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HomeMy WebLinkAboutPLANSARCHITECT Cstlifisati2n for Deglan Toed Comaiijoce 1. DESIGN CODE: Florida � tcode 2011Edition w/20 _ supplements using ASCE 7-1.0 2• Structure Design is:�c Enclosed Partially Enclosed,•-- • Open Building 3. Risk Category: _I '4 11-111—IV Exposure Category: ' _B K C ____ D Adjustment coefficient �(Z 1 4. Design Wind Velocity_IttOmph ASD LRFD End Zone Width + ft. S. Mean Roof Height: eft. Roof Pitch: 5�:12 Parapet ft. 6. Components & Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ ® ' MRH(worst case)) Zone 1: z1I'Zone 2: - 4WAZone 3: - U1fffl Zone 4 - Zone S: -4Li 1Garage-.n, 31 7. Design Loads: Floor: l �� PSF Roof/Dead:. PSF Roof /Live PSF Balcony: ____,PSF Dock: PSF Deck: PSF Stairs: PSF Fence: ---_-_PSF Railing: __-._PSF 8. Were Shear Walls Considered for Structure? KYes _ Not applicable Explain Why Not: 9• is A Continuous Load Path provided? - ,`Yes__ Not applicable Explain Why Not: 10, Design Soil Bearing Pressure:2000 PSF STRU9MML. NOTES 1. STRUCTURAL LUMBER TO BE HEM -FIR # 2 GRADE OR BETTER WITH 1000 P.S.1, MIN, FIBER STRESS VALUE. 2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND FOOTINGS TO 2500 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 1-1/2- 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 2011 EDITION: 7. DOOR & WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE FLORIDA BUILDING CODE 2019 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 2 -MAX COATING OR BETTER. PRODUCT OPENING DESIGN PRODUCT MANUFACTURER MODEL# APPROVAL# GLASS ATTACHMENT METHOD PRESSURES (WORST DESIGN TYPE CASE) PRESSURES ROOF ZONE 1 "Z r -60 TRI-BUILT ROOF rL# N/A MECHANICALLY ATTACHED WITH NAI ZONE 2 -Aa 14 MATERIALS UNDERLAYMENT 16048 CAPS SPACED 6" O.C. AT THE 4' LAPS i ZONE 3 (3) THREE EQUALLY SPACED ROWS IN THE SHEET) SELF -ADHERED ROOF ZONE 1—?-R r 1 -74.8 METAL SALES ALUM 5 V CRIMP FL.# IMPACT #10-14 FLEX HEAD WOOD SCREW WIT ZONE 2 — 4$ .4 MANUF. 14645.3 WASHER.PEN ZONE 3— 7a�G THE DECK AMIN. 3/8O @ 6 PANEL WIDTH AND 12" O.C. ACROSS I AT INTERMEDIATE GARAGE `Zt� ,� -33.50 WAYNE DALTON 4600/465016600/8 FL.# IMPACT 5/16 X 1-5/8" LAG SCREWS 3 PER BR/ DOOR GARAGE DOORS 300/8500/S1S0/52 10737.11 O.C. MATH 1-1/4" MINIMUM EMBEDS 00/TMS15/TMS25 WINDOW ZONE 4 - $--1 a -55 MI WINDOWS AND SERIES 185 FL.# IMPACT 3/16" ITW @ 13-1/2" MAX. O.C., WrU ZONE 5 - 4i t I DOORS 15349-r-I FROM EACH CORNER. WITH 1-1/4" N EMBEDMENT AND %" EDGE DISTANC DOOR ZONE 4 —3 .g -50 THERMA TRU SMOOTH STAR FL# IMPACT A" TAPCONS @ 14" MAX. O.C., 6" ON ZONE 5 , 41 t 1 20468.1 7" CLUSTERS, 2" MIN. CLEARANCE TO EDGE f 4D 4" MIN. CLEARANCE TO AL ANCHOR W/ 1-1/4" MIN. EMBEDMEP nurrr a�.n THE SEAL HEREON 15 PKUVIULU UNLT IU I{VUII.Hit VVK KtVItW FIrvu Hrrnuvr�i rvn we yr rnvvva.0 uoi �. ..... .• ••••...•—•.—••..•-••—__.... ....___. ...___...____._...._ ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO WARRANTY OR G1 THIS OFFICE FOR THESE PRODUCTS. — - rr MMCrTnR CC6.LF1` m F TRUSS ID BEARING TRUSS ACTUAL SIMPSON CONNECTOR(5) FASTENERS POINT(S) UPLIFT (GROUPED, CONNECTOR(S) UPLIFT DESIGN WORST CASE) A -AC EACH 930# (1) HETA 20 1810# (9) 10dxl-1/2" AD-B1 1ST BRG 906# (1) HETA 20 1810# (9)104dX1-1/2" 2ND BRG HANGER BY TRUSS COMPANY GRA-GRL EACH 1961# (2) HETA 24 2365# (12)16D X 3-1/2„ GRM 1ST BRG 6299# (1) FGTR 4725# 18-SIDS-1/4" X 3" & 2- 1/2" X 5" TITENS (1) META 20 1810# (9)10dxl-1/2„ 2ND BRG 8110# (2) FGTR 8885# 36-SDS-1/4" X 3" & 2- 1/2" X 5" TITENS GRR EACH 1948# (2) HETA 24 2365# (12)160 X 3-1/2" L-R5 EACH 859# (1) HETA 20 1810# (9) 10dx1-1/2" KING JACK iST BRG 743# (1) HETA 20 1810# (9)10dX1-1/2" 2ND BRG 591# (1) NITS 16 1000# (14) 100xl-11V HIP JACKS 1ST BRG 157# (1) HETA 20 181011 (9) lodxl-1/2„ 2ND BRG NAILED PER TRUSS COMPANY 'TRUSS INFORMATION TAKEN FROM MANUFACTURER'S SHOP DRAWINGS. CHAMBERS TRUSS, JO.B # 74267 Rodney Hal{ Garase/CTF. TRUSS ENGINEERING DATED 4 13 20 7. ALL LOADS REPRESENT WORST CASE LOADING FOR GROUPED CATEGORIES. SEE MANUFACTURER'S TRUSS LAYOUT FOR TRUSS ID AND STRAPPING PLACEMENT. r FOUNDATION SCHEDULE - - S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH FIBERMESH REINFORCING ON ,006" VAPOR BARRIER OVER EXISTING CONCRETE SLAB. ® F-1 18" DEEP X 16" WIDE MONOLITHIC FOOTING WITH 3 # 5 BARS CONTINUOUS. a NOTE: SAW CUT AND REMOVE EXISTING CONCRETE AS REQUIRED FOR NEW FOOTINGS. , t M 5J1 Ln � `b (.-�-- -•, jar`' a o a j 4 e t, >�Vkc)1Q � 32-.'ow I 14 Vs. tit 5Co I -tom -41 { 0{ FLLId EC IV DNOV 4"T9e County, Permitting Architectonic Inc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT CLIENT REGISTRATION REVISIONS NO. DATE REVISION 6 Z! /# tdial 14-1,� 415e.0 KEY PLAN t VJD RNu-i, C '0) i E CO J t7 P L,' 1 ear .m � r ©C t4 q SHEET TITLE / SHEET NUMBER %' I_-1y OF PROJECT NUMBER DATE I ARCHITECT I LINTEL SCHEDULE MANUFACTURER: CAST•CRET£ LINTEL. NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM L1 2'10" 6113# 4460# 8F16/1T-1B L2 3'-6" 6113# 3547# 8F16/1T-1B L 3 4'-0" 6113# 3079# 8F16/1T-1B L 4 4'-6" 6113# 2724# 8F16/1T-18 L 5 5' 4" 5365# 2290# 8F16/1T-1B L 6 5'10 4360# 2093# 8Fi6/1T-18 L7 6'-6" 3480# 1880# 8F16/1T-1B L 8 7'-6" 2661# 16341t 8Fi6/1TAB L 9 9'-a" 1s43# 1133# BF1611T-111 L 10 10'-6" 1533# 914# 8F16/1T-1B L 11 1366# 7980 Coo i¢ 8F16/1T-1B L 12 12'-0" 1254# 723# 8F16/1T-18 L 13 13'-4" 1075# 606# ;E-L 8F16/1T-1B L 14 14'-O" 1002# 559# 8F16/1T-1B L 15 14'-8" 1370# 519# 8F16/1T-18 L 16 151-4" 1250# 485# 8F16/1T-18 L 17 17'-4" 950# 404# 8F16/1T-1B L18 19'-4" 750# 347# 8F16/1T-16 t 19 -4" 598# 306# 8F16/IT-1B L20#21' 22'550# 295# 8F16/1T 1B L2124!4' 450# 3 2� 2674 Z 8Fi6/1T-SB v RECESSED LINTELS MANUFACTURER: CAST- ET£ LINTEL NO. LENGTH SAFE GRAVITY LOAD APPLIED GRAVITY LOAD SAFE UPLIFT LOAD APPLIED UPLIFT LOAD COMPOSITE BEAM RL-1 4'-4" 5206# 2635# 8F14/1T-18 RL-2 4' 6" 5206# 0 ZZ # 2525# !>60 ift 8F14/1T-16 RL-3 5'-8" 45674 1960# 8F14/1T-1B RL-4 5'-10" 4242# 1900# 8F14/1T-16 RL-5 6'-8" 3120# 1651# 8F14/1T-18 RL-6 7'-6" 2459# 1462# 8F14/1T-18 1568# 1135# 8F14/1T-16 NOTES; ALL LOADS ARE IN POUNDS PER LINEAL FOOT. APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. V4 I KSPCB V i t;AU1» kl t, RA�w f7v-V,- � F;;,C... 7 ate. YpICA L CoL $e=For-- A.P`tII-= 1 OF t 1/-11'= l x Q ►, DOOR. AND WINDOW BUCK FAS'I' KING I X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O.C. WITH THE DOORS AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A MIN, OF 1-I/" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND BEYOND THE INTERIOR PACE OF THE FRAME PER 2017FLORIDA BUILDING CODE WITH AMENDMENTS. OPTIONAL 2 X BUCKS SHALL BE ATTACHED WITH 1/4" X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS AND WINDOWS FASTENED WITH # 10 WOOD SCREWS SPACED PER PRODUCT REVIEW AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND BEYOND THE INTERIOR FACE OF FRAME PER 201-7FLORIDA BUILDING CODE WITH AMENDMENTS, A � e- -� ROOF SHEATHING NAILING ZONE INFO. ZONE PI REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD o ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER. & 6" O.C. FIELD. ZONE P3 5' X S' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD . -N9jES: 19/32" CDX PLYWOOD SHEATHING 25' -- 0" OR GREATER MEAN RjOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS. .UNDERLAYMENT FELT SHALL. BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226, S VCX-I W IP M rA�(-. sc> * V sts-1 7 oust Ste," 9 � c®A t� / o Y'Ee, f-- FA�a (t A, �.-°C1 I 5 INi 1's� �atill,. C{.} 14. r 12) "cam a cc Ica C K 14..a a L -k- N\ f�c.Y woo ® Cam' Architectonic hc 806 DELAWARE AVENUE FORT PIERCE, FLORIDA 34950 T: 772 460 7751 F: 772 460 4244 WWW.ARCHITECTONICINC.COM STATE REG # AA26003348 COPYRIGHT 2017 PROJECT HALL GARAGE COUNTY,I' i L.— REVISIONS EM CODE COMNUANCE BO C C SHEET TITLE / SHEET NUMBER 0 PROJECT NUMBER DATE ��-/► 1 I , 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 BE SET AT 2"-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE TOGETHER PER _ 4BEFORE SETTING. REFER TO DRAWINGENGINEERING _ • DETERMINE" DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less 30' to 60' Span 60 degrees Sprea er Bar or less 4-1/2 _ 1 rfa 9 � Approx 2/3 to _♦ Tag Line span approx. Line 1/2 of Span REFER TO BCSI REFER TO BCSI Truss must be set this way if crane 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 crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses are installed. Ak .on� li Ili H oca " ILA► I i = R " ® --F- F= � 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/connector Nails must be as glnEND DE.schedule in engineering omeaeails. - - _ _ _ package. B Carried Truss i TES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 13'4" ` ABOVE FINISHED FLOOR NOTES" *ALL BEAMS BY OTHERS. *INTERNAL BEARING WALLS REQUIRED BY TRUSSES AS SHOWN ON THIS LAYOUT. *LEVEL RETURNS ATTACHED BY CHAMBERS TRUSS. *ALL CEILINGS ARE FLAT AT HEIGHT OF 1 '-411. U REPRESENTS A I-tANGER Hamer Schedule T Two LTT TC7A fnr 7Xd CT TPdF fnr 4X7 Pxcent as -,hewn. Carried ~ truss Carrying truss Hanger ID Fasteners for Carried truss Fasteners for Carrying truss GRAI GRM HUS28 (8) 16d-nails (22) 16d-nails *Please refer to Standard Engineering package for general tnstrucuons on ulstaLliug rlangcla. 10d=0.148"x 3" 16d=0.162" x 3 1/2" 1 ti • • • • 1 ,. • 1 ,: CLOUDED AREAS ARE OF SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY INDICATE DEVIATION FROM e� PLANS.- END DE. A -- 1 56' — I 1 I I 1 I 1 '- - 1101/2" I 1 �� 2 � � 2- I 1 I I I I I 2 �I II I loll 1 I 1 1 I 1 I, 1 1 1 END DE. A 1 A" HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT ENGTH 12 4.50 F-- z � I 'It A" upset=1/4" heel=4" SQUARE CUT END 2 x 4 Top Chord Level Returns Attached by Chambers Truss WALL HEIGHT 13'-4" END DETAIL: A END DE. B 12 5.00 F- 13'-4" v " upset=1/4" heel=41/16" 1, SQUARE CUT END 2 x 4 Top Chord Level Returns Attached b' Clambers Truss \ WALL HEIGHT 13'-4" r \sae END DETAIL: B 1J .A� PROVED � Rr VIA AND REGUill- "ilrr�I VAYvS1 1, 1 vlE F 0 1'D D r�cN rNL rr�rl ,�I _. ONLY rt E cor\11 ^,r i t;0NF1RilIIP1E &N0 C 0 R R E- IN,` .. E FOR `iOI ER)\rar r CLt�Ar r PIROG ES n1,111 GOORTh, NIIO,I C r HIS ✓V' t i ; FULL(IJ 'f,-`'i•lrEV1/ITT G ,i FAY Foci FABRICATIOiV AGREEMENT' TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is; The undersigned acknowledges and agrees; 1:, Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authooty for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned. .3. Unless written notice is provided by certified mall to Chambers Truss within ten �10) days of delivery the undersigned agrees that no backcharges will be allowed -In the event such written notice Is furnished Chambers Truss shall have three (3) buginess days in which to begin repairs required, or to substitute other trusses, at Chambers o0t0n.- 4. The undersigned acknowledges receipt of "SCSI 1-03" summary sheet by TPI & WTCA, 8. Delivery Is to Job site, It Is the buyer's'responslblllty to make the lob site suitable for delivery. Chambers Truss has the sole authority to determine the suitability of the job site or a portion of the Job site for delivery, Chambers Truss will be responsible for dump delivery only, The buyer is responsible for additional dellve, expenses ft Chambers Truss has to redeliver. because job site Is riot prepared for delivery or buyer Is not prepared for delivery of trusses, Buyer IS responsible to Chambers Truss for towing costs due to site conditions: 6. Price as shown iq paragraph 7 below is subject to change If any changes are, made In this. layout. A $50 per hour fee for revisions may be charged by Chambers Truss. . 7; This is a PURCHASE ORDER to Chambers. Truss of the sum agreed to, or If nb agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may. be made at scheduled date of delivery If buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers. Truss reasonable attomey's fee for collections In event of payment not timely made. 1-1/2 % per month service change will be added for all sums not paid within terms, 8. Signature or Initials anywhere on this sheet constltutes agreement to all terms herein, 9, in consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by,any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, If default In payment for material be made by the recipient, 10. In the event of any litlgatton concerning this agreement, the items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such actlon will be Saint L•ude County, Florida, 11. Design responsibilities are per "National Standard And FZOcommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSIfrPI/WTCA 4 - 2002" ` DATED $fGNED 1 ; FOR TITLE 4. "' upruamir°WmayDo Pe ®TICS!1-03"topreventinjury dams&age. Multiple ply trusses must be fastened together per engineering before they are set; failure to do so can result•in roof collapse. Temporary 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 before setting trusses. Trtrsses must be set and braced perdesign to prevent Injury & Trusses must be sett plumb and square Do not set bunks or stack of plywood, roofing material or any 'other 20 centrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED NTH TRUSSES TO SET TRUSSES HAMBERS TRUSS INC 3105 Oleander Avenue Fort Plercej Florida 34982-6423 90-51-53 Fort Pierce 772465-2012 Fax 772465-8711 Voro $Mach 772-569-2012 Stuart 772.286-3302 -_- . 1 APPROVED APPROVEOAS P10rEh R, E ED . LJ REVI5E AND RESUBMIT [A RFJEc rcD, su�rnrrrAL WAs Fti;vlc�rrD rOR DESIi�N C3t7Nrf91'tP131T`1A� 1D Iry� f.1ENERAL CONFORMANCE To CONTRACT DOCUMENTS_ N0V 0 4 ` ilr4� ONLY. THE CONTRACTOR IS R SPONSIBLE ! CXR 0WIFIRNIING AND CORRELATING DIMENSICMS Ai JOSSITE FOR OLEFR AINCE, GLEPRANCE, OLIAN TI fI E S, FAJRICATI(J3J ST, Lucy: �Oufl�y, NI t`ftl (f1�,� PROCESSES AND lECrlNIQUES OF CONSTRUC°TIOP4, v — �—_ COC)RrDN nON or HIS WORK VVIT-I nrM:R TRADES AP10 ;=UI LCOMPLIA110EVVITHCONTW\CT0[ rt TENTS 1'f't;�tik�t.fortit IrI�. i Foil: Piaro,,, FL 3-1950 90.5/92.6 MITEK 4.2LOADIN_ SCRITERIA DESIGN CRITERIA PER CODE SUCHAsSBC1604s1 REDUCIBLE County SAINT LUCiE Building Department City of PORT ST LUCIE in Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Metal Roof 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 170mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 19'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C:COASTAL Barrier Island No Conforms to FBC 2014 }, R.D.L.=Restrainin Dead Load C.B.=Continuous Bracin °" Verify DESIGN CRITERIA shown above with the to �, building department and your engineer. ® Design Criteria is the responsibility of the o Building Designer and/or Engineer of Record. o0 Chambers Truss Inc. Drawing Name: 74267 Scale: 1 /4 = 1' a 0 120 total trusses, 50 different trusses. v MI 4: BLW ACAD: BLW Reviewed By: Date:04/12/17 FOR RODNEY HALL CODE , (M ,U NCk DESCRIPTION: ST. LME COU�r: GARAGE `'`' cc PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 50 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 14267