-C.26,2003 COMMISSION N0.CC897712 CITY OF ATLANTIC BEACH PERMIT _CALCULATION SHEET Address Q AV IS F C,- . SAN Date i Heated Square Footage @ $ per sq ft = $ Garage/Shed @ per sq ft = $ Carport/Porch �I $ per sq ft = $ te Deck $ per sq ft = $ Patio @ $ per sq ft = $ / TOTAL VALUATION: $ ZL/ $ Total Valuation . 1st $ IOO, 0o s— Remainin6 Value $3. per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ 2 5 ( ) Fireplaces @ $15 . 00 $ D — BUILDING PERMIT FEE $ 26 WATER IMPACT FEE $ A/C SEWER IMPACT FEE $_ 7 O WATER METER/TAP $ ,S CAPITAL IMPROVEMENT $ 2 SEWER TAP $ &3 RADON (HRS) . 0050 $�= ^. 33 ECTION H PAVING ( ) $ " HYDRAULIC SHARES $ —0- CROSS O-CROSS CONNECTION $ V(p�) SURCHARGE .0050 $ Z. dyX OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES: Mechanical ,; _Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : JaP2s. M2 5:32PM BESTCON, Ince N 0146 P. 1 02-AA-00$1 11d00 6 uta sail paetaaay N07TCE OF'C'0MMbjcZMr.NT Book X0384 Da®o 1296 To whom it may conoam: 1a6ag The undersigned herby lah ms you that bVrovements R a hold d will be mads to certain reelproperty, and is 1 O OMA9 pM accordance with taction 713.13 of Florida Ststates, the Lip Im1aTfollowin information is stated in this NOTICE OF70 14 NCP.1N ENT. it DewzipfiouofPropetty a Lot 7 paradise Cow,acoordiny to Che plat thersof, as recorded in plat nook y3, paver as and aa& of nhw currenn public recorde of Duval county, vlorida at�paof�; single hastily ballim OwrAr Isateon, Tgc. Addeass .3{4o souehesach aerlorav,Tp g j4,+3W;j* MnQ, F1 32jj0 OWOWS inb"d is site of the iugvwra mus Gcp Fee am0a,Tilde bolder(if other than owner) Name — Address COVOROW Address 2412 pousbpaah MgkmvYjjle 8ach,EjWAda1Z250 SassAny) Amount of bond 3 Name and midress of mW parson making a loan flan dw consttuotion of tine impnwanants, Name Atmouth Bank Addzeres 10M C Name of parson witb in the State of Florida, other am himself, &Oipated by ow=upon whom nonan or other doaasamta awry be saved: Nim= Addmw -- -In addition to himwe own" desigostes the followim person to moaive a copy of the Lieaor's Notice as provided is Section 713. [Z) (b], P1orida Statatesa. cm in i t Owmer'S option), Name- Venture fiici. Amex Ad&aesIFL 3 �� __ •��_� court- masticne STATE OF 7".taCl GCt~l.+ / COUNTY OF (� paui W. Nicholsals0WOW The forWm9 msemmat was aalmowledlpd, sworn to mad rAmibod before me this Who is paria" kaaown to me orproduced - as idendficadon . t�sd Y�IWA iNWQ•Z0: ..F.�. lv'�w4- h.�/Q F,y w��.� ta'IMrs Title.Ag ascy, Lcd. :CLCD Nagry lidalle Sippeata rasa"nab}r. cuka-Churn dapksoaville', PL 3274# ...7 y, FECM �W'tp0YY13i^.^1,�XP;!?C:'FL'.lri.tAq . OOhiptLa. b0)fQ #/d TUI1 -%rq)el ISItZ9bbQ5 6b:tt ZOaZ/6D/t0 May -0 . 2002 3 10PM BESTCON, Inc. No 4 180 N l 3 JACKSCOMLLE.FL 323 May 13, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department ; 800 Seminole Road, Atlantic Beach Fl 32233 Don— We respectfully request that temporary power for the new BE*STCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Iry truly, P klrvs Dynamic Electric, Inn. Re: 9 Paradise Cove Residence: Head Address: 617 Paradise Court Permit #: 23339 VEID y 753 ` CITY��O//F &W�� Office of Building Official REQUEST FOR INSPECTION Date \3— Permit No. 333 Time A. Received M. 61 -7 alt Job Add ss oc ' Owner' J .� � Name Contractor BUILDING CONCRETE ELECTRICALPLUM ING MECHANICAL Framing El 11 Rough Wiring ❑ o [AAir Cond. & [ARe Rooting ❑ Slab El Temp Pole 11op Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab REA� D,LE��le1SPECTION M. �` Mon. Tue . Wed. Thurs. Friday jF A.M. Insp on Made P.M. Inspector Final Inspection ❑ Certificate of Occupancy❑ Date ------ CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 - Tel: 247-5826 Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23875 Address: 617 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: 53 Proposed.Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 4/15/2002 Name: BESTCON Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/12/2002 Phone: 904 246-3747 Work Desc: INSTALL LAWN SPRINKLERS CONTRACTOR S APPLICATION FEES H2O MANAGEMENT, INC. 25.00 W. '" . . . e . , i G '� ry i�2 F"-'ice"�{ +ws x""'�"t�,.`"K+ h 1�3� � �7'F'�`°s"� ✓ ' Y •Pi,�'w Z y ,,�„« ��` ez a 5 a '��w' r& #i p� V �+a. •tyi Y� a nv r v+'3 f sq r r 1hyb • .r yyy,.n.y �a�ry� 5' �iy 3' •• •^4 � ! ORE } '� r '+�k"�"+s'. ,q�,�q'', �•�+r ''s sL: '�t'�f "� ��rr a t "110'44M,�'lm, � • � �� -fir _ �. +Y ,' ', yy' t' w!�'' .a� .Y�"+k'r '�` , " ' y1 _ A a',P•1Yr'.71i74 7�'�14 u^ 'if " -0R, 4�" t Y y A'�..+^ i {al5 er ;nvy'S'^��yM�la °.�G'^d"+' _."Y. -•. a X. .. ;r �� t ,� ''f r r y n M1 „ :y 'a• 'l d n y�,'3S.�t fit.�4 2 xc5 �� t '�F P NOTICE II`cls` {3ETI5E •:�1T1rT +�## t$ ' Pl � # 'ECTION tit PER .� L -�*'y 1 *�,.�yca1t 'c �+ a rz •., ''`� BUILDING.MATERI fl1Fjlt IC71US ' ; IN PUBLIC SPACE, AND MUST 0 . t . �D~`f+fA>:#LE0 - EiT FtO { R OWNER 6666. "FAILURE TO COMPL ' IN THE PROPERTY.OWNER PA ' ISSUED ACCORDING TO APPROV AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO A Dar:`WITH T ae: 4/15/92 91 R�iptJC�Dr 4"72 14 PERMITS-BUILDING 1 M.q Trans naber: 894585 ATLANTIC BEAC b% PARADISE CT BUILDING DEPT. CK'CHECKS 1384 (159.99 rans date: : : : CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION:— &17 OWNER OF PROPERTY: & �ey\j _ TELEPHONE NO. PLUMBING CONTRACTOR /Ja jY7A1VF��/ G'+t :1 CONTRACTOR' S ADDRESS : STATE LICENSE NUMBER: — Is- TELEPHONE: - �� HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER RE-PIPE (LIST ,FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES: x $3. 50 + $15 . 00 MINIMUM PERMIT FEE - $25. 00 SIGNATURE OF OWNER: r. SIGNATURE OF CONTRACTOR: --------------------------------------------------- ------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 CITY OF t�t�uttdc �eac� - ��vuda 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Rough Electrical Inspections Dear Connie: Rough Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS a3 '-7 ,W4, l' `7 P0.V-A se k Please call me at 904-247-5826 if you have any questions. Sincerely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH MECHANICAL PERMIT j 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 IT� ?RMATION VT = IMF TION Permit Number: 23734 Address: 617 PARADISE COURT Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: WFORMATIC3t1L Date Issued: 3/27/2002 Name: BESTCON Total Fees: 47.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 47.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/27/2002 Phone: 904)246-3747 Work Desc: INSTALL HVAC AND DUCT SYSTEM APPLJCATIONI IFIERS MCGOWAN'S HEATING &AIR COND. PERMIT 47.00 i R ulaI ROUGH MECHANICAL Inas +Dns NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDING DEPT. BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. I. b_�� LOCATION Street Address: OF Intersecting5tr ts: Between And BUILDING Subdivision 14 II. IDENTIFICATION — To be completed by all applicants . In consideration of permit given for doing the work as described in the above statement we hereby agree to perform said work in accordance with the attacked plans and specifications which are a part hereof and in accordance with the City of Jacksonville ordinances and standards of good.practice listed therein. Name of MechanicalMcGowan ' s Heating_ & Air— Contractors Contractor (Print) Cond. Inc . Mester CACO-18970 Name of —ReAl M-48 Property Owner Signature of Owner „ Signature of or Authorised Agent _ ,�..� �. L_ Architect or Engineer III. GENERAL INFORMATION A. Type of hooting fuel: B. IS OTHER CONSTRUCTION BEING DONE ON � Electric THIS BUILDING OR SITE? ❑ Gas—❑ LP ❑ Natural ❑ Central Utility 13 OR IF YES. GIVE NUMBER OF CONSTRUCTION ✓r 'j PERMIT 13 Other — Specify IV. MlCHANICAL EQUIPMENT TO /E INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) Residential or ❑ Commercial /\ Heat ❑ Space ❑ Recessed � Centro) O Roof SCC New Building Air Conditioning: ❑ Room ,b Centro) )) u\ Existing Building (� Duct System: Mafer»lJL'bQr SS Thickn 1 ❑ Replacement of existing system \ Maximum capacity _ c.f.m. New Installation(No system previously Installed) ❑ Refrigeration ❑ Extension or add-on to existing system ❑ Cooling tower: Capacity 9-P-M. ❑ Other — Specify ❑ Fire sprinklers: Number of head ❑ Elevator ❑ Manlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY 0..Gasoline pumps (number) O h. Took, (number) Remarks Q LPG contains (number) 0 Unfired pressure vessel 0 Toilers Permit Approved by De _T!�_ ❑ Other, — Specify Permit Fe- LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Deecrl tion Model Number Manuf turer (TOM) C9Wty A� r CITY OF ATLANTIC BEACH j DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826-Fax: 247-3877 ELECTRICAL PERMIT PERMIT INFORMATION _ _ L04 AT7taN INFORMATION.,, Permit Number: 23718 Address: 617 PARADISE COURT Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lots):9 Block: Section: Square Feet: Subdivision: PARADISE COVE j Est. Value: Parcel Number: Improv. Cost: _ OWNER#NF(DRMATION ` Date Issued: 3/26/2002 Name: BESTCON Total Fees: 50.00 Address: 2440 SOUTH BEACH PARKWAY 1 Amount Paid: 50.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 3/26/2002 _ Phone: (904)246-3747 Work Desc: NEW 200AMP SERVICE C# TRA R L -- a4P Lt A�IOIV'FI✓ES BESTCON, INC. 50.00 4r 4 fF ` 'r SIM �-°gi T Yom- 1r- xaaF' "Y "b. „1N1v u" , r}t3y'1"�'a' "Rr A rsa atikGt w T t a s », a�s�'s t� k y LIZ Sys p2 `s ?� n, T iYt.-A P+Y, xNN'fI'4y'h. ~.� � '�,.w,5tir�c .a'� �'�` :. te},p•r� rM*...a. ,y.�r3+s��.r F:, ? _: .y "IRp ,: NOTICE IN _ FLAWT R15 RO iN PECTION �I BUILDING MATERIAL �W �I4+ S`f LIC SPACE, AND MUST BE CLEARED 11 "FAILURE TO CQMPL v IN THE PROPERTY OWNER PAw ISSUED ACCORDING TO APPtOV ND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PRO . /1 oiler: CHERYLE Type: oC Driver: 1 Date: 3/27/82 81 Receipt no: 45529 PERMITS41IILDItKi 1 t58 o ATLANTIC BEACH BUILDING-DEPT. Trans nwber: 799988! X188.881 CK CHECKS 3383 Trans date: . 3/27/82 flee:II:2 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826- Fax: 247-5877 PLUMBING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 23441 Address: 617 PARADISE COURT Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 53 Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: PARADISE COVE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 2/07/2002 Name: BESTCON Total Fees: 64.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 64.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 2/07/2002 (904)246-3747 Work Desc: INSTALL PLUMBIN , CONTRACTOR S """" LICATION FEES DON HARRIS PLUMBING I ,� 64.00 A g7 ll 71"- 4 'M •, .' NOTICE = It EC. IQI`#S.. �y tIQIESTEC� T. EAST 24 HCCR RIC?R T SPECTION BUILDING MATERIAL,, BISHA 0ffSl1lORK NOT BE CED IN PUBLIC SPACE, AND MUST BE RSD`.' h, LE15AWAY C) f'C TOR OR OWNER " T E R L N ESULT IN THE FAILURE TO COMPLY WI PROPERTY OWNER PAYING lel; NTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. � X64.80 14 Date: 2/88/82 81 Receipt: 8832689 CHECKS 1662 ATLANTIC BEACH BUILDING DEPT. 88188883221888 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBIXG PERMIT Bldg. Permit# , JOB LOCATION: '& /r7 & OWNER OF PROPERTY: P y- �f C--L-2 n BUILDING CONTRACTOR: " �C- l l7 5 PLUMBING CONTRACTOR Don Harris Plumbing, Ca. AND ADDRESS: P.O. Box 14668 7 cksonville, -FL 32210 TELEPHONE NUMBER: (904) 772-0900 STATE LICENSE NO: CFC019194 TYPE OF BUILDING: New Construction TYPE OF WORK: New Plumbing HOW MANY O! THE FOLLOWING FIXTURES INSTALLED .7 SINKS SHOWERS LAVATORY / HATER HEATERS BATH TUBS DISHWASHERS URINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER ��'� TOTAL FIXTURE COUNT: z $3.50 + $15.00 = $ . ------------------------------------------------------ ' INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION "OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 Jun, 6. 2002 10:39AM BESTCON, Inc. No-4860 P. 3 FROM :a ARSON & ASSOCIATES FAX NU. :904 3% 2633 Jun. 06 2002 08:219M P2 MAP SHOWING BOUNDARY SL7RVE 9 �,S SHOWN ON MAP OF PARADISE AS RECORDED IN PLAT 800K 8II. PAGES a 2 THROUGH 82A OF THE CURRENT PU11UC Rtc�rRDs oP DUVAL C011NTY. F1 oR1DA tivamrthx= C. TTvic AS SHOWN ON IAETl11 D PLAT. R ENCS RIOMT— SWAY UNG I VERTICAL DATUM TIONS AM aMOYM 1�9: 1 RL�ER TO NATIONAL CERTIFIED TO: REBZCCA J. HEAD PRINCIPAL RSSIDEMIAL WRTGAGE INC. Ox,D REPUBLIC NATIONAL TITLE IN§. CO. DS'BORAH W ORA 44b7A TTORNE EY-AT LAW, P.A. 184 N89'47'58"W 50.00' LOT 9MUCH I ity of Atlaniric Beach Building and Zonir:g R- TIC 4 r VWYLSSIIMNO TORY FRAME 17 0 01 O Q Y Aw rLOO0&3CII V NGi N N ji � O p 7.e T1.2, N Z ! 1 7,V rAiltcc •} '. '�gRCMfit . V144 WM • �� '!i•::te. •F6+x.74' PC Cfy� 57a ,NBf�'27'22~5 4'�$p�a DEl-TA^1'1+16 38 N85`z9*03"E x,3.48' s PARADISE COURT (80' R/W) FINAL SURVEY $-29-2002 NOTE: PO4ND ALL IRONS. =toy CERTIFY 111A7 THa]UM tY.ntr*Wtb UNDER MY RESPONS LE rARF-TION 61E TS THE LEGENQi_ T C%WCAL STANOARDS FOR LAND SURVEYORS IN ACCORDANCE WITH CHAPTER 61017-6. A ; srFT i ADUNISTRATIYE CDUE (PURSUANT To SECTION 472.027, PLOWA STATUTES). AND FURTHER CERTIFY THAT 1 nan 1 Tt1ERE ARE NO NSIdLE ENCROAC-mENT5 UPON THE SUBJECT PROPERTY EXCEPT AS SHOWN, FR r� 1�.t� � Ii"Tx AtivxE �ILZIEi. T1I!LOT 9UHYEYEO HEITM A"EARS M UE WITHRI FLOW AND A9�OQATES,�NQ L ARRC LLWC% 20NC �X' A6 80AM FROM TFE A=WAA"RATE 1"3 N"AVE.�,F1. � WQF,OAtYM t MAP&COMMUNITY PANE. Me +20n7A_,000W_DAM 4-17-8A TT ►NC ►wT a6�0UIlE�VE SVRYEYM: JUE�1. 2042— =111w,�wv Cam"I&WE N SCAM 1' a 7G' � OFFICIAL R¢eonU UNE kJOSE 1RVEYOR N0.2361,VLORDA OOUA RAxY COyf�tJy'U FIRI.D o00K MZ7 PACE y�z_ SURVEY HOT VAUD M1W.11JT HEHBILL SURVEW]R's 9EA1 ��-FETKE cam+ R♦r`{G0w F"A Receired Time—Jun. r: 9.37A W 0 DEC 28 101 08:56 CLARSON 312 P02 MAP SHOWING PLOT PLAN OF Lt3'T` ` SHOWN ON MAP OF PARADISE C AS RECORDED IN PEAT BOOK 53, PAGES 82 & 82A OF THE CURRENT PUBLIC RECORDS OF DUVAL C,QIlM,7Y, ` LEk2�pA, GEARING REFERENCE; BEARING SHOWN ON RIGHT—OF—WAY IJNE HEREON IS THE SAME AS S►iQWN THIr YQVE 71 P16T p I i •i { City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land O'RV 4407, PAGE 184 development regulations, but does not constitute approval for the issuance of permits. Compliance + with Florida Building Code and aN other applicable local, State and Federal permitting requirements t must be verified by sig lure of the City al ANamtiC -7 Beach Building Oifi prior t0 ltN of f 8 •4/ s 58 Building Permit. Approved I�,: 50.00 l . 20' 9RL OMC a �2 r4N OAK Py1'Y117 ' a ( TRIPLE OAK �-- 20.0• j m j t MAONOUA E UINAI !� CEDAR /� (0) ' t MYRTLE TOW MYRTLE TRIMA MYRTLE °� as r ; 711MN PEAR w PfWPOSED 'D1NELtJNEi ^ h- SMRtT OVM O ~ GARAGE RIGHT p 0 FIN FL EL (13.1) awl Q Q ® Y PALM J A, (t4") CAMPHOR O &O, �VF4. • � Z PORGN ta. SAS' r,' l 1W w. O� A rA_O ! •�n ��•'`�^ UP- 0^ fie% -. �' �a 1A! FORM 600A-97 SUMMER C `tL � Residential Whole Building Performance Method A - Details FDDRESS: PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1315.0 33.05 7824.0 Double,Clear W 10.0 7.7 5.0 36.99 0.47 87.3 Double,Clear W 8.5 6.0 30.0 36.99 0.46 508.3 Double,Clear N 1.3 2.3 8.0 19.22 0.81 124.0 Double,Clear N 1.3 5.3 15.0 19.22 0.94 270.6 Double,Clear N 1.3 4.0 4.0 19.22 0.90 69.3 Double,Clear E 1.3 4.5 8.0 40.22 0.87 281.4 Double,Clear E 1.3 10.0 15.0 40,22 0,99 596.4 Double, Clear E 1.3 7.0 15.0 40.22 0.96 576.6 Double,Clear E 1.3 6.5 40.0 40.22 0.95 1526.2 Double,Clear S 16.3 7.0 34.0 34.50 0.44 519.1 Double,Clear S 1.3 3.5 5.0 34.50 0.74 127.2 As-Built Total: 179.0 4686.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 186.0 0.7 130.2 Frame,Wood,Exterior 11.0 925.0 1.70 1572.5 Exterior 925.0 1.70 1572.5 Frame,Wood,Adjacent 11.0 186.0 0.70 130.2 Base Total: 1111.0 1702.7 As-Built Total: 1111.0 1702.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 2.40 43.2 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 165.2 As-Built Total: 38.0 110.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1315.0 0.60 789.0 Under Attic 30.0 1338.0 0.60 802.8 Under Attic 19.0 92,0 1.10 101.2 Sass Total: 1315.0 789.0 As-Built Total: 1430.0 904.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 163.5(p) -37.0 -6049.5 Slab-On-Grade Edge Insulation 0.0 163.5(p) -41.20 -6736.2 Raised 0.0 0.00 0.0 Base Total: -6049.5As-Built Total: -6736.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1315.0 10.21 13426.2 1315.0 10.21 13426.2 EnergyGauge®DCA Form 60OA-97 EnergyGaugeOlResFREE'97 FLR3PA 2.02 FORM 60OA-97 SUMMER CULT Residential Whole Building Perfbrmance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Summer Base Points: 17657.6 Summer As-Remit Points: 14093.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 14093.9 1.000 1.047 0.341 1.000 5036.3 17657.6 0.3573 6360.5 14093.9 1.00 1.047 0.341 1.000 6036.3 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge8/ResFREE'97 FLR3PA 2.02 FORM 60OA-97 WINTER CALCULATIONS Residential �h6e Budding Performance Method A - Details ADDRESS: PERMIT#: BAS E. AS-BUILT GLASS TYPES .18 X Conditioned X BWPM:= Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1315.0 9.76 2311.3 Double,Clear W 10.0 7.7 5.0 10.77 1.19 64.2 Double,Clear W 8.5 6.0 30.0 10.77 1.20 387.5 Double,Clear N 1.3 2.3 8.0 14.30 1.01 115.7 Double,Clear N 1.3 5.3 15.0 14.30 1.00 215.1 Double,Clear N 1.3 4.0 4.0 14.30 1.00 57.5 Double,Clear E 1.3 4.5 8.0 9.09 1.05 76.4 Double,Clear E 1.3 10.0 15.0 9.09 1.01 137.6 Double,Clear E 1.3 7.0 15.0 9.09 1.02 139.2 Double,Clear E 1.3 6.5 40.0 9.09 1.02 372.0 Double,Clear S 16.3 7.0 34.0 4.03 3.57 489.9 Double,Clear S 1.3 3.5 5.0 4.03 1.35 27.3 As-Built Total: 179.0 2082.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 186.0 3.6 669.6 Frame,Wood,Exterior 11.0 925.0 3.70 3422.5 Exterior 925.0 3.70 3422.5 Frame,Wood,Adjacent 11.0 186.0 3.60 669.6 Base Total: 1111.0 4092.1 As-Built Total: 1111.0 4092.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 18.0 8.00 144.0 Base Total: 38.0 453.0 As-Built Total: 38.0 312.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1315.0 1.20 1578.0 Under Attic 30.0 1338.0 1.20 1605.6 Under Attic 19.0 92.0 2.00 184.0 Base Total: 1315.0 1578.0 As-Built Total: 1430.0 1789.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 163.5(p) 8.9 1455.1 Slab-On-Grade Edge Insulation 0.0 163.5(p) 18.80 3073.8 Raised 0.0 0.00 0.0 Base Total: 1455.1 As-Built Total: 3073.8 I INFILTRATION Area X BWPM = Points Area X WPM = Points 1315.0 -0.59 -775.8 1315.0 -0.59 -775.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 2.02 FORM 600A-97 WNTER CALCULATSONS Residential Wh6e Building Performance Method A - De�tafls ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 9113.7 Winter As-Built Points: 10673.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 10573.9 1.000 1.064 0.501 1.000 5641.9 9113.7 0.6340 4666.7 10673.9 1.00 1.064 0.601 1.000 6641.9 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge(MesFREE'97 FLR3PA 2.02 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whde Building Performance Viethed A - DetaHs ADDRESS: PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2746.00 8238.0 50.0 0.86 3 1.00 2809.86 1.00 8429.6 I As-Built Total: 8429.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6380.5 4866.7 3238.0 19485.2 1 5036.3 5641.9 8429.6 19107.8 hip .0 0 EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeOD/ResFREE'97 FLR3PA 2.02 FORM 6001 -97 Code � ompflan, ire Checkfist Residential Whole Building Performance Method A - Details ADDRESS: PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ISECTION REQUIREMENTS FOR EACH PRACTICE I CHECK Exterior Windows&Doors 606.i.ABC.1.1 Maximum:.3 efm/s .ft.window area .5 cfm/s .ft.door area. Exterior&Adjacent Walls j 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; i foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom piates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors '606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, 'soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from 1 conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. �— Additional Infiltration regts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, 1 have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES mast be met or exceeded b all residences. _ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required.—i—_ Swimming Pools&Spas 612.1 ' Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 1612.1 1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 j All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. j Ducts in unconditioned attics:R-6 min,insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGauge"' DCA Form 60OA-97 EnergyGauge@/ResFREE'97 FLR3PA 2.02 ENERGY PERFORMAN'CE LEVEL (EFL) DISPLAY CARD ESTIMIAT ED ENERGY PERFORMANCE SCORE* = 32.3 The higher the score,the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:30.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b.N/A 5. Is this a worst case? Yes _ Y 6. Conditioned floor area(ft2) 1315 ft2 c. N/A i 7. Glass area&type a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 179.0 ft2 - a. Electric Heat Pump Cap:30.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:6.80 _ d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 163.5(p)ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,925.0 ft2 _ EF:0.86 _ b. Frame,Wood,Adjacent R=11.0,186.0 ft2 _ b.N/A _ c. N/A _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,1338.0 ft2 _ 15. HVAC credits _ b. Under Attic R=19.0,92.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0, 150.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) ca'THE sig in this home be for tna 'nspection.Otherwise,a new EPL Display Card will be completed based on installe Code c mp 'ant features. Builder Signa Date: 61• 09 200 2- a Address of New Home: (Iol7 City/FL Zip: dd Ztt Z O &aC,11 *�'�®D wig 32233 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a IIS EPADOE EnergyStarmdesignation), your home may quay for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec,ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugeg(Version: FLR3PA 2.02) �� - -� tL l System S' ' Calcul '� Project Title: Class 3 Rating 1315 Registration No. 0 Climate: North 10/11/00 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidit data: Interior RH 50% Outdoor wet bulb 77F Humiditv difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 23682 Btuh Total coollina load calculation 26723 Btuh Submitted heating capacity 30000 Btuh Submitted cooling capacity 30000 Btuh Submitted as %of calculated 126.7 % I Submitted as% of calculated 112.3 % INTER CALCULATIONS Winter Heating Load for 1315 s ft Load component Load tests($%) Wtndows(21%) Window total 179 sqft 4940 Btuh Wall total 1111 sqft 3480 Btuh �x IMA.(28%) Door total 38 sqft 526 Btuh Ceiling total 1430 sqft 1923 Btuh C-Nnga(e%) Floor total 164 ft 5036 BtuhFg Infiltration 159 cfm 6649 Btuh Subtotal 22554 Btuh , Duct loss 1128 Stuh Floors(21%) TOTAL FEAT LOSS 23682 Btuh SUMMER CALCULATIONS Summer Cooling Load for 1315 sqft) Load compo ent Load Window total 179 sqft 7651 Btuh Latent Werne0%) Wall total 1111 sqft 2095 Btuh e Door total 38 sqft 404 Btuh Latent infil.(19%) Ceiling total 1430 sqft 2161 Btuh Floor total 0 Btuh Infiltration 149 cfm 3118 Btuh Internal gain 3300 Btuh kk.0aKi 2%) Subtotal(sensible) 18729 Btuh `a"s(e%) Duct gain 1873 Btuh Total sensible gain 20602 Btuh Infl.(12%, Doors(2%) Latent gain(infiltration) 4971 Btuh Latent gain(internal) 1150 Btuh The sizing method used was gnergyGauge®System Sizing. Total latent gain 6121 Btuh PREPARED BY: TOTAL HEAT GAIN 26723 IStuh DATE: EnergyGaugeO FLR3PA 2.02 M OWNER:Head Lot 9 Paradise Cove SPECIFICATIONS BUILDER: BESTCON, Inc. DATE: 1/8/2002 CONSTRUCTION JOB ADDRESS: Lot 7 Paradise Cove 617 Paradise Court, Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance,""Owner Choice," Not Applicable-"N/A"or None. 1. FOUNDATION: FOOTING-Concrete Mix or PSI: 2500 PSI Slump: 3" Width: 20" Depth: 10" Reinforcing: #5 Number: 2 Spacing: N/A Dowels: N/A Spacing: N/A Keyway: NIA FROST FOOTING-Concrete Mix or PSI: N/A Slump: N/A Width: N/A Depth: N/A Reinforcing: N/A Number: N/A Spacing: N/A Dowels: N/A Spacing: N/A Keyway: N/A FOUNDATION WALL-Material: Conc. Block If Concrete Block-Size: 8"x16" Concrete Mix or PSI: N/A Slump: NIA Width: N/A Beam Pocket Size: NIA Reinforcing: #4 Number: 1 Spacing: 48"oc N/A PIERS-Concrete Mix or PSI: N/A Slump: N/A Diameter N/A Depth: N/A Spacing: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A PILINGS-Material: N/A Size: N/A I Spacing: N/A Depth: N/A N/A FIREPLACE PAD-Concrete Mix or PSI: N/A Slump: N/A Width: N/A I Length: N/A Depth: N/A N/A Reinforcing: N/A Number: N/A Spacing: N/A FOUNDATION WINDOWS: N/A Size: NIA FOUNDATION DOORS: N/A Size: N/A CRAWL SPACE-Ground Cover: N/A Vents: N/A Access: N/A Drain: N/A DRAIN TILE-Material/Size: N/A Material over Tile: N/A FOUNDATION WATERPROOFING: N/A Vapor Barrier: N/A Foundation Insulation: N/A R-Value: N/A Found. Bolt/Size: N/A Spacing: N/A Termite Protection: N/A GIRDERS-Material: N/A Size: N/A Span: N/A COLUMNS-Material: N/A Size: N/A Spacing: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 1 OWNER:Head Lot 9 Paradise Cove 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump: N/A Thickness: N/A Reinforcing: N/A Fill: N/A Vapor Barrier: N/A Finish &Curing Compound/Sealer: N/A HOUSE FLOOR-Concrete Mix or PSI: 2500 Slump: 3" Thickness: 4" Reinforcing: Fibermesh Fill: Sand Vapor Barrier: 6 mil poly Finish: Steel smooth (no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: Fibermesh Fill: Sand Thickness: 4" Size: Varies Finish: Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: None Fill: Sand Thickness: 4" ___FSize: 3' wide Finish: Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 8' x 10' Finish: Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing: None Fill: Sand Thickness: 4" Size: 16' wide Finish &Curing Compound/Sealer: Broom IF REINFORCING REBAR-List Spacing: If foundation >24" 1-#5 FOUNDATION BOLTS-Spacing: Per req. Location: At perimeter Engineering EXPANSION JOINTS-Type: None Location: N/A CONTROL JOINTS-Type: Scored Location: Walks and Driveways 3. FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia; bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding corners; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; furring blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; framing for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders; deck floor joists and flooring; deck handrail and seating; deck stairjacks, treads and risers. BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL - 32250 CRC-022365 904 246-3747 - Fax 904 246-7126 Page 2 OWNER:Head Lot 9 Paradise Cove Framing Materials: Sill Insulation: Foam Termite Shield: N/A Bridging Material: N/A Joist Hangers: N/A SubFloor Material: N/A Size: N/A Glue: N/A Underlayment Material: N/A Size: N/A Glue: N/A Wall Sheathing Material: 7/16" O.S.B Size: 4'x8' Corner Brace Material: N/A Wall Siding Material: CERTAINTEED Front, Sides&Rear Mainstreet Size: Varies Roof Sheathing Material: O.S.B. Size: 7/16"x 4 x 8 Flitch Plate Material/Size: N/A Bolts: N/A Nails-Framing Members: Common or Galvanized(weather related) Siding: Galvanized Windows: 8d galvanized Exterior Trim: 8d galvanized Exterior Doors: 12d galvanized finish Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2x4 N/A N/A Box Sill/Rim Joist N/A N/A N/A N/A 1st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows & #2 or Better SYP 2x10/12 N/A 6' Doors Headers, Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 3 OWNER:Head Lot 9 Paradise Cove Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Corners Vinyl standard corner post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Exterior Posts Vinyl Flashing Material: #26 galvanized steel Windows: Aluminum Doors: None Off Ridge Vents: Galvanized steel Soffit Vents: Vinyl [Gable Vents: None 4. WINDOWS: Manufacturer/Style: KINCO MARK 50 Material: Aluminum Insulated Glass: 5/8" Screens: Fiberglass Storms: N/A Grilles: Muntins on all windows and sliding glass Shutters: N/A doors 5. ROOFING: Shingles Material: Certainteed Fiberglass Grade: 25 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# --7Size/Weight: 36" x 15# Nails: 1-1/4" galvanized Roof Edging: 6" pre-painted galvanized steel Step Shingle Flashing: 5" x 5" galvanized Chimney Flashing: N/A Chimney Counter Flashing: N/A Valley Flashing: 26#x 18" galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 4 OWNER:Head Lot 9 Paradise Cove 6. STAIRS: LOCATION JACKS TREADS RISERS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A 2nd Floor N/A Attic Stairs 22" x 54" x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A 1st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7. EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal 3'-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 218" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage Mid America Model Regal 40 PFS 16'x7' 2-1/2" Mid America Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 5 OWNER:Head Lot 9 Paradise Cove 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-17" 11 Tyvek -1450 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft -1500 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Wor Material Style Size Doors Generic Hardboard 6-Panel Varies Casing Generic Finger jointed white pine WMP-256 2-1/4" Base Generic Finger jointed white pine WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic -Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 6 OWNER:Head Lot 9 Paradise Cove 10. INTERIOR WALLS AND CEILINGS: TABLE 1 DRYWALL/PLASTER Room Material Thickness Method of No. of Coats Installation Walls Ceilings ALL WALLS Sheetrock ,/z„ Nailed, Screwed and 3 Glued ALL CEILINGS Sheetrock w/Popcorn or % » Ceiling Nailed 3 Knockdown Texture Finish-Walls: Smooth Finish-Ceilings: Popcorn or Knockdown Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE 2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over " High N/A TABLE 3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 7 OWNER:Head Lot 9 Paradise Cove 11. CABINETS,VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE WOR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath Bath#1 Chadwood or Estate Recessed panel WilsonArt 4" WilsonArt None Bath#2 Other: 12. MASONRY: MORTAR MIX: N/A FACE BRICK/STONE, Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE BRICK/STONE,Style/Number: N/A Bond/Pattern: N/A Mortar Color: N/A Joint: N/A Lintels: N/A Brick Tie Spacing: N/A FIREPLACE FIREBOX: N/A Size: N/A Ash Dump: N/A Cleanout: N/A Flue Tile&Size: N/A Fireplace Lining Material: N/A Hearth Size: N/A Mantel: Glass Doors: N/A Combustion Air: N/A STUCCO MIX: Masonry Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted: Per Color Sheet Metal Lath: w/felt Other: Stucco at foundation only BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 8 OWNER:Head Lot 9 Paradise Cove 13. HEATING: Gas Furnaces shall have an AFUE of 80%or above. Heat pumps shall have an SEER of 10.00 or above and heating season performance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat: Electric Heating Brand Name, Model, Size: Heating Brand Name, Model, Size: Heat Pump/Air Conditioner Brand Name, Model, Size: 3 ton JANITROL 10 SEER CPKE36-1 A36-10 Evaporator Coil, Brand Name, Model, Size: N/A Thermostat, Make, Type: SECO Supply Ductwork Material: Fiberglass R-6 There will be NO dampers (except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material: Fiberglass R-6 Insulated returns: Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor 11 1 Second Floor N/A N/A Registers Brand Name, Style, &Number: CODY One-way throw-11 Grilles Brand Name, Style, &Number: CODY Flue Material: N/A Size: N/A Humidifier Brand Name, &Model: N/A Electronic Air Cleaner Brand Name, &Model: N/A Baseboard Heat Brand Name, Model &Numbers: N/A Stove Vent: N/A Dryer Vent: 4" metal Bath Vents: 3" diameter aluminum Flue Cap: N/A Other: Bath vents in Hall Bath ONLY BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 9 OWNER:Head Lot 9 Paradise Cove 14. PLUMBING: Waste Disposal-Pubiic: City of Atlantic Beach Private: N/A Disposal Field: N/A Water Supply-Public: City of Atlantic Beach Private: N/A Pressure Reducing Valve-Make&Model: N/A Gas Supply-Public: N/A == Private: N/A Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR 35 PVC Glue 4" Under Basement Floor N/A Above Basement Floor to N/A Toilets Above Basement Floor to N/A Sinks Above Basement Floor to N/A Sump Pump N/A Venting SDR 35 PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue %71 House to Water Heater CPVC SCD40 Glue %11 House to Bathrooms CPVC SCD40 Glue '/e" TO 1/2's House to Kitchen Sink CPVC SCD40 Glue %11 TO 1/2y' House to Refrigerator CPVC SCD40 Glue V TO 1/23' House to Dishwasher CPVC SCD40 Glue 3/4" TO 1/219 House to Ice Maker N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 10 OWNER:Head Lot 9 Paradise Cove Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A Bathroom-Fixtures Description-Brand Name, Model Number, etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Round Toilet Seat Church Church Shower LASCO 3460 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 2710LHP/H62/A6 1448LHP/H71 2WH /A72WH Shower Faucet&Control DELTA D- 1324LHP/H71/A7 2WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A2 2521 LHP/H22 2WH /A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front corner, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories, sinks, &toilet. Main shutoff @ hose bib on front of house Location, Soft Water: N/A Other: BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 11 OWNER:Head Lot 9 Paradise Cove Fixture Description-Brand Name, Model Number, etc. Size/Other Kitchen Sink Sterling 3322 33" x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 81V52DT 52 gallon electric Sump Pump Water Softener Other: 15. ELECTRICAL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No. of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material: PVC Brand Name-Switches: Lavington Receptacles: Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 12 OWNER:Head Lot 9 Paradise Cove 220 High Voltage Wiring Detail: Item Wire Size Breaker Size Individual Circuit Quantity Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8 copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service L- ��L r ___j Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 2 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 13 OWNER:Head Lot 9 Paradise Cove 110 Voltage Wiring Detail: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 1 10 Dining/Family 15 amp #14 CU 5 2 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 4 Master Bath 15 amp #14 CU 1 1 1 Guest Bath 15 amp #14 CU 0 0 0 Bath#1 15 amp #14 CU 1 1 1 Bath#2 Master Bedroom 15 amp #14 CU 2 1 6 Bedroom#1 15 amp #14 CU 1 1 3 Bedroom#2 15 amp #14 CU 1 1 5 Bedroom#3 Closet#1 15 amp #14 CU 1 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 20 amp #12 CU 3 1 3 Garage 15 amp #14 CU 1 2 3 BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 14 OWNER:Head Lot 9 Paradise Cove 110 Voltage Wiring Detail (continued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 1 Garage 15 amp #14 CU 1 1 1 Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU 1 Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 1 5 Weatherproof Recept.. 15 amp #14/2 CU 3 Smoke Detectors 15 amp #14/2 CU 4 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name& Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook None 1 Foyer Recess with open trim 1 Rear Wall Bracket Progress 5602-30 1 Master Bedroom Closet 4' 2 light wraparound 1 Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls, Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound 1 Garage(front wall bracket) Progress P5745-30 1 Front Porch (O/H) Progress Recessed 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,INC. 2440 South Beach Parkway • Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 15 OWNER:Head Lot 9 Paradise Cove 16. PAINTING: PAINT, EXTERIOR: N/A Number of Coats: 2: N/A Siding: Vinyl Trim: Vinyl Doors: Owner's Choice Windows: N/A Deck: N/A Garage Doors: To Match vinyl trim Caulking: Siliconized Acrylic PAINT, INTERIOR: COLORWHEEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats: 2 Walls of Papered Area: N/A Number of Coats: N/A Ceilings: Popcorn texture Number of Coats: N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls: N/A Number of Coats: N/A Floors: N/A Number of Coats: N/A Ceilings: N/A Number of Coats: N/A Paint and Number of Coats Interior Millwork: Ultra deluxe flaq Stain, Finish, and Number of Coats Interior Millwork: N/A Paint and Number of Coats Cabinets: N/A Stain and Number of Coats Cabinets: N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material : N/A Gage or Weight: N/A Size: N/A Number of Downspouts: N/A Splash Blocks/Downspout Extensions: N/A Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 16 OWNER:Head Lot 9 Paradise Cove 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOWER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0"AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0"AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Thin set over 1 /2" MR Sheetrock Grout: Owners' Choice Other: 19. SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name& Model: Pre-wire ONLY Attic Fan Brand Name&Model: N/A Skylight Brand Name & Model: N/A Suntech FGC 2549 Bronze 25"X 49" Roof Ventilator Brand Name&Model: 6' Off Ridge Vent Galvanized Stampco Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name& Model: N/A Style&Number of Speaker Outlets: N/A Number of Telephone Outlets: 2 Number of Television Outlets: 2 Burglar Alarm Brand Name &Model: DSC PC1555 Other: BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 17 OWNER:Head Lot 9 Paradise Cove 20. LOT GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Full Coverage of Floritam St.Augustine Number and species of plants: 20 -3 gallon plants (species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY: Final survey shall be given to Buyers at closing, showing all improvement locations. 22.ALLOWANCES: ITEM Manufacturer and Model/Style INSTALLATION DATE (Tentative) Wallpaper, Materials, &Labor N/A N/A Floor Coverings—Carpet Portico -Monte Carlo, N/A Fascination or Illumination Floor Coverings -Vinyl Armstrong -Memories N/A Range MAYTAG MER5530AAW N/A Dishwasher MAYTAG MDB4100AWW N/A Hood vent MAYTAG H 304RW N/A Disposal MAYTAG L20 N/A Garbage Compactor, Refrigerator N/A N/A Cabinets,Vanities, Countertops, Bookcases See Above N/A Electrical Fixtures Other Than Above N/A NIA Mirrors, Shower Doors, Bath Hardware, Medicine Lee-Rowan &Omni N/A Cabinets Landscaping: Shrubs, Seeding, Seed Bed Preparation, See Above N/A Fertilizing &Labor N/A N/A N/A 23. PORCHES, DECKS, GREENHOUSE: N/A 24. MISCELLANEOUS: N/A BESTCON,INC. 2440 South Beach Parkway •Jacksonville Beach • FL • 32250 CRC-022365 904 246-3747 • Fax 904 246-7126 Page 18 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 2001 Re:-Wind Loading Requirements For Jax. Beach , Fl. Dear Building Inspector:- The architectura!' plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 graph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets#g thru #10 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that the ceiling sheathing will provide adequate lateral resistance and will relieve the ceiling joists of any shear forces acting normal to their longitudinal axis, f) that I have no knowledge of any subsurface soil condition report ; thus, all footings are designed as shallow footings bearing on soil that possesses a maximum allowable bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report, then I shall be notified and possiblefooting design revisions may need to be implemented prior to commencing footings work, Please let rye know, if further help is needed. Sincerely Louis J. Gabriel, P.E. "WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATES ON Lo-r t� JAX. BEACH , FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR 100 MPH WIND SPEEDS AS OUTLINED BY SECTION 1606 OF THE 1997-STANDARD BUILDING CODE" PREPARED BY: LOUIS GABRIEL, P.E. DATE: 2001 j01 L , 1E s :.1 e • Po tuYa L "7/1V 0 S g o Ty-t.4 sus PZa or lYL4,Jc1 ,,�..�,r�Q Rte► Frc�.ysnrr�, 5�� 5s f�Xt A Ad o va,,E to �f2 X13 v n1� t �..•_; � G u'yt cv atm �e c�P V Y►Le S S A 0 0 -f W; S � #q Rod ov% 980•x• goo� �`� a.t W i is Yt c,:.... �J � P n . �,,, (� �.C• � Pajtct � G{iy1 W. a" t v (J'C.• V» +,r�t r yyi 04ke,,/r/0�se 11 Mt. 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J wll S Coot- Yla7l k, u>i no She Date (-V-) ►• 33 F v- a Uoca a61c- sf&ea.r pov- ba W F-o,r fx to<iar wa,2�s —� 5 t33) Sba)/`( -Lr) �vr I-A ber;oY Wars =i� S = C!•33)0 35o)/C'rr) 7)- ro ckoose- hW-An-r4 fit it A LLow, k c� c�Uv►�l.t W�U, 6e c, 1�^^ FYclvv% S i wT s u,,% I o r Sc MC o • '�IaY«�, 5� o�.s tt�z�, 1-t� SA-, n�TS 2?6 , •�C• - See v��xC s�tee For S ' w -Yt l.CU80--� 4MI 514eeL �8 5 kear Cocu-&I(uK s - N M Tor a Fuad 'modd of -dote tinsiu" boC�- Se C LeaY� t�►r bolt wiu q out "tom..5 of t w t1 crsQ to Sk« �uQ,t Ply. N . osF.--FDr a cowptiti. faiLmty- ; mus > �> ke ��,rc l h�4dd ca p&ut T oY C. - Z �/ NA oQjoxv,. Tem 00 lbs C 2 x 4 ?L,:A , -;t 2 Z.v : 22oa lb, C Z x �, �k.�Lt tr-2 t Y? Z� = 2900 lbs C ZX 8 pL,,LL , #Z EYP —a r 3 Z 70 rmN i $ ! — ----- -----� —r ! Ll 17 fill N Ifill! \ Ilk, I i I415is I MIA Ld I I I s ! I i { i ! MAN SIN I I � I t I I { � I of I X f { I \ till 'n L ----------1------------.a..._----- --y 44SoMb 0 wth LOTC' PARADISE COVE 20 c. a 244Basch Parkway Jack5ow91ft Sash.it 32250 CRC 022986 1 9 •• 1 ALL -w" _nom F' •.U..• "O.T.M." `D' •�•Of c _ io. (ft) (ft) (ft) (Ib) (Ib/ft) (Ib/ft) (ft) (ib) (unitteu) a � S T U= "Z" IS ALWAYS EQUAL 70 1.33 WHICH IS WIND MAGNIFYING FACTOR. SHEAR � CALCULATIONS- II&NEL = "NP DESIGNATES THE NAILING SPACING AT PANEL EDGES AND '"'TrRMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS EDGES AND INTERMEDIATE SUPORTS FOR f J� _,,,•pec NOTED. '+TANS THAT 7/16" OSB F 0 R FIRST Y STORY V A I I q REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST . NOTES A HUS26 27851 33251 1550 (14)16d (6)10dX1.5 ITRUSS 8 HUS28 33801 35851 2000 (22)16d J(8)10dX1.5 TRUSS C HGUS28-2 62451 7810 2650 (36)16d (20)10dX1.5 2 PLY TRUSS cn D SUUR 26 8001 1000 765 (6)164 (6)i0dX1.5 TRUSS Lu E ISKP26BUR 1640 1800 655 (16)16d (4)10d TRUSS Q F I SUUR 210 13301 1660 1250 (16)16d (10)10dX1.5 ITRUSS x G ITHJA26 cn 2190 2740 1340 (16)16d (5)10d+(7)10d HIP JACK cn IH I HJC28 * 2740 3425 1840 20)16d 1(6)1 Od' 8 10d I HIP JACK aI I I SKH410 UR 1860 23301 1275 (16)16d (10)16d SYS 42 o J JTHA422 1 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q HCOH, T312 1360 (14)10d (2)10dX1.5 I-JOIST Q IT316 2400 (12)10dx1.5 (2)10dX1.5 I-JOIST Lu KH312L1R 2160 2500 1505 (16)16d (10)10dx1.5 I-JOIST ry U11 2185 2270 9201(22)16d (6)10dX1.5 1 PLY LVL GUS48 5472 6840 58371(36)16d (24)16d 2 PLY LVL P IHGUS412 95351 113351 47801(56)16d (36)16d 2 PLY LVL D ITGHID412L 1 85121 10640 8755 (56)16d (38)16d 2 PLY LVL R TGHD412R 1 85121 106401 87551(56)16d 36)16d 2 PLY LVL S JHUC4121F 1 61021 68011 3100 56)16d 36)16d 2 PLY LVL T I HGUS5.25/12 95351 11335 47801(56)16d 36)16d 3 PLY LVL 3 U I HGUS7.25/12 95351 966,91 4780 (56)16d (36)16d 4 PLY LVL m UL1 IH16S NA INA I 16001(10)10d 210d TRUSS p UL2 H16-2 NA NA 1 1600 10)10d (2)1 Od 2 PLY TRUSS v UL3 MTS12 NA NA 1000 7)10d EA SIDE NONE TRUSS Z UL4 HTS20 NA NA 1450 10)10d EA. SIDE NONE 2 PLY TRUSS v UL5 MGT NA NA 4200 22)10d PLUS UL6,UL7 1-- UL6 PHOS NA NA 4500 14 SOS1/4X3 ADD UL5 UL7 PHD2 NA NA 3285 10 SDS1/4X3 ADD UL5 HC HURRICANE TIE NA NA 455 (4)8d (4)8d H25 HURRICANE TIE I NA NA 415 5)8d (5)8d H8 I HURRICANE TIE INA NA 745 (5)10dX1.5 5)8dX1.5 NOTE: ALL UPL!F7 CONNECTORS SHALL 4E MARK"HC,H2.--,H8" UNLESS NOTED OTHERWISE * INDICATES SE,MCC HARDWARE ALL OTHERS SIMPSCN HARDWARE &1� Face Mount Hangers - Plated Truss Products Fasteners Doug-Fir Larch/So.Pine Spruce-Pine-Fir Model Min. Allowable Loads Allowable Loads Na. Heel Height Carrying Carried Uplift I Floor Snow Const Uplift Floor Snow Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115)1 (125) 31/2 6-16d 4-16d 1135 1265 1455 1580 925 1050 1210 1315 ; HUS26 31/2 10-16d 4-16d 1135 1800 2070 2245 925 1510 1735 1890 s' 4% 14-16d 6-16d 1550 12565 2950 3205 1390 2155 2480 2540 w p pp 1 Model Min. Dimensions Fasteners , ppp ilII No. Heel Ga Carrying Carried • ° ; pppppppp Height W H B Member Member p p SINGLE 2x SIZES g� LUS24 26/e 1 6 3Y8 12/, 4-10d 2-10d pp pp LUS26 4y 18 1% 43/, 13/, 4-10d 4-1Od 6'oa HUS26 43(6 16 15/8 5y 3 14-16d 6-16d Typical HUS HGUS26 4Y 12 1% 5356 5 20-16d 8-16d Installation HGUS28 5y 12 1% 7X8 5 36-16d 10-16d with Reduced Heel Height P, 0 LUS28 4X16 18 18/6 6ye 13/, 6-10d 4-10d —' HUS28 6y 16 1% 7 3 22-16d 8-16d LUS210 4y4 18 1% 73(6 1 13/, 8-10d 4-1Od HU 210 8% 16 16/6 1 9 1 3 30-16d 10-16d Model Avg Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads No. Ult Uplift, Uplift, Floor Snow const Uplift, Uplift, Floor Snow Const Uplift, Uplift' Floor Snow Const (133) (150) (100) (115) (125) (133) (150) (100) (115) (125) (133) (160) (100► (115) (125) SINGLE 2x SIZES LUS24 3850 465 490 640 735 8001 490 490 690 795 1 865 1 390 465 540 625 675 LUS26 5167 930 1115 830 955 10401 1010 1165 900 1035 1125 1 780 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 3200 3325 1390 1550 2155 2475 2540 HGUS26 14178 1425 1425 3755 3905 3905 1425 1425 3905 3905 3905 1425 1425 3185 3585 3585 HGUS28 16188 1755 1755 5055 5055 5055 1755 1755 5055 5055 5055 1755 1755 4030 4155 4215 LUS28 6066 930 1115, 1055 1210 1320 1010 1165 1140 1310 1425 780 935 890 1025 1115 HUS28 131671 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 2580 2680 2745 LUS210 501 930 11151 1275 1 1470 1595 1010 1165 1380 1590 1725 780 935 1085 1 1245 1355 HUS210 18833 1 28451 30001 3775 1 39201 40201 3000 3000 1 3585 1 3745 3850 1 2320 2780 2745 1 28701 2955 Min. Dimensions Fasteners Doug Fir-Larch/Southem Pine Spruce-Pine-Fir Madel Avg Allowable Loads Allowable Loads Heel No. Heigh Ga yy H B Carrying Carried Ult Uplift' Uplift, Floor Snow const Uplift' Uplift, Hoer Snow const Member Member (133) (16m) 1 (100) (115) (125) (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 2358 18 3y 3y 2 4-16d 2-16d 5303 565 565 765 8801 960 465 555 640 735 800 LUS26-2 4% 18 3Y6 4% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26-2 4%. 14 3358 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710' HGUS26-2 4X 12 3316 53%e 4 20-16d 8-16ci 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 `.z LUS28-2 4316 18 3% 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1565 925 1115 1050 1210 1315 0 W HHUS28-2 6y 14 3356 67% 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 ~ HGUS28-2 5y2 12 33(8 7X6 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 = LUS210-2 6'7X8 18 3% 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 n HHUS210-2 By, 14 33(6 8>/8 3 30-16d 10-16d 22167 2855 3000 5190 5900 5900 2330 2795 4385 4795 4875 y HGUS210-2 7y 12 3356 9X6 4 46-16d 12-i6d 28333 3415 3665 7890 8110 8225 2795 3355 6110 6260 836Q a n TRIPLE 2x SIZES HGUS26-3 4y 12 41Y,,6 4y 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 36601 3980 HGUS28-3 5% 12 41 8 7y 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 1 5335 61351 6665 HGUS210-3 7% 12 416 9% 4 46-16d 12-16d 28333 3415 3665 7890 86658665 2795 3355 6745 77551 8430 T HHUS210-3 8y2 14 4% 1 9 3 30-16d 10-16d 221671 2855 3430 5190 5900 5900 2330 1 2795 4385 50401 5480 QUADRUPLE 2x SIZES HHUS210-4 I 8y, 14 6y 1 8/ 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 1•Uplift loads have been 0 4x SIZES increased 33% LUS46 4% 18 3Y6 4% 2 4-16d I 4-16d 60761 1140_1_16_5T_1 0-0-0 1150 12501 925 1115 820 945 1025 and 60%for HGUS46 4358 12 3% 4316 4 20-16d 8-16d 25180 2275 2735J 3755 4320 46951 1865 2000 3185 3660 3980 earthquake or HHUS46 4358 14 3% 5y 3 14-16d 6-16d 14667 F 1550 15501 2580 2965 32251 1395 1550 2165 2490 2710 wind loading with no further LUS48 4 18 39/8 6Y, 2 6-16d 4-16d 7750 1 1140 1165 1 1265 1455 1585 925 1115 1050 1210 1315 increase allowed. HUS48 6)/, 14 336 7 2 6-16d 1 6-16d 111901 1550 1550 1505 1 1730 1885 1315 1550 1240 1425 1550 Reduce by 33% HHUS48 6y 14 1 3% 1 7 3 22-16dI 8-16d 198501 2000 2000 3885 I 4465 4855 1860 2000 3275 3765 4095 and 60%for HGUS48 5/8 1 12 3% 7X6 1 4 136-16d 10-16d 25180 26501 26501 6245 1 7185 7810 2330 . 2650 5335 6135 6665 normal loading LUS410 6y, 18 3358 83, 2 8-16d 1 6-16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever HHUS410 1 838 14 1 3/ 9 3 1 30.16d 110-16d 22167 1 2855 34301 5190 5900 5900 2330 2795 j 4385 5040 5480 construction. HGUS410 I 7X(6 12 3% 9 4 146-16d 12-16d 283331 3415J 3665 7890 8665 8665 2795 3355 6745 7110 7210 HGUS412 f 9356 12 3% 1 107,(6 4 '56-16d 14-16d 350001 39851 47801 9365i 10305 104401 3260 1 3910 7130 73051 7425 101 HGUS414 1 11%6 j 12 !. 3% 12% 4 i66-16d 16-16d 350001 455550W10295 10525 1068O3725 1 44701 7295 75001 7635 39'4"8 -�- S' �7 2' O.C. THRU TS-H5 WARNING NOTE T 1. DO NOT CUT OR ALTER TRUSSES. UNLESS - k APPROVED BY TRUSS OFFICE 2. VERIFY ALL SPANS AND AMOUNTS. AS TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT T 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY to APPROVAL DATE: in DEL. DATE rt' i BASE PLATE HT B-1-2 m _ L. PITCH 7/12 - - -- - - - OHANG 24" ~ ` o JOB: A10008 m CUs: BESTCON LOT: #9 PARADISE COVE DESIGNER: BILL ELLEDGE , i I-4' — 2' O.C. THRU T9 58 --� (A0998-PLAN #1318 - T-IGE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N Igo MPH WIND, 9.26 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2X4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10015EN0699 & GBLLET1NI00I FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0,00 to 114 PLF at 11.00 TC From 54 PLF at 11.00 to 54 PLF at 13.15 BC From 20 PLF at 0.00 to 20 PLF at 11.00 WI.5X4 III W4X4 1430a� WI.5X4 III WH3��- T 7 3-2-12 0UW 3 X 3 n n n U U U 8-1-2 14 2 X 4(A 1) = 141.5X4 III 141-5X4 III WI.5X4 III W2X4(Al L-2-0-0---J L--2 0 O---J 1— 5-6-0 I 5-6-0 L-c- 11-0-0 Over Continuous Support R-154 PLF L1=62 PLF W=11-0-0 PLT TYP. Wave TPI-95 Design Criteria: TPI STD :9.5a FL/-/6/-/El-/- Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND R151--46119 BRACING. REFER TO( HANDLIO NG 21NSTALLINGAND BRACING), PUBLISHED BY TPI (TRUSSPLAT- TC L L 20.0 PSF REF INSTITUTE, NSIITUTE. 583 DONOFR IO DR., SO TE 0, MAD I SON' WI 53719), 37 6PU ), FOR SAFETY PRACTICES PRIOR TO Rf U. PE DRMI N G THESE 'F FUNCTIONS. U NC 11 0 N S. ON L LS S OTHERWISE THE RW I SE I NO IC ATED. TOP CHORD "'A" HAVE PROPERLY ATT1,0HEO TC D L 7.0 PSF DATE 12120101 01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT— �j M P ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354001 FROM THIS DESIGN; ANY Y f A I LUR f TO PRODUCTS, INC. SHALL NOT BEHRESPONSIBLE,FOR ANY DEVIATION FR 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLINGSHIPPING, IP I NG. INSTALLING ANO 1* B HC-ENG /DR BRACING FTRUSSES. THIS E IG N 'U N S WITH ITAPPLICABLE PROVISIONS I fois"Of Pos (NATIONAL DESIGN J. C L L 0.0 PSF =ATo ALPINE SPECIFICATION PUBLISHED BY T1fl)ESAMER�1CAFNORMREST ANDPAPER ASSOCIATION) AND TPI. ALPINE OF tt TOT.LD. 37.0 PSF SEON - 14794 CONNECTORS ARE PE OF OGA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. RECTORS TO EACH FACE U FRTRMUShS, AND OTHERWISE SE L 0 CAT I D ON THIS DESIGN, P OOSITION CONNECTORS PER F S I DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0 PROFESSIONAL ENGINEERING NEER NO 00 DUR.FAC. 1.25 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hainis City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING SEE ABOVE FL Certificate of Authorization#567 ANSIJTPI 1.1995 SECTION 2. - - I W117A1V 111TVI ;T -IV w I`��l �1 ""I (AO998-PLAN #1318 - T-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W4X4 7 F- 7 3-6-13 1PI u 8-1-2 W2X4(A1) W1.5X4 III W2X4(Al) -5-6-0 -5-6-0 L. 5-6-0 5-6-0 fE 11-0-0 Over 2 Supports R=407 U=180 R=407 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19, ;a FL/-/6/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --46120 BRACING. RACING' REFER T?OHIB-91 (HANDLING INSTALLING OANO WORAC51NG) BY EPIC (TRUSS PLATE TC LL 20.0 PSF REF R151 1�).PUBLISHED I — INSTITUTE, 583 NOFRJO DR. SO 1 200, MADISON, 37 F SAFE PRACTICES PRIOR TO AL D FUNCTIONS. ' S E I INDICATED,N 0 OR PROPERLY PATTACHED TC DL 7.0 PSF PERFORMING NO THESE F NCTION UNITES OTHERWISE NDI�ATEJD, Top CHORD SHALL HAVE PROPECL DATE 12120101 STRUCT RAIL PANELS, ME L S. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. % FURNISH B IS I N E I —IMPORTANT— ISI A COPY F THIS DESIGN G 10 SHE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354002 1 8 10 PRODUCTS, INC. SHALL NoE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE To BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND BC LL 0.0 PSF HC-ENG /DR BRACING 0 F TRUSSES. THIS BE SIGN C OWED RMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN To ALPINE SPECIFCATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE I H 0GV E L EXCEPT 0 F TOT LD. 37.0 PSF 14797 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4 AL T XC PT AS NOTED. APPLY TDA OF SEQN P y -TORS S E P CONNECTORS OR PER DESIGN, POSITION C EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATE N His 11 IG ITTON C O"IECTICIDN"EPCER THE SEAL ON T DRAWING D 0 1 ACCEPTANCE A�CEOQF PROFESSIONAL 'SS TO " IN DRAWINGS 160 A-1. HIS DRAW INDICATES cc T R""S S I UN'L E N G I NEER I NG DUR.FAC 1.25 FROM BE 'I ) N' M Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE or THIS IS Haines City,171, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.011 (A0998-PLAN #1318 - T2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2X6 SP #2 N ------(LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 20.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BC From 20 PLF at 0.00 to 20 PLF at 18.00 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, BC From 4 PLF at 18.00 to 4 PLF at 20.15 WIND BC DL = 5.0 PSF. BC 341 LB Conc. Load at 3.44, 14.56 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7= W1.5X4 III W5X7 n 7F T 7 2-8-5 8-1-2 W1.5X4 III W3X8= 141.5X4 III W3X5(A1) = WH5(Al)� L--2-0-0--J �2-0-O--j 4-0-0 5-0-0 31. 5-0-0 4-0-0 4-0-0 I 10-0-0 4-0-0 -j 18-0-0 Over 2 Supports R=1128 L1=590 W=3.5" R=1128 U=590 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale —WARNIN G-* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--46121 BRACING. REFER T?CHIB-91 DR., INSTALLING BY TPI (TRUSS PLATE I NST I TOTE, , 583 NOFRIO R. HE TE 200, MADISON, 53719), FOR SAFETY PRACTICES PRIOR PL 0 M D FUNCTIONS. I Top CHORD A H V PROPERLY AT ACHTO TC DL 7.0 PSF DATE 12120101 NG THESE F CTION ;L'SS T INDICATED, SH LL Ay PR To Eq RE RMI ES U E OTHERWISE SE N STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN. AN FAILURE LOH TO S I WI P Y DE N ISHIPPING. H P I G. I r NGE 70 H BUILD THE TRUSSES N CONFORMANCETH 1 1; OR FABRICATING, HANDLING, S I P N INSTALLING ART) 2 4 0.0 PSF C-ENG /DR BRACING I N G F t N 0 S F APPLICABLE I I SIG BC LL ALPINE SPECIFICATION RACIF C 0 ITRUSSES.PTH IS DESIGN IG CONFORMS o Nf R M WITH AP ICAB L PROV 5 DNS OF NOS (NATIONAL DE PEC I AT ON PUBLISHED B Y THE AMERICAN FOREST AND PAPER P ER ASSOCIATION) AND TPI. ALPINE CONNECTORS ECT OR S E OF 2GGk AST 53 GR40 GALV. STEEL EXCEPT APPLY CONNECTOR, ffA v OF TTO TOT.LD. 37.0 PSF S E Q N 14800 OWN AR MADE M A6 EACH FACE OF TRUSS, , AND UNLESS OTHERWISE SE L 0 CATED ON THIS DESIGN,ASPNOSTIEOION C ONNECTORS PER NU 0 DUR.FA DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL E N G I NEER I NG C. 1.25 M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 24.0 FL Ce 4567 ANS I JTP 1 1-1995 19 9 5 S F CTION 2. 9mricate-Colf ell (A0998-PLAN #1318 T3-Hl THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2X4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2X4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7= 141.5X4 III W3X5 n U 7 F-- 3-10-5 0-3-8 n nj V 8 L--2 W1.5X4 III W3X8 W2X4(Al) = Wl.5X4 III L---2-0-0---J <� 6-0-0 6-0-0 30--- —5-6-4 0-5-12 6-0-0 I 12-0-0 18-0-0 Over 2 Supports R=806 U=371 W=3.5" R=626 U-269 W-3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19 5�' FL/-/6/-/E/-/- Scale =.375" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --46122 BRACING. NEE ER TO U(HANDL NG INSTALLING OAND WORACING)�6).PUBLISH BY TPI (TRUSS TC LL 20.0 PSF REF R151 INSTITUTE, I E. 5 NOFRIO R— SOL ED Y It MST TOT 83 D ITE 200. MADISON,- 1 37 FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 12120101 PERFORMING E RE URm N G THESE F ON CTION S. UNLESS ES S OTHERWISE T HERW I Sf I N I)IC AT f D. TOP P CHORD S"A LL AVE PROPERLY ATTACHED I STRUCTURAL PANELS, BOTTOM CHORD S HALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FORM A COPY OF THIS IS OF SI G N T 0 THE INSTALLATION CONTRACTOR. T RACTOR ALPINE ENGINEERED 8C DL 10.0 PSF DRW HCUSR151 01354004 PRODUCTS, Y I Y FAILURE PR INC. SHALL T BE RESPONSIBLEFOR AN DEVIAT N FROM T IS DESIGN A A LURE BUILD No MCEWTPI; 1�' ' THE TRUSSES IN CONFORMANCE AN KITH T OR FABRICATING, BANDIT"G. SHIPPING, ' INSTALLING, NG AN'D .4 4 -ENG /OR OF TRUSS IS E N ION L SI BRACING ES. THIS DESIGN CONFORMS ONFORMS WITH APPLICABLE PROVISIONS OF MDS (NATIONAL DESIGN BC LL 0.0 PSF HC ALPINE SPECIFICATION PCIF CATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 0 CONNECTORS ARE MADE OF 20GA AST" A6 53G 40 GAILY. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.LD 37.0 PSF SEQN - 14845 NN EACH FACE OF FaTRUSS, AND UNLESS OTHERWISE RLOCATED CATED ON THIS DESIGN, P OSIT11N C ONN"TRS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING RA I NG I N D ICAT E S ACCEPTANCE PROFESSIONAL OF, S I ONAL E,G I NEERING OR ::D�U�R.FAC.�l.2�5 �FR 0 M�BE Alpine Engineered Products,Inc. 5 COMPONENT DESIGN N SHOW OF R S AND USE F I RESPONSIBILITY SOLELY FOR THE TRUSS PONENT E G N. THE SUITABILITY N 1 0 THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER De C SPACING 24.0 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. L 5' ".Y,eplfi t%iKl (A0998—PLAN #1318 T3-H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.74 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 5.38 BC From 80 PLF at 5.38 to 80 PLF at 13.68 BC From 20 PLF at 13.68 to 20 PLF at 18.00 145X5= 141.5X4 III W3X5= W1.5X4 III 7 F 6-2-5 0-5-5 � �8 1- W3X5= W3X8 W3X5(A1) - W3X8 III �-2-0-0--J 0 5 2 I� 5-2-13 �I 4-9-3 I 4-0-0 I 3-6-4 -0I r II 5-2-13 1£ 8-9-3 3-6-4 015-12 10-0-0 I 8-0-0 —1 18-0-0 Over 2 Supports 'j R=1044 U=452 W=3.5" R=888 U=385 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.ba FL/-/6/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46123 BRACING. REFER TO NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u T INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO m• y C D L 7.Q P S F DATE 12120101 PE REORMIAS THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TUP CHORD SHALL HAVE PROPERLY ATTACHED •N••••••••'y STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ?" g�� p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 1 f (�S BC DL 10.0 PSF DRW HCUSR151 01354005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Z .42794 . p BUILD THE TRUSSES IN CONFORMANCE NITH TPI; OR FABRICATING. HANDLING, SNIPPING, INSTALLING AND y, Y'� y, B C L L 0.0 PSF HC-ENG /D R ALPINE BRACIdG OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7�i 1i7!( SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF jl< CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEE1, EXCEPT AS NOTED. APPLY CONNECTORS TO t TOT.L D. 37.0 P S F S E Q N - 1 4841 EACH FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERfkk �Ns} D U R.FAC. 1.25 FR0M B E OR AWINGS 160 A-Z. THE SEAL ON THIS OR AWING IN0ICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �r flaiiiEs City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER pec' ` SPACING S E E ABOVE FL Certificate ofAuthoiimtiion#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 T3-H2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.16 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS LJ360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 8.00 BC From 80 PLF at 8.00 to 80 PLF at 17.71 BC from 20 PLF at 17.71 to 20 PLF at 18.00 IA14X4= W3X5= W1.5X4 III nI U 7 (- 5-0-5 0-5-8 W3X5 W2X5(A1) W5X7(R) III L-2-0-0--J 01 < 5-�2 j 8-0-0 4-10-0 4-8-4 —1--1 8-0-0 9-6-433398-4 77 8-0-0 I 10-0-0 18-0-0 Over 2 Supports j R=975 U=412 W=3.5" R=1041 U=439 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.51 FL/-/6/-/E/-/- Scale —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING SHIPPING, INSTALLING AND BRACING. NEE ER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED' 81 TPI (TRUSS PLATE TC LL 20.0 PSF REF R151--46124 INSTITUTE, IIIITOFE. 583 D�0 KIER 10 D R., SUITE TE 200. MADISON,10 153719). FOR SAFETY PRACTICES PRIOR OR 1() 12120101 H U S, SS IS I OPE PERFORMING I FUNCTIONS. UNLESS LE OTHERWISE INDICATED, TOP CHORD SHALL AVE PROPERLY ATTACHED TC DL 7.0 PSF DATE STRUCTURAL PANELS' BOTTOM CHORD I.A(L)l HAVE I A PROPERLY ATTACHED RIGID CEILING "IMPORTANT— IMP ORTANT— I�RNISFI A COPY OF THIS HIS DE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED. BC DL 10.0 PSF DRW HCUSR151 01354006 PRODUCTS, RODUCTS, INC. SHALL NOTRESPONSIBLE BE RESPONSI BEE FOR ANY DEVIATION OF VIATION FROM THIS DESIGN: ANY FAILURE URE TO BUILD THE TRUSSES INCONFORMANCE WITH IPI; OR HANDLING, SHIPPING, AND BALPINE BRACIIGDFTRU SES, IN I5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF IDS (NATIONAL DESIGN C LL 0.0 PSF HC -ENG /DR SPECIFICATION PUBLISHED BY THE AMEICN FOREST ANO PAPER ASSOCIATION) AND TPI ALPINE CONNECTORS ARE MADE OF 20GASTM A653 R40 GALV' STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT LD. 37.0 PSF 148 43 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERipPs DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R FAC. 1.25 FROM BE Alpine Engineered Products Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS finines City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING SEE ABOVE FL Certificate of Audlorimtion#567 ANSI/TPI 11995 SECTION 2. 1 1 71 1,7,1 l (A0998-PLAN #1318 - T3-H4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 100 MPH WIND, 11.33 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x6 SP #1 Dense LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5,0 PSF, WEBS 2x4 SP #3 :W3 2x4 SP #2 N: WIND BC DL = 5.0 PSF. SPECIAL LOADS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 17.67 BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 6.09 W5X5= W1.5X4 10 BC From 80 PLF at 6.09 to 80 PLF at 17.52 7 BC From 20 PLF at 17.52 to 20 PLF at 18.00 (A) Ix4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. 7 F— W (A) W1.5X4 7-4-5 W3X5 W3X5(A1) W5X7(R) III L<-2-0-O—J 6-2-13 I 5-9-3 I 5-6-4 Oi5Y 8-4-7 9-1-13 3-33-%4 12-0-0 I 6-0-0 18-0-0 Over 2 Supports R=1046 U=464 W=3.5" R=1074 U=477 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a - FL/-/6/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF REF R151 46125 INSTITUTE, 583 D'ONOFRIO DR. SUITE - MADISON, 53719)6RI)FOR SAFETY PRACTICES PRIOR TO AL... TC DL 7.0 PSF DATE 12120101 PERFORM IMG THESE FUNCTIONS. N CIE 0 N S DR., 0 T2HOEORW I SE INDICATED, N D I C AWEID, TOP CH SHALL L HAVE PROPERLY AITAIHID S U U ESS P BOTTOM VE P 1, �E CEILING. URN COPY 0 THIS I, 'I N HE NS L ON —IMPORTANT F A C P ' TD I TAL AT CONTRACTOR. CTOR ALPINEENGINEERED B C D L 10.0 PSF D R W HCUSR151 01354007 IS' RESPONSIBLEFH1) ' PRODUCTS, INC. SHALL NET B E FOR AN DEVIATION FROM TH S DESIGN; YFAILURE EN I U Y I .... AN A R' TO 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING STALLL�N G AND BRACINGOF I USSES. THIS IG CONFORMS WIT APPLICABLE PROVISIONSNOS (NATIONAL DESIGN BC LL 0.0 PSF HC-ENG /DR R IS DES N H OF I ALPINE SPECIFICAT 1 0 PUBLISHED LISHE 0 BY THE AMERICAN N FOR C ST AND PAPER ER AS 5 OCIATION) AND TPI ALPINE OF N GR40 GALV STEEL EXCEPT AS NOTED AP ONNECTORS I TOT LD. 3 CONNECTORS ARE MADE OF OGA ASTM A653 - PL 0 7.0 PSF SEQN 14848 U SS, AN 2 1 is DESIGN, POSITION CONNECTORS NE�TC EACH FACE OF TR D UNLESS OTHERWISE LOCATED ON TH ESIG , OSITIO 0 C ORS PER fat 110 -2' THE SEAL ON THIS DRAWING 30DICATES ACCEPTANCE OF PROFESSIONAL R 0 F S AL ENGINEERING D U R FAC. 1.25 FROM BE Y E U 0 E 1 0 E I L Alpine Engineered Products,Inc. RRESAPOINGS 350 0TA So LEE FOR R TH BUILDING C MPONHENT DESIGN SHOWN. THE SUITABILITY USE OF THIS m s N SI City,FL 33844 COMPONENT FOR ANY PARTICULAR UILDING IS I RESPONSIBILITY OF TH BUILDING DESIGNER, PER Dec, FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. SPACING SEE ABOVE J (A0998-PLAN #1318 - T-4 GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: 100 MPH WIND, 9.26 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 10.71 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 54 PLF at 10.71 to 54 PLF at 13.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF BC From 20 PLF at 0.00 to 20 PLF at 11.00 THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, BC From 4 PLF at 11.00 to 4 PLF at 13.15 AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 W3X3 T2 T3 7 W 3 X 3 10-0-7 T 7 3 2-12 + 4.61+ W5X5 + 4.61 + W3X8 +8-1-2 W2X4(Al) W2X4(Al) --z� L--,-2-0-0 -5-6-0 �J L--2-0-O-J 5-6-0 5-6-0 5-6-0 E 5-6-0- fE 11-0-0 Over 3 Supports R=478 U=193 W=3.5" R=759 U=307 W=3.5" R=460 U=186 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale **WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AN T C L L 20.0 PSF REF R151- -46126 B AND RACING REFER T?ONH 10-91 (HANDLING INSTALLING BY TPI (TRUSS PLAT, A 1 5 1 ,).PUBLISHED INSTITUTE, 0 OFRIO DR SUITE 200. MAD 37 FOR SAFETY PRACTICES PRIOR 10 S. S I P SHALL PROPERLY T C D L 7.0 PSF DATE 12120101 PERFORMING THESE FUNCTIONS.DR., OTHERWISE INDSNI'ATED, TOP CHORD A HAVE E I A IAC MI IS ON U S C STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. F11 **IMPORTANT** ORTANT" BC DL 10.0 PSF DRW HCUSR151 01354008 IMP FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED IN,ERED PRODUCTS INC. SHALL NOT E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t IN M P N N I BUILD THE TRUSSES CONFBOR ANC WITH TPI; OR FABRICATING, HANDLIGSNIPPING,,) NSTALLING AND 1 .42 1 -ENG /DR ALPINE BRACING FIND S SE S THIS E WCONFORMS N 0 S F R APPLICABLE PROVISIONSF N 10 SIGN , I* BC LL 0.0 PSF HC BRAC 0 10 PUBLISHED B IS DES IG N Co F R M WIT" A P PAPER SS D S (NATIONAL DES SPECIFICATION UB ISHED Y THE AMERICAN FOREST AND A ER A OCIATION) AND TPI. I. ALPI N E 74 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS ORS TO 0F TOT LD. 37.0 PSF S E O N - 14828 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGNPOSITIONC0NNECTORPER DRAWINGS 160 A Z. THE SEAL N THIS DRAWING IN ICIIS ACCEPTANCE OF PROFESSIONAL ENGINEERING 96 RIV D U R.F AC. 1.25 1 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS flaines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec, FL Certificate of Audiorization#567 ANSI/TPI 1 1995 SECTION 2. 1 1 M SPACING SEE ABOVE (A0998-PLAN #1318 - T-5 GE • } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N :T2 2x4 SP #1 Dense: 100 MPH WIND, 11.50 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF, WEBS 2x4 SP #3 :W2 2x4 SP #1 Dense: :W7 2x4 SP #2 N: SEE DWGS S10015EN0699 & GBLLETINl0O1 FOR MORE REQUIREMENTS. SPECIAL LOADS + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TC From 54 PLF at -2.15 to 54 PLF at 5.50 TC From 114 PLF at 5.50 to 114 PLF at 17.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF TC From 54 PLF at 17.00 to 54 PLF at 17.29 THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, BC From 4 PLF at -2.15 to 4 PLF at 0.00 AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE BC From 20 PLF at 0,00 to 20 PLF at 10.71 CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL BC From 95 PLF at 10.71 to 95 PLF at 17.29 W4X4= CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W3X5�i —� 7 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W 3 X 3 SHIM ALL SUPPORTS TO SOLID BEARING. W3X5 7 F-- T2 0X3% W5X9(R) \\\ 8 7 W3X6 W2 5-3-9 W3X6 0� 0X8% W7 + W50— + —I 4.61 4.61 �— + + 8-1-2 + B3 + W2X4(A1) W5X7( 111 W3X8= + L--2-0 010-10-4 j (� 5-6-0 �j 2-7-4 _i. 2-9-0 2-3-12F 4-1-8 { r 5-6-0 r 5-2-8 T 2-5-8 T 4-1-8 L 13-2-0 _ _1— 4-1-8 f 5-6-0 T 5-2-8 T 6-7-0 _ 17-3-8 Over 3 Supports -J R=406 U-182 W=3,5" R=331 U=180 W=3.5" R=1847 U=825 W=3.5" Note: All Plates Are W1.5X4 Except As Shown, PLT TYP. Wave TPI-95 Design Criteria: TPI STD _ 19.5a FL/-/6/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -46127 BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED RY TPI (TRUSS PLATE JI INSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, XI 53719). FOR SAFETY PRACTICES PRIOR TO c PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTAC NEO . T C D L 7.Q P J F DATE 12120101 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED ��" B C D L 10.0 PSF D R W HCUSR151 01354009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO :• J ,w�(� BUILD THE TRUSSES IN CONFORMANCE PITH TPI; OR FADRICATIXG, HANDLING, $HIPPING, INSTALLING.AND TZi' B C L L Q.Q P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS KITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ CONNECTORSSPECIFICAT AR EON P MADE SOF020GABY TASTMHE MA653AGR40REST AND GALV. STEEL ASSOCEXCEPT ASON) AN NOTED. TAPPL YACO NNECTORS TO aF : T 0 T.L D. 37.0 PSF S E O N - 14835 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER /,�: DRAPINGS 160 A-Z. THE SEAL ON TSI$COMPONENT INDICATES ACCEPTANCE OF SPR OFF UITABILITY ENGINEERING �{�� D U R FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DES[GN SHOWN. THE SUITABILITY AND USE Of THIS t Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Dec SPACING S E E ABOVE FL Certificate of Authorization M567 ANSI/TPI 1-1995 SECTION 2. (AO998-PLAN #1318 - T-5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN MGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W4X4 7 W1.5X4 III W1.5X4 111 WH51?, 7 F- 8-0-8 3-7-1 10 n 10-1-2 W1.5X4 III X 5 W3X3 4.61 W3X3 8-1-2 W3X8 W2X5(Al) W1.5X4 III 2-0-0-;;-j 11-0-0 6-3-8 5-7-12 4-4-4 3-2-0 4-1-8 5-6-0 4-6-0 7-3-8 L,..;; 5-6-0 13-2-0 11-9-8 4-1-8 [< 17-3-8 Over 2 Supports R=780 U=348 W=3.5" R=619 U=261 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale =.3125" Ft. **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER T?OHIB-91 DR., INSTALLING PUBLISHED Y TP (TRUSS TC LL 20.0 PSF REF R151--46128 5 83 NOFRIO R., SO TE 200, MADISON, 37 . K INSTITUTE, 0 1 4) FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 12120101 PERFORMNG THESE FUNCTIONS. CTION S. ON LESS S OTHERWISE SE I NDIATED, T CHORD SHALL HAVE PROPERLY ATTACHED ......... I ES CHORD S 0 HAVE PR UP V R 11E .0 STRUCTURAL PANELS, 8 OTTO' CH 0 S HALL HA A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT* FURNISH A COPY OF THIS E 51 GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL T BE RESPONSIBLE HOFOR ANY DEVIATION FROM THIS DESIGN; AN FAILURE A I U I BC DL 10.0 PSF DRW HCUSR151 01354010 S No HE Y L R TO ALPINE BUILD THE TRUSSES IN CO NFOR ANCE WITH TPI; OR FABRICATING HANDLING, SHIPPING,, INSTALLING AND o 27 j* BC LL 0.0 PSF HC-ENG /DR BRACING G OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OfNDS (NATIONAL DESIGN ISIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. P1. ALPINE CONNECTORS ARE M ADE OF 20GA ASTM A653 GR40 GALVSTEEL EXCEPT AS NOT ED APPLY CONNECT ORS T O TOT LD". 37.0 PSF SEON 1 4853 EACH FACE 0F TRUSS, AND UNLESS OTHERWISE LOCATED ON DESIGN POSITION CONNECTORS PER DRAWINGS 16OAZ THE SEAL 0N THIS DRAWING INDICATES ACCEPTANCE OF ENGINEERINGAlpine Engineered Products,Inc. RESPONSIBILITY SoLEEY FOR THE TRUSSCOMPONENT SHOWN THE SUITABILITY AND USE OF THIS OUR FAC. 1.25 FROM BE llanaCIty -133 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OFSI NER, PER FLCatificateoX th #567ANSI/TPI1I995SECTION 2. D SPACING 24.0 (A0998-PLAN #1318 - T-5A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L1360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. SHIM ALL SUPPORTS TO SOLID BEARING. W 0 4 7 W1.5X4 III W1.5X4 III W3X5% 8-0-8 7 F- 3-7-10 10-1-2 W5X5= W1.5X4 III W3X3 —� 4.61 W3X3= 4.61 '11— W3X8= W1.5X4 III 8-1-2 W2X4(A1) LI-2-0-0 10-10-4 J 11-0-0 6-3-8 5-7-12 4-4-4 31E 3-2-0 I 4-1-8 5-6-0 4-6-0 T 7-3-8 13-2-0 I 4-1-8 5-6-0 1 11-9-8 fE 17-3-8 Over 3 Supports R=637 U=279 W=3.5" R=387 U=187 W=3.5" R=375 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19:5a FL/-/6/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND �— T C L L 20.0 P J F R E F R151-46129 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO T C D L 7.D P S F DATE 12120101 PERFORMING TN ESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .�pS� `/V��.{� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 _ B C D L 10,O P S F D R W HCU SR151 01354011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ^^ AA,, BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i7W ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _ B C L L 0.0 PSF HC-ENG /D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF By THE ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Y QF TOT.L D. 37.0 P S F S E Q N - 14857 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERj©�SQTT ORAWONGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ` .�,,,.• OUR.FAC. 1.25 F R 0 M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS Hames City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS INE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. DEC SPACING 24,0" (A0998-PLAN #1318 T-6 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2X4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.35" DUE TO LIVE LOAD AND SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. 0.18" DUE TO DEAD LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 W 3 X 3 W1.5X4 Ill W 3 X 3 --1 7 7 F- 6-2-5 W5X8 W3X3 4.75 4.75 W5X7 = 4.75 1 W1.5X4 Ill W3 5(Al) W1.5X4 Ill W1.5X4 Ill W3X5(Al) L-2-0-0--J 12-7-8 7-4-8 5-8-11 4-3-54-3-5 5-8-11 7-4-0 1 5�4-0 0 T31 7- 7-0-9 IE 10-0-0 1— 10-0-0 7-4-0 5-4-0 -- 7-4-0 20-0-0 Over 2 Supports R=868 U=460 W=3.5" R=732 U=310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 PSF REF R151--46130 BRACING. REFER TO HIB_91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IL TILLIE, 583 D'ONOFRIO DR. SUITE 200 MADISON, 0 W I , F�'. FOR SAFETY PRACTICES PRIOR OR TO "I S. ' SI HAVE 7.0 PSF PERFORMING THESE FUNCTION UNLESS OTHERWISE INDICATED, T3' CHORD SHALL AV PROPERLY ATTACHED TC DL DATE 12120101 S 0 HAVE PROPERLY 0 1 OP E G STRUCTURAL PANELS, BOTTOM CHORD SHALL L HA A R P ERLY ATTACHED RIGID D C ILIN C41 BC DL 10.0 PSF DRW HCUSR151 01354012 **IMPORTANT** FURNISH A CO 0 THIS E S1 G N TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED Mp Py F D CO E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION ON FROM THIS DESIGN; FOR: FAILURE TO 0 AN Y BUILD TKEFTRUSSESSIN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, G. ITAL I NG AND N 4 8 C L L 0.0 PSF -ENG /DR ISESI BRACING 0 TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS I NS OFPPDN (NATIONAL DESIGN HC E:Z ALPINE SPECIFICATION P EC IF ICAT I ON PUBLISHED UB L I SHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 14941 CONNECTORS ARE MADE OF 2 0 GA ASTM A6 5 3 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT LD. 37.0 PSF SEON EACH FAC E 0 F TR US S, AND U NLE SS OT HE R W ISE L 0 CAT E D ON THIS DESIGN, PO S ITION CONNECT ONS PER DRAWING S 160 A-Z. THE SEAL ON THIS DRAW I NO I NDICATES ACCEPTANCE OF PROFESSIONAL ENS I NEERING R DUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY 101 THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING 24.0" FL Certificate OfAuthorization#567 ANSI/TPI 1 1995 SECTION 2. 1 1 (A0998-PLAN #1318 - T-6GE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 10.57 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) SEE DWGS S10015EN0699 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -2.15 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 19.85 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TC From 54 PLF at 19.85 to 54 PLF at 22.15 BC From 4 PLF at -2.15 to 4 PLF at 0.00 SHIM ALL SUPPORTS TO SOLID BEARING. BC From 20 PLF at 0.00 to 20 PLF at 20.00 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. THE ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS.SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END.ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W04 7 F- W3X6 n n n W3X3 11 U U U -1 7 10-10-E-10-4 + + + W3X6 W5X9% W5X5= W5X5=- + W 3 X 3 4.75 4.75 + W 5 X 9 + + A, 8-1-2 W2 4(Al) W2X4(Al) L--2-0-0-j- 5-5-12 ;J. 4-6-4 3J, 4-6-4 L-2 0 O--J 10-0-0 -1- 10-0-0 7-4-0 1 54-0 - 1 - 7-4-0 20-0-0 Over 5 Supports R=438 U=234 W=3.5" R=578 U=249 W=3.5" R=889 U=382 W=3.5" R=418 U=282 W=3.5" R=581 U=250 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STP 1 5a FL/-/6/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING a4�- --46131 BRACING. REFER TO DR., INSTALLING AND BY TPI (TRUSS PLATE T C L L 20.0 PSF REF R151 INSTITUTE, I - 5 N FRIO R., SUITE MADISON, 37 OR SAO . 1L.. PNSTOT UT E. 83 D 0OTHERWISE200' 1 F SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 12120101 ERE RM I NG THESE FUNCTI 0 N S. UNLESS E SS INDICATED, TOP P CHORD SHALL HAVE PROPERLY ATTACHE[ STRUCTURAL TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG 1 1) CI (LING. **IMPORTANT** *I M P ORTANT_ FURNISH A COPY OF F 18IS DESIGN GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGJN'ERD BC DL 10.0 PSF D R W HCUSR151 01354013 PRODUCTS, INC. SHALL NOT HE RESPONSIBLE FOR ANY DEVIATION FROM THISBE SIGN; ANY FAIL ORE Td? 427$4 BUILD INE TRUSSES IN CONFORMANCE WIT HTPI; OR FABRICATING, HANDLING, SHIPPING,(NATIONAL INITAIIIN C A NL BRACINGOFTRUSSES. THIS DESIGN CONFORMS W TIM APPLICABLE PROVISIONS OF NOS NAT TO NAL OLS GN. BC LL 0.0 PSF HC-ENG /DR ALPINE SPECIFICATION PUBLISHED BY TME AMERICAN To RE S I AND PAPER ASSOCIATION) TATION) AND TPI. ALPINE D 37.0 PSF SEQN F IC V N Y CONNECTORS T TOT.L 14938 CONNECTORS ARE MADE OF 20GA ASTM A653 OR G L STEEL, EXCEPTAS DIED. APPLY" GA E H AC FACE OF TRUSS, AND UNLESS S S OTHERWISE LOCATED G N THIS ["I'M, POSITION IONCONNECTORS PER DRAWINGS NGS 1 60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE 0 F PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS DUR.FAC 1.25 — FROM KP Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 ANSIJTPI 1-1995 SECTION 2. rSPACING SEE ABOVE (A0998-PLAN #1318 - T7-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x4 SP #2 N ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 15.29 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BC From 20 PLF at 0.00 to 20 PLF at 15.29 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. TC 209 LB Conc. Load at 7.06, 9.06, 11.06, 13.06 BC 85 LB Conc. Load at 7.00 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 15 LB Conc. Load at 9.06, 11.06, 13.06 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W5X5= W1.5X4 III W3X8 n 7 U W1.5X4 7F-- 4-5-5 F-- 4-5-5 L--j 4-5-5 W5X7W5X8= W3X3 4.61 8-1-2-2 W3X6(Al) �2-0-O---J 3-11-6 3410 4-0-0 4-3-8 5-6-0 5-6-0 4-3-8 7-0-0 8-3-8 5-6-0 —I - 9-9-8 fE 15-3-8 Over 2 Supports R=1048 U=530 W=3.5" R=1170 U=550 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 1,9.5a FL/-/6/-/E/-/- Scale =.375" Ft. —WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND O0FRIO INDICATED, ... TC LL 20.0 PSF REF R151--46132 BRACING. - REFER T? H18-91 (HANDL�NG INSTALLING AND ORACING) PUBLISHEDBY TPI (TRUSS PLATE K INSTITUTE, 583DFUNCTION DR.' SO E 200, MADISONW15371;, FOR SAFETY PRACTICES PRIOR TO .... TC DL 7.0 PSF DATE 12120101PERFORMING THESE NS, UNLESS 0THERWISE IN I�ATED, TOP CHORD SHALL PROPERLY ATTACHED . .. STRUCTURAL PANELS,11. BOTTOMCd'R 'HALL Al A PROPERLY ATTACHED RIGID CEILING. 1q _IMPORTANT, FURNISH A COPOFINI, OFSION TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC DL 10.0 PSF D R W HCUSR151 01354014 PRODUCTS, INC* SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD I TRUSSES INCONFORMANCE F M OR A CE ITH TPI; OR FABRICATING, HANDLING, INSIALLINGSAND 4704 HE TRUSSES. SE S. COTN IS DESIGNCONFORMS N S P B I SOHFIPPNDINSG. L BC LL 0.0 PSF HC-ENG /DR ALPINE BRACING 0 FI H ESE GN CO FOR M WITH IT H APPLPICA LPROVISO S (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A65I(3: GNR4 U G AL V' STEEL, EL E X CEPT ASNOTED. APPLY ONNECTORS TO OF TOT.L D. 37.0 PSF SEON - 14934 EACH FACE OF F TRUSS, AND UNLESS 0 THER W I SE LOCATED ON THIS DESIGN, POSITION CONNECTORS NNECTCOR' PER I — DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 FROM BE Alpine Engineered Products,InC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Thine City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec FL Certifirate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. 1 SPACING 2 4.0 (A0998-PLAN #1318 - T8-H1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :131, B6 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.44" DUE TO LIVE LOAD AND 0.35" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. CALCULATED VERTICAL DEFLECTION IS 0.57" DUE TO LIVE LOAD AND 0.46" DUE TO DEAD LOAD AT X = 20-4-3. W5X7 = W3X5= W3X5 W5X5= W5X7 W W 3 X 8 W 3 X 8 3X8 3 W5X9 7 r- W3X5=— t --1 7 5 7-5 n W5X9(Fl) W5X7 143X5 = 9 B6 4 6 J��W6H 8-1-2 BI 4.61 4.75 W6X8 4.7 4.75 L W3X5 S IIIHS412 eW3 X 8(A I) WI.5X4 III W1.?5X 4 111 W6X6= W5X5=- 2-0-0_I W1.5X4 IIIW3X6 W1.5X4 111 1 2-0-0. F 20-4-3 2-1-10 14-7-13 5-7-12 3-4-4 5-8-1 5-6-6 3-7-15 _1_ 3-6-5 ;a 1 5-5-11 1 5-6-0 1 3-7-12 5-6-5 - I I - 55,&17162-4 1 k-11-1411-6-51 2-10-90 5-3-15 9-0-0 17-0-0 -1- 1'41-0-0 5-6-0 - 1 14-10-3 4-11-14 -11-1a 5-4-2 5 fE 35-0-0 Over 2 Supports R=1407 U=613 W=3.5" R=1407 U=608 W=3.5" PLT TYP. High Strength.Wave TPI-95 Design Criteria: TPI STD 19.5a FL 6 E Scale **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF REF R151--46133 BRACING. RACING- REFER T?DHI8-91 (HANDLING INSTALLING AND PUBLISHED BY TPI (TRUSS PLATE K - INSTITUTE, 583 D NOFRIO DR., SUITE 200, MADISON, 1 37 1 4). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE ED N CTION S. UNLESS ESS OTHERWISE INDICATED, TOP P CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSF DATE 12120101 SIR UC TORAL PANELS, BOTTOM CH ORD SHALL HAVE A PROPERLY ATTACHED RIGID DC E ILIN G. **IMP Co 0 I I N DL 10.0 PSF DRW HCUSR151 01354032 **IMPORTANT** FURNISH A COPY F THIS D S G TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE R ESP N BEE FOR AN DEVIATION N FROM THIS DESIGN; ANY F A I UR E TO S IN D M D SI G OR Y a 01 SHIPPING, ; , 1 42704 BUILD THE TRUSSES CONFORMANCE WITH TPI FA RICATIN , G INSTALLING AND L HANDLING, BC LL 0.0 PSF HC-ENG /DR '0 6 PP N BRACINGOFTRUSSES. r THIS DESIGN 0 NEON S WITH APPLICABLE I PROVISI NS Of NOS S (NATIONAL DESIGN ON ALPINE SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANDPPAPE R ASSOCIATION) AND T P I. ALPINE CONNECTORS 1 0 V PLY C 14928 AR E MADE OF 20GA ASTM A653 GR4 0 GAL STEEL, EXCEPT AS NOTED. A P CONNECTORS TO OF TOT LD. 37.0 PSF SEQN EACH FACE B F TRUSS. AND UNLESS S OTHERWISE LOCATE ON THIS DESIGN, POSITION CONNECTORS PER !0 N 16 Z. S FROM BE DRAWINGS 0 A THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R FAC. 1.25 Products,Me. RESPONSIBILIT SOLELYFOR THE TRUS W SUITABILITY A USE OF THIS Alpine Enginecied Y S COMPONENT DESIGN SHOWN. THE No Maines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR AR B UILD ING IS THE RESPONSIBILITY OF THE BUILDING LOING DE S IGNER, P ER Dec FL Certificate ofAuthorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0 (A0998-PLAN #1318 - T8-H2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :Bl, B6 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.38" DUE TO LIVE LOAD AND 0.31" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X7= W1.5X4 III W3X8= WI0X14 W3X5 9 5X4 III W3 -W q A!)1�p W1.5X4 *5X4 W 3 X 8 7 t W3X8 o- 7 W3X8 V 7 6-9-5 W5X7 145X5(R W5X9(F1) HS412 - WH5 BI 4.61 143X5 W3X8=-;—�- 4.75 w5X5 4.75 B 8-1-2 L W3X8(Al) W3X3= W3X6= 4.75 Wl.5X4 III W5X5 W5X7 ?-0-0 W1.5X4 III W1.5X4 III W1.5X4 III 2-3-10 � 20-3-10 14 285 610 L2 1 1 3-0-10_1� 4-8-1 1 4-6-5 1, 3-9-10 -1-3-0-10-I -1.,, 5-5-12 6- 5 0 -6 1 3-2-6- I - 4-6-5 ii.I WE 4-8-1 -11--14k--11--141 -2-8-12- 1 Wii 2-7-6- 1 - 5-4-0 - 11-02-0 13-0-0 11-0-0 1 5-6-0 1 14-10-2 711.14 _11.14 5-4-2 F 5-4-0 1 fE 35-0-0 Over 2 Supports R=1415 U=613 W=3.5" R=1415 U=608 W=3.5" PLT TYP. High Strength,Wave TPI-95 Design Criteria: TPI STD 19 FL/-/6/-/E/-/- Scale =.1875" Ft. -WARNING TRUSSES ES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 PSF REF R151--46134 BRACING. REFER I HIB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED Y TPI (TRUSS PLATE INSTITUTE, NST I TUT E 83 D SUITE 200, 0, MAD I S 0 W 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING 0 . 5 TO DR.. SS E D I N I DTC DL 7.0 PSF DATE 12120101 ERE RM I NG TH ES E FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ....... STRUCTURAL TR UC TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • _1 MPORTANT- FURNISH A COPY OF THE DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEFAILUREENGINEERED 10 0 PSF D R W HCUSR151 01354015 INC. S L B E RESPONSIBLE SEVE BC DL 10 0 PSF PRODUCT HAL I FOR A DEVIATION FROM T DESIGN ANY TO No NY OM HIS BU Si TRUSSES R SSE IN To MCWI 7 ILD THE 0 ' CONFORMANCE N THIS AN ' TIM TPI; OR FABRICATING,CAT�1.1MANDLING�SSNIPPING, LSANU m42 B C LL O.0 PSF HC-ENG /DR BRACING OF TRUSSES. TH DESIGN CON"RMS M S WITH APPLICABLE PR OV OF N DS (NATIONAL DESIGN=ATo PU NPSSP ALPINE SPECIFICAT N LISHED BYSTIH)E AMERCOA FOREST ANDPA ER A 1ATI010N) AND TPI. AL I NE 0 IC OC NE CONNECTORS ARE MADE OF 20GA ASTM A653 GR4 G GAL STEELER CEIT A NOTE APPL NECTORS TO ATE IF TOT.LD. 37 0 PSF S E Q N - 14931 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON TN IS ' P ITI'N CONNECTORS PER POSITION Q Q S S W DESIGN, b DRAWINGS 160 A-2 THE SEAL ON THIS ORA AWING INDICATES F P PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE OF AND USE G F THIS Hain City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C' FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. SPACING 24.0" "FMI 7-11 o"I 7"!l "l 1111; (A0998-PLAN #1318 - T8-H3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense :T2 2x4 SP #2 N: 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense :133, B4 2X4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :144 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.23" DUE TO LIVE LOAD AND 0.19" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 2x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 16d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X7= W3X5 =— W5X5 T2 W3X8 o - W w 7 --1 W3X5 - 7-11-5 (A) 7 7 B3 4.75 B4 W3X6= W5X7 4.61 4.75 L 0-0-0 +8-1-2 HS412 = W5X12 = ITT W50ffl) W1.5X4 III W3X5 f WI.5X4 III W5X7 12-0-0 X5.3 3-3_-15--� I-Q 5-7-12 7-4-4 7-2-7 —IL 9-91, 7-8- 1 1 1 5-6-0 7-7-12 1 - 7-2-7 -11-141 9-3-14 13-0-0 —1— 9-0-0 —11 7-8 1 5-6-0 14-10-3 -11-1a 7-4- 35-0-0 Over 2 Supports R=1421 U=609 W=3.5" R=1409 U=604 W=3.5" PLT TYP. High Strength.Wave TPI-95 Design Criteria: TPI STD 19 5a FL/-/6/-/E/-/- Scale =.1875" Ft. **WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING, SHIPPING, INSTALLING AND NO. REFER TO (HANDLING INSTAMADISON, LINGOANOWBRACING),' TC LL 20.0 PSF REF R151--46135 BRACT L PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D NOFRIO 0 R.' SUITE 200, ACT S N- 1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS S S OTHERWISE THER W IS E I N D TO ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ......... TC DL 7.0 PSF DATE 12120101 STRUCTURAL PANELS, BOTTOM CH OR 1) SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ILING. IR _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354016 PRODUCTS INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE E WITH TP 1; OR F AOR I CATING HANDLING,SSH SHIPPING, INSTALLING STA'LI NGSAND 142704 B C L L 0.0 PSF HC-ENG /DR E BRACING F TRUSSES. THIS DESIGN E IS NF U R M S WITH APPLICABLE PR OV IIOF NDS (NATIONAL OF I GN ALPINE SPECIFICATION PUBLISHED BY THESAMNRCIOC AN FOREST AND PAPER APER A SS OCIATSIOON) AND TPI. . AIL PI NE CONNECTORS ARE OF A653,GR40,GALV. STEEL EXCEPT NASPNOTED AP CONNECTORS To F/ TOT LD. 37.0 PSF SEON - 14915 74 MADE ASTM PLY EACH FACE F TRUSS, ANO UNLESS OTHERWISE LOCATED D ON THIS DESIGN, POSITION CONNECTORS TI)RIPER WI 16 FROM BE DRAWINGS 0 A_Z. THE SEAL EA1 0 N THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R C"SSTONAL ENOTNEERING U FIX D U R.FAC. 1.25 Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hanes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec FL Certificate of Authorization#567 ANSI1TPI 1-1995 SECTION 2. SPACING 2 4.0 (A0998-PLAN #1318 - TS-H4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :81 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 :W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD, CALCULATED HORIZONTAL DEFLECTION IS 0.27" DUE TO LIVE LOAD AND 0.22" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE SC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5= W5X5= W5X5 W6X6 W1.5X4 III W3X5 9-1-5 7 r- -1 7 W5 W5X14 kW3X8= W 5XB1 4.61 �8-1-2 W3X8(Al) W6X6= 141.5X4 III W5X7 2l o �l W1.5X4 III 21 0-0I W3X6(B1) 29-4-9 2-4-1 5-7-7 5-7-12 4-7-4 4-9-0 5-0-0 7-2-4 5-5-11 5-6-0 9-7-12 5-2-7 11 14 7-0-8 5-7-7 15-0-0 5-0-0 15-0-0 5-6-0 14-10-3 11-14 7-0-8 5 7 7 fE 35-0-0 Over 2 Supports J R=1415 U=597 W=3.5" R=1415 U=597 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5E FL/-/6/-/E/-/- Scale =.1875" Ft. —WARNING WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151-46136 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'ONOFft IO R. SUITE 200, MADISON, WI 53719), f0R SAFETY PRACTICES PRIOR TD M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'''S ,�. —IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� F•�j BC DL 10.0 PSF DRW HCUSR151 01354017 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �' 42704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING; INSTALLING AND f BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN � .. B C L L 0.0 P S F H C-ENG /D R SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A CONNECTORS ARE MADE OF By ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS To i,j TOT.L D. 3 7.0 P S F S E A N - 14 911 EACH FACE OF TRUSS, AND ONEESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.25 F R 0 M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS II31IIeS City,FL 33844 COMPONFNT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OFSIGNER, AER Dec • ^ FL Certificate ofAuthori7ation#567 ANSI/TPI 1-1995 sect ION 2. SPACING A C I N G 2 4,O �71,01nll -1,111,-�`uPl �'11�1 1 ,rl ,""'r " , -1 -11 - S�A —k�l �7`!�42 Y7�1 -�, �,xv (A0998-PLAN #1318 - T8-H5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 IN 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B1 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.26" DUE TO LIVE LOAD AND 0.21" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) Ix4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. W5X9(R) W5X5 W5X5 143 X 5 10-3-5 145X7Ir,- 7 (A) 7 W5X5 (A) W6X6 .75 W 1.5 X4 III BI 4.61 W5X7 143X5= W3X8= 4.75 0 +8-1-2 W3X8(A1) W5X5= 141.5X4 III W5X7 12-0-0 12-0-0 141.5X4 III WI.5X4 III W3X6(131) 29-4-8 0- —1— 5-7-8 - 1 5-7-12 5-1-4 1-9-0 4-4-0 1 7-2-4 1 5-5-12 1 - - �p 1 7-0-8 1 5-7-8 5-6-0 -2-6 0 1 5-10-12 LID k-11-14 17-0-0 —1-1— 17-0-0 5-6-0 14-10-2 II IT 7-0-8 1 5-7-8 ---35-0-0 Over 2 Supports R=1415 U=587 W=3.5" R=1415 U=587 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/-_ Scale =.1875" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 PSF REF R151--46137 BRACING. NEE ER If) H IB_91 (HANDLING NG INSTALLING AND BRACING), D B Y TPI (TRUSS PLATE I U 2 W , �).PUBLISHE Y INSTITUTE, 583 D'ONOFRIO DR. SUITE 00, MADISON, 1 37 FOR SAFETY PRACTICES PRIOR TO PERFORMING E R ORMING THESE FUNCTIONS. �tE SS OTHERWISE INDICATED CHORD SHALL HAVE PROPERLY ATTACHED . ...... TC DL 7.0 PSF DATE 12120101 RE D LL HAVE A PROPERLY INDICATED, RIGID CEILING. LING STRUCTURAL PANELS. BOTTOM CHORD SHA 'C 10.0 PSF DRW HCUSR151 01354018 **I ON 0 0, HIS E I N N "IMPORTANT" FURNISH A COPY T DESIGNTO THE INSTALLATION 0 CONTRACTOR. ALPINE ENGINEERED A BC DL PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR OR AN Y DEVIATION FROM R OMDESIGN; THIS DESIGN; AN YFAILURE FAILU RE TO 1 42704 )1 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDINI, SHIPPING. INSTALLING AND * ; BC LL 0.0 PSF HC- ENG / DR ALPINE BRACING Of TRUSSES. THISDESIN CONFORMS APPLICABL� PO1S10 , OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED B' THE AMERIAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE 01 20GA ASTM A153 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO F TOT.LD. 37.0 PSF SEQN - 149 06 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING DUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Maines City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D"C SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. i (A0998-PLAN #1316 - T-9 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :BI 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24' OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5x5 W3X5 W3X5 2 W3X5 10-6-13 W 5 X 7 --1 7 (A) W5X5 W6X6 F_ BI 4.61 W5X7= W3X5= W3X8=_ 8-1-2 W1.5X4 III W3X5(Al) W3X8(Al) i�r W5XI2 W1.5X4 111 20-0 26-6-0 P-6-0 5-7-12 5-10-4 ale 6-0-0 5-10-4 3-3-83-10 15-8-15 5-6-0 1 6-0-0 1 6-0-0 1 6-0-0 1 -3-0-0- I - 1 -8-16-6- 17-6-0 —1— 17-6-0 5-6-0 T 18-0-0 1 3-0-0 -1— 8-6-0 -35-0-0 Over 2 Supports R=1415 U=585 W=3.5" R=1415 U=585 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-ZE/-/- —Scale =.1875" Ft. **WARNING** TRUSSES RUSSES REQUIRE EXTREME XTREME CARE I N FABRICATION, ABRICATION, HANDLING, SHIPPING, INSTALLING AND K T C L L 2D.D PSF REF R151 - -46138 BRACING. ",ER T? HIB 91 (HANDLNG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 1) NOFRIO )R.' SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 PSFDATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING IR -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO B C D L 10.0 PSF DRW HCUSR151 01354019 BUILD THE TRUSSES R S I FOR MANCE WITH TPI; OR FABRICATING, HANDLING SHIPPING INSTALLING AND 0.42704 �C-ENG /DR ALPINE BRACING RAI I N'HOF TRUSSES. CONFORMANCE DESIGN N CO N FPRM S WITH H ARP P LICABL� PROVISIONS OF NOS SHIPPING, DESIGN IGN & BC LL 0.0 PSF SPECIFICATION 11 CATION P LISHED 0 THEAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TOT LD. 37.0 PSF PEC I F UB Y 5 V E E Y N 'WA OF S E O N - 14903 CONNECTORS ARE MADE OF 2OG A ASTM A6 3 G R40 GALY. STEEL EXCEPT AS NOTED. APPLY L CONNECTORS TO EACH H FACE OF TRUSS, AND UNLESS OTHERWISE TOE g W1 S E LOCATED CAT I D 0 N THIS DESIGN. I G N' P OSI T 10 N I ONNECTORS PER DRAWINGS G S IS INDICATES S I ZOR RA 160 A THE SEA 0 UTHDRAWING N D I CATES AC IPTA N CE 0 F PROFESSIONAL ONAL ENGINEERING D U R.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY ESPONSIBILITY ISO'LELY FOR THE TRUSS COMPONENT T DESIGN SHOWN.C THE SUITABILITY AND USE OF THIS I COMPONENT'FOR'ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER De c certificate 'tX FL =4 567 ANS I/TP 1-1995 SECTION 2 SPACING 24.0,, FL Haina Cfy-tholi33$44 z- 71 i±1 (A0998-PLAN #1318 - T-10 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2X4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :BI 2x4 SP #1 Dense: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. CALCULATED HORIZONTAL DEFLECTION IS 0.24" DUE TO LIVE LOAD AND 0.20" DUE TO DEAD LOAD. SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W5X5 W3X5t W3X5 o W3X5 10-6-13 W5X7 7 r 7 (A W5X5 W3X5= 3 X 8= W 6:X 6� Bi 4.61 W3X8(Al) W5X7 W1.5X4 III W1.5X4 III W5X12 W1.5X4 III W5X5 = W1.5X4 III W3X5(Al) 1.2-0-0_ W1.5X4 1111-2-0-0. 1 5-7-12 ;�1 5-10- 3m4 1 6-0- �;,0 1<- 5-10-4 3-3-8 1 3-10-7 4-5-13 3Pm<— L= 5-6-0 1 -6-0-0 1 6-0-0 - 1 6-0-0 1 -3-0-0- 1 - 8-6-0 L< 17-6-0 17-6-0 1 5-6-0 18-0-0 8-6-0 31 -35-0-0 Over 2 Supports R=1415 U=584 W=3.5" R=1415 U=586 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-_/6/-/E/-/- Scale =.1875" Ft. —WARNING— REQUIRE TRUSSES REQE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING REFER F ER TO H18_91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF REF R151--46139 INSTITUTE, 563 D'ONOFRIO DR.- SUITE 200, MADISON, .....). FOR SAFETY PRACTICES PRIOR TO TC DL 7.0 PSF DATE 12120101 PERFORMING THESE E FUNCTIONS. N CTION 5- UNLESS SS OTHER W I SE I NOIA'T'D, TOP CH 0 R, SHALL HAVE AV, PROPERLY ATTACHED ED P 8 P CH G E STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY PERLY ATTACHED RIGID CEILING. FLING �3 C DL 10.0 PSF DRW HCUSR151 01354020 **IMPORTANT** *I MPOR TAN T_ FURNISHA C a I Y OF F I'IS DESIGN SI'N TO THE INSTALLATION CONTRACTOR: ALPINE FAILUREE NGINEERED PRODUCTS INC. SHALL NOT B F .....)NS I RIF FOR ANY DEVIATION FROM THIS DESIGN; ANY TO 7" ALPINE THE IN CONFORMANCE o R A I OR F NG, HANDLING, I NGI PP N L G NO 42 1* 6 Cu LL 0.0 PSF HC-ENG /DR BUILD TRUSSES IFO I ICE WITH TPI; FABRICATING, �, INSTALLING �IA INA BRACING OF TRUSSES. THIS 5THED ESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION R ASSOCIATION) ON 1 ALPINE OF: I A EEL, EX PT AS NOTED. APPLYCONNECTORS TO TOT.LD. 37.0 PSF S E Q N - 14899 FACE S DESIGN, PS =A�tI EACH A,E,OF TRUSS. AND UNLESS OTHERWISE LOCATE' ON THIS DCE POSITION CONNECTORS R PUBLISHED BY AMERICAN FOREST AND PAP ER SSIATI ) AND P1. A PIN CONNECTORS S ARE MADE OF 20GA SIM A653 GR40 GALV. ST S 1) C US 0 PE DRAWI 60 A-1� THE SEAT ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOL ELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS OUR.FAC. 1.25 FROM BE Maines City,Fl, 33944 COMPONENT FOR A PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 4 567 ANSIPI1-1995 /T 19 9 ANY 5 SECTION 2. DeC SPACING 24.01, - t (A0998-PLAN #1318 - T-11A ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. OP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT OT CHORD 2x4 SP #1 Dense :B3, B4 2x4 SP #2 N: LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W4, W5 2x4 SP #2 N: WIND BC DL = 5.0 PSF. FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. PECIAL LOADS -----(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND C From 54 PLF at -2.15 to 54 PLF at 37.15 0.17" DUE TO DEAD LOAD. 'C From 4 PLF at -2.15 to 4 PLF at 0.00 'C From 20 PLF at 0.00 to 20 PLF at 35.00 SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. C From 4 PLF at 35.00 to 4 PLF at 37.15 LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. ,A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & LATERALLY BRACE BC ABOVE FILLER AT 24" OC. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. W5X5 IE CTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W3X5 W1.5X4 III (A) W5 7 r .0-6-13 � 7 W5 X7 W4 W5X7 S (A) W 6 X 6 W3X3= Wl.5X4 III B3 t- 8 1-2 W5X7 W3X8(A1) W1.5X4 III B4 W1.5X4 III W5X12 = W1.5X4 III 2I_ o o I J 4.61 4.61 W5X7 = W1.5X4 III2L D-DJ W3X6 (B1) 10-8-8 24-3-8 I< 5 7 12 5-7-8 � 6-2-12 _I, 4 8 4 �E 7-0-1 }F 5-9-11 _I ( 5_6_0 60 5-9-4 7 9 4 'T`3-0-0'� 7 1-13 i 5-9-11 17-6-0 _I_ 17-6-0 5-6-0 T 13-6-8 3-0-0 1 12-11-8 fF 35-0-0 Over 2 Supports j R=1415 U=667 W=3.5" R=1415 U=667 W=3.5" PLT TYP. Wave TPI-95 Design Criteria : TPI STD 19.5a _ FL 6 E - - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R 1 5 1- -46140 BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE Yi■ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • , C D L 7.O P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� ' ,1'�►,. BC DL 10.0 PSF DRW HCUSR151 01354021 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4zT� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _ •J� BC LL 0,0 P S F HC-ENG /D R ALPINE BRACING OFTRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN } SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE �� f CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A �O T.L D 37.0 P S F S E O N - 14897 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �y`}yR10P• ' �--- DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -•••9.•„•,.M.�✓' D UR FAC. 1.2 5 FROM BE Alpine Engineered products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. IHE SUITABILITY AND USE OF THIS E Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D ec SPACING S E E ABOVE FLCertificateofAuthorizationN567 ANSI/TPI 11995 SECTION z. (A0998-PLAN #1318 T-11 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.93 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #1 Dense: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.54 (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 80 PLF at 17.54 to 80 PLF at 29.92 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 29.92 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 W3X6 — DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. W1.5X4 III SHIM ALL SUPPORTS TO SOLID BEARING. LA ALLY BRACE BC ABOVE FILLER AT 24" OC. W3X5 W3X5 W3X5 W5X5 0 W 7 r � 10-6-13 W5X5 (A) 7 (B) W3X5 W8 W5X5 —' W3X2-0-0 4.61 4.61 W1.5X4 III 8-1-2 W3X5(A1) W3X5 = B3 W3X3= W3X5 Q2-o-off W5X5= W3X5(Al)wl .5X4 III _I ( z� o� 17-2-4 11-0-0 24-0-0 2 2-11 IE 5-7-12 _1�-= _1_3-4-13 31E 6-2-12 6-3-11 _1_3-3-1531E 7-10-7 �J 5-6-0 T P-4-7 1F3-4-13 1 5-9-4 T 10-1-1 1 7-10-7 fE17-6-0 17-6-0 f 5-6-0 T 11-6-8 T 17-11-8 LE 35-0-0 Over 3 Supports =j R=710 U=449 W=3.5" R=1867 U=880 W=3.5" R=997 U=608 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a _— FL/-/6/-/E/-/- Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND C L L 20.0 P S F R E F R151-46141 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 DG NOFRIO DR., SOI TE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESEFUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED GA• TC D L 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01354022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN: AN FAILURE TO ❑ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, 1NSTALLING AND o.42704 4 C L L O,0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �' SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 1 S CONNECTORS ARE MADE OF 2UGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO � A OF d T O T.L D. 3 7.0 P S F S E Q N - 14885 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S,� Ap►Jr DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING 1��R�V••• 0 L)R FAC. 1 2 5 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS '•••'•f ► Haines City,FL 33844 CONPONE NT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING OF$IGNER, PER D e C SPACING S E E ABOVE FL Certificate of AuthorizationN567 ANSI/TPI 11995 SECTION 2. (A0998-PLAN #1318 - T11-H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 11.95 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W7 2x4 SP #1 Dense: WIND BC DL = 5.0 PSF. :W8, W9 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.00 to 54 PLF at 37.00 (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 4 PLF at -2.00 to 4 PLF at 0.00 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 0.00 to 20 PLF at 17.49 BC From 80 PLF at 17.49 to 80 PLF at 27.62 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC From 20 PLF at 27.62 to 20 PLF at 35,00 BC From 4 PLF at 35.00 to 4 PLF at 37.00 SHIM ALL SUPPORTS TO SOLID BEARING. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X5 = W3X5 = W5X5 W3X5 W3X5 W1.5X4 III W 8-6-5 7 r (A) W (A) 7 W8 W3X5 = Wl.5X4 III 4.61 2-0-0 4.61 L W3X5 W3H8- B3 8 1-2 W3X3= Wl.5X4 III W3X5 W5X5 W3X3= W3X3= W3X5(Al)L2-D-0� 17-2-4 —I2� o 11-0-0 24-0-0 5-7-12 1 4-1-4 14-3-0 _1 3- 2-4 3-9-12 _1_ 6-9-3 1 7-2-13 J 5-6-0 4-3-0 WJE 4-4-12 12-10-12- L I 10-8-11 �rF 7-2-13 a 1� 14-0-0 _1_ 7-0-0 _1_ 14-0-0 �J f 5-6-0 T 11-6-8 T 17-11-8 1 IE 35-0-0 Over 3 Supports J R=703 U=401 W=3.5" R=1820 U=827 W=3.5" R=899 U=537 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale —WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46142 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D-ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO /A{� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ' T C D L 7.0 P S F DATE 1 2/2 0/0 1 7� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .G � **IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �.� B C D L 1 0,0 P S F D R W HCUSR151 01354 023 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE YO M BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG /D R A L P I N E BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE I F �. TOT.L D. 37.0 P S F S E O N - 14870 CONNECTORS ARE MADE OF 20GA ASTM A153 GR40 GA LV STEEL., EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OFSIGN, POSITION CONNECTORS PER w �i p R DRAWINGS 16 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS � Maines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec SPACING S E E ABOVE FL Certificate of Authorization#567 1 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - T11-H2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 12.49 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N :B3 2x6 SP #2 N: ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 :W7, W8, W9 2x4 SP #2 N: FILLER 2x4 SP #2 N ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. SPECIAL LOADS SEE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -2.15 to 54 PLF at 37.15 (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. BC From 4 PLF at -2.15 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 17.33 (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & BC From 80 PLF at 17.33 to 80 PLF at 26.62 GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. BC From 20 PLF at 26.62 to 20 PLF at 35.00 BC From 4 PLF at 35.00 to 4 PLF at 37.15 W1.5X4 III DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. LATERALLY BRACE BC AT 24" OC IN LIEU OF RIGID CEILING. SHIM ALL SUPPORTS TO SOLID BEARING. LATERALLY BRACE BC ABOVE FILLER AT 24" OC. W5X7= W5X7 = W3X5 % W7 W5X5% 7r- (B) -, 7 9-8-5 (B) W9 W3X5 = W8 W1.5X4 IIIW5X5 J 4.61 2-0-0 4.61 `' 8-1-2 W3X5(Al) W3X3= B3 W3X5 = W5X5= 17-2-4 W1.5X4 5X4 III WN5= W3X3= W3X5(Al) 2 LE-o o�F _I L 2-0-0 11-0-0 2- 1 9.12 24-0-0 5 7 12 _ 5-1-4 1 5-3-0 1 7-9-3 1 8 2-13 ( 5-6-0 T 5 3 0 �rE 5-4-120 10 _ 9-8-11 8-2-13 16-0-0 _1,3 6-O 16-0-0 J 5-6-0 T 11-6-8 17-11-8 fE 35-0-0 Over 3 Supports J R=717 U=434 W=3.5" R=1792 U=831 W=3.5" R=879 U=584 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.51 FL/-/6Z-/E/-/- Scale **WARNING`* TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151- -46143 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED , TC DL 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • �: B C D L 10.0 P S F D R W HCUSR151 01354 024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I."4 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO �1`, '� _* B C L L 0.0 P S F FIC -ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV iSIONS OF NDS (NATIONAL DESIGN 7C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S A� QF''� ' TOT.LD. 37.0 P S F S E A N - 14875 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �y��in% DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �•.�.�...'�� D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Hautes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec t SPACING S E E ABOVE FL Certificate ofAuthorizatron#567 ANSI/TPI 11995 SECTION 2. A I .,1 (A0998-PLAN #1318 - M-1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SPECIAL LOADS BOT CHORD 2x6 SP #2 N ------ (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS 2x4 SP #3 TC From 54 PLF at -2.15 to 54 PLF at 4.00 BC From 4 PLF at -2.15 to 4 PLF at 0.00 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BC From 20 PLF at 0.00 to 20 PLF at 4.00 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. TC 32 LB Conc. Load at 3.38 BC 407 LB Conc. Load at 2.06 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BC 33 LB Conc. Load at 3.38 HANGER= SIMPSON'S HUS26 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III W4X4 7 F—A jU rnuA 2 3-15 2-3-15 8-1-2 W1.5X4 III W2X4(A1) W1.5X4 III L-2-0-0---J —3-4-8- 0-7-8 (, 3-4-8 _I I �-4-0-0 Over 2 Supports =341 U=180 R=547 U=320 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5a FL/-/6/-/E/-/- Scale -WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151- -46144 BRACING, REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE Z00, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO Rte' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INOICATED, TOP CHURD SHALL HAVE PROPERLY ATTACHED --�y TC DL 7.0 P S F DATE 1 2-120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '��'f�Fl �► "IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��• .rte�� QC DL 10.0 PSF DRW HCUSRI51 01354025 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o'42704 i B C L L 0.0 P S F H C E N G /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISi ONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF 1-0 T.L D. 37.0 P S F S E Q N - 14945 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS OF SIGN, POSITION CONNECTORS PER DRAWINGS 16D A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �yh R.OPV' D U R.FAC. 1.2 5 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS - Ilames City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D eC SPACING 2 4. FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 4'HJ T2 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. THE FOLLOWING TRUSSES NEED CONCENTRATED LOADS AT THE END OF SUB-FASCIA BEAM ASSUMPTIONS: 5-5-8 SUB-FASCIA BEAM ON THE 0-0-8 THEIR OVERHANGS: 3-4-0 SPAN/SETBACK MEMBER ON THE 0-0-8 CANT CANTILEVER SIDE. 5-5-8 SUB-FASCIA BEAM ON THE 0-0-8 CANTILEVER SIDE REQUIRES 48 LBS AND THE 3-4-0 SPAN/SETBACK MEMBER ON THE SIDE. 0-0-8 CANT SIDE REQUIRES 48 LBS, HIPJACK SUPPORTS 3-4-0 SETBACK JACKS W/VERT OVER BEARING ONLY. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 10 0-15 4.95 F— R=17 U=180 2 3-10 2-3-10 8-1-2 R=31 U=180 0-0-1 ri W2X4(A1) --2-10-11 ��E 4-9-4 �I 4-8-8 Over 3 Supports R=332 U=485 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5 FL/-/6/-/E/-/- Scale =.375" Ft. -WARNING" TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -46145 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). POHL]SLED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •`'� *'IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •• � �:`Ip BC DL 10.0 PSF DRW HCUSR151 01354033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO t4 R C L L O,O P S F H C-ENG /D R A L P I N E BRACING OF TRUSSES. THIS DtSIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR4G GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S'r�;ATE QG TOT.L D. 37.0 P S F S E Q N - 44663 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER All e DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "lM R'f D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ^� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER p e C �. S P A C I N G S E E ABOVE FL Certificate of Authorization#567 ANSI/IPI 1 1995 SECTION 2. (A0998-PLAN #1318 3'CJ T2 2L,2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. 9-10-6 T V F— R=24 2-1-5 2-1-5 8-1-2 R=16 U=180 W2X4(Al) L--- 2-0-0 -'- 3-0-12---:,J 3 070 Over 3 Supports R=302 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD __18.2f3 FL/-/6/-/E/-/- Scale =.375" Ft. `WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151- -46146 *BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON OFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ......... T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ' F *'IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (► �� BC DL 10.0 PSF DRW HCUSR151 01354027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ;�2',J4L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND / ..* _. - B C L L 0.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE QF # TOT.L D. 3 7.0 P S F S E A N - 84331 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO SA c EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t�R�r • DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �...w O U R.FAC. 1.2 5 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines city,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0998-PLAN #1318 - l'CJ T2 2L,2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d COMMON TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d COMMON TOE-NAILS AT BOTTOM CHORD. 7 -T 8-8-6 � 0-11-5 + 0-11-5 __AZT8-1-2 W2X4(A1) �-- 2 0-O ;;-11-0--12 1-0-0 Oveer_3 Supports R=398 U=300 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f'3 __ FL/-/6/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOU IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND TC LL 20 0 P S F R E F R151- -46147 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Nt 53719), FOR SAFETY PRACTICES PRIOR TO m PERFORMING TME SE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • • �'• i **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t••• �� g(, DL 10.0 PSF DRW HCUSR151 01354028 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 0�43704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING ANO 1 _* BC LL 0.0 P S F HC-ENG /D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGNY7C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE $TAPE OF CONNECTORS ARE MAGE OF 2OGA ASTM A653 G 4 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO .. %�� T 0 T.L D. 37.0 P S F S E Q N - 8 4336 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��/ ��i�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING OUR D U R.FAC. 1.25 F ROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ilaina City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER D e C 2 SPACING 2 4.0 11FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0998 PLAN #1318 - 7'HJ T7-H1 D45) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL 5.0 PSF. WEBS 2x4 SP #3 HIPJACK SUPPORTS 6-11-7 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. W3X5 12-2-10 R=70 U=300 W 3 X 5 2 5-8 4.98 1- 10-0-15 W5X5 W6X6= R=460 —� 3.26 W1.5X4 III gk.8-1-2 0-0-1 + W2X4(A1) LI -2-9-15 �E 9-11-12 ,J 7-8-9 2-1-7 LE�— 9-10-0 Over 3 Supports R=498 U=450 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2 - _ FL 6 E Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--46148 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERE ORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HA4E PROPERLY ATTACHED }��`, T C D L 7.0 P S F DATE 12120101 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. atff�aTi **IMPORTANT * FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j Y.i :�j BG DL 10.0 P S F D R W HCUSR151 01353024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO j 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SHIPPING. INSTALLING AND _.* 12 C LL 0.0 P S F HC-ENG MRM/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUNLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND IP1. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A6S3 GR40 GALY. STEEL, EXCEPT AS NOTED, APPLY CONNECTORS TO ,•ri1iF p TOT.L D. 37.0 P S F S E A N - 84339 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �..w� D U R.FAC. 1.25 F ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �i� Ilalnes City,FL 33W COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e c [SPAC I NG S E E ABOVE FL Certificate of Authorization#567 ANSI7TPI 1-1995 SECTION 2. ._ (A0998-PLAN #1318 7'EJ T7-H1 EJ ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. BOT CHORD 2x4 SP #2 N WEBS 2x4 SP #3 DEFLECTION MEETS L1360 LIVE AND L1240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. W1.5X4 III12-2 6 R=209 2-5-5 7 F- 4-5-5 10-1-2 R=15 U=180 W5X5 --� 4.61 8-1-2 W 2 X 4(A 1) LI-2-0-0 _IE 7-0-12 _I 5-6-0 +1-6-0� 5-6-0 1-6-0 �7-0-0 Over 3 Supports—� R=414 U=310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD i8.2f3 FL/-/6/-/E/-/- Scale =.375" Ft. 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND '—_ TC LL 20.0 P S F R E F R151 - -46149 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED • TC DL 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C•••A•••FI!S,w• _IMPORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s(}. - f'�.ijy B� DL 10,0 PSF DRW HCUSR151 01354029 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO v BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 •y 8 O L L 0.0 P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. TN IS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO �,/+ QF �T 0 T.L D. 3 7.0 P S F S E Q N - 84342 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Off1 .! 1. D U R.FAC. 1.25 F R O M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ytil�' Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C � SPACING 2 4.0 FLCertificateofAuthorizetionH567 ANSI/TPI 11995 SECTION 2. e 11 I I s ll '1 (A0998-PLAN #1318 - 5'CJ T7-H1 2L,2R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SHIM ALL SUPPORTS TO SOLID BEARING. 11-0 6 R=97 1-5-10 7 r 9-11-1 3-3-5 R=43 U=180 —J 4.61 �W22X4(Al) �� L-- 2-0-0 J-- 5-0-12 5-0-0 -5-0-0 Over 3 Supports R=351 U=300 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18 .2f3 FL/-/6/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--46150 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON. WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHE0.WISE INOtGATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� TC D L 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r �'� BC DL 10.0 PSF DRW HCUSR151 01354030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO �7�,�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANDS B C L L 0.0 P S F H C-ENG /D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROYISIONS OF NDS (NAT ION AI DESIGN SPECIFICATION PUBLISHED BY 7HE AMERICAN EOR EST AND PAPER ASSOCIATION) AND TPI. ALPINE i CONNECTORS ARE MADE OF 20GA AS A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO tTATI?aF TOT.L D. 3 7.0 P S F S E O N - 84345 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ON THIS DESIGN, POSITION CONNECTORS PER 4'A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O R11D D U R.FAC. 1.2 5 �FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE GE THIS 1laines City,FL 33544 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C SPACING 2 4.0"0" FLCedifiCateofAuthorization#567 ANSIITPi 1 1995 SECTION 2. (A0998-PLAN #1318 - 3'CJ T7-H1 1L,1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. BOT CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 4.0 PSF. T9-10-6 7 1-0-13R=24 2 1-5 +9-1-13 R=16 U=180 J 4.61 8-1-2 W2X4(A1) L---2-0-0--1 3-0-12--� 3-0-0 3-0-0 Over 3 Supports R=302 U=280 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD __ 18.2f3 FL/-/6/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151- -46151 *BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE _ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED I T C D L 7.0 P S F DATE 12/20/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �G { �0-. B C D L 10.0 P S F D R W HCUSR151 01354031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 9Z7Q�4 B C L L 0.O P S F HC-ENG /D R ALPINE BRACING OF TRUSSES. 7H 1.5 DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TATE OF T 0 T.L D. 37.0 P S F S E Q N - 84348 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •I A DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL IN +.�0 R�' D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines Cityjl- 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D e C SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (A0998-PLAN #1318 - 1'CJ T7-H1 1L,1R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, TOP CHORD 2x4 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 2x4 SP #2 N SHIM ALL SUPPORTS TO SOLID BEARING. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. PROVIDE (3) 16d COMMON TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d COMMON TOE-NAILS AT BOTTOM CHORD. 7 f— –i 0-8-1 �8-8-6 �8-4-10 0 11-5 8-1-2 J- 4.61 W2X4(A1) 1-0-12 n 1-0-0 Ove_Supports R=398 U=320 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18. 2f"3 _ FL/-/6/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDO IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--46152 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. q T C D L 7.0 P S F DATE 12120101 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED r. STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �• =�s�• w **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 1 0.0 P S F D R W HCD$R151 D1354026 PRODUCTS, INC. SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4 ��..yy �/{��Q:.�� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND CY.R(L7y4r B C L L 0.0 P S F H C-ENG /D R ALPINE BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �X� CONNECTORSON AR EPMADES OF 20GATASTMHE AMERICAN A653 AGR40REST GALV. STEELERA SSEXCEPTIASINOTEDND TPI.A P PLYALPINE C ONNECT ORS TO r Tt�1T TOT.LD. 37.0 P S F S E A N - 84351 EACH FACE OF TRUSS, AND UNLESS OTHERWISE L0CAPEO ON THIS DESIGN, POSITION CONNECTORS PER ¢R,OAjd`� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGY•F� t�"-.jti D U R.FAC. 1.25 F R 0 M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOMN. HE SUITABILITY AND USE OF THIS M� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Dec � SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 't" BRACE * (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE •* (1) 2X6 "L" BRACE * (2) 2X6 't" BRACE •• GABLE VERTICAL NO E- SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r1 2 4' 3" 7' 3" 7' 6" 8' 7" 8' 10" 10' 3" 10" 7" 13' 7" 13' 11" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: lJ SPF #3 4' 1" 6' 6" 6' 6" 8' 7" 8' 7" 10' 3" 10' 3" 13' 5" 13' 5" 14' 0" 14' 0" GROUP A: HF STUD 4' 1" 6' 6" 6' 6"' 8' 7' 8' 7" 10' 3" 10' 3" 13' 4" 13' 4" 14' 0"' 14' 0" SPRUCE-PINE-FIR HEM-FIR W o STANDARD 4' 1" 5' 7" 5' 7" 7' 4" 7' 4" 9' 11" 9' 11" 11' 6" 11' 6" 14' 0" 14' 0" 1 1 2 STANDARD2 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1 13' 7" 14' 0" 14' 0" 14' 0" 1 #3 1 STUD I EA#, li7A_lDARD SP #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 1 14' 0" I4 -11 #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 1 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 4' 4" 6' 7" 6' 7" 8' 7" 8' 9" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" 3 #3 STUD STUD STANDARD 4' 3" 5' 8" 5' 8" 7' 6" 7' 6" 10' 1" 10' 1" 11' 9" 11' 9" 14' 0" 14' 0" STANDARD STANDARD �-+ 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" E- SPF #3 4' 8" 8' 0" 8' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" fy, y HF STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: w ® STANDARD 4' 8" 6' 10" 6' 10" 9' 0" 9' 0" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" 1 5' 3" 8' 4" 9' 0" 9' 11" 10' 6" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 2 5' 2" 8' 4" 9" 0" 9' 11" 10' 8" 1 & BTR S P # 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W Q 3 4' 11" 8' 2" 8' 2" 9' 11" 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" DFLSTUD 4' 11" 8' 1" 1 8' 1" 9' ill, 10' 5" 11' 9" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 10" 7' 0" 7' 0" 9' 3" 9' 3" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" z 2 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" SPF 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" - 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" Q STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5' 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' o"' GABLE TRUSS DETAIL NOTES: 1 5' 10" 9' 2" 9' 11" 10" 10" 11' 9" 13' 0" 14' 0" 14' 0"' 14' 0" 14' 0" 14' 0"' S P #2 5' 9" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 6" 9' 2" 9' 6" 10" 10" 11' 5" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPUFT CONNECTIONS FOR 90 PLF OVER DFL STUD 5' 6" 9' 2" 9' 4" 1 10' 10" 11' 5" 13 0" 13' 8'" 14' 0" 14' 0" 14' 0" 14' 0"' CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 5' 4" 8' 1" 8' 1" 10" 8" 10' 8'" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' O" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 2X4 #2N OR BETTER * FOR (I) "L" BRACE: SPACE NAZIS AT 2" O.C. IN 16" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + ZONES- **FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18"' * IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT + "L" BRACING MUST BE A MINIMUM OF 60% OF WEB DIAGONAL BRACE FOR 6101+ BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, #3 OR BETTER DIAGONAL VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE 18 * LESS THAN 4' 0" 1X4 OR 2X3 GREATER THAN 4' 0", BUT IN TABLE ABOVE. OR DOUBLE CUT 1 + + + LESS THAN 11' 8" 2X4 (AS SHOWN) AT GREATER THAN 11' 6" _I 2.5X4 UPPER END. ONTINUOUS BEARIN + REFER TO COMMON TRUSS DESIGN FOR ' PEAK, SPLICE, AND HEEL PLATES. CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. THIS DRAWING REPLACES DRAWING 510015E ■-WARNING■x TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC-GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUS S PLATE FO SAFETY PRACTICES PRIOR TO INSTITUTE P RFORMING T ESED FDUNCTIONS .SUITE200UNLESSIOOTHERWISE I DWI, )ICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ■■IMPORTANT*• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .� "•• '• •� DRWG S10015EN0699ENGINERE FROM ALPINE DESIGN;ANY FAIILLURES TONC.BUILDA THE LL OTRUSSESE INONSIBLE CONFORMANCE WITHFOANY ;VIATION TPI; OR FABRICATIING, —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE *• AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF �tA'f� OF TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL . 4 ,ORtaA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE •.*«� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE A` ,SPACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec �, 1 2x6 'I" GABLE DETAIL REINFORCING ,I, GABLE VERTICAL PLATE SIZES MEMBER A90UiT + FOR LET-IN VERTICALS zx4 VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS S]'LE OVERLAP* I MEMBER LESS THAN 4' 0" JIX4 OR 2X3 1 2X8 GREATER THAN 4' 0", BUT 214 1 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 Q REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. • IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM 'T." TO "T" REINFORCING MEMBERS, SINGLE PLATE TO SPAN THE WEB. MULTIPLY "T" FACTOR BY LENGTH (BASED ON GABLE VERTICAL SPECIES, GRADE AND SPACING) FOR (1) EXAMPLE: 2*2X4 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VERTICAL + 2X8GABLE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TMP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "T" REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10 % 10 % + 15 FT 2x6 40 7. 50 % 110 MPH 2x4 10 10 % 30 FT 2x6 50 7. 50 % 100 MPH 2x4 10 7 10 7 15 FT I 2x6 30 % 50 % 100 MPH 2x4 10 7 10 % 30 FT 2x6 40 % 40 % + + 90 MPH 2x4 20 % 10 % PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON 15 FT 2x6 20 % 40 % RIGID SHEATHING THE ENGINEERED TRUSS DESIGN. 90 MPH 2x4 10 7 10 7 4 TOENAILS ATTACH EACH 'T" REINFORCING MEMBER WITH 30 FT 2x6 30 7 50 % 7. HAND DRIVEN NABS: 80 MPH 2x4 10 % 20 15 FT 2x6 10 % 30 % lOd COMMON TOENAILS AT 4" O.C. PLUS (4) 16d REINFORCING T COMMON TOENAILS IN TOP AND BOTTOM CHORD. 80 MPH 2x4 20 7. 10 MEMBER GUN DRIVEN NAILS — 0.131" X 3": 30 FT 2x6 20 % 40 % TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP 70 MPH 2x! 0 7 20 % AND BOTTOM CHORD. 15 FT 2x6 0 7 20 % 70 MPH 2x4 10 7 20 % GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 7 30 % TRUSS SPACED AT 4' O.C. GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. EXAMPLE_ ASCE GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A11015ENO699, A10015EN0699, A09015ENO699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030EN0699, A1003OENO699, A09030EN0699, A08030ENO699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015ENO699, S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030EN0699, S1003OENO699, S0903OEN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILS SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 1.10 x 6' 7" = 7' 3" VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 ■-WARNING.■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF LET-IN VERT INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, • DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL s+•'F'' HAVE A PROPERLY ATTACHED RIGID CEILING. -IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINEA DRWG GBLLETIN0699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, r 7 : -ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA _ ST_ E O1F TOT, LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF s ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O iO �� `•. POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ,h•••••:.:1Q ANY ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE �� SUITABILITY AND USE DF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE AX SPACING 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Dec 20 TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 t ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 +++ 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE 48" OC MAXIMUM. OR 3X6 TRULOX t 4 * 8/12 MAXIMUM PITCH. ** 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. +++ 6-0-0 TYP. *** *** 6'0" MAXIMUM HEIGHT. t W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS t 4 �* DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. t 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE 4 ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL 4 t TOP CHORD FILLER DETAIL ++ 4 t PIGGYBACK PLATE ** OR 3X6 TRULOX 4 4 t t 4 tt +++ 6-0-0 6-0-0 YP. TYP. ** TYP. + 12 tt + 12�* t �* t 4 4 + + t t 4 4 THIS DRAWING REPLACES DRAWING 884,080 .■WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL MAX 30 PSF REF TC—FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. L MAX 10 PSF DRWG TCFILLER0699 ..IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS �•••• ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, •• ( 0 PSF —ENG SJP/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE *• 1�'�". LD. MAX 55 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE O s ALPINE ENGINEERED PROOMTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL S,.(�� !' FAC. 1.15 OR 1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE at A RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. I;fc 20 Af.� GING 24.0' BOTTOM CHORD FILLER DETAIL * OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (1X3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. ++ 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")X1.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS (**) FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM ** REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1.60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095 1.5" X 3.5" 9 8 7 7 6 SPRUCE-PINE-FIR 2231# 1192 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791 1.5" X 3.5" 12 11 10 9 8 SOUTHERN PINE 2966# 1492 1.5" X 3.5" 10 9 8 8 7 SOUTHERN PINE NON-DENSE 2520 1343 1.5" X 3.5 9 8 7 7 6 ** ** A 4 ++ 9.5" MAX 3X8 TRULOX ** �-- 18 3X12 TRULOX MAX I 4 ';Z3 * ** (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OR WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/R & 884,132 ■*WARNING*- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF BC FILLER INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED FOR SAFETY PRACTICES PRIOR TOUTEPERFORMING TBY TI (TRUSS PLATE INSTIT , 583OHESEO FUNCT OINS. 200UNLESSI❑OTHERWI E I D)ICATED, DL - PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL DL 10.0 PSF DRWG BCFILLER0699 HAVE A PROPERLY ATTACHED RIGID CEILING. =�� ••• *x IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE •J+ ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS p 1, - PSF -ENG DLJ/KAR ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, t HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE /� + "�7, J��. PSFAMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA y S•rAYC, OF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL QRl. .1'A0.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE a ACING 24.0' RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. DeC 2 BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF, 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (LE. 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL, 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 1 CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0,131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4, TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING, FILLER BC � + � ++ 4' 0" OC MAX. LENGTH TO TRIM FILLER FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER, EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, FILLER REP. INSTALLING AND BRACING, REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF BC BY TPI (TRUSS PLATE INSTITUTE, 503 D'ONOFRIO DR,, SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG REPBCFIL0699 ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS "LALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI;OR FABRICATING, -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE TC AMERICAN FOREST AND PAPER ASSOCIATION)AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE: OF WA-M 0 TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,lz 160 A-Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ""ZPONSIBILITY S13LELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE Z DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, Dc c 2 CLB WEB BRACE SUBSTITUTION T-BRACING THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) OR \ IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB L-BRACING: BRACING METHOD IS DESIRED. T-BRACE APPLY TO EITHER SIDE OF WEB OR NARROW FACE ATTACH WITH 16d NAILS AT 6" O.C. L-BRACE NOTES: BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T-BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. 775< FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE Mi BRACING. T-BRACE L-BRACE WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L-BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X6 2-2X4 2X6 1 ROW 2X4 1-2X6 SCAB BRACING: 2X6 2 ROWS 2X6 2-2X4(*) 2X8 1 ROW 2X6 1-2X8 APPLY SCAB(S) TO WIDE FACE OF WEB. 2X8 2 ROWS 2X6 2-2X6(*) NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 6" O.C. SCAB BRACE BRACE IS A MINIMUM 80% OF WEB T-BRACE, L-BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE MEMBER LENGTH OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. vx THIS DRAWING REPLACES DRAWING 579,640 ■-WARNING.■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, ( LL, PSF REF CLB SUBST, INSTALLINGI TRU AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SAFEBY TY PRACTICES PRIORSS PLATE S TO PERFORMING THESE 583 O FUNCTIONS.TE 2UNLESSI OOTHERWISE INDICATED (� DL PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. D]_, PSF DRWG BRCLBSUB0699 ■*IMPORTANT-• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ALPINE DESIGNENGINE;ANY FAIILURESTONBUILD THE C. SHALL OTRUSSES INT BE OCONFORMANSIBLE ONCE WITANY H TPI;IOR FABRICATON FROM ING,NG, �� L PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD, PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF STATE OF ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •'1 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL TT��VVVV// '•._�/ ,Q*: .. FAC. ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ''•w -� SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI I-1995 SECTION 2, D