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HomeMy WebLinkAboutBuilding plansC:7 Certification for Deslan load Compliance 1. DESIGN CODE: Florida R�S(DENTI AL code 2014 Edition w/2014 supplements using ASCE 7-10 2. Structure Design is: X Enclosed�_Partially rnclosed_Open Building 3. Risk Category: -I X it _I II _IV Exposure Category: XB _C - D Adjustment coefficient _ 4. Design Wind Velocity 160mph _ ASD _, � LRFD End Zane Width 4 ft. S. Mean Roof Height:_jj_ft. Roof Pitch: Cv:12 Parapet-ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ SO' ' MRH(worst case)) Zone 1: AGOZone 2: - S9'1 Zone 3: -101 rt Zone 4 AlE' I Zone S: -57•5 Garage: -?5,$ 7. Design Loads: Floor: _ PSF Roof/Dead:-PSF Roof /Live-PSF Balcony: -PSF Dock: -PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF a. Were Shear Walls Considered for Structure? X Yes_ Not applicable Explain Why Not: 9. Is A Continuous load Path provided? X Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required X Yes _No (based upon section 1803.2 exception) PRODUCT REVIEW PRODUCTF-47.9 NG DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS TYPE ATTACHMENT METHOD PRESSURES DESIGN PRESSURES IKO INDUSTRIES LTD. CAMBRIDGE AR NOA# 11-0517.09 N/A (6) 3/8" DIA. ROOFING NAIL PER SHINGLE SHINGLES -39.4 •67.5 WINDOWS.41 DOORS -101.4 -57.5 .47.9 -110 •75 PGTINDUSTRIES PLASTPRO 5500 SERIES PVC PVC S.H. SERIES O FIBERGLASSD. NOA# 15-0519.05 FL# 15210.1 IMPAR IMPACT O.C.E 1.34 M DISTANCE EMBEDMENT AND 1" EDGE DISTANCE EMBEDMENT AND AI 14" MAX O.C., U TYP FROM EACH CORNER: WITH 1.3J4" MINIMUM EMBEDMENT& C CORNER: 2.1/2"EDGE DISTANCE -75 �.n°w TRULITEWINDOW DAB DOOR COMPANY, INC. Brun n°cRnvAi F00. 1800FRENCH 824 STEEL SERIONAL USE OF PRODUCTS NOA# 11-1209.02 NOA# 35.0317.05 LISTED FOR THIS IMPAR IMPAR STRUCTURE. THE IN Y."TAPCONS@ 14" MA1/2' IN ED E DIDOORS EMBEDMENT WITH A 2-SJ2" MIN EDGE DISTANCE 5/16 X 1.5/8" LAG SCREWS 3 PER BRACKET @ 12"O.C.: WITH 1.1/4" MINIMUM EMBEDMENT ACCEPTANCE OF THESE DOORS GARAGE-64 DOOR 4.47,9 THt5LAL HtKtuiv a rnuv4- -11 11,•••••-•-- PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER,WMI�M , CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 160s.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE WINDBORNE DEBRIS PROTECTION (�- IMPACT RESISTANCE GLAZING Unt.; D I - 2"68, ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL N REVIEWED BY DATE - PLANS AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE ALL MANUIJAOTURM ALES SHOWING U FACTORS AND SHGC COMPILANCE WRH FBC ENERGY CODE MUST RElNUNTIL cT►OI A LL DOORS AND WINDCW9 APPROVED THESE PLANS AND ALL PROPOSED WORK ARE Suwr(F r T(),A7 CnRiXCTIONS REOLWREA uY MLLD IN6+-CTINI,R THAr MAY 66 fV6C6saAfty IN MEM TO COMPLY WITH AU APPQCADLi 00068, y CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD CCLNNECTOR SCHEDULE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPUFT(GROUPED, WORST CASE) SIMPSON CONNECTOR(S) CONNEROR(5) UPUFT DESIGN FASTENERS A-[S EACH 642# 1 (1)HETA 20 1810# 9-10dK1-1/2" D-D3 EACH HANGER BY TRUSS COMPANY 64 1" BRG 694# 1 (1)HETA 20 1810# 9-IOdxi-1/2" 2 0 BRG HANGER BY TRUSS COMPANY Os-D6 1 BRG 134# (I)MIS 16 1000# 14-10dxl-1/2" 2 BRG 1167# (1)HETA 20 1810# 9-10dxl-1/2" 3 BRG HANGER BY TRUSS COMPANY E 1 &2 BRG 812# (1)HETA20 (11HETA20 197011 9-10dxl-1/2" 3 BRG 519# 1810# 9-10dx1-1/2" G•G6 1 &2 BRG 1425# (1)HETA 20 1910# 910dxl-1/2" 3 BRG 376# (1)MTS 15 1000# 14.10dx1-1/2" GRA EACH 1093# t1)HETA 20 1810# 9-10dxl-1/2" GRB 1 BRG 2744# (2)HETA 20 j)) FGTR (-1� l-a LbiQi(0 2700# 9-10dx1-1/2" (2) %" X S" TITEN & 1i4-5 16" X 3"„ 2 BRG 5054# So�a0* 3 BRG 183# (1)HETA 20 TRIO# 9.10dx1-i/2" GRC EACH 886# (1)HETA 20 1810# 9-10dxl-1/2" GRD EACH HANGER BYTRUSS COMPANY ERE 1 &2 BRG 694# (1)HETA 20 181D# 9-10dxl-1/2" 3 0 BRG 1328# (1)HETA20 loom GRF EACH 279M (3)FGTR 5000# (2) %' X S" TI EN & 18-sos X" X 3" GRG 1 &2 BRG 1773# (1)HETA 20 1810# 9-10dx1-1/2" 3 BRG 297# (1)MTS 16 1000# 14-10dxl-1/2" GRK 1 BRG HANGER BY TRUSS COMPANY 2 BRG 1424# (1)HETA20 1910# 9-10dxl-1/2" GRL EACH 3193# (1)FGTR 5000# (2)WXS"TITEN& 18•SDS %" X 3" M,MS&GRM 1 BRG 675# (1)HETA 20 1830# 9-10dx1-1/2" 2 BRG 459# (1)HU28 1095# (6)16dX2-1/2 TO LEDGER (4)-10d X 1-1/2"TO TRUSS K-K4 1 BRG HANGER BY TRUSS COMPANY 2 BRG 91" (1)HETA20 1810# 9.10dxl-1/2" K5 EACH 655# (1)HETA20 1810# 950dx14/2" KING JACK 1 BRG 743# (1)HETA 20 1910# 9-10dxl-1/2" 2 °BRG 591# (1)MTS 16 300011 14-10d1410dx1-1/2" HIP JACKS 1 BRG 157# (1)HETA 20 TRUSS COMPANY (S)MM 16 38109 9-SOdx1.1/2" 2 BRG NAILED PER PIGGYBACK 48"O.C. 672# low# 1410dx1-1/2" VALLEY TRUSSES 48" O.C. 672# (i)MTS 16 5000# 1410dxl-1/2" TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS_ CHAMBtKS I KUS$ JU# x sst4. 1 KUS tNUIM KIND DATED 03/04/2016. ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 4 • M A F UNTEL NO. LENGTH - SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE REAM LS 2'10" 6113# 4460# BF16/IT-16 L 2 3'-6" 6113# 3547# 8F16/1T-10 L3 4'-W 6113# 3079# BF16/1T-18 L4 4'-6" 6113# 123 2724# 8Fi6/1T-18 LS S14" 53650 2190# 8F36/ST-iB L6 5110" 4360# 2093# 8F16/1T•1B L7 61•6" 3480# 1880# SFl6/3T•1B Le 7'•6" 2661# 1,903P 1634# 9F16/ST-10 L9 91-e lN3# 1133# BF361T-38 L 10 10'-6" 1533# 914# 8F16/1T-10 Lll 131-e 1366# 7989 SF16/1T-iB L12 12'-0" 1254# 723# BF16/1T-19 L13 13'-4" 1075# 606# SF16/1T-18 L14 14'-W 3002# 559# 8F16/ST-18 L15 IV-9" 1370# 519# 8F16/1T-10 L 16 15'-e 1250R 485# BF36/IT-18 L17 17'•4" 950# 4 Aio- 8F16/1T-18 L18 19'4" 7509 347# 9F36/3T-lB L19 2114" 598# 306# 8F36 1T-1B L20 22'-W 5S00 295# SF16/1T-10 l21 24TD- 450# 267# 1 8F36/1T-18 hMNUMIUR LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'4" 5206# (t 2635# 7j (r SF14/1T•16 RL-2 41-V 5206# 2525# BF14/1T-18 RL-3 5'-8" 4567# 3960# 8f34/3118 RL-4 5'-10" 4242# 1900# 8F14/3T•SR RL•S 6'-B" 31204 1651# Bf14/iT•18 Rk6 7'-8" 2459# 1'1'17 1462# L 8F14/3T•1R RL-7 9'-8" 1568# 1135# 8F34/1T•iB NOTES: ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. AL L-17 sr-wo (005 rap/ 007 100�11, I FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS #%-$f f73►578 & well # 5 t - Z599N Date: 1/t,9 r-7 A 5f -21M Revie*er 40i 8° 17! 4H L 4 24 S, hy rCA � I DEiSC,/7rtnP:GL. - b toi01i 4' 4' s 411a4'P,TF WBIDP D57S -�.K�__. . '+ Ul 2gtG8 --E L ' Y 413G.QR. MI _ -MA5=MR 5ATR a Rot M - O �tt B CLf3 • y' %' U ( tQiF-E.sPAaE 2 's4z .411 I u L- I , u I N I -14 2b_ H 1 4tr �! l0'4 -P�' ..... -e- 411 - ----$-"_LO...._. kl L 6, E- 12 jmX B L 9 -- -� - _ 25 S,H, I pt RGL R' G+1 DE41 le - m T. rA.T O' W� I- 00 _ i 1 ROD pP71 , :INII - _ 1N1 NCa _ PJ°l LG. • 0' LG, / VA LTBD �j V4LJLTEV 61,G• ® 3;1 $u Ilhbu 4,, 41' P. 1 41, 4{I ' pt R -- 3ro [{• 01 LA CdbINE L J SEEPING ROOMS PROVIDE AN EGRF X A NET CLEAR OPENII I L _ _ _°j<4" Sf X 61•F61A I WINDOW WITH S SO. Ft FOR GROUND FLOOF O. FOPENI d 4x 0 .FORUPPERFLOORS. I LF OG" LL NOT BE LESS THAN 24'H OR 20' pNG, ` SILL.jJOT MORE THAN 44" ABOVE FLO • C�f1� La lo+.. �\ -Awr ijja2Gr,- oaztE 5 � d 2.G CR 74 JlULT.ED G4-Ce-- L T' - Hlc,v - a� � m _r 3: Iz W I !�. 7kW(G 4 � -LApp;p y to O'' 41r 1811 Q ` 1�"0u _ 4n 1 „ b°GLG, 1 1 11 J n 'd' (0 4. 5 v- a 9-o co u • El 3r• k( -- PzArT INSuLWii a �' JOIC 66 =-FO Y � R, b'' - - uvi-Teo Gw. _ 7i fl�'fB� �L6GT, PA LL 2 ® � SL EL GT, M e 3 : f z s. vR. 7.a255,14, ° 8 �C�t xk -\ _ _ ATT1G AGGES� LADDER A SLAB z ( � 1 1 i i� • - G�0&0- -SLOPE .� &A-46"7T� j� - ,7-4 q - f .0 --_b.1__ wpc° IN FI L LI:O SeLi.-. I a- apt 9'i 11 _w Tr1P-?-L1t2'I�R ,Bi_K, -T--�- 14T+5 vent I\ _ �A� - - > • \\ cmofE-CR ct • 8°To al _ - '-�'-fg ylt7E. 4x4 PosT w/.6RG•Q 8`0' _ FFppv° PORCH $h(, - FOst`F7MC ' ABU44 5/8 -- / 81$4x4`LT1rE EXR 00LT To uALL 12 Jo Pos t �4& I& L,/ (4) NS To _ Po3T• G0.P: ACE 4 MAX. L 5 NGEPLEO FLANO (- V 941S = �Yc,�Lr 9'. • $YcLT10N4 • s d ii .4 4.$L, 41-ate �1 1 11 1 11 1 if - .. _I II - - ' JJ la (. (I (• I �# 2 L(® # - 5a' O If 1( [�yy j{".'��j'{{{��\\jf ,ems -- O. .�".0-.S�L_.:_J R.-----�-LA1___Y-o--..___... _'-___._ _/4�8.'..I"_tL-___ -13.Vi'JG AREA 5 1003 =_GA R" ArCk S t $10 (L' _ � 3 (. _-"?01;C14 - '139 � �0 _F-4 T 10 '21 0TOTA Em Z 04 Ln U W GNAEL J. ,qE C U V U U u11mm- Certification for Design load Compliance 1. DESIGN CODE: Florida R S(DI?NT14L code 2014 Edition w/201+ supplements using ASCE 7-10 2. Structure Design is: X Enclosed_ Partially Enclosed -Open Building 3. Risk Category: _I X II _III _IV Exposure Category: XB ,_C J D Adjustment coefficient - 4. Design Wind Velocity 1GOmph _ ASD _ LRFD End Zone Width Or ft. S. Mean Roof Height: eft. Roof Pitch: (P:12 Parapet _ ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual SO. ft. @ SO' ' MRH(worst case)) Zone 1: •41`OZone 2: - S4•i Zone 3: -101.4 Zone 4 -�! ( Zone 5: -57_5 Garage: -?S.8 7. Design Loads: Floor:_ PSF Roof/Dead:-PSF Roof /Live_PSF Balcony: -PSF Dock: _PSF Deck: PSF Stairs: PSF Fence: PSF Railing: PSF S. Were Shear Walls Considered for Structure? X Yes_ Not applicable Explain Why Not: 9. Is A Continuous Load Path provided? X Yes_ Not applicable Explain Why Not: 10. Design Soil Bearing Pressure:2000 PSF Soil boring Test required X Yes _No (based upon section 1803.2 exception) PRODUCT REVIEW PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES WINDOW ZONE 4.47.9 .60 MIWINDOWSAND ISE SH FL#17499.2 NON 3/16"TAPCONS@16"MAX. O.C., WITH 1.1/4°MIN. IMPACT EMBEDMENT AND 2-1/2" DISTANCE TO EDGE ZONES -57.5 DOORS MIWINDOWSAND CM-ISS31 FL# IMPACT Y."TAPCONS@ WITH 1.1/4"MIN. EMBEDMENT'A" MULLIONS -47.9 -130 DOORS 19363.8 TAPCON, 1.1/4" MIN. EMBEDMENT AND A2.1/2" MIN. EDGE DISTANCE SHINGLES ZONE 1 -38.2 IKO INDUSTRES CAMBRIDGE NOR# N/A 3/8" DIAMETER HEAD ROOFING NAIL WITH SIX NAILS ZONE -53.9 AR 11.0517.09 PER SHINGLE ZONE -101.4 -SS PLp5TPR0 5MOOTH FL# IMPACT WTAPCONS@IS- MAX. O.C., 1.1/4" MIN. EMBEDMENT DOOR ZONE4.47.9 ZONES -57.5 FIBERGLASS 1SI87.3 2" MIN. CLEARANCE TO MASONRY EDGE, 4" MIN. CLEARANCE TO ADJACENT ANCHOR DOORS ZONE 4.47.9 -/+SS PLAST PRO SMOOTHJ FL# IMPACT W TAPCONS @ 14" MAX O.C. , 6" FROM CORNERS, FIBERGLASS 15219.1 WITH A 1.1/4" MINIMUM EMBEDMENT SHUTTERS ZONE 447.9 -54 TOWN AND COUNTY SAFETY EDGE FL# IMPACT W TAPCONS @ 17" MAX. O.C. ,1.3/4" MIN. ZONE 5.53.5 INDUSTRIES STORM PANELS 12856-R5 EMBEDMENT AND 2" EDGE DISTANCE GARAGE -25.8 +55/-64 DAB DOOR 824 51 LLL NOA# NONE 5/16 X 1.5/S" LAG SCREWS @ 6"O.0 DOOR COMPANY, INC SECTIONAL 15.0317.05 n eno Tuw er•urninc THCArrrt TAmrrnFTHFSF THE SEAL HEREON 15 PKUVIUtU UNLT t U INUIUAI t uun nwicvv n.. PRODUCTS AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS. ATTIC V I 008 S.F. X ROOF PITCH MULTIPLIER 1.18 3549.44 CUBIC FT (WALKERS ESTIMATORS MANUAL) 3549.44 / 150 = 23,66 S.F. OF REQUIRED VENTS (SECTION 806 FLORIDA BUILDING CODE) 7" X 22" = 1.06 S.F. PER VENT 239 LINEAL FEET / 8' = 30 VENTS 30 X 1.06 = 31.8 S.F. OF VENT AREA PROVIDED rnW WF(7na Crwrni WE TRUSS ID BEARING POINT(S) TRUSS ACTUAL UPLIFT(GROUPED, WORSTCASE) SIMPSON CONNECTOR(S) (1)HETA 20 CONNECTORS) UPLIFT DESIGN FASTENERS A -CS Mai 642# 1 18100 9.30dx1-1/2" D-D3 EACH HANGER BYTRUSS COMPANY 64 :["BRG 694# (2)HETA 20 181011 9-10dX1.1/2" 2 BRG HANGER BYTRUSS COMPANY DS-D6 1 BRG 1340 (1)MTS 16 1000# 14-10dxl-l/2" 2 BRG 1167# (2)HETA20 1810# 9.10dxl-1/2" 3 BRG HANGER BYTRUSS COMPANY _ E 1 & 2 BRG 812# (1)HETA 20 (1)HETA 20 (1)HETA 20 1810# 9-10dxl-1/2- 3 BRG SIB# 1810# 9.10dxl-1/2" G-G6 1 &2 BRG 1425# 1810# 9-SOdxl-1/2" 3 A­BRG 3769 (1)NITS 16 10DO# 14-1061-1/2" GRA EACH 1083# (1)HETA 20 1810# 9-10dx3-1/2" GRB 1 BRG 2744# (2)HETA 20 2700# 9-10dX1412" 2 BRG 5054# • (QFGTR (15 ftTA 2-a 5otlOji: , (�1011 (2)J6" X S" TITEN & i$s s:4"X3",. 3 BRG 183# (1)HETA 20 I810# 9-10IIA-1/2" GRC EACH 886# (1)HETA20 IBM# 9-10dx1-1/2" -GIRD EACH HANGER BY TRUSS COMPANY GRE 1 &2 BRG 694# (1)HETA 20 181011 9-10dxl-1/2" 3 BRG 1328# (1)HETA 20 low 14-10dxl-1/2" GRF EACH 27M (1)FGTR 50DON (2)%-X5"TITEN& 18-SDS Y." X 3" GRG 1 &2 BRG 1773# (I)HETA 20 SS10N 9-10dxl-1/2" 3 BRG 297# (1)MTS 16 100w 14.10dxl-1/2" GRK 1 BRG HANGER BY TRUSS COMPANY 2 BRG 1424# (11IETA 20 18104 9-lOdxl-1/2" EACH H 31939 (1)FGTR SOON (2)%-XS-TITEN& 18-SDS'A" X 3" 0LMS& GRM 1 eRG - 675# (I)HETA 20 1810# 9-IOdxi-1/2" 2 BRG 459# (1)♦IUZ8 logs# (6)16dX2-IA TO LEDGER (4)-10d X 1-1/2"TO TRUSS K-K4 1 BRG HANGER BY TRUSS COMPANY 2 BRG 816# (1)HETA20 181011, 9-10dx1-1/2" KS EACH 655# (1)HETA20 (i)HETA20 181011 9-10dx1.1/2" KING JACK 1 BRG 7439 1810# 9-10dx1-1/2" 2 BRG 591# (1)MTS 16 1000# 14-10d1410dX1.1/2" HIPIACKS 1 BRG 157# (1)HETA20 11110# 9-IOdXI.1/2" 2 BRG NAILED PER TRUSSCOMPANY PIGGYBACK g8"O.G 672# I-LKM16 1000# 14-SOdXi-1/2" VALLEYMUSSES I48" O.0 672# (1)MTS I6 300D# I 14-10dxl-1/2" TRUSS INFORMATION TAKEN FKUM MANUtAU Uxtn'>>nur UKAWIN"ZI. a.vI.."i"""����, •�""•� ••----^-•^--^•••_ DATED 03/04/2016_ ALL LOADS REPRESENT WORST CAS LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. 4 Ex lt!� 0 I INzI, G]6MIIL Im UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPUFT LOAD COMPOSITE BEAM LI 2'1W 611311 4460# 8F16/1T-IB 1.2 31-6" 6113# 3547# SF16f1T•18 L3 4#-W 6113# 307911, SF16/1T-18 L4 41-V 6113N 723 2724# SF16/3.T-1B l5 5'4" 5365# 2290 SF36/1T-113 L6 5110" 4980# 2093# BF16/1T-18 L7 61-6" 34W# IBM SF16/IT-10 L8 7'-6" 2661# 12&-54P 1634# 9F16/1T-1B L9 9-4" I843# 1133# SF16/2T-18 L 10 10'-6" 1533# 914# SF16/1T-18 LIl li'4" 1366# 7980 SF16/1T-18 L12 12'-V 1254# 723# 8F16/1T-IB L13 IT:i" 1075# I 606# 8F16/1T-18 L14 14'-W 1002# 559# 8F16/1T-18 LIS 14'4- 1370# 51911 BF16/1T-18 L16 1514" 12so# 48S# 9F16/1T-18 L17 171-V 950N + 404# 8116/1T-18 LIS 19'4" 7SON 347# BF76/IT-1B L 19 21,4" 598# 30611 SF16/1TAB L20 22'-W 5S0# 295# SF16/IT-18 L21 24'-0" 450# 267# BF16/1T-10 E AlilMUMMIUM F UNTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAV17Y LOAD SAFE UPUFT LOAD APPLIED UPUFT LOAD COMPOSITE BEAM F LA 4V" 5206# fP 2635# (r 8F34/1T•10 RL-2 4'-V 520" 2525# BF14/1T-1B RL-3 5'-S" 4567# 19601! SF141T-18 RL4 S'-10" 4242# 1900 BF14/1T-10 RL-5 61-8" 3120# 1651# 8F14/IT-IB RM6 V-6" 2459# ((bj j 1"211 8F14/iT-38 Rl-7 9'-8" 1568# 1135# 8F14/3T-18 NOTES: ALL LOADS ARE IN POUNDS PER UNTAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE SEE STRUCTURAL NOTES FOR ADDMONAL INFORMATION. % L-17 Sr-I&(r)#5raP/00*% 11 FM 4v� aIJ ---- -- ---- 17' 471 B II 211-0 IaIt SI tyti I _ji" Vl-0 a 4' 4� T pvr 4"14"P,T,, WOOPD OSTS - Ir Is to 2gtL8 lez CPL. st - -t --- 2 L I PVf ---- - -0 w oo ¢- - _` - - - Ir --- --R GL' MS -o Cn ( CO It J - 1 1 U (o'4 - ---- - .. -Pi' 14.. _ I t fJ I II '.LQ.. o2-8 11 ___1 fo'4 ... --- --A2'. 49R - _ _. a• ItRRVIL� �6 ''� ON, -, 6- W ° _ ._ L- 2S S,H. \ I ( 2t°x }'LQ C+H 4RS, L- 4 23 S. . = -7rOaM �t MT-RaD O°3N"73 17 17 °C LG, . V� L3�D1 n . -;i V�r® 3EG'f G• 2kH - ) II � J aR Ou 41I (c'O11 @iN� N 'f445TER C Ei'7ki I Go R- aLG. 6 To I + - X 4❑ 4" 3':4" 0 k Cd MI of ___3to`Fl•. SLA Ga6IKER�'� I SLEEPING ROOMS PROVIDE AN EGRE WINDOW WITH A NET CLEAR OF I - d /// J a, I. I" - I OF 5 SO. FT FOR GROUND FL I 5,,7 SO. FT. FOR UPPER FLOORS. OPENIN BE LESS THAN 24'H OR 2 ' S ,J ( j4X G8 SHALL NOT L NOT MORE THAN 44" ABOVE F OPNG' . eGost -s -�. 6- �j� LA V ad H 131'F°Lp r_ 4,C, DR, d �R• -GrZ9AT-_CLDOM . - N d 2 C yAU LT�(J CLC. A/c. W( N -N I> O,I ' C. 1 QI' �,, 3 1 �11 /i 1 7 '! 'QI, O,I - ,t It I vr, �dCL(P. y'.�` VJ 9, O# �� irJ W - • 'r NTOZ d -. � ll. PI R�ERGLA L 8 (f•� •� �4�'IL,' Er LI 5 - 4i L INSULATI W CORP. o Y L R• VAULTED LW. 'rrpre(7 tLEGT. PA 2 x0 SL 6L GT. M 7 3:Iz PR, L $ g,c R LA,vvA-rTIACGESj -- LADDE"� _ 3'- IIi7 �' Sbl 4" ' SLR; 2 I _SLpPE -j I - 4$G • - BIOGK - L ^ •NT P�`f-OtZLH �RDFA- _ To 4114fi,E. . i -' cQ FILLrD CELL- °` 2.x1z Bon.�D wvl�(�•- nwI'A_ '�C��� wlTvP �tLI. H_ a = -' xx 2 +o , $LK, o , - w14i15 vCRt• GW - o� _ -7 FER C1 •8°T09° - ® - I toeroPI 4x4 POST W/6R6.Qf8�D1,., cot � 0-PIC $M. - Pos e,as� : Aau4•� ��(/• L-17XC • / 3/ # ` !8 CXP• 9, T To UALL �m l(00 Jo P03 \ S1MP LGUM2s3 2X C6) $x41iITt NS To -t POST -CAP: fLCE4MAX. Wd(267tGa IMML __- _PJLK;� (6 �/4iZ'rt"SDS To . I - NCEALYcD FLANGE LE-oJ g1�2H It�l, �j'.211 \YSGTtOSL��4RpGd0(Z "I 4 a. 75 _ o ^' z, � r -� • -:. • • . • • 14 - .�I�'�,I. _. - (��J, I 1I c('. ¢1) mot'-g If - lg'•P�u I��411 -... - 2210it - --- -l M ARC --CALCULATIONS _.1T%VlWG AREA = 1003 139 - PAT 10LFILE COPY ,TOTA L =-3opb SIVI 17 1{�p.LTF (J7 P6te-M O E� P4 Un U W I D?41o"j", J. S! R 96 I OF r-oU(Z NOTE: STUCCO ON RIBLATH OR PAPER BACK SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS, ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6"O.C. ALONG SUPPORTS. FASTENERS TO BE USED CAN BE 6D COMMON OR ROOFING NAILS HAVING A MIN.'%" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR STAPLES W/ A MIN.'%" CROWN ENGAGED NOT LESS THAN (3) STRANDS OF LATH AND MUST PENETRATE THE WOOD FRAMING MEMBERS'%" MIN. .AnSPrihLT SI tN'C � 14OnC-:rNG OVEN 30'i� F�t6T :V1�1©SR.LA�lMGs�iT ptJ 5/ �'.��DX, PtJ4{LIOt GDioNEA1N1=O <a A�"•I"AGN�� , 6�` n U s S-'ssE T2US5 TI MG SC14"v 73tT't_.11.15uGATttzr3 ,✓MxT4 iJK p I K 2. l',. NA-) L E K PA wA LL f CdVits. :--.C4. t Pa.LV� 2x.fa R 5.� 2v1NA ?+� M .- 13FG1 �t �cT7VE (_31✓A3.E v TTur-cQ ���► 19S--US`C. L1R:ML XURSE �� tn�+/ opSlvlt�.s _ bN G4'N G , � (L1..I:.p _ T4 1 C A L Co :.:. iN u�.A W IN INSULQ > I-FDI L tGT.I, &7YP�IC /�'\L -W �O "►ueC (GO FIN- dK "GpNc, �1Lp.GK � # V i 7; DOWELS 114 nl.0 1 isILLED SA oac.A...CELLS. Eottg 5 1�IA-.SxIPG OF 1EAC1+ .OP'r t.ht6. �._ .. .S.E 1? QaCz o CL p C L OGb,'T I L K �` -- - &rEa.4nl� TEI�MIr�...:TY31sA1�0 FILL. #�Ou 1J I7 N T t O W PLAN GC4fCP,) :o n ��,t'-i �� �•'�T t-INTEL ��► u r�� �-�P T�Ar�, (sea fIlov c.r 99VIEw AFFIDAVIT) G09-4G ATIf P Mr-f /71iui'r6k - F� ;r FIM 5HoP7 t (sur PR000rT R.r;view AFFipA-vr r) i G N-r5 u DOOR AND WINDOW BUCK FASTENING DOOR AND WINDOW BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS 0 12"13N CENTER, WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER THE PRODUCT REVIEW AFFIDAVIT WITH A MIN. OF 1.2/4" EMBEDMENT INTO CONCRETE "ROUGH FRAME). BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF THE FRAME PER 2014 FLORIDA BUILDING CODE WITH AMENDMENTS. r STRUCTURAL NOTES: 1. STRUCTURAL LUMBER TO BE HEM FIR R 2 GRADE OR BETTER WITH 1000 P,S.1. MIN. FIBER STRES VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. POR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2S00 P.S.I. MIN. 3. REINFORCING STEEL SHALL BE GRADE 60 OR BETTER WITH 30" MIN. LAP. 4. CONCRETE COVER OVER REINFORCING STEEL: FOOTINGS 3" BEAMS 1.1,(2" COLUMNS 1-112" S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR DENSITY. 6. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED & SELECTED TO WITHSTAND WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION. 7. DOOR& WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2014 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES. 8. PRECAST / PRESTRESSED CONCRETE LINTELS TO HAVE 6" MINIMUM BEARING. SEE LINTEL SCHEDULE FOR ADDITIONAL INFORMATION. 9. FOR METHOD OF ATTACHMENT OF DOORS & WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT. "NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM Z-MAX COATING OR BETTER. 4`t .4'1 F3 d M 1 a p '-J F 3 I s I 5) -rOUN ff FAT LO-N 5 H Co N c, 5 t:AI 5 o -4 tI ! �UTSC tJ N APaP-. 5AR.V-1-5RktdEt L t ji c wjzgr v � . r r; ra.n,T; f�,-LEAN, - M Q F3 '-SJZM tT 5' TREA-Tev Ft L:I-. F 1i'D£? 7t eK6t: ERG...1� FZ f8"G RTZ'ROP t�ipNDt l TF)1G Cs7Nl ; �1G. �3 CO NrM5DDJOt�[.Tt-t(G GC�PIG, C>7<oE RI L �4 �3 "-I°{"�x!1'2A`.rMC)TiOlLIT}Ot-r.. C.044._pLp rF N IXI l:3 w cLnos_I�AMS -�� o a I n N -W1112E,_ Co:a:_ CGu P-6, rF = 71Z4 co - - - - -1 &(-0RI 1 R Sat -oil -- - --- . 1. V- o IR Michael J Sea( AR96898 v o w U r „ qT M U a a F2 v ]...� •� °z o O F Al VI d o � o U a d � a 3 a o � a Elm to Af�i.,E ?-3 Nx7 ROOF SHEATHING NAILING ZONE INFO. ZONE Pl REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD, ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.C'PERIMEfER & 6" O.C. FIELD. ZONE P3 TX 5' @ HIP AND 5' X, LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . NOTES: 19/32" CDX PLYWOOD SHEATHING 25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. UNDERLAYMENT FELT SHALL BE PEEL.& STICK OR 30# FELT COMPLYING W/ ASTM.D226. ���� 1n.1'i17tit5�1Z �<C. 13LK L`o sf, Z X T('oeSIC)o e't oGc. w/ '/Z'XS`/Z' rmRmt- 0 4'' Pit.2XCe �UCK w�3jlGXZ`/'Z-� O TA?Cn t-_n S @ 1 Z'o C, STaC�Eef.S� fl -s V_'Ev qcltSV5 'Al Z"16 X Ile �� Y-Ua5 H at_S _ o 0 .%.9 F— - o e krs a 5'C4mo W Iv�I WA�a">r.� PeAoP I a C,o $error-o- ALFi'm aura IQN) CTY'r, OF t d r_4c�, 1 If _ . (�f A e_3 a �4 9�,l CONST R . I t/2": 1.0 „ 179'A"CIP coNG,. FILLS D...COVK55 NOTES: CZXi lil 8X1 rt 5 (.. DRYWALL SHALL CONFORM WITH SECTION R702.3.1 OF THE FLORIDA BUILDING RESIDENTIALdODE. " CERAMIC TILE INTUB /SHOWER COMPARTMENTS SHALL CONFORM WITH SECTION R702.4 OF THE RORIDA .;� w. .'•� -wBUILDING RESIDENTIAL CODE. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND A 7 SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. AT INSULATION SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER WITH A FLAME SPREAD NOT EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT EXCEED 450. ^- .. -••-- �FOAM BLOCK INSULATION SHALL HAVE A FLAME SPREAD OF NOT MORE THAN 75 AND SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. 11 _ eo -- 4ww6 oll �•=�LNIPSfZR 1=V�i� __._ -�rT�'N S,Cf1�W£1b W61_l, } S�p�orr I A C E 4 ia Tft� t6 TO 170$T �Z115 1@_FJ.LLST�+'s__ Tfi3'fG4-- �-••��1P��R�(-!�55 SNtNG1,B 12C�PrRiG ;,EL J. s AR9 9 a,� 0\•2'1•; 0 w rn v rn d O a w U� m M a U O_ O V �Y A 4. o o U� <C d a A SHEET 1107 N 4o �ANiL SINGLE POLE SWITCH 3 THREE WAY SWITCH DUPLEX CONVENIENCE OUTLET 220V OUTLET I MOTOR OUTLET + WALL MOUNT LTG. FIXTURE AFI GROUND FAULT PROTECTION V PHONE OUTLET II J.B. FOR FAN/LIGHT COMBO CABLE TELEVISION OUTLET WP WEATHER PROOF RECESSED FIXTURE CEILING MOUNT FIXTURE 50 SMOKE DETECTORS O DOORBELL rl CHIMES bRF a TIED TO BLDG. R-ire �fT7RIVEN — f ELECTRICAL LOAD CALCULATIONS 2026 SQ. FEET 3 VA 607E VA 2 APPLIANCE CIRCUITS 3000 VA 1 DRYER 5000 VA 1 LAUNDRY 1500 VA 1 DISHWASHER 1200 VA 1 REFRIGERATOR 1200 VA 1 RANGE/ OVEN 12,000 VA 1 WATER HEATER 4,500 VA 1 DISPOSAL 800 VA 1 MISC 2000 VA 1 MINI SEWER 2500 VA 1 POOL PUMP 2800 VA SUBTOTAL 42578 VA FIRST 10000 VA @ 100•0A 10,000 VA REMAINDER @ 40% 13,031 VA 1 A/C & HEAT SYSTEM 12,000 VA TOTAL 35,031 VA 35,031 146 AMPS 240 (FUTURE) USE NEW 200 AMP SERVICE PROVIDE ARC FAULT AND TAMPER PROOF RECEPTACLES THROUGHOUT -ZLIECT, MrTCZ Awe Cot -A t%" N It i `L.t:GT, SERVIGtt (7) *3/0 Tf4wN CU IN a -m to o. II 0 a a U qZr � a V � o V d f" .r— y o a 0 U 0 , a ' a a i SHEET LY-�r Fm SUM LOW lroLru7 ELEc1Rm PDWER SUPPLY COIL GUARD Itf� C M PAD aw INIERN1ima HURWWANE HDLO OOWMS - HLOWIME RE -DOWNS wm 1-1120 7APcON SCREWS DOO SLAB 1 12 X V4' SCREW INTO WMA6 (YWJ INSTALLED PER CODE GONDENSOR COIL ' ``w,\,4�4`J/ �AAIJU 9UC7RMV LINE REFRIGERANT M" UNE AIR COOLED CONDENSING UNIT SLAB MOUNTS. D mna RETURN DUCT SUPPLY DUCT A.H.U. Illy AIR HANDLER DETAIL EQUIPMENT SCHEDULE CARRIER 4TON C.U. - CH14NA0480OG A.H.U. - FB4CNP060L HEAT - 05 KW COOLING CAP. - 45,500 HEAT CAP. - 45,000 ELECT - 208-230-1 BRKR CU- r 0 AHU-30 REF. LINES - 7/8 & 3/8 S.E.E.R. - 14.0 HSPF - 8.2 AIR CONDITIONING PLAN 1 31YT' Do-,v-lv L ink• All 8A-10-1 JZmAYYI C;4- S ,510 //C I GFI GRANDE CONSTRUCTTON DAVISR.ESIDEN'CE PORT ST. LUCIE, FLORIDA FER �� ,1� � AIR d CONDITIONING MECHANICAL, Inc. CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1— 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 No. R 'sion/Iss Date ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. a r e, ( lonitG F61, Project Sheet Dale /_ a q Scale T ✓ IL' `0 i 11114 Aft 6ft cur. A r 1 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO DE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERI BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMII IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or.less 30' to 60' Span L� 6o degrees Sprea er Bar r or less _ l /2 0g '�_ Approx 2/3 to 7 Line P n approx.a 1/2 of Span 9 REFER TO BCSI REFER TO BCSI Truss must be set this way if crone used. Truss must be set this way if crane used. Truss is on example. your truss may not match. This is an example, truss may not match. Insist crone operator sets truss this 's way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. AL AIR HAN�L—EFZ NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorTNailsbe as de tabs o schedule in engineeringe nails. package. SEAT PLATES BY CHAMBERS U REPRESENTS A RANGER Hanger Schedule Use HUS26 for 2X4, SUH46 for 4X2 exce t as shown Carried Carrying Hanger ID Fasteners for Fasteners for truss truss Carried truss Ca in truss *Please refer to gineering package for general instructions on I 1 Od=0.148"x 3" 16d=0.162" x 3 1/2" INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-0" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 11'4" ABOVE FINISHED FLOOR A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 21' - 28' IN LENGTH AL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers AL PIGGY BACK TRUSSES MUST BE ATTACHED AND BRACED PER ENGINEERING DETAIL!! I Al Go d'_R" .k 17'4" _ 22' E NOTES: * ALL BEAMS ARE BY OTHERS. * PIGGYBACKS SHOWN OFFSET FOR CLARITY. * BUILDER TO UNDER FRAME CEILINGS AS NEEDED. SWV MUVf ti I StJ6N11TTAL RE APPROVED OAPPROVEDASNOTED fl REVISE AND REWMT ❑REJECTED I: HIS WORK WITH OTHER TRADED MU = WITH CONTRACT DOCUMENTS L Date:901eti-t•2oIII Architectonic Inc. Fort Pierre, FL 34980 PIGGY BACK DETAIL MATERIAL & LABOR TO ATTACH PIGGYBACKS IS THE RESPONSIBILITY OF THE BUILDER. FAILURE TO ATTACH AS SHOWN CAN RESULT IN FAILURE OF ROOF, INJURY AND LOSS LIFE. FAILURE CAN OCCUR DURING INSTALLATION OR LATER, Pig y B`xp' 1/r WX RYAV,'I W DS EF AND Show. lntad arvcN9 Buse m" 2a• Max oc �— 36• MAX OC Bwdo/rm" insmbo an attaan P19V back w" to boee Wv e1N e'x8'N/I P�YeotN okawt P moxMum 39' m eiu a m mnm ,. h eottam mad or Pg9y Be. Tma and tw enaa er eo" To worts ae ao eau raanycdm "r wear Bottom anal of Piggy Boa Tmee o"d tw Sad of Bose Tw" o'o Wood o maximam or 21 an to r aa aaunw. nn ae inom a ecn9. KW"stiamkgretm.a UNSUPPORTED JACK CONNECTION DETAIL ArtSte atraP (a epnl) a rer Top ChpE art urMs aaaan Ctwtl wMh 10dktS narks ] naAe N CanM Jack; ] In Hip Center Doimk aM1OpA a s Jaw CARRIED) HIP CARRIER Tneeea agong"kg'JW anti MAXIMUMS be hmmlbG�Theew�dy M FABRICATION AGREEMENT .kTRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED 7fra legal description of the property where the trusses will be Installed Is: Thp,undersigned acknowledges and agrees: a. Trusses will be made In stdd accordance with this truss placement diagram layout, Yillfch Is the sole aldhodtY for determining succeastul fabrication of the Weaea, .t All dlmenalans In this tayout have been verified by the undersigned. ,%S. Unless written notice Is provided by cartiflad mall to Chambers Trues within ten (10) days of dalNery the undersigned agrees that no be be allowed. In the event such wriHen nonce la fumishL Chambers Trues shall have three (3) bu5lneae days In vMkh to, begin ropelro required, or to substitute other trUseea, at Chambers op n. `,4�The undersigned edmowledg, receipt of "SCSI 1-03" summerysheet by TPI & WTCA. 4elNsry Is to Job she. It Is the euyer's'reeponalbglty to make the job $ite suitable for tlelhlery. Chambers Truss hell the cola authority to determine the auflebllity of the Job sire 'for portltin of the Job sae for delivery Chambers Truss will be responsible for dump delivery only. The.tiuyar Is reaponalble for additional dalhrery expenses H Chambers Trues has to redeliver . because Job ells Is nor prepared for dalNery or buyer Is not prepared for delivery of truases. euyeek responsible to Chambers Trues for towing wst6 due to site Conditions. ;t.6s.PAce as shown o hairs h 7 below Is auIs d to change H any Changes are. made In Ihisdayoul. A Se0 per hour fee for revlslons may be charged by Chambers Truss. ' b Is a PURCHASE ORDER to Chombers.Truss of the sum agreed to, or Ifnt ',pgreezrit a reasonable price. Invoke will be made on delivery and paid within tertna of net accept on.:Vdllvary. Invoice may be made at scheduled date of delivery If buyer cannot iielfyeryof fabricated trusses. The undersigned agrees to pay Chambers.TNss reasonable 'atibma wish e a nod for oil sums en paiof d ymenttnomemely made. 1.12 %. per month service b; Signature or inklalso where on this sheet COnsthutes agreement to all terms herein. rrg. In coesMeretlon of Chambers Truss Wending credit for this material the undersigned d all . uncondldonai to I guarente 6 Pa rere�vl �hgen d I of end the undereignede agrees to pdness ay such �ghambers Truan ss by arty ry g Indebtedness Ind ding eltomeys fees, H default In payment for materiel be made by the recipient. { 10: In the evert of any IlUgatlon concerning MIa agreement, the Hems Nml'shed hereunder ar paymants referred to herein, the, parties agree that the sole venue for any such anion will be Selnt Wei, County, Florida. ;.'tot: Design responsibilities are per "National Standard And Recommended Guidelines On Rasponslblllties For Construction Using Metal Plate Connected Wood Trusses (WSIfM VA TCA 4.2002" .'DATED .._� .. 'SIGNED �derbarrttay6eregt bred per"BCSI1-0S"h�pteganthlfiaY&damage. Multiple ply trusses must be fastened together per engineering ajore they are sett, failure to do so can result In roof collapse. taporery and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet included on delivery 6� I L I N(G Ai before setting trusses. J )',Trusmmustbesetandbraced p;�deslonl:6Pretrenttrgtay&dam�a Trusses must be set plumb and square (r ( ood Do not"set bunks or stack of plyw , roofing material or any J p}her edfieentrated loads on trusses, this can cause collapse. 7,D NOT SET TRUSSES USING THIS LAYOUT LAYOUTDELNERED WfTH TRUSSES TO SET TRUSSES `'; CHAMBERS TRUSS INC k r _- �J,rf 10'-4- 4 ;..': 3105 Oleander Avenue �9*-4. i'. ;$+ Fort Pierce; Florida 34982-6423 800-551-5932 :<< 772-485.8711 ;' d}k Pierce 772466-2012 Fax Beach 772�88-2012 Stuart 772.288.33D2 Wab Rita! CHAMBERSTRUSS.COM upset--1/4" heel=4 3/16" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 9'-4" END DETAIL: TYPICAL STEP CEILING upser--v4 neet=4 artia SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT 1 V-4" END DETAIL: ENTRY upset=114" heel=4 3/16" SQUARE CUT END CONNECTIONS DESIGNED 2x4Top Chord O AND SUPPLIED BY OTHERS WALL HEIGHT VARIES TYPICAL END DETAIL 69 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 160mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 21'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 R.D.L.=Restrainina Dead Load C.B.=Continuous Bracina Verify DESIGN CRITERIA shown above with the' building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: 74047 Scale: 1 /4 = 1' 177 total trusses, 69 different trusses. MI 4: RLC ACAD: RLC Reviewed By:,/~/ Date: 01/10/17 FOR GRANDE CONSTRUCTION DESCRIPTION: DAVIS PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 74047 I J C ti ,.. f . `0 ! tit ,p