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Permit 1484 Laurel Way ( Vault Folder) 4 JOB ADDRESS 4 D`tLaact! TYPE wom l&j i 'si")a-5/n PROPERTY OWNER (�P��C'�n TEZEPI3'oNE(Q(4) auk.- 3944? CONTRACTORf'�j Con N �o PERMIT NUMBER Q6 DATE -d rt - X00 a INSPECI?ON.S• FOOTIZTG SLAB qt D a oz a, IM BEAM LEVTEL FRAM V"OYER INSULATION FINAL BUILDING p Z - CERTIFICATE OF OCCDI'ANCY ELECTRICAL PERfWV q W2- �� / 33 INSPECTIONS ROUGH 6-/t--0Z-- FINAL -/t--0FINAL N 11- 1 ol- �-- �b� f MEMANICAL PERMIT# INSPECTIONS ROUGE FINAL PLUAlMNG PEBMM INSPEC77ONS ROUGMUNDER SL4 B - TOPODT lc-1(- o L_- WATER/SET�F.R �- FINAL NOTES• ` CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ; } ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000599 Date 5/08/09 Property Address . . . . . . 1484 LAUREL WAY Application type description WELL PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc new well ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- WILLIAMS WELL DRILLING INC P. O. BOX 330567 ATLANTIC BEACH FL 32233 (904) 241-8489 ---------------------------------------------------------------------------- Permit . . . . . . WELL PERMIT Additional desc . . Permit Fee . . . . 55 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 11/04/09 ---------------------------------------------------------------------------- Special Notes and Comments A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . Must be installed on the customer' s side of City service line . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 55 . 00 55 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 55 . 00 55 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road O ! Atlantic Beach, Florida 32233-5445 o s7 � �— Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: JV a City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Department review required Yes No AN Building Property Address: A) Planning &Zoning Applicant: W I/`ihm W t it Tree Administrator Pub" cs Project: ��,�LL. Public U "ities Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APP ICATION STATUS Reviewing Department First Review: Approved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. -. PUB C W Second Review: [Approved as revised. ❑Denied. P Comments: U TIES PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: Third Review: RApproved as revised. ❑Denied. Comments: .R�vievved by: Date: CITY OF ATLANTIC BEACH WELL PERNIIT APPLICATION Date Q -- Owner's Name: L k VIVO (Address: Well Address(if different than above): Well Location on Property(i.e. northeast corner, etc.)_. _ /Kvds� Well Installation Contractor:z�_ ,i, a/A��l/d,�`l�i✓y Contractor License License No.: ! _ _Phone:',Z !/�.D FAX Contractor Address: /��_ j}� �� ip��l�- eJA, Check Use of Well: Domestic Irrigation Other Estimated-Well Depth:/ Casing Depth:20 Screen Interval from Zvto 10 Well Diameter: - - Casing Materiale�l� Is address currently connected to the City water system? Is address currently connected to the City sewer system? Has a Well Permit been obtained from the City of Jacksonville?_/,toPermit# Does the well require a permit from the St. Johns River Water Management District? (Not required for wells under 2-inches diameter installed by resident or wells under 6- inches diameter if installed by licensed well contractor). - If permit is required,note Permit Number...... and attach a copy. NOTE: WHENA WELL IS INSTALLED ON YOUR PROPERTY, YOU MUST INSTALL A RED UCSD PRESSURE ZONE TYPE BACKFLOW PRE VENTER ON THE CITY WATER SERVICE. ON THE CUSTOMER'S SIDE OF THE METER THE BACKFLOW PREVENTER MUST BE TESTED B Y A CERTIFIED TESTER AND A COPY OF THE RESULTS SENT TO THE PUBLIC UTILITIES DEPARTMENT. PAGE 1 Date : 06/23/2005 MANNING BUILDING SUPPLY LOG # : E0524F TRUSS DIVISION JOB # : to JACKSONVILLE Salesman: JOHN FERGUSON Pitch: Varies/12 Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS Left Right �� Qty Span I O.H. I O .H. ` Description --------------------- 1 13 ' 0 ' 0 ' Tl 3 13 ' 0 ' 0 ' T2 1 717-1/2" 0 ' 0 ' T4 1919-1/211 0 ' 0 ' T5 � """- 1 917" 0 ' 0 ' T6 1 91101, 0 ' 0 ' T7 1 1313 " 0 ' 0 ' T8 6 131611 0 ' 0 ' T9 APPROVED 1 13 ' 7° Of Of T10 CITY OF ATLANTIC BEACH AY16.D1N4i gl'r�'iGii ** Beams ** 2 181 BM 1 GPLAM 1611 NOV 4 Za0� 2 14 ' BM 2 GPLAM 16" ** Hardware Floor ** 4 THA422 SY42 Hanger ------ ---------------------------- 16 Tr sses 4 - # of Hardware 0 - # of I-Joist • 0 - P ' 0 - J � 4 - # of Beams 0 - # of Rim Board 6 - Total Tr 1 s r �1 1 Cp 00 Z m -----T ------------------ i T 4 I i — ROOF TRUSSESI co 1s T5 TG T7 w 0 Mr T8 T9 T10 13'7" I i 0 DESIGNED BY: JOB DESCRIPTION: I JOB LOCRTION= T m ry � "" PHILIP SHOEMRKER Dogwood ModiFied Lot 1 Porodise Preserve -- �� i ;�� // �, � , �� "`�_ �� i ;� ,= ;' �` f i� f �, , �/ �� .. .: . , MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 10:04 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0524.FBD BESTCON-LOT 1 PARADISE PRESERVE Mark# : BM 1 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 vo Max Defl : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 18- 011 mPLOADS Project Design Loads:Floor Live=40 psf,Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Concentrated(Ibs) 578 420 100% 0 2'1 1/2" T2 TRUSS pm2 Uniform(plf) 285 207 100% 0 0'0" 18'0" "K"ROOF TRUSSES 3 Concentrated(I bs) 570 415 100% 0 3'11 1/8" T2 TRUSS 4 Concentrated(]bs) 570 415 100% 0 , 4'7" T2 TRUSS 5 Concentrated(lbs) 59 43 100% 0 16'4 1/2" T8 TRUSS 6 Uniform(plf) 110 80 100% 0 010" 18'0" WALL ABOVE Uniform(plf) 15 0 0 0 18'0" Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 5072 4078 Max 100% 3593 2870 Min R'n 1479 1208 Min 100% 3593 2870 DL R'n 1479 1208 Min Brg(in.) 2.56 2.06 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4466 1 1-6- 21 10640 100% 0.42 M(ft-lbs) 19793 1 T1 1" 21 34954 100% 0.57 LtRn(lbs) 5072 0 0.0. 21 6921 100% 0.73 See Note#5 RtRn(lbs) 4078 0 18'0" 21 6921 100% 0.59 See Note#5 LLDefl(in.) 0.37 1 910. 21 0.60 U577 TLDefl(in.) 0.53 1 910. 21 0.90 0407 USE: GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth, Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. go 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces,2*from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. X11.Load Combinations: 10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133%.12, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(10051.) 12. Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL) MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 9:29 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 Project : E0524.FBD BESTCON-LOT 1 PARADISE PRESERVE Mark# : BM 2 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 ro Max Def] : LL= L/360 TL = L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi r 12'6 1/2" LOADS Project Design Loads:Floor:Live=40 psf, Dead=15 psf,• Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0.0. 12'6 1/2" 17'9"s.c.-"A"TRUSSES AND WALL +Wall(plf) 110 0 0 0.0. 12'6 1/2" "A"TRUSSES AND WALL 2 Uniform(plf) 273 199 100% 0 010" 12'6 1/2" 'K"TRUSSES ABOVE Uniform(plf) 15 0 0 0 12'6 1/2" Self Weight *Dimensions measured from left end when span#is 0, otherwise, from left end of the specified span. W SUPPORTS(lbs) 1 2 Max R'n 5553 5553 Max 100% 3471 3471 Min R'n 2082 2082 Min 100% 3471 3471 DL R'n 2082 2082 Min Brg(in.) 2.81 2.81 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4243 1 11.11. 21 10640 100% 0.40 M(ft-lbs) 17412 1 6-3- 21 34954 100% 0.50 00 LtRn(lbs) 5553 0 0'0" 21 6921 100% 0.80 See Note#5 RtRn(lbs) 5553 0 12'7" 21 6921 100% 0.80 See Note#5 LLDefl(in.) 0.15 1 6-3- 21 0.42 U994 TLDefl(in.) 0.24 1 6-3" 21 0.63 U622 USE. GPLAM 2.0E 1.75x16.00"2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required, use Max R'n from 'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. S. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces, 2'from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%, 60=D+100%+115%, 70=D+100%+125% 80=D+100%+133%, 90=D'+100%+115%+133Y./2, 100=D+100%+115%.12+133%, 110=D+Commercial Ld(100%) 12. Group=Load Combination Number+Load Pattern number.(For simple span,Load pattern=1 for LL,0 for DL). Alpine Engineered Products, Inc. 1950Marley Drive Haines City,FL,33844 Florida Engineering Certificate of Authorization Numbest 567 Florida Certificate of ProductA'Oprova111 FLI99,9, Page I of-I Document ID:1SNZ3SI-22417134302 Truss Fabricator: Manning Building Supply Job Identification: E0524FyDagwood,,Modified, -- Lot I Paradise Preserve (E0524F)-Dogwood Modified-Lot 1 'Paradi'se I Tress Count: 9 ModelCo4c' Florida, Building Code 2001 Truss Criteria ANSI/TPI-1995(STD)/FBC Engineering Software Alpine Softw4re;Versions 7.11, 7.14, Structural Engineer of Record: Address: ' 4 e Minimum Design Loads: ROOF N/A Floor - 55.0 PSF 0 1.00 Duration Wind120 MPH ASCE 7-98 -Partially Encloses Nates: - SeaTaiui 06/17/20M 1 Determination as to the suitability of these truss components for the structure is the responsibility_of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/71'1-1995.Section 2.0 Denise Rutledge Florida License Number:58752 2. The drawing date shown on this indeic sheet mus �h the ate" shown tl� 1950 Marley Drive on the individual truss component drawing.. xf Raines City,FL 33844 3 The loads indicated on all referenced gir =iU `�`` consistent with the truss layout provided by Manning Building Supply for the aoov � tification. Loads appliedby"non-truss oved b the EOR/building designer. elements and basic load parameters � �� ' � '` �" Y / 9 gn 5 a HCt1SR151' 4. As shown 'on attached drawings; the � 'baa �f�'rs;� v x No Standard Details �fi � r, ;E �y � e �� ll all d k.� l'� .Ex y� N. y iTh` d EE`4 ' 'q ' 3 (�1 %NT 10 �$��s� a ,,�a � R� Z�� R MI ��' �'81 : rlow o i 1 , Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Page 1 of 1 Document ID:1SNZ151-Z2417134302 Truss Fabricator: Manning Building Supply Job Identification: E0524F-Dogwood Modified -- Lot 1 Paradise Preserve (E0524FI-Dogwood Modified-Lot 1 Paradise Truss Count: 1 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Versions 7.11, 7.10. Structural Engineer of Record: Address: Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - 120 MPH ASCE 7-98 -Partially Enclosed Notes: Seal Date:06/17/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Rutledge Florida License Number:58752 2. The drawing date shown on this index sheet must match the date 1950 Marley Drive shown on the individual truss component drawing. Haines City,FL 33844 3. As shown on attached drawings; the drawing number is preceded by: HCUSR151 Revised Trusses Ref Description Drawing# Date 1 80739 -T8 05168263' ,06/17/05 III III Nil 11oil IINIII THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524F-Dogwood Modified - Lot 1 Paradise Preserve T1) Top chord 4x2 SP #1 Dense See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.13 12.88 Truss must be installed as shown with top chord up. ++ THIS TRUSS IS NOT DESIGNED TO SUPPORT ANY CONCENTRATED LOADS AT RIGHT END OF CANTILEVER. LOADING, BEARING, BEARING LOCATION, AND OTHER INFORMATION SHOWN ON THIS DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND ON THE LAYOUT. 15" Typ. 3X3= 1.5X4(R) = 3X3= 3X3= 3X3= 3X3= 3X5= 1-0 8 1T0 —L 10-1-2 3X3= r 2X4111 3X3= 3X3= 3X3= 3X3= 2X4111 �2-2-8� 13-0-0 Over Continuous Support R=131 PLF W=10-9-8 IgE RU.T�� ,�•y�G E AIS' ��►► PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. l�'16.21 ��T$TY: FL 3 R - Scale =.375" Ft. **WARNING** FRUS SES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. No TC LL 40.0 P S F R E F R 1 5 1 8073 3 RFFFR TO BCSI T 03 (BIIIIDI NG COMPONE N7 SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 50 i D'UNOFRIO OR., SUITE 2UU, MADISON, WI 53779) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE L MADISON, WE 537 19) FOR SAFELY PPACTICES PRIOR TO PERFORMING THESE FUNCilONS. IINIFSS OTHERWISE INDICATE TC DL 10.0 P S F DATE 0 6/1 7/0 5 TOP CHORD SHALL NAVE PROPERLY ATTACHED ST ROCIOR AL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHE RIGID CEILING. STATE OF :' BC DL 5.0 PSF DRW HCUSR151 05168095 **IMPORTANT**FIIIiNI511 A COPY OF THIS DESIGN TO ill[ TNSTALLAT I(lN CONTRACTOR. ALPINE ENGINEERED ALPINE iRUSSCtN IONFORMANCELNIIH BpIItESPlIN50RIFABE AII FOR G.GEVHANULNNGROSHIPP[NOES'NNIALLINli R IACINGTOFB11RU1SEHF O R��Pj�.�<i/� BC LL 0.0 PSF HC-ENG MNM/ADR DESIGN CONFORMS WITH APPFICABIF PROVISIONS OF NDS (NATIONAL DFSIGN SPEP. BY AFRPA) AND TPI. ALPFNE �•• �` TOT.L D. 55.0 P S F S E Q N- 16007 CONNECTOR PLA FFS AftF MADE OF 20/t8/ICrGA (W.H/S/K) AS TF1 h65:3 GRAOC JOJ60 (W, K/fl.Sj f,AL V. STEEL. APPtY � � PLAT FS TO EACH FACE OF TRUSS AND. UNLESS (1111 RWISF LOT,ATFD ON TFIIS OESI GN, POSITION PER DRAWLNGS 160A Z. 0�� Ipinc En ineeredProducts, nc. ANY INSPECTION OF PIAiFS FOLLnNFU BY li) SPAII BE PFR ANNE% A3 OF TP I1-2002 SEI'.3. FA1 ONIII IS DUR.FAC. 1.00 FROM PS g UR AWING INDICATE[ PCfFP TA N'1 OF PPOFF SS 111 AI FNGINI ER INf.RE SP(1 N 51 B II I IV Sl11 CLY 1(IR IHI TPUSS COMPONENT 19$0 ar(ev Drive DE SI �' �" TH AB II.I IY A I OT THIS nnvnNtNl FOP Y BUI G'NG IS illi RF -N-Fitt" TTY UT TILE Jun giainee 338A4� BHIL ?x,.��. sNER e .. ,.rTPT T �:. ',. ..'�INC ..,� 4.0 ,--.+. Jf �.. ;1SN <:Z24 :. erCfi ¢ o Auifiio[e tion X67" THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524F Dogwood Modified Lot 1 Paradise Preserve T2) Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 -0.13 12.88 Truss must be installed as shown with top chord up. HANGER — SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 14.25' 1 5-6-0 --—j 6-3-12 15" Typ. 3X5= 3X3= 3X3= 3X3= 3X3= 3X8= T 2X4111 T 1-4-0 1-f4-0 rM 10-1-2 2X4111 3X5= 3X3= 1.5X4111 3X3= 3X5= 3X5= 1.5X4111 2X4111 0 11-0 fE 13-0-0 Over 2 Supports ---� R-669 R=765 W=3.5R V\CE�SF••�G'E` PLT TYP. Wave TPI Design Crit: TPI-1995 STD FB.0 7 1. 116.21 TY: FL 3 R - Scale =.37511 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING Z -- NO. T C L L 40.0 P S F R E F 8 1 5 1 - 80734 REFER TO SCSI 1-03 (BUILDING COMPONENT SALE TY INFORMATION), RDBLISUEO BY TPS (TRUSS PLATE INSIITUTF, 5 D'ONDFRIO OR.. SHE IF 200. MADE 50 N, NI 53719) AND MICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE ' NDICAT TOPI CHOR DWS H A L LI H AV EO PROP E RL Y ATTACHED9) FR SAFETY PACTICES STRUCTURALPRIOTOP PANELLSL AND BOTIOMERFORMNG THESE II NHORDN SHALLN HAVE AT PROPERLYI ATTTACHA T C D L 10.0 P S S F DATE o 6 6/1 7/D 5 RIGID CF IF ING. : ST • BC DL 5.0 PSF DRW HCUSR151 05168096 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTAI I.ATION CONTRACTOR. AI PINE FNGINFF RFD •i ••/1� �••.�� PPOOUCIS, LNC. 511ALL NOT BE RESPONSIHIF FDR ANY DEVIATION FROM ,HIS OE SIGN: ANY FAILURE iU BUILD TIIF Q •• /�(O�1� B C L L O O P S F HC-ENG R B(A D R ALPINE TRUSS IN CONFORITANCE W'ID IP l; OR FA ORIC AIIN 11. HANDL)NG, SHIPPING, INSTALLING R BRACING OF IRU55E5. •► ` / A DFSI GN CONFORMS WITH APDL ICAB LC OR OF NUS (NATIONAL DF SIGH SPEC. BY AFAPA) AND TPI. ALPINE n�•O MM•�• T O T L D. 55.0 P S F S EO N 15980 CDNNECI DR IAC IES ARE MAGE OF 20)I" ; UTUNNIL (N,H/EIWI ASTM ATF0 GR AUF 40(60 (W, K(H SJ fni_V. STILL. APPI (i L�w,yV PI RIES TO TACH FAf.0 IF iR OF ANO. IINLE 55 OTIIC PvII IS LOFT TFD ON THIS DESIGN, {ISITION PTR DRAWINGS IH(IA-2. Alpine Engin t1C. ANY INSPFCIIIIN OF PIAILS FOLLpWED BY (i) S/TALL BC PfR ANNC% Ai OF 'PTI-21101 SF i. A SEAL ON III 15 FROM I95O :IYlev Drive DRAWING INDICATES A(fFV IANCF OF PRIITf SSIONAi CNGINFTR IN,RF SI'i1NS1O MTV SOI TIY ttlR 1HF THif55 COMPONT NI Jun DUR.FAC. 1.00 I ROM P.J ,;�, - P,U II cV ". !H Aa1L]IY Si nF TI{15 "' IF NT IDR V HUIIDING 11 I'll PESPIINSIB IIY 01 TNf 7 r^>>mel'tifcate O�uthon Blon S6 r.. `.. -:.>..+a. .,^s, s .,CIN(11: .,4 0 :. >e U�k i.:ISNAE_'...._Z24t,a:: THIS OWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. K 0524F Dogwood Modified Lot 1 Paradise Preserve T4) Top chord 4x2 SP ##2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP ##2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP ##3 BC 88 0.13 7.50 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 12-10-8 11. 25"1 3 9 12 15" Typ.l 3X3= 1.5X4(R) - 3X3= 3X3= 3X6= 2X4 III T 1-0 8 1 4-0 10-1-2 V_ r5z = 1.5X4111 3X3= 3X5= 2X4111 1.5X4111 2X4111 4;-Ll 10 ---7-7-8 Over 2 Supports -- > R-360 W-3" R=474 W=3.5" SSE R�.T��p �t��`GEN �••,C PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7 1. 16.21 Y: FL 3 R Scale =.37511 Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING _ TC L L 40.0 P S F R E F R 15 1-- 80735 REFER TO HCSI I-07 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPf (TRUSS PLATE INSTITUTE, 5 u• D'ONOFRIO DR.. SUITE 200. MADISON, WI 53719) AND WTCA (WONISOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MOP I CHORDW SHALL HAVE PROPERLY AIIACHED11 S STRUCTURAL PANELS AND BOTTOMHE UCHORDNSHALLN HAVE ALE 5ST PRO P E RL Y R ISEI ATTACH • T C D L 10.0 P S F DATE 0 6/1 7/0 5 RIGID CEILING. • • STATE OF ; BC DL 5.0 PSF DRW HCUSR151 05168097 **IMPORTANT**FURNISH A fOPY OF THIS DESIGN TO THF INSTALLATION CONTRACTOR. AIPINF ENGINEERED . P .• IIPUSSE IN CONFOR MA NC EL N Iiry B�I(±.E SPONSOR'FABNICAI INf.1,VHANUL INGRF MII I I'PING11111 FSINNT AI.I INGYR'BR ACIN GT OF B IRUSSE SE L Y'•.••/�� B C L L 0.0 P S F HC-ENG RB/ADR ALPINE O�F.•� ORi CONNE CTORN PI�AM IS WARE MADE ITH IOF B2O/1B/I LE 1CAO(1.H/SJK) AS IM IA651 I-OF P11N40/hO (W,(N(HAS) GAOV FRI. S TE F I.. APILYE n•••fir••••• V` TOT.LD. 55.0 P S F S E([N- 15998 .a PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWTSC IOC A T FD ON TIIiS DESIGN, POSITION PFR DP.ANIND 160A/. ,v�AL' 71pine EII}T7IICCTC(i P1'O(]11C15, llC. ANV INSVECTIUN UI PLAlE6 FI1t.LOWED BY (1) SNAIL OE PER ANNEX Ai OF TPI1 10(12 SEA.I A SEAT ON iH IS n /` (�I�I I9$D dEIeY T)i1Ve IIPA11ING INDICATES AC CEPTANCE OF PPOFE SSION AI ERGINFER)NG RE SPI1NS1911.ITV SOI FfY 1111! THL fAllSS COMT'O Nf III OUR.FAC. 1.00 F ROM PS Ht SI �Hriux THFi ARIL I IV A IISi Of IH15 DMPQ NFNf FOP A Y Bil II DING IS THE Rf SPHNSINI IIY OF THF J u n g laines 33844 BUT,L GNFR P! :PI I s � Z24 �. aft, er[ificaCe o <.. t4. _ , I N l .:'.4.D ;., J w.=1 S N .c_'> but riza6on o 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524F-Dogwood Modified -- Lot 1 Paradise Preserve T5) Top chord 4x2 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 114 0.13 9.67 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 15" Typ. —� 3X3= 1.5X4(R) = 3X3= 3X3= 3X3= 3X5= 1 0 8 Ir 1T0 (�}10-1 2 2X4III T 2X4 III 3X3= 3X3= 3X3= 30 9-9-8 Over Continuous Support R-120 PLF W=8-10-8 CE NsoC PLT TYPO. Wave TPI Design Crit: TPI-1995 STD FBC 7. 1.0 16.21 ¢ Y: FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN tABPICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • No s• T C L L 40.0 P S F R E F R151-- 80736 REFER TO UCST 1-03 (BU II QING COMPONENT SAFETY INFORMATION), POBLISHED NY TPI (TRUSS PLATE INSTITUTE, SH. U'TERIO DR., SUITE 200, MADISON, WI 13719) AND WT CA IWOOD 1RD"COUNCIL OF AMERICA, 6300 EN.E RPRISE L s MADISON, WI 53779) FOR SAFETY PRACTICES Pft70R 10 PERFORMINf THESE FUNCTIONS. UNLESS OTHERWISE INDICATE • TC DL 10.0 P S F DATE 06/17/05 TOP CHO RU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED- RIGID CEILING. : CT OC • .�1 r BC DL 5.0 PSF DRW HCUSR151 05168098 **IMPORTANT**IIIRNI511 A COPY OF AILS DESIGN TO THE IN,T AIIAlION CONTRACTOR. AIPINE ENGINEERED� • //11.� •• PRODUCTS. INC. SHAD NUI BE RF SPON,IUII FOR ANY DE VIAiHON FROM 11115 DESIGN; ANY FAILURE TO BI ILD THE Q ••..��0•■��••�� BC LL, 0.0 PSF HC-ENG RB/ADR ALPINE IRUSS IN CO NF OP MANCI WItH IPI: PP�VOR IABR ICAI ING, HA NUL ING, SHIPPING. INSTALLING R URAL ING OF IPVSSES. • •• CONDE 5 Nt CIORN P L AI E,WARE MAD[ITH APF1 IOF 620/1A/16GAf1(W,H/S/R) ASIM III I NA;1A653 GRADE NAO/611 L0 (W.L K{RPS) AN IPSiFEI.. AVI'I N[ •••••Y••• V\ T O T LD. 5 5.0 P S F S E()N 16002 PLATES 10 EACH FACE OF IRUSS10 1,AND, UNLESS DTH[RWISF I I.AT[D ON THIS DESIGN, POSITIIIN PIR DRAWINGS IHOA Z. S�N THIS fVALL LA,,AI (` f�)pltle F[1�Illeel'ed Pl'OdUCiS, ❑C. DR AWIN(,INSP INDIGAT[S PAA I:EPIAN CrOO TDPP(FFSSION AI IFNGINFBE RR t NGE RFSPONSIPI1 IIY lO SOL EI Y2 SEC.IT UP i11E T RLISSAC OOPIlNEN7 DDRFAC 1.00 FROM PJ 1950 1 A'T)ri,e DISI ' "I".. tl IrnRItIIV O,F IIF 1HlS DMP(OFNT FOR NY BILL 01 N5 IS THE NF SPUN,IN If ITY 01 111E Jun SLC rtiinescat 33844 .,. nulL�. GNFP. r� ,)rPI 1 _ ...:, .. .CIN( . . ,.;'4.0t,. JI �, :. 1SNt_, _Z24 , FL Certificate of Authorization#SbI THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524F-Dogwood Modified — Lot 1 Paradise Preserve T6) Top chord 4x2 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 109 0.13 9.21 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 15" Typ, 3X3= 1.5X4(R) 1.5X4(R) = 3X3= 4X4= 3X3= 3X3= J— - T 1-1-4 1 1-4 1 4-12 10-1-2 2X4111 3X3= 3X3= 04= 3X3= 2X4111 -rz--- 9-7-0 Over Continuous Support -- R-107 PLF W=9-7-0 GEN rC �� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7 1. 16.21 TY: FL 3 R - Scale =.375" Ft. ""WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING • �• : T C L L 40.0 P S F R E F R151-- 80737 REFER TO BCSI 1-03 (BUILDING CDMPONENT SAFETY INFORMATION), PURI-ISHED BY TPI (TRUSS PI ATE INSTITUTE, 5 D'0N0FR 1O DR.. SUITE 200, MAO ISON. FF 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICA TIS.l.* TC D L 10.0 P S F DATE 06/17/05 IOP CIfO RU SHALL HAVE PROPERLY AT TA CIT 0 STRUCTURAL PANELS AND BOTTOM CNORD SHALL HAVE A PROPERLY ATTACH • C NIGER CEILING. STATE OF BC DL 5.0 PSF DRW HCUSR151 05168099 `TMPORTANT**FURNISfI A COPY Of iNls DESIGN TO FILE INSTAI.LA[IDN CONTRACTOR. At THE EfI f,INFCRED *P POU UCTS. INC. SH ALi HO1 BE NFSPONSIBLE FOR ANY OE VIAIION /ROM THIS DESIIiN; ANY FAILURE 1(1 OUIIG INE O•• r�•�� B C L L 0.0 P S F N C-ENG RB/ADR ALPINE IRUSS IN CUNFURMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING. INSTALLING R BRACING OE IRUSSFS. • O R1a 0 ` DC STf,N CONE OP.MS WI(H AP PI.TC ABLE PROVISIONS OF NOS (NATIVN AI 11E SLGN SPEC, UY .I RP n) ANU 1P I. AI PINE C� CONNFCTOR PIAlES ARE MIM Ili 20/IBIIIGA (W,H/S(Y.) "SIM A653 GARDE 40/60 (W, F I,S) GALV STEEL. APPLY •'��•• V T O T LD. 55.0 P S F S E A N- 15990 r� rl nTES To Fnrn FACE or buss AND. uN1 Ess DTHeNu1sE LornTFD DN TH Is DISIrn, voslT ulN vEN DR.Awiwcs leon 1' /` �Alpine F.II lllf'Cied PiodUCiS, TiC. ANY INSPECTION (1F PLAIES TOILOWED BY (E) SII All NF VET' PNNFM A3 OF fell-2011! SCC.3. A SEAL 01111115DUREAI. 1QO I RQI'1 PS DRAWING INDICATFS A(f FPTANCF OE PPOFESS ION AI FNGINFFPINO RFSVONSIHIL11Y SOLELY FOR III IRI)S5 (,5PI-417111 t9 D 1(CVT�EII'C IIESIf cuil�u IH TAutLTTY A 1 TSF OI 11115 'OMPnN1NI FOR Y HOIIUINf. Il It IiFSPONS[H ITV OF TfiE Jun 6iain_B 1"e Butt ., .�,GNEa P .., I< . •,.. , - .,_< t �,� �IN ., , 4.0 .,' J - 1SN� eitincateo'Xii(f6ri,Iation ""'" - - - (E0524F 'Dogwood Modified I Lot 1 Paradise Preserve T7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 112 0.13 9.46 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 4-1-8 19" _1 4-1-8 _I 1I T 3X3= 3X3= 1.5X4(R) 1.5X4(R) 3X3= 1.5X4111 1.5X4111 3X3= 10 1 0-8 1-0-8 � �10 1 2 � 3X3= 3X3= 3X3= 3X3= 2X4111 2X4111 9-10-0 Over 2 Supports R=528 W-3" R=528 W-3" IgE RU.T�+Ep �.�V`CE NS•F••.C PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 1�16.21 : FL 3 R Scale =.375" Ft. **WARNING** TRUSSES RLOUIRL EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. REFER TO BCST 1.03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SH N�• 2 ; TC L L 40.0 P S F REF R151-- 80738 U'UNUF RIO Oft.. 5U11E 2U0, MADISON, WI 53]19) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 IIIINPR[SE L • • MOPE C HO' O W SHALL,H AVE O PH O ET ATTACHEDS STRUCTURAL PANELS I AND T BOTTOM U CHORD N SHALL N HAVE AT PROP,FLY HfRHISF 7 ADFTACHE*i ICATEI • T C D L 10.0 P S F DATE 0 6/1 7/0 5 P.IGID CEILING. **IMPORTANT** FURNISH A COPY OF [HIS DFSIGN TO THE INSTALLATION CONTRACTOR. ALPINE III ER ED STATE OF ; BC DL 5.0 PSF DRW HCUSR151 05168100 PRODUCTS. INC. SIIALL HDI BL RESPONSIBLE TOR ANY CI%AT1W'' FPI1N TIfIS DESIGN: ANY IAI"IT, I(1 BUILD THE �• =(V B C L L 0.0 P S F H C-ENG RB/ADR ALPINE 1RIIS5 fN f,UNV ORMANCF WI TiI T 7 OR FABRICAi N' HANDLING H /� 1 G, 5 IPP LNG, INSFALLING R BRAC[NG OF FP U SSE S. O • •I�/O R�O••.•� OTSIGN CONFORMS WT111 APPi ICAHLE VRIIViSIONS OF NDS (N ATION AI.�pFS[GN SPEC, BY ATAVA) AND TPI. AI PINE ` PUNNFCI10 PIA IES ARF MAOF OF AND,H11fi1F (Ll,H/S/KI ASTM A6..3 GRADE 4U/OO (W, K(H,S) GAIN. STEEL. APPLY �_/`��tiM.••• CSA TOT.L D. 5 5.0_ P S F _S E Q N- 15986 PI ATIS TO EACH TACT OF TRUSS AND, UNI FSS (I FIICRWiSF L[I.A TfU ON iHIS D[SIGN, POSITION PLR DRAWINGS 160A TOT i ille EP ineered Products, EIC. ANV '"SPEC"°" OF PLATES FOLLOWED BY (;) SHALL BE PER ANNEX A3 OL TPII-2002 SEC.t. A SEAL ON ,ITIS DUR.FAC 1 OD FROM PS p g DRAWL NC, IND ICAiFS ACCIPIANCF (H PROFESSIONAL ENGINEERING PTSPONSIBTLITY SOI 11 FUR DIE TRUSS COMPONENT Ju 1950 Marley Drive O(Sif SHOWN. TI, SUiT4B ILITY AND I'll OF THIS OMPDDIII FUR ANY BUILDING it 111E PT SPONSIDILI TY UT IHE V Itertifcate �t"tu[ii_riIl or 3'oi BDn ;;::.. ;.r,NER P :.,<.�::.rPI I .w.. ,�.. ��. :.. ;..-i1 r .,., ,.. .,IN( 4.0 :, a J .. -15N ,;-Z24 „s.:.a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (ED524F-Dogwood Modified - Lot 1 Paradise Preserve T8) Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.00 13.00 HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. Truss must be installed as shown with top chord up. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 7-6-4 19.25" 4-1-8 15" Typ. 3X3= 1.5X4(R) 2X4111 3X3= 3X8= 3X3= 1.5X4111 1.5X4111 3X5= T T7- 10 1-4-0 -8' 0 -8 10-1 2L 3X5= 3X3= 3X5= 3X3= 3X3= 3X5= r 2X4111 2X4111 3-6-4 13-3-0 Over 3 Supports R=146 R=1043 W-3.5" R=689 W=3N `sG RV�� o� EN *% ' PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 0.122.20 ¢ Y: FL 3 R - Scale —.375"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • O• TC LL 40.0 P S F R E F R151-- 80739 REFER TO BCST 1-03 (BUILDING COMPONENT SAf FTY INFORMATION). PUBLISHED BY THE (TRUSS PLATE INSTITUTE, SB D'ONOFR 70 UR.. SU SIE 200, MADISON. NI 53]19) AND NTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LI MART SON, WE 53]19) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTIIFRNISE INDICATE s TC DL 10.0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PRO PF RLY ATTACHED ST2 UCTURAL PA NFLS AN BOTTOM ED R0 SHALE. EIAVE A PROPERLY ATTACHE - RIGID CEILING. STAT OF ' BC DL 10.0 PSF DRW HCUSR151 05168263 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENf INFCREO • •t-� A L P I N E PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM IRIS DESIGN; ANY FAILURE 10 BD1LO IHE O •'I�/O S,OP�1• `�/ g C L L 5.0 P S F HC-ENG M N M/A D R IHLISS IN [11NF OR MANCf WITH IPI: OR FABNICATINIi. HAN DI ING. SHIPPING. IN$TA1.I.I Nf,R HNAC ING OF IIIUSSFS. �/��• •`. •..••�` AI f'FNNFCTOR N PLA IF SW ARE MADE I III IOF B211/3H/i66A0(W,H/S/K) ANIM1A65tt 6RAOEIl4(1/60 (W.1 k/NrS) GAL V' STEEL. APII IV(E e TOT.L D. 65.0 PSF S E Q N 72302 R E V PI ATES TO FACH FAC, OF TRUSS ANB UNLESS III IR RWISI IfIf A TE:0 DN TH15 UE SI GN. POSITION PER DRAWINGS I.f;OA I. �e� 7AIpiine En incered Products, nc. ANY INSPECTION OFPLATES EDLLUNf NY (E) SUAI BE PFR ANNEXA3FIPT2002SECJSEAL ON THIS DUR.FAC. 1.00 FROM PS � DP AWING INDICATES ACCP PtANfE Of PR 1Ef SS lt1N AI FNGINEEP ING Rf SPONSIB IIIIY SOLELY fOR 111E TR]ISS f,O MP ONENT �U n IySD Haf(CV ni14'C UESIf �� wu Try 1 APII.IIy D 1ST Of 1HIS OMPUNFNf TOF AY NUILDING IS INE RFSPONSIB II ITV ItF THE L 'enfcateAutlorzato 'sb'i`T BDTL ,NERP �.....,IPF , i,..,, < ,.: -_. :: .�._ .:; 1::.., ,,. .�...��: s,., .. �IN( ,., ._4.0 JF+ 1SN -:_Z2 _ (E0524F Dogwood Modified Lot 1 Paradise Preserve T9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N See ANSI/TPI 1-02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL-3.5 psf, wind BC DL-4.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.13 13.13 Deflection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. L 18" I 6-7-8 — 5-4-8 15" Typ. 1 - 1 3X5= 1.5X4(R) 1.5X4(R) = 3X3= 30= 1.5X4 III 3X3= 3X3= 3X5= T 1 8 0-8 1-4-0 � 1 0 I 10-1-2 L 3X5= 3X3= 3X3= 1.5X4111 3X3=- 2X4 III X3=2X4111 2X4111 13-6-0 Over 2 Supports R=730 U=471 W-3" R=730 U=47 ties�ENs��o� �•% PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7 1. 16.21 �Y: FL - 3 R - Scale *-WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING • d% • REFER TO RC 51 l-O3 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 • • TC LL 40.0 PSF REF R151-- 80740 D'ONOI U DR.. SU RE 200. MADISVN, WI 5J719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN TERPR[SE •: MADISON, WE 53719) FOR SAf FT PRACTICES PRIOR TO PE0.FOR MING THESE FUNCTIONS. UNI ESS OTHERWISE 1NDIC AI ,* : T C D L 10.0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH l• RIGID GE(LING. = STAT BC DL 5.0 PSF DRW HCOSR151 05168102 �*IMPORTANT**FURNISH A COPY OF THIS DESIGN t0 THE INST All ATION CONTRACTOR. ALPINE ENf TNEERFO • • ALPINE PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOP ANY DEVIATION FROM THIS DESIGN; ANV fAIIURf Ill GUILD THE O •.,•��O�10�.•.�4� B C LL _ 0.0 P S F HC-ENG RB/ADR TRUSS IN CUNT ORMANCE WITH IPI; OR fABR IC,AIINT,. HAN DI.ING, SHIPPING, [NST ALL TNG R BRACING OF IRU S. U DESIGN CONFORMS WITH MADAPPEIOF2CAB PROVISIONS OF NDS (BAt7005IT DESIGN SPEC„ DY AFRPA) AND TPI. ALPINE /��•. fir••••• �� T D T.L D. 5 5_D P S F S E Q N- 15967 CONN EC TOR PL TES APE MAUE UG PO/l8/l OGA IW.H/5/R) ASTM Afi53 GR AOE NO!60 (W, K./11,5) fAL V. STEEL. APPLY •Vf� Engin � .a PLATES IO E 1.T FYCf 11 TRUSS AND. UNLESS UIIIE P4II L" L1_nTED ON THIS DESIGN, POSITION PIR DRAWINGS IHVA Z. A�� 11 M �Ipiine En ttteered ProdUC[$, ilC. ANY INSPECIION )F PLAS IOIT-WED BY fl) SHALL BE PER .NNFX A3 O( TPII.111D2 SEC,3A SLALONIVISnDUR FAC 1.00 FR01'1 PS DRAWING itl>ICA TIS A<F PIANCE !)i fROFF SSTON AL fk,TNffPIN PTSPONSTB II TTY SOI FIY FIR TItF TP IFSS COMPO NENt I950 rlevDrive UC SIG �uiuN THE IAHILITY A TSF tH IVIS 1M POUF NT FOR A Y HULLOING (S IfIE HF SPIH5161 TTY VC CHI Jun L( cines 33844 HQILD NER P YT 15 ...s- . . s r „INGU, �.0" :_ JR ISN Z24 r- .'eAificateo uliioti2ationb'7"' .,,:.::::, PAGE 1 Date : 06/16/2005 MANNING BUILDING SUPPLY LOG # : E0524 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: VARIES/12 Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS -------------------------- --------------------- Left ( Right " Qty Span O.H. O.H. I Description -------------- --------------------------------------------------------------- 1 16 ' 113111 0 ' Al 3 16 ' 113111 0 ' A2 1 3117118 113111 0 ' A3 2 3117-1/2 113-1/ 0 ' A4 1 3114" 113111 0 ' A5 1 3114" 0 ' 0 ' A6 2 PLY 2 1719" 0 ' 0 ' A7 3 1719" 0 ' 0 ' A8 1 1810"8 0 ' 0 ' A9 4 1814" 0 ' 0 ' A10 1 1814" 0 ' 0 ' All 1 18 ' 113 " 113111 B1 1 18 ' 113 " 113111 B2 1 23111" 114" 0 ' C1 2 813118 114" 0 ' C2 1 12 ' 113111 113111 Dl 1 12 ' 0 ' 0 ' D2 3 12 ' 0 ' 0 ' D3 1 1812" 114" 0 ' E1 6 813118 114" 0 ' E2 1 8 ' 114" 0 ' E3 1 8 ' 114" 0 ' E4 1 2119" 113111 113111 F1 9 2119" 113111 113111 F2 4 815118 0 ' 0 ' F3 ?? " 4 1 ' 11411 0 ' CJl 2R 2L 4 3 ' 114" 0 ' CJ3 2R 2L 4 5 ' 114" 0 ' CJ5 2R 2L 15 7 ' 1 ' 4" 0 ' EJ7 NC 2 9110111 1110"1 0 ' HJ7 D45 ** Beams ** 2 14 ' BM 3 GPLAM 16" ** Hardware Roof ** 18 HUS26 1-ply Truss Hanger 1 HGUS28-2 2-ply Truss Hanger 1 HGUS412 2-ply GPLam Hanger ---- -- - ----- - ---------- --- ------ ----------- - -- -- ------------ ----------------- 55 - Trusses 20 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 29 - Jacks 2 - # of Beams 0 - # of Rim Board ---- -- ----- - -------- - 84 - Total Trusses i 39'7"8 — 23'7"8 S c- m Vj N V R1 T CJ1 iCJ CJ ...____ - R C2 I R4 I 'R6 3 ! ! i W i - f I R7 N � IW 1 R8 4 m ------- --- --- i R9 E2 R10 I, R 1 1 G m CJ5 v CJ3 F3 CJ n m m v w u c W N o F2 I I i -i r i 17. 19..13 2+ .n1. 7 m � `-no DESIGNED BY: JOB DESCRIPTION: JOB LOCRTION: z PHILIP SHOEMRKER Dogwood Modified Lot 1 Porodise Preserve O � � �/ � / �/ � � � �. `, `\ /, � � `f 1, E_ / \I �•.` � ` �// � Y � \ / i \ ,! ` �- � � `�. �` �\ ;; `�� ` / '' i /� � y/� �- C 40 .� i i' ,� �, / j .; r x� �` «� y �z ��z z 2 2® «� � � �». �� «: ��. �� . �«^ �� . �«: �� MANNING BUILDING SUPPLY Philip Shoemaker 16 Jun 2005 9:47 am 11155 Phillips Parkway Dr E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2004 Georgia-Pacific Corporation Version: 5.0 Build: 5.0.0.15 P*Project : E0524.FBD BESTCON-LOT 1 PARADISE PRESERVE !` Mark# : BM 3 Usage : Beam (Floor) Repetitive : No Spacing (in.) : 0.0 „ Max Defl : LL = L/360 TL = L/240 Composite Action : No 3.5", 565 psi L 3.5", 565 psi 13' 10 1/2" LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf,- Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 0101, 13'10 1/2" 18'0"s.c.-"A'TRUSSES 2 Concentrated(lbs) 437 318 100% 0 T4 1/2" A6 GIRDER 3 Concentrated(lbs) 352 256 100% 0 12-6" E3 TRUSS 4 Concentrated(Ibs) 1207 878 100% 0 12'1 1/2" E4 TRUSS Uniform(plf) 15 0 0 0 13'10 1/2" Self Weight *Dimensions measured from left end when span#is 0,otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 4053 5013 Max 100% 2874 3573 " Min R'n 1179 1441 Min 100% 2874 3573 DL R'n 1179 1441 Min Brg(in.) 2.05 2.54 [Based on bearing stress below) Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 4237 1 13'9" 21 10640 100% 0.40 M(ft-lbs) 14298 1 6'11" 21 34954 100% 0.41 LtRn(lbs) 4053 0 010. 21 6921 100% 0.59 See Note#5 RtRn(lbs) 5013 0 13'10" 21 6921 100% 0.72 See Note#5 LLDefl(in.) 0.17 1 6- 11" 21 0.46 L/972 TLDefl(in.) 0.24 1 6'11" 21 0.69 U690 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression fo edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Corporation. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max R'n from 'Supports'section above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 8. Verify that load is applied at top or equally from both sides. 9.Nail plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nail from alternate faces, 2"from edges. 10. Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Load Combinations:10=D, 20=D+100%,30=D+115%,40=D+125%,50=D+133%,60=D+100%+115%, 70=D+100%+125% ,80=D+100%+133%, 90=D+100%+115%+133Y./2, 100=D+100%+115%✓2+133%, 110=D+Commercial Ld(100%) 00 12 Group=Load Combination Number+Load Pattern number.(For simple span Load pattern=1 for LL 0 for DL). Alpine Engineered Products, Inc. k 1950 Marley Drive Haines City,PL 33844 Florida Engineering Certificate of Anthcrization Number:567 Florida Certificate of Product Approval#PL 1999 Page 1 of l Document 1D:1SNZi51-Z2620140025 TrussPabricator: Manning Building Supply "� w Job Identification; E0524-Dogwood Modified Lot 1 Paradise PreserveEO524 -Da `o' P(odified-Lo 1'`�&ar fse Pri Truss Count: 30 ( 9 Model Code: Florida Building Code 2001 =a. - Truss Criteria:: ANSI/TPI-1995;ANSI/TPI-1995(STD)/FBC Engineering Software: Alpine Software,Version 7.11. Structural Engineer of Record: Address: y , w Minimum Design Loads: Roof - 47,0 PSF 1.25 Duration Floor N/A `r'`�; Wind - 120 MPH ASCE 7.96 -Partially Enclosed 4 Notes: Seal Date.06/20/2005 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of Truss Design Eu&eer record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collinalr. Florida License Number:52212 2. The drawing date_shown on this index sheet must match the date shown 1950 Marley Drive on the individual truss component drawing. Haines city,FI 33844 3. The loads indicated on all referenced girder irirsse ire consistent with the truss layout provided by Manning Building Supply for the abovt3 refererrcetl ,ob, identification. Loads applied by non-truss ' elements and basic load parameters are to'be revewedrrd app'oved,by the EOR/building designer. 4. As shown on attached drawings, the traw7ng lxt lse'r is prey ded dry HCUSR151 Details: 140GC-CNBRGBLK-BRCLBSUB,14€ S faBllETIN .Uess+rt tion. ra iri Date I 80744 Al06 ' / /05 _80745 A2 re iJ � Q6j7j05 �$0745 A3 0 6808906/17/05 A4.. . 6 ,05 .06/17./05 5 80748 A505I68049„ 06/17/05 , 6 $0749 A6 D516805Q 0605 80750 rA7 05158051 fl6/ 8 8fl751A8 05168052 06 04 ; 9 11105 061 10 ,80753�rw_.A10 051`6 l� "{ r, 6054 fl6 ' 1 E1 11 80754--All 05168090 06j1 4 12 84755--61 05168056 06/1, , l3 8075b -62 05168057 06/1 i41� 14 80757--C1 05168058 46/1 15 '80758--C2 05168059 46/17 05 16 80759-- D1 05168060 06/1 . 17 60760--D2 05168061 06/ � '18 $0761 -D3 45168462 06/1 19 80762 El 05160063 06/ 24 80763--E2 05168064_06// u 21 60764--E3 015168065 06/ 22 80765--EA, 051f�8Q66 06/ 23 80766-=F1 05168067 06/ 1tM+ t 24 80767--F2 05168068 06/ 61 66-i7a r 25 80768-43 05168069 06/ 26 80769 -CJI 2R 2L 05168070- 06/17/05 27 8}0770--CJ3 2R 2L 05168071 06/17/05 28 80771.--CJ5 2R 2L 055168072` 06/17/05 29 80772-.-EJ7 NC 05168073; 06/17/05 30 80773--HJ7 D45 05168055" 06/17/05 THIS DING PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified - Lot 1 Paradise Preserve Al) Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC OL-3.5 psf, wind Webs 2x4 SP #3 BC DL 5.0 psf. See DWG HCUSR001 02086015 for Deflection meets L/360 live and L/240 total load. more requirements. The building designer is responsible for the design of the + Member to be laterally braced for horizontal wind loads. roof and ceiling diaphragms, gable end shear walls, and Bracing system to be designed and furnished by others. supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. 4X4-- 8 X4=8 � a 3X3�� 6 X 8 III 2X4(D1) �— + + + 0-5-1 0-9-4 0-9-4 � � 1012 L_1-3-1.:.,..j 1-2-15 I ,I, 6-9-1 ,I, 8-0-0 ,I 16-0-0 Over Continuous Support R-99 PLF U=70 PLF W-16-0 0 r Note: All Plates Are 1.5X4 Except As Shown. co t. R21O.-PLT TYP. Wave TPI Desi n Crit: TPI-1995 STD FBC 7. 1 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • T L L 2 0.0 P S F R E F R 1 5 1 80744 REFER TO BCST 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY 111 (TRUSS PLATE INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE. LrCy .• No. MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE TONCT10NS. UNIESS 0THFRWISF INDICATE ry TC DI 7.D P S F DATE D 6/1 7/0 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTIOM CHORD SHALL HAVE A PR OF ERLY ATTACHE ' 1. L U :1 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168046 **IMPORTANT**RIRN[SH A COPY OF THIS DF SIGN TO SHF iNST All ATI N IONTP nrTOR. nI PINE Frl f.1NPE Pl— �� Or VR D'J UCTS. IN( SH%.L 1. NBl EIC KFSPONSIBL4 F111t ANY DEVfAI ION FR011 THIS BES iI',!J, ANY FAIIURF IQ BUILD ,Hls BC LL 10 0 PSF NC -ENG RB/AP ALPINE PLS$ 7N UNF MAII:E WIIEI IFI: OR FnDPICATiNG, HANDL TNG. SOFPCIN NSIALtIN4 R BPAU MG OF 1F11SSFti.S DESIGN CIINII WITH APPLICABLE 1NUVFS�UNS OI NOS (NA EI NAL DESTCN SPF C., BY AT RI ) gflD iPt. PI PINE •., .'E�)��.%•[� TOT.LD 47.0 PSF SEON- 16322 CUNNE f,10 N. PI AllFS ARC MAD. OE 2U/10/16GA (W,H/STK) ASiM 53 Gkn0F 40/b(1 TVI, K/H S) Il.nI Y SIEEI.. AVFI Y /On�!• �`/ — PI.nTES TO C .II IA f (FUSS PHO, LNI ESS OIII I:RVlISC 1 ATFQ FIN THIS UES KIN. V011 t10N VL '1111INGS 11,1I1 /. ` AlpineEn ineeredProducts. nc. nNY INSVE 110N OF PL IE IULIQWEO BY (I) SITYLI BE PEP FNNFX A3 OF 1V 11 1ITU! SEL.3. H I,I •••�•�••- •�•` DUR.FAC. 1.25 FROM PS DRAWING INDICArFS nl II I.N(:I OF PR)FESSION I FNGINFFPING RFSPUNSIBILIIY SDIELY FOR THE TRUSS CUir P' NT • VVVII 1950 Marley Drive DFSIfI SIIll. Ili' S 'HIT ITY AND LIST OF THIS t IMPIHIGI FOP ANY HUII.I1INr, IS THE ' Iaines 33A4 aE SI oNSIBn Iry aV THF 0�� IL�eititicate ntiufrizati)I u/ ❑uu :. ,c,NFa PT 1 .- t ., - .,.. '; -IN 4.0 .; Jf ISN . <__Z26 ,.; THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified - Lot 1 Paradise Preserve A2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL--5.O psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 96 0.33 15.67 4X4=- 1.5 X 4 X4=1.5X4� 1.5X4�i 8 8 3 X 5 3X5,- 0-9-4 0-9-4 }10 1-2 7— 3X8= T- 1�� 4X4(E3) = 4X4(E3) 3X6(E3) III 3X6(E3) III L--1-3-1�:,j I_ 8-0-0 ,I, 8-0-0 I 16-0-0 Over 2 Supports R=833 U=603 W=3.5" R=749 U=528 W=3.511 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �NSll�'y�OT 3 FL 3 R Scale **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. L L 20.0 P S F R E F R151-- 80745 RFFER TO 1111 I-Ol (BUILDING COMPONENT SAFETY INIORM>.T ION). PUBLISHED BY FIT (TRUSS HE ATE INSTITUTE, 98 N.HNOFRIO DR., SUITE 200. MADISON, WI 537]9) AND RICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN IE RPH ISE MADISON. NI 53]19) FOR SAFETY PRACTICES PR10R TO PE RFORM[NG THESE FUNCTIONS, UNLESS OTHERWISE tNDTC.AT • •�• T C D L 70 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD.SHALL HAVE A PROPERLY AT I ACHm : i RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168047 **IMPORTANT**FURNISH A COPY OF THIS DFSTGN TO TUE INSTALJ_AIION CONTRAUOR. AIPINI ENGINEERED T PRODUCTS, INC. SHALT NOT BE RESPONSIBLE FOR ANY DEVIAIION FROM THIS DESIGN; ANY FA ILO Rt 10 BLII'I IH - •� • (�(` LJ/� ALPINE fR USS IN CUNFOR MANCE WI111 TPI: UR IABRICA FIND. HANDLING, SHIPPING. INS AI LING h BR ACT NG OF IRll SSSS_ B C L L 10.0 P S F 111.-ENG RB/AP DCSI6N CONFORMS WITH,pP PI IC ADIF PROVISTUNS OF NUS INAT IONAL DESIGN SITE. BY AT RP A) ANO TPT. ALPINE •�� ('� CDNNECTOR PI AiES ARE MADE V4 2D(IB(I6GA (W.Hj SJ K) ASTM A651 GR.AQE 4O(fi0 (W, K(H,S) GALY. STCFI APPIY ��`O�LO�••w TOT.LD 47.0 PSF SE1(N 16320 PI ATES TO (ACM FAfF OF IRII SS AND. IINL FSS OTHFRWISC 1C ATFD ON FHIS DFSIGH, POSITION VFP DP.AWINfis Il" ��N V 5 p V J f�(p11lC EIlpppllleCl'Cd P70dUC18, S1C. ANY INSPF(I[I1N OF PI AI FS FOLLOWED BY II) SHAIL BE PER ANNEX A3 OF IT IT-71101 SF C.3. A SF AL ON 1H1S O In i1�8re Pro DRAWING INDICATES ACCIPTAN(f OF PRIHISSIONAI ENGINITP)NG RESPONSl Hl1 ITY SDIFIY FDR IRF TRUSS ODMPONINI �� DUR.FAC. 1.25 FROM PS FMal y Ot SIGN SIIO wfI lOE SU I TAO TI.I IY AND USF of FHIS DMPD NI.NI FOR ANY B11I.DING, 11 THE PFSPDNSIDII TTY 111 I11F -- - l (` '] G- L' Th}ICeICUI I�'IYIT"iUi]Za O .SUi RUfll „:. 1;NFR Pt. ...IPI 1 S.,_,..:,. .:::_ �._ .::' .a... r... :..... .:..,IIY -..4 of lil '1 JN = �:_L2V ..:-...;... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified -- Lot 1 Paradise Preserve A3) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 15.49 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 :W3, W5 2x4 SP #1 Dense: BC DL-5.0 psf. :W4 2x4 SP #2 N: (A) Continuous lateral bracing equally spaced on member. Or 2x6 SPECIAL LOADS SP #3 or better "T" brace. 80% length of web member. Attached ----- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) with 16d Box or Gun (0.13511x3.5",min.)nails @ 6" OC. TC From 54 PLF at -1.41 to 54 PLF at 0.00 TC From 154 PLF at 0.00 to 154 PLF at 31.63 Deflection meets L/360 live and L/240 total load. BC From 4 PLF at -1.41 to 4 PLF at 0.00 BC From 40 PLF at 0.00 to 40 PLF at 31.63 Shim all supports to solid bearing. + Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the Bracing system to be designed and furnished by others. 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. See DWG HCUSR001-02086015 for 5X•5= more requirements. 3X5�� 3X5o� 8r W4 � 8 T2 5X7= W5 + W3 + - 3X3, 0-9-4 0-5-1 + 10-1-2 4X8�� 3X5= 5X7- 3X6111 3X5 (D1) 3X4= 15-7-8 '1 R=194 PLF U=136 PLF W=15-7-8 1-3-1 19-10-0 1 2-15 14-6-13 15-9-12 16-0-0 7-8-0 7-11-8 31-7-8 Over 4 Supports R=1365 U=775 W=3.5" sNote: All Plates Are 1.5X4 Except As Shown. � eo",y PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7. •S••••I+�NS•'•gr1T FL 3 R - Scale =.187511 Ft. `*WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. T L L 20.0 P S F R E F 8 1 5 1 _ 80746 REFER TO BCSI 1-03 (BUILDING COMPONFNT SAFETY INFORMATION). PURI."IT"BY TPI (TRUSS PLATE INSTITUTE. 583 j U'ONOFR IO OR.. SUITE 200, MADFT YISON. Wl 53719) AMU WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 EN7ERPRI SE Lt� 0.5 2 TIOPIC HORDW SHALL HAVE HAVE11 O PROPS R LY ATTACHEDS SIRUOCTURAL P PANELS ANDHESE BOTTOM NH ORDP T SHALL HAVE ATHE,PROPERLYMINE ADICATETTACHF�• TC C D L 7.0 P S F DATE 06/17/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168089 **IMPORTANT** FURNISH A COPY OF THIA DESIGN TO THE INSTALLATION CONTRACTOR. AIPIN EN,INFFRFII •• TA F :� PRODUC,S, INC. SHALL NOT DE PE5PONSIRITO.F FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE BON 0 THE • B C L L _ 10.0 P S F H C-E NG RB/AP ALPINE TRUSS 1N CONFORMANGF WITH IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING& BRACING OF TPLISSES. i •///�� (' (� DESIGN CONFORMS WITH APPU UHLE PROVISIONS OF Nos (NnIIONAI DESIGN SPEC. HY AF&PA) ANG,IPI.,,,. ALPINE ��••.• ��✓ T O T L D 47.0 P S F S E A N 16334 CO NNF CT 11 PLAIFG ARE MAOI llF 20/IB716 GA (W.B /Y.) ASTM A1lia C,R AUE A(1/60 (I1 K/H,S7 GAL ST[CL. APPIY O�+ PI RTES TO kACll FACE OF TRUSS AND, ONLF SS OT HERHIS C LO„n1E0 ON T1115 OF S(GN NITS(TION PEP DRAWINGS IG07, 7. -(� •••.,••..•. �� -_------ - - AI ine En gineered Products, nc. ANY INSVI FION OF PI TFS FOLLOWFO BY (i) c'NAI HE PLR NNEX Ai GF IPI, JOU/ SE:.3. A SEAL ON ,ITIS (� �� DUR.FAC. 1.25 FROM PS Alpine b DR AW TNG [Nt1IC.hi(S f FR i7,HCF OF PNOFE SS IC NPI CNGINIIRINO RI SPONSIHiI TTY SOI CLY FfI II THE IPIISS CI MPO NI Ni 1950 ar1E,Drive UESI , ^ TN _O11 TTY A D TSF OF IHIS fI O.'fNT FOR NY PIIILUINO IS INF RE bPIN S 1811 TTY 01 1 H u .HaineN .3384,#kBUT1 .:: ..IGNFR I ..�.e :.TPI 1 .�r., : :<.._� .:. .,.; ...�._Uu �_ ,CIN( ,....,'4.0 J(t. 1SNt . .--_Z26 ,.,��. FL Certificate 0 Rutliorizahon d>`7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (E0524 Dogwood Modified -- Lot 1 Paradise Preserve A4) Top chord 2x4 SP #2 N 120 mph wind, 15.66 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense :B1 20 SP #2 N: located within 4,50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W3, W4, W5 2x4 SP #2 N: DL 3.5 psf, wind BC DL=5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH — 1.500' :Rt Slider 2x4 SP #2 N: BLOCK LENGTH = 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 98 0.00 16.00 Deflection meets L/360 live and L/240 total load. BC 75 16.00 23.67 BC 98 23.67 31.63 Shim all supports to solid bearing. 5X5= 3X5�� 5X5 1.5X4111 W4 8 r 1 8 1.5X4 (A) (A) (A) W3 3 X 5 4 W5 3X5o� 0 9-4 5X7= 0-9 4 10-1 2 4X4(E3) 3X5= 5X7= 3X5(E3) r 3X6(E3) III 3X6(E3) III 15-10-4 '1 1E 15-9-12 —j 15-9-12 16-0-0 7-8-0 7-11-8 . 31-7-8 Over 3 Supports R=666 U-460 W-3.5" V1821 U=818 W-3.5" R-563 U-400 W-3.5" s C(0) "�pp PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC7. ��•��N ••'••�1T 2 FL 3 R - Scale =.1875" Ft. "WARNING— TRUSSES REOUIRL EXTREME CARE IN IABR ICATION. HANDLING. SHIPPING, INSIALLING AND EPA 11 • " TC LL 20.0 P S F R E F R151-- 80747 REFER TO HCSI 1-03 (BUILDING CGNPONENT SAFETY ]NF OR MAI IDN). PUBLISHED 8Y TPI (TRUSS PLATE INSTITUTE, 58. MAD(O50 N,OWIP53]19)EFOROOS AFETYI PR ACTWl.ES3 PHILP NO PERFORMD WTCA INGG THESE FUNCTION RUS COUNCIL OSF AUEUISS 06UOF RWISEEIN DICATii • ••� TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATIACD'a T C D L 7.0 P S F DATE 06/17/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168048 —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO FEE INSTAt.LATION CONIRACTOR. ALPINE EN61NFERL M' ALPINE PPODUCIS, INC_ $HALL NOl OE RESPONS IBIt TOR ANY DEVIATION FROM THIS DFS IGN: ANY CAIIURI IO HUTID TO T : B C L L 10.0 P S F H C-ENG RB/AP TRUSS IN CONFORMANCE WITII IPI: OR FAUR ICAIJN G. HANDLING. SHIPPING, INSIALLI N6 R BRACING OF IRUSSES. DESIGN CONFORMS WITH APP((CABLE PROVISIONS OF NDS (NA NAT] DESIGN SPEC, DY AF&PA) AND TPI. ALPINE P r TOT.LD 47.0 P S F S E Q N 15940 CVNNECT OR PL AIES ARE MAi)T Hf LOj18J16GA S41.HJS(K) ASTM A653 GP ADE 40/FiO (W, I H,SJ GAL{. SIF EL. APPLY /�••�� OR1�. \ — PIATES TO FAf 11 FACE Of 1R1.55 AND. ONI FSS LIIIF PtJ lSI LOU A!rO ON THIS DESIGN, POST!,. N PER EPA INGS 110A Z. /`/`�- •� (` _ Ai ine En ineered Products, ne. ANY IN ZION OF PIAILS TOLL OWED BY (17 SHALL HE PIR ANNEX A3 OF IPI(-2001 SEJ A SIAL ON IRIS �' �•�••� D D R.FAC. 1.25 F ROM P S p DRAWING INDICAT IS Aft Ft LANCE O( PROFE55I ON EN GI NI.TP I NF.PT.ti PONS 1111111Y SULElY F()R TiIF In 1155(;OM41)VII tIT I950 di"ICV t�r1Ve OLS( Tf 11 I'�N ILITY ANU USE LF IHIS CIIMFONI.NI TOP. NY BUILDING IS THE IE LSPIINSIH LIIY 0I I T Vry L .Haines 338 BHn ;.IGNEP.t.-s...A 1RI 1 ,.,_,..aa-,:An ....,,,,. - .�w -.;- _ e.0 1Nit, . d'.4.0 ti 15N Z2E =: �L� ertifice of F1u"tf rizatTo x'6`7" iR,, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified - Lot 1 Paradise Preserve A5) Top chord 2x4 SP fl2 N :T3 2x4 SP #1 Dense: 120 mph wind, 15.66 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W3, W4, W5 2x4 SP #2 N: DL-3.5 psf, wind BC DL-5.0 psf. :Lt Slider 2x4 SP H3: BLOCK LENGTH - 1.500' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached (B) Continuous lateral bracing equally spaced on member. Or 2x4 with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 98 -0.33 15.67 BC 97 15.67 23.33 Shim all supports to solid bearing. BC 96 23.33 31.00 HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. 5X5= NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 5X50 3X5D� W4 8 T3 8 1.5 X 4 (A) (A) W3 (B) 3X541 3X5- 0-9-4 W5 5X5= 0-11-9 B2J 4 4 L � � 10-1-2 3X5= 5X7- 3X5 (E3) 4X4(E3) 3X8(E3) III 3X6(E3) III 1E�1E 15-10-4 ,I IE 15-9-12 �I/ 15-6-4 I 16-0-0 T 7-8-0 T 7-8-0 31-4-0 Over 3 Supports R=642 U-435 W=3.5" R=1859 U=860 W=3.5" R=522 U=364 E IV PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. 6•� • S'••••. TY. FL 3 R Scale —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151-- 80748 PETER TO SCSI 1-03 (BUILD[NG COMPONENT SAFETY INFORMATION), PIIBL ISHEU BY TPI (TRUSS PLATE INSET TUIE, SHJ �• �� ,. D'ONOFRIO OR., SUITE 200. MADISON, WI 5"191 AND WT CA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE INS MAV[SO N, WE 5371 9) FOR SAFETY PRACTICES PRIOR TO PERFOR M INC,III ESE FUNCTIONS. UNLESS OTHERWISE IN ATED� T C D I 7.D PSF F D A T E 06/17/05 I0P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED � L J RIGID CEiI.ING. C DL 10.0 PSF DRW HCLJSR151 05168049 —IMPORTANT— FtIP.NI511 A DOPY OF THIS HT SI GN TO THF iNSIAII ATIQN CONTRACTOR. AI.PINF ENf,i NFFftF.r PItOU Ul;15. INC. SHALT NOT BE RE SPONS78 LE FOR AN DFVIA TION FROM IVIS DESIGN, ANY I-AI L URE IO BUILU THE ALPINE kIISA IN t0NF11NMANCf WITH TPI: ON TAHIt EATING, 1`7 IN SIN SIT' INSTALLING R Bk AClliO OF TELL SSCS. •�: f• BC LL 10._0 PSF HC_ENG RB/AP (ONN N CONE PMS WIRE PPL[CANIF PROVISIONS HI NDS (NATIONAL DEADEN SPEC RY AFRP,i) AND IPI. n1PtNl O •.4 0 {i►•\ TOT.L D. 47.0 P S F AEON 16352 CONNEC IIIR PL 0.1ES ARE M.UI IIF 211j1B/1fifA (W,N'Si Y.) ASTM AFiSJ GR AUE Hl;fill (W, K/H.S) 1�ALJ ST FEL. PVIY �• PLATES 10 EACH FACT lF TP!SS AND, UNI FSS OTIIFPW IS F LOCATED ON TMS DFSIf,N, Vn SI I TON PFR DPAWINGS 1601 I. •••••••••••• /` A) ine En ineered Products, nc. ANY 1NSPE(TION DF PLATES TOLLOWEU BY 111 AHALL BE RLR 11NE1 AJ OE IPTI-J002 SEC.3. SEAL i THIS 5�� DOR.FAT.. 1.25 FROM PS p g DRA4IJ NG INOIC1TtS ACCFPIANCf OF PROFE SSIO I', INf TNI FR tNG NESR0N51B11 TTY SDIFIY FOP 1HF 'At,RSS C0^!P ONCNI I950NtarleyDrive OE SIGN ti11lIWN. THF 51111 AH IL TTY AND USE 01 IVIS COMP NF NT FOR ANY PHIt.OENG IS THE PISP-sIHI111Y "I I"I — ,. wiaines .auil�nzatofl GPTIR ' ,, . TPI , ]un (_ CIN( . ;4.0 . , JF ; ..,,1SNt Z 2 A—, --c ificate THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified Lot 1 Paradise Preserve A6 2 PLY) Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N :Bl 2x6 SP #2 N: Webs 2x4 SP #2 N :W1, W2, W8, W9 2x4 SP #3: Nailing Schedule: (0.131"x3"__-Gun nails) :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.75" o.c. SPECIAL LOADS Webs : 1 Row @ 4" o.c. ------(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) Use equal spacing between rows and stagger nails TC From 54 PLF at 0.00 to 54 PLF at 31.33 in each row to avoid splitting. BC From 40 PLF at 0.00 to 40 PLF at 31.33 BC 5554 LB Conc. Load at 13.29 Bearing blocks: Nail type: 0.131"0" Gun nails BRG X-LOC #BLOCKS LENGTH/BLK #NAILS/BLK WALL PLATE 120 mph wind, 16.14 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not 2 15.708' 1 12" 14 Match Truss located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Bearing block to be same size and species as bottom chord. DL=3.5 psf, wind BC DL-5.0 psf. Refer to drawing CNBRGBLK1103 for additional information. (A) Continuous lateral bracing equally spaced on member. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 -0.28 15.67 BC 97 15.67 23.33 HANGER = SIMPSON'S HGUS26-2. BC 96 23.33 31.00 FILL ALL NAIL HOLES. 4X4 NOTE: 5X73X5�� Shim all supports to solid bearing. % SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LOADING, BEARING, AND OTHER INFORMATION SHOWN ON THIS LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT DRAWING SUPERSEDE INFORMATION ON THE INDEX SHEET AND CATALOG FOR PROPER APPLICATIONS. ON THE LAYOUT. 8 F- 8 3X5% (A) 3X5�� (A) W9 W 4X4(132) = W2 W8 3X5 0 11-9 0-9 4 5X5= T 10-1-2 lB 5X4 III 5X8(R) III 3X5% 3X5 (E3) R=1425 U=826 W-3.5" 8X8(R) 111 3X8(E3) III R=6637 U=3845 W-3.5" 15-10-4 ,I R=437 U=428 15-9-12 15-6-4 16-0-0 7-8-0 7-8-0 31-4-0 Over 3 Supports F, CO PLT TYP. Wave TPI Design Crit. TPI-1995 STD FBC 7. 6 Al T FL/-/31-/-/R/- AL 3 R - Scale =.1875" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151- 80749 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP7 (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO UN., SUITE 200. MADISON, W[ 53719) All WTCA (WOOD 11155 COUNCIL OF AMERICA, 6300 ENTERPRISE LLZ ! '�� MOPIC 110R UWSHAI LT HAVE PROP ER LYFT Y ATTACHEDS STRUCED IS TURALPPANELRSI AN BT BOTT OM CHORON SHALL N HAVE AT PROPERLY ADTTACHF� : TC DL 7.0 P S F DATE 06/17/05 RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168050 **IMPORTANT** FIIRNISH A COPY OF THIS DESIGN TO THE INSTALIATION CONTRACTOR. AIPINE ENGINFFRF V �� O PROD UC IS. INC. SHAL.I. NOI IIF RESVONSIUtF FOR ANY DEVIATION FROM IDIS DESIGN; ANY FAILUkE I11 BUILD TH /` (' LJ//`` FSI/� ALPINE TRUSS 1N ON OP MANCE WITH IPI; 013 FARR I CATING, HANDL INC., SHIVP ING, INSTALLING R UR AC NG Of THUSSE ti. ••� BC LL 10.0 P S F H C-ENG RB/AP DF SIGN CONFTTR MS WITH APPLICABLE PROVISIONS DF NDS (NA II ON AL DF SIGN SPE f., BY AFRPA) AND TPI. AIPINE •=. P TOT L D 47.0 P S F S E Q N- 41740 CONNECTOR PL AILS ARE MADE OF [0(18/16C.A (S,H/S/K) All A653 GRADE 40/CH (T!, KIDS) GAI V. S11 Al API Y OP f PLATES TO FACH FACE 01 TRUSS ANO, UNI(')SS HAHLRBESL'F R O ANNEClTFDX AN OFISPDI lS2UO2 SO(IITION PFR DRA SF ALSON6T Ic • O��•••• �`�IpiineEngineeredProducts, ❑C. DR�AWINGPI40(RTES P ACC(PT1NCE1'DF D PROFI SSIONAI LNGINT FR ING BE SP ONSTRIIITY SOLEIY IOR THI IPIISS CO FI PII N111 DUR.FAC 1.25 FROM PS 1950 Marley Drive DFSIC SNUWN. IH III I I i1'111IY AND USE OE IHIS COMPINENT TOR ANY [ TIDING IS THE RE SFONSIHIL I I 1'E THF `'C:'e hinate 4Uffibriz84 j.T RG. =..=.,,;GNrR P -:_.;,TPI 1 ,,, .a ....;�.. t .: :,,I N( ,., 4.D - J ,1 SNt Z 26t. ..,;. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (E0524 Dogwood Modified - Lot 1 Paradise Preserve A7) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 16.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :B2 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5 2x4 SP #3: DL-3.5 psf, wind BC DL=5.0 psf. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 4X4 4X4= IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) 8 F— BC 29 0.00 2.42 BC 97 2.42 10.08 BC 96 10.08 17.75 Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. 3X5�� HANGER - SIMPSON'S HUS26. T2 g FILL ALL NAIL HOLES. (A) NOTE: (A) SPECIFIED HANGER(S) BASED ON SOUTHERN PINE 9-9-15 LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT W5 CATALOG FOR PROPER APPLICATIONS. (B) 3X5o� 5X5= B2 ---j4 4 — 0-11-9� +10-1 2 2X4 III 3X5(E3) 5X7= 3X8(E3) III LE2-1-8,J iE2-2-12 1, 15-6-4 _I ( 2-5-0 1 7-8-0 1 7-8-0 17-9-0 Over 2 Supports R-966 U=871 W=3.5" R-703 U-248 c CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. b'.• ��l••'••.� T 3 R Scale =.25" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • •• T C L L 20.0 P S F R E F 8 1 5 1 80750 REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR.. SUITE Z00. MAD ISDN, WI 53719) AND WTCA IW000 TRUSS COUNCIL OR AMERICA, 6300 ENTERPRISE LN; No. w �� MADISON, WI 53719) FOR SAFETY PR ACi ICES PRIOR f0 PERFORMING THESE FUNCTIONS. UNLESS OF"' INDICATE L D 1 7.0 PSF F D A T E 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERTY AIIACH • L f L. RIGID CE IL TNG. S , = BC DL 10.0 PSF DRW HCUSR151 05168051 **IMPORTANT**FURNISH A COPY OF IHIS DESIGN I0 TUE INSIAtI-ATION C.ONTP.AI:TOR. ALPINE ENG NFLRF 11,U11:TS. INC. SHALL NOI BE. RFSPDNSIBLE TOR ANY DEV, TION FROM THIS UTSION; ANY FAIIURF I0 B IID IHF% T� L L 10.0 P S F H C-E N G RB/AP ALPINE IVUSS IN CONE(IR MANC L NIIH IPI: UP FABP ICAIINO, NYN t)I INC, SHINNING. 1NST IL1NG& I:R ACENG OF 1 US SFS. J* _ DESIGN CONI TIN MS WITH .P PL ICr\BiF PROVISIONS llk NDS (NATION\L DESIGN SPEC, BY AI RNA) ANO TP 1. US •� --- I t',A 'I'I"' I l(",AU 4O O W K H S GA! SI LL. A LY - 11 FECIOP PLAILS ARF MADI IT 20,18116 11.1,IS,X) A*P h.. ,I L D ( . T L ••. TO .LD. 47.0 PSF SEAN 16355 PI ATFS IO En(.FI Fqf[ OF iP I,IS ,1N U. UNI FSS 07HINWISI L CnTFU 11N IHil OFSIGN, ('fISIT10N PFN IIP nWINGS 1,I0�-J. .• -_.-_ -_� 7AIpine EP YinCCTC(1 Products, PC, AHINSP1,C[ION OI PLAIES F(IL10 EDBY (I) SHALL BC PER ANNEX AI OF IPU 2001 SEI:.3. A SEAL ITN INT HPAwINO INDICAIFS AC(FPIANCE OF PROF F SSI DNAI FFIG INUPIN,PI-SVONSIRIIITY "A EI IUP 1111 1116S Q)RI'o NF Hf UR.FAC 1.25 FROM PS 1950 Marley Drive DISI( SHOWN I" SIII:.P IL ITY AND ISI QI THIS ImPnNFDI FOR ANY BUILDING IS TH' I' NSIBI IIY 1I THE -- - ' ,a.iaines 338 Buu +C.NER P rnI L N: .....: .� CIN( ,.4.0 ...;: T � . . -1SN Z26 .. r L l-Ettific t 'Y{U[iiorizati Ou'1"" - — - - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified -- Lot 1 Paradise Preserve A8) Top chord 2x4 SP #2 N :1-2 2x4 SP #1 Dense: 120 mph wind, 16.23 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N :132 2x4 SP #1 Dense: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5 2x4 SP #3: OL 3.5 psf, wind BC DL-5.0 psf. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH – 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SP #3 or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. (B) Continuous lateral bracing equally spaced on member. Or 2x6 SP #3 or better "T" brace. 80% length of web member. Attached IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 29 0.00 2.42 4X4 i BC 97 2.42 10.08 4 X 4= BC 96 10.08 17.75 8 (— Deflection meets L/360 live and L/240 total load. Shim all supports to solid bearing. HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. 3 X 5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE T2 g LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. ( (A) 9-9-15 W5 (A) (B) 3 X 5 5X5= B2 4 4 — 0 11-9 +10-1-2 2X4111 5X7= 3X5 (E3) 3X8(E3) III 2-2-1215-6-4 F-2-5-0- 7-8-0 T 7-8-0 - 17-9-0 Over 2 Supports 'I R=834 U=812 R-834 U=370 CO PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. -3 FL 3 R - Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICAI ICN. HANDLING. SHIPPING. INSIALLING AND BPAC IN G. REFFR TO BCS7 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISIIFD 8Y TPI (TRUSS PLATE INSTITUTE, 58 v T C L L 20.0 P S F R E F R 15 1 80751 D'ONOFRIO DR., SUITE LI10. MADISON, WI 53!19) AND WTCA (VlOOp TRU55 CUUNCtL OF AMERICA, 6300 ENTERPRISE I� �• �� MADISON. WI 53719) FOR SAFETY PRACTICFS PRIOP TO PERIQRMING THESE FUNC.TRIONS. UNLESS OTHERWISE TNDI-ATI$i O 2 TC D L 7.0 P S F DATE 06/17/05 10P CHDRD SHALL HAVE PROPERLY ATTACHEU ST RUC TO RAE PA NFLS AN BOTTOM CIT0 D SHALL NAVE A PROPERLY AITACLIFE, RIGID CEILING. — * BC DL 10.0 PSF DRW HCUSR151 05168052 **IMPORTANT**FURNISH A COPY OF THIS De SIGN TO THE INSTALLATION CONIRArTOR. AIPINE ENGINEERF PPODUCIS. INC. HAI NUI BE RESPIINSIGLF FOP ANY DEVIATION IROM THIS DESIGN: ANY FAILUPE 10 BUILLI IH S A O • B C L L 10.0 P S F HC-ENG R B/A P ALPINE ROSS IN CONFIIRMANCE WI1H TPI: DIi1CATING, HANDLING. SNIPPING. 1NSIALITNG 8 BP ACING Uf IItUSSFS. 1 DL 1IC,N CONFORMS WITH APPI ICABLE PROVISIIINI pF ND.S (NATION AI. OFSIfN SPEC. BY AFAPA) AND III Al PINE rTNNFG,DR PI AIFS ARE MADE QF 207LB 7TeGA ,W.H,S,K, AS,N,A653 GRADE 4D7GD ,W, R7H.5, GALv- ;IEEE. PPIY �'••., •�O R1pQ;••'��y TOT.LD. 47.0 PSF SEAN- 16360 PLAfES 10 FACII FA C.0 OF IP IISS ANO ONI.FSS O"1HFRWISE IO(AIIO 0 THIS DESI!i N. PIIS ITION PIP. DRAWINGS 1.:"I i. IIIC Engineered Products, ❑C. ANY INSPECTION OF PLlIFS FOLLOWED HY (I) SHALL BE PER ANNEX A3 OF TPll-1002 SEI:.:1. A SEAL H THIS ••o•• �,� DURFAC 1.25 FROM PS D g DRAWING INOP,ATFS A P1ANC1 OF FRIfFSSIONAI INGINFIPTNG RF SPONSIBII ITY 1OIFIY FOP IHF IPIISS COMPONENT , ��•p� 1910�laines ,arlev Drive�38qq� pl yl ci x TO 11-ILI11 I SF IF THIS 'nxro -11IT TUR Y HIII DING IS IHV RF 51 UN51y IIY II THE — FLC:eitif ate 'o1'Xluthoi zati n' Sb./.:• Bun GNFa r ,. rPI z; :. ,, _. �,. V. ;:.0 I N4, 4.Ot a jft 1SNU ,_Z26t.,' (E0524 Dogwood Modified Lot 1 Paradise Preserve A9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5, W6 2x4 SP #3: DL=3.5 psf, wind BC DL-5.0 psf. :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' (A) Continuous lateral bracing equally spaced on member. Or 1x4 Left end vertical not exposed to wind pressure. SP #3 or better 'IT" brace. 80% length of web member. Attached IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 107 -0.33 17.71 HANGER - SIMPSON'S HUS26. 4X4 i FILL ALL NAIL HOLES. 4X4= NOTE: S F— SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 3X5 —I 8 9-9-15 ( 1.5X4/// (A) (A) W5 3X5 W6 0T4 �10-1-2 2X4111 3X8= 3X5= 4X4(E3) 3X6(E3) III I,2-2-12_1, 15-9-12 18-0-8 Over 2 Supports R=848 U-813 R-848 U=382 W-3.5'1 s Cgt� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. •••ENS••'��T 1 FL 3 R Scale =.25" Ft. **WARNING** TRUSSES REQUIRE EXTREME FIE CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • v TC LL 20.0 P S F R E F R151-- 80752 RFLLR TO Df Sl 1-03 (BUILDING f,OMPONENT SAFFiY INFORMATION), PUBLISHED BY TPI (iR115S PLATE INSTITUTE, TUTC, 5B D'ON0 FRIG OR., SU[TE I00. MADISON. W[ 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENIIRPRISE L O�522 MADISON, WE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICAT� T/, D L 7.0 P J F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHURD SHALL HAVE A PROPERLY ATTACH 1• RIGID CEILING. . BC DL 10.0 PSF DRW HCUSR151 05168053 **IMPORTANT**TANT** FURNISH A ulrr nr nils De SIGN TO nu. INST nIInn DN rON rR.v:TDR. rr lNe /NGT NFERr� ALPINE PRDD UC IS, INf. SHALL NDI PE HESPONS IISLE FOR ANY DL VIAI IIIN FROM IVIS Uf SIGN: ANY FAILURE TO BUILD IHF �. it •� B C L L 10.0 P S F HC -ENG R B/A P TRUSS 1N (UHF ORMA NCE 41t 111 TPI; OP IABIE7fAfING. IIn NDI-1 NG, tiHIPP IflG. INSTALLING R Alt NC.HE IP.115SE S. III SIGN CENT WIIII APPIICARLE PPOVISI0N5 HE NDS (NATIONAL OE SIGN SPEC, BY AIRPA ANO IPI. AI.PINi ///��•�• —CONNECTOR PIAIES AR.E MAD1 OF 20/18/16GA (W.H,SPK) AS MI A653 GRADE 40/6U (W, N/H.S) GAIV. SITE[. APPIY •.�O R1�P T O T L D 4 7.0 P S F S EON- 16364 PIAIES TO C CII IACE OF TRUSS AND. HNI FSS OIUERWISF IO'ATFO ON THIS DESIGN, ITIS ITTON PFR DP AW[NGS 1 O'� 1. M•�•••• __ _ Alpine Engineered Products, nc. ANY INSPEc11oN or PrAIFS FDLLowED BY (1) SHALL DE PEP ,N NI% Aft OF TPI1-zDDz sFr.3. A SEAL EN HIS V ��'••• � D U R.FAC. 1.25 F R O M P S 1950 Marley Drive DRAWING IOICATFS AC(FPIANCF Of PPOF E SS IONAI INGE NEER TNG PLSPONS IH It 1IY SOL r I Y FOR TPH TRUSS COMPONENT �� DISI SII 11H. III SIII IAR IL I IY A U I15F UT IIIIS ON1PONF IT FTU+ ANY HO II.O I NG IS THE PESPLNS IB IL I TY HE IHE �---- — --_ __ T'Cert Tames or zah St i" Hull u1NFR t t s ; c1N(#:. , ; 4.0� ,;_ jFt,, _1sNt, _ .,._z26t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified -- Lot 1 Paradise Preserve A10) Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #2 N :W5, W6 2x4 SP #3: DL-3.5 psf, wind BC DL-5.0 psf. :Rt Slider 2x4 SP #3: BLOCK LENGTH - 1.500' (B) Continuous lateral bracing equally spaced on member. Or 1x4 SP #3 or better "T" brace. 80% length of web member. Attached Deflection meets L/360 live and L/240 total load. with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) (A) Continuous lateral bracing equally spaced on member. Or 2x4 BC 107 -0.33 17.71 SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. 4X4=— HANGER = SIMPSON'S HUS26. 8 F— FILL ALL NAIL HOLES. NOTE: 4X44; SPECIFIED HANGER (S) BASED ON SOUTHERN PINE 3X5LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. (B) __l 8 1.5X49 (B) A) W5 3X5�� 0-3-8 W6 � 0-9-4 10-1 2 3X6111 3X8= 3X5= 4X4(E3) 3X6(E 3) Til 1,2-6-4 ,1- 15-9-12 _{ 1_= - - 18-4-0 Over 2 Supports R=862 U-789 W-3.5" R-862 U=390 W=3.5" wet . PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 CiW.IV 16*1 y X F`L 3 R - C Scale =.25" Ft. -WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING,' SHIPPING, INSTALLING AND BRACING. �:i •. T C L L 20.0 P J F R E F R151-- 80753 REY TO BCST T-D3 (BUTIDING COMPONENT SAFETY INT ORMAT CO N). PURL IS HFD BY TPI (TRUSS PLATF INSTITUTE, 583 O'ON0FRI0 DR.. SUITE ZOO, MADISON, WI 53]19) AND WTCA (WOIID TRUSS COUNCIL QF AMERICA, 63DO ENTERPRISE LN,� 1 MADISON. HE 53]19) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHFRWISE INDICATED. •� T C DI 7.D P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY AI TAC HED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIACBED C L RIGID FILING. = ` SBC DL 10.0 PSF DRW HCUSR151 o51eso5a **IMPORTANT**FIIR NISH A COPY OF THIS DESIGN TO TNF INSTALLATION CONTRACTOR. ALPINE ENf,INT FPE PPM DUCTS, INC. SHAIL NOT BE RESPONSIBLE FDR ANY DFVIAIIt1N IROM THIS DESIGN: ANY FAIT-URE Ttl BU I!, IH B C L L 10.0 P S F H C E N G RB/AP ALPINE TRUSS IN CONILRMANCF IIITH IPI: OR IAHPICAIING, HANDLING. SHIPPING, INSTA111NG R URAIIRL,LOIRE! DESIGN CONFtIhM115 WITH APPI.ICABEE PROVISTMNS Of NDS (NAIIONAI OFSICN SPEC, BY AFRPA) AND IPI. ALPINE T D T.L D. 47.0 P S F S EON- 16369 CONNECTOR P{AIFS AR4 NADE OF ZOf IB/TbGA (W,H�S(K) ASTM A653 GRAOF 4 i1 IW. K/II,S) GAL V. SIEE L. APPLY RD PI-"TES TO EACH IACC llf IPlISS ANO. UN I.C55 0111 T RW TSF I1CA, D ON TTI I_ OE S IGH. POSITION PFR UR/W INGS IIT O,L Z. ♦Qln,O•• ••• ANY INSVECIION OF Pt ALES T�IIOWtU H (iJ til LL BE PTR .\ BE A3 OF TP II IO O2 SEG.i, A SE At •••w�••• __ .—..__- — .. '1�))Ilf:Elt$It1C0TCd Products, nC. DRAWING IND II:A TES AC VI'.NCE D( 1P TFT SS II N.1 hNFINFFPIiIf,RI SPONSIB II{1Y SDI fIY TM4 THt IR VSS CIttIVIUpf 1, SOON )� DUR.FAC. 1.25 FROM PS 1950 es iiiMarley Drive UFSIGN SHOWN. IBI IIIAPILIIY AND tit OF THIS CIHAPONL.NI FDP ANY UUIIOING IS IHt RCSPONVBILIIY OI 111E -- -- - ,vl.;`..:RacateTrAI-iOrizati JUT::;, Bua ,. v,ure r ,, ...:.rnl 1 .. ,. _:.:._...... .. .. ,�. ,)UI y ,- CIN(C. .4.0t JF 1SN . . _Z26t,, C v, hficate THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified Lot 1 Paradise Preserve All) Top chord 2x4 SP #2 N 120 mph wind, 16.14 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :141, W2, W3, W4, M3 2x4 SP #2 N: BC DL-5.0 psf. :W5 2x6 SP #1 Dense: d L360 live Deflection meets L ve an240 total load. SPECIAL LOADS / / (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) + Member to be laterally TC From 154 PLF at 0.33 to 154 PLF at 18.33 Y braced for horizontal wind loads. BC From 40 PLF at 0.00 to 40 PLF at 18.33 Bracing system to be designed and furnished by others. See DRW HCUSR001 02086012 for gable details. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and 4 X 4= supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be 8 designed by the building designer. (**) plate(s) require special positioning.Refer to 4X4,i tooth count on scaled plot for special plate positioning requirements. 3X6�� 2X4111 M3 Shim all supports to solid bearing. W3 8 2 X 4 111 W2 W1 3X5�� W5 W4 1.5X4(**) III 0-3-8 + + + + + �iO 0�4 10-1-2 3X6111 3X8= 3X6= 1.5X4(**) III 12-6-4 I 15-9-12 ,I 18-4-0 Over 2 Supports 'I R=661 U=478 W=3.5" R=280 PLF U=202 PLF W=10 2 0 unu Note: All Plates Are 1.5X4 Except As Shown. F• C+�akkk S •PLT TYP. Wave TPI Desi n Crit: TPI 1995 STD FBC 7.1 �••��,E1NT . FL/-/3/-/-/R/- yScale =.2511 Ft. **WARNING** IRUSSFS REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. 'ft; :� � T C L L 20.0 P S F R E F R151-- 80754 REFER TO BCSI 101 (D U IIDINC,C,OMPONENT 'AF'TY INFORMATION). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 5131 D'ONOFRIO DR., SUITE 200, MAD ISON, W I53]19) ANO NTCA (WO DO IR USS COUNCIL OF AMER{CA, 6300 ENTERPRISE LN. '. MADISON, WI 57]ia) FOR SAF'TV PRACTICES PRIOR I PERFORMING THESE FUNf,TI(INS. UNLESS OTNFRWISF INDICATED • �T C D L 7 0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATIACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AT TAC HED RIGID CEILING. **IMPORTANT**FURNISH A COPY OF THIS DLSIGH TO THF INSTALLATION CONIPAI.TOR. At PINI FN C,T NFf RED •i ST T BC DL 10.0 PSF DRW HCUSR151 05168090 ALPINE PRODUCTS. INC. SIIAIL N01 HF R"PUNT"' FON ANY aFVIAT P)N IR11M lFl[S ULSIf,N; ANY I II HRI lu DIIILD INE :• . B C L L 1 O.O P S F FIC-ENG R B/A P IPUSS IN CO NF OIt MANCE tl[TH 1P I: OR FABRICAIING, HANDLI15, SHIPPING, INSTALLING R HPAI.ING OF IRHSSFS. GF5[GN CONFORFIS WIIII APPLICABLE PROVISIONS OF NDS (NATIONAL DFSIGN Sf EC, BY AF&PA) AND IPI. .11PIN1. w O�l O•• (10NNEf IDR PLA IFS ARF MADE OF 20 lB„(il bti (W,Hj S/K) ASTM AE51 GRADE AO/ti0 (W. K/H.S) fALV_ SIIfL. AP PIY Imo- ` TOT.LD 47.0 P S F S E Q N- 16376 .•._ PLATES TO EAt:11 FA" OF iR 1I SS AND. UNI.TSS OIHE2WISC LOCATIO ON MIS DE SIf,FI, POST TION IIf I'.A4!Ifl f.S tGDA T. •�•M�•..� ---- -- -- ---- AIY1111C Engineered Products, ❑C. ANY INSPE'.I[HN OF PLATES I°"OWED BY (i) SHAH BF PFP ANNFX A3 OF IPI1-2002 SEC.'. SEAL ON THIS INAL DUR FAC. 1.25 FROM PS I' g IHR AW T NG IND PATES A(CI P IA NILF IIF PPD FF SS ION II FN6 TNIIRIN.PFSPONSIBT{.I IY SOI It FOP TILE IPNSS COIPOENl NT •� 1950 I.UICF Dr-IVC DIS .N c ,•+HI. S ' AHiI ITY D USF 01 IFAS ftMPONFNI IOP ANY BALI1DING IS THE RESPONti tB II I I OI INF -r Aaines�t, F. 338+"��, Burs. TGnIR .., :IPI I jf. : THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified Lot 1 Paradise Preserve B1) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) See DWG GBLLETIND405 for more requirements. BC 75 -0.41 17.75 Deflection meets L/360 live and L/240 total load. The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be designed by the building designer. + Member to be laterally braced for horizontal wind loads. Bracing system to be designed and furnished by others. 4X4-- See X4=See DWG HCUSR001-02086015 for more requirements. 8 F— LLN 3X31 X36X8111 6X8111 + +0-9-4 + 0 9 4 1012 T LI-3-2j L_1-3-.�j 1 2-15 1-2 15 7-9-1 _I_ 7-9-1 f 1 18-0-0 Over Continuous Support R-102 PLF U-70 PLF W=18-0-0 Note: All Plates Are 1.5X4 Except As Shown. S F• PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. �'••.t�j 1 FL 3 R - ( Scale =.3125" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSIALIING AND BRACING. T C L L 20.0 P S F R E F 8 1 5 1 80755 OTTER l0 RCSI 1-03 (RUiL D3NG COMPONENT SAFETY ]NFORMATION). PUBLISHED BY TPI (TRUSS PLATE INST IFUTE, 58. D'ONOFR LO DR.. SUI IL 200, MADISON, W1 "7"' AND WICA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L J MADISON, WI 53]10) FOR SAFETY PRACTICES PRIOR TO PERFORMING THE SE FUNCTIONS. UNLESS OTHERWISE INDICATE� 2 1 T C D L 7.0 PSF DATE D 6/1 7/D 5 TOP CHORD SIIALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOITOM CHURD SHALL NAVE A PROPERLY ATTACH 1� J RIGID CTiIIN G. : 1 BC DL 10.0 PSF DRW HCUSR151 05168056 **IMPORTANT *FIIFNI II A DOPY OF THIS DESIGN TO TUT INSTAIIA1roN CONTRACTOR. AI.P INF ENC IN ERT PRIIDUCTS. IN SHAII N HE RESPONSIBIL FOR ANY Ok VIAT10N FR011 [[ITS DESIGN; ANY TA II IIPk lO BVITo fIl ALPINE TRUSS IN CONI GI MANCE III III 1P1: ,R FABRICATING, HANDLING„ SHIPPING, INSIALI IND,R BRAZING Of 1RUISS TAT ; BC LL , 10.0 P S F HC-ENG RB/AP "' k SIGN CONEOI'MS WI111 All'I"].H I.E PRO L�I11US n NOS (NAI I')NAt IIT SIf,N SVE f„ BY Af RP A) AND TPI ALPINE • — -- CQNNECTDR PLATES ARF M Lf ]E L0f18i]LC?A (W•H S1Y.) ASTM A653 GR ADL 40/60 (FI, 1(1,Sj GALV SIFFI_ APPLY 'sem �•' TOT.L D 47.0 P S F S EON- 16315 PLA TTS IO FAT❑ TACC Irt TI+l15S AND. IINI FSS ITIIT RWI SF LOf rA1LU P11 THIS DESIGN. F(SIT IIT II Pf fl IIMGS U.OA ]. ' 0 f �� • _ ___ __ _ 7�uineemdEnProducts, nC. ANYINSPI.IION of PLATES FQILOWkDHY (i) SHALBC P111ANNEX 4T OF IVII-2001 SEI.3. AI Q11 IVIS DUR.EAC. 1.25 FROM PS DRAWING INF ICATEA AfCFPTANCE OT PPOC FSS I(IAI INGINFIPIDO PESPQNSIBII 11 S iFLY Illli 111{ ]-'s Ct?Mi'11NF NT ' �� 1950 Mal ALIVE D(SI cH�N. TH S Idv.tuTr U SF Of IVIS nMP RIFNI FOR II IL PINI; IS iDF Vk SPONSIH ItV Of 1HF -- - — ---- -31950 .Drive Pull lGNER. 11111 L .,w ,. . _ .. t . ,� ..,.. � ► a MCIN 4.OV, i -1SN _ Z `- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified - Lot 1 Paradise Preserve B2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH — 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH — 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 97 0.00 18,00 4X4= 1.5X4--'` 1.5X4,1 8 8 3X5 3X5�� 0-9-4 0-9-4 101 2 3X8= 4X4(E3) = 4X4(E3) 3X6 (E3) III 3X6(E3) III �1-3-0 j L_1-3-2j 9-0-0 i 9-0-0 18-0-0 Over 2 Supports _1 R-923 U-628 W-3.5" R=923 U=628 W=3.5" S.F=•COII�� PLT TYP. Wave TPI Desi n Crit:a TPI 1995 STD FBC 7. 6 �''Vb%4NT FL 3 R - ( Scale =.312580756 " F[t. —WARNING— IROSSES REOIIIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING ANLL BRACING. •~� T C L L 20.0 PSF R L F R151-- 8 0 7;!6 REFER TO BCST 1-03 (Bit TO TNG COMPONENT SAFETY INFORMATION), P119LISH ED BY TPi (TRUSS PL AIE INST ITDTf, 583 • r U'DNOFBE IO OR., SUITE 20'4'A . MADISON, WL 53119) AND 1111 (WOOD TRUSS CD UN C)L OF AMERICA, 5300 EN rF RPR,ISE L Q• MOPTCD CA OFI O RDW SNA LL19 AVEO PROPERLY Al T AC H ED11 PDA I S Sig U CRURALP P ANCIST ANDDO BOTTOMHIS CHORDNSHALLS IFNHAVE AL SS T PROPERLYI ATTTACHE= , DL 7.0 PJF DATE 06/17/05 RIGID CEILING. BC OL 10.0 PSF DRW HCUSR151 05168057 *IMPORTANT** EIH.NISII A COPY Or IVIS DESIGN TO 1114 1.181ILEA TI ON LON1RAf IDR. ,ALPINE CNGTNE ERF - ALPINE "I OILID INC. SHALL NI,I DE PI SPONSIBLE FIR ANY DEVI TI.N IRON THIS DESIGN; ANY IALLDPl III BU IID IN '; BC LL 10.0 PSF NC-ENG RB/AP IRlIS1 iN (I Nr IT IiMANCE WITH TVI; ON EAHI lCA1IN(i. H TDL TNG, SH TPN INf,, INST LLIfYG 8 BR A(:I Nf OF IPLI SSf S. f1E SIGN ITN[OP MS WI III APPLICABLE R41,N(111111$ IF NOS (NATI fill ILLS I'D SPEC, HY I?.PA) AND IPI \I PINE p �• `� �— ),INEi-IUI PLATES NR'L MADE IT ,D-16,16GA ,L.H,1,K, ASTM A"B3 ;eAr ,L-GD ,W. K,I1.1, 11'A ,IEEE. PP , r TOT.LD 47 0 PSF SEAN- 16318 Pl Iiti Ir FACH FACE Dr TR1151 AND TNI.I.SS 011ir RWISF I((.1'ID IN TIIl,TIFS IGIJ, fOS.IT IU11 PCR(1P It HC,ti 1COA ��• •.•1•• c v ••�•H ]pine Engh eered Products,.ne. ANY I1'.P! 11nN Ilh PITIES {ILL04lEJ HY (I) .HALL BE PFf IN4X A3 or T ,1-2001 FC.3. SIAI IN rnIS FAC " p - g IP IINr; IIDICAIIS CE I. 'II lE IR) F;SION 1 IRGIH(FI I, IF 110111111 111 11,11.11 roe I'll 111111 cUMP INfIn � DDR.I AC. 1.175 FROII PS 1950 Malley Drive pF•I IHI U fns U.f lY PTI, la ( Illl NT ,IFNI Iat ANY L-111 111116 IS THE PISV"N,1H In TI 711E "-- -.- .�,, -IaineB 338 nlnl l '• 'unicNFR _ TPr L _ _ _. .t .. ..,..,: 9,-... ...�s_CIN( , 40 �:;. Jf :,1SN :_Z26 Fr.i ertificate 'rS>��bciza Lo I=3UI (E0524 Dogwood Modified Lot 1 Paradise Preserve Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 2 COMPLETE TRUSSES REQUIRED Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Nailing Schedule: (0.13111x3"_-Gun nails) Top Chord: 1 Row @12.00" o.c. LOAD CONTINUOUS LOADS LOAD CONC. LOADS Bot Chord: 1 Row @12.00" o.c. CASE SIDE L-PLF R-PLF START END CASE SIDE MAG X-LOC Webs : 1 Row @ 4" o.c. 1 T 14.0 14.0 -1.3 23.9 Use equal spacing between rows and stagger nails 1 T 40.0 40.0 -1.3 23.9 in each row to avoid splitting. 1 T 4.0 4.0 -1.3 0.0 1 B 20.0 20.0 0.0 23.9 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not 1 B 20.0 20.0 0.0 23.9 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Roof overhang supports 2.00 psf soffit load. DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7 0 0 jacks with no webs. TC 24 7.00 23.92 BC 69 0.29 23.92 Left side jacks have 7-0 0 setback with 0-0-0 cant and 1-5-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1 5-0 Deflection meets L/360 live and L1240 total load. overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. 5X5= 3X8= 1.5X4111 5X8= 3.5 r 2-4-6 10-1-2 5X5= 3X5(Al) = 3X5= 5X14= 1.5X4111 1-4-0 L, 7-0-0 ,1, 16-11-0 1 =- 23-11-0 Over 2 Supports R=2275 U-1416 W=3.5" R=2426 U=1451 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 r Ci�1�l••''•. Y FL 3 R - Scale =.2511 Ft. -WARNING-TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. (� • (� (` [ 80757 REFER TO BC ST 1 03 (BUILDING COMPONENT SAFETY INFORMAIION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 ` TC LL 20.0 P S F REF F R 1 5 1 8 0 7 5 7 D'ONOFR IO DR.. SUITE 200, MADISON. WI 5, 19) AND WTCA (W000 TRUSS COUNCIL QF AMERICA, 6300 ENIERPR ISE LN.� �� •. MADISON, Wl 537IU) FUR SAFETY PRACTICES PRIDR TO PERFORMING THESE FUNCTIONS TUNS. UNLESS 01 HERWISC INDICATED, T C D L 7.0 P S F DATE 06/17/05 TUP fHORp SHALL HAVE PROPERLY A7IAC HED STRUCTURAL PANELS ANU DO TTOM CHCH, SHALL 11A VE A PRIIPERLY ATTACHED 1� RIGID CEILING. 1 C DL 10.0 PSF DRW HCUSR151 05168058 *IMPORTANT** FURNISH A COPY Or THIS DESIGN 10 114E INSTALLATION CONTRACTOR. AIPINF ENGINEERED ALPINE PI0DEC,S. INC. SHALL N01 BE PESPQNSIULE FOR ANY DEVIAIIUN FRUM THIS DF 570N: ANY FAILURE IO OU IID 111E ' •• B C L L 10.0 P S F H C-E NG RB/AP IR USS IN CUNT LIR MANCE WI TII IPI: ,R VAHII If,ATING. IIAHULIN6. SHIPPING. INS7AI LING N BRACING OF TP IS SES. /��. T DESIGN CON T R,MS WI 111 API'/ICABIF PPI V,SIONS F NDS (N P,IIONAL Dk SIGN SPEC, I1Y AI BP A) AND It, ?.FEINT �/ INNEC,UR PEA FS ARE MAD/ DF ?0118 1(G., (w 11 S/R) ASIM 4653 GRADE 40/60 (W. P/H,S) PALV S,IFI. APPLY ' .C 0 RTO '•� TOT.L D 47.0 P S F S E A N- 15952 C PLATES TO E?.% IA(J II IPIISS AND Uh1!ISS OTHIRWISF I0CA T F 1) 'IN THIS OF IGM, PUSH TO VFP UP..UINGS 160A7 -Z. • • ___ _ Alpine Engineered Products, nc. AD INSPECTION DF PI4I1n 1DI1`C,G RY 11) s",d1 BE PER ANNEX A3 HI /VII-IUQZ SF C.3. 1d UFl IVIS •�•••�-•' DDR.FAC. 1.25 FROM PS 1950 MarIeY Drive DH plNf. /lip if M1TCS ld IPT VIJCF QF PR 1FssTUNAI FN GI NE FR T 111 RF S PU N S I II II III 1IIFIY TOR 111 HISS f.O MRD HE NI III e qq( H H Uf II 11 Nl FOR ^tY D SLUING IS INF Pk SPINSIHI IIY IE ilif - -- _ F'�Vertticateof utnorizaton `S17s Unl ,,ir,NFR r .� >.5 ,Rr K, CIN .. .. 4.0 f . TSN .: Z26 ,... THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified Lot 1 Paradise Preserve C2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT I1, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 96 0.29 8.29 Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4 3.5 x- 2-8-15 A-10 1 2 2X4(Al) = 3X3= LE1-4-OY --8-3-8 Over 2 Supports 3�1 R-493 U=351 W-3.5" R=366 U=305 W-3.5" ° PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7 f0/4•.UQ 2 FAL 3 R - ( Scale =.3751180758 Ft[.p —WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BR ACIN6. 2 0.0 PSF F R E E R 1 5 1 8 Q 7 5 8 REFER TO BCST 1 03 (BUILDING COMPO NE Ni SAFE IY TNEBRMATIDN), PUBLtS HEO BY IPI (TRUSS PLATE INSTITUTE. 56. D'ONOFft IO DR., SU FIE 200, MADISON. WI 53]III AND WICA (WOOD TRUSS COUNCIL OF AMERICA, 63011 ENIERPRI SE L MADISON, WI 53]19) EOR SAFETY PRACTICES PRIOR TO PERFORMING,THESE FUNCTIONS. 'UNLESS OTIITRWISE INDICAII 1 T C D L 7.0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY AT/ACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL II AVE A PROPERTY ATTACHFLC RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168059 —IMPORTANT—FDRNTSH A COPY OF IHIS DESIGN TO THF_ INSTAILATTON-NTRACTOR. Al PINI FNGTNCFRC /AlppineEngineered INE 05 DC TS. INC. SHML NOT DE IttS PtINSIBLE FDR ANY DEVIAI,IIN FROM,HIS DESIGN: ANY FAIT 1101 IO OUIIo IH1� A'T : BC LL 10.0 PSF HC-ENG RB/AP TRUSS IN CONFORMANCE WITH IP[: tlN FAB R.ICATING, II I,N UL lil f.. SNIFF TNG, INSTALLING R BRAC INIi(lF TRESSES.• DESIGN CONFORMS WIIH APPIICABLE PROVISIONS ETF NDS (NATIONAL DESIGN SPEC BY AFRPA) AND TPI. PI GINE •• ' T O T L D. 47.0 P S F S E Q N- 16398 {II CONNECTOR PLA.I ES ARE MAIZE Of 20/1A!16CA (W HiS/Y) ASTM A6S1 GRABS ILI B IW, K/I1,S) GALV SIE FL. PI'LY • ✓ PI AIES TO EAF4i FACE 01 IRHSS AND. IINI FSS OIIICPWISE IOCAIFD ON THIS DESIGN, POSITION PER DPAWIGCI IGUA-Z. .•� _____.. PTOdUC1S, DC. ANYCIIIINOFPIPIES FOLLOWED BY (i) SIIILL BE PCP ANNLX A3 OF TPII20O1 Cf.3. A SAL Iti•�••• DDR.FAQ. 1 25FRQI'I PS IIPAW IMG INPIG AIFS I'I PTANCE QF PR IFF SSIONA( FNf.THFI R INC, RTSPONSIBII ITY 811 CIY FIIP 1111 IRIISS (:O fiPONFNT ' a.� `� 1950 Mai ley Drive DE 51 SI WN. III wFlAD11IIY ANO RF III IHIS CD111't NF NI Foe ANY .111111 NI6 IS 1111 FFSV IRIOII I I Y OI IHShi,is ■••-I ``_ - LL"ettcate o5 iut7soriza$�odff oi; BUIL ::r ,:1GNFR IPI I ..:.. �,:.. .:CIN4..... : 4.0�., J�' 1SNU _Z26 (E0524 Dogwood Modified Lot 1 Paradise Preserve D1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf,, wind Webs 2x4 SP #3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.08 12.08 The building designer is responsible for the design of the roof and ceiling diaphragms, gable end shear walls, and + Member to be laterally braced for horizontal wind loads. supporting shear walls. Shear walls must provide continuous Bracing system to be designed and furnished by others. lateral restraint to the gable end. All connections to be See DWG HCUSR001 02086015 for designed by the building designer. more requirements. 4X4= 8F- 8 6X8111 3X3% 3X3�� + 6X8III 0-9-4 n n n + 0-9-4 8-8-9 L_1 3 1_�j �1 3 1j 1-2-15 1-2-15 4-9-1 ,I_ 4-9-1 I I 12-0-0 Over Continuous Support R=107 PEE U=80 PLF W=12-0-0 ,0q�1MN�N Note: All Plates Are 1.5X4 Except As Shown. CA,.... w' PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. -5 BENS •'• T ( L -/3/-/-/R/- Scale =.375" Ft. **WARNING** TRUSSES PLOVIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. '� T C L L 20.0 P S F R E F R 1 5 1 80759 P.FFER 70 CST 1 03 LHHILDING COMPONLNT SAFETY INFORMATION), PUBLISHED BY TPI FIR USS PIATE INSTITUTE, 5H3r /� WON OFR IO DR.. SUITE 200, MApI SON, WI 53]19) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 FSEE RPR ISE L y- ?21 MADISON, WT 537191 FOR SAFETY PPACIICFS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATC '• T C D L 7 0 P S F DATE 06/17/05 TOP CHORU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATIACHE RIGID CEILING. L TAE C DL 10.0 PSF DRW HCUSR151 05168060 **IMPORTANT**FURNISH A COPY 'IF THIS DrSIGN To THF INSTAIIATT N IONTIIICTOR. AIPINF FNGINFFRED - VRDI1UC15, INC. SH All NDI HF RF SPONSIBIL 4118 ANY OEVI ATIHN FROM IHI DESIGN: ANY FAILUPE 10 BUT I.o TIIC (` (` G ALPINE TRUSS IN fONF OR MANCL WITH TPI; t!P FABD.ICAI IDG, H NDI IN,, SHIPP INT.. INSTALLING A BRACING O( TP115 SI S. •• • C LL 10.0 P S F HC-ENG RB/AP DESIGN CONMP.MS WITH APDL IC.AHLE R091SIp(W DF NDS LNAIIINAI. DESIGN SPCC. HY AFFPA) AND IPI. IIILY ..O RI P TOT T L D. 4 7.0 P S F S E 0 N- 16402 CONNECTOR PLAFES ARE MADE OF /0118/if,GA (W,H/S!K) AlINi A653 GRAD! 40100 (41. Y/H.S) GAL V. SIE EL. DPLY /\�•♦�� Q.••f�� PLATES I0 EACH FACE OI TPUSS AILD, DNI.ESS OTHERWISE Ln[AFED FIN THIS DISIGN, PO.ITIDN PIP URAYl1Nf5 If:nA ]. G _ _ _ ANY INSPLIT IDN OF PLATES FULL DWL0 BY (iJ SHALL 0[ PIR ANNEX AlOF 1911 ?C u2 R;.3. A SFAL OFl THIS ��•�•• D U R.F A C 1 L 5 FROM P S VIppine En ineered Products, nc. IAL g IT ItAWING INDICATES A(IFPT ANCF OF DP f(ti5ION 11 _NGINF(P.1 NG IIF SPIINSII111 TTY SIH IIY fOP TIIF IPDSS CnM(lIN[Ni 1950 M3(Iey'Drive DFSI N SHOWN. TIIF SII IR II.I IY AND USF III I H I S C,IMPINI NI IIIR Ally III ILO LNG IS III[ PFSPUNS IH IL I I1 �F IHE!lain — ---- - -- -- - - es "lert ficateW AUtiiorizatioi ' HULL ... IGNER .... ,;.IPI 1JUn ,... _. t . .:CINt- 4.0t Jf 1SN9. Z261, > , (E0524Dogwood Modified Lot 1 Paradise Preserve 02) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.00 12.00 4X4= s F a 3X5% 3X5�� 0-9 4 0-9-4 1.5X4111 —F +10 1 2 4X4(E3) = 4X4(E3) 3X6(E3) III 3X6(E3) III ►, 6-0-0 _I, 6-0-0 _I 12-0-0 Over 2 Supports R=564 U-410 W-3.5" R-564 U (E0524 Dogwood Modified Lot 1 Paradise Preserve D3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP 112 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-=3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.00 12.00 HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 4X4=- 8 X4=8 F 8 3X5-i 3X5�� 0-9-4 0-9-4 —�— � 10-1-2 1.5 X 4 111 4X4(E3) 4X4(E3) 3X6(E3) III 3X6(E3) III E, 6-0-0 ,I, 6-0-0 1 LE 12-0-0 Over 2 Supports R=564 U=410 W=3.5" R=564 U=410 f1MUM -C 0 0i PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 . �S•�••C'�N+S'•,�.�TY. FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CAPE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. • 80761 REFER TO °CSI 1-V3 (BUTIDIIG COMPONENT SAFETY INFORMATION), PU°LISI11 BY TPI (TRUSS PIATC INSTITUTE, 11, • T C L L 20.0 P S F R E F R 1 5 1 0 0 7 6 1 D'ON oFR10 OR., SU IiE 20U, MADISQN, WL 53]19) AND WI CA (W oop TRUSS COUNCIL OF AMERLCA , 630D ENTERPRISE LN . (` MDP EC HORDWS NALLT HAVE DPRQPC PROPERLY A TTAC IIE DSITR UCTUR AL PPA NEL SIANDTBO ETOM UCHURDNS HALLNLESS HAVE AT PROPERLYWISE INDfCATFD ATTACH LD ' mT C D L 7.0 P S F DATE 06/17/05 RIGID CUTTING,. r BC DL 10.0 PSF DRW HCUSR151 05168062 **IMPORTANT** 1,UN NISH-,torr OF nils DESIGN ID TIIE INSTALLATION CONTPACIOR, AIPINF ENGINEER[ 1 RnD UCIS INC. STIALL NUI Nk. PE SNONS:ULE FOE. ANY DEV[JION IRDM IRIS DESIGN: ANY to IL DNI IQ BII:LD III. —•:..••ST F .•�Y BC LL —, 10.0 PSF HC-ENG RB/AP ALPINE NUSS IN fll fl,I'S ANCI WIIN IPI: BN 1<AFING, H LADLING, SHIPPING, :NST ATI TNG R PACING Uf IP IS SE S. /Ip •(.�= DESIGN CONFORMS WITU A('PI I81, IE PROVISIONS DT NDS (NATION At. D[SIGN SPEC. DY AERP A) AND II'I. ATP INE O — IONNEC(O II;TFS API MADE OF 2Q/IR,16GA (W,H S;K) AS I1 A651 GRAD! All,IV IW K;II,1) OALV SIEIT. AVPIY • ORI TOT.L D. 47.0 P S F _S E O N- 16408 PI AT[S TO FAIH FAG[ )F IRIISS AND UNLESS OFF FNWISF OCAIED oN THIS DFSIGN P-1 T ION PIP OPAWINGS i,Fl;.-J. S Mme•••• ---- ---- _ AlpineEn ineeredProducts, nc. ^NY 1111"1,(["" IIF PLA ICS I(ILLOWEO RY (i) S"AIT °[ PCR A"'NF% Ai IF IPIl 8"" 1I(,1. A SFA[ ON IVIS DUR.FAC. 1.25 FROM PS g 1) AIJIN1 INDfC AT[S AIfFP(ANCF 1( IP 44 S1IONAI FNGINFFRING,PFSPONSINII IIY 5)1 I I Y TOP. 11F N1,15 COM1,6NIN1 �95DW-1-1�nVe Ill l/ TI ^4111 TY �F THIS IM'Iry NI FOP N; DIIILD TNG I 111E I'I.SP IINSIH IIY OF TIN Baines �„ 338qq� Hu r1 ,�. ICNER .:, TPI T ,,<. �Un FL Certificate ofAut6orizatlon##�b I" '" "z. = .J-CINn '4.0 -_ Tl 1 S N Z 2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified - Lot 1 Paradise Preserve - El) Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #1 Dense Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :W5 2x4 SP #2 N: BC DL-5.0 psf. (A) Continuous lateral bracing equally spaced on member. Or 2x4 Right end vertical not exposed to wind pressure. SP #3 or better "T" brace. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7-0-0 jacks with no webs. TC 24 6.87 18.04 BC 44 0.17 18.04 Left side jacks have 7-0-0 setback with 0-0-0 cant and 1-5-0 overhang. End jacks have 7-0-0 setback with 0 0 0 cant and 1-5.-0 Deflection meets L/360 live and L1240 total load. overhang. Right side jacks have 0-0-0 setback with 0 0-0 cant and 0-0-0 overhang. 5X8= 2X4111 5V= 1.5 X 4 X7=1.5X4 3.5 r T2 T 2-4-6 W5 EEI 1012 3X5= 5X12= 3X8(Al) = 2X4111 L1-4-0:J I, 7-0-0 ,I, 11-2-0 ,I 18-2-0 Over 2 Supports R-1680 U-1191 W-3.499" �+ R=1868 U-1258 W-3.5" S ii0L ,Y PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. ••• �• • ••..t�! FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. = s OFFER TU BCSI T-03 (BUILDING COMPONENT SAFETY INFORMATI011), PUBLISHED BY TPI (TRUSS PLATE INSiI7UIE, SB" �/_ TC LL 20.0 P S F R E F R 1 5 1 - 80762 WON IIRIO DR., SO ITC 200. MADISON, WL 53719) AND WT CA (W000 TRUSS C.OUNC IL OF AMERICA. 6300 ENTERPRISE L • No. �� /MG'✓1 MADISON, NI 53719) FOR SAF C TY PRACT ICCS PRIOR TO PERFORMING THESE FUNGI LONS. UNLESS OTHERWISC INDICATE ry T C DI 7.0 P S F DATE T E 0 6/1 7/0 TOP CHORD SHALL HAVE PRO FLY ATTACHED SIRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH L .J !1 L U J - RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168063 **IMPORTANT**FURNISH A t'OPY OF 11118 DESIGN TO THE IN-AIIATInN CONTRACTOR. Al PIN[ ENGTNFFRr ALPINE ODUCIS, SIIA LL NOT HE RESPUNSI BIF FOP ANY DEV AlION FROM THIS UESI IN NY FAIT UPF IO PU LID "1 BC L1 10.0 PSF HC-ENG RB/AP TRUSS 1N fONI OO MANCE. WITH IP1; UR FABIt ICAIINC., H+.NULING. SHIPPING. INSTALLING R NN.AI TNG OF 1RUlIES. % E :. IJ Li L I .(J` -.If (�LIVU RB/AP DESIGN COT FORMS 1-0I TH APPL IcnnlF PRDVI51ON5 DF Nos (n.T1Ar:AL DESIGN IGN SPPc. BY nrsPA) AND IPI. AIPINE T O T L D 47.0 P J F S FUN- 16413 f(INH4 CION PI AIFS ARE MSDf OE 7O/ID/1(i fiA (H,tI,S/K7 AS IIA A653 GRADE d016O (U. I ",5) GALV 511 F1 APPIY %. /O��O• •• - - -- PRATES IU FAC 11 FACE OF 1RU- AND, UNLESS NTIIIRIIST Ln—ED ON TUTS OES ir,N. POSI TTOII PEP DPAWIIIGS 160:\ •�� _— AI)ineEn ineered Products, nc. ANY INSPI.IION OT PL ES INCE Or BY (1) SNAIL BE PEI NNEX A3 OF 1 111/002 SFC D. S SEAL ON THIS ••a....•-_`� DUR FAC 1.25 FROM PS t � DRAWING INDICATES CCIT Nf,t: OT PETITE SSi�)N AI ENGINTI PIN IT tiP(IN 1IH 1111'! SII F I Y Ii1P 14Ii TR ISS (:IIMVIF NEVI ' e �1 1950 Waite,-Drive III SI u�'"'. TH S I,. IIITY F nI 1H15 OMPINTNI FHR. Y HIIIDIN� Il HU l"ID11IH TTY II RHI G� - -- N n � t,,. Ha;Mee sasaa H11T GNTR ... <TP, 1 ... , .d ,.,, .� -,., ,CIN4, 4.0 J� , 1SN ... Z26 , ti.� _..< F L C'ertlflcate of Authonzapon d�$�!' � - --+�+-` THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified Lot 1 Paradise Preserve E2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 96 -0.04 7.96 Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X4 3.5 F 2-8-15 10 1 2 WN 2X4(Al) = 3X3= L1-4-0>J i8-3-8 Over 2 Supports R=493 U=351 W-3.5" R-366 U=305 W-3.5" r luuaw G C O 1 IIV ,�� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 8�••o S•'-,1TY. FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARL IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND BRACING. • TC L L 2 0.0 P S F R E F R 1 5 1 80763 REFER TO SCSI 1-03 (B 1111 DING COMPONENT SAFFTY INFORMATION), POHLISIIED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ON0FR 10 DR.. SUITE 200, MADISON. WI 53719) AND WTCA (HOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN15 /� S06/17/05 MTOP ADIC ICATED H9RDSON W SHALLIHAV EO PR OPLRLY ATTACHED HEOCE SSIN STRUCTURAL Uft AL PPA I L SI AND BOTTOM UCHORDN SHAL LNHA HAVE ATPRUPERLYIA O TAC HE •' =T C DL 7.0 P S F DATE T E RIGID CEILING. T BC DL 10.0 PSF DRW HCUSR151 05168064 IMPORTANT P RITMPORTA NC.�*$HlIR NISH NUTA BCPPY OF THIS RC SPONSINI FU FOR GN NYU THE DEYIAIINI NT EROMT TON S(:DE SII(:NTOk. ANV FAIT OIit FN TOL BU1I 11 DFIH 100 •• :1 ALPINE ROSS IN (ONIORMANCF WI IH IPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLINf.R BRM TNG OF 1P IIS SFS. 1O BC LL 10.0 P S F HC RB/AP DFSIGN CONFORMS WI III APPIICARIF PROVISIONS PF NDS (NATIONAL DESIGN SPF(:. DY AFRPA) AND IP1. AIPIHF O R% ••• � TOT.L D. 47.0 P S F S E Q N- 1642 1 CONNECT OP PLATES ARF MADE OL 2O/18/16GA (W,II/S/K) ASTM A653 GRADE d(1/til! (VI K/II.S) C.AI V. S EFT. A{PIY PIATES TO FA(:H FA(.F OF TRUSS AND. OW FSS (IIHFRWISI IOCAIFD ON 11111 DVSIGN POSIT II!N (Ik IORAWINC.S IfIDA Z. ••••••�•••�••. \ /' 7AIpineEnineeredF'rdcs, nc. ANY INSPINDICA OF PIATFS EN('FOOFD DY (;) SNAIL NE PFP ANNEX A3 OF TPI1 20G1 SELY F SF ( CN THISDUR.FAC 1.25 FROM PS g ORPWING INDICATES ACfFPI N('F OF PP)EF5111 NAI. ENGINEERING PFSP ONSIR II TTY S)1 FLY FOR T F TRHSS C(MPONFNI I I950 M3rIEY Dr1VCIOF 51( SHODN. TJ11111.11 TTY PND 1111 (lf 1II15 (OFT P(i NI NI FOR ANY BUILDING IS THF PFS N 'r tifD lLl l11 IIIF -- FL°L rtfica fain�Le rniiCtoriza8l »SuT" BUFF,. ,.,J GHIR .. ,:1P1 1 ., ,:::.,..... .:, ...: 'Junz:...0 IN - 6t, 4.0 :. J 1SN ,. _Z2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified Lot 1 Paradise Preserve E3) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP ffl Dense located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL-3.5 psf, wind BC DL 5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Right end vertical not exposed to wind pressure. CHORD SPACING(IN OC) START(FT) END(FT) BC 75 0.29 8.00 Deflection meets L/360 live and L/240 total load. HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 2X5111 3.5 1- 2-7-14 }10-1 2 1.5X4111 rr 2X4(Al) L,1-4-OY — 8-0-0 Over 2 Supports R-480 U-342 W=3.499" R=352 U-293 owu COQ�� PLT TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7. .�Y�NS•'•.�T 1 FL Z 3 R Scale —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. � TC LL 20.0 P S F R E F R 15 1 80764 REF FR TO eCSI 1-03 (BUILDING COMPONENT SAFETY INFORMAL ION), PUULISHED BY TPI (TRUSS PLATE INSTITUTE, 58 �• D'ONOE RIO DR., SO IFE 200. MADISON. W1 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE L N 2 1 MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FI1NCTfONS. UNLESS OTHERWISE INOIC.AT1a. • T C D L 70 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTA CHEO 'TR UC III RAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY AIIACH RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168065 —IMPORTANT" FURNISH A COPY or THIS UESIGN 111 Tor INSTALLATION CONTRACTOR. AI.PINF ENGINFER ALPINE PRODUCTS. INC. SHALL NQI HE RESPONSIBLE FOR ANY DEVIAl10N FROM THIS UES ION: ANY FAILORI 10 BUILD Til T : B C L L 10.0 P S F H C-ENG RB/AP TRUSS IN fI1NF OR MA Nf,E WITH TF1; Ok FABRICATING, HA 11IING. 5HIIPING, 1NSIALt LNG R BP LING Of 1R IIS SES. DIS ION Cl1N FORMS WITH AP ((]ABLE FRONTS LONS UI NDS (NATIONAL DESIGN SPEC. BY K/U. AND TF1. ALPJNE • Q R1VP•• TOT L D 47.0 P S F S E Q N- 16425 CONNECIOR PLA IFS ARI MADE OF 20/I8/16GA (W,K/1/K) ASTM AGSt GRADE 40 6O IW. K'TI,S) GAIN 51Frt. APPLY ISI.ATES I() IA(:11 FACT OF TPUAS AND, UNLESS 0FiUPWISE IOI.AIED ON THIS DESIGN, P95711f111 IFP IIPAWINGS I60A I _ •• ANY INSVECFION OF PLAILS -LIDDED BY (i) SHALL 8E PFR hNNEX A3 (If 1111 2002 SEC.:1- t SEAL ON IVIS • ••• •••• )pinC Engineered Products, nc. DRA(1!NG INDICATES A(CrPTANCF BF PRDFFOSIf NA 1 FNG ITJIIRINf.PESPONSI R ILITY 501 FLY FOP TIIF IPDSS COMPONEI,T DUR.FAC. 1.25 FROM PS 1950 Marley Drive lo—G. IH SI IIAHIL[TY A D II Sk OF IDII 'GMPONFNI IDR ANY -i111LUI I5 IHE RE SPIdI'K ID II III I1I IBL - Iaines 3384 G L' r,NIR P rP I I J la tr'tietiscate °'cutiod�at�o l/. �, .>,.�.. .: U I,_ - ,..., IN( :4.0 Jf 1 S N t -Z26 ' THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified - Lot 1 Paradise Preserve E4) Top chord 2x4 SP #2 N SPECIAL LOADS Bot chord 2x6 SP #1 Dense -- -- (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.=1.25) Webs 2x4 SP #3 TC From 54 FILE at -1.42 to 54 ELF at 8.00 BC From 4 PLF at -1.42 to 4 ELF at 0.00 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, not BC From 40 PLF at 0.00 to 40 ELF at 8.00 located within 4.50 ft from roof edge, CAT II, EXP C, wind TC BC 564 LB Conc. Load at 2.19, 4.19, 6.19 DL-3.5 psf, wind BC DL=5.0 psf. Right end vertical not exposed to ,wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 74 0.29 8.00 HANGER = SIMPSON'S HUS26. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 1.5X4111 3X8-- 3.5 2-7-14 L EJ 10-1-2 3X8111 3X5= 2X5 (Al) L.::1-4-0.>J -8-0-0 Over 2 Supports -� R=1317 U=1028 W-3.499" R=1207 U=880 �sF:•...... ,s PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. r$�••r S•�•••�f1T FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING.AND BRACING. • L L 20.0 P S F R E F 8 1 5 1 80765 ".N .E F ER TD SCSI 1-03 (DUI FD I NO COMPONENT SAFE FY INFORMATION), PURLS(SHED BY TPI (TRUSS PLATE INSTITUTE, 583 :• D'ONo 11 IO DR., SUITE 200. MADISON. WI 53719) ANp WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE 1 2� MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THOSE IIIRICIONS. UNI ESS OTHERWISE INDICATE '• T C D L 7.0 P S F DATE O C 1 7 O 5 TOP CHURD SHALL HAVE PRf1PFRLV ATTACHED STRUCTURAL PANELS AND 80170M CMORU SHALL HAVE A PROPERLY ATTACIIC� = V/1 / J RIGID CEILING. **IMPORTANT** FURN 6H A COPY OF THIS DESIGN TO Tec INSTALLATION CON1RAf TOR. AI PTNC FNG[NFFRFD TAT BC DL 10.0 PSF DRW HCUSR151 05168066 ALPINE PRODUC OS. INf,. SHALL NOT BE PFSPONSTHIE THE ANY DIVTAIION IRDM THIS DF SIGN: ANY IAILURE 111 BIIIFU THE = C L L 10.0 P S F H C-E N G RB/AP IR USS TN fONE URMANCE WIIH IPF Uk Ff.BR ICAI IN G, HANULIMG, SHIPPING, INSTALLING A RRAf TNG OF TPIISSFS. i DESIGN CONFOP MS WITH APPI I-BLF PROVISIONS OF NUS (NATION A I- OFSIGN SP Ff, BV AFAPA) AND TPI. \H INT /�*• y��■P (' (� CO NNECTOP PLATES ARE MADE OF 20/18/1-A (W,H/S/K) ASTM 4653 GRADF 4O/6U (W, K/H,S) GALV SITT.I. APPL I /�� O R' ,Y.•'•�� 0 T L D 47.0 P S F S Ela N 16430 PIAIFS TO FACT FACE DE fRIISS AND 'INT FSS OTHERIIISE LOCATED UN THIS DFSIGN, POST T To PEI ISR+WINGS If IA 1. ..OR • � 1 IIIeEP 1nC21'EdProducts,.I1C. "NY INSPLITII OF PLATES TOLLOWIU RY (17 SHAH 8F PEO -NNk% .13 OF TPI1 2002 SEC.3. A SF AI ON THIS �� DUR FAC. 1.25 FROM PS Engineered ON AWING IEIU Tf AIFS A (II InNCF OF PR OT[SSIONAI INf.I Nf fRIN.PE SPONSIU IL[TY SOI EIY FOR il! IPI1S5 f.OMP UNFNi I95DMarley()1'lt'e DES[ SHiWN. 111 SOIIANIITTY ANH USF OF fIIIS CQNPI�NENT FI1R ANY HUIIDINI. IS fHt R[SPINIIHI.IfY OF IIIE __.. -' -- "-' --'- - Uaines 338 ., BUIL n;nRR I .v TPT I ..OIL III . .. ;, ..<:�U CIN( 4.D ..: Jf , 1SN ificate X[Ui'nionzation W JYY2 :.,:_Z 2 6t _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified Lot 1 Paradise Preserve F1), Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL-5.0 psf. End verticals not exposed to wind pressure. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 120 -0.08 21.83 + Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the Bracing system to be designed and furnished by others. roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous See DWG HCUSROOI-02086015 for lateral restraint to the gable end. All connections to be more requirements. designed by the building designer.` 4X4- 8 —1 8 6X8111 3 X 3 3X3-- + + 6X8111 0-9-4 + 0-9 4 1012 7— 5X5= 3 , -3 11 z 151 9-7-9 I 9-7-9 J1 2-15—1 21-9-0 Over Continuous Support j R=101 PLF U=63 PLF W=21-9-0 rf Note: All Plates Are 1.5X4 Except As Shown. F,•C�L[�� TYP. Wave TPI Design Crit: TPI 1995 STD FBC 7.1 0-S •• CEJy3.•••.• TY. FL -/3/-/-/R/- PLTScale =.3125" Ft. **WARNING`*TRUSSES REQUIRE EXTREME ME CARE IN FABRICATION.!CATION, HANDLING, SHIPPING. INSTALLING AND BRACING. • LL 20.0 P S F R E F 8 15 1 80766 PETER TO BCS! I-O3 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 •• D'ONO FRIG DR., SUITE 200. MADTSO N, WI 53719) AND WT CA (WOOD TRUSS COUNCIL OF AMERICA. 6301) ENTERPRISE LN= Na 2 1. MADISON, WI 537191 FOP. SAFELY PRAf,IIC,ES PRIOR TO PERFORMING TI{ESE FUNCTIONS. UNLESS OTHERWISE INUICAI[DF.� T C D L 7.0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTA C,HFO SlR UCIU0.AL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATT Af,HEO RIGID CEILING. _ BC DL 10.0 PSF DRW HCUSR151 05168067 **IMPORTANT**FOPPISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPINF ENGINFE RI' $� ALPINE PRODUCTS. INC. SHALL NUI OE RESPONSIBLL FON ANY UIVIAIION TR9M TH15 ULSIGN; ANV FAILU11 IO BUILD THE D L 10.0 P S F HC-ENG ]D/A P TRUSS IN CONFORMANCE H11H IV1: OP FABRICATING. HANDL INf, SNIPPING. INSTALLING B HI AC INf.OF TR US SF S. . B C L R U fi DFS LGN CONFORMS WITH APPLICABLE PPDVISIONS OF NOS SIMANAI DESIGN SPEC. BY K/H,1) AHD TPI_ ALPINE �O F� R1�.•'� TOT.L D 47.0 P S F S EON- 16381 C,ON NECIOR PLATES ARC MARC Uf 9U/ltl/16GA (W,H/SCK) ASTM A653 GRAUE AU;60 (L1, K/H,S) GAT.1. STEEL. APPLY PLATES 10 FAT'.H FACF !F TRUSS AND. ON(FSS OIHFRWI 5E 1OCATEO ON !HIS IIFSIGN, POSITION PFR OPA.WIN G5 I6 f1A-i •• ti•.„•. ._ _ ._ _ Ai Alpine inecred Products, nc. ANY [N51'ECT"'" OF PLAItS lDI LOWED BY (!) SHALL BE PFR ANNEX A3 OF TPII 9009 SEC.3, A SEAL UN THIS �� BUR.FAC. 1 25 FROM PS P OR AWfNG NO ICAfES A If PIANCC Of PFOFFSSIONAL FNGINFFPING PT SPON}IBIIITY SOIFIY FDP THE (PISS COMPONENT 1950 atlev Drive Ut SI �1 N. II TAHIIITY I ST OF iH1S I`1:P UNF IT FUR NY RUII DING, IS THF PFSP NSIIV III 1F INF � -- IEVI$'.,.Haines 338 ., ,,. BUTL ,;_-,.IeNER r _., IPI I .. :...:, - .�„ ,.,:: ;�,.,,. rLUertLficateo' fumouzation '�bX - CIN( =:4.D _ 3 ... —ISN -.�_Z26 .x THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524 Dogwood Modified Lot 1 Paradise Preserve - F2) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x6 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: BC DL-5.0 psf. :Lt Wedge 2x4 SP #3::Rt Wedge 2x4 SP #3: IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) -- (LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.-1.25) BC 120 0.06 21.69 TC From 54 PLF at 1.41 to 54 PLF at 23.16 BC From 4 PLF at -1.41 to 4 PLF at 0.00 Deflection meets L/360 live and L/240 total load. BC From 40 PLF at 0.00 to 40 PLF at 6.20 BC From 110 PLF at 6.20 to 110 PLF at 15.88 BC From 40 PLF at 15.88 to 40 PLF at 21.75 BC From 4 PLF at 21.75 to 4 PLF at 23.16 4X4=- 1.5X4 111 X4=1.5X4111 1.5X4111 8F— � 8 W3 W2 5X5(B2) = 5X5 (B2) 0-9-40-9-4 10-1-2 � 3X5= 8X8= 1- 3 L1-3-_� 10-10-8 ,I, 10-10-8 ,I 21-9-0 Over 2 Supports R=1433 U=684 W=3.5" R=1443 U-684 W=3.5" PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. EIV&" �OT 9 FL 3 R Scale =.3125" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. � C L L 20.0 P S F R E F 8 1 5 1 80767 RFFER TO BCST 1 03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TP1 (TRUSS PLATE INSTITUTE, 58 �� D'ONOFRIO DR., SUITE 200, MADISON, WE 53719) AND WT CA (WOOD TRUSS COUNCIL OT AMERICA, 6300 ENTERPRISE L� MADISON, WI 53719) EOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLFSS OTHERWISE INDTCAT T C D L 7.0 P S F DATE 06/17/05 TOP CHORD SHALL HAVE PROPERLY ATTAC HE STRUCTURAL PANELS AN BIT FIB CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. 1 BC DL 10.0 PSF DRW HCUSR151 05168068 —IMPORTANT—FUPNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERF �� C i LJ A L P I N E PRODUCTS. INC. SNAIL NUI UE RESPONSIBLE FUR ANY DEVIATION FROM IH IS DESIGN; ANY FAIL"" TO BU11G TH G D I 1 0°O P C F -E W G RB/AP 1RUSS IN CUNEOR MANCE WI IH IPI: OR FABPLC AIING, HA NU1 0' SHIPPING, INSTALLING h IT OF TRUSSES_ '� U LL .J 1. l7 DESI f.N CONFOP.MS WITH GPPL[CAHIC PROVISIONS OF NDS (NAIIDNAI DESIGN SPF C., BY AFRPA) AND IPI. AI PIT Nr dp . O R1��' T O T L D 47.0 P S F S E A N- 16385 CONNECTOR PLA IES ARE MADE OF 20/L8/16GA (W.H/S/K) ASTM A653 GOALIE 4"760 (W, K/H,S) GATl SIEEL. AI'PIY /w7� ,t n PI AIFS 10 EACH FACE OF TRUSS AND. 1/NI FSS OTIIF RWISE OCA IED ON TNIS DI SIGN. POSITION L'IH IIP AWINGS Ifi(I A-/ A� • � � Ylpine EnYi❑eered Products, IIe. 'ANY1NSPE(FtON OF PLA lFS fDII OWED HY (i) SNAlE RE VFN AN NEN A) OF IPI!-2002 SEC.i. A SE Af. ON 11115 -- -- - (`'IRAWING INDICA IFS A (l PIANCC Of PROFFSSIONAL INT,INIFPING PFSPONSIUII.ITY SOLELY IOR IIIF TPIISS COMPDNENT NAL D D R°F A C 1.25 FROM P S 1950 Malley Drive , DFSI SII SON. IIIF SIII IADILITY AND USF OI THIS IOHPONENI FOR ANY OUILDING IS TUE RI SPONSIBIL I TY OF TUE » C` s tficate 'r��CTunat4o!� ur.:: BD II ,IGNFNP ,,, PI I ,r.,,,: ,. .ti... . .:. ,, M.. .:�IN(t .4.0 �f .. 15(V ;_226 . THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified - Lot 1 Paradise Preserve F3) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP yl Dense located wm$kfn r4.50 fbofr;ofnAFo6f,eeo@,CCAiiit�,TCXDLC3.WipdfTCwind Webs 2x4 SP #3 BC-DL55p0fpsTiiind BC DL 5.0 psf. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Deflection meets L/360 live and L/240 total load. 1.5X4111 1.5X441 8 3X5�� 0-3-8 �— 0-9-4 —F + 1 2 5X7(R) 111 4X4(E3) = T 3X6(E3) III �8-5-8 Over 2 Supports R=398 U=446 W=3.5" R=398 U=180 W=3.5" "oLl 0. PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 740. ••••ENb'•••�':0'T 4 FL 3 R Scale =.375" Ft. "WARNING—TRUSSES REOUTRE EXTREME CARL IN FABRICATION. HANDLING, SHIPPING, INSIALLING AND PRACING. L L 20.0 P S F R E F R151-- 80768 REFER TO SCSI 1-03 (BUILDING C,OMPONE NT SAFETY INFORMATION). PUBLISHED DY TPI (TRUSS PLATE INSTITUTE, 58 O'ONO FRIG DR., SUITE 200. MADISON, WI 53T I9) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISEIN MADISON, WI 53]19) FOR SAFETY PRACTICES PRIOR TO PEBEDRMING THESE FUNCTIONS. UNLESS OTHFRWISE INDICAT • •• T C D L 7 0 P S F DATE 06/17/05 IOP CHORU SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH : RIGID ID CE TI.TNG. BC DL 10.0 PSF DRW HCUSR151 05168069 —IMPORTANT—FIIRNISII A COPY OF THIS OFSTGN 10 THE INSTALLATIDN CONTRACTOR. ALPINF FNGTNFFRF! C ee pA��/� ALPINE PRODUCTS. INC. SHALL 1101 BE RESPUN61PlE FOR ANY DEVIATION IRUI THIS OFSIGN: NY FAILURE TO BUILD TIT S�^ C L L 1 0.0 P S F HC -ENG RB/AP MUSS IN CONFORMA Nf.E WITH TP[: OR FARRI CAI INC. HANOI TNG, IGT PPINC„ INSTALLING 8 BRACING OF TROSSES. Oi: lJ DESIGN CONFORMS WIIM AP('I ICABLE PPOV IS HF NDS (NA II(A A.L DESIGN SPCC. BY AF&PA) AHL1 TPI. AI PINF L■ (` (` CONNECTOR PI 1TF5 All MADE OF 70118111f,A (W H/S/K) ASTM A653 GRADE 40/60 (W. KIH,S) GALV. SIFFL. A!'VIY O R•O••••�� TOT.LD 47.0 P J F J E ET N 16388 PI AIFS TO FACII'FA I TRUSS AND, IINLE SS CIHERWISF IDT A1111 ON THIS OF SIGN, POSITION PER DR AIJIN GS if D.A Z. _(� ••MN•••• ` _...__ _, __ (' �Alpine E❑ ineered Products, nC. ANY INSPE1I10N OF TL IES FOIIOWED BY (i) SHAIPE PER ANNEX A3 OE TP[1-9002 STC.3. A SEAL ON THISDDR.FAC. 1.25 FROM PS DRAWING INDICATES ACCILIANLE OF PPOEFSSIONAI FNGINEFPING ITSPONSTRILITY SOIIIY ISR TIIF (PUSS I.I1MPFIFNT ©NAt, 1950Made),DrivC DF SI N vG WN. tH SII IADIIITY AND TSF UI THIS 60F1PINENI FOR ANY BUILDING IS IPE "FSPIINSIBIIIIY II THE /ry1 - ---- -- a.,, .Maines .:. 338 11111 7 IGNIN ..;.;.IPI 1 - ,. `:,�..;'— - ..::, 9,• V.2' 'I'C ertificate r tttitYTorizatio Jul:. ... - .. C I N( ... ,'4.D ... .-. 1 S N Z 2 6 PREPARED 8/22/03, 16:50:43 INSPECTION TICKET PAGE 10 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1484 LAUREL WAY SUBDIV: TENANT, NBR: OCCUP LICENSE INSPECTION CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER BESTCON, INC. PHONE (904) 266-3747 PARCEL - - - APPL NUMBER: 03-00026722 OCCUPATIONAL LICENSE ------------------------------------------------------------------------------------------------ PERMIT: OCCP 00 OCCUPATIONAL LICENSE INSPECT. REQUESTED INSP DESCRIPTION TYP/SQ----COMPLETED---R,ESULT ULTS/COMMENTS ------------------------------------------------ ------ --------- ------ ------------- 70 01 25 UPATIONAL INSPECTION TIME: 17:00 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/22/03, 16 :50 :43 INSPECTION TICKET PAGE 11 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 8/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1484 LAUREL WAY SUBDIV: TENANT, NBR: OCCUP LICENSE INSPECTION CONTRACTOR BESTCON, INC. PHONE (904) 246-3747 OWNER BESTCON FENCE, INC. PHONE (904) 246-3747 PARCEL - - - APPL NUMBER: 03-00026723 OCCUPATIONAL LICENSE ------------------------------------------------------------------------------------------------ PERMIT: OCCP 00 OCCUPATIONAL LICENSE INSPECT. REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT SULTS/COMMENTS 70 01 8�/2�5.//003 L OCCUPATIONAL INSPECTION TIME: 17 :00 _ u -------------------------------------- COMMENTS AND NOTES ----------- THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified - Lot 1 Paradise Preserve CJl 2R 2L) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC, bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 9 0.17 0.88 3.5 — 10-4-14 0-7-6 R=-82 U-180 10-1-2 R=O U=180 2X4(Al) L,1-4-0I+ 1-0-0 Over 3 Supports 1— 1 R=256 U=276 W=3.5" �t1>�rM1f PLT TYP . Wave TPI Design Crit: TPI-1995 STD FBC 7.1 6' GEN•. T FL 3 R - Scale =.375" Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. � • T C L L 20.0 P S F R E F R151-- 8 0 7 6 9 REFER TO BCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE 7NSTITUTE, 583 D'ONO FR IO Dft., SUI FE 200, MADISON, WI 53719) AHU WTCA (WLIUD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN e • i T(� MOP)CHORD SHALL)WAVED PROPERLY ATTACHEDSSTR.UCTURAL10 TO P PANELS ANDNO BOTTOMU111.1.N SHALL S. NE SSHAVE AT PROPERLYtRWISE )NDICATED AIIACHBD- 2 ' I C DL 7.0 P S F DATE 06/17/05 RIGID CEILING. C DL 10.0 PSF DRW HCUSR151 05168070 *°IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THF INSTALLATION CIINTRACTUR. ALPINE FNGINFFRCD �� T ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAIIURE 10 BUILD THE B C L L 1 0.0 P S F HC-ENG RB/AP TRUSS IN C.ONE O RM A NCE WITH IPI; OR FAB R IC AI IN G, HA ND I.ING, SII IPPIN G, INS TALL I NO R BRACING OF )FUSSES. DESIGN CONFORMS WITH APP;ICABIE PROVISIONS OF NDS (RAFI(INAL DESIGN SPFC, BY AFg PA) ANO TPI. ALPINE • I •� CON NEC IOR PLA ITS ARE MADE OF 20/1H/TOGA IW.H/S/K) ASIM A653 GRADE 40/60 (W, K/H,S) .ALV. STEEL. APPLY .�i O R1�.�� TOT T L D 4 7.0 P S F S E 0 N 1 G 4'J'J nn PLATES FD EACH FACE OF TRUSS AND. UNLESS OT LIEF NIS' L0f,NNE ON THIS OFSIGN. POSITION PFR DRAWINGS tEOA-Z. • �........� C l/IY 1 V J J 1 ine En irteered Products, nc. ANY INSPECTION OF PLAIES FOLLOWED BY (I) SHALT_ BE PER ANNEX A3 OF IP1I-2002 SEC.3. A SEAL ON THIS O U R FAC. 1.25 F R 0 M P S p g OOAWING INDICATES AICFPTANCF OF PPIIFE5510NAi CNGINFEP INf, P,F SPONSFO II IIY 8(11(LY FOR TIFF TRUSS COFIPDNf PIF ` I9$0 iwailCy l)Ztl'E IIf SI SHO N. TH S1II 13IL[TY AND USL (IF 11115 OMP IN FNI FpN ANY HU 1I.DING IS 1Ht RC SPONSIHILIIY OI THE �* ` �.„,. [aiues 33844 Bull ,TGNER 'JC rPl 1 �x�...,g, aaF.. :: �...�.. ;:..<� I0 C IN :..,,,::._ 4.0 ,: .:,. JET.,.. ISN .._,. Z26�c..:,-., L—kC'trtificatc CiY1i6Tizati %` (E0524 Dogwood Modified Lot 1 Paradise Preserve CJ3 2R 2L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 33 0.17 2.88 3.5 T+10-11-14 R=48 U=180 12 6 J- -A}1012 R=49 U=180 2X4(Al) LE1-4-01+ 3-0-0 Over 3 Supports R=265 U=215 W=3.5" Cj �,:..r.'0 PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E •s 4 FL 'IR - Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO BCS1 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5B • TC LL 20.0 P S F R E F R 1 5 1 80770 D'ONOFR IO DR., SU[TE 200, MADETY[SO N, WI 53719) AND WTCEllA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE I* �. A �•. /� (` [ 'L LE MOPICHOROWSHALLI HAVEO PROPERLY ATTACHEDSSTRUCTURALTO P PANELS[ANDNG T BOTTOMU CHORDN SHALLS. UN HAYE ASIi OTHERWISE PROPERLY[A/D)ACHM t.�,T (- T C D L 7.0 PSF DATE 0 6/1 7/0 5 RIGID CEILING. 'r * * 'I **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINE FRF A'{ B/C` DL 10.0 PSF HC-ENG y(C`D 5R1J1 05168071 ALPINE PRODUCIS. INC. SHALL NQT BF RESPONSIBLE FOR ANY UEVIATION FROM TII15 DtSIGN; ANY IAIEIIRF TO BUILD TH TATE OF BC LL 1D.0 PSF HC—ENG RB/AP TRUSS IN C(INFOR MAN CE WITH TPI; (IR TAHH ICATING, VIA NDLINO, SHIPPING. INSIAlLINO F BRACING OI IHI/S SF.S. DESIGN CONFORMS WITH APPI.ICABLF PROVISIONS OF NOS (RATIONAI OFSIGN SPEC, BY Al BPA) ANO TPT- ALPINE [- --- (� 16437 I c CONNEC,IOR PIATES ARE MADE OF 211/iHj lOGA (W,H/S/K) AS IM A6S3 GRADE 40/60 (W, K/11,SJ `ALV. 51'11. APPLY •`O O1QP�� TOT. Il A 7.0 PSF F S E O N 1 6 4 3 7 PLATES TO F.ACN FACE Of TRUSS pHO, IINL ESS OISE R4ITSE LICATfO ON THIS DESIGN POSITION PER DRAI1I GS 16DA-Z. LD 4 J 71pine En Tineered Products, nC. ANY INSPECTION OF PLATES FEELOWED HY (1) SHALL BE PFF ANNEX A3 OF IPII-20(11 SEC.3. A SEAL UN TUTS •�•�••DRAWING INDICATES AC,(IPTANCE OF PROFISSIONAL ENG rnLERING RI SPONSInILITY SOLELY FOR Till [PUSS f()MPONFNI D U R FAC. 1.25 FR0M PS 1950Mariey Drive UE 51 SI(W THF I I1ABII TTY ANO LIF OI THIS PMI)NF NI FOR ANY BUILDING IS IHE RFSPU4S16It ITY OI INF IaineN _ 33844 HUIL I CNER P rPI 1 ,: YL",_rtnficake yitY'tYi ri ti>�S'"` z._:...� ; J :� ISN = Z26 .; -:_ �- o.CIN „ 4.0 (E0524 Dogwood Modified Lot 1 Paradise Preserve CJ5 2R 2L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: DL-3.5 psf, wind BC DL-5.0 psf. CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 57 0.17 4.88 3.5 11 6 14 R-112 U=181 T-7- 1-9-6 10-1-2 PN R=92 U=180 2X4(Al) Lt1-4-0>J 5-0-0 Over 3 Supports R=346 U=254 W-3.5" Cl PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. C'� 'W&-.%T Y. FL 3 R - Scale **WARNING**']BUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACING. T C L L 20.0 P S F R E F R151- 80771 REFER TO BCS. L-03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TOT (TRUSS PLATE INSTITUTE, 583 O'ONOF RIO OR.. SUITE 200, MADISON, WI 53/19) ANOR D WICA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENtERPRISE LNC 2 TTO PICHO RDW SMALL H AVEO PR OPERLY ATTACHEDS STRUCTURALPERE PANEELSI ANDT HOTTOMHESE UC DOR ONS HALL HAVE ALESS T PROPERLYHERWISE A0TTACHEOICATED� • S T C D L 7.0 P S F DATE 06/17/05 RIG IO CEILING. (� **IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THF INSTALLATION CONTRACTOR. Al PINE ENGINEERED= • C DL 10.0 PSF DRW HCUSR151 05168072 PR000CT5, INC. SHALI NOF BE RESPONSIBLE 1111 ANY pEVIAiION FROM THIS DESIGN: ANY FAILURE TO HlI11D THE �� L/` /� T,F� ALPINE TRUSS IN CONFORMANCE W III IPI; OR FABRICATING. IIANUL ING, SflI ING, INSI AtI ING 8 URAL ING OF 1RUSSFS. O�� BC LL 10.0 PSF HC-ENG RB/AP DESIGN CONFORMS W1IH AP PI ICABIC PROVISIONS OF NDS (NATIONAL DF SIGN SPIC, RY AFGPA) ANO IPi. ALPINE .. CONNECTOR PLATES ARE MAD[. OF 20/18/16GA (W,H�S;N) ASTM A6S3 GRADE 40/60 lW. K/H,5) GALV. SEEEL. APPLY (� TOT.L D. 47.0 P S F S E Q N- 16440 PLATS TO FACH FACT OF TRUSS AND, UNLESS OTHERWISE tOCATFO ON IVIS DES ION. POSII((IN PFR URAWfNGS IUOA-1. FROM (` Alpine 1;11 eeted Products, ]1C. ANY INSP(:C11UN OF PLAi1.S FOtIOWED BY (i) SII ELL UE PER ANN(% A3 OF IPIt-t0O1 SEP.3. A SF AI ON THIS DDR FAC 1 25 1 R01'I PJ 1> g DRAWING INIII"ATFS AC FP iANf1 OF PRL FE SS IDN AI INGINFI R INC,RESP(INSIBII ITV SOLELY FOR TIII TRUSS C.F1'ONFNT y i 1950 Marley'Drive 0E11s1,u SOOwN. I SUI—ILITY AND USE OF IRIS COMPONENT FOR ANY BUILDING 15 THE RL.SPJNSIBILI IY OF IHfHaines •,FNp�� 14.4,_ _ L'W, !erhficateo AM1.Mor Z3I�LL Hllll! If.NFN ....,...:..TP. I .k. ".'.: Jun J F11... _ .....:,: L-"" .;: .ti. av .a._... w ..::. L ...r C I NJ[... :,:4• ,,:� .. J _:,. I SN -_Z 2 �;..� THIS DWG PREPARFD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (EO524 Dogwood Modified - Lot 1 Paradise Preserve EJ7 NC) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 75 0.17 6.88 3.5 r R=169 U-263 T +12-1-14 2-4 6 1012 R=134 U=180 2X4(Al) L11-4-01J 7-0-0 Over 3 Supports --> R=435 U=312 W-3.5" S �:•CO��I� PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. E N �'•.Y�+U 15 FL 3 R - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING., SHIPPING, INSTALLING AND BRACING. ' GI T C L L 20.0 P S F R E F R 1 5 1 - 80772 REFER TO ROSE 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TVI (TRUSS PLATE INSTITUTE, 58 O.ONOf R[G OR.. SUITE 200, MADISON. WI 5.3]19) ANO WTCA (WOOD TRUSS COUNCIL OF AMERICA, 63V0 ENTERPRISE L �• .� 2- MADE ` MADI50 N, WI 53719) FOR SAFETY PP.ACi ICES PRIOR TO PERFORMING THF SE FUNG.Ti0N S. UNLESS OT HF RW ISE INDICAT L T C D L 7.0 P S F DATE 06/17/05 IOP CHORD SHALL HAVE PROPERLY AI TACHE. STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACH RIGID CEILING. j BC DL 10.0 PSF DRW HCUSR151 05168073 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THF INSTALLATION CONTRACTOR. ALPINE rNGINF RE ALPINE PRODUCTS. INC. SHALL NOT BE RFSP.NSIHLL FUR ANY DFVIATION FROM 1H11 .ESIGN; ANY FAIT URE TD BUILD IH TA B C L L 1 0.0 PSF F H C-E N G RB/AP IR USS IN CONFORMANCE WITH IPI; .R FABRIC Al IN LANDI.ING, SHIPPING. INSIALLINIi R BR AI.7NG OF S (� OF S IGH CONE OP.MS WITH APPI ICABLF PAOVISI.NS OF NUS (NATION AI p(SIGN SV Ff, BY AFhPA) AND TP 1. ALPINE P TOT.L D 47.0 PSF S EON 16443 (,ONNECTIIR PL ALIS ARE MAIL OF 211/18/16 GA (W,H/S/V) ASIM 1653 GRADE 40;60 (W, K/H,S) GALV SILEI AFPI.Y '�� OR�0•••� - PIATFS Tll EA(TI FACE OF ERAS' ANO, " I ESS (1 EOCRWISF iOCAi(0 ON THIS OESTG N. POSITION PLk OPT AN 1NGS I.OA Z. Ai ineEn ineered Products, nc. ANY INSPLC,I ION OF PLATES IO1U)WED DY (1) SHILL DL PER ANNEX "OF IPE, 2.02 SL 1;.3. A RAL R 11111 �l�`�`` DUR.FAC. 1.25 FROM PS i3 DRAWING THI AIFS AC, PIANG1 OF PRIf FSSILN AL FNGINFEPING RFSPONIIBIIIIY SOIFIY F(IP III, IP115S COMPONENT 111 N(♦ 195.Nt0i�Cy I7ffi t'C BF SI N St 1WN. II lTeH1LI1V AND 151. OF THIS 11111.NIDI FOR fy WHITE ING IS TVI, 111P.DlIBILT I .F 1 •••1♦11 1'� ---- '— --- -'-- r� ertl5cat unor'zation ;;....0 IN ,.�4.O -s=. ;. J ,.: 15 ,, THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524-Dogwood Modified - Lot 1 Paradise Preserve HJ7 D45) Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7 98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP 1f3 BC DL-5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Hipjack supports 6-11 8 setback jacks with no webs. CHORD SPACING(IN OC) START(FT) END(FT) BC 71 0.17 9.71 Deflection meets L/360 live and L/240 total load. PROVIDE SPECIAL APPROVED RATED CONNECTION AT B.C. TOENAILING MAY NOT BE USED FOR CONNECTION AT B.C. 2.47 T + +12-1-13 3 X 5= R=207 U-298 r 2-4-4 10 1 2 1.5X4111 5X5= R=493 U=222 2X4(Al) LE 1-10-10 9-10-1 Over 3 Supports R-478 U=419 W=4.2" JUNE t/ S F_ COI PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7. • •EIV_V V Q IV 2 FL 3 R - Scale =.375" Ft. **WARNING**TRUSSES REIIUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. • •• T C L L 20.0 P S F R E F R151-- 80773 REFER TO BCSI 1503 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY IPI (TRUSS PLATE iN511IUTE, 5B U'ONOFRIO UR.. SUITE 200. MADISON. 411 5+719) ANO WTCA (WOUD IT COUNCIL OF AMERICA, 6300 ENTERPRISE L ^ �� MADISON, W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OIHE RWiSE IND TCATF�, L T C DI 7 0 P S F DATE 0[/1 7/D TOP CHORD SHALL HAVE PR OP ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHY•3i L V 5 RIGID CFILING. L BC DL 10.0 PSF DRW HCUSR151 05168055 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONrRACTOR. ALPTNF FNGITrFRE ALPINE PRO IS. INC. 5HAI1 NEI BE RESPONSIBLE FOR ANY DFVIAIFOR FROM THIS DESIGN; ANY FAILUPF III NI11111 Till BC I I 10.0 PSF HC RB/AP TRUSS IN CONIORMANCE WITH IPI; OR FABRICAIING, HANULINC,, SHIPPING. INSTALLING R FIJI ACING HE TRUSSES. �� :• B C L L RB /AP CONFORMS WITH APPI ICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPr(, BY AFAPA) AND IPI. ALPINE CONNECTOR PIATES ARE MADE DF 20/I8/IFiGF (W,H/S!K) AS Al53 GRADE 4U,f,0 (W K/II,S) GAEV. S1TfL. APPLY j Q R10P• TOT.L D. 47.0 P S F S E A N- 16446 PIATES TO f,^f II FACE OF TRUSS ANU. UTLI SS (1111F PW ISL )," T E O ON THIS DESIGN, POSITION PER DRAM INGS 16DA-/. /�`` 1 inn Engineered Products, 11C. ANY INSPECTION OF PLATFS FOLLOWED BY (i) SHATL Hr PER ,NTLI AT OF TP11 2001 SLC.3. A SIAL ON IDIS •'•' ••— •A` DUR FAC. 1 25 FROM PS P URAWINO INPIC,ATFS ACCTPTANCE OF PPOsFSSIONAI INGINIFNING RESPONSIBILITY SOI IF FUR T f PASS COMPUNitII II� 1950 Mal ley Eiril'C III v( 51 WN IIIF TTI Ie BIL I TY AND 1151 EF 11411 OMPDNFNT FOR ANY BUILDING IS HUE RESIONbIBn I TY 01 TIIL -- -- - – .�,J..-Iain, 33144 RIT NFRP a.,, .rol1 �..-. _ ;..-.,.; ..,...:- ,. ;.,>.,, :; C,IN(1> : 4.0t__,I JIt.- 1ST 226 .:;. ; rL� mficateriSiTti"Uazatlotfi}'O�i7' ""'.""' ►� L3EAHING BLOi_'I1 NAIL PACING DETAIL MAXIMUNI NUMBER OF NAIL LINES PARALLEL TO GRAIN MINIMUM SPACING FOR ANGLE; BEARINC; BLOCK IS SHOWN. DOUBLE NAIL SP:ACI'vC{S CHORD SIZE NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING.AND STAGGER - - - �-_ NAIL TYPE 2X4 2Y6 2X8 2XIO 2X12 - _ 8d BOX (0.113 "X2.5") 3 6 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0-128"X3") 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) -- - - = C - END DISTANCE (15 NAIL DIAMETERS) 12c BOX- (0.128 X3.25") 3 5 7 10 12 16d BOX (0.135"X3.5") 3 5 7 10 12 IF' NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: - - — -- • SPACING MAY BE REDUCED BY 50' 20d BOX (0.148 k4") 2 4 5 6 8 -SPACING MAY BE REDUCED BY 33'0 8d COMMON (0.131"X2.5') 3 5 7 10 12 - - - - BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM 1Od COMMON (0.118 X3 ) 2 4 6 8 10 CHORD, BLOCKS MAY BE ANY GRADE WITITIN THE SPECIES, 12d COMMON_ (0.148"X3.25") 2 4 6 8 I IO PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN �� -- - VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD_ j� 16d COMMON (0.162 X3.5") 2 4 6 8 10 0.120"X25' GTN 3 6 8 11 (4 -0.131"X2.5" GUN 3 5 7 10 12 0.1 IO 'X(3 0" GUN i' -31 x � __ � I 10 1 C - NAIL 0.114 3 O" GUN 3 LINE MINIMUM NAIL SPACING DISTANCES DISTANCES B* NAIL TYPE A B* C** 8d BOX (0.113"X2.5") 3,"4" 1 3/8" 1 3 1 _ - -- 10d BOX (O.L'8 x3-) B,'2* - _ 12d BOX (0.1 '8 X3.2 5 ) 71,/8, 1 ,8 , 2.. _ - A- - 16d BOX (0.135 X3..7 ') 7 8" 1 5��8 2 1/8" 20d BOX (0118 X4') 1" 1 i,/8 2 1/4" AA�C,** -- - - %- i �� DIRECTION 8d COMMON 0.131 X25") 7 j 8 1 5/8 2 Aw - OF LOAD AND �° 10d COMMON- (0.148 X.J ) 1 1 7/8" 2 1/4" NAIL ROWS — 12d COMMON (0.148"X'3.25) 1" 1 7/8" 16d COMMON (0.162 X3.5") 1' 2" 2 1/2" 0.120"X2.5" GUN 3/4" 1 1/2' 1 7/8„ 0.131"X2.5" GUN 7/8" 1 5/8" 2" 0.120"X3.0" GUN 3/4" 1 12- 1 r/8 31" " LENGTH 01" BLOCK SPECIFIED ON SEALED DESIGN � - - / -- _ x3.0 GUN 7/8" 1 •5/8" 2" (12" MINIMUM 24" MAXIMUM) S••o'"IF h w- ""• AWING REPLACES DRAWING B139 AND CNBRGBLK0699 —WAP!JIIJF*-� TPlJ=S PF OUIRE EX TFEME FARE IN FADP-ICATIN HAI�IDL PJG ,HIFPLN6, lM;>TAI IMu ANI :• ••� RR ACIJF. PEFEP TO RCSI L,'? iBUILULNG COMPONENI SAFETV IUr DPMATION PURL ISHED BY TPI lPll; v REI{ BEARING BLOCK F_AIE IJSTITUTE �� D'DNOFRI❑ DP,., _.UITE 200, MADISON, wl_ �371'?I AND WTEA tWDOD TFUSS CDUtii ---- OF AIlPISA, 6300 FIJTEPPPI'E IN, MADISON, WI SI I.I FOP �AFFT`! PRAI T[CES PPIOP- TO PEPFDPMIfI�'.� �• Z DA'I'S 11�26i 03 THESE 'I "TI O'�S. UNLESS ❑THERW7SE IIJDiCATED TOP CHDP.D `:HALL HA JE PROPERLY l�TTACHE➢ i —..._--. A _ STFU T IPAT PANEL AND DDTTDM �HOPD CHALL HAVE A PPDFERL' ATTACHED RIGID FEILIN.l. I N7 B - _ DR- CN RUBLh1103 /A�LPINE IMPn TArII I NI H =aPr ulrH� , slaN To In TAIIArorJ coTF roP LfIrIL ENwEEPFDs*H� TSD � 1 � I I E DI LF FD= T ,� IIS FID, I I I, II ,L.FE s - , r,_ ___ i u H I f, OPl 36M ITld FI OR M L•:F H TAi SDI 00F I �G �. F /I�AR DFA'_ F APII CF E I OJ: F J 1 - 2! A T Il IFI L IN rn INE tLP F ATEA. P f 1 ❑F C L le F w H � AL •�� A i I I .�D ILATE I TO I H HFI P LL ,�''••.CORtD.•: Lt I N F J PE L P III I lS 1 1 "PC I[ TI ] BY f I14LL . 6 ALPINE ENGINEERED PRODUCTS,INC I c rt I r,I t E A F �rI hi II I. JI,F rJ J r• I II "'�•�'•'� POMPANO BEACH.FLORIDA k7� ITL T Ir�O h IF C Ti!l a, II aI [ I,P NC ACF ACt oP WLB I,I�Rn i' 514E R � C L 6" off, SEB 0R wL N ARR �� ML�bi tiLRAL NpSI�L yVliB I IN H gRACL 1. MN�`i N CONS � 'i �t NILMBLR BF N L S v,'Ol I� A ZN 1rE3RAC �piL A� RL;IRE➢ iK15 RFS 1ER oN IS j I gCII NiLIxoR RitpC.IN CiFxv) yCAB SPL OR �. � 1R GLN� /. �oR LriAN�I�� i3RN LL �iGN" NSgRpAVk CE �L APYLIAI�AB,�LL� co ,pRot Rig y � BLLow,�icN wII'� iA I INT C �N G R' �K ,,YkooN �PLGIFIL�INC• RL"R , ACxN� PRACING�1IVL BRA !! pL RN CCNCF \ pit NO AL�LRN_ iUM NATiA AB LR ��,� 5(1'. oP y�E L LRA MIN �F,R �C_ Bg,_ PACE F CA F RACIN` j,i ZLgRaC� \ �\ � Z' 1 ,io titilR N'3 PFR 1 ASN B o1 i BlCG \\ t LB i BRAG WLB �iL iBL l��1 POVw z � AiiAC�,RAT of /3 R z` C\ Nit j 6 Ao NW1Ni �� BL �N RLPLAGL� RA / PLCjFIL LACK I UR` vo / r?Ei,r , v cL ANL EMBER tNLg,� APPt� �Il � F�,RCI'B � LBM / �QCL Lv F �R�v�x Viii aR R, N � ��,,... T'BtgiR TxaLF9 DE F FALL of i �CJ;•• TC; ➢1, Y F EI C'i An(lR I oRT C INET R c oP P SWG, 6 tPi :oll-X c�P�t'iG tO�Frt�FaO`"�`"petd�'tQ.Za FCD � - tc� ME��c�EF�� N HE�F 1 �Ha,E �trZ �EEFF�D 9► . PLVry .• : FXTa� �Nt00 �,L� FOR-�' N �-„cFaE� Z,�E o� ,AFF •'•, �� • � r' , �� E�4P �H1tDt�ZSF 5` � HPD FF- Z P p.. � F ilt AE`- •.� �•s VVVV tF zVJoN�� ,�1t1ti pES EFF' Et4'.E 1 (� N6 'T" NG G l,`` Hl E DETAIL � - CABLE V1RTICAL PLAT SIZE x� T" rt MEMBER SyM � VFRIICAI LI NhTF PLATE ]F PLATES REINFORCING 4- FOR OR LET—LN VERTICALS s MEMBER ABOUT BETWEE l ORDS SIZE OVFRIAP .�., _ - J � LESS THAT 4 0 IR-4 OR 2K3 y __ GRE R THAN 4 0', BUT I (\ 2X-4 2k8 TOENAIL TOENAIL LESS THAN 11 6'*— GREATER 'THAN II 6" 2.5k4�..- 2.SX8� __ ��.. _ T -_ _ �REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. • IP' GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT' FROM L" TO "T REINFDRCING MEMBERS. SINGLE PLATE 10 SPAN SHE BYES. MULTIPLY T FACTOR BY LENGTH (HA�NID ON GABLE ��4� i 1 VERTICAL SPECIES, GRADE AND SPACING FOR 1) EXAMPLE. 1 2X4 "L BRACE, GROUP A, OBTAINED FROM THE GABLE +J ) APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR VERTICAL ,� SBCCI WIND LOAD. LENGTH f _ TIP V �I MAXIMLIM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENG'T'H IS 14` FROM TOP TO BOTTOM CHORD. WEB LENGTH INCREASE W/ "T" BRACE - WIND SPEED T REINF. 1 \ AND MRH MBR SIZE BCCI ASLE 110 MPH 2x4 10 % 10 L + 15 FT 2x6 40 50 ILO MPH _2x4 _ 1�1 0 _ 10 _ 2x6 50 S0 0 0 to f-, 115FTH 216 �0 --- 50 "-- u �- ---------- - - -- _ - _ - o - �- - 100 MPH 2Y4 10 70 0 30 FT 2x6 4� 40 a �}-.,j +,! PROVIDE CONNECTIONS FOR UPLIFT :,PEC'IFIED ON THE ENGINEERED TRUSS it 90 MPH 2,4 ?0 DESIGN. I5 F1' 2xd z0 o t 40 ATTACH EACH T- REINFORCING MEMBER WITH JO MPH 2x4 1Fl o� _ _T K1GID S1ILATIING HAND DRIVEN NAILS: 30 FT 'x6 3D 50 -- — I TOF.�NAtLs r i ]Od COMMON TOENAILS AT 4' O.C. PLOTS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 f0 20 _ AND BOTTOM CHORD. P.EINFORC'ING 1,� Ili GU N DRIVEN NAII4 - 0.131 h)i) 8Q07-FTI L _'_x6"-- d0 _-_ 40 a _ 0 10 T TOENAILS AT 4' O.C- PLUS 1 -TOENAILS IN TOP AND BOTTOM CHORD � MEMBER THIS DETAIL TO 8E USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE 70 MPH _2x4 0 20 0 15 FT 2x6 0 "0 20 f OR SBCCC WIND LOAD. _ ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPll 2x10 20 0 TOENAILS 36 FT 2x6 10 e :30 0 CABLF� SPACED AT - �� A11015ENS103, A10015EN1103, A09015EN1103, A08015EN1103 A07015EN1103 - - -- - SG ' TRO_,' 4" 0,c- ASCE A10030EN1103, A090.30EN1103, A08030EN1103, A07030EN1103 EXAMPLE: ASCE i-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015EC1103, A12015ECII03, A11015EC1103, A10015ECL103, AO8515EC1103 MEAN ROOF HEIGHT - 30 FT A1'3030ECII03, A12030EC1103, AtT030EC1103, A10030EC1103, A06530EC1103 GABLE VERTICAL - 24" O.0 SP #3 SBCCI GABLE DETAIL DRAWINGS T" REINFORCING MEMBER SIZE 2X4 S11015EN110.. SI0015ENI103, S09015ENH03, S08015EN1103 S07015EN1103 "T' BRACE INCREASE (FROM ABOVE) = 10% = 1-10 I SIJ030ENI103, StO030EN1103, SO9CCWEN1103, 408030ENil(T3, S07030FN1103 (1) 2X4 "L" BRACE LENGTH 6' 7" 4 TOENAILS �y V, 1.10 SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR aBCCI MAXIMUM T" REINFORCED CABLE VERTICAL LENGTH — x 6 i 7' 3" —YV _�. ,_ EILING WIND LOAD) FOR MAXIM1tM UNREINFORCED GABLE VERTICAL LENGTlf- [FH 'PLACES DRAWINGS GAR9611 r 876,7[9 & HC26294035 •�AFNPN, TFu E FE OTIC E-TFEME CAFE IN r PF :,TtrJ;, F{nrlt rT HIP FIG, Ir FLLua,, nr:D REF LET—IN VERT E P1.'.PF FFFEF Tr Pi ] I-- Ri tILD[1IF� OMPONENI sF ETf I4J4 f1FMgT1Clt1 Pi JbL ICH-D nY "'f Pik U;'� �♦ E'LA1F iIJ fITUTE. `F D011£]F M] LP. SUITE 00 MAN_-1314, Wi 5-,711, AND WI(A 1WUDI1 FI COFHN'11_ `--" ❑F- AMEPi `PW PtT (-[RISE LN, MADISD di 537IP. FLIP cnFCTr PaACTD-F PPIOB ib �EPFHPMJ i ��' • DATE of/16/04 Tt1C-- FjH1I NL, JJLE`;C UTHERWISE INDICATED, TRP CHOPII SHALE H, E PPOFCRL, AT fr.!HED _ �T- rTJRaL Fw)EL-, arae PiTTTOM f,HLIRn ',H4LL HAVE a PH)PEeL� ATTAfHFE PDSID rFrura,. fl• DPWG GBLLL;'PIN1103 .. —__ *=iMFLIR tAt IT FijPrdT H '7PY OF THl� OFF N TO Sit TALLAT CUN ILITFA TOP AI,PINE Et [NEERE➢ E pl 1"f�AIG FFLILUET ! F aFnu 1JUT PE FE POI/IBL FOR AN= IE,ITSOti FF�7ti TL7 DE Il ;,rd F ]I ir'E TN7 11i..I� IVC O r erI nTlrr H c P,J �HtPFIN I I> * * -ENG DLJ KAR \ EJILD T E iFU F[f! L 7! CICPIAN C LTI TFr - __-/ Ilii 7 _L C H r t uF I1t- �� F F>F- 1 7 i 4l NF �A IF TF F I nFr I DF F F 'fIeI_ rL„rE I FA P 01 F uN F E I ale: �' • Vf:�X TOT. LD. GO PSP 7. TNIS I F Ur P'� 1T[❑ P F F P II I i Q I 17,111 TM T FI'iF C 7Mq 1 F 1 L .t,- � � j,�(� -- -- .. ---- -- ALPINE ENGINEERED PRODUCTS,INC FEF' Ir i < T II III 7 =�:u Et [t. iI7 T�;uF u I m-.a3F n FFTT,1 t nF /��'p A10 �+V•1i A POMPANO BEACH,FLORIDA F ❑ c- ii rr,r Fr rE F u I.aIT Rt F, T F rFu a r�Jf Ir PF I"F.I Fi. T E �� DII��, FA C, dI ITABS nr �� E I n rI r_rr FC, �,r11 � I � T, r�� r,1F ,Pan�Ir-TETT, n' IIF fs�_�II -- „iET v'{ N 7l'1C I ,C;--tib I) tom._ , V.; ',.<. u. ,�-, V_ �.,._� ,., .:. .c,: :. (GABLES 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN NGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB, + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES, DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7'10" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ---- 4' 9" 7' 4" 9' 6" I1' 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8111" 11' 0" Rl NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8' 5" ill OF, ill 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4' ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. 11-0-0 + (TYP) INCLUDES MAX FASCIA ** ALT. GABLE SHAPES: Over Continuous Support U=280 PLF Note: All Plates Are W2X4 Except As Shown. * �t' 0 R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD '••.�W YX HI/1/-/-/-/R/-( Scale **WARNING** TRUSSES RFOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSIALLING AND BRACING. • . TC LL PSF F R E F R001--O REFER TO SCSI 1-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 5 D'ONOF RIO DR., SUITE 200. MADISON, WI 53179) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 EN FEft PRI C �` /� (` MADNG R SA, 12 ER ON. CHORDNSHALLI HAVEO PRO PE REY'TY ATTACHEDS STRUCTURALPPANEL SI ANDT BOTIOMUCHOIDN SIT HAVE A7 PR OPLRLY I AD TAf.H TC DL P J F DATE 11102101 BC DL PSF DRW HCUSR001 02086015 **IMPORTANT'*FOPPISH A COPY OF IHIS DESIGN TO THE INSTAII NTICH CCNTR\CTOR- AIPINF FNGINF E�. C ALPINE IRUSS ltl ;)A oRMANAEI.WIlli BETRI SPONS OHI If/.BRICAfIINGI.VHANDLING,O1111,CIII.;SHTPPING, INSTALLING& B11Lf1ING 01 OTRUs SLS. STAT OF ; BC LL _PSF HC-ENG /J W C _ DESIGN CIINF OR NIS Willl AP PI If,AH1E PRIIIISIONS OC NDS (NATIONAL DESIGN SPCC, BY AF&PA) AND IPI ALPINE •% 0 0 2 0 O .� CONNE Cf DIP PLAIES ARE MADE OF 20/Le/16G1. (W,II/S/K) AS IM A653 GRADE 4U/60 (W. K/H,S) GALV SIFCL. APPLY /� ��R1�1' T 0 T.L D 60.0 P S F S E 0 N - 24860 PI AF15 IIT FACI{FACE OF iRLIS5 ANO UNLESS /ITNFRWiSF 1 �t'-ECD ON THIS IIFSIIIN, POS ItIDG PER 11?IINGS IG(IA-l. I��••.� NY 1NSP1: IIIIN (If PLA 111 f01.LOWLU ITV (i) S!I AI I. OE P4.R �INNE% A3 nC IP[1 21107 SE C., . A SE AI OII IHIS S ` �.......... IIP AWING ;H�ll'.ATfS .1f CCPI'HCE OF PR(IFf SSIDN AI (NGINFFR INF.RE SP ONSTB1I.ITY SOIFIY FDR THF IPIISS fOMPD Nf NI Alpine Engineered Products Inc. D U R.FAC. 1.25 �-. Uf SI N 11111N. IIIC SIIIInD ILIIY f111 I[{ Ilf TN IS CUIIP IIIf NI fIIR ANY OIII DING IS 1HI 'f tiPONS1O 111 Y IF illC 'U' ames� 33 Bun TGNIR ,PI I AL - �,�, r_ . �. _ �,�.w�.; ...,_, ,..,;..., �.....; �-.�. :._.. . . .: SING ., >4.01 ., 1 ?, 1S9 _R0 J, f PAGE 1 Date : 06/16/2005 MANNING BUILDING SUPPLY LOG # : E0524A TRUSS DIVISION JOB # : ' JACKSONVILLE Salesman: JOHN FERGUSON Pitch: varies/12 Customer: BESTCON HOMES Job Name : Dogwood Modified Address : 1484 LOURAL WAY Address : Lot 1 Paradise Preserve ATLANTIC BEACH 32233 Designer: PS ----------------------------------------------------------------------------- Left ( Right 1 Qty Span O.H. O.H. Description ----------------------------------------------------------------------------- 2 13 ' 7" 1 ' 51511 ' 515 1K1 14 13 ' 7" 1 ' 4" 1 ' 4" K2 ----------------------------------------------------------------------------- 16 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board --------------------- 16 - Total Trusses N- :- K1 ( I I I I i 7K N W O I I i i I' I'- I f 13'7" j DESIGNED BY: JOB DESCRIPTION: JOB LOCRTION: z PHILIP SHOEMAKER Dogwood ModiF'ied Lot 1 Parodise Preserve ;{ 'i /� ji �r / I � 1 � �, �: `, \ f1 �� \ \. `� / / ,,, � :� r / ,r i Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,-PL 33844 Florida Engineering Certificate of Authorization Number:567 s Florida Certificate of Product Approval#FL1999 Page IofI Document ID:i3NZ15142517093442 �` Truss Fabricator: ` Manning Building Supply Job Identification: E0524A-Dogwood-Modified - Lot 1 Paradise Preserve (E0524AJ-Doified-Lot`l Pwi*Jse 1 Truss count: 2; Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 ` Engineering Software: Alpine Software,Version 7.11. *- Structural Engineer of Record: Address: Minimum Design Loads: Roof - 47.0 PSF 0 1.25 Duration Floor - N/A Wind - 120 MPH ASCE 7-98 -Partially tnclosed Notes: Seal Date:Db/t7ls$$5 1. Determination as to the suitability of these truss components for the structure is the responsibility of 'the building designer/engineer of -Truss Design Engineer- record, as defined in ANSI/TPI 1-1995 Section 2.2 Charlie Hoover Florida License Number:26476 2. The drawing date shown on this index sheet must 6kch the date shown 1950 Marley Drive on the individual truss component drawing. Haines City,FL 33944 3. The loads indicated on all referenced girder tritsse7. t^ .consistent with the truss layout provided by Manning Building Supply for the above referened, o kdentification. Loads applied by non-truss elements and basic load parameters are to beilrevid end alprlaroved by the EOR/building designer. 4. As shown on attached drawings, the drawing ��er i 11r~e ed (J� iy; HCUSR151 Details: 140GC ; i�ef�! I�Desbri. tion ' ,.�ra�i ate s '" g56�t194 D61f05 . 06, 17 05 tis 1 * IN ffi J. S a I t 1 v t 1 i 1 1 y t l f 4 i�►�! .............. 3ba F; 4'WORM WW. 1rr�NullMlw , a s"�y Smoot THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524A-Dogwood Modified - Lot 1 Paradise Preserve - K1) Top chord 2x4 SP #2 N 120 mph wind, 21.49 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL-3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. Gable end supports 8" max rake overhang. Deflection meets L/360 live and L/240 total load. + Member to be laterally braced for horizontal wind loads. The building designer is responsible for the design of the Bracing system to be designed and furnished by others. 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. See DWG HCUSR001-02086015 for more requirements. 4X4-- 8 X4=8 + 3X3�i 8 21-9-0 3X5 5 4 3X5' 19-7-0 2X4(Al) --- 2X4(Al) R=107 PLF U=91 PLF W=13-7-0 0-3-8 0-3-8 G � 1-5-15i"e y 1-5-15 0-6 4 1-3-2 1-3-2 0-6 4 I I 4-11-8 ,L 4-11-8 I I 6-9-8 'I` 6-9-8 13-7-0 Over Continuous Support `I Note: All Plates Are 1.5X4 Except As Shown. C,• H PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 .G'•�ENS•''•. 2 FL 3 R Scale =.375" Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. v TC LL 20.0 P S F REF 8 15 1 80742 REFER TO SCSI I-03 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 583 .N No ��7� O'ONOFR TO DR., SUITE 200, MADISON, NI 53719) AND NTCA (W000 TRUSS COUNCIL Of AMERICA, fi300 ENTERPRISE LN. L MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR i0 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TC DL 7.0 P S F DATE 06/17/05 10P CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 10.0 PSF DRW HCUSR151 05168094 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED S T ALPINE PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE BC L L 10.0 P S F HC-ENG RB/AP TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING, INSTALLING& Bft ACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE •� CONNECTOR PLATES ARE MADE OF 20/IB/16GA IW,H/S/K) ASTM A653 GRADI 40/60 (W. K/H,S) GALV. STEEL. APPLY • [.� TOT.L D. 4 7.0 P S F S E O N 4 1 7 3 5 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON IHIS DESIGN, POSITION PER DRAWINGS 160A-Z. C v 71pine Engineered pi0C1llCt5, jIC. ANY INSPECTION OF PLATES FOLLOWED By (i) SHALL BE PER ANNEX A3 OF TPT1-2002 SEC.3. A SEAL ON THIS D U R.FAC 1.2 5 FROM P S g pPAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT ,f 19 0 Marley Dave DE5IGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 'Taines �" 33844 BUIL crvER P TEL I kyr ��_� _ <.w ;�;, N .; O1 _ Jf . lun , I 4. 1SN Z25 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (E0524A-Dogwood Modified -- Lot 1 Paradise Preserve - K2) Top chord 2x4 SP #2 N 120 mph wind, 21.72 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL=5.0 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 82 0.17 13.17 4X4= aF_ � a 5X5= J 4 4 1 19-7-0 2X4(Al) 2X4(Al) L<1-4-03J L<1-4-0:J < - 6-9-8 3TE 6-9-8 _I 13-7-0 Over 2 Supports R=720 U=595 W=3.5" R=720 U=595 W=3.5" S �'••H��L PLT TYP. Wave TPI Design Crit: TPI-1995 STD FBC 7.1 N�'�'•:F 14 FL 3 - R - Scale =.375" Ft. "WARNING"TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO SCSI 1-03 (BUIlOING COMPONENT SAFETY INFORMATION), PUBLISHED BY 7P1 (TRUSS PLATE INSTITUTE. 583 '''(,,. TC LL 20.0 PSF REF R151-- 8074 3 D'ONOFR IO DR., SUITE 200. MADISON, NI 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, • No••1 L•/I�C •: MADISON. WI 537[9) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, LVY V TC DL 7.0 PSF DATE 0 6/1 7/0 5 TOP CHORD SHALL HAVE RROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED ' RIGID CEILING. BC DL 10.0 PSF DRW tiCUSR151 05168093 -IMPORTANT** IURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE B C L L 10.0 P S F H C ENG RB/AP IN USS IN CONFORMANCE WITH TPI: OR FANRICAT/NG, HANDLING. SHIPPING. INSTALLING 8 BRACING 11 TRUSSES. DESIGN CO HE 01 MS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY Af6P A) AND TPI. ALPINE (` CONNECTOR PLATES ARE MADE OF 20/18/16 GA (W,H/S/K) ASTM A653 GRADE 40160 (W, K/H.S) GAL V. STEEL. APPLY T 0 T.L D 47.0 P S F S E Q N 41732 PLATES TO EACH FACE OF TRUSS AND. PON ESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A-7. 71pine En i.med Products, nC. ANY INSPECTION OF PLATES FOLLOWED BY II) SHALL BE PER ANNE% A3 Of I'll 2002SEC.3. A SEAL ON THIS AlD�1R.FAC. 1.2 5 FR0M P S g DRAWING INUICATES ACCEPIANCF Of PROFESSIONAL ENGINEERING RESPONSIBILITY 101 ELY FOR THE TRUSS COMPONENT 1950 ar1e'v Drive DES u c rw N. 6[Ltly N........ USF OF THF COMPONENT FOR NY BUILDING IS IDE RESPONSIBIIITY OF THF :a;Haines 3384:. Buis.., ;iGNEfl ,.,, !TPI1 . . .:.. _..;;<: : . :JUn a,,:;, ..... .,.�IN :'-4. � ;: 1ST . _Z2' L`C' 'fi ateo u�<o'z b di ---�< (GABLES - 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN HGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT II, EXP C, WIND TCDL=5.0 PSF, WIND BCDL=5.0 PSF. NOTE: "END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. + FOR VERTICAL WEBS LESS THAN 4'0": W1X4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES: 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN * SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. ** 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N "L" BRACE. ATTACH WITH 0.128"X3" NAILS @ 2" OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" O.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N "L" BRACES. ATTACH EACH WITH 0.128"X3" NAILS @ 3" OC. IN END ZONES; 6" OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRAC "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3' 1" 4' 2" 6' 3" 8' 0" PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4" 5' 7" 6' 3" 11' 0" 16" L/360 ----- 3'11" 5' 3" 7'10" 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9" 7' 4" 9' 6" 11' 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4' 7" 6' 1" 8'11" 11' 0" R1 NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8' 5" 11' 0" 11' 0" WITH TWO ROWS OF 16D NAILS @ 8" O.C. STAGGERED OVERHANG DETAIL 4" ++ REFER TO TABLE FOR BRACING REQUIREMENTS. LADDER W/ STEPS @ 24" OC. TRUSSES @ 24" O.C. + (TYP) �1-0-0 INCLUDES MAX FASCIA ** *� ALT. GABLE SHAPES: Over Continuous Support U=280 PLF ** Note: All Plates Are W2X4 Except As Shown. C� C!:•.HQQ` R1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI STD �� HI 1 R - Scale =.375" Ft. **WARNING`*TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. TC LL P S F REF R 0 0 1 -0 REFER TO BCSI 103 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719) AND WTCA (W000 TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE N. �� MADISON, WI 53719) FOR 5AfETY PRACTICES PRIOR 10 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICA D. T C D L P S F D A T E 11/0 2/0 1 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTAC ED BC DL PSF DRW HCUSROOI 02086015 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEE T ALPINE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TH B C L L P S F HC-ENG /J W C TR U55 IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE Of 20/18/16GA (W,H/S/11 ASTM A663 GRACE 40/60 (W. K/H.S) GAILY. STEEL. APPLY `'• R O.•• T 0 T.L D. 60.0 P S F S E 0 N 24860 PLATES TO EACH FACE OF TRUSS AND. UNLESS OtHERWISF LOC AT EO ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. •••��• ANY INSPECTION OF PLATES FOLLOWED BY (i) SHALI. BE PER ANNEX A3 OF TPI1-2002 SEC.3. A SEAL ON THIS �{�/O�w��'� D U R.FAC. 1.2 5 Alpine Engineered ProduQ�octttts,Inc. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RE SPO"SIP II ITY SOLELY FOR THE TRUSS COMPONENT M (� mm"aineS �E' 33 A BUIL DESIGN SHOWN. RTH SUITABILITY It AND OF THIS COMPONENT FOR ANY BUILDING IS THE RF SPONSIBILITY OF THE A ING I•O" „ J IS9 r�,,,4. _R 0 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_ ,I I i i I I Address: 1484 LAUREL WAY Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 j I Construction Type: WOOD FRAME 1 Use Classification: SINGLE FAMILY 1 i I ti Permit Number: 23558 1 1 Date: 8/30/2002 I I � DON C. FORD, G.B.O. Post in a conspicuous space CITY OF ATLANTIC BEACH i l I CERTIFICATE OF OCCUPANCY i } 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: I i i I Address: 1484 LAUREL WAY Owner: BESTCON INC. ATLANTIC BEACH, FL 32233 2440 SOUTH BEACH PARKWAY JACKSONVILLE BEACH, FL 32250 i Construction Type: WOOD FRAME w Use Classification: SINGLE FAMILY Permit Number: 23558 Date: 8/30/2002 j DON C. FOftD, C.B.O:-''_ i Post in a conspicuous space B UIL DING, PLA NNING AND ZONING INSPECTION DEPAR T WENT CITY 0FATLANTIC BEACH, FLORIDA CER TIFIC4TE OF OCCUPANCY WORKSHEET Date Requested: Building Contractor: C7 Building Permit Number : � t j ,Address : Lecal Description: 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 s Lowest Floor Elevation : reeuired as built BEFORE ISSUING CERTIFICATE OF OCCUPANCY THE FOLLOWING MUST BE COMPLETE DEPARTMENT DATE N TIFIED DATE APPROVED BY Fire _ 01 Public Works � Z O ?-- � 10 �--a P u n n i n g 3U z_ '71 Building :3 0 0 L __ WAG. 2002 4:43PM HUM, In. No-7345 P, 3 :CLARSON & ASSOCIATES FAX NO. : 4 3% 2633 Aug• 2002 031221"M Pi '30 MAF SHOWING BOUNDARY SURVEY OF LOT 9 AS SROI'N ON MAP OF WI•D.DEN PARADISE AS MOWOM IN PUTT DOAK K PAGES 97 THROUG" 078 OIr TME CURFJNT'MURUC FMOMS OF OUVAI COUNTY. MOMA, ALARWW ON RKIMT_OF'." .LWE_HER[ON IS TMt S71 AS A AOMED f`I.AT. A 11i . .S R!'fCA 1a NATIONAL IN:tR111CA1 UT.IrIED TO: M� RK SHERMAN HATT A MICHELLE DALY CHEW ("SASE 14ORTCAci1C OLD REPUBLIC NATIONALL TITLE INSURANCE COMPANY 1]� DEBORAH W. TAYLOR, ATTORNEY»AT—LAW, P.A. 1 t I 1 1 t r r 1 1 1 r 1 f ) r L O T 118 1 L A T 1 8 r I L G 1 1 4 r 1 1 1 1 1 501*11 '1 1"E 1 1 1 1 55.00. 1 r 10•"IVATE DRAINAGE fAMGAF.Nt --------i "' PitTOD ZONt 'AE' ......- r 1 ,._ .-- 47,71 11 r �• s' 1 L V T 10 IN IQ 7-� 1 a / 1' r p �: 1� 1 ..r"r • 1 7.4. 'L,.tl �sl A4tf � aic- Ldeaclk 40 1 �� 1 �1 :* P vv r±qn • .1 1• I vn FT,UDD ZONE''7C" c^e.?t'{rEit``"u^ and Zoning .1'• 1 .A f 1 2 :STORY FRAME I 1 OWELumG X14 s-L ^ 1 1 �+ :w 18" EAVFR 6 < it 11M IZ tL(9.90) GMA0E PM R EL(&00) I14 b 1.'O 00 � EAitrlclrA r1:. ti 3 7.1W XA EASAIENT v N01*11'11"W 55.00' LAUREL WAY (50' R/W) FINAL SURVEY. 6-7--2,0 NOTE: FOUND ALL IRONS 1 Y C�RtIFY 'PIAT nm3"VEY,Pt:VWMEU UrtULK MY RES,'ONSWE UK" MEETS THE LEGEND APNIYUM MUCAL STAf1DARDS rOk LAND St*4YOM IN ACCORDANCE NTH WAFT"61017-6•FLORIDA ADM91157RA'fl4E CODE (PURSUANT TO SEcnON 472D2Y, fLOFtlOA STATUTES).AND FURT11lR CERTIFY THAT : 11 THERE ARC NO 11 SKE ENOROAC HMFNTR 11PON THC SUELECT PROPCRIY E)COLT•T ACS OI ICIORC LL 'tlNc NA=AP RFK LOT S1Rv[Vl0 Y.alePll PEArA TD UE*"FLOOD A CLARANO AS$OgA ING, i MILL•fit�'�' As srJu,`o�I.N.in �I>„�,f�a,>,� I#"MALoo w.s..rA1.�avr.>+�.�FIL- � 1� wins 00WU aYT PALL ►,� . ,.�moo.DA,®.-17-al P.T sUltvFVlEb A,Pf�til 33 2ooa. MiIY -er-wT SCAtX: 1* ?b' also vauAal1c� 91PC t1I nglpw Aa' r Iq0/rtlalt �tW Flo BOOK`¢72 fa ¢C n JOSE A. HILL, JR. Aa� IMl1ds701iVCt �Rsceivsd flue-" nA.30• 4:39PM,�,,,,,�,� *nV'M1>•,�,109,�0,AVEYOWSWAL Aug 30. 2002 4 42PM BESTCON, Inc '.'23PM I 9. 30 2082 03 P2 • FROM :0.ARSON & ASSOCIATES FAX NO. :904 396 2633 6E13ERAt, &Mt:RaENCY VANAOlMENT AGENCY O,M.&No.3067.0077 NA17014AL KOOD INSURANCE PROCIPAM Expttea,lay 31,2003 ELEVATION CERTIFICATE fm n e d 24 insarue"Or.an w 1 -7, SECTION A-PROPMY OWNER INFORMATION For inti ce CottKwlrRr Ueee Maik Sherman MAD114 STREJ+T AWREN(ktetOV Apt..Unit.Suits,mW- or Nal 9 P.O-ROUTE ANS BOX NO. C *@p ft rtrrnbwe 1494 crry ZIP can Atlantic Bea 4asne Lot 2. qj en Parad it . •� � . . .. . artAdentIAL 1 00-o -#Kw ar anr. ) L.d NAD ISV L{!MMWNTAD r titer I,,j Lfts OAd mop 1,..1 Oww SIUMON 9•FLOW*=iU NC$Mfg MAP MIRM)INFORMATION -__ 81.NPIP wjZ 6 61 COWM Am STAra' AtleuxLic Beach 1ZOO75 Duva F ,��t ogrePOW FMMAMM OATS ZONE( (i FM PANEL o,tiesdspsn of tlooWny) 12S -0001 OF 4/17/8,9' ' 4/17/89 AE & A 10.Inaiom.the source of tho Gwo Fkmd I:tevatlan(BRE)data or mase Avod depth lnttlt+Sd W 91}. L t FIS'Profde (X FIRM L.l Cott+tmtnity Oetenninea U otl+er{Describe): St 1 indi.rate the elevation datum wad roe the DIM=In IS;LX(NGV0 1929 L_I NAVU 1988 l,_J Other(DowItbe): ...�.__ 812.Is the building located in a Coastal San%r Resources System(CARS)area or OemwMse Protened Ate*(CPA)? L_l Yee l-Xj No Designotttln rima SECTION C.WUING 6"ATION WORM ATION(SIU V ry REQUIR») C 1."Idins alevatioft ane based OM 1., IC0c1CUUetron On"ingSUnder COnstruedon, LX(Fnished COrottU0110n 'A new Elevalton Corlifl=te will be raguIted wham constnic:10n of the twAding is Complete. t:2.8uJ4ng Olegram Nurr<Oer 1_(S*IuLi um buftwg dagrem most sinrlar a the buddng(or~this cerdflaate Is being completed-see pages 6 and 7. 9 nC diagram aux nUty Mptesen%the bu)Idir&provide a sketch or pttoaogroph.) (3.Eievalin t—Zorm At.A30,AE!Ui,A(with S'r,).VC.VI-V90.V(vAgi 514%AK AR(A.AWAY,AA/A1-AX APIAK AR/AO Complete linins Cla-i below a=rdlnp to ft building diagram spocl!W In Mem C2 State the datum used.If the datum is different from fhb daAtttet used for the 8FE in SerAM 9,convert the datum to that used for the QF&,Ol vw Aald measurements and datum conversion m1alWtion. Use ft space provided or tits Continents area of flfeoon D or Section G.as appmpriare,to document the datum co ersion. Datum Swatbn eetf erence mark used(gAp canmt m t1Cea the els Lkm ref W4*Atarft utfed appear on dte FIRM? U Yes Lx)Na O a)Top of botbm ilw(Ntctudin4 basement or enekfsure) 0-9--ft(m) I O b)Top of next hlghar floor «,a,.R(M) 07 D c)Bottom of basest hofftontal dmcbrral member(V nines only) ��-fum) o d)Ank:had fWA09.(top'of slab) Q e)(.dws1A siewation of mat hwwy wwar squipnwnt . seM0ing diem btoding(06000e In a t:omtoerttS area.) 8r 4 R(m) 0 9 Lowoot all {tartish&#Waft(LAC) ��N(m) D 0)1,1100 t**Mnt Olmo",q red*NAM R'8"ft(m) s Q h)No.of pentm WM opanktgo ptood vents)vAMin 1 R about i No n grade Q Q Told aao of all pwwoo*tn eponinys(Rodd vents)u1 Ca.h.,,,_,r.,,,sa.k'.(ea.WO SECS A•B mV9Y(K OR AR P?IFICATM .. VQ uaeeirm*m Is b be slpned and sealed by a lend ataveyor,wW wx.or and diva ettAhari>:ad by law to ahvolli t rdonnakm I tsrb7y,ttrar Ibex a*mmdw M Sodom A.S.and C on dis cotl0c to mpreaenetr ATV bas 4164lr 10 itnIwVJw the dwtn dV*&nfe- 1 jaeglaw drat a sfatefAsftt ma bta L4104 fl by&*or knonism t ent tinder 18 U.S.Cade. 1M1. J A. Hili U3WA NAM Profe$Sioraal. SurveXgr A afltztltr rs Aasoc3ar_te8 ?nc_ 1643 Naldo Avenue Jac!esonvilL FL 32207 7MUM ON" eRi.fa rne,K�..�o .a r nt1 # r rrret�+r1r:�nA rnwrtw+,►71AN Bean arvc•�t pr7Kv�nr iQ::11rrnNR Racaived Tima 4�it:.`�(1. d�2QPd( ' Au6-30- 2002 4�42PM BESTCON, Inc . No 7346 P 2 FROM :CLARSON & ASSOCIATES FAX NO. :964 396 2633 Aug. 30 2002 03:23PM P3 IMPORTANT: to these MU (Spaces.copy the cof�rtrs ding inbrmatian Mom Section A.- For lnshranae any -Boom STRUT �� , �.•UM wd r aaq.mo.)opt . . NO.. rrat�er a .icy N crrf 484 I+iti AtlKitio BeACh 32 3 SECTIO"O-SURVEYOR,ENGINEER,OR ARCHI'MCT CERTWICAMON ICONTINUIM). Copy both tides of thfs Elevation Cartlllmo for(i)w miurAy official.(2)inmuaa ncs agentlooa+peny,and(3)building owner, t an fire t at intersec im of Jll3lsmi ne Street 4 TAVY Ri09tc3. .= 1.23(F0 nattaer�,,,,.__ :...� ....��. .�.......__ ..�...... _� Check here If StttdMl_sttts dCCM1f E•SIMU P191"VATION WORMAION(SURVEY NO D)Ff�R 7.QNR AO AND ZONE A(WRNOUT DFP Fw Zone AO and Zone A(without arm.complete Items Ei.through 64. Oft @lavation Cavti foete M Intended for use as MWpoNng Wnnation for a LOMA or UDMR-f,6aetion C must be completed. Ell.building 049tam Number (Scaled the building diagram most similar to the building for which title OwIlIcate is beatp completed See pages 6 wW 7. If no diagram a=rs%ly MpMsenhs the buildirIa.provide a sketch or phot0pmph.) E2.The loy or om beem floor(indudng bssemeM or enclosura)of tine building is I.-j-j b.(m)L.l_.iin.(cm) {,1 above or I—1 below (check ane)the hIghed ed*ent grade. (tits natural grade,if available.) Q.For Raiding Mgpome 68 with aper4nj*(mss gags T).Ova n»rd 199her door or elevated foot(ellvatron b)at the buttitdrnn IS L(LI ft(m)I..-LIlm(cm)above the highest aOWAnt grade, Complete sterns C"and C3.►on front cd form. E4.For zone AO only, N no flood depth flumber Is available.is the 140 of the boitnm flnnr mlmwwed In semedanea with eho oemhrnunity's ROodofain Martel t oMarancaT W Yes No Lj Unknown, The local of le!must S!!&this k4ormallon in ection G. _ SECTION P.PROPERTY OWNER(OR OWNER'S REPRl3EMUT")CER'TWICAMN The omperty owner or owner's authorized revesenta"who oompletes Sections A.B.C(items C3.h and C11 only),and E for Zone A (without a FEMAdasued or coMmunity-Iaeued SFE)or Zone AO must elgn here. The statements fn Seaions A.B.C and E aver corrvct to her brat o! kn a. l TMIKSEWTIVES 1=9 ri TELMM S .�._,..�._..�._��..... _.._�.J..�LCnfttk here H aft chmme ks_ SECTION G-COMMUNITY INFORMATION(OPTION�U.) The tical otficiel wlnr w vuduuixed by taw or orotnanco to administer the oommunty's Aoodpialn dratrtsgemw wd inane can porrtpWe Sections A.6.C(or 1s),end G of this Elevetbn Catgficata_ Complete the applicable item($)OW Sign below. G1.L_•,(The ifdofnledon lo Section C we-.%b*sn from other dvvnwtMWm that hoc bccre signed and embossed by a stewed surveyor, WqinW,or afahitvd t who is*uf?r &ed by state or local law to certify elevation MfoftMttion. (Irx0cate ft source and slate of the Nnpdon data in the.Comments area below.) M,(._.-I A oommunky actual corn p*W$*coon t to(a butkf V batted In Zone A(without a FEMA-lowed or community4nued 8FE)or ZOM!W. G3 I (the fatlnwi+tp infnrr+hsgon(iterrau GA-G�ie prohaeied for eonhrsnanily floodplain prawyernsrt I,wWses• SM POW a= _ 18911ED T?.This p"e-m hes bean Waved for: (,_•I New Co nnstructpo j_)Substantial Improvement G&FJavation of se-bull lowest Roar oneA►dinp baeetrtent)Of the buddtnp te; �ft.(m)ihium:- CO.WE or(In zona AO)depth of tfood ft at tna OL40V:ate W. MAW RUN i,,,rj Chock here i(attachments ....... _ .. pCa•ivad imams nz.3f1.= d�R4PM"""""' ..•., � FLOODPLAIN DEVELOPMENT INFORMATION Location:: LajAml W atA Type of Development: Flood Zone: Required Lowest Floor Elevation: 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. COM2vfENTS: 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 applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances affecting the pro d development. Date Applicant's Si e Department Use: Required Lowest Floor Elevation . S� A, Built Lowest Floor Elevation / Survey Filed with Building Department ✓ Building Department Repres ve CITY OF 300 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (904) 247-5300 FAX (904) 247.5305 v .CN-... SUNCONI952-5800 DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS S � c Please call me at 904-247-5826 if you have any questions. Sincerely, 1 ATLANTIC BEACH BUILDING DEPARTMENT CITY OF Office of Building Official p REQUEST FOR INSPECTION 2.LI 0-� Date Permit No._ Time A.M. Received _ P.M. Job Address Locality Owner's �`("' ( Name 1 �� Contractor _+�✓ BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing "I Footing L] Rough ,rmg r Rough ❑ Air Cond.& ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation ElLintel ❑ Final X Sewer ❑ Fire Place ❑ Pre Fab READY,WR INSPECTION A.M. Mon. TuWed.��s. Thurs. Friday F.M. V� Inspection Made A,M. -PM,Inspector Final Inspection❑ Certificate of Occupancy ElI�L ti -t.r Date Lrn Z CITY OF 4&6& Bwc4.4la Office of Building Official REQUEST FOR INSPECTION Date 7r `'' — Permit No. Time A• Received Jo ess Locali Owner' -^ Name � C _ BUILDING CONCRETE _E RICAL PLUMBING MECHANICAL Framing 11 footing 0 oug iring 0 Rough 0 Air Cond.& 0 Re Roofing CJ Slab 17, Temp Pole , Top Out 0 Heating Insulation C LintelSewer 0 Fire Place 0 Pre fab ADY �INION A.M. Mon. Tues. 4 'I/ Wed. Thurs. Friday P.M. fq� Inspection Made Inspector Certificate of Occ cy Date CITY OF i4 Islr is hiwali-4 — 0� Office of Building Official REQUEST FOR INSPECTIONS �� Date 2 Permit No. Time A.M. Received 1� O q P.M. Job ss ality Owner' Name - ' ' 1 Contractor w ILDI CONCRETE ELECTRIG� Pwr0a-' ECHANI�L Frain ❑ Footing ❑ ��Eng ❑ ❑ 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 M. 17 A.M. Inspection Made Inspector •-..•- ns ct__ Certificate of Occupancy❑ Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A.M. Received P.M. 144� mrct Ll Job Address Locality Owner's ,s Name !� t Contractor i BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing G Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond.& G, Re Roofing fl Slab C Temp Pole 0 Top Out ❑ Heating Insulation Q Lintel ❑ Final n Sewer ❑ Fire Place G Pre Fab READY FOR INSPECTION A.M. Mon. Tues, Wed. Thurs. FridayP.M. Inspection M —P.Inspector –�- _ =D ertificate of Occupancy Date LL ��i Aug. 1 . 2002 12:33PM BESTCON, Inc. No-6463 P 2 Cyrrtw�[C IE�.R , 1 3107-201 S.ST.Jot+ raluAnr JwciceoNvu,�.F1. 3 August 1, 2002 ' I 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 BESTCON, 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. TY truly, f� P ir* Dynamic Elft", Inc. Re: 9 Hidden Paradise :A P P R o v r Ci't'y. OF ATLANTIC c AGH BUILDING OFFICE Residence: Sherman,;, .. Address. 1484 Laurel Way Permit #: 23558 C ( `�- Aug. 1 . 2002 12:38PM BESTCON, Inc . No-6463 P. 2 DYNAN= F-Lacrm, 1 3167-2-013.vr.jm "w" JACKsonv E17 FL 9 August 1, 2002 Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectrully request that temporary power for the new BBSTCON, 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. Y truly. Al JAI ir* Dynamic Eleni, Inc. Re: 9 Hidden Paradise Residence: Sherman, c<<r r Address: 1484 Laurel Way CITE.o f AT ANTFF�Gk Permit #: 23558 �u1to»o 0 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: 24541 Address: 1484 LAUREL WAY Permit Type: IRRIGATION/SPRINKLER ATLANTIC BEACH, FL 32233 Class of Work: IRRIGATION/DRAINAGE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s):9 Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv. Cost: OWNER INFORMATION Date Issued: 7/26/2002 Name: BESTCON INC. Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount.Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 7/25/2002 ,,Phone: 904)246-3747 Work Desc: INSTALL LAWN SPRINKE CONTRACTOR(S) CATION FEES H2O MANAGEMENT, INC. h 25.00 1 Olt ONa4 f is a a � ✓° s� tv;t. t � � � x , NOTICE", { > OfIPE tON a a t d 4 #- a a" '3w "y� � BUILDING MATERIAL, r � � M �� s SPACE, AND MUST BE CLEARED �'' `EII £ � E. C � . ,r. g "FAILURE.TO COMPL THE PROPERTY OWNER PA n 77 + � ! � � � �f i^QeDt'iUBJECT ISSUED ACCORDING TO APPROV k TO REVOCATION FOR VIOLATION OF APPLICABLE PRO Oper: CNERYLE Tppe: OC Drawer: 1 Date: 7/26/82 81 Receipt no: -76695 14 PERMITS-BUILDING 1 Mae e81OHM21M AT IC BEACH/BUILEPT. 1484 LAUREL YAY - CK (MRZ-q ftiiti d+�t;; 7/26/82 . Tiee:.16:18:87 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: �� / TEL. PLUMBING CONTRACTOR: C� /!/IAN1ai✓��' _l--1'�--- 3�� CONTRACTOR'S ADDRESS:32-S l�- STATE LICENSE NUMBER: S 7 TEL. 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 4`J t'j 1'6 " TOTAL FIXTURES: X $3.50+$15.00= MINIMUM PERMIT FEE: $25.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS-(904)247-5826. PROPERTY D SCRIPTION h�' 1 2 # Loc # ct�i^on # ;division: I�(dLi' -�[.�� '��=� Street Name DESCRIP� !3C QE 'QR 's'. or Address: /,(,e� 11 filf wak I" (If in a FLOOD HAZ Flood Zone: area complete page ) Bricription/UtJ la-- Class of W k: ew Remodel/Addition: ZONING INFORMATION Type of Construction: L OOOL-Az'ga... ZoningProposed ' District: JwC I Use: Estimated Value ��$ /9 /y , 0u 0 Exceptions or Variances Materials: (-, Sh Granted: AZA , /,..- Solid or 4= Ground: Roof: di-A�� Method of Heating: ..L&0 —� OWNER INFORMATION BESTCON, INC. 2440 South Beach Parkway Property Owner: Phone: Mailing Address JedMfMille Buach, FL 32250 U04 246-3-147 Zip: CONTRACTOR INFORMATION BESTCON, INC. Contractor: 2440 South Beach Parkway Phone: Mailing Address: jadmnvift Beach, FL 32M 9104 246-3747 Zip: STATE LICENSE NO: e .6Z2.3 6 Dateration � O. .31. 42 Z 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 PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. (�L (, /D, o Owner Signature W '� DATE (jjj -'x- Contractor Signature �'' DATE ` ,)- a2•. 6� 2N TO AND SUBSCRIBED BEFORE ME BY / aid GV e (�� THIS 023 DAY Dc1'bbtie moo/ /�� HEIDEYYOLFQAHG NOTARY PUBLIC-STATE OF FLORIDA NOTARY PUBLIC MYCOMMISS10Pl EXPIRES DEC.28.20 Cv;;;•;o,ivi'J W.CC697712 - WATER IMPACT FEE WORKSHEET ADDRESS: ! �{ �. }i!fL E- C- 0 f- �r�7 S r 1 fi DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 -2- Bathroom Bathroom group consisting.of water closet, lavatory, bidet, and bathtub or shower 6 2- Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine, domestic 2 2-- Drinking fountain 1/2 1 S� Floor drains 2 Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray (1 or 2 compartments) 2 Lavatory 1 2-- 2-- Shower compartment, domestic 2 Sink 2 Urinal 4 Urinal, 1 gallon per flush or less 2 Wash sink(circular or multiple) each set of faucets 2 Water closet, flushometer tank, public or private 4 Water closet,private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS = -� MULTIPLIED x 20 TOTAL$ S- 3 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD ATLANTIC BEAdK FL 32233-TEL: 247-5826-FAX: 247-5877 _ pTION INFORM AYIO PERMIT I1�iF'OF Tt N - Address: 1484 LAUREL W Permit Number. 23558 . ATLANTIC BEACH, FL 32233 Permit Type: BUILDING Township: Range: Book: Class of Work: NEW- Lot(s):S q Block: Section: Proposed Use: SINGLE FAMILY Subdivision: HIDDEN PARADISE Square Feet: cel Number: Est. Value: Improv. Cost: 194.,050.00 'CON INC. Date Issued: 3/07/2002 '. UTH BEACH PARKWAY Total.Fees: 3,3 ILLE BEACH, FL 32250 Amount Paid: Date Paid: .3/ 4# __ Work Desc: CON ,�.._ •: _— �4. ES yl JCONT 4 µ r 1,118.00 _ BESTCON, INC. ET'" 530.00 _ 1,250.00 $5.00 6.75 Y 0.0 325.00 All :� � 35.00 9.06 1.01 1 ? �Lr MR.' p v '?..� X. INSPECTION___, — NOTICE- INSP S _ + LACED IN PUBLIC SPACE,AND BUILDING MATERIAL, RUBBIS T ER _ MUST BE CLEARED UP AND HAUL "FAILURE TO COMPLY WITH THE CONST 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. .• n Oper: CHERYLE Date: 3/12/82 81 Receipt no: 40861 Total tendered #3359.82 = -_-- 59-82 Total payment ATLA IC BEA B ILD G DEPT. FORM WUA-9/ FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name., 2014 2-story Builder: BESTCON Address: Lot: &*,%ub: HIDDEN PARADISE, Plat: Permitting Office: K-T)_AeTIC., City, State: Permit Number: �,3 Owner: '36-'V-fccJurisdiction Number: "I )U'L Climate Zone: North 1. New construction or existing New 12. Cooling systems i 2. Single family or multi-family Single family a. Central Unit Cap:42.0 kBtu/hr 3. Number of units,if multi-family 1 SEER: 10.00 4. Number of Bedrooms 4 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area(W) 2014 ft2 i c. N/A 7. Glass area&type a. Clear-single pane 0.0 t12 - 13. Heating systems b. Clear-double pane 314.0 W - a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tintiother SC/SHGC-single pane 0.0 t12 - HSPF:7.20 d. Tint/other SC/SHGC-double pane 0.0112 b. N/A 8. Floor types a. Slab-On-Grade Edge Insulation R=0.0, 171.0(p)11 c. N/A b. Raised Wood,Adjacent R=19.0, 128.0fi2 c. N/A 14. Not water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0, 1278,0 112 EF:0,88 b. Frame,Wood,Adjacent R=11.0,214.0 W w 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, 1590.0 ft' 15. HVAC credits b. Under Attic R=19.0,240.0 1`11 (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Une. Ret: Unc. AH:Garage Sup,R=6.0, 180,0 R MZ-C-MUltiZ0ne C001ing. b. N/A MZ-H-Multizone heating) Total as-built points: 27563.00 Gla ss/Floor Area: 0.'16 PASS Total base points: 27694.00 I hereby certify that the plans and specifications covered Review of the plans and 411;111", -�IVRIF S by this calculation are. Compliance with the Floraspecifications covered by this Energy Code. calculation indicates compliance _J with the Florida Energy Code. "Fit PREPARED BY: GILBERT MILLER Before construction is completed DATE: 1 -zl -ge this building will be inspected for I hereby certify that this building, as designed, is ink w compliance with Section 508 the Florida E 6 Florida Statutes. tivE compliance with. 7C Code 'o e. OWNER! GENBUILDING OFFICIAL: A _ T_ DATE: 'e, DATE: -7 _ 02- EnergyGauge@ (Version: FLR3PA 203) OWNER:BESTCON, Inc. Lot 14 Hidden Paradise SPECIFICATIONS DATE: 1/28/1998 BUILDER: BESTCON,INC CONSTRUCTION JOB ADDRESS: Lot 4 Hidden Paradise Street All Items may not apply. (Mark those either"In Allowance," "Owner Choice,"Not Applicable"N/A,"None.) 1.FOUNDATION: FOOTING-Concrete Mix or PSI: 2,500 Slump:NA Width: 20" Depth: 10"77 Reinforcing: #5 Number: 2 Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A TSIutrip: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: Concrete Block If Concrete Block-Size: 8" x 16" Concrete Mix or PSI:N/A Slump:N/A Width: N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A 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 Spacing:N/A Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Length:N/A Depth:N/A N/A Reinforcing:N/A Number:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A 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: 2%Dursban GIRDERS-Material:N/A Size:N/A Span:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 1 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot 19 Hidden Paradise COLUMNS-Material:N/A Size:N/A Spacing:N/A 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&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI:2500 1 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 1 Slump: 3 Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:3'wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 8'x 10' Finish&Curing Compound/Sealer:Broom DRIVEWAY-Concrete Mix or PSI:2500 1 Slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 16' wide Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing: 2-#5 at perimeter FOUNDATION BOLTS-Spacing: '/z" x 10" 32" O.C. Location:At perimeter 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 soffit; 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 2 of 21 CRC-022365 OWNER- BLSTCON,Inc. Lot Hidden Paradise Framing Ntaterials: 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:Concrete Impregnated Lap Siding Size: '/z"x 8" 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 NIA 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&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 3 of 21 CRC-022365 OWNER:BESTCON, Inc. Lotl Hidden Paradise Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A Exterior Trim Material/Grade or Species Thickness Size Fascia Board Vinyl Soffit Vinyl Siding Comers Stucco Garage Door Trim Vinyl wrapped 2x8 PT Window Trim SYP PT 1 —''/z" 3 '/2" Door Trim SYP PT 1 31/2" Rake Board Vinyl Exterior Beams Varies Exterior Posts Varies Flashing Material:#26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl A[GableVents: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 doors Shutters:N/A 5. ROOFING: Shingles Material:TAMKO Fiberglass Grade: 20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# Size/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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 4 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot Hidden Paradise 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 1 st 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 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated Garage ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 5 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot R Hidden Paradise 8. INSULATION: Location Material Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek 1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft 1700 Rim Joist N/A Floor N/A Other: 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 6 of 21 CRC-022365 9 OWNER:BESTCON, Inc. Lot 14 Hidden Paradise BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 7 of 21 CRC-022365 OWNER: BESTCON, Inc. Lot�Hidden Paradise 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/Popcorn Texture '/2 " Ceiling Nailed 3 Finish-Walls: Smooth Finish-Ceilings:Popcorn 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 8 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot Hidden Paradise 11. CABINE'T'S, VANITIES, COUNTERTOPS, BOOKCASES: LOCATION MANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt one Guest Bath Bath 41 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None [Bath Other: 12.MASONRY: MORTAR MIX:Type N FACE BRICK/STONE, Style/Number: $200/ 1000 Allowance Bond/Pattern:N/A Mortar Color: Off White Joint:Tooled Lintels: Steel—3/8" x 3 x 3 Brick Tie Spacing: 16" OC 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 --7Finish: Textured Thickness: 5/8" No. of Coats: 3 Mortar Color/Painted:Per Color Sheet Metal Lath:w/felt Other: Stucco front&foundation only BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 9 of 21 CRC-022365 OWNER:BESTCON,Inc. Lot�Hidden Paradise 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: JANITROL C/U CPKE42, A/H A42-10 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 Supplies Number of Return Air Other Basement N/A N/A First Floor 15 1 Second Floor N/A N/A Registers Brand Name,Style, &Number: CODY One-way throw- 15 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 10 of 21 CRC-022365 y OWNER:BESTCON, Inc. Lot V Hidden Paradise 14.PLUMBING: Waste Disposal-Public:N/A Private:FL Water Services Disposal Field:N/A Water Supply-Public:N/A Private:FL Water Services 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 Toilets N/A Above Basement Floor to Sinks N/A 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 T_ Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue '/a" House to Water Heater CPVC SCD40 Glue 34" House to Bathrooms CPVC SCD40 Glue '/"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue '4"TO '/z" House to Refrigerator CPVC SCD40 Glue 34"TO '/z" House to Dishwasher CPVC SCD40 Glue 34" TO '/z" House to Ice Maker N/A L__ I I Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 11 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot 4'Hidden Paradise 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 Elongated STERLING Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D-2710LHP/H62/A62WH DELTA D- 1448LHP/H71/A72 WH Shower Faucet&Control DELTA D- 1324LHP/H71/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521 LHP/H22/A22 WH 2521 LHP/H22/A22 WH Lavatory BRIGGS 3002 BRIGGS 3002 Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: 1 @ front comer, 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 12 of 21 CRC-022365 O`vV1vTER: BESTCON,Inc. Lot I Hidden Paradise Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink STERLING 3322 STAINLESS STEEL 33"x 22" Kit. Sink Faucet/Control DELTA 400 WHWF 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 81 V52DT 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:3 No. of Power Circuits: 5 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches: Levington Receptacles:Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 20 12/2 with ground: 8 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 13 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot 0 Hidden Paradise 220 High Voltage Wiring Detail: Item Wire 'Breaker Size Individual Quantity Size Circuit 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 Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA T.V. RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 14 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot .Hidden Paradise 110 Voltage Wiring Detail: Location Breaker Wire Namber&Type Number of Receptacles Size Size of Switches Lights Kitchen/Nook 20 amp #12 CU 3 Single,Two 3-way 1 Reg,2 Recessed 7 Dining/Family 15 amp #14 CU 1 Single 1 5 Foyer 15 amp #14 CU 2 Single,One 3-way 1 0 Halls 15 amp #14 CU Four 3-way 4 2 Master Bath 15 amp #14 CU 4 Single 2 2 Guest Bath 15 amp #14 CU 2 Single 1 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 2 Single 1 7 Bedroom#2 15 amp #14 CU 1 Single 1 4 Bedroom#3 15 amp #14 CU 1 Single 1 4 Bedroom#4 15 amp #14 CU 1 Single 1 4 Closet#1 15 amp #14 CU 0 0 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU Two 3-way 1 1 Garage 15 amp #14 CU 1 2 One(1)GFI BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 15 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot #4 Hidden Paradise BESTCCN,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 16 of 21 CRC-022365 1 OWNER:BESTCON, Inc. Lot l4 Hidden Paradise 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 CI 1 Garage(Outside) 15 amp #14 CU Storage Room Attic 1 Pull Chain Bath Fan 15 amp #14 CU 2 Garbage Disposal 20 amp #12/2 CU 1 Single Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU 1 Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Prewire 15 amp #14/2 CU 2 Single Exterior Lighting—Back 15 amp #14/2 CU Two 3-way 1 Porch Exterior Lighting—Garage 15 amp #14/2 CU Two 3-way 1 Exterior Lighting—Front 15 amp #14/2 CU 1 Single 1 Weatherproof Recepts. 15 amp #14/2 CU 2 Smoke Detectors 15 amp #14/2�CU� 5 Electrical Fixtures Supplied and not in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room Progress 4032-30 1 Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim 1 Rear Porch Progress 5590-31 1 Master Bedroom Closet Progress 3408-30 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 5815-31 1 Front Porch(O/H) Progress 5590-31 1 Kitchen Sink(O/H) Recess with open trim 2 BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 17 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot 11-Hidden Paradise 16.PAINTING: PAINT,EXTERIOR: Sherwin Williams in owner's choice of color Number of Coats:2:N/A Siding: Lap Trim: Stucco/Vinyl Doors: Owner's Choice Windows:N/A Deck:N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR: Sherwin Williams 1901/1900 Walls of Finished Area: Sherwin Williams 1900/1901 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: Sherwin Williams 1900/1901 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: Sherwin Williams-coats Glamorous White 1900 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. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 18 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot Hidden Paradise 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: Thinset over underlayment I Walls: Thinset 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 Roof Ventilator Brand Name&Model:N/A 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: 3 Burglar Alarm Brand Name&Model: PRE-WIRE ONLY Other: BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 19 of 21 CRC-022365 OWNER:BESTCON,Inc. Lot�Hidden Paradise 20.LOQ' GRADING and LANDSCAPING: Lot will be final graded for proper drainage after or near completion of the house. Square footage and type of sod: Fully sodded 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 IiSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Prevail N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hoodvent MAYTAG H 304RA 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 N/A Mirrors, Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs, Seeding, Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23.PORCHES,DECKS, GREENHOUSE:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 20 of 21 CRC-022365 OWNER:BESTCON, Inc. Lot�Hidden Paradise 24. MISCELLANEOUS:N/A BESTCON,Inc. 4000-B St.Johns Avenue,Jacksonville,FL 32205 Page 21 of 21 CRC-022365 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 10 1 17 12001 Re: Wind Loading Requirements For New Residence Located On Lot 1% �1 Hidden Paradise, Atlantic Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 1997-SBC for wind speeds of 100 mph and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 1997-SBC as long as sheets #10 thru #12 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 sheathingltrusses 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 ceilingoists of any shear forces acting normal to their longitudinal axis, f) that 1 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 possible footing design revisions may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sincerel Louis J. Gabriel, P.E. --WIND FORCES STRUCTURAL ANALYSIS FOR THE NEW RESIDENCE LOCATED ON 128 BELVEDERE PLACE @ ST. JOHNS COUNTY ST. JOHNS COUNTY, 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 J. 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UJc� W alct D M o r �A p r`� i v� v' S 1�e_� �' F- w I:% Ft ;-V^,%A-i t Case Wi I,l 6e Ca j 61. ,��_��li ' der �t = t3 olbb) �v•dzs`1/�C�� Le i bFwax to r fq-t iw-, is S IVA 'eALefo r Wc,Ug w I. LL be, 5t.ve ofltj to Luo ov bj D'All %;o LLsM P L,,t,- VJ/ P rc��t C vde '��7». ,�1Vlt V n'a .Q st(a.P. ' t(t;W• �pt�E1 �> 13s�1�s ( -Z 5 Grp) aY 1 US vie �o 3 Poop TfAsses 'Sb-fafp-;— to {-aeat,c J E� o.g1SvJ o 6L�w RO0 Flaw .UiitL be S ee- tIN 41 e'.niv�ee t t-&— v PYepaYt"; 6;a �� : 2 Uric � a FO r t,�C l.i r t' �(oo FSS S es �,Ee� # t2ro F tt^e J Fa Y'-e-"A Y-J 5 5neet Date 4. o� . 10 /01 • � �- +y cep AL(uu. Tems�v--N '/z + A36 Ott' 0••5Ap F es e or � s � o • z �y �� o es arm : i500 Psi F� = 3Go0o Ps') Al _ 0.2 w Ap= IT-Q& Aticr, 7-4"sU'll Z190 lbs n or 1990 Ib1 4 . EYG-Its GP X V-S tkiLk rowJ Steel FbeWuv. =17.cl (Ste -F-6I ( uaoJ)= 400 .�ss.--,�...� �� =--�-1��.D).f(��z)ttt�C1.14�-�5��.= 545 psi - • -•�.LaQlu�•}: L4 00)tl•33) = 532 �b ti � 54 S Psi !_ �x^°r•� .Mjnti+�r Co•9'T} to•Ts�Cy�XS4�)C!1�4)=gd1b.�,.Iw�Fb �M/S =qo io•ov2G ��, • ,_,_ :/5Z49L(Z7coo} 133� '{:1:1 S h a r f 1 raQ 1 -"s iwt 0 vI A A cAo r Sods ;- 3s`-�'to �� „,.yZ =tq dA, 1}t,luw A bl e T c►;�• w� `lZ�� A3tuk c V —) Ft 1440 lbs (sce above A l(uu r ofa a,, �. A16, bolts : 350 q F� Ab 1••�S S er Or o•It Ab F� / 1,l1;ZJ��tc, 'Sltear; 35o�/C15D0)(G.Z•) 1957 Ibs • Y o r t o•12��o•Z)( 36,aoo) _ �'b`I Ib s � � IV"• �YVKS ✓� -1 S�C J Fv r C;l1 -,e.v,f re- vesi c t; a I I. . 9 1�e.wr oz.s AY%alAt r ;'rst z bor: W a LIS • _ 7� Fd W IA6 01f�;VQ Crtper64 of pta t�-cuptG.nwt- 71e. ama(ms Wai.L O htQ J F(Oer pL� � W A.0 LOcQbje-A/"E dtsiI'ARMS ""berior-" t iMl wlpit 'I' desit%ohI " 1,4ttriOr� watts W — Tr;bwtuwv� we otj�, 5 ee 6ftx lul I Or 9 ;— e S-Feckue Cew41v o� W41 w6k arts iso S 6aav- C %I it tt %I � .. wiw�vriAtio» . o W L Qic,�i 4�c: �S o F 6,o� too r: Fat t1n10 S t0 r . WALL PWc, y �r ovte Stork. uta tls —hr E4utive- YoO9 tieia t expoS4 bOPVCUkfe = C~MHt�`— �f �pti(r,d11 LT"Ll lj"% OOF Pi U 1 i j%UYL } 7 1;0 12.. W QressWr L 71K L4 4V (( See Skeet # Z) IA lr : - W J* pit SSu.re rA �CVp F�OfPLi(.%66 Wk fo pibl, s vnare- 8" `' v" 6-ar e�r F� C� ) C 1 jQ ) 7 t;v tz„ See 5L�E�� Z P To ;)Cw S ---- or ( %)(Vr) -4- r) (w' Quo StU,rec)� - -T 0 „G.. •_ '"Si" �s or. cs VIA (a �d„t.E ends = C4•T h't�C � t�� T M O Er tucn► � wt�;at�.� C (tAr • CA tC (Ai (W-)(-4+'.NYl %". —twCzo Melt .Or two 5tO rc--, a-%&or bolt �4 Q I)es%t" C ri l:4 a For S x Leri o r WoAs ; lOw. Boit so+.r $ he ; 40 lb, (r/Z X$ Jul AB6 and-OT &it t1 11 Ttmsicr+= 14,401bs C ti n t& it) 7/I!op QS8 •Shea-Pti,,� , tlaiL4 u9;g% g4 CopvmM rai4 v��S2 npte� 0 C-�,erw►s� For M+tenOr WaAs R4W . bal r SVieaw-or7Zm fi,r" - 1350 lbs ct s 8 �1t C� •Shu�� e�- nails , ca.+► s � �"• Sheet Date {�. Ga6 r;eL,, Q E Of Lot : - C v-) L �• 3 3 F v' S�eo r Pe.- bO tr FrO r �X �e i JY W ellC 1.33 ( $(,0 < Zr W� s —� S = C1 .3.3 35ID) v') choose. �W-Juwm tsiU T or c' _ 2V �• St 1/ ° In d �w�c W ll, be i k Js 4,,., Fyuw a wt o, S s oY See sheet- FuY Sear wAM owl aAAI tUecE- #3 g •• » .. ��erxr �,,�c�r,,�:��s • Tyr G ^/ L' i s S�� c3'� F�wu • C leoir�, 7Ti� boi.� w•LL pal ot.X ate? •:. 5ote p t4rL w fit Y►eJ to P FOY a Cwripto,te- fxl�&AC ..T..it or G � �� dv=-.M c�1� .�- Z`�1 ��"a-, �a,►l�re ,n+ode " " '� 0 F Q '��.1�04d�e.Q U1�✓� ZV = /400 !hs C Zxq Pk., *2 SYPH Z\,l = Z2oo rbs C z x pts., :#Z SY(') ZV = 2 -300 1hJ l ?-XT pju, -�rZ 5`(p to r L, ,,_, t •�__ N� ' I -'IE�'...r • ,_...fit__,__ —_�____-___ f ;..;I I ri STE I i • • r SECOND FlOdt 'Slit/19 TABLE FOR SHEAR WALLS FRAMING � NAIL PANEL MOs ONTO WAU STUDS. (GROUND FLOOR) 11PA9.A EpmtY r;FMUTCZBO.TS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. ADDITIONAL NOTES: --cn LawING CRITERIA UNLESS aTHERIYUSE, I) FOR LOCATIONS MOUDED AS 0, INDICATE LOCATIONS INHERE HEADER BEAM SHALL BE -- BOLTED PER DETAIL. "B" ON SRMT e No. (ft) (ft) (ft) (1b) (1b/ft) (Ib/ft) (ft) (Ib) SG t 41 N !A NIA !2�►� �w`1 �d`!'�2.y 5382. (3r, 33 7 t o '?2$ '.ill � d �� I is i (D= "r IS ALWAYS EQUAL TO 1.33 MICH IS WIND MAGNIFYING FACTOR. a "NPRDESIGNATES THE NAILING SPACING AT PANEL EDGES AND SHEAR WALL CALCULATIONS MEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS - '"uc PANEL EDGES AND INTERMEDIATE SUPORTS FOR ^T►4ERWISE"N P WALL MEANS THAT 7/16" OSB FOR FIRST STORY WALLS ``rl EDGES AND AT 12" • UliGGI �� ,. . GabrE�`, .�• of t, Iy �P Vias AIAaIs;s For s � W e�ju s ��dJ can OA-01'' l.J F�rIaQ.Q O -to S�nes�n.= 3srS6S w Wc�-tpt.,,C .. $A �. lb s/FL) = 3ar.S4 6 = 1°1� PR i or c w N A I!..l= D v4 !'/l i w/ oQ CUWwt r-i K 4 4- t c2) M6 �� t" 5) TVY ink" -atoUrV%l at bo CL Grotj For tettera� i-oeA Te--AlFEY, VI F,API% S%" 4vl,% StWV% T.ea Autors lll(ow . Skew : 743 abs ---.a �e �S�a1"'� : 4311�ti 3�a I CATHEDRAL ICEUW7 ; t FROWROW I PORCHTHRa)GH ,�----- — I I O ~ —, \ \\ CATHEDRAL CEILING I I See dsto k'"S1 o F\ Skeet l� fw F�nrr' { - BATH Raor St+a+t+.�. 1 • • � I 1 i y BEDROOM BEDROOM 1 I I i I 8r FLAT Bf FLAT CEILING \ I ------ ------� SECoN�p �1,flo6C SHEAR bJRtIS LAYOUT 3/110"=1-tT • PAGE 1 " ,ate: 10/11/01 MANNING BUILDING SUPPLY LOG # : A0783F TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name: 'Address : 2440 South Beach Parkway Address : LOT ,U-'-HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: BE --------------------------------------------------- Left Right Qtyl Span l O.H. l O.H. l Description ----------- -------------------------------------------------------------------- 8 8 ' 3"8 0 ' 0 ' F1 2 16'4" 0 ' 0 ' F2 1 15 ' 0"6 0 ' 0 ' F3 " 1 13 ' 0"6 0 ' 0 ' F4 1 11 ' 0"6 0 ' 0 ' F5 4 10 ' 11"8 0 ' 0 ' F6 _ 1 11' 10" 0 ' 0 ' F7 3 11 ' 10" 0 ' 0 ' F8 3 11 ' 7" 0 ' 0 ' F9 1 3 ' 10" 0 ' 0 ' F10 ** Beams ** 2 30 BM1 GPLAM 16" " 2 20 BM2 * GPLAM 9-1/2" 2 12 BM3 GPLAM 16" 2 10 BM4 GPLAM 16" 2 8 BM5 GPLAM 16" ** Hardware Floor ** 20 J THA422 SY42 Hanger 2 I SUR410L Face Mt 3 . 5/45 ' Skew L 3 0 HGUS48 2-ply GPLam Hanger 1 R TGHD412R 2-ply GPLam 45 ' Sk R ------------------------------------------------------------------------------- 25 - Trusses 26 - # of Hardware 0 - # of I-Joist 0 - Piggy' s �„ 0 - Jacks 10 - # of Beams 0 - # of Rim Board 25 - Total Trusses RAISED SEALS HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A IHUS26 27851 33251 15501(14)16d 6)10dX1.5 TRUSS B IHUS28 33801 35851 20001(22)16d 8)10dX1.5 TRUSS C HGUS28-2 62451 78101 26501(36)16d (20)10dX1.5 2 PLY TRUSS cn D SUUR 26 8001 10001 765 (6)16d (6)10dX1.5 TRUSS w E SKP268UR 16401 18001 6551(16)16d (4)10d TRUSS aF SUUR 210 13301 16601 12501(16)16d (10)10dX1.5 TRUSS = G THJA26 2190 27401 13401(16)16d 5)10d+(7)10d HIP JACK cn H HJC28 2740 3425 1840 (20)16d (6)10d+(8)10d HIP JACK I SKH410 UR 1860 2330 1275 (16)16d (10)16d SYS 42 v J THA422 3630 4145 1550 (22)16d 6)10dX1.5 SYS 42 Q K IUT312 1360 (14)10d (2)10dX1.5 I-JOIST L MIT316 2400 (12)10dx1.5 (210dX1.5 I-JOIST m M SKH312L\R 21601 2500 1505 1616d 1010dx1.5 I-JOIST N HU11 * 2185 2270 920 (22)16d (6)10dX1.5 1 PLY LVL O IHGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 113351 47801(56)16d (36)16d 12 PLY LVL Q TGHD412L * 85121 106401 87551(56)16d (36 16d 2 PLY LVL R TGHD412R 8512 106401 8755 56)16d (36)16d 2 PLY LVL S HUC4121F 6102 68011 3100 56)16d (36)16d 2 PLY LVL T HGUS5.25/12 9535 113351 4780 (56)16d (36)16d 3 PLY LVL U HGUS7.25/12 9535 96651 4780 (56)16d (36)16d 4 PLY LVL N a UL1 H16S NA NA 1600 (10)10d (2)l Od TRUSS p UL2 H16-2 NA NA 1600 (10)10d 2)10d 2 PLY TRUSS v UL3 MTS12 NA NA 1000 7)10d EA. SIDE NONE TRUSS z JJL4 HTS20 NA NA 1450 (10)10d EA. SIDE NONE 2 PLY TRUSS O UL5 MGT NA NA 4200 22)10d PLUS UL6,UL7 �.- UL6 PHD5 NA NA 4500 14 SDS1/4X3 ADD UL5 .1 UL7 PHD2 NA NA 3285 10 SDS1/4X3 ADD UL5 HC HURRICANE TIE NA NA 455 (4)8d (4)8d H25 HURRICANE TIE INA NA 415 (5)8d (5)8d H8 HURRICANE TIE INA NA 745 (5)10dX1.5 (5)8dX1.5 NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK"HC,H2.5,118" UNLESS NOTED OTHERWISE. * INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE A/THAC TRUSS HANGERS r1_1 T ® l ADJUSTABLE E I e THA426 and THA426-2 provide connectors for 24"floor trusses. ° m' '0 0 elA series'extra long straps allow full code nailing and can bem "® or', .d to give top flange hanger convenience. ® ° ° ° a F R:,:_:See table. ° H:Galvanized TION:°Use all specified fasteners.See General Notes. 1 single 2x carrying members,use 10dx1 1/2"nails into the c`- ying member,and 10d or 16d commons into the carried member,and use 0.81 of the table value for 18 gauge,and 0.68 r ® H t oor de table value for 16 gauge. r- C Tc""i different installation methods may be used: ® THACl422 d h- cimum nailing—Install all face nails according to the table. 2112 for s Nails used for the joist attachment must be driven at an angle so I� /, THA426-2 y that they penetrate through the corner of the joist into the header. W ?Rimum nailing–For the THA29,the minimum nailing schedule �Y r ;iires the use of joist double shear nailing as detailed above, THA29 and that the strap be field-formed over the header a minimum of 21/2'.A minimum of four top and four face nails must be used. THAC422 THA FI,Pall models except the THA29,the minimum ! r: ing schedule may be followed where t c;:„ble shear nailing is not possible,provided a a Top Nails a 4x Nailer the strap is field-formed over the top of the , _ +;! h&,der a minimum of 1'/2"for the THA213 0 j a7 THA413,and 2"for all others,and a ;r ^ ' •,.u. r' imum of four tap and two face nails 2 are used.The joist double shear nailing Face Nails tabs are easily straightened so that the r PIS can be driven straight into the joist. } SrOCA,IC80,SBCCI NER-209;City of L.A. a yt Rm 24949;Dade Co.,FL 98-0724.06. Typical THA Installation Joist straight Nails I Typical THA Dome Double Shear : Nailing prevents Double Minimum Nailing 3 Configuration on tabs breaking off Shear Double Shear g (available onj Nailing = Nailing Top View a 4x Nailer — U.S.Patent 4,480,941 (except THA29) some models) Side View Canada Patent 1,193,418 U.S.Patent 5,603,580 I Dimensions Fasteners' Doug-Fir-Larch/Southern Pine Spruce-Pine-Fir m;:um Down Allowable Loads Allowable Loads vt td Model Ga Carryinger Carried Avg Uplitt2 Floor :Snow 'Roof Uplitt2 Floor Snow Roof Z ( Z lember w H g T pembFace Stra 9hmbe Stant UIt (160) (100) (115),.(125) (160) (100) (115) (125) p I o U U MINIMUM NAILING—TOP FLANGE rTHA29 18 15 9% 5Y. 4-10d 1 4-1Od — 4-1Od 8167 750 2260 23101 2350 750 1 17401 1785 1815 z o 2x6 THA213 18 1% 13 5 4-10d 2-1Od 4-1Odx1 — 5343 1615 1615 1615 — 1280 1280 1280 2X6 THA218 18' 1 17X. 5Y, 1 4-10d 2-10d 4-10dx1 — 5343 — 1 1615 16115 1615 — 1280 1280 1280 z p o 2 10 THA218-2 16 3 17r 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — 1465 1465 1465 ( T 10 THA222-2 16 3y. 22X,, 8 4-16d 2-16d 6-16dx2 — 5085 — 1635 1635 1635 — 1465 1465 1465 N �, 4r,,, THA413 18 3 1 3Xe 4y2 4-10d 2-10d 4-10d — 5343 — 1615 16.15 1615 — 1280 1280 1280 a o 410 THA418 16 3 1 7y, 71 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 — 1465 1465 1465 L 4W THA C418 16 3y. 17y, 71 4-16d I 2-16d 6-16d — 5085 — 1635 1635 1635 — 1465 1465 1 1465 5- ) THA 422 16 3y. 22 71% 4-16d 2-16d 6-16d — 5085 — 1635 1635 1635 1 — 1465 1 1465 1 1465 MAXIMUM NAILING—ALL NAIL HOLES FILLED 2x4 THA29 18 1 91& 5 — 16-10d — 4-10d 8250 750 12125 2310 2350 750 1740 1785 1815 0 a THA213 18 15 135 5Y, 114-10d — 4-10d 7983 930 1795 1840 1870 780 1385 1425 1450 THA218 18 15 173 5y, 18-10d — 4-10d 9120 930 1795 1840 1870 780 1385 1425 1450 a 6 j 10 THA218-2 16 3y, 8 — 16-16d — 6-16d 111500 1550 1 2830 3050 3050 1355 12385 2740 2820 a 12 22x10 THA222-2 16 3y. 8 — 22-16d — 6-16d 113067 1550 3510 3595 3650 1355 2705 2775 2820 46 THA413 18 3 13 4 — 14-10d — 4-10d 7983 930 1940 2235 2400 780 1660 1910 2075 4,:; THA418 16 3 17 7/ — 16-16d — 6-16d 11500 1550 2830 3050 3050 1355 23851 2740 2980 4;'] THA 16 35 17 77% — 16-16d — 6 16d!11500 1550 2830 3050 3050 1355 123851 2740 2980 4A THA422 16 35 22 T — 122-16d1 — 6-16d113067 1550 3630 4090 4145 1355 13075 3145 31959 Q sinkers may be used to replace ted commons at 0.85 of table load. 3.Roof loads are 125%of floor loads unless limited by other criteria.Floor loads may be adjusted 1,1;been increased 33%and 60%for earthquake or wind loading with for load durations according to the code,provided they do not exceed those in the roof column. u['`it increase allowed;reduce for other load conditions as required by code. 4.160%uplift load for THA422-2 and THAC422-2 is 2060 lbs. 161"8 -- � ******** ATTENTION **** *** BUILDER IS RESPONSIBLE TO INFORM ALL --- SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BEAMS. [ BUILDER WILL BE RESPONSIBLE FOR REPAIRS, N REPLACEMENT COSTS VOR ENGINEERING FEES. m m u- JOB: A0783 CUS: BESTCON T PLAN: 2014 2/STORY 24'3"3 Q LOT: X14 HIDDEN PARADISE F1 aD m m Lo Ln� MS 34a uj 28'3" 14' —+ MANNING BUILDING SUPPLIES BILL ELLEDGE 10 Oct 2001 10:36 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 P," FASTBeamO Engineering Analysis®1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0783.FBD Information : BESTCON I LOT 14 HIDDEN HILLS Mark# : BM1 Desc : FL Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5", 565 3.5", 565 psi LI 4.0", 565 psi 4.0", 750 psi 3.5", 750 psi psi 31311 E 5' 4 1/2" 121011 8' 3 1/2" LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf Root.Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End @Start @End Span# Starts Ends Additional Info MO 1 Uniform(plf) 80 0 100% 0 0'0" 28'11" WALL 2 Span Carried(psf) 37 24 133% 0 0'0" 28'11" 3'8"s.c.-E4s 3 Span Carried(psf) 55 40 100% 0 0101. 11'0" 11'0"s.c.-F5-F6 4 Trapezoidal(plf) 302 440 220 320 100% 0 11'a, 28'11" F2-F5 5 Concentrated(lbs) 722 461 133% 0 76" 11 6 Concentrated(lbs) 1250 798 133% 0 21'11" H1 7 Span Carried(psf) 37 24 133% 0 8'6' 11'0" 11'0"s.c.-12-H7 8 Trapezoidal(plf) 204 296 130 189 133% 0 11'0" 20'11" H2-H6 9 Concentrated(lbs) 1232 896 100% 0 0'6" BM3 Vie► Uniform(plf) 15 0 0 0 28'11" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(Ibs) 1 2 3 4 5 ?P Max R'n 1800 2272 7303 9191 2049 Min R'n 395 277 2874 3627 244 DL R'n 547 593 2874 3627 652 Min Brg(in.) 1.50 3.00 3.69 3.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 750 750 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 3527 3 10'6" 86 14186 133% 0.25 Me M(ft-lbs) 6088 3 12'9' 26 34350 100% 0.18 LtRn(lbs) 1800 0 0.01. 82 6921 100% 0.26 See Note#5 RtRn(lbs) 2049 0 28'11" 83 9188 100% 0.22 See Note#5 IntRn(lbs) 7303 0 8-8" 85 7910 100% 0.92 See Note#5 LLDefI(in.) 0.05 3 601, 82 0.40 U2740 TLDefI(in.) 0.08 3 601. 82 0.60 U1747 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Speclficadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maxkrmim reaction.Therefore,when reacdon values are required,use Max R'n from Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the bugding code,a registered design professional or building ofifcial should verify the input loads and product 8.application.d lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nag piles together with 16d nails @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. me 11.Nax/M/n reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout 0" MANNING BUILDING SUPPLIES BILL ELLEDGE 11 Oct 2001 8:20 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 ow FASTBeam®Engineering Analysis® 1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0783.FBD Information : BESTCON/LOT 14 HIDDEN HILLS Mark# : BM2 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= U240 Composite Action : No 3.5", 565 psi 3.5", 565 psi U "3.5", 565 psi 565 NO psi 10' 5" 71011 0f 910 LOADS Project Design Loads:Floor.Live=40 psf,Dead=15 psf, Roof.,Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape @Start @End P_Start O_End Span# Starts Ends Additional Info 1 Uniform(plf) 80 0 100% 0 010" 18'2" WALL 2 Span Carried(psf) 37 24 133% 0 010.1 1 a 9" 22'2"s.c.-C3-05 3 Span Carried(psf) 37 24 133% 0 1019.. 18-2" 26'0"s.c.-C6-C8 Uniform(plf) 9 0 0 0 18-2" Self Weight *Dimensions measured from left end when span#is 0 otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 4 Max R'n 2162 5686 3632 505 Min R'n 948 2676 161 -1571 DL R'n 1003 2676 1140 -323 Min Brg(in.) 1.50 3.00 3.00 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 2620 1 9'6" 54 8424 133% 0.31 M(ft4bs) 5109 2 0101, 54 17109 133% 0.30 LtRn(lbs) 2162 0 0101, 52 6921 100% 0.31 See Note#5 f" RtRn(lbs) 505 0 18-2" 52 6921 100% 0.07 See Note#5 IntRn(lbs) 5686 0 10-5" 54 6921 100% 0.82 See Note#5 LLDefI(in.) 0.10 1 5-Y 52 0.35 U1274 TLDefI(in.) 0.18 1 5'a' 52 0.52 U711 USE. GPLAM 2.0E 1.75x 9.50" 2 Plies Grade selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rh from'Supports'secdon above. im 8.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Provide approved uplift resistance at supports with negative reactions. 10.Verify that load is applied at top or equally from both sides. 11.Nall plies together with 16d nails @ 12"o%along top and bottom edges. Nall from alternate faces,2"from edges. 12.MaxAWn reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 13.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 14.For explanation of GROUP,change to expanded printouL MANNING BUILDING SUPPLIES BILL ELLEDGE 10 Oct 2001 10:34 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 P" FASTBeamO Engineering Analysis®1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0783.FBD Information : BESTCON/LOT 14 HIDDEN HILLS Mark#: BM3 Desc : FL Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 111011 LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 psf, Roof.Live=30 psi,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape P-Start @End @Start @End Span# Starts Ends Additional Info me 1 Uniform(plf) 80 0 100% 0 010" 11'0" WALL 2 Span Carried(psf) 37 24 133% 0 0'0" 11'0" 7'0"s.c.-EJs-11 Uniform(plf) 15 0 0 0 11'0" Self Weight 'Dimensions measured from left and when span#is 0 otherwise from left end of the specified span. op SUPPORTS(lbs) 1 2 Max R'n 1232 1232 Min R'n 778 778 DL R'n 778 778 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 901 1 9-6" 51 14186 133% 0.06 M(ft4bs) 3389 1 5'T 51 45799 133% 0.07 LtRn(lbs) 1232 0 go.. 51 6921 100% 0.18 See Note#5 RtRn(lbs) 1232 0 11'0" 51 6921 100% 0.18 See Note#5 LLDefI(in.) 0.01 1 5'6" 51 0.37 U9733 TLDefI(in) 0.04 1 5'6" 51 0.55 U3591 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: q 1.Designed In accordance with National Design Speclticadons for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression 3.Loads have been Input by the user and have not been verified by Georgla-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction Is based on the combination of loads a duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rb from'Supportssection above. 6.Bearing length based on design material;support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building of ial should verify the input loads and product application. &This engineered lumber product has been sized for resklendal use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. ae 10.Mall plies together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Max;MM reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13 For explanation of GROUP,change to expanded printout. R MANNING BUILDING SUPPLIES BILL ELLEDGE 11 Oct 2001 8:21 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 FASTBeam(9 Engineering Analysis® 1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0783.FBD Information : BE STCON/LOT 14 HIDDEN HILLS Mark#: BM4 Desc : „ Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No 3.5", 565 psi 3.5", 565 psi 81211 LOADS Project Design Loads:Floor:Live=40 psf,Dead=15 psf, Roof.,Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape 0_Start @End O_Start QEnd Span# Starts Ends Additional Info m,e 1 Uniform(plf) 80 0 100% 0 0'0" 8'2" WALL 2 Span Carried(psf) 55 40 100% 0 010.1 8-2" 160"S.C.-F3 3 Span Carried(psf) 37 24 133% 0 0191 8'2" 0'0"S.C.-C9-C10 4 Span Carried(psf) 37 24 133% 0 0101, 8-2" 14'0"S.C.-H5&H6 Uniform(plf) 15 0 0 0 8-2" Self Weight *Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(ibs) 1 2 Max R'n 3128 3128 Min Wn 1228 1228 DL Wn 1228 1228 Min Brg(in.) 1.58 1.58 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 1564 1 6'8" 21 10640 100% 0.15 M(ft-lbs) 5008 1 4'1" 21 34350 100% 0.15 000 LtRn(lbs) 3128 0 010.1 81 6921 100% 0.45 See Note#5 RtRn(lbs) 3128 0 8-2" 81 6921 100% 0.45 See Note#5 LLDefl(in.) 0.03 1 4'1" 81 0.27 U3674 TLDefl(in) 0.04 1 4'1" 81 0.41 U2232 USE: GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: I.Designed In accordance with National Design SpecMeations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgla-Pact is Engineered Lumber Technical Services. 4.Design valid for dry use only. b This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. 10 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per Me building code,must be performed for commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nall plies together with 16d nails @ 12"o%along top and bottom edges and thru center.Nall from alternate faces,2"hom edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES BILL ELLEDGE 11 Oct 2001 8:25 pm 11155 PHILLIPS PKWY DR E , JACKSONVILLE, FL. 32256-0000 (904)268-8225 am FASTBeam(D Engineering Analysis® 1996-2000 Georgia-Pacific Corporation Version: 3.2(95/NT) Build: 3.2.1.5 Project : A0783.FBD Information : BESTCON/LOT 14 HIDDEN HILLS Mark#: BM5 Desc Usage : Beam(Floor) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= 0360 TL= U240 Composite Action : No 3.5", 565 psi 3.5", 565 psi I 6'3 1/2" E LOADS Project Design Loads:Floor.'Live=40 psf,Dead=15 psf, Roof.'Live=30 psf,Dead=17 psf. Live+Dead Ld(T) Live Ld(L) LDF Location` # Shape O_Start O_End QStart P_End Span# Starts Ends Additional Info 1 Span Carried(psf) 55 40 100% 0 019, 63 1/7' 11'4's.c.-F9's 2 Uniform(plf) 80 0 100% 0 0'0" 63 1/2" WALL 3 Span Carried(psf) 37 24 133% 0 0'0" 6'3 1/2" 11'4"s.c.-G3-G4 4 Span Carried(psf) 47 30 133% 0 0101, 6'3 1/2" 8'8"s.c.-D4-D6 Uniform(plf) 15 0 0 0 6 3 1/2" Self Weight "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 2 Max R'n 2578 2578 Min R'n 1035 1035 DL R'n 1035 1035 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span x Group Allow LDF Ratio V(lbs) 1366 1 1'6" 81 14186 133% 0.10 M(ft4bs) 4055 1 3'2" 81 45799 133% 0.09 LtRn(lbs) 2578 0 0101. 81 6921 100% 0.37 See Note#5 RtRn(lbs) 2578 0 G 4" 81 6921 100% 0.37 See Note#5 LLDefl(in.) 0.01 1 3'Z' 81 0.21 U6359 TLDefl(in) 0.02 1 3-2" 81 0.31 03806 4 USE. GPLAM 2.0E 1.75x16.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design SpeciRcations for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgla-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. am 6.Bearing length based on design material;support material capacity shall be verifled(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 9.Verify brat load is applied at top or equally from both sides. 10.AW plies together with 16d nalls @ 12"o%along top and bottom edges and thru center.Nail from alternate faces,2"from edges. 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 12 For explanation of GROUP,change to expanded printout W H O Q Q a 0- z z z W O 0 {— H Q = U O � J ti I+- -16'1-13--�=-# O O -7 J ******** ATTENTION ******** BUILDER IS RESPONSIBLE TO INFORM ALL --- SUBCONTRACTORS AND FRAMERS NOT TO CUT, DRILL OR NOTCH SYS42 TRUSSES OR BEAMS. BUILDER WILL BE RESPONSIBLE FOR REPAIRS, N REPLACEMENT COSTS VOR ENGINEERING FEES. m � m LL JOB: A0783 CUS: BESTCON PLAN: 2014 2 /STORY z4'3.3 o o Q LOT: #14 HIDDEN PARADISE 0�p 01- H U FS W m O m m O Lf) N LL LL LL M1 3'd'8 W -- 28'3" �{ 14' --1 m O I W O J W J Z W C� H J Cn J W H O m JOB NO: A0783F PAGE NO: 1 OF 1 (A0783F- - F1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC BOT CHORD 4x2 SP #2 N @ 24.00" OC. WEBS 4x2 SP #3 DEFLECTION MEETS L/360.00 LIVE AND 1-/240.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. TC From 100 PLF at 0.00 to 100 PLF at 8.29 BC From 10 PLF at 0.00 to 10 PLF at 8.29 HANGER = SIMPSON THA422 TC 140 LB Conc. Load at 8.04 FILL ALL NAIL HOLES. TC 110 LB Conc. Load at 8.29 RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 3-1-12 24" 3-1-12 15, Ty p,. �--� W1.5X4 III W4X4 W3X5= W4X4= W1.5X4 III W3X5 T T 14-0 1-4-0 +8-1-2+8-1-2 W3X3- W4X4= W3X3 W2X4III W4X4= W2X4III - -8-3-8 Over 2 Supports– R=453 W=3.5" R=710 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:8 FL/-/3Z-/E/-/- Scale =.375" Ft. *WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 40.0 P S F R E F R151--35456 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 DO OFRIO DR., SUITE 200, MADISON, W[ 53" . FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F -DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '• Ts. i{ zp BC DL 5.0 PSF DRW HCUSR151 01284044 4_ 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 42704- BUILD THE TRUSSES IN CONFORMANCE WITH TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =1 E C L L 0.0 P S F I-{C-ENG MRM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN l 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ; p'T�d F J CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO wSt T 0 T.L D. 5 5.0 P S F S E Q N - 77887 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .4._'y�OR%CP�r D U R.FAC 1.0 0 F R 0 M B E DRAWINGS 160 A-2. TME SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �pi_i`'►V...N�.. Alpine Engineered Products,Inc. ftESPON S[BILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHONN. THE SUITABILITY AND USE OF IRIS Y Y� II811HeS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t 1 SPACING S E E ABOVE FI.CertifcateOfAuthorization#567 ANSI/TPI 1-1995 SECTION 2. R (A0783F- F2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 24" 7.2-0 _I 7.2.0 15, Ty p,. W5X7= W3X5 = W3X3= W3X3= W3X3= W3X3= W3X5= W5X7 T 1T 0 1 4-0 5 . +8-1-2 W2X4 III W5X5= W3X5- W3X3= W1.5X4 III 143X5 = W5X5 W2X4 III W1.5X4 III W3X3 16-4-0 Over 2 Supports R=898 R=898 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:2 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--35457 BRACING. REFER TO MIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED YTPPI (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 T C D L 10.0 P S F DATE 10 11/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j*'• �(W' BC DL 5.0 PSF DRW HCUSR151 01284053 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN DEY IATION FROM THIS DESIGN; ANY FAILURE TO = BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y 1.. B C L L 0.O P S F HC-ENG MRM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN T 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE QF l TOT.LID. 55.0 P S F S E A N - 77875 CONNECTORS ARE MADE OF 20GA ASTM A653 6R40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, PGSITION CONNECTORS PER �'� .�j.• DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL INGINEERING ,�`�'-�� D U R.FAC. 1.00 F ROM 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 O c t "Na ` SPACING 2 4.0" FL Certifirate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0783F- F5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD, TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 1 4-6-3 1 24" 4-6-3 1 f 115" Ty- W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 T T 1-4-0 1-4-0 I N�zx� 8-1-2 W2X4III W3X5= W3X3= W1.5X4 III W3X5 141.5X4 III W3X3 W2X4 III 0-0-6 CE 11-0-6 Over 2 Supports R=621 R=593 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:l FL/-/3/-/E/-/- Scale =.375" Ft. 'WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F R151-35460 *8 RACING. NEE TO NIB-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 M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SN ALL HAVE PROPE0.LV ATTACHED ":�`F� TC DL 10.0 P S F DATE 10/11/01 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 � B C D L 5.0 P S F D R W HCUSR151 01284047 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . 42704 i 8UIL0 THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �. _* B C L L O.Q P S F H C-ENG MRM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH AP PLICAS LE 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 T �F�' TOT.L D. 55.0 P S F S E Q N - 77884 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O Rvot. r DRAWINGS 160 A-2. THE SEAL ON MIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 F ROM B E E:Z Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TEL USS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER QCt �� SPACING 24.0" FL Certificate ofAuthori7,ation#567 ANSI/TPI 1-1995 SECTION 2. (A0783F- F6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 4-5-12 24 4-5-12 1,5" Ty p,. W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 TT 1-4-0 ` 1-4-0 � '/\ +8-1-2 W2X4 III W3X5= W3X3= W1.5X4 III W3X5- W1.5X4 III W3X3 W2X4 III rE 10-11-8 Over 2 Supports R=603 R=603 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:4 FL/-/3/-/E/-/- Scale =.375" Ft. 'WARNING.+ TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■■ TC LL 40.0 P S F R E F R151--35461 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO M T C D L 10.0 P S F DATE 1 0/1 1/0 1 PERE 0RMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ��.�'F'!., � STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. GC��7�7 _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED B C D L 5.0 P S F D R W HCUSR151 01284048 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 427A� . BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABft ICATI NG, HANDLING, SHIPPING, INSTALLING AND fin! ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * * BC LL 0.0 P S F HC-ENG MRM/DR 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 4,r a TOT.L D. 5 5.0 P S F S E Q N - 77892 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ._ OR ,O DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING D U R.FAC. 1.00 F ROM B E Alpine Engineered products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE Of THIS E Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 4 567 ANSUTPI 1-1995 SECTION 2. Oct AL SPACING 24.0" (A0783F- F7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 360 PLF at 0.00 to 360 PLF at 11.83 BC From 10 PLF at 0.00 to 10 PLF at 11.83 SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. W3X5= W3X5 1-40 1-4-0 +8-1-2 W3X3= W1.5X4 III W1.5X4 III W1.5X4 III W3X3= 0-0-8 n 11-10-8 Over Continuous Support R=369 PLF W=11-10-8 Note: All Plates Are W2X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151- -35462 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TOS'••• T C D L 1 0.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CM ORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED (� ' ��(�' BC DL 5.0 PSF DRW HCUSR151 01284049 *PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = •�Z7�4- BUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SNIPPING, INSTALLING AND B C L L 0.0 P S F H C-E N G MRM/DR ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (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 ND TED. APPLY CONNECTORS TO A F '"• T 0 T.L D. 55.0 P S F S E A N - 77896 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 -..,�R�p= � D U R.FAC. 1.O 0 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHO WN. HE SUITABILITY AND USF OF THIS ��1PvO Elaines City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C C �� SPACING S E E ABOVE FL Certificate of Authorization N 567 ANSI/TPI 1-1995 SECTION 2 . "'1 j I "I " (A0783F- - E8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-10-8 24" 4-11-8 1,5" Ty p,. W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 T T 1 4-0 1-4-0 +8-1-2 W3X5= W3X3- W1.5X4 III W3X5- W2X4 III W1 .5X4 III W3X3 - W2X4 III IE 11-10-0 Over 2 Supports R=651 W=3" R=651 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:3 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--35463 8RACING. REFER TO MI891 (HANDLING INSTALLING ANO BRACING), PUHLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFR91 R. SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PR OR TO �M. TC DL 10.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CH00.0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL ING. wp' "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED G" �� BC DL 5.0 P S F D R W HCUSR151 01284050 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANV FAILURE TO = 4Z7 BUILD THE TRUSSES IN CONFORMANCE WITH TN TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :* B C L L 0.0 P S F H C 04 -E N G MRM/DR 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 CONNECTORS ARE MADE OF By THE ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO F� TOT.L D. 55.0 P S F S E Q N - 77899 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERtF DRAWL NGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ~'�.0 RIO Q U R FAC. 1.00 F R Q M B E Alpine Engineeted Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Ilames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DISIGNIR. PER Q c t SPACING FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0783F- F9 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 4-6-0 24" 1,5Ty- W3X5= W3X3- W3X3= W3X3= W3X3= W3X5 T T 1-4-0 1-4-0 8-1-2 W2X4 III W3X5= W3X3- W1.5X4 III W3X5= W1.5X4 III W3X3= W2X4 III fE 11-7-0 Over 2 Supports J R=637 R=637 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:3 FL/-/3/-/E/-/- Scale =.375" Ft. 'WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151- -35464 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■■ INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO IO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ;`�••• T C D L 10.0 P S F DATE 1 0/1 1/O l STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� �••F� _IMP IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �• • BC DL 5.0 P S F D R W HCUSR151 01284051 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS UESIGN; ANY IAILORE TO S i BUILD THE TRUSSES IN CON OR MA NCE HI7H TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND p ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SI ON B C LL 0.0 P S F HC-ENG MRM/DR SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STA OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CE PT AS NOTED. APPLY CONNECTORS TO S 3 TOT.L D. 55.0 P S F S E A N - 77902 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER (O1�� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�y •�N D U R.FAC. 1 .0 0 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABll TTY AND USE OF THIS Hames C1ly,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BULDING DESIGNER, PER D C t SPACING 2 4.0" FL Certificate ofAuthorization 4 567 ANSI/TPI 1-1995 SECTIDN 2. (A0783F- F10 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 * TYP. PANEL LENGTH EXCEEDS 30". TRUSS MAY ONLY SUPPORT WALLS OR PARTITIONS WHERE CONCENTRATED LOADS ARE SHOWN. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 13.25" T, p. 142X4 III W3X3= W3X5= T T 1-4-0 1-4-0 W3X3 W3X5= W2X4 III 1E3-10-0 Over 2 Supports ,,. R=211 W=3.5" R=211 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 QTY:l FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151- -35465 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 SAf ETY PRACTICES PRIOR TO A� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 10.0 P S F DATE 1 0/1 1/O l STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **1MPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��•� BC DL 5.0 P S F D R W HCUSR151 01284052 PRODUCTS, INC. SHALL NOTN F BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD ALPINE BRACIINGH0FTTRUSSESES IN COTHIISOR M0ESIGNICoNFORMSOWITHAAPPLICABLE PROVDLE N IS10 SSOFHIP NOSGPIN (NALL0NALSTAL IDESION AND ; _ B C L L 0.0 P S F HC-ENG MRM/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 3 = CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF TOT.LD. 55.0 PSF SEQN - 77905 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IJVf S A` P DRAWINGS 160 A I. THE SEAL ON THIS DRAWING INDICATES BE OF PROFESSIONAL ENGINEERING O RIO D U R.FAC. 1 .0 0 FROM B E Alpine Engineered Products,It1C. RE SPONSIOIL ITY SOIELY FOR THE Tft USS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER Q C t A1.E SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. TOP CHORD 4X2 SP #1 TS-YSTEM42 FLOOD GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLY REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLY, PROVIDE ANCHORAGE SYMM CL CONTINUOUS TO FOUNDATION. ABOUTI 24" MAX 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION f+ •j 8'0" STUD WALL ( PLF) WITH � 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION W=3X4 OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLY) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED OVER CONTINUOUS BEARING BY PROPERLY ATTACHED STRUCTURAL PANELS. TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'O" STUD WALL (110 PLF) ABOUT 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2;0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8 0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275 ■■WARNING■* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TD HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED SAFETY PRACTICES Y TPI (TRUSS APRIORTE STUUPERFORMING583 UTHESE G FUNCTIONS,SUITE 2UNLESSIOTHERWI EWL 3 INDICATED,719) FOR M. DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL 4.•.t C•. HAVE A PROPERLY ATTACHED RIGID CEILING. L 5.0 PSF DRWG GBLSY42AO699 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; OR FABRICATING, = 0.0 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. 55.0 PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA . STATE O ASTM A653 GR40 GALV. 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 ,A••��DR% POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL +.......••• FAC. 1.00 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE . .�` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ��ryry��l� ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 11 ' TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF REFER TO DRAWING 1602 FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. SYMM CL 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 2, 2, 8'0" STUD WALL (110 PLF) MAX 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR --L- IW=3X4 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUT I ( 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX tOR 47 PSF AT R DURATION i OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W=3X4 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE =3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. LENGTH AS REQUIRED 10-1 OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B ■*WARNING-■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40,0 PSF REF SY42 FLOOR GABLE INSTALLINGBY TPI (TRU AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED FOR SAFETY PRACTICES PRIORSS PLATE S TO INSTITUTE, THESE FU583 D'ONOFRIO NCTIO00 NS.STE2 UNLESSI OSONTHERWI E3 IND)ICATED, M. C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '•• �'••• �• DL 5.0 PSF DRWG GBLSY42B0699 •*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; OR FABRICATING, L 0.0 PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 1 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7C �I LD. 55.0 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 POMPANO BEACH,FLORIDA DRAWINGS ENGINEERING ORESPONSIBIL TAY SOOLELYSFORA HIE GTRUSS COMPONENT ACCEPTDE IGNANCE O SHOWN.ESTHONAL V .rj�R�(�P,t FAC. 1.00 SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �. ACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 1 PAGE 1 rate: 10/13/01 MANNING BUILDING SUPPLY LOG #: A0783 TRUSS DIVISION JOB V JACKSONVILLE alesman: JOHN FERGUSON Pitch: 8/12 ,Customer: BESTCON HOMES Job Name: '; Address: 2440 South Beach Parkway Address: LOT 14 HIDDEN PARADISE Jacksonville Bch, FL. 32250 Designer: BE Qty Span I O.Ht O.Hht Description ------------------------------------------------------------------------------- 1 14 ' 8" 1 ' 6" 116" Al 5 14 ' 7"8 116" 0 ' A2 „ 1 14' 7"8 1 ' 6" 0 ' A3 1 14 '7"8 1 ' 6" 0 ' A4 2/PLY 1 134” 1 ' 6" 116" B1 2 134" 116" 116" B2 3 13 ' 3"8 1 ' 6" 0 ' B3 1 22 ' 2" 0 ' 0 ' C2 4 21' 10"8 0 ' 0 ' C3 1 21' 10"8 0 ' 0 ' C4 1 22 ' 2" 0 ' 0 ' C1 1 25 ' 10"8 0 ' 0 ' C5 1 25 ' 10"8 1 ' 6" 0 ' C6 1 25 ' 10"8 1 ' 6" 0 ' C7 1 25 ' 10"8 1 ' 6" 0 ' C8 1 24 ' 5" 11 1 ' 6" 0 ' C9 im 1 22' 5" 11 1 ' 6" 0 ' C10 1 8' 8" 116" 1 ' 6" D1 3 8' 7"8 0 ' 0 ' D2 1 8 ' 7"8 0 ' 0 ' D3 1 8 '4" 0 ' 0 ' D4 1 8 ' 4" 0 ' 0 ' D5 1 8 ' 4" 0 ' 0 ' D6 1 20 ' 14" 14" El 6 20 ' 116" 1 ' 6" E2 1 20 ' 0 ' 0 ' E3 2/PLY X14 3 ' 4"8 1 ' 6" 0 ' E4 3 11111" 1 ' 6" 0 ' G2 1 11 ' 11" 116" 14" G1 1 11 ' 11" 116" 0 ' G3 1 11 ' 11" 1 ' 6" 0 ' G4 1 11 ' 11" 116" 0 ' G5 1 14' 1"8 0 ' 0 ' G6 2/PLY 1 16' 1" 1 ' 6" 0 ' H1 1 16 ' 1" 1 ' 6" 0 ' H2 1 16 ' 1" 1 ' 6" 0 ' H3 1 16' 1" 1 ' 6" 0 ' H4 1 14 ' 10"13 1 ' 6" 0 ' H5 1 12' 10" 13 1 ' 6" 0 ' H6 1 11' 3"8 1 ' 6" 0 ' H7 1 11 ' 3"8 116" 0 ' I1 1 11 ' 3"8 11611 0 ' I2 " 1 5 ' 9" 11 0 ' 0 ' PIGGY C1 1 614" 0 ' 0 ' PIGGY C2 5 61411 0 ' 0 ' PIGGY C3-C4 1 11 ' 10"8 0 ' 0 ' PIGGY C6 1 11 ' 10118 0 ' 0 ' PIGGY C7 1 11 ' 101t8 0 ' 0 ' PIGGY C8 1 10 ' 5" 11 0 ' 0 ' PIGGY C9 1 8 ' 5" 11 0 ' 0 ' PIGGY C10 6 1 ' 116" 0 ' 11CJ 3L, 3R 6 3 ' 1 ' 611 0 ' 3 ' CJ 3L, 3R 2 7 ' 0"2 2 ' 2"3 0 ' 5 'HJ I1 D45 4 5 ' 11611 0 ' 5 'CJ 1L, 1R, 2NC 1 9 ' 10" 13 2 ' 2" 3 0 ' 7 'HJ H1 6 7 ' 11611 0 ' 7 'EJ NC ** Hardware Roof ** '0033 A HUS26 1-ply Truss Hanger ------------------------------------------------------------------------------- 77 - Trusses 33 - # of Hardware 0 - # of I-Joist 12 - Piggy' s '" 25 - Jacks 0 - # of Beams 0 - # of Rim Board 114 - Total Trusses pp HARDWARE SCHEDULE REACTIONS PLATE OR TRUSS OR MARK PRODUCT CODE FLOOR ROOF UPLIFT HEADER JOIST NOTES A HUS26 2785 3325 1550 (14)16d (6)10dX1.5 TRUSS B HUS28 3380 3585 2000 (22)164 8)10dX1.5 TRUSS C HGUS28-2 6245 7810 2650 (36)16d (20)104X1.5 2 PLY TRUSS (n D SUUR 26 800 1000 765 (6)16d (6)10dX1.5 TRUSS uj E SKP268UR 1640 1800 655 (16)16d (4)10d TRUSS _ Q F SUL/R 210 1330 1660 1250 (16)16d (10)104X1.5 TRUSS = G THJA26 2190 2740 1340 (16)16d (5)10d+(7)10d HIP JACK Io ch H HJC28 2740 3425 1840 (20)16d (611 Od+ 8 10d HIP JACK 1 SKH410 UR 18601 2330 1275 (16)16d (10)16d SYS 42 o J THA422 3630 4145 1550 (22)16d (6)10dX1.5 SYS 42 Q K IUT312 1360 (14)10d (2)10dX1.5 I-JOIST a L MIT316 2400 (12)10dx1.5 (2)10dX1.5 1-JOIST Lu M SKH312L\R 2160 2500 1505 16164 1010dx1.5 WOIST N HU11 2185 2270 920 (22)16d (6)104X1.5 1 PLY LVL O HGUS48 5472 6840 5837 (36)16d (24)16d 2 PLY LVL P HGUS412 9535 11335 4780 (56)16d (36)16d 2 PLY LVL Pp Q TGHD412L 8512 10640 8755 56)16d (36)16d 2 PLY LVL R TGHD412R * 8512 10640 8755 (56)16d (.36)16d 2 PLY LVL S HUC4121F 6102 6801 3100 (56)164 (.36)16d 2 PLY LVL T HGUS5.25/12 9535 11335 4780 (56)16d (36)16d 3 PLY LVL U HGUS7.25l12 9535 96651 4780 (56)16d (36)16d 4 PLY LVL N a UL1 H16S NA NA 1600 10)104 2)10d TRUSS p UL2 H16-2 NA NA 1600 10 104 (2)1 Od 2 PLY TRUSS V UL3 MTS12 NA NA 1000 7)10d EA. SIDE NONE TRUSS z JUL4 HTS20 NA NA 1450 (.10)10d EA. SIDE NONE 2 PLY TRUSS O UL5 MGT NA NA 4200 (22)10d PLUS UL6,UL7 U F- UL6 PHD5 NA NA 4500 14 SDS1l4X3 ADD UL5 .� UL7 PHD2 NA NA 3285 10 SDS1l4X3 ADD UL5 HC 1HURRICANE TIE NA NA 455 (4)8d (4)8d H25 HURRICANE TIE INA NA 415 (5)8d (5)8d H8 1HURRICANE TIE INA INA 745 (5)104X1.5 5)84X1.5 NOTE: ALL UPLIFT CONNECTORS SHALL BE MARK"HC,H2.5,H8" UNLESS NOTED OTHERWISE. '� INDICATES SEMCO HARDWARE ALL OTHERS SIMPSON HARDWARE ' + Face Mount Hangers - Plated '[fuss Products 0 Fasteners Doug-fir larch/So.Pine Spruce-Pine-Fir Model Heel Allowable Loads Allowable Loads No. Height Carrying Carried Uplift Floor Snow Const Uplift Floor Snow I Const HUS26 with Reduced Heel Height Member Member (133) (100) (115) (125) (133) (100) (115)l (125) 9 31/2 6-16d 4-16d 1135 1265 1455 1580 925 1050 12101 1315 HUS26 31/2 10-16d 4-16d 1135 1800 2070 2245 1 925 1510 1735 1890 ,h 4%6 14-16d 6-16d 1550 2565 2950 3205 11390 2155 2480 2540 c.aac.., pppr p pppp�prp Model M1° Dimensions Fasteners hi Dimensions Heel GaNo. , pppppill W H B Carrying Carried p p Height Member Member rp�ppApp SINGLE 2x SIZES eppippjr LUS24 2% 1%6 3y 13/, 4-1 Od 2-10d ` t Yp rp oe POP LUS26 4y, 18 1/I6 4% 1/ 4-1 Od 4-1 Od a °° HUS26 4%6 16 1% 5y 3 14-16d 6-16d Typical HUS a ' moo 6 HGUS26 4y 12 1% 55/16 5 20-16d 8-16d Installation w �o o✓® with Reduced HGUS28 5y 12 1% 7X6 5 36-16d 10-16d fill LUS28 4X, 18 1 56 6% 1/ 6-1Od 4-1od Heel Height HUS28 6y 16 1% 7 3 22-16d 8-16d LUS210 4y, 18 1X6 7/16 1% 8-1 Od 4-1 Od HUS210 8% 16 1% 9 3 30-i6d 10-16d Doug Fir-Larch Allowable Loads Southern Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Model Avg Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const Uplift' Uplift' Floor Snow Const N°. Ult (133) (160) (1 0) (115) (125) (133) (160) (100) (115) (125) (133) (160) (100) (1 15) (125) JIM SINGLE 2x SIZES LUS24 3850 465 490 640 1 735 800 490 490 690 795 865 390 465 540 625 675 LUS26 5167 930 1115 830 955 1040 1010 1165 900 1035 1125 780 1 935 700 805 875 HUS26 10000 1550 1550 2565 2950 3205 1550 1550 2785 1 3200 3325 1390 1550 2155 2475 2540 am 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 13167 2000 2000 3585 3700 3775 2000 2000 3380 3505 3585 1855 2000 1 2580 26801 2745 p LUS210 7750 930 1115 1275 1470 15951 1010 1165 1380 1590 1725 780 935 1 1085 1 12451 1355 HUS210 18833 2845 3000 3775 3920 4020 3000 3000 3585 3745 3850 2320 2780 1 2745 1 28701 2955 Min. Dimensions Fasteners Doug fir-Larch/Southern Pine Spruce-Pine-Fir Model Heel Ga Avg Allowable Loads Allowable Loads No. Height yy H B Carrying Carried Ult Uplift' Uplift' Floor Snow Const Uplift, Uplift' Floor Snow Const Member Member (133) (160) (100) (115) (125) (133) (160) (100) (115) (125) DOUBLE 2x SIZES LUS24-2 2% 18 3y 3y 2 4-16d 2-16d 1 5303 565 565 765 880 960 465 555 640 735 800 LUS26-2 4% 18 3y 47% 2 4-16d 4-16d 6076 1140 1165 1000 1150 1250 925 1115 820 945 1025 HHUS26-2 4%6 14 3X, 5 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 1395 1550 2165 2490 2710 s HGUS26-2 4y 12 3X6 5%6 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 i LUS28-2 4%, 18 3y 7 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 HHUS28-2 6y 14 35/16 6�/ 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 t' HGUS28-2 5y 12 3%, 7X6 4 36-16d 10-16d 25180 2650 2650 6245 7185 7810 2330 2650 5335 6070 6150 5 LUS210-2 6'% 18 3y 9 2 8-16d 6-16d 10907 1550 1550 1765 2030 22101 1390 1550 1465 1680 1830 HHUS210-2 8% 14 3X,6 8% 3 30-16d 10-16d 1 22167 2855 30001 5190 5900 5go6l 2330 2795 4385 4795 4875 HGUS210-2 7y 12 35/1, 9X6 4 46-16d 12-16d 1 28333 3415 36-6-5-1 7890 8110 8225 2795 3355 6110 6260 6360 TRIPLE 2x SIZES HGUS26-3 4y 12 41/6 4y 4 20-16d 8-16d 14667 2000 2000 3755 4320 4695 1865 2000 3185 3660 3980 THGUS28-3 5% 12 4% 7y 4 36-16d 10-16d 25180 2650 2650 6245 7185 78101 2330 2650 5335 6135 6665 HGUS210-3 7X, 12 415(, 9Y, 4 46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7755 8430 HHUS210-3 8y 14 41X6 9 3 30-16d 10-16d 22167 2855 34301 5190 5900 5900 2330 2795 4385 5040 5480 QUADRUPLE 2x SIZES HHUS210-4 8y, 14 6y 8/ 3 30-16d 10-16d 22167 2855 34301 5190 59001 5900 2330 2795 4385 5040 5480 1 havebeenUplift s 4x SIZES increased 33% LUS46 4% 18 3% 43/, 2 4-16d 4-16d 6076 11401 1165 1000 1150 1250 925 1115 820 9451 1025 and 60%for HGUS46 43(6 12 3% 4X6 4 20-16d 8-16d 25180 22751 2735 3755 4320 4695 1865 2000 3185 3660 3980 earthquake or HHUS46 4% 14 3% 5y 3 14-16d 6-16d 14667 1550 1550 2580 2965 3225 13951550 2165 2490 2710 wind loading with no further LUS48 4% 18 3% 6% 2 6-16d 4-16d 7750 1140 1165 1265 1455 1585 925 1115 1050 1210 1315 increase allowed. HUS48 6y 14 3/6 7 2 6.16d 6-16d 11190 1550 1550 1505 1730 1865 1315 1550 1240 1425 1550 Reduce by 33% HHUS48 6y 14 3% 7 3 22-16d 8-16d 19850 2000 2000 3885 4465 4855 1860 2000 3275 3765 4095 and 60%for HGUS46 5'/16 12 3% 7X6 4 36-16d 10-16d 25180 2650 26501 6245 7185 7810 2330 2650 5335 6135 6665 normal loading LUS410 6Y, 18 3X6 8% 2 8-16d 6-16d 10906 1550 1550 1765 2030 2210 1390 1550 1465 1680 1830 as in cantilever construction. HHUS410 8% 14 3% 9 3 30-16d 10-16d 22167 2855 3430 5190 5900 5900 2330 2795 4385 5040 5480 HGUS410 7'1X6 12 3% 9 4 46-16d 12-16d 28333 3415 3665 7890 8665 8665 2795 3355 6745 7110 7210 HGUS412 91' 12 3% 10'/i6 4 56-16d 14-16d 350001 3985 4780 9365 10305 10440 3260 3910 71301 7305 7425 HGUS414 11X6 12 3% 127% 4 166-16d 16-16d 350001 4555 5000 10295 10525110680 3725 4470 7295 7500 7635 101 Lu H Q CL Q a z z W OH 00 � H a = �10' 22'2" -9'6' B'4" +—SO' 0 V m H Cl WARNING NOTE C2 L 1'4' _ -T v 1. DO NOT CUT OR ALTER TRUSSES, UNLESS m m in APPROVED BY TRUSS OFFICE v 2. VERIFY ALL SPANS AND AMOUNTS, AS in C31 TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT 3. T NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER N � c 4. APPROVED BY : APPROVAL DATE: DEL. DATE z tics JGI JOB: A0832 off e CUS: BESTCON INC. F- o LOT: #14 HIDDEN PARADISE IL H DESIGNER: BILL ELLEDGE o U N 7, W 0 0 N 03 m O Q 7 1 N < w W 1' 1" I TO FACE OF GiOER W 13'10" 3'9 1 " } O TO FACE OF A4 m O W 17'4" --- 5'8' 34' D J W J r B0• - z W H J U1 J W H 0 07 JOB NO: A07B3 PAGE NO: 1 OF 1 ._---- J (A0789- - Al ) 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, 21.19 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 S10030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS, SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -1.66 to 54 PLF at 0.00 TC From 144 PLF at 0.00 to 144 PLF at 14.67 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 54 PLF at 14.67 to 54 PLF at 16.33 BC From 4 PLF at -1.66 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 20 PLF at 0.00 to 20 PLF at 14.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 14.67 to 4 PLF at 16.33 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. DESIGNED BY THE BUILDING DESIGNER. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W4X4 W1.5X4 III T2 T3 W1.5X4 III 8 F- W 3 X 3 +11-3-1 W3X3% W5X7 (R) III -1 8 4-10-15 + W1.5X4 III W1.5X4 III 5.5 5.5 L - W4X8% W4X8o� + + +8-1-2 W4X16 W4X16 L<1-6-0 -I- 7-4-0 -� 1-6-0 3J I� 7-4-0 }E 7-4-0 J IE 14-8-0 Over 3 Supports R=585 U=520 W=3.5" R=1418 U=750 W=3.5" R=585 U=520 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/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- -34935 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 R�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHE "•"y/j_ T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. G(�t��•••�'• F **IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IN B C D L 1 0. P S F D R W HCUSR151 01284038 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE fOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �� 2704 :y B C L L 0.0 P S F H C-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i'� 7� SPECIFICATION PUBLISHED BY THE AME 0.ICAN FOREST AND PAPER AS 5OCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �F T 0 T.L D. 3 7.0 P S F S E Q N - 77937 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERt,Jr�t�i DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING REQ.+�� OUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSiBILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOI TAB[L ITV AND USE OF THIS IlauleSCrity,FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 �� SPACING SEE ABOVE Fl,Certificate of Authorization#567 ANSI/TPI 1-1999 SECTION 2. (A0789- A2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #1 Dense 100 MPH WIND, 21.19 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/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4= 8f- -l8 5-3-2 W 5 X 7(R) III —� 5.5 5.5 1 0-4-13 � �8-1-2 W2X4(A1) I�-- W2X4(A1) 1-6-0 3JL- 0-0-8 7-4-0 7-3-8LE 14-8-0 Over 2 Supports J 'I R=641 U=390 W=3.5" R=532 U=260 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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- -34936 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTTUTE, 583 D'ONOFRIO DR., SUITE 200, MADI50N, WI 53719), FOR SAFETY PRACTICES PRIOR TO RI PERE 0RMI NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 1 0 P CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/10/01 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 j`�/ �� BC DL 10.0 PSF DRW HCUSR151 01283100 PRODUCTS,ODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONI OR MANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTAI'ING AND ,�J} 2704 : B C L L 0,0 P S F HC-ENG M N M/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 S CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 1OF T 0 T.LD. 37.0 P S F S E Q N - 77941 EACH FACE OF TRUSS, AND ON LESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER e. DRAWINGS 160 A-Z. THE SERE ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I� 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 Haines City,FL 33844 I;OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FLCer[i6cateofAuthorization#567 ANS17TPI 1 1995 SECTION z. (AO789- - A3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5,0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. W5X12 ; W1.5X4 III W1.5X4 III 8 F— (A) 6-4-7 6-4-7 W6X6(R) III —� 5.5 5.5 1--- 8-1-2 W2X4(A1) W3X3� 1 6 0 J 0-0-8 X I, 9-0-0 _I_ 5-7-8 f 7-4-0 r 7-3-8 14-8-0 Over 2 Supports R=651 U=380 W=3.5" R=523 U=350 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34937 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE. 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO m� PERF DR MING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PRDPERLY ATTACHED RIGID CEILING. ••S'fl� —IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED s•• 01:� B C D L 10.0 P S F D R W HCIJSR151 01283101 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO p��704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND =* B C L L P S F H C E N G M N M/D R BRACING, OF TRUSSES. THIS DESIGN CONFORMS WITN APPLICA8LE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 'r�'''�OF •� CONNECT ARE MADE OF 20CA ASTM A653 GR 40 GAL Y. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO � T 0 T.L D. 37.0 P S F S E Q N - 77944 EAC FACE OF TRUSS, AND UNLESS OTHERNISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ••..<�O1110, D U R.FAC. 1.2 5 �FR M 8 E DRAWING, 160 A-Z. THE SEAL ON THIS DRAWING INDICATES OF OF PROFESSIONAL ENGINEERING "••••w•••� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS IS DESIGN SHOWM. THE SUITABILITY AND USE OF THIS Ines City,FL 33844 COMPONENT FDR ANY PARTICULAR BUILDING IS THE RESPONSI8ILITY OF THE BUILDING DESIGNER, PER O c t 1 Y SPACING 2 4 0" FLCertificateofAuthorizationN567 AN,17TPI 1 1995 SECTION 2. (A0789- - A4 2/PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required EEEEEE3:::� BOT CHORD 2x12 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 10" o.c. ------(LUMBER DUR.FAC.=1.00 J PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at -1.66 to 54 PLF at 14.63 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF at -1.66 to 4 PLF at 0.00 IN EACH ROW TO AVOID SPLITTING. BC From 20 PLF at 0.00 to 20 PLF at 14.63 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_g_nalls ON BC 1800 LB Conc. Load at 3.52 THE BOTTOM CHORD ONLY. - = 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT W 4 X 4 W3X3 LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC W3X5 @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ALL LOADS TO BE EVENLY DISTRIBUTED OVER ALL PLYS. 8 F- 7-7-2 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES W1.5X4 III AND LOCATIONS. W4X4(A1) �8-1- W5X5= W3X8 W1.5X4 III 11800# R=2045 U=940 W=3.5" ,Ilu' R=929 U=550 W=3.5" 1-6-0 0-0-8 10-10-0 I 3-9-8 J 14-8-0 Over 2 Supports PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-Z3/-/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--34938 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, M. 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHOftO SHALL HAVE PROPERLY ATTACHED •• TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. _IMP IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED J .Fi�r�F� B C D L 10.0 P S F D R W HCUSR151 01284039 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FDR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO J Q,42704 BUILD THE TRUSSES IN f.ONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L O.O P S F H C-E N G M N M/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 7 = CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 4 OF : T 0 T.L D. 3 7.0 P S F S E Q N - 78180 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �ti�O R�o" DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �fivok � 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 ` ASE 1Talnes City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER OC t "'y!� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - B1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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 S10030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -1.66 to 54 PLF at 0.00 TC From 144 PLF at 0.00 to 144 PLF at 13.33 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 54 PLF at 13.33 to 54 PLF at 15.00 BC From 4 PLF at -1.66 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 20 PLF at 0.00 to 20 PLF at 13.33 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 13.33 to 4 PLF at 15.00 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W4X4= + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W1.5X4 Ill W1.5X4 III 8 r— W3X3 �10-11-6 W3X3 � 8 4-5-9 + W1.5X4 III + ---I 5.5 W5X7(R) III 5.5 L— W4X8 + W1.5X4 III + +8-1-2 W4X16 W4X16 1-6-0 —I_ 6-8-0 �I 1-6-0 �J 6-8-0 ��E 6-8-0 _I rE 13-4-0 Over 3 Supports R=556 U=490 W=3.5" R=1258 U=680 W=3.5" R=556 U=490 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34939 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE ■�. INSTITUTE, 583 G'ONOFRIO DR., SUITE 200, MADISON, WI ING) , FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE iNDICATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •��. **IMPORTANT** FURNISH A COPY OF THIS DESIGN 70 THE IN57A LLA TI ON CON7q ACT OR. ALPINE ENGINEERED •: (P�� BC DL 10.0 PSF DRW HCUSR151 01283102 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR AN'Y DEV IAIIDN FROM THIS DESIGN; ANY FAILURE TO 4�7�4 BUILD THE TRUSSES IN CONFORMANCE WITH IPI: OR FABRICATING, HANDLING, SII i PPING, INSTALLING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * * BC LL O.O P S F HC-ENG M N M/D R SPECIE IC ATION PUBLISHED BY THE AMERICAN FORE S7 AND PAPER ASSOCIATION) AND TPI. ALPINE i A��F ? CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OFSf TOT.L D. 37.0 P S F S E O N - 77950 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER / Y,Q R%9"w D D R.FAC. 1.25 F R 0 M B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAM ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �'_(1 YNd Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS V �`E 1lallles City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t {•4 SPACING S E E ABOVE FL Certificate ofAuthorimtion#567 ANSIJTEI 1-1995 SECTION 2. (A0789- B2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 8 � 8 4-9-13 W5X7 (R) III —� 5.5 5.5 L— 8-1-2 W2X4(A1) W2X4(Al) 1-6-0 3;,.J L,-1-6-0 J 6-8-0E 6-8-0 �E 13-4-0 Over 2 Supports R=585 U=360 W=3.5" R=585 U=360 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C (-L 20.D P S F R E F R151- -34940 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE �. INSTITUTE. 583 D'ONOFR IO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE [NOICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (� ....... _1 IMPORTANT"* FURNISH A COPY OF THIS DESIGN TO THE 1NSTAILATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR151 01283103 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i 4�7� i A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITN TP1; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * s* B C L L O.O P S F HC-ENG M N M/D R 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 /�.�• CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO RF j T 0 T.L D. 37.0 PSF S E Q N - 77953 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS UESIGN, POSITION CONNECTORS PER OR � OUR.FAC. 1.25 F R 0 M B E DRAWINGS 160 A-2. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �_ 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 O c t A4 SPACING 2 4.O" FL Certificate ofAudmization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- B3 ) 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/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 8 F— —I 8 4-9-13 W5X7 (R) III —� 5.5 5.5 L- 0-4-13 .� ,h-8-1-2 W2X4(A1) W2X4(Al) L z 1-6-0 3J 0-0-8 1� I 6-8-0 6-7-8 _I LEE 13-4-0 Over 2 Supports J R=593 U=320 W=3.5" R=482 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/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--34941 BRACING. REFER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ON0 FRIO 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 10/10/01 STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �IF1 �► _IMP ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED • = BC DL 10.0 P S F D R W HCUSR151 01283104 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 1• •• ;� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANO O.47704 B C L L 0.0 P S F H C-ENG M N M/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 j CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GAL.V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TATE O TOT.L D. 37.0 P S F S E 0 N - 77959 DRAWL NGSEACH 16 16O TRUSS, ANDUNITE SEAL S ONTTHII THIS DRAWINGED INDICATES ADES CCE PTANCEDOFTION PROFESSIONAL R ENGINEERING PER 10 R,O 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 � flames C1ty,FL 33844 COMPONENT LOU ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIIDING DESIGNER, PER O c t IfA1.E S P A C I N G 2 4.0" FLCertificateofAuthorizationN567 ANS17TPI 1 1995 SECTION 2. _,I (A0789- - C2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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 :W5, W6, W7 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND 0.08" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (B) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 W3X5(R) III W3X5 W5 W7 (B} 8 r (B) 8-11-2 10-11-2 W3X6% W6 (A) 10-1 2 W3X5= W3X8 W5X7 W1 .5X4 III —I 5.5 �8-1-2 W3X6(AI) _ 15-10-0 _I, 6-4-0 �} 4-7-14 T 17-6-2 fE 22-2-0 Over 2 Supports _I 'I R=831 U=420 W=3.5" R=809 U=500 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.?.f3 FL/-/3/-/E/-/- Scale =.25" 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- -34942 BRACING. REFER TO BID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, 70P GH ORD SHALL NAVE PROPERLY ATTACHED ........ HE •ry_ /► TC DL 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. lTtp •••C` _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r` ��:� BC DL 10.0 P S F D R W HCIJSR151 01283105 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i ..42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ...1_ * B C L L 0.0 P S F N C-ENG M N M/D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 7C = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) ANU TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY, STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t� TOT.L D. 37.0 P S F S E O N - 77982 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER OR�Qlr D U R.FAC. 1.2 5 F R�MB DRAWINGS 160 A-7. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ..•....•'' A'Pine Engineered Products,Inc. RESPONSIBfL IT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITAB ILITY AND USE OF THIS ltaulC5 City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER O c t 1 S P A C I N G 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. - , (A0789- - C3 ) 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 :W5, W6, W7 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W4X4 W3X5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5 W5 W7 8 r (A) I (A) 1 8-11-2 10-11-2 W3X6 W6 (A) 10-1-2 W3X5= W3X8- Wl.5X4 III W5X7 —I 5.5 �8-1-2 W3X5(A1 IF 15-10-0 _I, 6-0-8 _I C 4-7-14 1 17-2-10 LE 21-10-8 Over 2 Supports R=820 U=290 W=3.5" R=798 U=470 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" 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--34943 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO J � PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �S�F'� "'•-�I�► T C D L 7.0 P S F DATE 10/10/01 STRUCTURAL PANELS, 8OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ((� �'� **IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.D PSF DRW HCUSRI51 01283106 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM TNIS DESIGN; ANY FAILURE TO = .4 704 BUILD THE TRUSSES IN f,ONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND .* _* B C L L 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PR OY ISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s t i� TOT.L D. 3 7.0 P S F S E O N - 77986 EACH FACE OF TRUSS, AND ONEESS OTHERWISE LOC ATE I) ON THIS DESIGN, POSITION CONNECTORS PER 'k :rf DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING .».+~ OUR.FAC. 1.25 FR0M B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `E Plaines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t S PAC/ I N G 24.0 " FL Certificate ofAutliorization#567 ANS I/TP1 1.1995 SECTION 2. PAC (A0789- - C4 ) 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 :W5, W6, W7 2x4 SP #2 N: RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W 4 X 4 W3X5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W3X5�i W5 W7 8 F— (A) I (A) 1 8-11-2 10-11-2 W3X6�i W6 (A) 10-1-2 W3X5= W3X8= W1.5 X 4 III W5X7 J 5.5 �}8-1-2 W3X5(A1) rr 15-10-0 _�, 6-0-8 4-7-14 T 17-2-10 E 21-10-8 Over 2 Supports R=820 U=290 W=3.5" R=798 U=470 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34944 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'01OFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F D A T E 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ••. 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 P S F D R W HCUSR151 OI283107 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO d 4204 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F —HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS Ut IS CONFORMS W11H APPLICABLE PROVISIONS OF NOS (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 ATE OF T 0 T.L D. 37.0 P S F S E Q N - 77993 EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •5� P,�f DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING -..O R��" 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 ` Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR 8HII.DING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, OF O c t A1. SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. a 11 ' (A0789- - Cl ) 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 :M6, M7, M8, M9, M10 2x4 SP #2 N: SEE DWGS S10015EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC TC From 144 PLF at -0.80 to 90 PLF at 21.37 @ 24.00" OC. TC From 0 PLF at 21.37 to 54 PLF at 21.37 BC From 20 PLF at -0.80 to 20 PLF at 21.37 SHIM ALL SUPPORTS TO SOLID BEARING. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 0 4 M7 M8 M9 M10 8 E— M6 8-11-2 10-11-2 WHIG 10-1-2 W5X5 9-1-3 0-0-4 —� 5.5 -T 1 2 L--2-7-8-3;-J 4-7-14 'i 16-4-5 ►_ 5-9-11 'I 17-6-2 'I fE 22-2-0 Over 3 Supports R=264 U=180 W=3.5" R=229 U=760 W=3.5" R=178 PLF U=48 PLF W=17-6-2 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" 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--34945 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 583 D-UNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M• T C D L 7.0 P S F DATE 10/10/01 PERFORMING THESE FUNCTIONS. UNLESS OiH ERI ISE [NO IC ATED, TOP CHORD SHALL HAVE PROPERLY ALL y'..y , STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ''�• "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED l �'� BC DL 10,0 PSF DRW HCUSR151 01283108 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING ANO i B C L L 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE l TM„'�� t 7� TOT.L D. 37.0 P S F S E A N - 78003 CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EX CEP7 AS NOTED. APPLY CONNECTORS iO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S�( l � DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •� A14iO 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 �. 4f Ha City,FL 33$QQ COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIIDING DESIGNER, PER O C tS PACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - C5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.25" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (B) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7% W1.5X4 III 143X5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7(R) 0� (A) 8 r— (B) 7-8-7 W5 W1.5X4 III 147 9-8-7 fA 10-1-2 W5X14 W5X7= 143X8- 141.5X4 IH � 5.5 11-5-4 -1 A8-1-2 WH8(Al) 14-0-0 _I, 11-10-8 �J 4-7-14 T 21-2-10 �— 25-10-8 Over 2 Supports J R=968 U=440 W=3.5" R=947 U=570 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" 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--34946 8RACING. 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 ,�'_� T C DL 7. P S F DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TIF1t;4�j.: ' *IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR151 01283109 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 42770$ : B C L L 0.0 P S F H C-ENG M N M/D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFI%ATION PUBLISHED BY TME AMERICAN F[[REST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS AflE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE OF T 0 T.L D. 37.0 P S F S E Q N - 78009 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Ih - DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING %X OR,Q D D R.FAC. 1.25 F ROM B E Alpine Engineered Products,Inc. RESPONS[BILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USF Of THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE REDSP10NSI81LITY OF THE BUILDING DESIGNER, PER OC t A` SPACING 24.0" FLCei'tifll'3teofAutboziz8tion#567 ANSI/TPI I-1995 SECTION 2. ' : " . I (A0789- - C6 ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 W5X7 W1.5X4 III W3X5 = FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W5X7(R) \\\ CATALOG FOR PROPER APPLICATIONS. W (A) (A) 7-8-7 8 1— W1.5X4 III W7 9-8-7 10-1-2 W5X14 : W5X7 = W3X8= W1.5X4 III J 5.5 �8-1-2 W3X6(Al) - 11-5-4 _I 1-6-0. I� 14-0-0 _I_ 1110-8 _I 4-7-14 T 21-2-10 �E 25-10-8 Over 2 Supports J R=1063 U=500 W=3.5" R=943 U=490 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 R 1 5 1--34947 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLI SNED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFR0 OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. T C D L 7.0 P S F DATE 1 0/1 0/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR OPERIY ATTACHED ��'jr � STRUCTURAL PANELS, BOTTOM CHORD SMALL HAY, A PROPERLY ATTACHED RIGID CEILING. W7 "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :V (�:� BC DL 10.0 PSF DRW HCUSR151 01283110 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEVIATION FROM THIS DESIGN; ANY FAILURE TO 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND _* BC LL 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS KITH APPLICABLE PR OV ISIUNS OF NDS (NATIONAL DESIGN , SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE . ATE OF d CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'Ly s.STOT.L D. 37.0 P S F S E Q N - 7 8027 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1.25 FR0M B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "'..•..•..•'� Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONF.NT DESIGN SHONN. THE SUITABILITY AND USE OF THIS �1 E 1-I91n,City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Q c t 1 i SPACING 2 4.0" FL Certificate of Authorization 4567 ANSI/TPI 1-1995 SECTION 2. (A0789- - C7 ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X7; Wl.5X4 III W3X5 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W5X7(R) W (A) (A) 1 7-8-7 8 I— W1.5X4 III W7 9-8-7 10-1-2 W5X14 = W5X7 = W3X8= 141.5X4 III ( 5.5 143X6(AI) 11-5-4 —1 1� b o I, 14-0-0 —I_ 11-10-8 �1 f 4-7-14 T 21-2-10 1 �F 25-10-8 Over 2 Supports J R=1063 U=500 W=3.5" R=943 U=490 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" Ft. *WARNING,** TRUSSES REO U IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151--34948 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 PSF DATE 10/10/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �. t' .•F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED j• 0 BC D L 10.0 P S F D R W HCUSR151 01283111 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO • 42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FA TCATING, HANDLING, SHIPPING, INSTALLING AND p ALPINE BRACING OF TNRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �F-� _ B C L L 0.0 P S F H C-ENG M N M J D R SPECIFICATIOPUBLISHED BY THE AMERICAN FOREST AND PAP Eft ASSOCIATION) AND TPI. ALPINE : ATE OF ;at CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO tV TOT.L D. 37.0 P S F S E A N - 78030 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER yti,(d,R'pP��4 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 E Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. . ' '1 1 (A0789- - C8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.22" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.11" DUE TO DEAD LOAD. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 W 5 X 7 W1.5X4 III W3X5 = FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 145X7 (R) p\ W (A) (A) 7-8-7 8 r W1.5X4 III w7 9-8-7 10-1-2 W5X14 = W5X7 = 143X8= W1.5X4 III ---I 5.5 �8-1-2 W3X6(Al) 11-5-4 1 (, 14-0-0 _1_ 11-10-8 _I (' 4-7-14 T 21-2-10 25-10-8 Over 2 Supports J R=1063 U=500 W=3.5" R=943 U=490 PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" 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--34949 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 T C D L 7.0 P S F DATE 1 0/1 0/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '��• _IMP IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :� B C D L 10.0 P S F D R W HCUSR151 01283112 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = Q ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 =.k B C L L O.0 P S F H C-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIE ICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S s f TOT.LD. 37.0 P S F S E A N - 78033 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER IQa••.yG RV v D U R FAC. 1.25 F R 0 M B E DRAWINGS 160 A-Z. THE SEAL ON THI5 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ((''�p y.�..•' Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Y A�E Hames Cot FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF IHE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FL Certificate ofAuthorizationN567 ANS /T 1-1995 SECTION 2. (A0789- - C9 ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.20" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.10" DUE TO DEAD LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 W5X7 W1.5X4 III W3X5= FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W5X5 1i CATALOG FOR PROPER APPLICATIONS. (A) W (A) 7-8-7 8 t— W1.5X4 III W7 9-8-7 10-1-2 W5X14 W3X5= W3X8= W1.5X4 III J 5.5 W3X6(Al) 1�o L;� 14-0-0 _I_ 10-5-11 �1 f 4-7-14 T 19-9-13 1 LE 24-5-11 Over 2 Supports R=1012 U=470 W=3.5" R=891 U=480 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.25" 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--34950 8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'0NOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FONCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/11/01 STRUC TORAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FI ..I►� '*IMPORTANT— FURNI SM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'7 PP B C D L 10.0 P S F D R W HCUSR151 01284040 PROD OCTS, 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 04 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN 1 1 B C L L 0.0 P S F H C-ENG M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO = STATE OF ? T 0 T.L D. 3 7.0 P S F S E Q N - 78049 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R�Q101. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /�,_�`OR 0 0 D U R.FAC. 1.25 FR0M 8 E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �'�(� �� flames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct Q�/rAN/ S P A C I N G 2 4.D" FL Certificate of AuthorizationN567 ANSI�TPI 1x996 SECTION 2. (A0769- - CIO ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W5, W7 2x4 SP #2 N: WIND BC DL = 5.0 PSF. CALCULATED HORIZONTAL DEFLECTION IS 0.18" DUE TO LIVE LOAD AND RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 0.09" DUE TO DEAD LOAD. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 W5X7 W1.5X4 III W3X5 = FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT W5X5/i CATALOG FOR PROPER APPLICATIONS. (A) 8 r W AW7 7-8-7 W1.5X4 IA 9-8-7 10-1-2 W5X14 : W3X5= W3X8= W1.5X4 III 5.5 W3X5(A1) 1 E 14-0-0 _1_ 8-5-_11 f 1 4-7-14 r 17-9-13 I fE 22-5-11 Over 2 Supports j R=938 U=440 W=3.5" R=816 U=450 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2'f3 FL/-/3/-/E/-/- Scale =.25" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC L L 20.0 P S F R E F R151--34951 =BRACING. REFER TO HIS 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M� INST I TOTE, 583 D'ON DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED Q� TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OP Eft LY ATTACHED RI G]U CEILING. •• ''7�'P `*IMPORTANT** FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED yi • {� B C D L 1 0.0 P S F D R W HCUSR151 01284001 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE 70 7 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7 •'Z 4 i* B C L L 0.0 P S F H C-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROY ISI ONS OF NO (NATIONAL DESIGN 7� _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TP1. ALPINE s ATE AF CC CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL. EXf.EPT AS NOTED. APPLY CONNECTORS TO •q� (�P `tw TOT.L D. 37.0 P S F S E Q N - 78053 EACH FACE OF TRUSS, AND UNLESS OTHERWISE t.OC AT EO ON THIS DESIGN, POSITION CONNECTORS PEA DRAWINGS 160 A-Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREINING •«..�• � 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 O c t 1 SPACING 2 4.0" FL Cenifil'3te of Authorization#567 ANSI)TPI 1-1995 SECTION 2. . (A0789- - D1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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. SPECIAL LOADS DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE TC From 144 PLF at 0.00 to 144 PLF at 8.67 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND TC From 54 PLF at 8.67 to 54 PLF at 10.33 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS BC From 4 PLF at -1.66 to 4 PLF at 0.00 LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE BC From 20 PLF at 0.00 to 20 PLF at 8.67 DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 8.67 to 4 PLF at 10.33 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. W3X5 W3U m% 8 � W3X3 9-10-9 8 2-10-15 —� 5.5 W3X5 + 5.5 + �8-1-2 W4X16 W4X16 I�1-6-03J 4-2-4 _I_1-6-03J —4-4-0 ��4-4-0LICE � — 8-8-0 Over 2 Supports R=145 PLF U=22 PLF W=8-8-0 R=346 U=1020 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■■ T C L L 20.0 P S F R E F R 1 5 1--34952 INSTITUTE, 583 D'DN OFR IO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ��' PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .•'�'•�'�•' TC D L 7.0 P S F DATE 1 0/1 1/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • �r•p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED t 4 �S� BC OL 10.0 P S F D R W HCUSR151 01284002 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV IATiON FROM THIS DESIGN; ANY FAILURE TO 4 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * B C L L 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �•� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL TAI c OF CONNECTORS ARE MADE OF 20CA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO •fi ,{ T 0 T.L D. 3 7.0 P S F S E Q N - 78074 EACH FAf,E OF TRUSS, AND UNLESS OTHERNIBR LOCATED UN THIS DESIGN, POSITION CONNECTORS PER D U R FAC. 1.2 5 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING ''•• •'�• Alpine Engineered Products,Inc. RESPONSIBLE[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS l�E 1lalnes City, l- 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D C t 1 A SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - D2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 of-18 3-3-2 —J 5.5 W5X7(R) III 0-4-13 5.5 L— W2X4(A1) W2X4(Al) 0-0-8 —4-4-0 1F 4-3-8 -- 8-8-0 Over 2 Supports R=321 U=180 W=3.5" R=317 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 --3 4 9 5 3 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE I NS7]TOTE. 583 D-UNOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO .•••s. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL. HAVE PROPERLY ATTACHED X '7iL T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, (_(�p'�T1FlG�•••• /► _IMPORTANT' FURNISH A COPY OF THIS DESIGN 70 THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ()" ��PP� B C D L 10.0 P S F D R W HCUSR151 01284003 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ��270¢ BUILD THE TRUSSES IN CONFORMANCE WITH TPi: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 1 =1 B C L L O. P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CU NFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY 7HE AMERICAN PUREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF TOT.L D. 37.0 P S F S E A N - 78069 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER O R'A� `� DRAWINGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '�y VV�_.(�r O U R.F A C. 1.25 F R 0 M B E Alpine Engineered Products,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS TlalliES City,FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FL Certificate ofAutllorlZation#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - D3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. LEFT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. W3X3= Wl.5X4 III W3X3 ri 4-4-7 4-4-7 W6X6 —J 5.5 5.5 L_ 0-2-4 � �8-1-2 W1.5X4 III W1.5X4 III 4-3-8 4-4-0 —8-7-8 Over 2 Supports R=319 U=220 W=3" R=301 U=180 W=3" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" 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 R151--34954 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 AL PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC D L 7.0 P S F DATE 10 /11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 5F�Cy4�.F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �► �� BC DL 10.0 P S F D R W HCUSR151 01284004 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO t ••IVT„� A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND J 42 V7 BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN �' * BC LL 0.0 P S F HC-ENG M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE w f CONNECTORS ARE MADE OF 2ODA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ' OF T 0 T.L D. 37.0 P S F S E Q N - 78081 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER R' i D U R.FAC. 1.25 F R 0 M B E DRAWINGS 160 AZ. THE SEAL UN THIS DRAW I RAWI N6 INDICATES ACCEPTANCE Uf Pft OFE SSION AL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS �wlO FIa111es C1ty,FL 33844 CDMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ALE FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. Oct SPACING 24.0 ' (A0789- D4 ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE W3X3= W1.5X4 III W3X3= LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. LJ U LJ 5-8-7 5-6-13 W6X6 5.5 5.5 1 8-2-12 1, 8-1-2 W1.5X4 III W1.5X4 III 4-3-8 4-0-8 —8-4-0 Over 2 Supports—� R=308 U=180 W=3" R=308 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. '*WARNINC— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151-34955 BRACING. REFER TO DID 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 TC DL 7.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •'FI•• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••�,.� _1 IMPORTANT.. FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :� BC DL 10,0 P S F D R W HCUSR151 01284005 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO O•�a70� BUILD THE TRUSSES IN CUNFOft MA NCE WITH TPI; OR FARR LCAT ING, HANDLING, SHIPPING, INST Al1ING AND ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN * _* B C L L 0.0 P S F HC-ENG M N M/D R SPECIFICATION PUBLISHED BV THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINEz i %STAB OF CONNECTORS ARE MADE OF [OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :A J T O T.L D. 3 7.0 P S F S E A N - 7 8 0 8 9 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��/// DRAWINGS lE0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGR 0� �� 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 AI.E 11all1-s City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. (A0789- 05 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W3X3= W1.5X4 III W3X3 NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 7-0-7 6-10-14 W6X6 —� 5.5 5.5 L_ 8-2-12 8-1-2 W1.5X4 III W1.5X4 ul 4-3-8 4-0-8 --8-4-0 Over 2 Supports R=308 U=180 W=3" R=308 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 R 1 5 1--34956 BRACING, REFER TO BID 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 IND IC AT E0' TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TIFI••••••. "IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR151 01284006 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TP OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND •44704 B(, L L 0.0 P S F H C-ENG M N M/D R ALPINE BRACING OF TRUSSES HIS DESIGN CONFORMS HIT" APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OF T 0 T.L D. 37.0 P S F S E O N - 78078 EACH FACE OF TRUSS, AND ON OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •'L j�O R,Opf DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��// OUR.FAC, 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR 7NE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS •{•'E• � Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t �1•` SPACING 2 4.t)" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - D6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 16.46 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. END VERTICALS NOT EXPOSED TO WIND PRESSURE. (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. W3X3= W1.5X4 III W3X3 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. PROVIDE FOR COMPLETE DRAINAGE OF ROOF. 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. 8-4-7 (A) 8-2 13 W6X6 5.5 5.5 1 8-2-12 8-1-2 W1.5X4 III W1.5X4 III 4-3-8 4-0-8 8-4-0 Over 2 Supports R=308 U=180 W=3" R=308 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34957 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED DY TPI (TRUSS PLATE M• w INSTITUTE, 583 D'ONOFR10 DR., SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO �n /•��w_-// TC DL 7.0 P S F DATE 1O 11 01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •"�� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �' S r•�(� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� g C D L 10.0 P S F D R W HCUSR151 01284007 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND / BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN __ B C L L 0.0 P PSF H C--ENG G M N M D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STA OF CONNECTORS ARE MADE OF 20GA ASTM A653 6840 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S //:�� TOT.L D. 37.0 P S F S E O N - 78097 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERY RwM� w D U R.FAC. 1.2 5 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS �{E Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t 1 F SPACING 2 4•0" FLCertificateofAuthonzation#567 ANS IITP 1 1-1995 seCTIO 2. (A0789- - E1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 SEE DWGS S10030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -1.66 to 54 PLF at 0.00 TC From 144 PLF at 0.00 to 144 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 21.66 BC From 4 PLF at -1.66 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 20,00 BC From 4 PLF at 20.00 to 4 PLF at 21.66 W4X4 a � 8 6-8-4 ti W3X3 W 3 X 3 W3X5 W3X5 n n IBI 181 IBI IBI 101 8-1-2 W3X5 = W3X5 L�j-6-0:::.j L�1-6-0,j I 10-0-0 I 10-0-0 —1 fE 20-0-0 Over Continuous Support j R=173 PLF U=97 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 - E - - Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL IL 20.0 P S F R E F R 1 5 1- -3 4 958 BRACING. REFER TO HIB 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE 7 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INO%ATEO, TOP CHORD SHALL HAVE PROPERLY ATTACHED �• TC DL 7.0 P S F DATE 10/11/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. t�•• ••- VVV BC DL lO,O PSF DRW HCUSR151 01284008 **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 (�•�� PRODUCTS, INC. SHALL N0T 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 BC LL 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN t SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE C,O N N E C,TORS ARE MADE OF 20GA ASTM A653 GR40 GAI V. STEEL, EXCEPT AS NOTED. APPLY C.O NNECTORS TO SS P� TOT.L D. 3 7.0 P S F S E Q N - 78102 EACH FACE OF ILUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING , �• 1,-00W ' 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 `e_Y9A FlallleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O c t �� SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. a (A0789- - E2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x6 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC OL = 5.0 PSF. WEBS 2x4 SP #3 :W2, W3 2x4 SP #2 N: DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.66 to 54 PLF at 21.66 BC From 4 PLF at -1.66 to 4 PLF at 0.00 BC From 20 PLF at 0.00 to 20 PLF at 4.68 BC From 70 PLF at 4.68 to 70 PLF at 15.32 BC From 20 PLF at 15.32 to 20 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.66 W4X4 W1.5X4 III W1.5X4 III s � W3 8 7-0 7 W2 8-1-2 W3X5(A1) W3X5= W3X5= W3X5(Al) L�_1-6-0:::.j �_1-6-0� I 10-0-0 I 10-0-0 J fE 20-0-0 Over 2 Supports j R=1098 U=620 W=3.5" R=1098 U=620 W=3,5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2-f3 FL 3 E - Scale =.3125" Ft. *WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R151- -34959 *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 M. PERfORM NG THESE EUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �:` ��' TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM ON SHALL HAVE A PROPERLY ATTACHED RIGID Cf ILING. s' �•: **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED .G � BC OL 10.0 P S F D R W HCUSR151 01284009 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Lq'��4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, IN Si ALL Ll AND S *;^ B C L L 0.0 P S F HC-ENG M N M/D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANU TPI. ALPINE f,UNNEC TARS AR MADE OF 2060. ASTM 0.653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S. F t TOT.L D 3 7.0 P S F S E A N - 78105 EACH FACE OF TRUSS. AND UNLESS N THI [SE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ORt E O U R.FAC. 1.25 F R 0 M B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING E f1II1in ErigipCCC�Pi'OdUCLS,L1C. RE SpONSTBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY ANO USE OF THIS TTH111CS CII}',FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct SPACING SEE ABOVE FL Certificate axii1107iZation/567 ANSI/TPI 1-1995 SECTION 2. (A0789- - E3 2/PLY ) FHIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required BOT CHORD 2x12 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310.0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 5" o.c. ------(LUMBER DUR.FAC,=1.00 / PLATE DUR.FAC.=1.00) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 20.00 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 20.00 IN EACH ROW TO AVOID SPLITTING. BC 2049 LB Conc. Load at 3.38 (1) 1/2"_bolts MAY BE USED FOR (2) 0.1310.0_g_nails ON BC 456 LB Conc. Load at 5.52, 7.52, 9.52, 11.52, 13.52 THE BOTTOM CHORD ONLY. 15.52, 17.52, 19.52 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 100 MPH WIND, 15.00 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, W4X4(R) III WIND BC DL = 5.0 PSF. THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES AND LOCATIONS AS SHOWN ("SPECIAL LOADS".) TRUSS ENGINEER & FABRICATOR ARE NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. WH6 ii W3X6 8 (— —I8 7-0-7 0] M s12 W5X9 III W1OX10 = W5X9 111 W5X5(Al) = W5X5(A1) 12049# W5X7 I 10-0-0 I 10-0-0 �1 IE 20-0-0 Over 2 Supports j R=3814 U=1680 W=3.5" R=3363 U=1490 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2fFL 3 E Scale =.375" Ft. *WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R EF R151- -34960 *8RACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TEL (TRUSS PLATE M. /� INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR TO I�ji/-y�/ TC DL 7.0 P S F D A T E 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CH00.D SHALL HAVE PROPERLY ATTACHED �R.�7•-•• STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �AA **IMPORTANT** FURNISH A COPY OF THIS DE SI6N TO THE INSTALLATION CONTR AC70R. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01284043 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �-'�1 �'� B C L L 0.0 P S F HC- -NG M N M/D R ALPINE BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =7� SPECIFICATION PUBLISHED 8Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO Sy T 0 T.L D. 37.0 P S F S E A N - 78183 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ~°��R1'Cp.>��kr D D R FAC. 1.25 FROM B E DRAM NGS 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF IN OFE"IONAL ENGINEERING �•....s+••� Alpine Engineered Products,Inc. RE SPUNS IB ILI TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS L Haines CAY,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Q c t 1 SPACING S E E ABOVE FL Certificate ofAuthorizati n#567 ANSI/TNI 1-1995 SECTION 2. (A0789- - E4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. 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. W1.5X4 III 8 F- I T T 2-7-7 2 7-7 ni LA W1.5X4 III W2X4(Al) L<1-6-0 3J f.4-8 Over 2 Supports�f R=261 U=180 W=3.5" 1 R=81 U=180 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" 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 R151- -34961 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ]NSTITUTE, 583 D'ONOFR IO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED //M��, T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. I04%.C' _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �:� BC DL 10.O PSF DRW HCUSR151 01284011 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR LAHRICAIING, HANDLING, SHIPPING, INSTALLING AND .r2 �.* B C L L 0.0 P S F H C-ENG M N M/D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CO NF Oft MS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN a 7� w/�r� _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF Q• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ss LLTOT.L D. 37.0 P S F S E O N - 78108 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 4 O Rift DRAWINGS IED 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 SNOWN. THE SBITABILITY AND USE OF i'IS Hautes City,F1 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t S P A C I N G 24.0" Ff,Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. '' ' '- (A0789- G2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 8 8 4-4-2 W5X7(R) III —1 5.5 5.5 1 17-7-0 W2X4(A1) W2X4(A1) I-6-0 3J 5-11-8 5-11-8 �E 11-11-0 Over 2 Supports J R=541 U=350 W=3.5" R=432 U=210 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" 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 R151--34962 *BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE IN 583 D" NOFRIO DR., SUITE 200, MADISON, WI 53719). FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •�/t�q� /� T C D L 7.0 P S F D A T E 10 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROP Eft LY ATTACHED RIGID CEILING. :`•• 'Fl •� `Ip BC DL lO.O PSF DRW HCUSR151 01284012 **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 d�4 T�4 •� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; Oft FABRICATING, HANDLING. SHIPPING, INSTALLING AND :1 B C L L 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN 7� SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE TATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T O T.LD. 37.0 P S F S E A N - 78111 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED GN THIS DESIGN, POSITION CONNECTORS PER •�'�. OR-10.P OUR.FAC. 1.25 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS 1laules City,FL 33844 COMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FL Certificate of Authorization#567 ANS I/TP1 1-1995 SE CTIOn 2. (AO789- - G1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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 S10030EN0699 & GBLLETIN0699 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TC From 54 PLF at -1.66 to 54 PLF at 0.00 TC From 144 PLF at 0.00 to 144 PLF at 11.92 SHIM ALL SUPPORTS TO SOLID BEARING. TC From 54 PLF at 11.92 to 54 PLF at 13.58 BC From 4 PLF at -1.66 to 4 PLF at 0.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE BC From 20 PLF at 0.00 to 20 PLF at 11.92 ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND BC From 4 PLF at 11.92 to 4 PLF at 13.58 SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. W4X4= BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS, W3X3% 8 W3X3 +20-1-6 8 3-11-15 + W5X7(R) III + —J 5.5 5.5 L + W3X5% W 3 X 5 + 17-7-0 W4X16 S W4X16 1-6-0 _I— 5 11 8 —I LE 1-6-o .l 5 11 8E 5-11-8 11-11-0 Over 3 Supports -J R=451 U=460 W=3.5" R=1235 U=600 W=3.5" R=451 U=460 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 O.O P S F R E F R151--34963 BRACING. REFER 1%11H-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 DNOFRI0 DR., SUITE 200, MADISON, WI 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 10/11/Ol STRUCTURAL PANELS, BOTTOM ON SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. v **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �r• BC DL 10.0 P S F D R W HCUSR151 01284013 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO i•• �� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND , 04 • BC LL 0.0 P S F HC-ENG M N M/D R A L P I N E 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 r CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE OF l TOT.L O. 3 7.0 P S F S E O N - 78116 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A 7. THE SEAL ON THIS DRAWSNG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING '•.PQM ... �► OUR.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITAD ILITY AND USE OF THIS ~"•�•^M Il81neS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BII I LSING DESIGNER, PERC t SPACING SEE E A ABo O Y E FL Certificate ofAnthori78tion#567 ANSI/TPI 11995 SECTION 2. J (A0789- - G3 } THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC OL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. (A) 1x4 "T" BRACE. 80% LENGTH OF WEB MEMBER. SAME SPECIES & RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. GRADE OR BETTER. ATTACH WITH 8d NAILS @ 6" OC. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. W 5 X 7; W1.5X4 III 8 (� (A) W5X5 = 4-4-7 4-4-7 —J 5.5 5.5 L- 17-7-0 W2X4(A1) W 3 X 5 1-6-0 3J I- 6-0-0 I� 5-11-0 I 5 11 8 T 5-11-8 IE 11-11-0 Over 2 Supports J R=552 U=320 W=3.5" R=421 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REDO IRE EXTREME CARE IN FABRICATION, HANCE ING. SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1- -34964 BRACING. REFER TO DID 91U (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PHIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SNA LL HAVE A PROPERLY ATTACHED RIGID CEILING. • T��'i��.F **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 10.0 P S F D R W HCUSR151 01284014 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO f N 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS W[TH APPL ICADLE PROVISIONS OF NDS AT 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 t T 0 T.L D. 3 7.0 PSF S EON - 78119 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �.,., J* DRAWINGS 360 A-Z. THE SEAL ON TNIS DRAWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING • -^wORl.°.`�, D U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Inc. RE;PDN SIB ILITY SOLELY FOR TME TRUSS f.OMPONENT DESIGN SNOWN. NE SUITABILITY AND USE OF THiS ` 11allleS City,FL 33$44 COMPONENT FOR So PARTICULAR BUILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C1; Y SPACING 2 4 FL Certificate OfAuthorizatlOn#567 ANSI/TPI 11995 SECTION 2. (A0783F- F3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. -6-3 -� 24 6-6-3 J 15, Typ,. �—� W3X3 W3X6= W3X3= W3X3- W1.5X4 III W1.5X4 III W3X3= W3X6 T 101-4-0 >S 11 �1 1,5�� 8-1-2 W2X4 III W3X5= W3X3= W3X3= W3X3= W3X3= W3X5 = W2X4 III fE 15-0-6 Over 2 Supports R=827 R=827 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--35458 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISDN, WI 53719). FOR SAFETY PRACTICES PRIOR TO AI T C D L 1 0 0 P S F DATE 1 0/1 1/O l PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .'fib STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. a•..��•F _IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 8C DL 5.D PSF DRW HCUSR151 01284045 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO �� BUILD THE TRUSSES iN CONFORMANCE WITH TP[; OR FABRICATING, HANDLING, SHIPPING. INSTALL INC, AND B C L L O,O P S F H C-ENG MRM/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOr1ATIIIN) AND l'PI. ALPINE •�^ j _ CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO L F TOT.L D. 55.0 P S F S E Q N 77878 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PERS J} DRAWINGS 160 A-Z. THE SEAT. ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING VVVVj�� ORio;; D U R.FAC. 1.00 F R 0 M B E Alpine Engineered Products,ICIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �`� c Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t � �i SPACING 2 4.D" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0783F- - F4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. HANGER = SIMPSON THA422 FILL ALL NAIL HOLES. RECOMMENDED CONNECTION BASED ON MANUFACTURER TESTED CAPACITIES AND NAIL CALCULATIONS FOR SOUTHERN PINE LUMBER. CONDITIONS MAY EXIST THAT REQUIRE DIFFERENT CONNECTIONS THAN INDICATED. REFER TO HANGER MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS AND ADDITIONAL INFORMATION. 24" -5-6-3 4 � 5 6 15" Ty p,. , W3X5= W3X3= W3X3= W3X3= W3X3= W3X5= 1T0 ITB +8-1-2 X4 III W3X5- W3X3= W1.5X4 III W1.5X4 III W3X5= W2X4 III W3X3 fE 13-0-6 Over 2 Supports J R=717 R=717 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 QTY:1 FL 3 E - Scale =.375 Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 Q•Q P S F R E F R151-35459 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SB3 0'(IN OFR IO DR., SUITE 200, MADISON, WI 53729), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CNOftO SHALL HAVE PROPERLY ATTACHED TC DL 10.0 P S F DATE 10/11/01 STRUTURAL PANELS, BOTTOM CHORD SHALL HAVE APR DPER LY ATTACHED RIGID CEILING. ��• _IMP ORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED {�:� B C D L 5.0 P S F O R W HCUSRI51 01284046 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FR THIS DESIGN; ANY FAILURE TO 4�''s�LV[.4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPTNG, INSTALLING AND R * B C L L Q O P S F H C-ENG MRM/DR ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OY ISI ON OF NDS (NATIONAL DESIGN , 777111 i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • AT'F OP CONNECTORS ARE MADE OF ?OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO S P,{<y TOT.L D. 55.0 P S F S E Q N 77881 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER • ��OF00 D U R.FAC. 1.O O FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS OR AWING INDICATES ACCEPTANCE OE PROFESSIONAL ENGINEERING �ti•w��N Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS E Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR a01 TO IN IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER 0 C t SPACING 24.Q!, FL Certificate of Authorization#567 ANSI/TPI 1.1995 SECTION 2. (A0789- - G4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE W5X7 = W1.5X4 III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 5-8-7 5-8-7 W5X5 —� 5.5 5.5 L- 17-7-0 W3X3 a W2 X4(Al) 1-6-0 3J 8-0-0 _I_ 3-11-0 5-11-8 T 5-11-8 11-11-0 Over 2 Supports R=552 U=300 W=3.5" R=421 U=280 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.20 FL/-/3/-/E/-/- Scale =.375" 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--3 4 9 6 5 BRACING. REFER TO HIB91 (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 T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED t(�" r6(\:� B C D L 10.0 P S F D R W HCIJSR151 01284015 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IATION FROM THIS DESIGN; ANY FAILURE TO �L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND ' ~ �'4�705 ' B C L L 0 P S F HC-ENG M N M/D R 7ALPINE 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 � . V= : TOT.L D. 3 7.0 P S F S E Q N - 78122 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. SI'E EL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER D U R.FAC. 1.2 5 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING •�40�`O� A]Pine Engineered Products,InC. RESPONSIBILITY SOLELY fOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Oct �`� Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER SPACING 2 4.0" FLCertificate ofAuthorzationk567 ANSI/TPI 1-1995 SECTION 2. (A0789- - G5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. W5X5 = W1.5X4 III NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 III 8 (- 7 0 7 7-0-7 W6X6 —J 5.5 5.5 L- 17-7-0 W3X5 W2X4(A1) L<1-6-0 J 10-0-0 –1-1-11 0 _I 5-11-8 T 5-11-8 fE 11-11-0 Over 2 Supports R=552 U=270 W=3.5" R=421 U=320 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" 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--3 4 9 6 6 BRACING. REFER TO HIM 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. PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F D A T E 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PR OP Eft LY ATTACHED RIGID CEILING. '��FI(;9 �► "IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f4• �'tCi� BC DL 16.0 PSF DRW HCUSR151 01284016 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; DR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 42704 B C L L 0.0 P S F H C-ENG M N M/D R BARGING OF TRUSSES. THIS DESIGN CONFORMS WITH APPI IC AB LE PROVISIONS Of NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE _ CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF jr TOT.L D 37.0 P S F S E 0 N - 78126 LACR FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Pr DRAWINGS 16 A-Z. 7HE SEAL ON THIS Oft AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �Q R1Q P O U R.FAC. 1.2 5 FROM B E Alpine Engineered Products,Llc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS IT City,FL 33844 C011PONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t ��`� SPACING 2 4.0" FL Certificate of Authorization#567 ANS17TPI 11995 SECTION 2. (A0789- - G6 2/PLY ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 2 Complete Trusses Required � BOT CHORD 2x8 SP #2 N WEBS 2x4 SP #3 NAILING SCHEDULE: (0.1310,0_g_nails) TOP CHORD: 1 ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 1 ROW @ 6" o.c. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) WEBS : 1 ROW @ 4" o.c. TC From 54 PLF at 0.00 to 54 PLF at 14.13 USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 20 PLF at 0.00 to 20 PLF at 14.13 IN EACH ROW TO AVOID SPLITTING. BC 1293 LB Conc. Load at 7.06 (1) 1/2"—bolts MAY BE USED FOR (2) 0.1310.0_9_nails ON BC 421 LB Conc. Load at 8.06, 10.06 THE BOTTOM CHORD ONLY. BC 578 LB Conc. Load at 9.06, 11.06, 13.06 = 100 MPH WIND, 21.63 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT W4X4 LOCATED WITHIN 4.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, —� 8 WIND BC DL = 5.0 PSF. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. W4X4 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. ALL LOADS TO BE EVENLY DISTRIBUTED OVER ALL PLYS. W H 5 i Sf 7-8-11 5-7-15 17-7-0 W3X6 III W5X7= W4X4(A1) = 1293# W2X4III 11-0-5 _I_ 3-1-3 —1 14-1-8 Over 2 Supports R=1886 U=920 W=3.5" R=3028 U=1660 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL /-/3/-/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--34967 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY IF (TRUSS PLATE INSTITUTE, 583 O'ONDFRI1 DR., SUITE 200. MADISON, W1 53719). FOR SAFETY PRACTICES PRIOR TO PER FORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. .• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED X. BC DL 10,0 PSF DRW HCUSR151 01284041 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .SYJ {�t� BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND I .42704 BC LL 0.0 P S F H C-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN :1 SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALL syr. 7� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO j�1.0 OF ` T 0 T.LO. 37.0 P S F S E Q N - 78156 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER OR14P•'�►' D U R•FAC i.2 5 FROM B E DRAWINGS It, A-Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANLE OF PROFESSIONAL ENGINEERING AIpinC aEngsincered FCOdnCt9,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Of SIGN SHOWN. THE SUITABILITY AND USE OF THIS r...•..�' IlalneS City,FL 33844 COMPONENT FUR ANY PARTICULAR 8UILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct t SPACING 2 4.0" FL Certificate of Authorization#567 ANSIITPI 11995 SECTION 2. (AO789- - H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #1 Dense ANYWHERE IN ROOF, WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. WEBS 2x4 SP #3 RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC @ 24.00" OC. #1 HIP SUPPORTS 7-0-0 JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE W 0 4 W3X5= W1.5X4 III LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 F- 5-0-7 5-0-7 17-7-0 W3X5= W3X3 = W3X5(A1) L<1-6-0 I 7-0-0 ► 9-1-0 J 16-1-0 Over 2 Supports R=1171 U=630 W=3.5" R=1293 U=710 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 2 0.0 P S F R E F R151--34968 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONDFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERfORM NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �•��` T C D L 7.0 P S F DATE 10/11/Ol STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FPI :� .*IMPORTANT•* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEEREO S V (�:�r B C D L 1 0.0 P S F D R W HCUSR151 01284042 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE T(1 .4 704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND '* B C L L 0.0 P S F HC-ENG M N M/D R 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 A OFC CONNECTORS ARE MADE OF ZOGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s�. T 0 T.L D. 37.0 PSF S E Q N - 77910 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �O110. p U R FAC. 1.2 5 FROM B E URAWIN6S 150 A-Z. THE SEAL ON TH75 DRAW}N6 1ND3CA7 IS ACCEPTANCE OF PR OF NO ENGINEERING .w.+�� Alpine Engineered Products,IIIC. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OF.SIGN SHOWN. HE SUITABILITY AND USE OF THIS A� ` I-I8ll1CS City,FL 33844 COMPONENT FOR ANY PARTICULAR BU ILOING IS THE ftE SPONS IBILITY OF THE BU[LOING OE SIGNER, PER Oct SPACING S E E ABOVE FL Certificate of Authorization#567 ANS17TPI 1-1995 SECTION 2. (A0789- - H2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 :W3 2x4 SP #2 N: WIND BC OL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: W4X4; W3X3 SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W 1.5 X 4 8 F- 6-4-7 6-4-7 W3 LA 17-7-0 W3X8= W1.5X4 III W2X4(A1) L.,1-6-0 J 9-0-0 I 7-1-0 �1 16-1-0 Over 2 Supports j R=704 U=370 W=3.5" R=578 U=360 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" 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 R151-34969 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 T C D L 7.0 P S F D A T E 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL NAVE PROPERLY ATTACHED - �Q STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. rR C� BC DL 10.0 PSF DRW HCUSR151 01284018 _IMP IMPORTANT`* FURNISH A COPY OF TH15 DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ' ��:If� PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ;V BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND r L C 04 B C L L 0.0 P S F HC-ENG M N M/D R ALPINE BRAf.ING OF TRUSSES. THIS 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 TOGA N LEASTM A653 GR40 GAt.V. STEEL, EXCEPT AS NOTED. APPLY NNECTCONNECTORS TO STATE OF TOT.L D. 3 7.0 P S F S E O N 78129 DR AWIPER NGSEACH E160 AR2 SS, AT HHE USE AL SON OTHER S I DR AWIHNG TI ND IOC ATESSES IACCE PT ANCEOOF TPROFE H551GN ALHRENGINEER]N6 1'y�Q RSO"� OUR.FAC. 1.25 FROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS rN�rur� Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER C t SPACING 2 4.O" FL Certificate of Authorization0567 ANSI/TPI 1 1995 SECTION 2. (A0789- - H3 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN NGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #1 Dense LOCATED WITHIN 8.50 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: W4X4 W3X3 SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. W1.5X4 8 7-8-7 7-8-7 W3 17-7-0 W3X8= W1.5X4 III W2X4(A1) L,1-6-0,j L 11-0-0 I 5-1-0 _I IE 16-1-0 Over 2 Supports R=704 U=350 W=3.5" R=578 U=390 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E Scale =.3125" Ft. 'WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C (-L 2 0.0 P S F R E F R151-34970 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND HHACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 O'ONOFRIO DR.. SUITE 200, MADISON, W1 53719), FOR SAFETY PRACTICES PRIOR TO PERFORM[NG THESE FUNCT[G N'S. tlNLESS O7HERNISE INOIC ATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �":�'�' �� w TC DL 7.O P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 2� s••�_:yP *`IMPOR TANTS' Fllfl NISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEENED r (�� BC DL 10.0 P S F D R W HCUSR151 01284 019 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO q 2704 ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND t BRACING OF TRUSSES, THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN =7t B C LL 0.0 P S F H C-E N G M N M/D R 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 10 TOT.L D. 37.0 P S F S E Q N - 78132 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��i�r� D U R FAC. 1.2 5 FROM 8 E DRAWINGS 160 A-2. THE SEAL ON THIS OR AWING INDICATES ACCf PTAH CE OF PROF SSI ONAL ENGINEERING , w" Alpine Engineered Products,Inc. RESPGN St81l ITY SOLELY FOR TI1E TRUSS COMPONENT DESIGN SHOWN. Hf SUIT AB[I ITY ANO USE DF THIS Hames City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization#567 AN,I7TPI 1-1995 SECTION 2. OctD C t 1 SPACING 2 4.O (A0789- H4 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 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. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE 144X4 LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 8 Wl.5X4 W3X5 0� 8 F- 7-10-0 4-6-15 17-7-0 W3X8= Wl.5X4 III W2X4(A1) L,1-6-0�:j I 11-2-5 I 4-10-10 J IE 16-1-0 Over 2 Supports j R=704 U=400 W=3.5" R=578 U=320 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 R 1 5 1--3 4 9 7 1 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED 81 TPI (TRUSS PLATE INSTITUTE, 583 D'ON DR., SUITE 200, MADISON, WI 53719), FOR SAFETY P0.ACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 1 0/1 1/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •�pS1P� �•p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �(! ��j BC DL 10.0 PSF DRW HCUSR151 01284020 PRODUL'TS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD 1HL IRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 4Z7�S �-� BC LL 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN =7� 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 _�F d TOT.L D. 3 7.0 P S F S E 0 N - 78135 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PEROR•0 D U R.FAC. 1.2 5 FROM B E DRAWINGS 150 A-Z. THE SEAL ON THIS DRAM]NG INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABIL[lY AND USE OF THIS Hames City,FL 33844 OMPONENT FUR ANY PARTICULAR BUILDING IS THE RESPONSIBILITf OF THE BUILDING DESIGNER, PER 0 C t 1 SPACING 2 4.0" FL Certificate of Authorization#567 ANSIITPI 1-1995 SECTION 2. (A0789- - H5 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 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. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W 0 4 144X4 8 W 3 X 5 0� W1.5X4 8 F- 7-5-9 5-4-6 lnI 17-7-0 W5X12 W2X4(A1) W1.5X4 III LIE 1-6-0 3J L, 10-7-11 1 1 t 5 1 3-1-13 I LE 14-10-13 Over 2 Supports R=661 U=360 W=3.5" R=534 U=320 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34972 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, T0P CHORD SHALL HAVE PROPERLY ATTACHED M. /j T C D L 7.0 P S F DATE 1 0/1 1/O 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ��F1 .*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 P S F D R W HCUSR151 01284021 PRODUCTS, INC. SHALL N 0 T BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO .42704 A L P I N E BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND _* BC LL 0.0 P S F HC-ENG M N M/D R 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 OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P f TOT.L D. 37.0 P S F S E Q N - 78139 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��R'O •' D U R FAC. 1.25 F R 0 M B E DRAWINGS 160 TR THE SEAL ON THIS DRAWING INDICATES OF OF PROFESSIONAL ENGINEERING ... Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AN 0 USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t �' S P A C I N G 2 4.0" FL Certificate of Authorization 4 567 ANSI/TPI 1-1995 SECTION 2. (A0789- - H6 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4� W3X3= LJ W1.5X4 8 F- 6-1-9 6-1-9 17-7-0 W3X8= W2X4(A1) = W1.5X4 III L;�1-6-0 3J 1— 8-7-11 I 4-3-2 I 12-10-13 Over 2 Supports R=588 U=310 W=3.5" R=458 U=310 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34973 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE ■�� INSTITUTE, 583 D'ONOFRIO DR., SUITE I.C. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAYE A PROPERLY ATTACHED RIGID CEILING . "'IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED lel �(�� B C D L 1 0.0 P S F D R W HCUSR151 01284022 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 4Z7 ALPINE BUILD THE TRUSSES IN 04 CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND :* BC LL 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _ SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. At PINE TOT.L D. 3 7.0 P S F S E A N - 78142 CONNECTORS ARE MADE OF 20GA ASTM A653 OR GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER .�,�0 RIO.� DRAWL 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG]NEFRING � _.,I� 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 r E� I-IHIIICS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Fl,Certificate OfAuthori7Htio.#567 ANSI(TPI 1-1995 SECTION 2. OctOCt SPACING 24.0" `' (A0789- - H7 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 144X4; W3X3 LJ 8 4-9-9 4-9-9 17-7-0 W3X5 W2X4(Al) W1.5X4 III 1-6-0 J 6-7-11 I 4-7-13 I �F 11-3-8 Over 2 Supports R=530 U=300 W=3.5" R=398 U=250 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REG UIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--34974 BRACING. REFER TO HID-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, "" D'ONOFRIO DR., SUITE 2(0, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO A�- PERFORMING THESE FUNCTIONS. ONLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED "'•y,/�_ T C D L 7.0 P S F D A T E 1)/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. :•�•S�FI ••• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED '4 r�:� BC DL 10.0 PSF DRW HCUSR151 01284023 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 O.42704 B C L L 0.0 P S F HC-ENG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOC IA T ION AND TNI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ATE OF J� T 0 T.L D. 37.0 P S F S E 0 N - 78145 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ww� �. �I UR AWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ^J� V R1�. D U R.FAC -ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHORN. THE SUITABILITY AND USE OF THISA�,E T-181pCS C12',FL 33944 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING 2 4.0" FLCertlficate-a Il10rIZ81lOn#567 ANSI/TPI 11995 SECTION 2. ' 1 1- (A0789- - I1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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 IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC #1 HIP SUPPORTS 5-0-0 JACKS WITH NO WEBS. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W5X7; W 5 X 7 B F-- 8 3-8-7 17-7-0 r- Ini W3X5 W2X4(A1) = W1.5X4 III W2X4(A1) L,1-6-0 3J 1-3-8 5-0-0 I I 5-0-0 I fE 11-3-8 Over 2 Supports R=722 U=440 W=3.5" R=612 U=310 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34975 BRACING. REFER TCI HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE, 583 D'ONOFRIO OR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO T C D L 7.0 P S F DATE 10/11/01 ST RUOC TUR AL PA NEL SM NG I TUNCTIONB OTTOM S. IUIAM HAVESA P ROP ERLYDATTAACME OOR IDGIDACEILING.LL HA PROPERLY ATTACHED wT F1_..� **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� BC DL 10.0 P S F D R W HCDSR151 01284024 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 2 0�42704 BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABR[CATI NG, HANDLING, SHIPPING, INSTALLING AND HC-ENG ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _•* B C L L D.D P S F M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ATE OF CONNECTORS ARE MADE OF By ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO t T 0 T.L D. 37.0 P S F S E Q N - 77917 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER A DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� R1�.yd� O U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY" SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS I-1a1neS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIB IL1 TY OF THE BUILDING DESIGNER, PER Oct1 FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. AL SPACING SEE ABOVE ' 11 ' , I (A0789- - I2 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, NOT BOT CHORD 2x4 SP #2 N LOCATED WITHIN 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 BF- 8 4-1-10 17-7-0 W1.5X4 III W2X4(A1) = W2X4(Al) 1-6-0 3J ►_ 5-7-12 _�, 5-7-12 _I fLE 11-3-8 Over 2 Supports R=519 U=330 W=3.5" R=409 U=200 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34976 BRACING. REFER TO HI8 91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO M. PERFORMS Nf, THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED R�� T C D L 7.0 P S F DATE 1 0/1 1/0 1 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •��•T�f�CgF 'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED 4 r�:� BC DL 10.0 PSF DRW HCUSR151 01284025 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 .42"704 ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN * ♦ B C L L O.0 P S F H C-ENG M N M/D R CONNECTORSSPECIFICATIARE PMADESOFOBY 2OGATASTM ERE AMA653 CAN GR4OFOR G AL V ANDTEE�ER E%CEPTI ASIN NOTED.AND TPI A PPL YAC ONNEC TORS TO OF _� TOT.LD. 37.0 PSF S E O N - 78148 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE 11 PROFESSIONAL ENGINEERING y �R10ol D U R.FAC. 1.25 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS pj� ~ N`' TI31IlC5 Cit}',rl. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER DCt ~_/f7�RY7A SPACING 24.0" rI,CeSUficatcut Autllur173tion#567 ANSI/TPI 1-1995 SEr_TION 2. I -,. (A0789- - PIGGY C1 ) 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/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4 8 8 1-9-12 k8-1-2 W2X4(Al) W1.5X4 III W2X4(Al) 0891 0_s-9 2-2-5 I 2-2-5 --5-9-11 Over 2 Supports—� R=215 U=180 W=3.5" R=215 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34977 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANO BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO pR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. ON OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'��•TIFIG� _ /� **IMPORTANT** FUR NISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED V .�S B C D L 1 0.0 P S F D R W HCUSR151 01284026 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 42•�0� j BUILD THE TRUSSES IN f,ONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG M N M D R YALPINE BRACING OF Tft US SE S. THIS DESIGN CONFORMS WITH APPLICA81- PROVISIONS OF NDS (NATIONAL DESIGN * j* / SIE FICATI IN 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 r T 0 T.L D. 37 0 P S F S E Q N - 78021 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER t DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� •• D U R.FAC. 1.25 FR0M B E 111pll1e EIIg1IleCCCd IX1'Od11CtS,Inc. RE SP ONSIBTLI TY SOLELY FDR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS M�� HanleS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t 'Ctl SPACING 2 4.O" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - PIGGY C2 ) 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/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4= a � e 1-11-13 121 U 8-1-2 MW 2X ( 11) Wl.5X4 III W2X4(Al) 0 8-91 o a �j_ 2-5-7 I 2-5-7 —6-4-0 Over 2 Supports—� R=234 U=180 W=3.5" R=234 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale **WARNING`* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--34978 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SHITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ...... TC DL 7.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �� B C D L 10 0 P S F D R W HCUSR151 01284027 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO . .#.2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 7* B C L L 0.0 P S F HC- :NG M N M/D R ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL OE SI ON 7i SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A OF �� CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 37.0 PSF S E Q N - 78012 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �S�h��0 � DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING :m'.—w% D U R.FAC 1.25 F ROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TME SUITABILITY AND USE OF THIS Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t A1. SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - PIGGY C3-C4 } 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/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W4X4 8 F 8 T 1-11-13 8-1-2 W2X4(Al) W1.5X4 III W2X4(Al) 0 8 9 0mI L. 2-5-7 _L_ 2-5-7 ---6-0-8 Over 2 Supports R=224 U=180 W=3.5" R=224 U=180 W=3.5-- PLT =3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 8 1 5 1--34979 BRACING. REFER TO HILI (HANDLING(HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS P1 AT[ INSTITUTE, 583 D'ONOFRIO DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO At PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •• TC DL 7.0 P S F DATE 10/11/01 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 01284028 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4.174 BUILD THE TRUSSES IN CONFORMANCE W[TH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F HC-ENG M N M/D R A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PR OV[SIGNS Of NDS (NATIONAL OF SI GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE � CONNECTORS ARE MAOE OF 20GA ASTM k(S3 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO A h,Os TOT.L D. 37.0 P S F S E Q N - 78018 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER M '0F DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING O 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 GYYp Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D C t �• SPACING 2 4.0" FL Certificate ofAuthorizationN567 ANSIiTPJ 1-1995 SECTION 2. (A0789- - PIGGY C6 } 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. @ 24.00" OC. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. 8 F— W4X4 X,2-� 8 lul in 1-2-8 8-2-10 8-1-2 ri W2X4(A1) oaf 1-3-7 9-10-8 11-10-8 Over 2 Supports R=22 U=210 W=3.5" R=75 PLF U=18 PLF W=11-1-15 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R151--34980 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE M. INSTITUTE. 503 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 TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM ON SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �•��FI�"•V� `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ASS B C D L 10.0 P S F D R W HCUSR151 01284029 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIATI ON FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSSES [N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND O 2704 B C L L P S F FIC-ENG M N M/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 TNI. ALPINE CONNECTORS ARE MADE OF 2064 ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO STATE OFcb T 0 T.L D. 37.0 P S F S E Q N - 78036 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PERP,r''� DRAWINGS 160 AZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING _'"�.QR ;�Z` 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 •`�G� Ilain City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O c t A1. CI S P A N G 9A.0" FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECT10% 2. J 1 1 (A0789- PIGGY C7 ) 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4; W1.5X4 III W1.5X4 III 8 T 2-6-8 8-2-10 8-1-2 W2X4(Al) W1.5X4 III 141.5X4 III 141.5X4 III 04 1 3-3-7 I 7-10-8 I fE 11-10-8 Over 2 Supports R=80 PLF U=18 PLF W=11-1-15 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2Y3 FL/-/3/-/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--34981 *BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE M INSTITUTE, 583 D'ONOFRIO Dft., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO m T C D L 7.0 P S F DATE 10/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED y� STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. (�T'� �• **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED BC DL 10.0 PSF DRW HCUSR151 01284030 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO = 427Q'4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND y F� ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN _�[ B C LL 0.0 P S F HC-ENG M N M/D R SPECIE IC AT ON PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 DALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO P T 0 T.L D. 37 0 P S F S E Q N - 78039 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER `O RLO •' v DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATE) ACCEPTANCE OF PROFESSIONAL ENGINEERING "•...w�•.•' Alpine ZEngineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS `�t D U R FAC. 1.25 F ROM BE TlaniCS City,FL 33944 COMPONENT FOR ANY PARTICI1LAft BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 0 C t {�• SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1 1995 SECTION 2. (A0789- - PIGGY C8 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HER. 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. REFER TO DWG PIGBACKA0401 OR PIGBACKB0699 FOR PIGGYBACK DETAILS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. W4X4 8 3-10-8 8 2-10 8-1-2 W2X4(Al) 0-8 91 5-3-7 5-10-8 �F 11-10-8 Over 2 Supports R=78 PLF U=19 PLF W=11-1-15 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34982 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO C . SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE (UNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PR STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. OPERLY ATTACHED T C D L 7.0 P S F DATE 10/11/01 f �� /► *IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED f(� BC DL 10.0 P S F D R W HCUSR151 01284031 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEY IAT ION FROM THIS DESIGN; ANY FAILURE TO .4w704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDL IN6, SHIPPING, INSTALLING AND f HC-ENG � ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN _* BC LL 0.0 P S F H C-E N G M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 2CGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 3 7.0 P S F S E O N - 78044 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 O R, �V OUR .F A C 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 IleineS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE DO ICING DESIGNER, PER FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Oct �� SPACING 24.0" (A0789- - PIGGY C9 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 8.50 FT FROM ROOF EDGE. WIND TC DL = 5.0 PSF, WEBS 2x4 SP #3 WIND BC DL = 5.0 PSF. IN LIEU OF STRUCTURAL PANELS USE PURLINS: TO BRACE ALL FLAT TC RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. @ 24.00" OC. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W04; W1.5X4 III W1.5X4 III 8 5-2-8 8-2-10 8-1-2 W2X4(Al) = W1.5X4 III W1.5X4 III WI.5X4 III 0 8-91 L. 7-3-7 I 2-5-11 I fE 10-5-11 Over 2 Supports R=80 PLF U=23 PLF W=9-9-2 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING 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--34983 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 TC DL 7.0 P S F DATE 1)/11/01 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM L'H OR SHALI HAVE A PROPERLY ATTACHED RIGID CEILING. ��Q�� /► _1 FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �•YrIT�- S.Ip BC DL 10.0 P S F D R W HCUSR151 01284032 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND 427 4 = g C L L 0.0 P S F HC-ENG M N M/D R A L P 1 N E BRACING OF TRUSSES. IH1S DESIGN CONFORMS WITH APPLICABLE PROV ISIUNS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE Z CON ECT TORE ARE MADE OF 20GA ASTM A653 GR40 GALLA. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS IO • TAPE OF T 0 T.L D. 3 7.0 P S F S E 0 N - 78056 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER •:A ` ArJ(V�/ DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �yg R:OFF D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RE SPONS IB[I[TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS T13ll12B City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER D C t SPACING 2 4.0 n FL Certificate ofAutllorization#567 ANSI/TPI 1-1995 SECTION 2. (A0789- - PIGGY CIO ) 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/360.00 LIVE AND L1240.00 TOTAL LOAD. RIGHT END VERTICAL NOT EXPOSED TO WIND PRESSURE. REFER TO DWG PIGBACKA0401 OR PIGBACKBO699 FOR PIGGYBACK DETAILS. W1.5X4 III W1.5X4 III 8 5-6 5 W1 .5X4 III Ll u 8-2-10 8-1-2 W2X4(A1) = W1.5X4 III W1.5X4 III W1.5X4 III o a 91 8-5-11 Over 2 Supports R=19 U=180 W=3.5" R=76 PLF U=30 PLF W=7-9-2 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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 R 1 5 1--34984 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOfRIO Dft., SUITE 200, MADISON, WI 53719), COR SAFETY PRACTICES PRIOR TO A PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED •••.." TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••�QT�• • p _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � 10F BC DL 10.0 PSF DRW FiCUSR151 01284033 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 42,1 4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG M N M/D R A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE S CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TAPE CF! TOT.L D. 3 7.0 P S F S E A N - 78062 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS BE SIGN, POSITION CONNECTORS PER w DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING /Sil �� D U R.FAC. 1.25 FR0M BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLE0 FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF TN35 .E Names Clty,FL 33844 COMPONENT FIR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Oct L SPACING 2 4.0" FLCwifiwleofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. I I I I I I I (A0789- - 1'CJ 3L,3R ) THIS DWG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360.00 LIVE AND L1240.00 TOTAL LOAD. PROVIDE (3) 16d COMMON TOE-NAILS AT TOP CHORD. PROVIDE (3) 16d COMMON TOE-NAILS AT BOTTOM CHORD. 8 _ 18-3-4 1-0-7 1-0-7 17-7-0 W2X4(Al) 1-6-0 1-0-12 1-0-0 Over pports R=284 U=220 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL 3 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--34985 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLAT[ INSTITUTE, 583 D'ONOFR 10 DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTIf.IS PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED T C D L 7.0 P S F DATE 1 0/1 1/O l STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALL ENGINEERED I G ..F� "� �� BC DL 10.0 P S F D R W HCUSR151 01284034 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 44 IO4 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND B C L L 0.0 P S F H C-ENG M N M/D R A L P I N E BRACING OF TRUSSES HIS DESIGN CONFORMS WITH APPLICABLE PROYI SIONS OF NDS (NATIONAL OE IS SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 G 4 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO �F : T 0 T.L D. 37.0 P S F S E Q N - 78151 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER w V DRAWINGS ]60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING u �R�'Of�� D U R.FAC. 1.25 F R 0 M B E Alpine Engineered Products,Inc. RESPON S IB 111 TY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. SUITABILITY AND USE OE THIS c� �a Aalnae Clt}',FL 33$4Q COMPD NE NT FOR ANY PARTICULAR 80ILDING IS TME RESPONSIBILITY OF THE BUILDING DESIGNER, PER O c t SPACING 1 N G 2 4 0,r FLCertifi.1s.ofAuthoriza6on'4567 ANSI/TPI 1-1995 SECTION 2. YV (A0789- - 3'CJ 3L,3R ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, BOT CHORD 2x4 SP #2 N LOCATED ANYWHERE IN ROOF. WIND TC DL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L1360.00 LIVE AND L/240.00 TOTAL LOAD. 8F— T19-7-4 T R=42 2-4-7 2-4-7 17-7-0 R=21 U=180 W2X4(Al) L;z 1-6-0 J.-= —3-0-12 3-0-0 Over 3 Supports R=251 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34986 BRACING. REFER T?,HIB (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI JR USS PLATE �. INSTITUTE, 583 D'ON OFRIO DR., SUITE 200, MADISON, WI 53119), FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .••:�f 44 TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. +' `h,9 "IMPORTANT"` FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :V r0- BC DL 10.0 PSF DRW HCUSR151 01284035 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO 4Z�� ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * z* B C L L 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECI FICATIUN PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO OF ` T 0 T.L D 37.0 P S F S E Q N - 78159 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ,'�4 b,OP � ERAHINIS 160 A-Z. THE SEAL ON THIS BRAN ING INDICATES ACCEPTANCE OF PROFESSIONAL ENGI NEF.RING 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 IH is AI.E Hmoes City,FL 3384A OMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUIL GING DESIGNER, PER Oct t 1 FLCertiticateofAuthorization!1567 ANSI/TPI 1-1995 SECTION 2, SPACING 24.0" (A0789- - 5'HJ I1 D45 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 FT MEAN HGT, SBC, ENCLOSED BLDG, LOCATED BOT CHORD 2x4 SP #2 N ANYWHERE IN ROOF, WIND TC OL = 5.0 PSF, WIND BC DL = 5.0 PSF. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. HIPJACK SUPPORTS 4-11-8 SETBACK JACKS W/VERT OVER BEARING ONLY. 0-0-8 CANT ONE FACE, 0-0-8 CANT OPPOSITE FACE. 20-11-4 R=168 5.66 (- 3-8-2 3-8-2 0-4-7 17-7-0 R=71 U=180 W2X4(Al) L-2-2-3 SIE 7-0-14 J 7-0-2 Over 3 Supports—� R=294 U=220 W=4.2" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale =.375" Ft. *WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND TC LL 20.0 P S F R E F R 1 5 1--3 4 9 8 7 BRACING. REFER 70 NIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 5E13 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719J, FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •( tff' •F _IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i G ,04 BG DL 10.0 PSF DRW HCUSR151 01284036 PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO ALPINE BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND * B C L L 0.0 P S F HC-ENG M N M/D R BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PR OV ISIONS OF NDS (NAI ION AL DL GN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE OF .• CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO :y/� , T O T.L D. 37.0 P S F S E A N - 78171 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER J+��O�1Or•••a� D U R.FAC. 1.2 5 F R 0 M B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING "•.•w� ` Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City' 33844 COMPONENT FUR ANY PARTICULAR BUIIDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER O C t SPACING S E E ABOVE FL Certificate of Authorizationk567 ANS]/TPI 1 199=ANY 2. (A0789- - 5'CJ 1L,1R,2NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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/360.00 LIVE AND Lj240.00 TOTAL LOAD. 20-11-4 R=105 8 F- 3 8-7 3-8-7 R=47 U=180 17-7-0 W2X4(A1) �I-6-D —IE 5-0-12 _I �-5-0-0 Over 3 Supports R=309 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/E/-/- Scale 'WARNING* TRUSSES REDIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 20.0 P S F R E F R 1 5 1--34988 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE u INSTITUTE. 583 D'ONOFRIO DR., SUITE 200, MADISON, WE 53719), FOR SAFETY PRACTICES PRIOR TO "'1 PE REORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `�,ti •• ' TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM ON SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. • �^'��•F "*IMPORTANT_ FURNISH A COPY DF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •�'.! �� B C DL 10.0 P S F D R W HCUSR151 01284037 PRODUCTS, INC. SHALL NUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TD 3 2704 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND i* B C L L 0.0 P S F H C-ENG M N M/D R ALPINE BR ACSHG OF TRUSSES THIS DESIGN CONFORMS WIT APPLICABLE PROVISIONS OF NOS (NATIONAL OES[GN = 1, SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE A'a'�.'OF CO N NEC TORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NU TED. APPLY HE TO � j� T 0 T.L D. 3 7.0 P S F S E O N - 78162 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR$ PER D U R.FAC. 1.25 FROM B E DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING c�` Alpine Engineered Products,htc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS A`` TTaioeS CityjI, 33844 COMPONENT FOR ANY PARTICULAR 8UILDING IS THE RF.SPONS IBILIIY OF THE BUILDING DESIGNER, PER OC t S PACING 2 4.0" FL Certificate of Authorization#567 ANSIIIPI 11995 SECTION 2. ,, 'I I I 1. ' (A0789- - 7'HJ H1 ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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. HIPJACK SUPPORTS 7-0-0 SETBACK JACKS WITH NO WEBS. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LOAD. 22-3-9 R=226 W3X5 5.66 f 5-0-7 5 0 7 17-7-0 0-0-0 Wl.5X4 III W5X5= R=343 U=370 W2X4(Al) L;;;�--2-2-3 GI.-I, 10-0-5 _I 9-10-13 Over 3 Supports R=309 U=290 W=7" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34989 BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANp BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO pR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO � T C D L 7.0 P S F DATE 1 0/1 1/0 1 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ..-'ryAj_ STftU'TURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. pw- `'IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED ��"� BC DL 10.0 P S F D R W HCUSR151 01284017 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 '42 704 •' B C L L 0.0 P S F HC-ENG M N M/D R A L P I N E 8RACI NG OF ITR UUSES HIS DESIGN CONFORMS WITH APPLICABLE PROVISION$ OF NDS (NATIONAL UE SIGN = 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 S A�OF: ; TOT.L D. 37.0 P S F S E O N - 78177 EACH FACE OF TRUSS, AND UNLESS OTHERWISE IF ED ON THIS DESIGN, POSITION CONNECTORS PER 'L P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING R1�O. D U R.FAC. 1.25 F ROM BE Alpine Engineered Products,Inc. RESPONSIBILITY SOLELV FOR THE TRUSS COMPONENT DESIGN SNOWN. THE SUITABILITY AND USE OF THIS �"- Ha ,eS CIty,FL 33844 CO MPONEIIT FOR ANY PARTICULAR BUILDING IS 1HE RESPONSIBIIITY OF THE BUSLDING DESIGNER, PER Oct SPACING S E E ABOVE FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. (A0789- - 7-EJ NC ) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 100 MPH WIND, 21.19 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/360.00 LIVE AND L/240.00 TOTAL LOAD. { 22-3-4 8 F- 5-0 7 5-0 7 17-7-0 R=73 U=230 W2X4(A1) L<1-6-0 �.IE 7-0-12 j 7-0-0 —7-0-0 Over 3 Supports R=377 U=190 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 18.2f3 FL/-/3/-/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--34990 BRACING. REFER T(' 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. PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED . TC DL 7.0 P S F DATE 10/11/01 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. � ' /► p ``IMFQRTANT*' FURNISH A COPY OF THIS DESIGN TO TME INSTALLATION CONTRACTOR. ALPINE ENGINEERED j• ��s� p C D L 10.0 P S F D R W HCUSR151 D1284D1D 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, SNIPPING, INSTALLING AND • 0�42704 ALPINEBRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN i♦ B C L L D.D P S F HC-ENG M N M/D R SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE T 0 T.LD. 37.0 P S F S EON - 78165 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTED. APPLY CONNECTORS TO NATE OF EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAW IN65 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERINGD U R.FAC 1 2 5 FROM B E Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPUNE NT 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 FL Certificate ofAuthorizaCronH567 ANSI/TPI 1-1995 SECTION 2. Oct `E SPACING 24.0" Fill SBC: 100 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 'L" BRACE * (1) 2X4 "L" BRACE]BgGROUP 4AGROUPB (1) 2X6 "L'" BRA�BGRO�UPA BRACE •• GABLE VERTICAL NO E- S SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP GROUP A GROUROUP B SPF 1 2 3' 11" 6' 10" 7' 0" 8' 1" 8' 3" 9' 8" 9' 11" 12' 8" 13' 0" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: Q #3 3' 10" 5' 11" 5' 11" 7' 9" 7' 9" 9' 8" 9' 8" 12' 1" 12' 1" 14 0" 14 0" GROUP A: H[� STUD 3" 10" 5' 10" 5' 10" 7 9" 9' e" 9' 8" 12' 1" 12' 1" 14' 0" 14' 0" W ® 1 STANDARD 3' 10 5' 1" 5' 1" 6' 8" 6' 8" 9' 0" 8' 0" 10' 5" 1 10' 5" 14' 0" 14' 0" SPRUCE-PINE-FIR HEN-FIR 1 4' 4" 6' 10" 7' 4" 8' 1" 8' 8" 9' 8" 10' 4" 12' 8" 13' 8" 14' 0" 14' 0" t 2 STANDARD 2 STUD SSp3 STUD 3 STANDARD P #2 4' 3" 6' 10" 7' 4" 8' 1" 8' 8" 9' 8" 10' 4" 12' 8" 13' 8" 14' 0" 14' 0" I-� T #3 4' 1" 6' 1" 6' 1" 8' 0" 8' 0" 9' 8" 10' 2" 12' 5" 12' 5" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 4' 1" 6' 0" 6' 0" 7' 11" 7' 11" 9' 8" 10' 2" 12' 3" 12' 3" 14' 0" 14' 0" STUD STUD STANDARD 3' 11" 5' 2" 5' 2'" 6' 10" 6' 10" 9' 2" 9' 2" 10' 7" 10' 7" 14' 0"' 14' 0'" STANDARD STANDARD E—I SPF 1 2 4' 6" 7' 10" 8' 0" 9' 3" 9' 6" 11' 0" 11' 4" 14' 0" 14' 0" 14' 0" E_ #3 4' 51, 7' 3" 7' 3" 9' 3" 9' 3" 11' 0" 11' 0" 14' 0" 14' 0" 14' 0" 14' 0" HF STUD 4' 5" 7' 2" 7' 2" 9' 3" 9' 3" 11' 0" 11' 0" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: W Q 1 1 STANDARD 4' 5' 6' 2" 6' 2" 8' 2" 8' 2" 11' 0" 11' 0" 12' 9" 12' 9" 14' 0" 14' 0" 1 4' 11" 7' 10" 8' 5" 9' 3" 10' 0" 11' 0" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR & s P #2 4' 10" 7' 10" 8' 5" 9' 3"' 10' 0" ll' 0" t BTR 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" t W #3 4' 8" 7' 5" 7' 5" 9' 3" 9' 9" 11' 0" 11' 7" 14' 0" 14' 0" 14' 0" 14' 0" 4 DFL STUD 4' 8" 7' 4" 7' 4" 9' 3" 9' 8" 11' 0" 11' 7" 14' 0" 14' 0" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 6" 6' 4" 6' 4" __6' 4" 6' 4" 11' 0" 11' 3" 13' 0" 13' 0" 14' 0" 14' 0" EIA s P F 1 2 5' 0" 8' 7" 8' to" 10' 2" 10' 5" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" r h Q �j3 4' 10" 8' 4" 8' 4" 10 2" 10 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" �.J HF STUD 4' 10" 8' 4" 8' 4" 10' 2" 10' 2" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' O" Q STANDARD 4' 10" 7' 2" 7' 2" 9' 5" 9' 5" 12' 2" 12' 2" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 5" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" S P #2 5' 4" 8' 7" 9' 3" 10' 2" 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. #3 5' 1" 8' 7" 8' 7" 10' 2" 10' 9" 12' 2" 12' 9" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 115 PLF OVER DFL STUD 5' 1" 8' 6" 8' 6" 10' 2" 10' 9" 12' 2" 12' 9" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD) STANDARD 5' 0" 7' 4" 17' 4" 9' 8" 9' 8" 12' 2" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMI OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" _ ABOUTI PLYWOOD OVERHANG. GABLE TRUSS + ATTACH EACH "L" BRACE WITH 10d NAILS. * FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 //2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: *FOR 2 "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN DIAGONAL VERTICAL LENGTH MAY BE 18" * + IN 16" END ZONES AND 6" O.C. BETWEEN ZONES. I BRACE IS USED. CONNECT „L„ L + + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 7401+ BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L SPUD OR '3, SPF #1/#2. H-F2 T VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL 18" * LESS THAN 4' 0" 1X4 OR 2X3 IN TABLE ABOVE. BRACE; SINGLE OR L 1 + + + GREATER THAN 4' 0", BUT 2X4 DOUBLE CUT (AS SHOWN) LESS THAN 11' 6" AT UPPER END, GREATER THAN 11' 6" 2.5X4 ONTINUOUS HEARIN + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATE CONNECT DIAGONAL AT S.REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT of VERTICAL WEB. THIS DRAWING REPLACES DRAWING S10030E —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, I REF SBC-GAB10030 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) FORM. 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 `y.•••.""' HAVE A PROPERLY ATTACHED RIGID CEILING. V *IMPORTANT■- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE DRWG 510030EN0699 �� •� 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, * —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 1�STATE OF TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS, I RUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO WBEACH, F y_�R, IY�r NGS 1 0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL EERIN RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE • • ` SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE r ` A}�, 24.0 RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 11 SPACING ~� -- •- -- -- --- - -- - {-- -- -- -- - - I- I-- 2X6 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER ABOUT + FOR LET-IN VERTICALS zE ET II VERTICAL LENGTH PLATE IF PLATES REINFORCING BETWEEN CHORDS SIZE OVERLAP* MEMBER LESS THAN 4' 0" JIX4 OR 2X3 I 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN 11' 6" 2.5X4 2.5X8 (D REFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. s IF GABLE VERTICAL PLATES OVERLAP, USE A + TO CONVERT FROM "L" 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 GABLE + 42X8 APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. IL_ 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 % 50 % 110 MPH 2x4 10 % 10 % 30 FT 2x6 50--R 50 % 100 MPH 2x4 10 % 10 % 15 FT 2x6 30 % 50 %u Li PN 100 MPH 2x4 10 % 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 % 10 % 4 TOENAILS ATTACH EACH "T" REINFORCING MEMBER WITH 30 FT 2x6 30 % 50 % 80 MPH 2x4 10 HAND DRIVEN NAILS: 7, 20 7. 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d 15 FP 2x6 10 % 30 % 80 MPH 2x4 20 % 10 % REINFORCING COMMON TOENAILS IN TOP AND BOTTOM CHORD. 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 E2x4 0 % 20 7. AND BOTTOM CHORD, 15 FP 2x6 0 % 20 % 70 MPH 2x4 10 % 20 7. GABLE TOENAILS THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE 30 FT 2x6 10 % 30 7. 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, A09015EN0699, A08015EN0699, A07015EN0699 MEAN ROOF HEIGHT = 30 FT A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 GABLE VERTICAL = 24" O.C. SP #3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015EN0699, S10015EN0699, S09015EN0699. S08015EN0699, S07015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 10% = 1.10 S11030ENO699, S10030EN0699, S09030ENO699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOENAILSMAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBCCI 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE 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 WI. 53719) FOR SAFETY PRACTICES PRIORSTETOU ERFORMING TOHESEO FD NCTIONS,SUITE 2UNLESSIOOTHERWISE INDICATED, M. 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 GBLLETIN0699••• •• DESIGNE AND FAILURES TONBUILDALL THE OTRUSS ST BE ESPINOCONFORMANCE WITH HFOR ANY ET ITIOR FABRICATIING,ON FROM -ENG DLJ/KAR ALPINE HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH C �' 0 •� 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 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATECIT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS, If qUyS�S] AND,((UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER S 40 POMPANO BEACH, FfiYNEE INdORESPONSIBILITY SOLELZ. THE SEAL ON HYSFORATHIEGTRUSS COMPONENT ACCEPTANCEICATES ESIGNOSHIWN.ESTHONAL VVVVVV 'y�Q�No� FAC. ANY ITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ''�•• SPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct t SPACING 24.0 �- 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 NARROW FACE OR 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. FOR MINIMUM ALTERNATIVE BRACING, RE-RUN DESIGN WITH APPROPRIATE 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. THIS DRAWING REPLACES DRAWING 579,640 +•WARNING-' TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL PSF REF CLB SUBST. 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 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ;•:`�•�� HAVE A PROPERLY ATTACHED RIGID CEILING. 1' L PSF DRWG BRCLBSUB0699 ■>'IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE � 7 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, _ 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 STATE OF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF S ALPINE ENGINEERED PRODUCTS, I RUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �' R POMPANO BEACH, F &WINGS 1b0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL g .R FAC. CNEERIN RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE PACING RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, Oct 11 SBC: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00 2X4 BRACE (1) 1X4 "L" BRACE + (1) 2X4 "L" BRACE + (2) 2X4 'I" BRACE ++ (1) 2X6 "L" BRACE + (2) 2X6 't" BRACE ++ GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B r- 1 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: z 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 ® 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 STANDARD 42 STUD 1 4' 7" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 1 14' 0" 14' 0" 14' 0" 1 #3 1 STUD 1 #3 ISTANDARDI Sp #2 4' 6" 7' 3" 7' 10" 8' 7" 9' 3" 10' 3" 11' 1" 13' 7" 14' 0" 14' 0" 14' 0" #3 4' 4" 6' 8" 6' 8" 8' 7" 8' 10" 10' 3" 10' 10" 13' 7" 13' 7" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE e� DFL L 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 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 S P F 1 2 4' 10" 8' 4" 8' 7" 9' 11" 10' 2" 11' 9" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0" #3 1 4' 8" 8' 0" e' 0" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" STUD 4' 8" 7' 11" 7' 11" 9' 11" 9' 11" 11' 9" 11' 9" 14' 0" 14' 0" 14' 0" 14' 0" HF 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' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" HEM-FIR 1 & BTR SP #2 5' 2" 8' 4" 9' 0" 9' 11" 10' 8" 11' 9" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W #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" 8' 1" 9' 11" 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" 11 1 2 5' 4" 9' 2" 9' 5" 10' 10" 11' 2" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" 'k S P F 3 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" v HF STUD 5' 2" 9' 2" 9' 2" 10' 10" 10' 10" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" STANDARD 5' 2" 7' 11" 7' 11" 10' 5" 10' 5" 13' 0" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: x 1 5' 10" 9' 2" 9' 11" 10' 10" 11' 9" 13' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" C 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" I1' S" 13' 0" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 90 PLF OVER r-I DFL STUD 5' 6" 9' 2" 9' 4" 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' B" 10' 8" 13' 0" 13' 4" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYMMIJK OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. GABLE TRUSS + ATTACH EACH "L" BRACE WITH IOd NAILS. * FOR (1) "L" BRACE: SPACE NAZIS AT 2" O.C. 2X4 #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION: T + **FOR (2) 'L" BRACES: SPACE NAILS AT 3" O.C. VERTICAL LENGTH MAY BE 18" * IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT ,.L., L + "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 610J/ BRACE MEMBER LENGTH. AT EACH END. MAX WEB ** TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, y3 OR T BETTER DIAGONALI 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 L T + + + LESS THAN 11' 6" 2X4 (AS SHOWN) AT UPPER END. GREATER THAN 11' 6" 2.5X4 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 DRAINING 510015E --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF SBC—GAB10015 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TI �TRUS S PLATE FOR SAFETY PRACTICES PRIOR TOUT RFORMING TOHESEO F NR.�CTIONS.SUITE200,UNLESSIOOTHERWISE I DWI. )ICATED, M. DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •••�••' HAVE A PROPERLY ATTACHED RIGID CEILING. `: F DRWG S10015EN0699 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �f ��.� 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, .* —ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FDREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STAW 6F TOT. LD. 60 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF S ALPINE ENGINEERED PRODUCTS, If-SPONSIBIL USS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER 'clpq�0�' gqyyINGS 1�G0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE ❑F PROFESSIONAL • r' POMPANO BEACH, F6TNEERIN6�RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ..+ ITABILITYANDUSE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE SPACING 24.0' ITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct 11 PIGGYBACK DETAIL THE DETAILS BELOW ARE ACCEPTABLE FOR THE FOLLOWING WIND CONDITIONS: 80 MPH WIND, 30.00 FT MEAN HGT, ASCE 7-93, CLOSED BLDG, 80 MPH WIND, 30.00 FT MEAN HGT, SBC, LOCATED ANYWHERE IN ROOF, 100 MI FROM COAST, ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF CAT 1, EXP C, WIND TC DL=5,0 PSF, WIND BC DL=5,0 PSF, WIND TC DL=5,0 PSF, WIND BC DL=5.0 PSF, DETAIL A FLAT TOP CHORD <= 12' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.148"x3') NAILS. #t�'y , 12" MIN RIGID SHEATHING OVERLAP WITH 8d COMMON (0.131"x2.5") OR GUN NAILS IN OVERLAP ZONE SPACED AT 4" O.C. ff FLAT TC BRACING PER ENGINEER'S SEALED DESIGN DETAIL B FLAT TOP CHORD <= 20' PIGGYBACK CAP TRUSS TOENAILED TO ALL TOP CHORD BRACING WITH (2) 10d COMMON (0.128'13") NAILS AND 4' 4� SECURED WITH 2X4 #3 GRADE SCAB (I SIDE ONLY 2� 4' 2., 2' ATTACHED WITH 10d COMMON NAILS AT 4" O.C. 2' FLAT TC BRACING PER ER ENGINEER'S SEALED DESIGN CAP TRUSS TOENAILED WITH CHORD DETAIL C BRACING AND SECURED WITH 3X8 TRULOX PLATES (EACH FACE) AT EACH END AND FLAT TOP CHORD <= 30' 1/3 POINTS. " 1.375" CRCLED NUMBER INDICATES REQUIRED NUMBER OF OA20PER PLY. X SEE DRNAILS, OR EQUAL, PER FACE AWING 160 TL FOR TRULOX INFORMATION, ....................... (4) 8d COMMON NAILS (0.135"X2,5") FLAT 'PC BRACING 8' X 8" X 1/2" RATED SHEATHING GUSSETS (EACH PER ENGINEER'S FACE) MAY BE USED IN LIEU OF TRULOX PLATES, SEALED DESIGN ATTACH WITH (8) 8d COMMON NAILS PER GUSSET, (4) IN CAP BC AND (4) IN BASE TRUSS FLAT TC. THIS DRAWING REPLACES DRAWINGS 581,670 & 961,860 **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 4 INSTALLING AND BRACING. REFER TO HIR-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL PSF REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOfRIO 0k, SUITE 200, MADISON, W1, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE 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. **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE L PSF DRWG PIGBACKA0699 ENGINEERED PRODUCTS, INCSHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPIi OR FABRICATING, PSP' —ENG DU/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 206A LD. MAX 60 PSF ASTM A653 GR40 GALV, STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE OF -F-ROSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "JINGS IfAO A-1 THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL FAC RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE `�v OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE _j,DING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2, Oct 11 ACING TOP CHORD 2X4 #2 OR BETTER PIGGYBACK DETAIL BOT CHORD 2X4 #2 OR BETTER WEBS 2X4 #3 OR BETTER SPANS UP TO REFER TO SEALED DESIGN FOR DASHED PLATES. JOINT SPACE PIGGYBACK VERTICALS AT 4' OC MAX. TYPE 30' 34' 38' 52' TOP AND BOTTOM CHORD SPLICES MUST BE STAGGERED SO THAT ONE SPLICE IS NOT DIRECTLY OVER ANOTHER. A 2X4 2.5X4 2.5X4 3X5 PIGGYBACK BOTTOM CHORD MAY BE OMITTED. ATTACH VERTICAL WEBS TO TRUSS TOP CHORD WITH 1.5X3 PLATE. B 4X6 5X6 5X6 5X6 ATTACH PURLINS TO TOP OF FLAT TOP CHORD. IF PIGGYBACK IS SOLID LUMBER OR THE BOTTOM CHORD IS OMITTED, PURLINS C 1.5X3 1.5X4 1.5X4 1.5X4 MAY BE APPLIED BENEATH THE TOP CHORD OF SUPPORTING TRUSS. REFER TO ENGINEER'S SEALED DESIGN FOR REQUIRED PURLIN SPACING. D 5X4 5X5 5X5 5X6 THIS DETAIL IS APPLICABLE FOR THE FOLLOWING WIND CONDITIONS: 110 MPH WIND, 30' MEAN HGT, ASCE 7-93, CLOSED BLDG, E 4X6 OR 3X6 TRULOX AT 4' OC, LOCATED ANYWHERE IN ROOF, 1 MI FROM COAST ROTATED VERTICALLY CAT I, EXP C, WIND TC DL=5 PSF, WIND BC DL=5 PSF 110 MPH WIND, 30' MEAN HGT, SBC ATTACH TRULOX PLATES WITH (8) 0.120" X 1.375" NAILS, OR ENCLOSED BLDG, LOCATED ANYWHERE IN ROOF EQUAL, PER FACE PER PLY. (4) NAILS IN EACH MEMBER TO WIND TC DL=5 PSF, WIND BC DL=5 PSF BE CONNECTED. REFER TO DRAWING 160 TL FOR TRULOX FRONT FACE (E,* ) PLATES MAY BE OFFSET FROM BACK FACE INFORMATION. PLATES AS LONG AS BOTH FACES ARE SPACED 4' OC MAX. MAX SIZE OF 2X12 #2 OR BETTER WEB BRACING CHART AE E A E E WEB LENGTH REQUIRED BRACING A E E E A E E 0' TO 7'9" NO BRACING 1x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 20' FLAT TOP CHORD MAX SPAN 7'9" TO 10' MEMBER, OR BETTER, AND 80% LENGTH OF WEB MEMBER. ATTACH WITH 8d NAILS AT 4" OC. 2x4 "T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER, AND 807 LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" OC. EITHER PLATE OPTIONAL /�\ C LOCATION ISB B SPLICE ACCEPTABLE D B D—SPLICE XX 19L!C *PIGGYBACK SPECIAL PLATE B C ATTACH TEETH TO THE PIGGYBACK AT THE TIME OF "— 2' C FABRICATION. ATTACH TO SUPPORTING TRUSS WITH TYP. B tk (4) 0.120" X 1.375' NAILS PER FACE PER PLY. APPLY C PIGGYBACK SPECIAL PLATE TO EACH TRUSS FACE AND B SPACE 4' OC OR LESS. -------- ---1 B r �C 0 0 0 0 0 B —TYP C O o 0 0 0 0 2„ A C o 0 0 0 0 12 * C 0012 o 0 0 0 0 A MAX 8 1/4" *ATTACH PIGGYBACK WITH 3X8 TRULOX OR ALPINE PIGGYBACK SPECIAL PLATE. THIS DRAWING REPLACES DRAWINGS 634,016 634,017 & 847,045 EXTREMEREQUIRE INSTALL NG AND BRACING' REFER TOIB 91 HANDLINGININSTALLINGAND BRACING), PUBLISHED MAX LOADING REF PIGGYBACK BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR u SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, M. 55 PSF AT DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL •. -w� HAVE A PROPERLY ATTACHED RIGID CEILING. �� •T••• �` -*IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE .33 DUR. FAC. DRWG PIGBACKB0699 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, 50 PSF AT —ENG DLJ/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 25 DOR. FAC. APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA : STATE O ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF �Q•t 47 PSF AT ALPINE ENGINEERED PRODUCTS, I RUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER o gg,yy1NGS 1b0 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL s• �R��*• .I5 DOR. FAC. POMPANO BEACH, F Er1NEERIN6�RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE •'••• SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. Oct Il CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 1 t�h'� vole- f,�i4� fV �- � FH Date 02— Heated 2.Heated Square Footage @ $ per sq ft = $ Garage/Shed b @ $ per sq ft = $ Carport/Porch _@ $ per sq ft = $ Deck @ $ per sq ft = $ Patio 05 @ $ per sq ft = $ TOTAL VALUATION : $ 1�0 Tota Va uation 1st $ 10 LN, ()®O � L � $ Remainin Value $ .00Per thousand portion thereof TOTAL BUILDING FEE $ ( � + 1/2 Filing Fee $_ (p ) Fireplaces @ $15 . 00 $ -/ OT- - BUILDING PERMIT FEE $ � 1 WATER IMPACT FEE $ '�4 SEWER IMPACT FEE $ /1 .S-�� WATER METER/TAP $ _ CAPITAL IMPROVEMENT $ SEWER TAP $ (/1-/2f) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ --6- HYDRAULIC SHARES $ '-0 - CROSS CONNECTION $ ' SI (.2010 SURCHARGE . 0050 $ 8 0TH R $ 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: FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: WW Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 2014.0 33.05 11983.0 Double,Clear W 1.5 6.0 36.0 36.99 0.91 1216.2 Double, Clear W 10.0 7.0 6.0 36.99 0.46 101.4 Double,Clear N 1.5 2.5 6.0 19.22 0.80 91.9 Double, Clear N 1.5 4.0 16.0 19.22 0.88 271.0 Double,Clear E 1.5 11.5 36.0 40.22 0.99 1431.1 Double,Clear E 1.5 6.0 36.0 40.22 0.91 1321.7 Double,Clear E 1.5 7.0 54.0 40.22 0.94 2038.1 Double,Clear S 14.0 6.5 20.0 34.50 0.45 308.5 Double, Clear S 1.5 10.0 18.0 34.50 0.96 596.2 Double, Clear S 1.5 19.0 18.0 34.50 0.99 616.4 Double, Clear W 1.5 2.0 8.0 36.99 0.60 178.3 Double,Clear W 1.5 9.5 30.0 36.99 0.97 1081.7 Double,Clear N 1.5 5.0 15.0 19.22 0.92 263.9 Double,Clear N 1.5 5.0 15.0 19.22 0.92 263.9 As-Built Total: 314.0 9780.4 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 214.0 0.7 149.8 Frame,Wood, Exterior 11.0 1278.0 1.70 2172.6 Exterior 1278.0 1.70 2172.6 Frame,Wood,Adjacent 11.0 214.0 0.70 149.8 Base Total: 1492.0 2322.4 As-Built Total: 1492.0 2322.4 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 17.8 2.40 42.7 Exterior Insulated 20.0 4.10 82.0 Exterior 20.0 6.10 122.0 Adjacent Insulated 17.8 1.60 28.5 Base Total: 37.8 164.7 As-Built Total: 37.8 110.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1549.0 0.60 929.4 Under Attic 30.0 1590.0 0.60 954.0 Under Attic 19.0 240.0 1.10 264.0 Base Total: 1549.0 929.4 As-Built Total: 1830.0 1218.0 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 171.0(p) -37.0 -6327.0 Slab-On-Grade Edge Insulation 0.0 171.0(p) -41.20 -7045.2 Raised 128.0 -3.99 -510.7 Raised Wood,Adjacent 19.0 128.0 0.40 51.2 Base Total: -6837.7 As-Built Total: -6994.0 EnergyGauge®DCA Form 60OA-97 EnergyGauge@/ResFREE'97 FLR3PA 203 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: ijt;RSub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2014.0 10.21 20562.9 2014.0 10.21 20562.9 Summer Base Points: 29124.7 Summer As-Built Points: 27000.2 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 27000.2 1.000 1.047 0.341 1.000 9648.3 29124.7 0.3573 10406.3 27000.2 1.00 1.047 0.341 1.000 9648.3 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 10 ?Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 2014.0 9.76 3539.9 Double,Clear W 1.5 6.0 36.0 10.77 1.02 396.7 Double,Clear W 10.0 7.0 6.0 10.77 1.20 77.5 Double,Clear N 1.5 2.5 6.0 14.30 1.01 86.8 Double, Clear N 1.5 4.0 16.0 14.30 1.01 230.2 Double,Clear E 1.5 11.5 36.0 9.09 1.01 330.3 Double, Clear E 1.5 6.0 36.0 9.09 1.04 338.9 Double,Clear E 1.5 7.0 54.0 9.09 1.03 503.9 Double,Clear S 14.0 6.5 20.0 4.03 3.54 285.2 Double,Clear S 1.5 10.0 18.0 4.03 1.01 73.5 Double, Clear S 1.5 19.0 18.0 4.03 1.00 72.2 Double, Clear W 1.5 2.0 8.0 10.77 1.13 97.7 Double,Clear W 1.5 9.5 30.0 10.77 1.01 325.1 Double, Clear N 1.5 5.0 15.0 14.30 1.00 215.4 Double, Clear N 1.5 5.0 15.0 14.30 1.00 215.4 As-Built Total: 314.0 3248.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 214.0 3.6 770.4 Frame,Wood, Exterior 11.0 1278.0 3.70 4728.6 Exterior 1278.0 3.70 4728.6 Frame,Wood,Adjacent 11.0 214.0 3.60 770.4 Base Total: 1492.0 5499.0 As-Built Total: 1492.0 5499.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 17.8 11.50 204.7 Exterior Insulated 20.0 8.40 168.0 Exterior 20.0 12.30 246.0 Adjacent Insulated 17.8 8.00 142.4 Base Total: 37.8 450.7 As-Built Total: 37.8 310.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1549.0 1.20 1858.8 Under Attic 30.0 1590.0 1.20 1908.0 Under Attic 19.0 240.0 2.00 480.0 Base Total: 1549.0 1858.8 As-Built Total: 1830.0 2388.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 171.0(p) 8.9 1521.9 Slab-On-Grade Edge Insulation 0.0 171.0(p) 18.80 3214.8 Raised 128.0 0.96 122.9 Raised Wood,Adjacent 19.0 128.0 2.20 281.6 Base Total: 1644.8 As-Built Total: 3496.4 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 203 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 't,Sub: HIDDEN PARADISE, Plat: , , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2014.0 -0.59 -1188.3 2014.0 -0.59 -1188.3 Winter Base Points: 11805.0 Winter As-Built Points: 13754.4 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 13754.4 1.000 1.064 0.474 1.000 6931.1 11805.0 0.5340 6303.8 13754.4 1.00 1.064 0.474 1.000 6931.1 EnergyGaugeTA/ DCA Form 60OA-97 EnergyGauge@/ResFREE'97 FLR3PA 203 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot: 11:9, Sub: HIDDEN PARADISE, Plat: , , , 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 4 2746.00 10984.0 50.0 0.88 4 1.00 2746.00 1.00 10984.0 As-Built Total: 10984.0 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 10406.3 6303.8 10984.0 27694.1 9648.3 6931.1 10984.0 27563.4 PASS 0, ZHE*ST9 IV T�o�n f�COD �� EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 203 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details [ADDRESS: Lot: U*,%ub: HIDDEN PARADISE, Plat: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE _ __- _-- _-- Exterior Windows& ECK Doors .606 1 ABC 1.1 -, Maximum 3 cfm/sq ft.window area _5 cfmJsq.ft. door area Exterior&Adjacent Walls 606.1.ABC.1.2.1 I Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed,to, tion to Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8 ' seale ed unless truss or joint members. I EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings, penetrations of ceiling plane of top floor;around shafts,chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed; or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with <2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. - COMPONENTS_ SECTION _ _REQUIREMENTS_ _ _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Spas must have a pump timer.Gas spa&pool heaters must have a minimum thermal Swimming Pools&S as 612.1 Sas&heated pools must have covers(except solar heated). Non-commercial pools efficiency of 78%. Shower heads -__ 612.1._ Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. j Ducts in unconditioned attics: R-6 min. insulation. _HVAC Controls _ ' 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 1 604.1,602.1 , Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. I Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/ResFREE'97 FLR3PA 203 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.9 The higher the score, the more efficient the home. Lot: 0, Sub: HIDDEN PARADISE, Plat: , , , 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:42.0 kBtu/hr _ 3. Number of units,if multi-family 1 - SEER: 10.00 4. Number of Bedrooms 4 - b. N/A - 5. Is this a worst case? Yes _ - 6. Conditioned floor area(ft') 2014 ft' c. N/A 7. Glass area&type - - a. Clear-single pane 0.0 ft= _ 13. Heating systems b. Clear-double pane 314.0 ftz - a. Electric Heat Pump Cap:42.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 - HSPF:7.20 - d. Tint/other SC/SHGC-double pane 0.0 ft' b. N/A - 8. Floor types - - a. Slab-On-Grade Edge Insulation R=0.0, 171.0(p)ft _ c. N/A - b. Raised Wood,Adjacent R=19.0, 128.0ft' - - c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=11.0, 1278.0 ft' _ EF:0.88 b. Frame,Wood,Adjacent R=11.0,214.0 ft' - 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, 1590.0 ft' - 15. HVAC credits - b. Under Attic R=19.0,240.0 ft' - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH:Garage Sup. R=6.0, 180.0 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) yo�111E S74TFo in this home before final inspection. Otherwise, a new EPL Display Card will be completed . ,,. _ based on installed Code compliant features. Builder Signature: Dater a Address of New Home: City/FL Zip: rl,00b W_ SS *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This isnot a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar114designation), your home may qualify 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 8501487-1824. EnergyGauge®(Version: FLR3PA 203) Residential System Sizing Calculation Summary Project Title: Class 3 Rating 2014 2-story Registration No. 0 Climate: North 9/21/2001 Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity 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 33237 Btuh Total cooling load calculation 41221 Btuh Submitted heating capacity 42000 Btuh Submitted cooling capacity 42000 Btuh Submitted as % of calculated 126.4 % Submitted as % of calculated 101.9 % WINTER CALCULATIONS Winter Heating Load for 2014 sqft) Ducts(5%) Load component Load Window total 314 sqft 8666 Btuh end—s`26%' Wall total 1492 sqft 4730 Btuh ntii.(29%) Door total 38 sqft 525 Btuh Ceiling total 1830 sqft 2547 Btuh ',, Floor total See detail report 5382 Btuh Ceilings(6%) Infiltration 235 cfm 9804 Btuh s Subtotal 31654 Btuh 0°°rsc2%' x u VValls(t 4%) Duct loss 1583 Btuh Floors(,6%) TOTAL HEAT LOSS 33237 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2014 sqft) Load component Load Window total 314 sqft 15575 Btuh Latent internal(3%) Wall total 1492 sqft 2843 Btuh Latentlntl(,8%) Door total 38 sqft 401 Btuh Ceiling total 1830 sqft 2864 Btuh VNnd°ws(38%' Floor total 0 Btuh nt.Gain(9%) 'e Infiltration 218 cfm 4550 Btuh Internal gain 3600 Btuh Ducts(7%) ' Subtotal(sensible) 29833 Btuh Duct gain 2983 Btuh InfiI.C1 I% Ceilings(7%) Total sensible gain 32817 Btuh Doors(,%) Wallsc7%) \-atent gain(infiltration) 7254 Btuh The sizing method usedwqs EnergyGauge®System Sizing. Latent gain(internal) 1150 Btuh �.. Total latent gain 8404 Btuh PREPARED BY: TOTAL HEAT GAIN 41221 Btuh DATE: EnergyGauge® FLR3PA 203 6C1FM1 :-.ARSON &'ASSOC'IATES FAX NU. :904 396 2633 Feb. 11 2.002 01:191`11 P1 ASJ PLOT "F TO 47 SHOAWN ON MAP OF T-4—i :k�T I�AIIAJ)ir c-s F; RU011L1kD IN PLAT WOK PAGES YWROUQH OF THE CURRENT PLOLIC RECORDS Op DtjVAL MUN, ry. FLORIDA- MR.- TNC. uftw�lkxm7w"WRIN-0 mr-ow-.1-1 6.41 I PLAT. A City rof Atlantic 8esch Planning Zoning D"sr*" aPPH)Va"Veri es compliance wa (Ig sub NO on and othqr local land -ne-it requi tions, but does flie 's rW Constitute 01-icja Pj,, ance of permfts. Compliance iid,n Code ands other applicable h-'%;late inn -� . ral permiffing requirements `?rjfiPri b,, nature of Rth ', Ei v1din. 0 iaj prior to e JbY of Aflardic Pe—, suan" of a -nit. L 0 r L ro 1 c provedSy;. 0 un D velopmert te: bu =0 ---------- - Z-kAQ_ TMPLIC --zz. :0 r 7' t JA 'rte r I PROPOSED OW-LINC 12I A �A 0 '30 6 Z J AL (41-, 1 'p-Vm rim of 0 f4 41 i6'ORANA(;t FAtEUFNT-.</ i V I LAURE7L WA Y (50, FZ/wj `B- DRAINAr-E! NOTE: YHEW(SHOVW HEREON ApppARS To IF VAnN WAPS,CdMk*j%-TY PANEL L AND-"W ay.i� DATE 2002. 1943 N'AIJ)Q AVD4UJ. Receik,ed tie -11- 7:Hpm C=TYOF 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 -- TELEPHONE(904)247-5800 FAX(904)247-5805 SUNCOM 852-5800 DATE 2--G 2--- JEA Construction & Maintenance 1 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 -3 114 7 Please call me at.904-247-5826 if you have any questions. Sihcetely, ATLANTIC BEACH BUILDING DEPARTMENT CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233-Tel: 247-5826- Fax: 247-5877 ELECTRICAL PERMIT -PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24133 Address: 1482 LAUREL WAY Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: TEMPORARY POLE Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: HIDDEN PARADISE Est. Value: Parcel Number: Improv.Cost: OWNER INFORMATION Date Issued: 5/22/2002 Name: 'BESTCON Total Fees: 25.00 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 25.00 JACKSONVILLE BEACH, FL 32250 Date Paid:. 5/22/2002- Phone: (904)246-3747 Work Desc: CS#6 50AMPS 1 PH 3W 240V ALUM TEMPORARY POLE CONTRACTORS APPLICATION FEES DYNAMIC ELECTRIC COMPANY, PERMIT 25.00 MR3 W ;s }' ` �' ��f a'1�'r+ss'"a�le'`yrr -er`e•'�Ydst�9i"y�, s.' y.x�u•�t'!�r-4'+`.��a^",*!,� ai+��r � :� . . - .�� .'�•,� F "ate,:Y .n...�.1..��.'iv1�'�x'''�rs'v_'�ic�-'e.�"+9j,�`'' . nw3.r � * ..t�7' d"' +�'-• ?h• r `�+�'r� t ��4z' y'*°vY� �`�• ?.� 3k .e.� 'Ir` .. X� O i+ Y3��Y.*+Y .�P�^�-3'S��S'r L� '7�T3'+3Y�v�G T^ �Nir 3•�� d ,3..� _� •'�auH� 'RX�u �yy�3,�`Sr r �� it`r�•+c^•^4 ay"i.�7�.;.''aT�k�a.':•-•ems„ •c ,Ya•' � .�•"o- ,� '4 '�7r R -t`"a i4?< ✓. T -- F 's"c" 3r y •5i.,��+. a2`�"arb ny, '`c •n.n�'-'�'- .'.9+ � �T *-�, ��'y ..� +.}.tea 'F.�•f3 `a"� 3. . <w. ,y9* sd� '�swA. itiit ya l "+�i�y '-*L. x�'°.J K ,yti ,"IFi 'f -�►' - e' 19M,111,11, �.�.. �+v�•= �.r ,,,'i�'`� _ 1i .�S�,�J,r •�-��'j�' a ��z� ' y,� �fi�_ ,♦ '�"��- r a;.•�'r�+��*�' .rJ''u�,�"�5...�r.,.y. �Jw" �;a �",��ix _ ,�r . ,,,, '",�s.�• 'SVt -w yyx'i q, �'i a a wry �y' a s +L• a •r+ ' - .ci. -a..r y,.•r �°'4. irs�zyu.�..•3Jw9`:R'i"` �?`•rr^s: -s..•�*-d'•r n•" 3 - NOTICE � � � ,. �- CTION . � —rte- �;.SFa fi to ix 'r•dn.,,�. 1. r '`� 5 d� :_ 'a A t•.,x•� ...•m�''?a*h �ys BUILDING MATE THIS WOfICIl/II�STt3 I;' E 1 SPACE,AND MUST BE CLEAR - ' 3Y lH t✓O }'1C � � �� . . ..,%.•� ��»>.`+t+�.". ,...'�wC�'w.'a�-r�. �a Sr�w-�a ''in" •' p yam`a.,�.'�•r"�+.x•,Y'?a=r�t3�n.-Sem{ r.t`}� .., .' :.: "FAILURE TO.QO #? .,_ . , � ' � 1` E. PROPERTY OWN # `" ISSUED ACCORDING TOJ* � � � � CT TO REVOCATION ; '. s �} 4S # JE FOR VIOLATION OF APPLI _ Fit: "G ;. :,• ' {' • " - - _ Err: Emu �i��W IA �. . FA*:. 5w/M��f,1► : 61! J2 0 /17A � .. ATLANTIC BEACH BOILDI DEPT:' an h91 OOIRT , cz cum Tris +ate: 5/22/02 'Ti8q: 16:86:44 r 1 CITY OF TLANTIC BEACH, FLORIDA by A►►LIG ION FOR ILECTRICAL ►IRMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GI EN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WEHERESY AGREE TO PERFORM SAID WO IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN AC ORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. LUtRIG&LIRM: LECTR—LCIAN SIGNATURE NAMEDORESS: �5�8� ina�wRFD BOX BLDG.SIZE �—BETWEEN. RES.( i APT.( I COMM.1 PUBLIC I I INDUS.i 1 NEW( 1 OLD I 1 REW.( ) AOOITION( I TRAILER( ) TE . SIGNS I l SC.FT. SERVICE: NEW ) INCREA IF( 1 REPAIR( 1 FEE 221!RygM SIZE '+" AMPS COPPER I ALUM. rm_TCH OR OREAKEII AMPS PH 3 W ��VOLT EXIST.SERV.SIZE AMPS PH W VOLT RACEWAY FEEDERS NO. SIZE _ SIZE NO. SIZE LIGHTING OUTLETS COAs EALED . OPEN TOTAL �_. RECEITACLES �� CONCEALED OPEN _ TOTAL _ iW ITCNso&Mrs. >ti INCANDESCENT FLUORESCENT S M.V. t FIXED o-ioo Amps. APPLIANcES __ BELL TRANSF. � AIR H.P.RATING H.P.RATING CONDITIONING COMP.COMP.MOTOR THER MOTORS AMPS CEIL HEAT: KW-HEAT 1161 MOTORS H.P. VOLTAGE ' PHS NO. I ► VOLTAGE PHS I MISCEL ANEOUS TRANSFORMERS: UNDER 800 V.i OVER 800 V. NO. A I NO. KVA NO.NEON TRANSF. NO. V MA. MOTOR SIZE SWITCH FLASHER EACH SIGN 1 . _ FORWARDED TOTAL FEES i CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road-Atlantic Beach, FL 32233 -Tel: 247-6826 - Fax: 247-5877 PLUMBING PERMIT L;__.___._.__. __-PERMIT INFORMATIt3N_____._____.--------_.T LOCATION IN t)RMATfQN Permit Number: 23-789 Address: 1484 LAUREL WAY 1 Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 j Class of Work: NEW Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s)AI q Block: Section: Square Feet: Subdivision: HIDDEN PARADISE j Parcel Number: Est. Value: Improv. �-� . BER��P4RNtATit3N Date Issued: 4103/2002• Name: ES _�_- ---_•-- _' TCON INC. Total Fees: 71.00 1 Address: 2440 SOUTH BEACH PARKWAY Amount Paid: 71.00 JACKSONVILLE BEACH, FL 32250 Date Paid: 4/02/2002 Phone: (904)246-3747 Work Desc: INSTALL 16 FIXTURES CONTRACTOR( APPLICATION FEES - MI .00 BESTCON, INC. 71 74 e. gg n» ITT ft ��,�� : c S� � � 1r�sx .„a,,.=*z �R�3•'�lrr"`�:.' +�'°•ortn 1°''�r, '!)Fr �.`�nt;�1�'�%�;�i � `�4' �. NOTICE IN% T. lO O S } TO#. PEGTION i BUILDING .... �R140 $I I�VOR D IN PUBLIC SPACE, AND MUST B D HU �`I : 'YITk{E OWNER "FAILURE TO COMPLY LT IN THE . PROPERTY OWNER PAYI ISSUED ACCORDING TO APPROVED P MIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIO i Oper: DSM(ITH Type: OC Drawer: 1 f Date: 4/04/82 81 , Receipt no: 46967 — ""-=z- -- 14 PERMITS-BUILDING 1 $71.08 AT TIC BEAC BUILDING DEPT. Trans number: 881481 Qi. s Trans date: 4/04/02 - Time: 14:37:22 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT Bldg. Permit# �-15,r JOB LOCATION: OWNER OF PROPERTY: ha-4_ BUILDING CONTRACTOR: 12)t,51--c_.C)n PLUMBING CONTRACTOR Don Harris Plumbing, CQ. AND ADDRESS: P.O. Box 14668 �.lacksonviller FL 32210 TELEPHONE NUMBER: (904) 772-0900 ' STATE LICENSE NO: CFC019194 TYPE`-OF BUILDING: New Construction TYPE OF WORK: New Plumbing j HOW MANY OF THE FOLLOWING FIXTURES INSTALLED SINKS SHOWERS `-� LAVATORY WATER HEATERS BATH TUBS DISHWASHERS iURINALS / DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURE COUNT: / x $3.50 + $15.00 = $ t 1 ------------------------------------------------------ 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 • 1 1 1 /i • 1 i6-1 1 -' _��,,..r• r t Ti �'+" +-.... Lam' � - t'g. .z -_; t..4, + r -- • � � t, vs 's ?x. � ``o�S �Rku 6��'�'...x-+a,..y�r �+t.Yi, �-,.r� _ � t-s ?'!t - • _ j o-T - z raur ■ 3�1 * .4'ai '� a -rr � e.t �y`��.I��i•�� i.7lti i�'��A-�i3 '+ �. kirkO �-��..fi��i�s ��. tress� � �� x, •`$� "` 1 • � � •�9� ~T�i i at� 4� '. �` T 1 � 'S 1 M-- - � G ,5� � ��•�~ • • • � 1l , r r 1 BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT IMPORTANT—Applicant to complete all items in sections I,II,III, and IV. I. StreeW LOCATION OF Intersecting Streets:Between And BUILDING Sub-division 9 II. INDENTIFICATION—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 attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ) ordinances and standards of good pLuctice listed therein. / Name of Mechanical l Contractors Contractor Print Cif Master /7 �d Z Name of Property 8'051- `C O / Owner F.! Signature of Owner Signature of Or Authorized Agent Architect or Engineer 19 III. GENERAL INFORMATIO A. Typeof heating fuel: B. Gr Electric IS OTHER CONSTRUCTION BEING DONE ON THIS ❑ Gas: _LP _Natural _Central Utility BUILDING OR SITE? V<Q.S ❑ Oil ❑ Other—Specify IF YES,GIVE NUMBE OF CONSTRUCTION PERMIT 5- . 0 0 0 IV. MECHANICAL EQUIPMENT TO BE MATURE O�WORK [� Residential or _ Commercial INSTALLED @�"New Building (Provide complete list of components orJ)mck of this form) ❑ Existing Building WK Heat _Space _Recessed _✓Central Floor ❑ Replacement of existing system Gr-Air Conditioning: Room 4entra d'— New Installation(No system previously installed) 1 O I /jam k"Quct System: Material Thickness ❑ Extension or add-on to existing system ! � Z) Maximum capacity_ cfin EIOther- Specify 13 Refrigeration ❑ Cooling tower: Capacity gpm ❑ Fire sprinklers: Number of heads THIS SPACE FOR OFFICE USE ONLY ❑ Elevator: _ Manlift_Escalator (Number) (Received) ❑ Gasoline pumps (Number) ❑ Tanks (Number) Remarks ❑ LPG containers (Number) ❑ Unfired pressure vessel Permit Approved by Date ❑ Boilers ❑ Other—Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving Tons Agency OA611rd TRW- BEATING NHEATING—FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving BTU Agency TANKS How Many Nominal Capacity Type Liquid Name of Serial Approving And Dimensions Contained Manufacturer No. Agency ��(, CITY OF -) �nti 4&6*a& l3wcA-&;&U-44 2 J Office of Building Official �' - REQUEST FOR INSPECTION Date 1 0 Permit No. Time A.M. Received (t �P.M. Q t n Job Address Locality 1 Owner's `J �� \ -Dq ./^�/al o-v Name �r� Contractor � not BUILDING CONCRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing ❑ Rough Wiring D Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab C Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final ❑ Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECTION j l A:M_ Mon. Tues, Wed, Thurs. Friday A.M. Inspection Made 6Z P.M. Inspector I,1•t' Final Inspection ❑ f Certificate of Occupancy ❑ Date CITY OF Office of Buildin Offtcfai REQUEST FOR SPECTION Date _ Permit N0.23s- Time Received P.M. Addr Local! Owner Name Contracto BUILDING CO CRE f E ELECTRICAL PLUMBING MECHANICAL Framing ❑ Footing - Rough Wiring G Rough Air Cond.& Re Roofing 0 Slab u Temp Pale G Top Out Cl Heating Insulation L7 Lintel ❑ Final ❑ Sewer Ct Fire Place d Pre Fab , READY FOR INSPECTION Mon. Tues; Wed. Thurs. Friday A.M, Inspection Made PM. Inspector Final Inspection❑ Certificate of Occupancy 0 Date CITY OF Office of Building Official REQUEST FOR INSPECTION Date Permit No. Time A Received .M. l/t�t ob Ad ress oca�ify Own C ` +- Contract ti' F1 ` iLDl�llEa CONCRETE ELECTRICAL PLUMBING MECHANICAL $Footing 0, Rough Wiring G Rough 0 Air Cond.& Q Re Rooting d Stab 0 Temp Pole E, Top Out 0 Heating Insuiatl 0 Lintel ❑ Final ❑ Sewer D Fire Place C' Pte Fab READY FOR INSPECTION Wed. Thurs. Friday_ .P"M. A.M. Inspection Made P.M. Inspector Final Inspection 0 Certificate of Occupancy G Date //►►�/_ �_�,,__ CITY OF �'Vrtii�x&- 'aBQCiz 4 Office of Building Official ;� ` REQUEST FOR INSPECTIO ` e 6 Date--y rt-^��-�-" Permit N . 55-59 Time A.M. Received �. � ____ P. Job Addres ocalityv Owner's Name 61/�-��} � ( Contractor BUILDING CONCRETE ELECTRICAL BING MECHANICAL Framing 0 Footing ❑ Rough Wiring D Rough _ Air Cond.& ❑ Re Roofing ❑ Stab 1] Temp Pole ❑ Tpp Out C Heating Insulation 0 Lintel 1] Final ❑ Sewer ❑ Fire Place E Pre Fab READY FOR INSPECTION 1 Mon, Tues, Wed, Thurs. Friday _____P.M. �W 0 �/jam A.M. Inspection Made � P.M. Inspector (/ti's _ Final Inspection O Certificate of Occupancy D Date CITY _O/F C 4&aa Be4ci�- Office of Building ffi ' I + REQUEST FOR INS CTION Date Permit No. Time A.M. Received P.M .Job Ad ss 'locality Owner's � — Name Contractec BUILDING NC ETE ELECTRICAL PLUMBING ME HANICAL Framing 0 Footing n Rough Wiring G Rough Cl Air Cond.& Re Roofing O Slab � Temp Pole C, Top Out [I Heating Insulation Q Lintel Final 0 Sewer [I Fire Place Q Pre Fab REA INSPECTION Mon. Tues. Wed. Thurs. Friday--QP ridayP.M. t A.M. Inspection MadeP.M. Inspector Final Inspection 0 Certificate of Occupancy 0 Date S & B EXTERMINATING CO . , INC . 215 Osceola Street Jacksonville, Florida 32204 (904) 389-3323 • Fax (904) 389-9606 Builder: ) e,,I ('(-)Y—) !L-� Lot#. !!I -fSubdivision: �j,�a f lqr4,r!/) ? Address: Noi Time & Date: t4 Ff Termiticide: 1 + ✓ % Gallons: Square Ft.: Linear Ft: Type of Fill:.. Slab Type: Mono Floating Other: Depth of Footings: Interior: Exterior: Areas not ready for treatment: Comments: _ T f ' 1 iJ f t Technician: + CITY OF + 18"CA- I 0S � a JIf a of Building Official 1026 WOU ST FOR INSPECTI '�,-3-3s� Date Permit No � -1 Time �`k# � A. Received jry — V. i y Ulf a- Job Address � Locality, Owner's Na mer—� __ �`' cot BUILDI CONCRETE ECTRICA PLUMBIN MECHANI L Fra C1 Footing C .Ing C - Air Co .& 17 Re Roofing 13 Slab ❑ Temp Pole C� Top Out 0 ea Ing Insulation ❑ Lintel ❑ Final ❑ Sewer C Fire Place ❑ Pre Fab READY FOR INSPECTION Mon. ues. Thurs. Friday P.M. Inspection Made Ulf cz- PM. Inspector Final Inspection C3 IT Certificate of Occupancy C7 Date k p1LANrj�, �L�RIpQ► OF JOB ADDRESS DATE t a g LAtk&j MtS4 _ _ 6 d am THIS JOB HAS NOT BE N COMPLETED The following additions or corrections shall be made before the job will be accepted s $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC are in the office-from 8:00 a.m.to 5:00 BLDG p.m. Monday through Friday. PAGE 1 Date: 01/30/2002 MANNING BUILDING SUPPLY LOG # : B0024F .. TRUSS DIVISION JOB #: JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 16"/12 customer: BESTCON HOMES Job Name : PLAN #2185 Address : 2440 South Beach Parkway Address : LOT 20 HIDDEN PARADISE Jacksonville Bch, FL. 32250 )esigner: KEN -------------------------------------------------------------------------------- )tyj Span I O.H. I O.H. I Description -------------------------------------------------------------------------------- 1 316" 0 ' 0 ' F1 1 5 ' 91112 0 ' 0 ' F2 3 10 ' 8" 0 ' 0 ' F3 3 13 ' 4" 8 0 ' 0 ' F4of of F5 4 11' 9" 8RAISED 0 ' 0 ' F6 SEALS 14 15 ' 3" 0 ' 0 ' F7 ** Hardware Floor ** 2 THA422 SY42 Hanger ** Beams ** 2 6 BM-1 GPLAM 16" -------------------------------------------------------------------------------- 27 - Trusses 2 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 2 - # of Beams 0 - # of Rim Board --------------------- 27 - Total Trusses 77' -- - 50' + SO' 1. DO NOT CUT OR ALTER TRUSSES, UNLESS ! APPROVED BY TRUSS OFFICE 17' +-N—F-N+-8'8" 36'7"8 + 10' --I 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT I FS ACCORDANCE WITH THIS LRYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED CD I F4 IN WRITING BY TRUSS PLANT MANAGER in ^ 4. APPROVED BYLL = I N OD i ¢ in APPROVAL DATE: N m , m N DEL. DATE 1 mw i km F2 a _ MANNING BLDG . SUPPLIES 13'2"4 28'3"8 n 16" DEEP SY42 FLOOR TRUSSES z m m JOB = B0024T CUSTOMER= BESTCON INC LOC : LOT 20 HIDDEN PARADISE DESIGNER =KEN PARKER 1 - I —15' —1 ►-5'1" 46' + 10' -I Ok" (B0024F-PLAN #2185 Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N GIRDER SUPPORTS: 6-0-0 SPAN TO TC ONE FACE AND 2-0-0 SPAN TO TC/BC SPLIT BOT CHORD 4x2 SP #2 N OPPOSITE FACE. WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. lI5° Typ. l W1.5X4 III Wl.5X4(R) - W3X3= W3X3 W1.5X4(R) --3 T T 1-4-0 1-0-8 1-0-8 9-1-2 W3X3= W2X4 III W3r'5= 3-6-0 Over 2 Supports R=345 W=3.5" R=345 PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 FL/-/3/-/E/-/- Scale —RACING WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND ��tC�lttltlt�� TC LL 40.0 P S F R E F R151--61414 BINSTI TUTE,RE583 DFER �ON0FRIG DR HANDUITE NG 200TAM ADN SONNDWBRAC53719),PUF OR SSAFETY PR ACTT CES(TRUSS PRIUR ATO �� G R P ��i� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� /G''iTC DL 10.0 PSF DATE 01/30/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. — `*IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIN'EREO �� BC DL 5.0 P S F D R W HCUSR151 02030166 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 o.22839 = B C L L 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN G SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 5 5.0 P S F S E A N - 12282 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ` i EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CUNNEC TORS PER �' . iC�OR,Op.' �` DRAWINGS 16D A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OFWN THE SO I PHOfESSIDNAL ENGINEERING Imo'n1y \ `�� rDUR.FAC. 1.00FROM KP AIp1lt irieSC>Ty�FIPr33$44 A Inc. RE SPONOMPUNENBILITFORYANOLEL PARTIOULARR THEBJ1 SS C DIN GO ISUTHETRFSPONSIBIOIJY OF THE BUIICIINGTA B IDESLOWER,AN PER THIS Jan/3Y Fp ```�� PAC I NG 24.0" FL Certificate of Authorization 567 ANSItTPI 11995 SECTION 2. (B0024F-PLAN #2185 F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT BOT CHORD 4x2 SP #2 N RIGHT END FROM 8.09' STUD WALL (13.75 PSF) SUPPORTING 4-0-0 ROOF SPANS WEBS 4x2 SP #3 WITH 2-0-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 22.00 PSF DL. H = SIMPSON THA422 FILL ALL NAIL HOLES W/ 16d COMMON NAILS. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. NOTE: SPECIFIED HANGER(S) BASED ON SOUTRHERN PINE LUMBER VALUES. REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. ** NEGATIVE REACTION OF -365# MAX. (SEE BELOW) FROM A NON-WIND LOAD CASE REQUIRES UPLIFT CONNECTION. 15" Typ; W1.5X4 III W3X3 W1.5X4(R) - W3X3= W5X7 = W1.5X4(R) 1 4-0 1 0-8 1-0-8 ** +9-1-2 W3X5= W3X3= W4X4- W2X4 III W2X4 III L-2-0-0--3;-j �5-9-12 Over 2 Supports R=-365 ** R=1433 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c CITY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND `NtCCltiilll/1" TC LL 40.0 P S F R E F R 1 5 1--6 1 4 1 5 INSTITUTE,RE 583 DFER G ONOFRIO DR BAN SUITE 200, MADDLING ISONNDWBRACING),53719),PU FOR S SAFETY PRACTICES BY TPI U PRIOR SS ATO \\\\`�4 R P.F,��i STRUCTURAL PA NELSFUBOTTOMNCTION SCHORDUNIF ESHALOLHHAVESA PROPERLYDATTOACHEHORIGIDACEILING_PROPERLY ATTACHED r��P S1AI*- /Ij��j�/ TC DL 10.0 P S F DATE 01/30/02 1 ,9 'y y **IMPORTANT`* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED r '�� BC DL 5.0 P S F D R W HCUSR151 02030167 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS BE IGH; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO .22839 = B C L L 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN — SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER AS AND TPI. ALPINE , STATE OF CO NNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 'i ��• ` TOT.L D. 5 5.0 P S F S E Q N - 12266 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �C ,�. DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ��1�(f•,•�ORIOP:•�•l(`v��` OUR.FAC. 1.00 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS �j `�/ tlalneSClty,F1. 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE 8UILDING DESIGNER, PER Jan 3�� GR DEI `\\\ SPACING 24.0" FL Certificate of Authorization#567 ANSIITPI 1-1995 SECTION 2. 'H (B0024F-PLAN #2185 F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 THIS TRUSS SPACED @ 24.0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT RIGHT END FROM 8.09' STUD WALL (13.75 PSF) SUPPORTING 4-0-0 ROOF SPANS DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. WITH 2-0-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 22.00 PSF DL. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 3-3-14 24" 5-4 15, Ty p,. W3X3= W1.5X4 III W4X4 W3X3= W1.5X4 III W5X7 - W3X3 W1.5X4(R) = W1.5X4(R) —F 3 1-4-0 1-0-8 flNA- f\'l/ 1-0-8 It I . I ,&. . +9-1-2 W3X3= W3X3= W4X4= W3X3- W4X4=— W2X4 III W2X4 III W2X4 III L--i-2-0-0--;;j 10-8-0 Over 2 Supports J R=359 W=3.5" R=1453 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:3 FL 3 E - Scale =.375" Ft. **WARNING*" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING ANJ �ttlptl4l/� T C LL 40.0 P S F R E F R151- -61416 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE o�•��E R P �i INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO •� T C D L 10.0 P S F DATE 01/30/02 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED ``� �.��C� /�I,' STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. C` `*IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �((� B C D L 5.0 P S F D R W HCUSR151 02030168 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO I B C L L C E O P S F HC-ENG E J R/W P F BUILD THE TRUSSES [N OR ANC WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND o.22839 ALPINE BRACING SPECIFICOF TRUSSES. THIS DESIGN CONFORMS WITH AEST PPLICABLE PROVISIONS OF NDS (NATIOLPINAL DESIGN nllL CONNECTORS]ARE MADEOF20GABY T AST MM A653AGR40R GALV. STEEL EXCEPT]AS NOTED AP T AP PLYAC ON NECTORS TO STATE OF T 0 T.L D. 55.0 P S F S E Q N - 12269 EACH FACE OF TRUSS, ANO UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��•••IC� P • ` D WIN RA GS T IS DRAW NG NDICATES AIplIllTauginceredProdllgccs,Inc, RESPONSIBILITYASOOLPARTFGULARTHE BUILDINGUMPOIS THETRDESIGN SPONSIBIOWTVEOFA HE BUILDBNGIDEOiGNERSEPEORERHNS �• c�` FR pEN�� DURAC. 1.00 FROM KP FL Certificate ofAuthorization#567 ANSI/TPI119U5 SECTIGN 2Jdn 3f�riq t1ta NG 24.0" (B0024F-PLAN #2185 - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 MAX JT VERT DEFL: LL: 0.23" DL: 0.24" RECOMMENDED CAMBER 1/4" THIS TRUSS SPACED @ 16,0" OC SUPPORTS ADDITIONAL CONCENTRATED LOAD AT TRUSSES TO BE SPACED AT 16.0" OC MAXIMUM. RIGHT END FROM 8.09' STUD WALL (13.75 PSF) SUPPORTING 8-0-0 ROOF SPANS WITH 2-0-0 OVERHANG. ROOF LOAD: 20.00 PSF LL AND 22.00 PSF DL. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. ** NEGATIVE REACTION OF -298# MAX. (SEE BELOW) FROM TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. A NON-WIND LOAD CASE REQUIRES UPLIFT CONNECTION. 3-3-14 I 24" L f f B-0-10 -I I Ty p,. W5X5= W2X5 III W6X6= Wl.5X4(R) = W5X5= W2X5 III W5X7 = W5X5 = W4X4= Wl.5X4(R) 1 4 0 1 0-8 1-0-8 +9-1-2 W3X5= W4X4= W5X5= W3X5= W4X4= W3X5- W2X4 III W2X4 III W2X4 III 1, 4-8-8 J rE 13-4-8 Over 2 Supports R=96/-298 W=3.5" R=1534 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:3 FL/-/3/-/-E/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R 1 5 1--6 1 4 1 7 BRACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE {tlltlU Hy PERFORMING THE SEDFONCOTIONSURUNLESSTOTHERWo.ISEDINDICN.ATED, TOPICHORDFOSHALLFETY HAYEPPROPERLY CES ATT ACH'�D `tom```` •E R P��j'%,'� T C D L 10.0 P S F DATE 0 1/3 0/0 2 _1 M PORTANTSIR TURAL `pNEL FURNISHOTT A COPYOFTHISALLH DES IGNP TOP THEY INSTALLATION CONTRACTOR. ALPINE ENGINEERED �`` 1�'C'9J�-v'i BC DL 5.0 PSF DR HCUSR151 02030169 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, [N ST ALLIOF ANO • No.22839 BC LL 0.0 P S F HC-ENG E J R/W P F 7ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DE SIGH SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' STATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 P S F S E A N - 12273 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '. Alpine Engineered Products,Inc. RESPONSIBILOTY SOLELYTFORHE STHE EAL ORUSSICOMPONENG DEDSIGNTSHOWryACCEPTANCE THE SUITABILITYPROFESSIONAL AND USEIOFETHNS /''' 4" •�C�RiOP`�&' D U R.FAC. 1.00 FROM K P Haines City,FI, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan��S/Y ��CDENG�. SPACING 16.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. �� (B0024F-PLAN #2185 F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. SPECIAL LOADS SEE DWG GBLSY42AO699 OR GBLSY42BO699 FOR GABLE DETAILS. ------(LUMBER DUR.FAC.=1.00 / PLATE DUR.FAC.=1.00) TC From 630 PLF at 0.12 to 630 PLF at 13.25 BC From 10 PLF at 0.00 to 10 PLF at 13.38 W3X3= W3X3= W1.5X4(R) = W3X3 III W3X3 III W3X3 III W3X3 III W3X3 III W3X3 III W3X3 III W3X3 III W3X3 III W1.5X4(R) T T 1-4-0 1-0-8 FIN- 1-0-8 -1-2 WD4III W X - W30 W2X4III �E 13-4-8 Over Continuous Support R=628 PLF W=13-4-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:1 FL 3 - E/-/- Scale —WARNING*' TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 40.0 P S F R E F R151--61418 BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %11111111Jl PERFORMING THESEDFUNOCTI01S.IO R LESSTOTHERWISEDINDNCATED. TOPICHORDFOSHALLFHAVEPPR0PERLYRACTI ES ATTACHED `�`PR OR TO ``e`ER}}P Fjw',i, TC D L 10.0 P S F DATE 01/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. `� . 1(�'••�,-✓Ij'ice "IMPORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED /� �J�•" i BC DL 5.0 PSF DRW HCUSR151 02030170 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO C BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SHIPPING, INSTALLING AND �• �O n^p�^ BC LL 0.0 P S F HC-ENG E J R/W P F YALPINE BRACING OF TRUSSES. IS OE S[GN CONFORMS WITH APPLICABLE PROVISIONS OF No (NATIONAL DESIGN GLO SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPi. ALPINE STATE OF CONNECTORS ARE MADE OF 2OGA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 5 5.0 P S F S E A N - 12284 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER '� ,��pN DRAWINGS 160 A-Z. THE SEAL UN THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I�j`GI• .cC ORIOD U R.FAC. 1 .00 FR0M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS �/, ` Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER , i3'��pENG```�`� SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Jan p�� ,�� (B0024F-PLAN #2185 F6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 4-10-8 I 24 4-10-8 5" Typ 11 I W3X5 =— W1.5X4(R) = W3X3= 143X3= W3X3= W3X3= W3X5= W1.5X4(R) 1-4-0 1-0-8 + 1-0-8 _49-1-2 W3X5= W3X3= 141.5X4 III W3X5 W2X4 III W1.5X4 III W3X3= W2X4 III 11-9-0 Over 2 Supports j R=646 W=3.5" R=646 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD 19.5c QTY:4 FL/-/3/-/E/-/- Scale *B RACING. REFER TOES HIB 9U11R(HAN(HANDLING CARE IN FABRICATION,INSTALLING AND BRACING)HANDLING,PUBLISHED BY TPI INSTALLING PLATE 011111 lilts TC LL 40.0 PSF REF R151--61419 INSTITUTE, 583 O'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TC \J��'(E.R!P.p 1,,, STRUCTURAL T URAL PA NEL STUB UTTOMSC HOR DESHALOLHH AVE SA PR OPERLYD ATTOACHE DORDI GIDACEI L ING.ILL AVPR OPERLY ATTACHED \\,� •�'7,n.�'2;Cq SAA/,�+ T C D L 1 0.0 P S F DATE 0 1 3 0 0 2 **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED •: c` F ��Y./� BC DL 5,0 PSF DRW HCUSR151 02030171 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN V DEVIATION FROM THIS DESIGN; ANY FAILURE IO I� /� �_ BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND �().4283.7 B C L L 0.0 P S F HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN = SPECIFICATION PUBLISHED BY THE AMERICAN FOREST ANO PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO T 0 T.L D. 55.0 P S F S E Q N - 12262 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ;1$11D � v DUR.FAC. 1.00 FR0M KP DRAWINGS 160A ZTHESEAL ONTHIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING JyR . Lv �Alpine Engineered Products,InC. RESPONSIBILITV SOLELY FOR THE TRUSSCOMPONENT DESIGNSHOWNHE SUITABILITYANDUSE Of THISHaines City F1. 33844 CCO"INENTIF1995NSECTRGNCULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER E;;\\��`` SPACING 24.0" FL Certificate of Authorization#567 (B0024F-PLAN #2185 F7) THIS DWG PREPARED FROM COMPUTER INPUT (i.OAOS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 4x2 SP #2 N + 2X6 CONTINUOUS STRONGBACK. SEE HIB-91 SECTION 13.2.3.2. BOT CHORD 4x2 SP #2 N WEBS 4x2 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. 24" 6-7-8 _ 7 0 -� 1,5" Typ. W3X5 = W3X3 W1.5X4R) ( W3X3= W3X3= W1.5X4 III W1-5X4 III W3X3 = W3X5= W1.5X4(R) = — — + 1-4-0 1 0-8 1-0-8 If 9-1-2 W3X6 = W3X3 - W3X3= W3X3= W3X3 = W3X6 = W2X4 III W2X4 III - 15-3-0 Over 2 Supports R=839 W=3.5" R=839 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI (STO) 19.5c QTY:14 FL 3 E - Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND T C L L 4 0.0 P S F R E F 8 1 5 1--61420 BRACING. �UT E,RE583 DER �ONOBFR90 OW(HANSUING 200�AMAD INSTALLING WBR AC 53719),PUB O RSSADF EBTY PRAY TP ICTICES(TRUPR IDR SS PI ATE TO' � A��Rtp��IA�� PERFORMING THESE FUNCTIONS. ONE OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED .• �isiC�� T C D L 10.0 P S F DATE 01/30/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� t p **IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �'� B C DL 5.0 P S F D R W HCUSR151 02030172 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO Q (� BU 11-D THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 $C L L 0.0 P J F HC-ENG E J R/W P F A L P I N E BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN r C SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF TOT.L D. 5 5.0 P S F S E Q N - 12260 CONNECTORS ARE MADE OF 20GA ASTM A653 GR 40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FAGE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSIT[ON CONNECTORS PER (,p,. ` D U R.f A C. 1.0 0 FROM K P DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICASIGNTES ACCEPTANCE OF PROFESSIONAL ENGINEERING ''i F� F4ORIgP. `� �+ fvlllRHaIng)City,F Products,Inc. ROMP O NENTT I FOR Y ANYL PARTICULARE8 U TIDINGTR O I SG THETREESPONSIBILLITY OF THE BUILDINGD SH THE DESIGNER,DESIGNER,TY AND PER TH[5 ��IO�`�6 `.��\� FL Certificate of Auth wization 4 567 ANSI/TPI 1-1995 SECTION 2. Jan /ipI t Ett�t�� SPACING 24.0" - -- -- - 7LLT " -- ---- �� -- -- -- -- --- --- - --- -- TOP CHORD 4X2 SP #1 SYSTEM4� GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMMCONTINUOUS TO FOUNDATION. ABOUTI - 24" MAX 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION I 8'0" STUD WALL (110 PLF) 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION W=3X4 OR 1-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 MAX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM8'0" STUD WALL (110 PLF) ABOUTI 16" 16" 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 11.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, W=3X4 OR 55 PSF AT 1.33 DURATION 1-6-0 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT; 2038 PLF MAX MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE :W=3X4 CONTINUOUS TO FOUNDATION. 777777-7--;-[ 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275 --WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF 7GBLSY42AO699 FLOOR GABLE 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 T❑ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, `�>>\\ DL 10.4 PSF DATE25/99 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 `Zti '• C'9 SDL 5.0 PSF DRWG 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, BC EL 0.0 PSF —ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH IVO,2283 • AMERICANAPPLICABFOREST PROVISIONS AND P PER ASSOCIATUNAL ION) ANDGN TPI•ALPINE CONNECTORS ARE MADESHED BY OF 20GA STATE O T LD. 55.0 PSF ASTM A653 GR40 GAL V. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF _ TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER "+ ALPINE ENGINEERED PRODUCTS,INC. •'c OR10?'• FAC. 1.00 POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL % (E\ •.L ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE �'�i FREDEN�' PACING SEE ABOVE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. \ TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 I SYSTEM42 FLOOD GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. CONTINUOUS TO FOUNDATION. SYMM I CL 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION ABOUT 2 , 24", 8'0" STUD WALL ( PLF) WITH I II � MAX II !I i 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR W=3X41-6-0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION MAX 8'0" STUD WALL (110 PLF) W=3X4 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 �'77-77-1 /'/ /77-7-To DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED _I BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #i SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMMI 8'0" STUD WALL (110 PLF) 16" 16" 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, ABOUT MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION W=3X4 B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT. 2038 PLF 1-6- MAX 0 MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE JW=3X4 CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) WI 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, LENGTH AS REQUIRED _ OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION- III .41.0 OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS DRAG LOADS MUST BE TRANSFERRED AND CARRIED TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B ■-WARNING-: TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42 FLOOR GABLE INSTALLING AND BRACINGBY TPI (TRUSS PLATE . REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED t`tt►1 Itl►►►�" SAFETY PRACTICES PRIOR TO PERFORMING THES583 E UNCTIONS.TE 2UNLESSI OTHERWISE E3INDIC 719) FOR ED, ,��`�� R ,� DL 10.0 PSF DATE 06/25/99 TDP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL �� Q`• Wi HAVE A PROPERLY ATTACHED RIGID CEILING. �� C'9j, �oDL 5.0 PSF DRWG GBLSY42B0699 <+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; OR FABRICATING, = No.22839 aC IL 0.0 PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '� STATE O `tOT;LD. 55.0 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 .P ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER ��F + F(�FI1�P•• POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL i�C�+• `. FAC. 1.00 ENGINEESUITABILING TY ANDOFOF ITY T IS OLELY FOCOMPON NT FOR ANY P RTHE TRUSS OTICUNENT ESIGN ULARTBUILDING IS THE THE 4� FREDENG� PACING SEE ABOVE RESPONSIBILITY 0 F THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. ! t� PAGE 1 Date: 01/30/2002 MANNING BUILDING SUPPLY LOG #: B0024 TRUSS DIVISION JOB #: JACKSONVILLE alesman: JOHN FERGUSON Pitch: 7/12 Customer: BESTCON HOMES Job Name: PLAN #2185 ,„Address : 2440 South Beach Parkway Address : LOT 20 HIDDEN PARADISE Jacksonville Bch, FL. 32250 ,designer: KEN -------------------------------------------------------------------------------- Left Right ityl Span I O.H. 1 O.H. I Description -------------------------------------------------------------------------------- 1 20 116" 116" T1 GE 7 20 ' 116" 116" T1 1 20 ' 116" 0 ' T1A 1 13 ' 6"10 0 ' 0 ' T1B 1 516" 116" 1 ' 6" T2 GE 1 516" 116" 116" T2 2 15 ' 3" B 1f611 11611 T3 GE RAISED x" 17 15 ' 3"8 1' 6" 0 ' T3A 11 15 ' 3"8 1P611 1' 611 T3 SEALS ** Beams ** 2 32 BM-1 GPLAM 18" 2 24 BM-2 GPLAM 18" ** I-Joist' s ** 2 4 RJ-1 WI60 - 11 7/8" x 2 . 5" 2 6 RJ-2 WI60 - 11 7/8" x 2 . 5" 2 8 RJ-3 WI60 - 11 7/8" x 2 . 5" 2 12 RJ-4 WI60 - 11 7/8" x 2 . 5" " 2 14 RJ-5 WI60 - 11 7/8" x 2. 5" 2 16 RJ-6 WI60 - 11 7/8" x 2 . 5" 2 18 RJ-7 WI60 - 11 7/8" x 2 . 5" 1 20 RJ-8 WI60 - 11 7/8" x 2 . 5" 1 22 RJ-9 WI60 - 11 7/8" x 2 . 5" 2 18 RJ-10 WI60 - 11 7/8" x 2 . 5" 17 24 RJ-11 WI60 - 11 7/8" x 2. 5" '" ** Hardware Roof ** 29 1-PLY JOIST 45" SKEW -------------------------------------------------------------------------------- 42 - Trusses 0 - # of Hardware 35 - # of I-Joist 0 - Piggy' s 0 - Jacks 4 - # of Beams 0 - # of Rim Board --------------------- 42 - Total Trusses '' 'I „, 77 1. DO NOT CUT OR ALTER TRUSSES, UNLESS APPROVED BY TRUSS OFFICE 17' 50' -+• 10• —-I 2. VERIFY ALL SPANS AND AMOUNTS, AS TRUSSES WILL BE BUILT IN STRICT i 17 _. + 47'3"9 10• .—� ACCORDANCE WITH THIS LAYOUT 3. NO BACKCHARGES ALLOWED, UNLESS APPROVED IN WRITING BY TRUSS PLANT MANAGER 4. APPROVED BY = N ~ APPROVAL DATE= in m DEL. DATE MANNING BLDG . SUPPLIES fn m M 7/12 PITCH 18" OH SO/CUT a an e R 10 RJIa JOB = B0024 CUSTOMER=BESTCON INC. 'y RJ7 LOC=LOT 20 HIDDEN PARADISE R 6 T Rs m DESIGNER=KEN PARKER R 4 m R 3 -� R 2 m R 1 all K K lo. -- _= __ ,� m-�= __ ��a1 , - = 1 � . . = ' i ,, _ \ �_ I ..�-f��,,,, .i �,* MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:59 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2,2.3 Project . A0785.FBD Information : BESTCON Mark# : RJ1 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= L/360 TL= U240 Composite Action : No Slope : 6/12 LOADS Project Design Loads:Roof.'live=20 psf,Dead--17 psf Live+Dead WIT) Live Ld(L) LDF Location` # Shape QStart @End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.. 2-0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 78 78 Min Wn 38 38 DL R'n 38 38 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 60 1 0'2" 41 1775 125% 0.03 M(ft-lbs) 39 1 1101, 41 5798 125% 0.01 LtRn(ibs) 78 0 0'0" 41 1714 125% 0.05 See Note#5 RtRn(lbs) 78 0 2'0" 41 1714 125% 0.05 See Note#5 LLDefl(in.) 0.00 1 1101, 41 0.07 U75292 TLDefl(in.) 0.00 1 1'0" 41 0.11 U38605 USE: WI 60 11.88"t)24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member,continuous lateral support required for compression edge, 3.Loads have been Input by the user and have not been verttled by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above, 8.Bearing length based on design material;support material capacity shall be verifled(by others). mo 7.When required by the building code,a registered design professional or building official should verily the Input loads and product application. Q.This engineered lumber product has been sized for residential use.A concentrated load chec/4 per the building code,must be performed for commercial uses. 9.MaxWln reactions are based on the applicable load combinations outlined in the notes.Summation of mWmin reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met:cut is at low end of roof joist,overhang does not exceed 2 ft;and bearing stiffeners are used. 00 12.For explanation of GROUP,change to expanded printout 00 MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:57 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version' 3.2 Build: 3.2.2.3 mp Project : A0785.FBD Information : BESTCON Mark# : RJ2 Desc Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 5/12 15',W. LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart @End @-Start Q-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.1 4'0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 154 154 Min R'n 74 74 DL R'n 74 74 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 132 1 3'10" 41 1775 125% 0.07 M(ft-lbs) 154 1 2'0" 41 5419 125% 0.03 LtRn(lbs) 154 0 a a, 41 1714 125% 0.09 See Note#5 RtRn(lbs) 154 0 40.. 41 1714 125% 0.09 See Note#5 LLDefI(in.) 0.00 1 2-0" 41 0.14 U26991 TLDef fin.) 0.00 1 2'0" 41 0.22 U14052 47 USE: WI 60 11.88"(M-24" o.c. f APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Speclllcadons for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Paclilc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and maybe less than maximum reaction.Therefore.when reaction values are required,use Max R'n from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be verilfed(by others). 7.When required by the building code,a registered design professional or building oMclal should verify the Input loads and product application. 8. This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met:cut is at low end of roof jols4 overhang does not exceed 2 it and bearing stiffenem are used. 12.For explanation of GROUP,change to expanded printout. so MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 20013:56 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam_ O Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project . A0785.FBD Information : BESTCON Mark# : RJ3 Desc : Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= LJ360 TL = L/240 Composite Action : No Slope : 6/12 lop LOADS Project Design Loads:Root.Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape OStart @End Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 115% 0 0'0" 610.1 24"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from lett end when span#is 0, otherwise from left end of the specified span. !` SUPPORTS(lbs) 1 2 Max R'n 234 234 Min R'n 114 114 DL R'n 114 114 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 199 1 0-2" 31 1633 115% 0.12 M(ft-lbs) 351 1 3-0" 31 4985 115% 0.07 LtRn(lbs) 234 0 010.. 31 1577 115% 0.15 See Note#5 RtRn(lbs) 234 0 601, 31 1577 115% 0.15 See Note#5 LLDefI(in.) 0.01 1 3-0" 31 0.22 L/12422 TLDefI(in.) 0.01 1 30" 31 0.34 U6369 USE. WI 60 11.88"@24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed/n accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. J.Loads have been Input by the user and have not been verified by Georgia-Pec)flc Engineered Lumber Technical Services. 4.Design valid for dry use only. 6 This reaction Is based on the combination of loads 8 duration factors that produces the highest stress rado and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). ew 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses, 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various ' DOL may not match total maxfmin reaction, 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met.,cut is at low end of roof jols4 overhang does not exceed 2 k and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout. Me MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:55 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ4 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defi : LL= L/360 TL = L/240 Composite Action : No Slope : 6/12 3.5•.9<'Pti 1,5'.65 P•: LOADS Project Design Loads:Root Live=20 psf,Dead--17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape IMStart @_End Q_Start P-End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 gal 8.01. 24"o.c.Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0,otherwise from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 312 312 Min R'n 152 152 DL R'n 152 152 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 269 1 0-2" 41 1775 125% 0.15 M(ft4bs) 624 1 4'0" 41 5798 125% 0.11 LtRn(lbs) 312 0 gal 41 1714 125% 0.18 See Note#5 RtRn(lbs) 312 0 8'0" 41 1714 125% 0.18 See Note#5 LLDefl(in.) 0.02 1 4'0" 41 0.30 U6461 TLDefl in) 0.03 1 4'0" 41 0.45 U3313 USE: WI 60 11.88"0-24" O.C. f APA-11.88"PRI-601 Grade,Depth selected by User Wood 1 Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Specifications for Wood Constructlon and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R n from'Supports'section above 6.Bearing length based on design material,support material capacity shall be verMed(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Ma;414ln reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met:cut is at low end of roofJolst,overhang does not exceed 2 k and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout 1 MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 3:48 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeainO Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ5 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) ; 24.0 Max Defl : LL = U360 TL = U240 Composite Action : No Slope ; 6/12 LOADS Project Design Loads:Roof.,Live=17 psf,Dead=3 psf, Live+Dead WIT) Live Ld(L) LDF Location' # Shape QStart iffnd .Start _End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 20 17 125% 0 0'0" 10.01. 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 204 204 Min R'n 34 34 DL R'n 34 34 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 177 1 a 2" 41 1775 125% 0.10 M(ft-lbs) 509 1 5101, 41 5798 125% 0.09 LtRn(lbs) 204 0 go" 41 1714 125% 0.12 See Note#5 RtRn(lbs) 204 0 10'0" 41 1714 125% 0.12 See Note#5 LLDefI(in.) 0.03 1 510.1 41 0.37 U4362 TLDef in.) 0.04 1 601, 41 0.56 U3643 USE: WI 60 11.88"024" O.C. r APA-111.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction Is based on the combination of loads d duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'sectlon above. 6.Bearing length based on design material,support material capacity shall be vwrf w(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.MaxfMin reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max4nin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Blydsmouth cuts permitted only If all the following conditions are met:cut is at low end of roof jolst,overhang does not exceed 2 ft,and bearing stiffeners are used. 00 12.For explanation of GROUP,change to expanded printout. MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeamO Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 MP Project : A0785,FBD Information : BESTCON Mark# : RJ6 Desc: Usage : Joist(Roof) Repetitive : No Spacing (in.) : 24.0 Max Defl : LL= L/360 TL=L/240 Composite Action : No Slope : 6112 3.5',Si4lsi 1S',Fb Pu LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape O_Start @End @Start Q_End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0101, 12'0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left end when span#is 0, otherwise from left end of the specified span. SUPPORTS(IbS) 1 2 Max R'n 468 468 Min R'n 228 228 DL R'n 228 228 Min Brg(in.) 1.75 1.75 Stiffener NO NO "W, DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 408 1 0'2" 41 1775 125% 0.23 M(ft4bs) 1404 1 60" 41 5419 125% 0.26 LtRn(lbs) 468 0 a a, 41 1714 125% 0.27 See Note#5 " RtRn(lbs) 468 0 12'0" 41 1714 125% 0.27 See Note#5 LLDefl(in.) 0.07 1 6 0" 41 0.45 U2297 TLOefl(in.) 0.14 1 5 a, 41 0.67 U1178 USE: WI 60 11.88"Q)24" o.c. r APA-11,88"PRI-601 Grade,bepth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports, 2 Provide lateral support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. to This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,support material capacity shall be vertfled(by others). )R 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. d.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. I Max0ln reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only N all the following conditions are met:cut Is at low end of roofJolst;overhang does not exceed 2 f4 and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout. ae go MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:00 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FAS_TBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 ,. Project : A0785.FBD Information : BESTCON Mark# : RJ7 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= U360 TL= U240 Composite Action : No Slope : 6/12 3"'%Z nvi .s Pp LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 psf, Live+Dead Ld(T) Live Ld(L) LDF Location' #_ Shape QStart O_End @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(pso 37 20 125% 0 0.01. 14'0" 24"o.c.Base Uniform Load(Spacing Sensitive) 'Dimensions measured from left and when span#is 0, otherwise, from left end of the specified span. SUPPORTS(Ibs) 1 2 Max R'n 546 546 �w Min R'n 266 266 DL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO Me DESIGN Value Span X Group Allow LDF Ratio V(lbs) 478 1 13'10" 41 1775 125% 0.27 M(ft-lbs) 1911 1 TO" 41 5798 125% 0.33 LtRn(lbs) 546 0 0.91 41 1714 125% 0.32 See Note#5 PO RtRn(lbs) 546 0 14'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 T 0" 41 0.52 U1510 TLDefl(in,) 0.24 1 T a, 41 0.78 L 774 USE: WI 60 11.88"024" O.C. r APA-11.88"PRI-601 Grade,6epth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. „ NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. I Loads have been Input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services, 4.Design valid for dry use only. 5.This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'secdon above. 8.Bearing length based on design material,support material capacity shall be verified(by others). T.When required by the building code,a registered design professional or building offlclal should verity the Input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only If all the following conditions are met:cut is at low end of roof jols4 overhang does not exceed 2 tip and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout op ee am MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 9996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : RJ8 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= 0360 TL= L1240 Composite Action : No Slope : 6112 LOADS Project Design Loads:Roof.*Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location* #_ Shape QStart O-End @Start QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 a 0" 16 a, 24"o.c.Base Uniform Load(Spacing Sensitive) *Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 624 624 e, Min R'n 304 304 DL R'n 304 304 Min Brg(in.) 1.75 1.75 Stiffener NO NO 4„ DESIGN Value Span X Group Allow LDF Ratio V(lbs) 548 1 15,101, 41 1775 125% 0.31 M(ft-lbs) 2496 1 810.1 41 5798 125% 0.43 so LtRn(lbs) 624 0 a a, 41 1714 125% 0.36 See Note#5 RtRn(lbs) 624 0 160" 41 1714 125% 0.36 See Note#5 LLDefl(in.) 0.21 1 8.01. 41 0.60 01042 TLDeff in.) 0.40 1 a 0" 41 0.89 U534 USE: WI 60 11.88"024" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacift Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max R'n from Supports'secdon above. 8.Bearing length based on design material,support material capacity shall be verlfled(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. Va 9.Max/Mln reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total maximin reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only N all the following conditions are met:cut is at low end of roofJoist,overhang does not exceed 2 ft.and bearing stiffeners are used. 12 For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:01 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBealn®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build' 3.2.2.3 rp Project : A0785.FBD Information : BESTCON -- Mark# : RJ9 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = LJ360 TL= L/240 Composite Action : No Slope : 6/12 r LOADS Project Design Loads:Root live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart QEnd QStart Q_End Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 010.1 18'a, 24"o.c.Base Uniform Load(Spacing Sensitive) 010 'Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 702 702 Min R'n 342 342 DL R'n 342 342 Min Brg(in.) 1.75 1.75 Stiffener NO NO so DESIGN Value Span x Group Allow LDF Ratio V(lbs) 618 1 0'Z. 41 1775 125% 0.35 M(ft-lbs) 3160 1 9'0" 41 5798 125% 0.54 LtRn(lbs) 702 0 a X 41 1714 125% 0.41 See Note#5 RtRn(lbs) 702 0 1810.1 41 1714 125% 0.41 See Note#5 LLDefI(in.) 0.32 1 9'0" 41 0.67 U747 TLOefl(in.) 0.63 1 971 41 1.01 U383 USE. WI 60 11.88"024"O.C. r APA-111.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from Supports'section above. 6.Bearing length based on design material,support material capacity shall be vertBed(by others). 7.When required by the building code,a registered design professional or building oRlcial should verify the input loads and product application. 6.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9w 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met.,cut is at low end of roof jolsL overhang does not exceed vp 2 M and bearing stMeners are used. 12.For explanation of GROUP,change to expanded printout w MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 mo Project : A0785.FBD Information : BESTCON Mark# : RJ10 Desc Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 6/12 3.i',Sii,c 15'.,Cb pd LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 pst, Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @_Start @End QStart QEnd Span# Starts Ends Additional Info Spcg Sen Uniform(psf) 37 20 125% 0 0'0" 14'0" 24"o.c.Base Uniform Load(Spacing Sensitive) alo 'Dimensions measured from left end when span#is 0, otherwise,from left and of the specified span. SUPPORTS(lbs) 1 2 Max R'n 546 546 Min R'n 266 266 DL R'n 266 266 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 478 1 13'10" 41 1775 125% 0.27 M(ftdbs) 1911 1 7'0" 41 5798 125% 0.33 LtRn(lbs) 546 0 0'0" 41 1714 125% 0.32 See Note#5 alp RtRn(lbs) 546 0 14'0" 41 1714 125% 0.32 See Note#5 LLDefl(in.) 0.12 1 70" 41 0.52 U1510 TLDefl(in.) 0.24 1 T 0" 41 0.78 Li774 1 00 USE: WI 60 11.88" OD24" O.C. r APA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. am NOTES : 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2 Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verified by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. &This reaction is based on the combination of loads 6 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the Input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Max/Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 10.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only if all the following conditions are met.cut is at low end of roof jofs4 overhang does not exceed fa 2 ft,and bearing stiftners are used. 12.For explanation of GROUP,change to expanded printout a~ MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:39 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project . A0785.FBD Information : BESTCON -- Mark# : RJ11 Desc : Usage : Joist(Roof) Repetitive : Yes Spacing (in.) : 24.0 Max Defl : LL = L/360 TL= L/240 Composite Action : No Slope : 6/12 ',4d,v zfi'.Ss jai LOADS Project Design Loads:Roof.'Live=20 psf,Dead=17 psf Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart QEnd @Start @End Span# Starts Ends Additional Info Spcg Sen Uniform(pso 37 20 125% 0 0'0" 19 8112" 24'o.c.Base Uniform Load(Spacing Sensitive) "Dimensions measured from left end when span#is 0 otherwise from left end of the specified span. SUPPORTS(lbs) 2 Max R'n 769 769 Min R'n 375 375 DL R'n 375 375 Min Brg(in.) 1.75 1.75 Stiffener NO NO DESIGN Value Span X Group Allow LDF Ratio V(lbs) 677 1 0'2" 41 1775 125% 0.38 M(ft4bs) 3788 1 91101, 41 5798 125% 0.65 LtRn(Ibs) 769 0 Oa 0" 41 1714 125% 0.45 See Note#5 RtRn(lbs) 769 0 19'8" 41 1714 125% 0.45 See Note#5 LLDefl(in.) 0.46 1 91101, 41 0.73 U576 TLDefl(in.) 0.89 1 919, 41 1.10 U296 USE: WI 60 11.88"0-24"O.C. fAPA-11.88"PRI-601 Grade,Depth selected by User Wood I Beam is a trademark of Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. sa 3.Loads have been Input by the user and have not been verified by Georgia-Pach7c Engineered Lumber Technical Services. 4.Design valid for dry use only. 5.This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from Supports'section above. fp 6.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should verify the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 1p 9.Max0h;reactions are based on the applicable load combinations outlined In the notes.Summation of max/min reactions for various DOL may not match total maWmin reaction. 10 Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 11.Birdsmouth cuts permitted only Nall the following conditions are met:cut is at low and of roof joist,overhang does not exceed 2 A and bearing stiffeners are used. 12.For explanation of GROUP,change to expanded printout t+s" MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:19 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 Project : A0785.FBD Information : BESTCON Mark# : BM1-Roof Desc: Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= U360 TL = U240 Composite Action : No Slope : 4112 3.5'.31 rn ;5'.J91 v.i LOADS Project Design Loads:Roof.'Live=20 psf,Dead--17 psf Live+Dead Ld(T) Live Ld(L) LDF Location" # Shape @Start @End @Start O_End Span# Starts Ends Additional Info 1 Trapezoidal(plf) 114 370 62 200 125% 0 019, 2T 10 7115' Uniform(plf) 16 0 0 0 2T 10 7115' Self Weight 'Dimensions measured from left end when span#is 0, otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3088 4306 Min R'n 1586 2162 DL R'n 1586 2162 Min Brg(in.) 1.56 1.64 [Based on bearing stress below] Brg Str(psi) 565 750 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 3478 1 25 3" 41 14962 125% 0.23 M(ft-lbs) 25881 1 15'8" 41 55520 125% 0.47 LtRn(lbs) 3088 0 010.1 41 6921 100% 0.45 See Note#5 RtRn(lbs) 4306 0 2T 10" 41 9188 100% 0.47 See Note#5 LLDefl(in.) 0.59 1 13'11" 41 0.98 L/602 TLDefI in. 1.19 1 13'11" 41 1.47 U297 USE. GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been input by the user and have not been verMed by Georgla-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6.This reaction is based on the combination of loads b duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use Max Rn from'Supports'section above. 0.Bearing length based on design material,support material capacity shall be verified(by others). 7.When required by the building code,a registered design professional or building official should vertly the input loads and product application. 8.This engineered lumber product has been sized for residential use.A concentrated load check,per the building code,must be performed for commercial uses. 9.Verify that load is applied at top or equally from both sides. 10.Nall plies together with 18d nalls @ 12-o%along top and bottom edges and thru center.Nall from alternate faces,2"from edges. 11.Max4ft reactions are based on the applicable load combinations outlined In the notes.Summation ofmax(min reactions for various DOL may not match total max/min reaction. 12.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 13.For explanation of GROUP,change to expanded printout MANNING BUILDING SUPPLIES KEN PARKER 11 Oct 2001 4:32 am 11155 PHILLIPS PARKWAY DR E , JACKSONVILLE, FL. 32256- (904)268-8225 FASTBeam®Engineering Analysis© 1996-2001 Georgia-Pacific Corporation Version: 3.2 Build: 3.2.2.3 • Project : A0785.FBD Information : BESTCON Mark# : BM2 Desc: Usage : Beam(Roof) Repetitive : No Spacing (in.) : 0.0 Max Defl : LL= L/240 TL= U180 Composite Action : No Slope : 0/12 Li L LOADS Project Design Loads:Roof.Live=20 psf,Dead=17 pst Live+Dead Ld(T) Live Ld(L) LDF Location' # Shape QStart @End 0-Start C-End Span# Starts Ends Additional Info 1 Concentrated(lbs) 4306 2328 125% 0 5'0" FROM BM1 2 Concentrated(lbs) 4306 2328 125% 0 1T 0" FROM BM1 3 Span Carried(psf) 37 20 125% 0 5'0" 17'0" 20'0"s.c.-FROM RJ 10 4 Span Carried(psf) 37 20 125% 0 0101, 22'3 1/2" 1T 8"s.c.-T-3 ROOF Uniform(plf) 16 0 0 0 22'3 1/2" Self Weight "Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) 1 2 3 Max Wn 4894 14459 2307 Min R'n 2045 6769 -61 DL R'n 2218 6769 723 Min Brg(in.) 2.48 5.51 1.50 (Based on bearing stress below) Brg Str(psi) 565 750 565 DESIGN Value Span X Group Allow LOF Ratio V(lbs) 6063 1 11'8" 41 14962 125% 0.41 M(ft-lbs) 20181 1 5 0" 42 55520 125% 0.36 LtRn(lbs) 4894 0 010.. 42 6921 100% 0.71 See Note#5 po RtRn(lbs) 2307 0 22'4" 43 6921 100% 0.33 See Note#5 IntRn(lbs) 14459 0 136, 41 19031 100% 0.76 See Note#5 LLDefl(in.) 0.11 1 68" 42 0.67 UI 539 TLDefl(in.) 0.19 1 68" 42 0.90 L/870 USE. GPLAM 2.0E 1.75x18.00" 2 Plies Grade,Depth,Plies selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. Z Provide latera/support at the bearing location nearest each and of the member.Continuous lateral support required for compression edge. VP 3.Loads have been input by the user and have not been verfAed by Georgia-Pacific Engineered Lumber Technical Services. 4.Design valid for dry use only. 6. This reaction Is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are requlred,use Max R'n from'Supports'section above. Q.Bearing length based on design material;support material capacity shall be verified(by others). 7.Roof Usage:Install with minimum 1/4:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should verify the input loads and product application. 9.This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 10.Provide approved uplift resistance at supports with negative reactions. 11.Verify that load is applied at top or equally from both sides. 12.Nail plies together with 16d nails @ 12"o1c along top and bottom edges and thru center.Nail from alternate faces,2"from edges. so 13.Max(Min reactions are based on the applicable load combinations outlined in the notes.Summation of max/min reactions for various DOL may not match total max/min reaction. 14.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. I&For explanation of GROUP change to expanded printout (B0024-PLAN #2185 - T1 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN NGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SEE DWGS A11015EC0901 & GBLLETIN1001 FOR MORE REQUIREMENTS. TC From 54 PLF at -1.65 to 54 PLF at 0.00 TC From 114 PLF at 0.00 to 114 PLF at 20.00 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at 20.00 to 54 PLF at 21.65 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 4 PLF at -1.65 to 4 PLF at 0.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 30 PLF at 0.00 to 30 PLF at 20.00 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 20.00 to 4 PLF at 21.65 W4X4 7 F— W3X3% 7 W3X3 W5X9(R) W5X9(R) HS612 III HS612 III -f- n 0-11-12 +8-1-2 L,1 6 0::, L'1-6-0'j 10-0-0 I 10-0-0 J 20-0-0 Over Continuous Support R=153 PLF U=53 PLF W=20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI -95 Design Criteria: TPI STD 19.5c QTY:l FL/-/3/-/E/-/- Scale =.3125" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INST;LLING AND q BI NST I TUTE,RE 5O3 D-ONOFER TO PRIO DR��NSUITE 2OO�AMAD IISONNDWBR AC53719),PUFORSSADF EBTY PR ACYICE SUPRIOR ATO AAA��'�tE R tR ��/moi TC L L 2D.0 PSF REF 8 1 5 1--61341 PERFO0.M NG THESE FUNCTIONS. UNLESS OTHERWISE [NDIC ATEO, TOP C HO RD SHALL HAVE PROPERLY ATTACHED �\\�P�•J C��/�A TC DL 7.0 P S F DATE 01/30/02 STRUCTURAL PANELS, BOTTOM ON SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �\\ • -\ Y *'IMPORTANT** FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED i �� BC DL 5.0 P S F D R W HCUSR151 02030173 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN; ANY FAILURE TO / L BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTAI.'-ING AND S}/�• 22839 B C L L 1 0,O P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES 7H15 DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS (NATIONAL OES(f.NjS/// : STATE OF • - SPECIFICATION PUBLISHED 0Y THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 2OGA ASTM A653 GR4O GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO i�•• T O T.L D. 4 2.0 P S F S E Q N - 12226 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 ��(11•� QR10t •�� DUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS ��/, NCje'\\�\\ Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING I5 THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER J a n 3�t��rYR En��, SPACING 2 4.0" FLCertificateofAutholization#567 ANS11TP1 1 1995 SECTION z. Q (B0024-PLAN #2185 - T1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x6 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 21.65 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.15 BC From 110 PLF at 5.15 to 110 PLF at 14.85 BC From 30 PLF at 14.85 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.65 W4X4 W1.5X4 III W1.5X4 III 7 --1 7 W3X5% W3X5 W3X10(E3) III W3X10(E3) III 0-11 12 0-11-12 8-1-2 W3X5= W3X5 W3X5(E3) W3X5(E3) = L,I-6-0::j L1-6-0:::.j 10-0-0 I 10-0-0 _1 20-0-0 Over 2 Supports J R=1320 U=458 W=3.5" R=1320 U=458 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c OTY:7 FL/-/3/-/E/-/- Scale RB RAR NGNG* TRUSSES REFER TO HIB REQUIRE1 (HANDLING INSTALLING AND RAE IN OCIING)HANDLING,PUBLISHEDHBYP TPI IN(TRUS SING AND PL ATE \\glit�lllff TC LL 20.0 PSF REF R151--61342 INSTITUTE, 583 D'ONOFR1 DR., SUITE 200. MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TD o0\� f-R P",,,� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED TC DL 7.0 P S F DATE 0 1/3 0/0 2 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. �� •� I ,9 �j _IMP ORTANT'* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED U ��• _ BC DL 5.0 P S F D R W HCUSR151 02030174 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO S BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANC No.22839 _ B C L L 1 0.0 P S F H C-ENG E J R/W P F ALPINE BRACING OF TRUSSES. HIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN I = SPECIFICATION PUDLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MAGE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D 42.0 P S F S E Q N - 12218 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER r��•� P • `� DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING C �•��R�Q k U R.FAC. 1.25 F R O M PP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS Haines City,FL 31144 COMPONENT1FOR ANY SEPARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILOING DESIGNER, PER Jan 3�I'�fJf °�p\\\\t PACING 24.0 FL Certificate of Authorization 4 567 J (60024-PLAN #2185 - T1A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 15.00 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x6 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. :Lt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' :Rt Slider 2x6 SP #2 N: BLOCK LENGTH = 1.500' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD, SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 J PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.65 to 54 PLF at 20.00 BC From 4 PLF at -1.65 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.15 BC From 110 PLF at 5.15 to 110 PLF at 14.85 BC From 30 PLF at 14.85 to 30 PLF at 20.00 W4X4 W1.5X4 III W1.5X4 ill 71` —17 W3X5% W3X5 W3X10(E3) III W3X10(E3) III T T 0-11-12 0-11-12 W3X5= W3X5 W3X5(E3) = W3X5 (E3) (,1-6-0�:j 10-0-0 I 10-0-0 _I 20-0-0 Over 2 Supports R=1323 U=459 W=3.5" R=1225 U=425 W=3.5" PLT TYP. Wave TPI -95 Design Criteria: TPI STD , FL BLDG CODE 19-5c QTY:1 FL/-/3/-/F/-/- Scale **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--61343 8RAC ING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PL ATti {�{{11111111/�� INSTITUTE, 583 U'ONOFftIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO ` T C D L 7.0 PSF F DATE 01/30/02 PERFORM[NG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �` �, Rt P.�A�., STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG ID CEILING. �� •'i AFI••• "YA'moi **IMPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED :• C'9j••.v i B C D L 5.Q PSF D R W HCUSR151 02030175 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY OEV IATION FROM THIS DESIGN: ANY FAILURE TO (n BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND No.22839 = B C L L 10.0 P S F HC-ENG E J R/W P F ALPINE BR AGING DF TRUSSES. THIS DESIGN CDNF ORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN — SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE • STATE OF CONNECTORS ARE MAGE OF 20GA ASTM A653 GR 40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO TOT.L D. 4 2.0 P S F SEAN - 1222 1 EACH FAfE 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 i'��••';C ORIOp: �� D U R.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY ANO USE OF THIS �/C/ HaineSCity,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RES PDNS IBILITY OF THE BUILOT NG DESIGNER, PER Jan's i � NG�r``��` SPACING 24.0" FL Certificate of Authorization#567 ANSIITPT 1-1995 SECTION 2. (B0024-PLAN #2185 - T1B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 12.27 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. LEFT END VERTICAL NOT EXPOSED TO WIND PRESSURE. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W04= 7 (— W3X5 0� W H 8 --� 7 2-8-3 W1.5X4 III W3X6= � 9-5-2 1-6-6 8-1-2 W1.5X4 III W3X8 W3X3 L. 4-9-8 I 9-0-10 I fF 13-10-2 Over 2 Supports R=600 U=231 W=3.5" R=562 U=199 W=4.95" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19,5c QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING ANU BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 P S F R E F R151-61344 llillll llrff INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PRIOR 70 ,�\\ G R p �.,,�� PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED \� TC DL 7.0 PSF DATE 01/30/02 STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'tl�l C• �iI **IMPORTANT** FURNISH A COPY OF THIS UESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGI NEEREU Q. '9j•.L i BC DL 5.0 PSF D R W IICUSR151 02030176 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO (n• BUILD THE IROS SES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN No.22839 B C L L 1 0.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSDCIATION) ANb TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, E%CEPT AS NOTE O. APPLY CONNECTORS To TOT.L D. 4 2.0 P S F S E A N - 12258 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 �t^i'.F�pglpP � D U R.FAC. 1.25 F R 0 M K P Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS i TlatrieS Cit},FL 33$44 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 4567 ANSI/IPI 1-1995 SECTION 2. Jan J p t\iN SPACING 24.0" (80024-PLAN #2185 T2 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 21.03 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.751' DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.751' SEE DWGS A11015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 114 PLF at 0.00 to 114 PLF at 5.50 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 5.50 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. W3X5% W4X4= W3X5S ^FF— IL 0-7-110-7-11- +19-7-0 W6X6(F4) W5X5= W6X6(F4) —2-9-0 i E� 2-9-0---� —5-6-0 Over 2 Supports R=396 U=180 W=3.5" R=396 U=180 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c QTY:1 FL/-/3/-/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 LL 20.0 P S F R E F R151--61345 �\iC111111 111' PCTI ERFORMING THESEINST TOTDF UNOO,TION SDIO R U NLE SSTO T H OE RNI SEDT NDICATED, TOPIC HOR0 EHAL LR A F HAVE P PRO PERLY ARTTACHED `�` E�P F �� "IMPORTANTST RAIL '*R UC TON ELFURBOTTOMNISH A CQ OR DPY OFRTHIS RDESIGN PTOPTHE YINSTALLATION GCONTR ACTOR. ALPINE ENGINEERED ` C,Q;; � TC DL 7.0 PSF DATE 01/30/02 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BC DL 5.0 P S F D R W HCDSRI5I 02030177 BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING. SNIPPING, INSTALLING AND = Nu 22839 = B C L L 10.0 PSF HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NO (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF • r T 0 T.L D. 42.0 P S F S E A N - 12256 CONNECTORS ARE MADE OF 2DGA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO 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 • Pi Alpine Engineered Products,Inc. RESPONS[BILIIY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITABILITY AND USE OF THIS IC�••c(pOR,�'•� ��` DUR.FAC. 1.25 FROM KP IiatnesCity,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER 4/I «ry DENG��.�`� SPACING 24.0" FL Certificate of Authorization#567 ANSI/TPI 11995 SECTION 2. Jan V (B0024-PLAN #2185 - T2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 20.88 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/360 LIVE AND L/240 TOTAL LOAD. W4X4 W 3 X 5 W3X5 7 (— 7 0-11 12 0-11-12 1 3.5 3.5 +19-7-0 Wl.5X4 III W5X7= W1.5X4 III L,1-6-0 J L;;�1-6-0 3J 2-9-0 i 2-9-0—� —5-6-0 Over 2 Supports R=322 U=187 W=3.5" R=322 U=187 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c QTY:1 FL/-/3/-/E/-/- Scale =.375" Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB91 (H ANULI NG INSTALLING AND BRACING), PUBL ISHEU BY TPI (TRUSS PLATE 11tf�R 1ttt�tl/f/ TC LL 20.0 P S F R E F R151 -61346 INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI 53719), FOR SAFETY PRACTICES PRIOR TO � P f�I�SIR UCPERTOTURAL PANELS, BOTTOM SCHORDUNITE SHALOL H HAVE S A P R O PERLYD ATTOACHEUORIIGIDACEILI NG,HAVE PROPERLY ATTACHED ` C• � TC DL 7.0 PSF DATE 01/30/02 "IMPORTANT— FURNISH A COPY OF TH15 OE SI GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED � ABC DL 5.0 PSF DRW H�D$R151 Dz()301�6 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGNANY FAILURE TOBUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING ANU 22839 BC LL 10.0 PSF HC-ENG E J R/W P F ALPINE BRACING OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ANO TPI. ALPINE ^ STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GAL V. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO - T 0 T.L D. 42.0 P S F S E Q N - 12233 EACH FACE OF TRUSS, AND ONLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER �'p•'• DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �� C,•��ORIDP•�Lv �� DUR.FAC. 1.25 FROM KP Alpine Engineered Products,111C. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS I {� q uj�`'`�� FLCertificate0 Authorization#567 ANSI/TPIITI 1995ANY SECTI NC�LAR BU ILOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER Jan,��4F1� III% ��`� SPACING 24.0" (B0024-PLAN #2185 T3 GE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.45 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #1 Dense IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.779' SEE DWGS A11015ECO901 & GBLLETIN1001 FOR MORE REQUIREMENTS. :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.779' THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND SPECIAL LOADS CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. TC From 114 PLF at 0.00 to 114 PLF at 15.29 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 30 PLF at 0.00 to 30 PLF at 15.29 + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. CALCULATED HORIZONTAL DEFLECTION IS 0.21" DUE TO LIVE LOAD AND 0.08" DUE BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. TO DEAD LOAD. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4 7 F— --j 7 W3X5% W3X5�� W5X5 (- J 3.5 + + 3.5 t- 0-7-11 + +0-7-110-7-11 -T- 7-0 W6X6(F4) W6X6(F4) 7-7-12 _IE 7-7-12 I 7-7-12 �1 7-7-12 �I IE 15-3-8 Over 2 Supports R=1101 U=465 W=3.5" R=1101 U=465 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c QTY:2 FL/-/3/-/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 R151-61347 BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE %J1111111111, 14,PERFORMING THES EDF O NOCTION SIC DR U NLE SSTOTHERW I SE O IN DILATED, TO P5 37 I CHGRDFSHALLF HAY EPHACTIC 11 PR OPE RLY ATTACHED ``1, `R P/ 411. �. 'Pic,�4'V TC DL 7.0 PSF DATE 01/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED �l V q••2 BC DL 5.0 PSF DRW HCUSR151 02030179 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEYIAT I ON FROM THIS DESIGN; ANY FAILURE TO fn• BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING TO �. No.22839 B C L L 1 0.0 P S F HC-ENG E J R/W P F 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 — STATE OF : TOT.L D. 42.0 P S F S E Q N - 12249 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS 70 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER s'p DRAWINGS 160 A-2. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS /'C/•'��R��P�ti�� D U R.FAC. 1.25 FR0M KP Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PERENG SPACING 2 4.0" FL Certificate of Authorization#567 ANSI/TPI 1-1995 SECTION 2. Jan Y` �� 1 1 `" (B0024-PLAN #2185 - T3A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, NOT LOCATED BOT CHORD 2x4 SP #2 N WITHIN 4.50 FT FROM ROOF EDGE, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND WEBS 2x4 SP #3 BCDL=2.5 PSF. DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4= W3X5% W3X5 7 7 W3X5% W5X7 = W 3 X 3 0 11-12 3.5 3.5 0 W3X5% 0-11-12 W3X5 - �— 19-7-0 W1.5X4 III W1.5X4 III Liz 1-6-0 3J �E 7-7-12 �{E 7-7-12 IE 15-3-8 Over 2 Supports R=738 U=357 W=3.5" R=638 U=257 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c QTY:17 FL/-/3/-/E/-/- Scale =.375" Ft. **WARNING** TRUSSES REG IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND INSTITUTE,RE 583 D'ONOFRIO DR91 HAN DSUITE 200NG INSTALLING AMADI SONNDWBR BRACING) PUBLISHED SAEB Y PR ACTICE SY TP USS PRIOR ATO im ,V� � tRP��1/�/ TC LL 20.0 PSF REF 8151--61348 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED `'L'..G4'-" TC DL 7.0 PSF DATE 01/30/02 STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILINGFC'•'•-Y2**IMPORTANT** FURNISH A COPY OF THISDESIGN TOTHE INSTALLATIONCONTRACTOR. ALPINE ENGINEERED � : BC DL 5,0 PSF DRW HCUSR151 02030180 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEV[ATION FROM THIS DESIGN; ANY FAILURE TOBUILD TME TRUSSES IN CONFORMANCE WITH TPI; OR FADRIC,ATING, HANDLING, SHIPPING, INSTALLING AND 2'2839 � = B C L L 10.0 P S F H C-E N G E J R/W P F ALPINEBRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE '• GI ATE OF T O T.L D. 42.0 P S F S E A N - 12253 CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER Dft AWI NGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPT.A NCE OF PROFESSIONAL ENGINEERING �I (y1�• (ORIOP••`�i`�� OUR.FAC. 1.25 FROM KP Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. HE SUITAB[L ITV AND USE Df TI1[S / �C`�� FlalneS City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER FL Certificate of Authorization 4567 ANSI/TPI 11995 SECTION 2. Jan S�iii �Ep�t�� SPACING 24.0" (80024-PLAN #2185 - T3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N 110 MPH WIND, 22.31 FT MEAN HGT, ASCE 7-98, CLOSED BLDG, LOCATED ANYWHERE BOT CHORD 2x4 SP #2 N IN ROOF, CAT II, EXP B, WIND TCDL=3.5 PSF, WIND BCDL=2.5 PSF. WEBS 2x4 SP #3 DEFLECTION MEETS L/360 LIVE AND L1240 TOTAL LOAD. W4X4 W3X5 45, 7 F-- W3X5 7 i W5X7= W3X5 0-11 12 J 3.5 3.5 I— � W3X5� 0-11-12 W3X5 19-7-0 W1.5X4 III W1.5X4 III 1-6-0 J 1-6-0 I` 7-7-12 �F 7-7-12 15-3-8 Over 2 Supports R=734 U=353 W=3.5" R=734 U=353 W=3.5" PLT TYP. Wave TPI-95 Design Criteria: TPI STD , FL BLDG CODE 19.5c QTY:11 FL/-/3/-/E/-/- Scale =.375" Ft. —WAR N ING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND INSTITUTE,B RACING. REFER 583 DOONOBRIO DR 91 HANDLING UITE 200TAM ADNSONNDWBRACING). 53719),PUBLISHED OR SAETY PR ACTICESBY TEL USS PRIOR ATE TO �� E R p T C L L 2 O. P S F R E F R151--61349 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED �� /!j'',�- TC DL 7.0 PSF DATE 01/30/02 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 5.0 P S F D R W HCD$R151 02D3D181 *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 No.2'2839 7ALPINE BRACING OF T0.USSES. THIS DESIGN CONFORMS WITH AP PL ICA BLE PROVISIONS OF NOS (NATIONAL DESIGN B C L L 10.0 P S F HC-ENG E J R/W P F SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE STATE OF CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALY. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO s TOT.LD . 42.0 P S F S E Q N - 12251 EACH FACE OF TRUSS, AND ONE ER OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER {p:. OR AWINGS 1fi0 A-2. THE SEAL ON 1H15 Dft AWING INDICATES ACCEPTANCE HE OF ONT Y ENGINEERING �iC• �[Ci.,</]ORI•cO-,P •`�� AlpineC lIai Engineered City, AProducts,844 t1I567 ACOMPONENT NS]/TP1B1f 01995NOEf TI0N0p�AR EB OI LSD[NG0M50THETR EO SPONSIB[L II TY OF THE BUILDBN GI DE S IGNER SEPER THIS Jan'3� •/ry D„1�G` ``, SPACING 24?0" FROM KP ASCE 7-98: 110 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C 2X4 BRACE (1) 1X4 "L" BRACE " (1) 2X4 '"L" BRACE • (2) 2X4 "L" BRACE "" (1) 2X6 't" BRACE " (2) 2X6 "L" BRACE GABLE VERTICAL NO SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 1 2 3' 10" 6' 8" 6' 10" 7' 11 8' 1" 9' 5" 9' 8" 12' S" 12' 9" 14' 0" 14' 0" BRACING GROUP SPECIES AND GRADES: S P F #3 3' 6' 0" 6' 0" 7' 11" 7' 11" 9' 5" 9' 5" 12' 4" 12' 4" 14' 0" 14' 0" GROUP A: HF STUD 3' 6' 0" 6' 0" 7' 11" 7' 11" 9' 5" 5" 12' 3" 12' 3" 14' 0" 14' W ® STANDARD 3' 9" 5' 2" 5' 2" 6' 9" 6' 9" 9' 1" 9' 1" 10' 7" 10' 7" 14' 0" 14' 0" SPRUCE-PINE-FIR HEM-FIR 1 2 STANDA #2 STUD I4 lyi 4' 3" 6' 8" 7' 2" 7' 11" 8' 6" 9' 5" 10' 2" 12' 5" 13' 5" 14' 0" 1 14' 0" 1 #3 STUD 1 1 #3 ISTANDARD Sp #2 4' 2" 6' 8" 7' 2" 7' 11" 8' 6" 9' 5" 10' 2" 12' 5" 13' 5" 14' 0" 14' 0" T #3 4' 0" 6' 2" 6' 2" 7' ll" 8' 1" 9' 5" 9' 11" 12' 5" 12' 8" 14' 0" 14' 0" DOUGLAS FIR-LARCH SOUTHERN PINE di (� DFL STUD 4' 0" 6' 1" 6' 1" 7' 11" 8' 0" 9' 5" 9' 11" 12' 5" 12' 6" 14' 0" 14' 0" 3 3 STANDARD 3' 10" 5' 3" 5' 3" 6' 11" 6' 11" 9' 4" 9' 4" 10' 10" 10' 10" 14' 0" 14' 0" sTANDaRD STANDARD SPF 1 2 4' 5" 7' 8" 7' 10" 9' 1" 9' 4" 10' 10" 11' 1" 14' 0" 14' 0" 14' 0" 14 0" #3 4' 4" 7' 4" 7' 4" 9' 1" 9' 1" 10' 10" 10' 10" 14' 0" 14' 0" 14' 0" 14' 0" H F STUD 4' 4" 7' 4" 7' 4" 9' 1" 9' 1" 10' 10" 10' 10" 14' 0" 14' 0" 14' 0" 14' 0" GROUP B: w Q STANDARD 4' 4" 6' 4" 6' 4" 8' 4" 8' 4" 10' 10" 10' 10" 12' 11" 12' 11" 14' 0" 14' 0" 1 4' 10" 7' 8" 8' 3" 9' 1" 9' 9" 10' 10" 11' 8" 14' 0" 14' 0" 14' 0" 14' O" HEM-FIR 1 & BTR SP #2 4' 9" 7' 8" 8' 3" 9' 1" 9' 9" 10' 10" 11' 8" 14' 0" 14' 0" 14' 0" 14' 0" 1 W 3 4' 6" 7' 7" 7' 7" 9' 1" 9' 6" 10' 10" 11' 4" 14' 0" 14' 0" 14' 0" 14' 0" DFL " " 90 ' SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4' 5" 6' 5" 6' 5" 8' 6" 8' 610' 10" 11' 113' " 13' 3" 14' 0" 140" 1 2 4' 11" 8' S" 8' 8" 10' 0" 10' 3" 11' 11" 12' 3" 14' 0" 14' 0" 14' 0" 14' 0" SPF #3 4' 9" 8' 5" 8' 5" 10' 0" 10' 0" 11' 11" I1' 11" 14' 0" 14' 0" 14' 0" 14' 0" HFST L UD 4' 9" 8' 5" 8' 5" 10' 0" 10' 0" 11' 11" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" ® 1' STANDARD 4' 9" 7' 3" 7' 3" 9' 7" 9' 7" 11' 11" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: 1 5' 4" 8' 5" 9' 1" 10' 0" 10' 9" 11' 11" 12' 10' 14' 0" 14' 0" 14' 0" 14' 0" C SP #2 5' 3" 8' 5" 9' 1" 10' 0" 10' 9" 11' 11" 12' 10" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. �j #3 5' 0" 8' 5" 8' 5" 10' 0" 10' 6" 11' 11" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 80 PLF OVER r I DFL STUD 5' 0" 8' 5" 8' 7" 10' 0" 10' 6" 11' 11" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). STANDARD 1 4' 11" 7' 5" 7' 5" 9' 10" 9' 10" 11' 11" 12' 3" 14' 0" 14' 0" 14' 0" 14' 0" GABLE END SUPPORTS LOAD FROM 4' 0" SYLlM) OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" _ ABOUTS PLYWOOD OVERHANG. + ATTACH EACH "L" BRACE WITH 10d NAILS. GABLE TRUSS 'k FOR (1) "L" BRACE: SPACE NAILS AT 2" O.C. 2X4 #2N OR BETTER IN 18" END ZONES AND 4" O.C. BETWEEN ZONES. DIAGONAL BRACE OPTION:WHEN DIAGONAL MAY BE T + 'k'1 FOR (2) "L" BRACES: SPACE NAILS AT 3" O.C. DOUBLED WHEN VERTICAL W18" ; IN 18" END ZONES AND 6" O.C. BETWEEN ZONES. + BRACE IS USED. CONNECT „L„ L "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 600# BRACE MEMBER LENGTH. AT EACH END. MAX WEB *,k TOTAL LENGTH IS 14'. GABLE VERTICAL PLATE SIZES 2X4 STUD, y3 OR VERTICAL LENGTH NO SPLICE BETTER DIAGONAL VERTICAL LENGTH SHOWN BRACE; SINGLE 18LESS THAN 4' 0" 1X4 OR 2X3 ' * GREATER THAN 4' 0", BUT IN TABLE ABOVE. AOR DOUBLE CUT L + + + '. 2X4 (AS SHOWN) AT LESS THAN 11' 6 UPPER END. Li uGREATER THAN 11' 6" 2.5X4 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 A9015E --WARNING-- TRU SSES INSTALLING AND BRACINGEOREFER T❑ HIB-91EXTREME R(HANDLING INSTALLINGIN FABRICATING, NAND BRACING)NSHIPPIG,PUBLISHED \plll 111111 REF ASCE?-98-GAB11015 BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR �\\\\\�E P F �� SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, ti�� t DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL `�� PTA. moi' HAVE A PROPERLY ATTACHED RIGID CEILING. �� '9J• DRWG A11015ECO901 ■*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; OR FABRICATING, NO"22839 -ENG HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH _ '•-STATE OF APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE '• s AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA7 - TOT. LD. 60 PSF ASTM A653 GR40 GALV. 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 �i� •"�,401410' DRAWINGS 160 A-Z. THE SEAL ON THIS POMPANO BEACH,FLORIDA ENGINEERING SUITABILITY RE PON IBI ITY SOLELY FOR R THEGOR A US CPAROMPONEN BUILDING SHOWN. INDICATES ACCEPTANCE OF PROFESSIONAL FREDENG� ``, RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 1 Jan 31 '��III71\1711\\\\ MAX. SPACING 24.0 2X8 "T" GABLE DETAIL REINFORCING GABLE VERTICAL PLATE SIZES MEMBER _ 2X4 "T" SYM. VERTICAL LENGTH PLATE IF PLATES REINFORCING ABOUT + FOR LET—IN VERTICALS BETWEEN CHORDS SIZE OVERLAP• MEMBER LESS THAN 4' 0" JIX4 OR 2X3 I 2X8 GREATER THAN 4' 0", BUT 2X4 2X8 TOENAIL TOENAIL LESS THAN 11' 6" GREATER THAN il' 6" 2.5X4 2.5X8 i v (DREFER TO ENGINEERED TRUSS DESIGN FOR PEAK, SPLICE, WEB AND HEEL PLATES. + ; IF GABLE VERTICAL PLATES OVERLAP, USE A TO CONVERT FROM "L" 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 2X8 2X4 "L" BRACE, GROUP A, OBTAINED FROM THE VEGA LE RTICAL + APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR LENGTH SBCCI WIND LOAD. TYP. MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL LENGTH IS 14' FROM TOP TO BOTTOM CHORD. EB LENGTH INCREASE W/ "T" BRACE WIND SPEED "I"' REINF. SBCCI ASCE AND MRH MBR. SIZE 110 MPH 2x4 10-% 10 7 + 15 FT 2x6 40 % 50 Z 110 MPH 2x4 10 7 10 R 30 FT 2x6 50 % 50 % 100 MPH 2x4 10 % 10 7 15 FT 2x6 30 7 50 % 100 MPH 2x4 10 7 10 7 30 FT 2x6 40 % 40 % 90 MPH 2x4 20 % 10 % + + PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. 15 FT 2x6 20 % 40 % RIGID SHEATHING ATTACH EACH "T" REINFORCING MEMBER WITH 90 MPH 2x4 10 % 10 % HAND DRIVEN NAILS: 30 FT 2x6 30 % 50 % 4 TOE 4AILS 10d COMMON TOENAILS AT 4" O.C. PLUS (4) 16d COMMON TOENAILS IN TOP 80 MPH 2x4 10 % 20 % AND BOTTOM CHORD. 15 FT 2x6 10 7 30 % GUN DRIVEN NAILS - 0.131" X 3": 80 MPH 2x4 20 % 10 7 REINFORCING TOENAILS AT 4" O.C. PLUS (4) TOENAILS IN TOP AND BOTTOM CHORD. 30 FT 2x6 20 % 40 % MEMBER 70 MPH 2x4 0 7. 20 % THIS DETAIL TO BE USED WITH THE APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR SBCCI WIND LOAD. 15 FT 2x6 0 % 20 % ASCE 7-93 GABLE DETAIL DRAWINGS 70 MPH 2x4 10 20 7. GABLE TOENAILS 30 FT 2x6 10 % 30 % TRUSS SPACED AT A11015EN0699, A10015ENO699, A09015EN0699, A08015ENO699, A07015EN0699 4' O.C. A11030ENO699, A10030EN0699, A09030EN0699, A08030EN0699, A07030EN0699 EXAMPLE: ASCE 7-98 GABLE DETAIL DRAWINGS ASCE WIND SPEED = 100 MPH A13015ECO901, A12015ECO901, A11015ECO901, A10015ECO901, A08515ECO901 MEAN ROOF HEIGHT = 30 FT A13030ECO901, A12030ECO901, A11030ECO901, A10030ECO901, A08530ECO901 GABLE VERTICAL = 24" O.C. SP y3 SBCCI GABLE DETAIL DRAWINGS "T" REINFORCING MEMBER SIZE = 2X4 S11015ENO699, S10015EN0699, S09015EN0699, S08015EN0699, SO7015EN0699 "T" BRACE INCREASE (FROM ABOVE) = 107 = 1.10 S11030EN0699, S10030EN0699, S09030EN0699, S08030EN0699, S07030EN0699 (1) 2X4 "L" BRACE LENGTH = 6' 7" 4 TOE AILS SEE APPROPRIATE ALPINE GABLE DETAIL ASCE OR SBCCI MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH ( 1.10 x 6' 7" = 7' 3" CEILING WIND LOAD) FOR MAXIMUM UNREINFORCED GABLE VERTICAL LENGTH. THIS DRAWING REPLACES DRAWINGS GAB98117 876,719 & HC26294035 —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, 11 1111�� 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, L F/ %, DATE 10/24/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL ttIc- moi. HAVE A PROPERLY ATTACHED RIGID CEILING. �� QJ''. _ DRWG GBLLETIN1001 --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ((�• ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = -ENG DLJ KAR DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, No.22839 - / HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE STATE OF TOT. LD. 60 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 ' 'P� ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER i�j "OCpgIOP.� POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL �q� G� 4UR. FAC. ANY SUITABIENGINEELITY AND USENG IOFLITY SOLELY FOR THE THIS COMPONENT FOR ANYSP ROTrICULARTDESIGN SHOWN.BUI DING IS THE THE Jan 31'1aREDEN{{�. RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. "fillIIII{{ IMAX SPACING 24.0"