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Home My WebLink AboutREVISION 2-3-22Planning & Development Services Department • Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NEW RESIDENCE Project Address: SEE PLAN Permit #: Occupancy Type: B Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida. Building Code 2020 7th Edition with 20 `Supplements using ASCE 7-16 2. Structure Designed as (check one): X Enclosed _Partially Enclosed Open 3. Risk Category: —1 X II_ 111 IV Exposure Category: _ B X CD 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width_ 5 ft S. Mean Roof Height: 15 ft Roof Pitch: 6 12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 20.6 20.6 20.6 35.8 -32 7 Zone 2: Zone 3: Zone 4: -38 8 Zone 5: -4� 9 Garage: 33.9 -57.0 -84.2 -44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. 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: 2500 PSF Soil Test Reports Submitted? Yes Q DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed% 4;� � comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie Go�c County. I also certify that structural elements depicted on these plans provide adequate resistance to the desigi'y �J� �10 forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. ON PLAN 7/8/2021 Paul Welch Inc. -.. Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL SLCCOV Form # OZO-12 Revised 3/15/12 (is) Company Name & Address Building Department Product Approval Submittal Affidavit mi Pert # - -- - - - Building Address SEE PLAN -- - — - -- ontractor: 7BD _ - _Opening Schedule : Swing doors Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights - -- -- - - Opening ID#L # or NOA Product Model # i Manufacturer I Glass rAttachment Method Type, Size, Spacing & 'Building Product Description Embedment (DISTANCE FROM CORNER / Design Design ---------------- --- --- — -- --------DISTANCE O.C')----�_. -- - --Pressure Pressure S.H. WINDOW FL# 17499.1MI S.H. 185 SH IDOWS 4 X 1 1/4' MIN. EMBED TAPCONS AT SEE AN DIMPACT 1 -- ----- -- I -WINDOW - --.... DOORS 1 2 /16 O.C. ELEV'S +/-55 ---------- FIXED WINDOW FL# 15349.1 FIXED 185 pW , M! WINDOWS IMPACT 1 1/4" X 1 1/4" MIN. EMBED TAPCONS AT 6" SEE AND DOORS / 16" O.C. ! ELEV'S j +/- 60 SGD FL# 22401.3; SGD I SGD MI WINDOWS (2 ROWS) 1/4" X 1 1/4" MIN. EMBED SEE T — -_ -J-120/130/140 1 AND DOORS IMPACT TAPCONS AT 6"/16" O.C. ELEV'S +/ 55 1 1/4" MIN. EMBD. TC'S @ 4" / 14" SEE ELE� -S - --- SC DOOR SMOOTHSTAR THERMATRU N/A 0 SC DOOR FL# 20468.4 60 �- -�- --- ---- - -- O.C- ( , EACH BRACKET 16'W X 8'H OHD NOA# 20- HURRICANE 5/16" X 15/8" MIN. EMBED LAG SCREW SEE T 48 0901., Lj MASTER DAB N/A O.H.D Product _. .1---------- -- ELEV'S S7- Manufacturer - --- - Attachment Method Building Product C Type, Size, Spacing, Embedment & Stiffener etc. Design Design CFL# Pressure PressureMULLION353_ ULLION CM MI WINDOWS 1/4" X 11/4" MIN. EMBED. TAPCONS (4 PER CLIP) +o AND DOORS SEE/_59.4 YeIZT }-�� ELEV'S � PEEL AND STICK - -- UNDERLAYMENT FL# 2569.1 S/A SOPREMA INC SELF ADHERED TO DECK 165 P,7PN 194 MPH - - jVULT VULT FASTNERS FOR ASPHALT SHINGLES SHALL BE GALV. STEEL, STAINLESS STEEL. ALUMINUM OR COPPER ROOFING NAILS MINIMUM 12 GAUGE (0.105" (3MM) SHANK WITH A MINIMUM 3/88 (10MM) DIAMETER HEAD, ASTM F 1667, OF A Roof FL# 18355.1 HERITAGE TAMKO LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS 165 MPH 194 MPH AND A MINIMUM 3/4" (19MM) INTO THE ROOF SHEATHING. VULT VULT WHERE THE ROOF SHEATHING IS LESS THAN 3/4" (19MM) THICK THE FASTNERS SHALL PENETRATE THROUGH THE SHEATHING. FASTNERS SHALL COMPLY WITH ASTM F 1667 (6 HN/A_—_., _ — SHINGLE urricane Panels PER ---- - - - have reviewed the product t a — p — approval information and approve it. -- - -- — Name: Paul Paul Welch P.E. Certification Number: 29945 ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT. LINTEL SCHEDULE LINTEL LENGTH / TYPE SAl'E APPLIED SAFE NO. APPLIED CC'vIPOSITE GRAVITY GRAVITY UPLIFT UPLIFT BEUvI LOAD LOAD LOAD LOAD I __ L-1 IT-4" 208" PRESTRESSED 1326 200 520 150 SF20 113-IT " L-2 4'-6" 54" U-LINTELS 6133 1200 2724 600 8F16 1B-IT L-3 7'-6" 90" U-LINTELS 2661 _600 1634 200 8F34 113-IT L-4 4'-6" 54" U-LINTELS 6133 550 I _ 2724 i 300 8F28 1B-IT • ,... " L-5 5'-10" 70" U-LINTELS 4360 1200 2093 600 8F16 1B-IT L-6 6'-6" 78" U-LINTELS 3480 300 1880 200 8F16 1B-IT L-7 T-6" 90" U-LINTELS 2661 _200 1634 150 8F'161B-1T L-8 3'-6" 42" U-LINTEL 5163 200 3547 150 8F' 16 OB-IT :. • L-9 10'-6" 120" U-LINTELS 1533 550 914 300 8F281B-ITUil L-10 5'-10" 70" U-LINTELS 4360 550 2093 300 8F34 1B-IT L-11 12'-0" 144" U-LINTELS 1254 1000 697 500 8F16 1B-IT ' L-12 13'-4" 160" U-LINTELS 1075 200 545 1.50 3F16 113-1T NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS OR EQUAL. . e n 10L.laM 44 W/� 5 1Z V91z'f I I -THE CONTRACTOR, SUBCONTRACTOR SUPPLI (i I l . ,,: . �- DIMENSIONS, ER , ECT. SHALL VERIFY ALL v CONDITIONS AT JOB SITE PLANS SPECIFICATIONS, ECT. - STRUCTURAL FEATURES NOT DETAILED ON THESE P ewi idl,JliJ7 w/ CANS WILL BE ADDRESSED BY THE 8i4r- yL'1 ENGINEER AS CONSTRUCTION PROGRESSES. t - ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE P SCALED RECEDENCE OVER DIMENSIONS. - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC / FBCR 2020(7TH EDITION). . L , i -ia ,E ° . r CD I g ¢ . 04- p , , . Tub 0 Pc Nr4Y _ . o , d N _tfq. It ! C27 wA 1-1,, beygc a" yr Q VIEWED FOB' CODE' IVBPLIANCE. aIal� ST. LUCIE CO TY BOCC ( 0C1��,��, � �ErSae 3 (L 4 `:J lTYtr ►�' L40 IL 1,ro.y REVIS 10 4. IiN �S • - - �oNG.�ETE )-�� .... .. .�• ,.. -F1-LEC'•C0py ..•.. . ' 13t�Lk cot.aN�15 N ,Q � —� .. WTNDOW / DOOR SCIMDU LU U �- 1 SIZE / TYPE own . .. 7 3/4" W X 63" .... } 1 DBL(3 )MOTES - � � SH25 WINDOW W/ TRANSOM ABOVE W 9 2 53 7i$" w x 63" H sms wamOWUJ 3 DBL (37 3/4" W X 63" SH25 WINDOW EGRESS L1. 4 37 3/4" W X 63" H) SBZS WINDOW EGRESS e 5 271/4" W X 38 318" H SH23 WINDOW EGRESS 6 37 3/4" W X 50 5/8" H SH24 WINDOW TEMPERED>=L L ...' 7 4 0 3 0 HORIZONTAL ROLLER �" 8 $ 0 6 8 SIMIWG GLASS DOOR TEMPERED 9 3 0 8 0 SOLID CORE DOOR 16 0 7 0 OVE SOLID CO . _ RHE11,I) DOOR � W : z $ s $ soLm caRE 20 MIN. INTERIOR DOOR LU RATED DOOR J C 2668 H.C. INTERIOR D so 681 FOLD DOORS ;, E 2 6 6 8 BI FOLD DOORS 14 6 8 BI FOLD DOORS I, cc ) 3 , p ,.. - L.NIIVG I NOTE: ALL CONSTRUCTION I\IUST COMPLY WITH THE F13C 2020, AND TIIE FBC 2020 RESIDENTIAL (7'" EDITION) , 2020 PLUA113ING CODE, 2020 MECHANICAL CODE AND TIIE NEC -(NFPA 70) 2017 EDITION. IAI-12a 4 W- f7" j - (,L NOTES: - THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL g°X ICo"4o1J4� V�IS DIMENSIONS, �a��JM►JS IM/ _ _ CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. e n ; _ a X - _ n n Off '' 1C.1t -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE " �I�Ic.• ADDRESSED BY THE wta�lIt w/ ENGINEER AS CONSTRUCTION PROGRESSES. &A4 VEO1' ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED :I DIMENSIONS. G�•�� f70�G - ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 1 FBCR 2020(7TH L Il I • r� EDITION). NV to L-09 • I I• I I I • f 0 P LIU of o ° o-o "l..L (A Planning & Development Services Department Building & Code Regulations Division ! 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NEW RESIDENCE Project Address: SEE PLAN Permit #: Occupancy Type: B Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that applyl 1. DESIGN CODE: Florida Building Code 2020 7th Edition with 20 _Supplements using ASCE 7-16 2. Structure Designed as (check one): X Enclosed -Partially Enclosed Open 3. Risk Category: I X II III IV Exposure Category: _ B X C_ D 4. Design Wind Velocity 165 mph 128 ASD N/A LRFD End Zone Width: 5 ft 5. Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 20.6 Zone 2: 20.6 20.6 35.8 Zone 5: 35.8 33.9 Zone 1: -32.7 _57.0 Zone 3: -84.2 Zone 4: _38.8 _47.9 Garage: 44.2 7. Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: - N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. 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: 2500 PSF Soil Test Reports Submitted? Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: ON PLAN 7/8/2021 Signature, Date, 1984 S.W. Biltmore St. Suite #114 Part St. Lucie, FIL and Seal Company Name & Address SLCCDV Form # u2u-1L Revised 3/15/12 (1S) Building Department ProdUCt Approval Submittal Affidavit - -- -_- --- -- # --- � -- -- . I -� Building Address:_ SEE PLAN Contractor - - - -- -_ Permit -- openingScheduleSwing doors, Overhead Doors, - Sliding Doors, Fixed Glass Window - s S y ig s & Building -_ Pro uc -- -.. Opening ID �# _- FL # or NOA Product ( - Model # Manufacturer Glass Attachment Method Type, Size, Spacing Embedment (DISTANCE FROM CORNER / I Design I Design Description I DISTANCE 0 C.) DISTANCE ----- - Pressure S.H. MI WINDOWS 1/4" X 1 1/4" MIN, EMBED TAPCONS A SEE 55 S.H. WINDOW FL# 17499.1 185 SH i AND DOORS IMPACT Z.'/16" O C r ELEV'S___ - ------------ --------- �I MI WINDOWS 1/4" X 1 1/4" MIN EMBED TAPCONS AT 6 SEE /- 60 FIXED WINDOW FL# 15349.1 FIXED 185 PW AND DOORS IMPACT / 16" O.C. ELEV'S -- - - -- -- SGD MI WINDOWS 2 ROWS) 1/4' X 1 1/4' MIN. EMBEDSEE y-/- 55 --_-- -- - - SGD FL# 22401.3 SGD 120/130/140 AND DOORS IMPACT TAPCONS AT 6"/16" O.C.1 -- -. - - ELEV'S i ------ ---- 1/4" X 1 1/4" MIN. EMBD. TC'S @ 4 F/- 60 3080 SC DOOR FL# 20468.4 SC DOOR SMOOTHSTAR' THERMATRU N/A O.C. ELEV'S _ IvOA# 20 HURRICANE DAB N/A 5/16" X 1 5/8" MIN. EMBED LAG SCREW SEE ELEV'S cp I 16'W X 8'H OHD O.H.D 0901,; �F'I MASTER EACH BRACKET I - - --- Model # --- ---------- _ - _ Manufacturer ---- - Attachment Method Building i Id i n g �Product Product Type, Size, Spacing, Embedment & Stiffener etc. Design Design Pressure, Piessure MI WINDOWS SEE . 59.4 CM 1/4" X 1 1/4" MIN. EMBED. TAPCONS (4 PER CLIP) �, ELEV'S MULLION FL# 15353.9 MULLION ` AND DOORS �194 -------- -- 5 MPH MPH PEEL AND STICK FL# 2569.1 S/A SOPREMA INC SELF ADHERED TO DECK IVULT VOLT UNDERLAYMENT - _ FASTNERS_ FOR ASPHALT SHINGLES SHALL BE GALV. STEEL, I STAINLESS STEEL. ALUMINUM OR COPPER ROOFING NAILS MINIMUM 12 GAUGE (0.105" (3MM) SHANK WITH A MINIMUM 3/8" (10MM) DIAMETER HEAD, ASTM F 1667, OF A' THROUGH THE ROOFING MATERIALS 165 MPH 194 MPH Roof FL# 18355.1 HERITAGE TAMKO LENGTH TO PENETRATE AND A MINIMUM 3/4" (19MM) INTO THE ROOF SHEATHING. ',VULT VOLT WHERE THE ROOF SHEATHING IS LESS THAN 3/4" (19MM) THICK THE FASTNERS SHALL PENETRATE THROUGH THE SHEATHING. FASTNERS SHALL COMPLY WITH ASTM F 1667 PER SHINGLE)_ _ ---.- Hurricane Panels A N/ I have reviewed the above product approval information P P P and approve it. -- - - - Name: Paul Welch - - - P.E. Certification Number: 29945-- -- -- ------ ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT. LI\TTEL SCIII-DU1, ' LINTEL LDNG'l'II/TYC'1 SAFE A\PNJE[1 SAFE APP11I=•D COMI'OSIT N0. GRAVITY GRAVITY U1'I,IF"'1 UI'I•ll`T I3EAN1 LOAD LOAD LOAD LOAD 1T-4" 208" PKLSTRL°SSED 4' 6" 54" U LLNTXS 7'-6" 90" U-LINT 4' 6" 54'> U t,INTELS 5'-10" 70" U-LINTELS 6'-6" 78"U-LINTELS 7'-6" 90" U-LINTELS 3'-6" 42" U-LINTEL 1.0'-6" 120" U-LIN'CELS 5'-10" 70" U LINTELS 12'-0" 144" U-LINTELS 13'-4" I60" U LINTELS 1326 6133 2661 61.33 4360 3450 2661 5163 1533 4360 1254 1075 -200 1200 600 550 1200 300 - 200 200 550 - 550 10O0 200_ 520 2724 1634 2724 I50 600 200 300 MC 1 [3 1�L 8P1 C 1 I3 1'�C 81�3� 113-1 :1, 8I�2� 113-1T L-2 L-3 L-4 L-5 2093 1 1880 1.634 3547 914 2093 697 545 600 _ 200 150 150 300 300 - �00 1.50 8F16 lB-IT 8FI61B 1T 8F 16 I B-1 T 8F 16 OB-IT 8F28 IB-1T _ 8134 [13 1 1.' 81 16 1B -IT 81: I ti 113-IT L6 L-7 L-8 L-9 L 10 L-1 1. L 12 NOTE: LGN LINTEL. IS IN VARI0US LOCATIONS, W'0RS I CASF, LOADING; IS S[IO\VN NO'I'E: PR.OvtDl3 "CASTC RLTE" PRE -CAST CONCREE L,iNTI L A\ NOTED ON lPLANS OR EQUAIL 3 p r-(�A1 i c - � - ��A i �aor� t�•s r � i • O • LI) I r.9... --- - _ i rfUB o M� N wAIr, o - N a- Fo7 4 F• 6 I n _ CC 4„ a" y'_o",�' . �'-8"' I ' emu# CI,T, MA11J p ti>a - -;aA� c (=G1is�.�a �PEb DID _�r�! i►.1 ^� / }y b 1r I/ o M l �l • L:- V• - A(c _ Ue I`HLQIlat� ..Ql1 D I _ PI'' ''U �>J,rTi � -'- wSl 1►J , -zt-- I- r- 1:1eAr 5 4.1 « Site;?,IAA L�, ._ i lur:Cu �_ r QQ�'fEG�iGN i . dTTIL �GGIE'i�j I - b ;� Jy r I I • • I * ° i.?�' .' � j��1 'A Po y1 t _ - _ _ I f , 4rdII, P:V�IrN ffr Q CI�31'Q - 366 7& WeIM' G a --------- _ nl - __ 1 .. _ r i'Jr �I-F7 rJAfJ �G! �• n ' - LU Kx LL! A WDIDOW / DOOR ► C 1 DUPLE MARIJ SIZE / TYPE NOTES ...... 1 DBU37 3/4" W X 63" II) SH25 WINDOW W/ TRANSOM ABOVE 2 53 7/8" W X 63" H SH35 WINDOW EGRESS 3 DBL (37 3/4" W X 63" SH25 WINDOW EGRESS 4 37 3/4" W X 63" H) SH25 WINDOW EGRESS -5 271/4" W X 38 3/8" II SH23 WINDOW TEMPERED 6 37 3/4" W X 50 5/8" H SH24 WINDOW 7 4 0 3 0 HORIZONTAL ROLLER TENVERED 8 8 0 6 8 SLIDING GLASS DOOR x 9 3 0 8 0 SOLID CORE DOOR SOLID COVE 10 16 0 7 0 OVERHEAD DOOR A 2 8 6 8 SOLID CORE 20 MIN. FIRE RATED DOOR B 2 8 6 8 H.C. INTERIOR DOOR C 2 6 6 8 H.C. INTERIOR DOOR D 5 0 6 8 BI FOLD DOORS E 2 6 6 8 BUFOLD DOORS F 2 4 6 8 BI-FOLD DOORS TABULATION LIVWG 1,624 Sq. Fr. COV. PORCH 328 Sq. Ft ENTRY 48 Sq. Fr. GARAGE 452 Sq. Fr. Sq. Fr. TOTAL 2,452 Sq, Tr. f i w n_ ... E U-i J 7 > L• Ln LEFT SIDE ELEVATION, ' "SCAI P � H A -D V r UA T A aoc,,r- I-," E GARAGES FLOOR SURFACE 1)' GAITAGE FLOOR SURFACES-SlfALL: BE OF'APPK0 fTD'1 0-NCOlKBUSTIBLE' MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE NIAIN VEHICLE ENTRY DOORWAY. PLUM[BIiNG NOTES: 1) ALL WORK SHALL BE IN ACCORDANCE WITEI THE FBC lr =PLIIMBIN(; 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEa. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5)' HOT WA'LER PIPING NVITH-A MINIMUM THERMAL RESISTANCE OF R=3 SHALL BE APPLIED TO PIPING LARGER THAN 3/4" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYS'TEAIS, -PIPING-IVITH RUN LENGTHS. GREATER. THAN. 20 FEET, 6) WATER HEATERS INSTALLED SHALL, BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. DOWEL ROD REFlAdf?R NOTEi IN THE EVEN4 T STEEL HAS BEEN IfslAF1/ERTENTL`i'P'MITTE FROM DOWN POUR LOCATIONS, DFRILL G" INTO C)NCRETE (NO CLOSER THAN 3-3/4" FROM E,,GES AND 5" Fi�QW ENDS OF CAP WALLS. REMOVE D)US'T PER MFG3.'S INSTPCTIONS AND) USE TWO "ARRT EIS OXY TO ANCHOR #5a REFS I� ''LACE. ANISE EITHER HILT I C-160 ,SIDI PSON E)30901' TIE. 'r� V, $ z 9'1 , V T FOUNDAT10"N., PLAN e e . .�.,.. �_..... �_..,...r.,........_. ''/a" SCALE FILE COPY kEVIEWED FOR CODE COMP LIANCE T. LUIE COUNTY BOCC 4?,7,6)1 ATION SCHEDULE 1611v (2500 PSI) CONC. MONOLI'I IIIC FOOTING W/ (2) ##5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FICII;>RM>JSI fOR-s"/6l'-1o/Io-WWn&o-VUR- VAPORBARRIER ON CLEAN COMPACTED CHEMICALLY TREATED SOIL SHEET NUMBER PAUL WELCH INC.. MFCNA/ItICAL ELECTRICAL CIVIL ENGINE' RING f98as YY. BIL.MORE ST. SUITE# f f.4 ' PORTST: LUCI,E, FL 3A4L98 #' ,J 0HOW(772)7sH� ,9,688 r.MAff. PWE,�CyIt1(CC�TAQ�C..f'�CJ.1!?�' /Y� SAFETY ViAk, v4uksiiG This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPAUNG NOTE All trusses are to be set Z-O" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. ANd IU I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less 60 degrees or less Sprezjder Bar Tag line 'x 2t3 to <- 112 span Tag line 2of Span. approx. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way K crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. lieaders, All loaurl bearinc wa- Us, b e."% sr1lP it be in plaeans -iij &1 linteiu sce at ire aicated neignt before trusses metre installed. AIR HANDLER 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 Depar-tment and A/C Contractor. ale r Z11 WARNINIG The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. REPRESENTS TF17E LEFT SIDE OF �'S EACH TRUSS DRAWING S r--cAmTRESS l- Ir-'LATES 'b"NY' CHAM"bhERS TtR .,,REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN Hatch Legend 12" COFFER Ll 21 1 9'-5" CEILING WALL HEIGHT 8r-1fl 10'-9" CEILING WALL HEIGHT 91-5" WALL HEIGHT 101-911 A\ Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers 11 ARRANGE WITH GRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30'- 38' IN LENGTHM r PLUMB CUT END 12 2X4 TOP CHORD 6 WALL HEIGHT 8'-V END DETAIL: B '0MI 11 1 -0# 4-03 C=.J -06-11Lo 2-00-00 Li PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES i END DETAIL: TYPICAL 12 PLUMB CUT END ___1 6 2X4 TOP CHORD WALL HEIGHT 10'-9" END DETAIL-. A 1-10-00 PUL WELCH I. MECAH-ELECT-CIVINL ECNG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL MELCH P.E. FLA REG NO.29945 )?,�t Met, DEC 1 3 n?i FABRICATION AGREEMENT p TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED ,The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority 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 mail to Chambers Truss within ten (10) days of delivery undersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Tr shall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers opti After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of *BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss I .the sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss be responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss I P redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer responsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per h ifee for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable pirl 'Invoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tri ki I F_ f- reasonable attorneys e r collections in event of payment no, timely made. 1-1/2 %per month service charge will added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guaranti payment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and undersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by 'recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. i 11. Design responsibilities are per MNational Standard And Recommended Guidelines On Responsibilities Construction Using Metal Plate Connected Wood Trusses ANSI1TPIfWTCA 4 - 2002in 12. Warranty is per Chambers Truss Warranty attached. DATED ,SIGNED FOR TITLE - - -- ---------- A spreader bar may be required per "BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they art set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and propert, and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET. TRUSSES C 0 OAMBERS TRUO"SS INC M can er venue Fort Pierce, Florida 34982-6423 800.551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Verc Beach 772-569-2012 Stuart 772-286-3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM REVIEWED FOR FILE CO'Pir CODE COMPLIANCE ST. LUCIE COUNTY BOCC MiTEkVERSi0N 7.41.43-1- LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 1604.6.1 DESIGN CRITERIA County ST. LUCIE Building Department ST. LUCIE CO. Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake i Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 1 Bottom Chord Live *10-Non Conccurent 0 i Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph 1 Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, I Building Type Enclosed Building Category IL Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2020 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the I building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record ....... ... - ------ Chambers Truss Inc. Drawing Name: 77848 SCALE: 1/4 -011 1 131 total trusses, 48 unique designs it Designer: RAC Reviewed by: Date: 10/14/21 FOR 'SOUTHERN CITY DEVELOPMENT DESCRIPTION. 5606 MYRTLE ST. I Page 1 of 1 CUSTOMER INITIALS EACH PAGE i 770,E . - I _ WALL T .. . :— .. _ . ..A.. . --,�i..... .. ,_..,-I�. ... -. .�.. ... I.-.--i INTSTIc / INSULATION MUTES - SEE T OR . . . � ""-I—. '.. I -�—,z., I.'.. :..1.. . � .. �L L . .�. I.. .. .� _.. ... . j . IIm ..... .. ... I . I-..ld.:,1 ..JI ..._I.—IIII�,. �:i f - /i.-/. /...-\,....I.'.v ..... ... .. . .- . .. . .— .... .. . .-IO. . .I ,. .T*.I . . . . I -.: ... ..�., L ..:. _-. .". ..I....,*. .. . N..: . d... . YPICAL WALL SECTIONf F - I) IN'TERIOR'TO"BE %"'DRYWALL PTNISII. , 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. I/," THICK WITH (13 GAGE, 13/811.1 , .. I N I TIO _ -- - -- ___. . _._.. .. . . . .;� - , ....-�...i .l-. . ...I� � .-. -I.--:�_. .. .. '. I. . 1.....A . . I I -I. �.I. . I. *. I � . I., ..�... �... .. . ADD TIO AL NFORMA Nf SEE TYPICAL WALL SECTION FOR T LONG, 19/G4" HEAD; 0.098" DIAM.ET"ER,1 '/" LONG, ANNULAR -RINGED; SD . COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD BOND BEAM ' PRE- ENGINEERED WOOD TRUSSES . iT F ADD IONAL IN OI MATION Ir .halm: AI.1. lb) ii,ItS I a WI l N513AR Oi)IV'I', . •- t I,t .. . . NAIL, 0.086" DIAMETER, 1 5/8" LONG, 9/32" BEAD) SPACED AT 7" O.C. FOR NAILS - L,\e 3n'° tYf trt.. (.) . I `D � � . @ 24" O.C. (MAX. SPACING) . ' PRE- E_NGINEERED'WOODIRUSSES 1. . ,AND 12" O.C. FOR SCREWS. I � . • . .. %'. '' ... 'n 24" O.C. MAX.SPACING) - 3) WALLS -AT SHOWER TO -BE TII:E. PROVIDE CEMENT, FIBER --CEMENT OR GLA'SSS• . .., -- %, _ • MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR �• IMPSON" ST P PER TI '�' (� ( a t- i1) Jl5.COlZNEttAAlt . Z w.� C 1278 AND INSTALLED IN ACCORDANCE - O ECTOR SCH . WITH MANUFACTURERS d I S RA U�, _ .__ _ ('I'XpICALALLC0ii1qu.S) �-_ - _.7 , "SIIvfPSON" STRAL' PER TRUSS RECOMMENDATIONS AS BACKERS F -' / �" C NN CONNECTOR SLIT - - - . . OR WALL TILE IN TUB AND SHOWER --� AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702,4.1 &FRC 702.4.2). - JA . �---� . _ • • . 4 WALL AND CEILING FINISHES VF �, .__ . SIiALI.HA A SMOKE'-DEVk,LOP1;D INDEX OF . -� _ NOT GREATERXE AN 450.. - #S REBAR W/ 90 DEGREE HOOK . - . •• . • - - .. � , .. _-_-_--_ - . 5) WALL AND CEILING FWISIIDS SHALL HAVE A FLAME -SPREAD ) I . ' CLASSIFICATION OF NOT GREATER THAN 200. • . r' I �" X 1,(d' CONCRETE BLOCK . , .. . �.L. . �._ 1 / . . . 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL COLUMN WITH (4)- #5 BARS V ERT. . . ' � �" _ _ STUCCO C. . I HA ' A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE --�_w I- . I (r lI5VEt1T1cAL IJA11 ECLCNv P.ER S'11tUCT. - IN 3000 PSI CONCRETE FILLED . ' i - __1 NOTE# 11 ( ) _ �• ` CENTIMETER EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO CELLS r- -- - - - - -- ' ¢r TIIE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL . . - . . . . ' i COMPLY WITH SECTION FRC316., .. 1 .a. ti . l �°{--;; ., . (1 ROW) __ _ _' STUCCO SOFFIT PER , • 7 PER FRC 7U2.2.1 ALL GYPSUM BOARD MATE ND A rr ^^ I C11 ,�l� 8"X8" CONTINU�tS CONCRETE . . -- . . ) RIAIL S A CCIrSSORIES SHALL 0..I,. U) I,Lt3�1 YJ� : ' . STUCCO OVER WIltELATH , SOFFIT DETAIL n.:., - BEAM BLOCKY, (I) - #5 BAR 1N 7 W/ l IGA.-2" NAILS / 3/8" . .. CONFORIVI T'O ASTM C 3G, C 79, C 475, C 514, C G30, C 931, C 960, C 1002, C 1047, C W O 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN _ (3000 P8I) CONC, I1:.,LED EACH CELL ' , ° • - -' r 6" O C 3 8" \ #5 REBAR W_ / 90 DEGREE HOOK - • .. . . ) : HEAD @ OVER / ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE METAL Rif LATH 6" O.C. ' INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 `` 8" PRECAS LIN`h W/ (.C)-#5 BAR STUCCO FINISH 2 L YE 8" X 16",CONCRETC BLOCK ', W/ ( A R,SOr 1st# FELT 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS IN (3000 PSI) CGN� ,', RETE,FIL.LED CELL ' •• • . -, .._.__.._ _,' ._ I . ; COLUMN WITH 2 45 B - - . . OR VAPOR PERMEABLE �` - _. _ MEMBRANES INSTALLED WITHIN I+LOOR-CEILING OVER EACH FRAMING () ARS IN (SEE LINTEL St, FOR MORE IvIEMBER)• :(3000 PSI) CONCRETE FILLED . ASSEMBLIES, ROOF -CEILING ASSEMBLIES WALLASSENIBLIES CRAWL . . > _ INFOi�e,'v1ATIOI t� I CELLS . SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 <�� . WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 . -I - - __. . - . . .. . .. . "WHEN 'TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. - - - ,. (l ROW) • I • I ' , . ° 8"XS" CONTINUOUS CONCRETE . ' � S I'(JCGO FIN.ISI'I ' . . ENERGY CONSERVATION NOTES I. . - -BEAM BLOCKWI (1) --'#5 BAR 1N. .. .. 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE �V'D . , • - , (3000 PSI) CONC. FILLED EACH CELL•'\ . • . ENERGY CONSERVATION RESIDENTIAL: r : . . 115 RE13AR W/ 30" -!IIN. LAP ,SPLICE: :2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO I 8" PRECAS LINTEL W/ (I)-#5 BAR .. - - • . - - .. • UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO , I - . #5 REBAR W/ 30" MIN. LAP SI'LI:CE ' JN (3000 PSI) CONCRETE FILLED CELL - , . ' . A LEVEL- EQUIVALENT TO -THE INSUL•A:'TIONON THE SURROUNDING � . E I - • SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS - IA -- FiNISNBD GRADE I S . REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT E, Y - ' . ' . • ' LOOSE FILL FROM SPILLING IN'L'O THE LIVING SPACE. _tll tt,r_ I+.:,,' 14, tit , t� 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LMT AIR \ O 6° i� 1$" SOFFIT �IENTS �) 4 "" ' x (M .. �. 1.. � i,Z_____W__�-(2500 PSI) CONCRETE FOUNDATION - t - 0� 4" • - (2500 PSI) CONC. POUNDATION - . R i/ILIE `s A SEE PLAN FOR SIZES AND' ' 'SEE PLAN FOR SIZES AND LEAKAGE IN ACCORDANCE WITII THEREQUIREMENTS Ii402,4,1 THROUGH av, d nrECLFICATIUl4 ` ' ' 1 SPECi1 ICATIONS R402.4.4.• t►l� It°� 4,;iJI_1 _,. __)-- __.._ . 4 THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH STUCCO OVER WIRELATH Wl 11 GA 2" ° --- . ___.__ __._.j1`.ts_._• ' ' ,` 1\l��I�t tsb\ ��i� R402.4.1.2 I ,o ,® �� ::I41 3 12 t t5 , J-' FINISHED GRAD 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALT, HAVE AN AIR NAIL W/ 98 0 MEAD @ 6 O.C. ® :l ��t� ° tt INFILTRA'ITON RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND "" METAL RiB LATH @ 6" O.C. W/ oil • ° — tlr4:` I�(-j(�? a t. " ., r. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE I� I' AND MUST BE ° ' • ' �°:••`,'�::•'• .1 • :1�41. ' LAYERS) OF 15# FELT OVER WD • . ' TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. - G) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY FRA(1,�II�30 i1/lEiViE3EF� (TRUSS TAIL). . __ - ..__- ___---.-__-,_,_._-----l _• _ _.______ ___.___.- .-__ ___.-_- - -.. _. TYPICAL COLUN N SECTION (ENT)CARD CARD IN ACCORDANCE WITH ];TICS' ENERGY CONSERVATION 1401.3. N15,,. { nts... �� 511j,cco 5OFFi " i:�G�C�;� l .._ •__.,—..—._ _.. .... .. .. .....-.•_.— _ �. ,M Ysl+•aP..waweu-wn1AlS iP.N.. . _ . —r.—. ' _.�__....,.. _... . .. _'.....— — TUIZA.L1iTOT:CS: _.._...._ _ _:__..__ l 1) DESIGN LOADS IN ACCORDANCE WITII ASCE7-16. .. . - 4"12) SOIL BEARING CAPACITY: 2000 PSiT (NIIN.). . 3) ALL STRUCTURAL CONCRETE SHALL HAV-E A 1V'I,1NIDIIUII�ICOIlIPRESSLV.1L S'T�RENG'TLk 0.[" : 3000 PST AT 28 DAYS. .. .. _ STRENGTH AT 28 DAYS. SEEPLAN i Z i S , Oi`1T'RI SSIVI - 4) SLAB / FOOTINGS TO BE CONCRETE \\ 1T1 i A MINI\QUA 2500 PSI C OI S ZES STLCL TZCQUTRI 11EN'I'S. _ - . 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: .. a SHINGLE ROOFING OVER` r - . FOOTINGS: 3" BEAMS: 1. '/:" SUSPENDED SLABS: 1. '/2" {�M'��'RLA`l•"` ON I9/32" CDX• . .. . ° ' . " - . 6) LAP\LL REINFORCING STEEL A il'TTNI Vl.Ull OF 48 BAR DiAT\]ETERS EC1 PT AS NOTED PL O0D GRADE 60 STEEL Ivi1NIi\9U]vt iN BEAMS AND COLUMNS. YW ROOF SHEATHING - •. 7) ALL LUMBER IN CONTACT WITTI CONCRETE OR IVIASON:RY SHALL BIB; PRESSURE WITH 8D RING SHANK NAILS PER . � ' ' . . TREATED. 9 - DETAIL - -- •. - . - - -._ . -.___ .. . '. .• ` , ' GLE ROOFINI r OVER _ SHTNOLi•�. ROOFING OVER .L._... : 8) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF . ' . . IN . . ' r " > , v _fir,711,' , f t,)_F,,IIk '1 GN 1,9/32 CDX .. t �NOERQ�c�Y' ON I.9/32' CDX �° 1IA:RDWARE IS NOT PERT\I:TIED. r, PRE- ENGINEERED WOOD TRUSSES - _ r 'T , I •.. , 9) UNi.ESS OTI[ERWISE NOTED, TTiL 1NST�\ELATION OF SPECIFIGD iIARD\\ \RE S11f\LL „ PL" OOI7 ROOT' S> "CEATI3iNG PLYWOOD ROOF SHEA CONFORDI TO '1'ITE MANUFACTURES INSTRUCTIONS AND STANDARD 1'iZACTICiES. • @ 24 O,C, (MAX. SPACING) ' , - .. ��rl'I'.118D RING-SI11ll�iTi NA L G-SI AII S PE . a I S PER' WITH HD RIN iANIC 1V R 10) UNLESS OTILER\VISE NOTED FOR EXTERIOR 1\'ALLS, EXTERIOR PLYWOOD S1kEAT111NG DETAIL . . 1 . _ TAIL AND INTERIOR DRYIVALL [S T'O Bt, NAILED «'TTH 1.Od OR BETTER Nf1LLS 6" O.C. EDGE+'S, "SIMPSON". STRAP PER TRUSS . . I..' . . .. • . AND S" U.C. FIELD, OR SCREW�1TITI1 DRYIVALL SC:RE\i'S I.5" LONG AND 0.131 D.iA. CONNECTOR SCH• - . . PRE- EN 1NE1�RID' 1 USSES :� L1) LINTELS SHALL HAVE A. MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL - G VOOD TR -' PRE -'ENGINEERED WOOD. TRUSSES HAVE 8" BEARING. 4, J 0 • . rr 24"' O.C, (MAX. SPACING) .: @ 24" O.C,•(MA_X:.SPACING : : •, - - P l` - METAi,.rLASHING DRIP EDGE . .. \' 12) PROS 1DE # CORNER BARS \� / 30 i11IN. EAT. SPLICE ICE FOR BOND BEAi\T ( ) . . :�5� ON" S I' ZAP . 13) STUCCO SOFFIT NOTE: SOFFIT I O 6E S IUCCO OVER «'IRE:LEITII.IV'/ 11 GA. 2" NA lLS W/ [�E ,� .i . „ „ ( ) . I S ,iPS i Z TRUSS SIIvCPSON STRAP PER TRU S I 3/8' O HEAD ( O.C. 0\ FR 3/8' b'1 ETAL R.kB :LA7'II a G O,C• A\ / 2 :LAYI'�RS OF 15# I+:ELT. ,. I COINECTOIZ S II �• . • _, ... 'NOT:E: PROVIDE TYVAKBUILDiNG WRAP BETWEEN PAPERBACKED LATH AND CDX '• • . '� . . . . , . C CONNECTOR SCH . PLYWOOD _ _ _ . . j f METAL F.LASIIING 0DRIP EDGE - - IvJETAL FLASI { 14) PROVIDF: R-11 BAT'i'S. INSULAT10Nr 1N \PALL FRAD:IING. P ED _ • )• L _ ' . \ Ijll'�- iING (D.RI GE) R-30 INSULATION) '- _...__ 1 X G ED _. i $, I . ' R-30 INSULATION 't 8• I I \ 1=R ,� ; C AR FASCIA OVER 1 %: 2X4 -WOOD SUB -FASCIA I . • ... '. . \i I ' tom.. ''/2" DRYWALL (CEILING) �;1rf ; , , . - STUCCO SOFFIT PER , ... w 1 _.__: --. (2 ROWS) '.. OFFIT DETAIL • , • ,. .1 X 6 CEDAR FASCIA. _ i _ ._ - __ _ _. _ -- . '$ ` _ . .- .----- --. s., ... ...... . 114 -- -- J /� ,pRYWAT L (CEII ING 1 X 6 CEDAR F .. I I! �. .�.. I . ... . '�...I I.. . i.-.. �. .. .- .III . ..I _,. �� 7'. � -I .. / .—, . II - .1 ��._..-. - I. L.� ZI_ _- .�._, . . ...._� - . I . �_�E-. .-- 1;. . _/;_ S QVER ) ASCIA UVE1. 8"X8" CONTINUOUS CONCRETE .. ° ' ' -k, �. _ _ . _._ .,_ `2.NA WOOD SUB -FASCIA ;G' `+ l-t-I . BEAM BLOCKW/ (t)- #5 BAR IN 5 0 A j , . 2X4 WOOD SUB-rASCIA tip __ __ _ . .# REBAR W/ 9 DEGREE✓ "KOOK . (1 ROW) -�$ .'. I . . __:-_ .:_:..._.._ __.... .._._-_.-._. (3000 PSI) CONC..FILLED EACH CELL '/� DRYWALL CEILING � STUCCO SOFFIT I'ER • ' _! E _ ° ( ) ,. 8"X8" CONTINUOUS CONCRETE - STUCCO SOFFIT PER ' -„ 8"X8"X16".CONCRETE BL `: K°. SOFFIT DETAIL BEAM B • " -' . B07"I'OM CORD OT . - . LOCItW/ (1) - #S BAR 1N SOI FIT DETAIL; r: U..•, : 8 P.RECAS LINTEL W! (I)-#5 BAR. NIAS(ONR (1 ROW - . . ... ' . • ' ' t.1� TRUSS ( ) . . (3000 PSI) CONC_a FILLED EACH CELL . ' - _ IN (3000 PSI) CONCRETE FILLED CELL 8"X8" CONTINUOUS CONCRETE: //5 REBAR Vie/ 90 DEGREE HOOb` . ' �5 . �• -,� , AT ALL DOOR AND WINDOW #S VERT. REBAR IN 300(I 1' I BEAM BLOCKW/ 1 - 5 „ / REBAR W/ 90 DEGREC AOOh ..L'. Iu - _ /� DRYWALL WALLS ` - O # . AR IN „ > „ . 8 PRECAS .LINTEL W/ (])-##5 BAR'. . . . L �: ( OPENINGS (SEE LINTEL SCH. 1?OR , CONCRETE FILLED CELLS) 3000 PSI CONC. FILLEDB 8 X8 X] 6 CONCRETE BLOCK: , • ' . .. . „' > ' .. . u . HAND CLG) .. I r IN (300.0 PSIj CONCRETE FILLED CELL 3 X8 X1G CONCRETE DLOCI{ ' ( ) EAC CELL, MORE INFORMATION) (SEE PLAN FOR LOCATIONS) . . (MASONRY) .'- AT ALL DOOR.AND WINDOW` - J - •' (IvASONR�� M " Lt.t IN. - %" DRYWALL 8„ PRE W/ (1)-##5 BAR y OPENINGS (SEE LINTEL SCH. FOR, •.' ' .. CAS LINTEL .. Au) : ,- STUCCO FINISH . - . . IN (3000 PSI) CONCRETE FILLED CELL #5 VLR1. REBAR IN (:3000 PSI) ; .� • MORE INFORMATION . ° •' • #)5 VET •. - ° R . REBAR IN (3000 PSI) Z X 4WD °TOP PLATE OR . AT ALL DOOR AND WINDOW ° CONCRETE FILLED CELL tom' SEE PLAN FOtt LOC/1TIONS � ' ' i i5 COT`.. . FILLED CELL M M. I /2. X 3 5/8 METAL 1X2 FIRRING @ 16" OR 24" O.C. OPENINGS (SEE LINTEL, SCH, FOR ( ) /� DRYWALL (WALL SEE PLAN FOR L RUNNER ) ( OCATIONS) , 0 . . . . . • • -•45 REBAR W/ 30" MIN. LAP'SPLICE'. :MORE INFORMATION) _ ' . V) . - I . - " STUCCO FINISH » � 1X2 FIRRING @ 16 OR _4 O.C. - I STUCCO FINISH ' - . , _ 2 X 4 WOOD STUDS @ 24" F1 FOIL 1NSt1LATI0AT (2500 PSI) CONC. FOUNDATION ROUGH BLOCK I O.C. _ _.. - .. .. . SEE PLAN FOR SIZES 'AND QO _ _ -_-___ - OR 1 %2" X 3 5/8" METAL . j. ... . : ' . .. :.�._.. t#5 REBAR W/.30" Nf -N. LAP . SPECIFICATIONS' , • . . SPLICE rT FOIL INSULATION - ' , ' . ' 115 REBAR. W/ 30" IVM. LAP S � � ° . 5 UDS cr) 2411 O.C. . , .� � /-� i • - : . . . T D - 0 PLICI: . . - ° . . . , . ; FINISHED GRADE - f •: • .. . • �,. !: �{ ``' ' ° . (2500 :PSI) CON'C. FOUNDATION lo, o~ ,. ; _ �l : • : ' SEE :PLAN .FUR SIZES T (2500 PSI) CONC. FOUNDATION » r� Y AND . . 4:..: - -. - SEE.PLAN FOR SIZES AND . _ h DRYWALL BOTH - T ; l Sl ECIFICATIONS • • ' _SIDE��f. I / S (SEE WALL I INISII II `� l-- / ail,.. it . 11 U tt' SPECIFICATTIONS t REiiIE E I' _6 u IZ-It(�>btuaLu� t. II . . t NOTES FO.R. WALLS • Il . %I i �, - FIN:ISIiEU GRADE 11 Jam• ' DE IVIPLIAN� ' .. d:,:'I . .� �• . . • �:It ° . •: ., . , . '� ` i I FINIS]ED GRA' E - . ADJACENT TO SIJOWER 01115-Ibl.�"it.� ... I .. - I I.V. . . M �� ■/ ■/\ N . AND TUB) t,► �liita��tu;(jlritl=tiI� .. .. �r .. ,. - . .. .. . . , . - - . . - • . .. .. . . • . ... .. _ ' • • - _-- - _. •. _ - _ ..._ "• .. - _'__.. _. -- ' -- .. ____ ...._ : _ .-. . ' • .. . ' . _:. ! _ _.. 2X4 r,r. WOOD BO - - . . M . __ --- __ .. — . - , , .TYPICAL WAS i CT I o'— l" -ft,' � :.. •, {, ,. t" .. YPIC��,LL WALL Sl .CZ ION . . (GARNG E tltS..: _ _ �_ ., . _ PIaATL ' W 1 }N T _ . •... - , . ' . . . , % �•,-1' OIL. I !4 , X 3 5/8 METAL • :, , �X; :� . . . CAL • r 1' AZL ► I �T�_ O1. � I 's , t "T 8 . . PI ICI TNT -..... I • ER W/ TAl'CONS ...--__-_......_.- .-_.-^—...._._.-.__.." _ ...---_.__._ -_ __ , ,_. - , _. @ 2`'" O.C. _— _ .._ _ .,.__�--___— E 1tOWS Q� A11 BLC}Ci AST �i'AL]C,S (?VrTt 9� '` 'd R4 - - iC ' - , -- ,-fir ._,., ..• C NC, FLOOR _ '.. - .. I stl�Er ; 4t:t,, . . . ° f' M�. ...��. � II.I..f1.. , . ,P.ifIoN. CHViiNIC.�� ,E•I E'C ,Rlcrlt cim ,FjvG I�JF I�II�(C: : 5 . _. N�'_RZOR NON-I3RG WALL D TA L, I71�... - -sr Ir - - --- - . 1984 S. W. BIL,Ti691C�?,ESr. sUIT",'#F' .;r f. • • : ' _. POI? S LUCIE•, .FF - 348�%�f . . I_ _- . . ..., • «� �. _._ _ JU 021 8 2 r ,. IIII l~I� �f,' "a a . ., _..- ' (2) /f5 IN FULLY G110UTI-D CELLS ADJACENT TO GARAGE DOCK OPENING AS SHOWN. ' ', , .. - rL' ,,tt ''bif' _kiiH ff' ai'�iL,(•.,+ji1 :f..,•.,+it. tli¢jif, �?':., ... ," � •, •. - ••• STUCCO CEMENT FINISH . a.. FILLED CELL AT JAMB BLOCK TYP b'• CMU .WA tER RESISTANT c6ATING :(SE 'WATERPROOFIiG NOTE 1 a'. a , , - , . , , • . ' . � ... ' .�'•a' 'Ix3 P: roola c�IRRii�l C . �.-- -� �• � •° _ T. V ALL . (3) SIDES C,C7NTINUUUS - - • i 2x6 F6. JAMB FASTENED w�fx5w�,f, WOOD TRIM S.S. 30 / 6 2 ( 4) HII..`fl I<., DO[_T' 3. EXPAPJSIOId AI „ JCHOR (OR • ... 'EQUAL w S C: • f" :'• / 2 Q . WASH SPA � 6 � C; 'MAX `�—='- P.T. WOOD BUCK 1NITI-I SC LANT PER' WA7ERPROOFI • G APPLY PERIIJETER .SEALANT C AUUz. NOTE 4' AND ANCI101!R A 11 ASOi,IRY PER ' BUCK �' CU 70 M . BETWEEN BUCK •& WINDOW FRAME ° ATTACITMENT, NOTE:. . • .. - (SEE NOTE 5 STEEL TRAGIC IhZA'• S . T'0 bE• FASTL`hJEi� ji•(1 WOOD, .. .. - - • 2x6 BUC } ' K w/ I ER AGE -DOOR.,SEE WATERPROOFING MANI C`"URER SNOTE f16 'SOECIFICATIONS (Qtz NOTED BELOW CC7RRC)5101I RE:` : . 7:fANT I`LASF-II1JG WATERPR( IN OHGD IRA .IC 8 RE - ..PER I G NOTE• Z : ' --a.,.E TO P.T, BUCK' t ANCI IOR DOOR AMB . AND i IEAUEI3 TO 2x' BUCKS IhJ . .. .. " DOOR: (�) x 1_% CO RRO. .,TURESSTRICT ACCORDANCE WITHMAJUFACREQUIREMENTS.' SI- IIEX HEAD LAG SCI] SPACED PER MAHUFAC:TURER'S , : :INSTALLATI011 ; . EVIL, . �l_.:1DIrBU�I�. DET�JAIL: SCALE: N.T.S. '• . SCALE: N.T.S. f� —� R I .. <' 'GUIdlIhli �UUS' FOAM INTERIOR AI FASTE1 E S AS REQUIRED B ( 1�Ii IL OW MANUIFAC SURER . :S fUCCO CEMENT FIiJISI I AND WA tl f SEALANT PER TERPE20 W \. A OFING N0 (E 6. �i ff "CORROSION RESISTANT rLASHING PEP, WATERPROOFING'. Roonrac� r�— CELL A f JAIAE3 • C NOTE 2 FILLED :a t3L0 I� (Tl'P) CMU WATER RESISTANT COATING MARBLE SILL .. .. . EE NOTE CAULK'SEAM AT WINDOW' INSTALLATION (S WATERPROOFING CAU t o. (SEE WATERPROOFING NOTE �5) MQRTAR'0 ;. C U WATER ES STAt CC) IG . GfZOUT = % „ �;.� . - (SEE WATERPROOFING NOTE #I ) .1x3 P.T:.WOOD FIRRIIiG LL 51DE 'rl;� SET SILL IN FULL MORTAR BED A (3) . S %�:: { ; CONTINUOUS i JDRti't, .a SIUCCU OR C)ECORATIVE CEMEhJTITIOUS COA 11NG - ' I WOOD .TRiivi z CORROSION RESISTANT FLASHING _ �--- 8C:M.U. ' PER WATERPROOFING NOTE f✓f2 P.T.1'd00D BUCK _ . I< WI�>-I1 SEALANT PER � '.. .. • - •.' - � .' � :WATERPROOFING NOTE #4 AND. ANCHORED TO " PURRING TO MASONRY WALL 10SONR1' PER BUCK ATTACHMENT NOTE. APPLYPk.RItvIETER SEALANT CAULK..,� ... BEtW�,EN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE S) �` 'SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IIJ STRICT ACCORDANCE WITH MANUFACTURE'S :.' �.,..'::;':,: °��' • `� � "��' -- PRECAST CONCRETE WINO' RESIS,TANT .FLU51•I UCT PPI OVAL INSTALLATION REQUIREMENTS.'.. ; AC7UR r� T. CT SILL AS MANUF ERI BY C S —CR E • ° ; . .. _ - • (OR EQUAL) e , • . . '• • ° - - , : EXTERIOR DOOR B � I 1. - _ T -CONCRET ' WINDOW- .:SILL: • DE�IC'AI C ' SCALE: N.T.S. i WATERM00FING NOTES ° .. •,• ', • . ' ,- ., .' '°1: . PRIOR T , . • • 0 BUCK INSTALLATION TREAT THE MASONRY. OPENING WITH A CMU WATER t�ESISTANT" COA TING TO •SEAL Ti-IE ,WINbOW % DOOR CAVITY TO PREVENT IT FROM •ABSORBING W TER.. 'TT-IE C • U _ . � M WATER RESISTANT _ .. .. - STUCCO, CEMENT FINISH COATING SHALL BE APPLIED .IN ACCORDANCE WI Tl1E MANUFACTURERS RECUMME:d �\I DATIUNS .Tf-IF APPLICATION OF Tf HE CMU WATER RESITAiJT COATING SHALL INCLUDE THE ENTIRE ��URROUND OF TI-IC OPENING' (SILLS, "JAMBS, HEAD) AND RETURIl WALLS OF. THE OPENING 8 MINIMUM (EACH DIRECTION. ALL FILLED .CELL AT JAMtJ, C BLOCK (TYP) T MU WATER RESISTANCOATINGS • Si-IALL- BE INSTALLED PRIOR TO BUCK iNSTALLATI ONS. CAdU WATER RESISTANT COATING RO 2. INSTALL BUCK SO T T RC ARE N EDGE EXCEEDING 1 /8" BETWEEN BUICK' AND MASONR`(. (SEC WATERP OFING NOTE iJ STAL S THAT IiE O E GAPS 'PRIOR -TO .BUCK INSTALLATION APPLY 3 B" NOMINAL DIAMETER BEAU..Of SEALANT F U— ' .. ..• , .- ,, �.,. .: G .a:.• B�TWEEN'Tl-ILA BUCKAND �-� , CURRUSICN RESISTANT FLASHING THE: MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY S ILLJ PER WATERPROOFING NOTE 2 '� :: SEAL THE ENTIRE :,v END OF THE' WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE O- LIQUID T" 1>;3 P.T. W000 FIRt211dG ��LL. (3) SIDES CONTINUOUS F I IROUGI-I THE'CUT- ENDS -AND THE ENTIRE EXTERIOR FACE AND RETURN 'SURFACE OF THE BUCK SHALL BE COATED ' WIT'i I A LIQUID t J� APPLIED .WATER,. RESISTIVE COATING / SEALANT. u APPLi PERIMETER SEALANT C'AULi< ' . o _ �•: PROVIDE PAN FLASHING AT SILL Of~ WINDOW AND DOOR OPENINGS, PAN FLASHING S � Imtm1 SEE WATER PROOFING I4O7E/ SLOPED IN•'A HALL BC SCALED OR BETWEEN BUCK & WINDOW .FRAME MANNER TO DIRECT WATER TO TI iE SURFACE OF THE EXTERIOR WATER RESISTIVE l3ARI�IE F R OR ' .(SEE WATERPROOFING NOTE �f5) ; SUBSEQUENT bRAiNAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL_.' PAN FLASHING e•� . SI-IALL. • .. �, . BE CORROSION' RESISTANT (OPTIONAL NOT REOUIRED IF ITEM 1= 3 INSTALLED . :: �- P,T. WOOD BUCK WITH SEALANT PER ) r WATERPROOFING N! TE AND i Ct D "i I 1 O i�4 A A J 100E TO , 5. PROVIDE GO}JTINOOUS 3 - /13 BEAD OF' SEALAi4T ON- WINDOW DOOR FRAMES A'f AL.L PEFRONTI _ ..MASONRY PER BUCK ATTAChiMENT NOTE. / RIMETER Oil - -AND BACK SURFACE PRIOR .TO WINDOW / DOOR INSTALLATION, F - 0 E: 6. WAFTER WINDO LZ_ W/,DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK OR PREC ST ( A SILL AND', : !� 1 AiICf-IOR WINDOW FRAME TO.MASCNRY IN STRICT •' :..TI.IE WINDOW'/, DOOR•'TU ENSURE A'WATER RESISTAi�}T Ih}TEf�IOR AIR SEAL ARUIJI�D - • • ' • . • - - - � WINDOW FRAME 51-iOULD BE COMPLETLY SEATED I TIIE ENTIRE PERIMETER. -- ACCORDAHCE WITH MANUFACTURE'S PRODUC f �j ON THE BUCK. IN NO INSTANCE SHALL THE APPROVAL INSTAL TiON RE UIREMEIJTS. LA Q FRAME OVERHANG THE BUCK ; tr BIB ATTACHMENT F .. OR 1 X " BUCKS. •ATTAC} I 'TO CMU `WALL WITI-i� WINDOW , HEADER AND �� y -BUCK, /Z LONG CASE HARDENED COIL NAILS AT 4 FROM ENDS AiJD 12 U.C: - I� : C�ETAIL OR' CALE: N.T.S. -3 16" . I . - � ," S, : X 1/2 TAPCONS AT i FROM ENDS AND 12 O.C. �i ORT. ! 6` 4 X /2'' TA 0 4 J' FROM I AND •i/ 1.'1 PC NS AT Ovi ENDS � 12" 0_C. - . .. .. - • • : , •. . ' 0 C'MO FOR S • .:. .. : ' 2 X� BUCK AII-AOt-I T WALL Wlrl ° ° RETIE SE H 1 /4" LO AI ., O r , "f , .... Po NAILS AT I E1JD_� AND 1.�. U.C. ° ,� � - ' • . . . ' • 2 1JG . CA HARDENED COIL • 4 FROM vt ... e CO ' •° ,.. 'o "" ptIAN _ �C ' 3/16. X 2 1 4 TAPCONS' AT 4:" F/- , Rots ENDS AND i2 O.C.oIE•'U OR N ,8�JE WINDOW AND DOOR FEiIESTRATIONS SHALL BE IN ACCORDANCE WITH. E CONTRACTOR' 1 4-" X 2 °' A CONTRA T R / 1/4 TAPCONS AT 4 FROM ENDS AND 12 O.0 _ MMA /. MA 20a-9 SHALL SUBMIT FMMA / AMA. 200-9 .,STANDARDS. WITH PERMIT SUBMi`1`l-AL. . R DOUBLE 1 X BUCKS ATTACH FIRST COURS 70' CMII 1/2f". 'LONG CASE HA 4"" " _ • . .. .. HARDENED COIL NAILS AT FROM E:IJDS ,AMID 12 UoCe .. .. - . - , ' � .._ . �'�' ,�-':�.•= . ., • . 1 G RDE ED .. FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6;, 2X6, iX6, 1XB, DOUBLE 1XG,.OR DOUBLE- 1X8 IS OR rr G /2 APC j D 1 O.C. T 4" F EJD 2" :. ACCEPTABLE 3/1 X"1 1 T ONS A FROM AN .. ALL BUCKS MUST BE PRESSURE' TREATED. OR " -- SHEET NUMBER • ALL BUCKS MUST COVER, ENTIRE DEPTH OF TI IE DOUR WI I 1/4 X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12 O.C.Al7AGl I SEGO D C U �' . N 0 R�> T0. CMU• WALL. TT is 2 1 /4'` LONG CASE i-IA{TDENED COIL NAILS A I A'"" PROM EhJD�,> AND `12" O.C.h: " • FIRST COURSE WI .��.�..,lF.��. � --- — .. -- OF _..._....._._._.--.._...._.....____._.,.__.__ .,._._.._ _ .._.._.__ _.._._ .... �) "' TA T �" i 2„ VIClL •.E"LECTRICAC • CIVIL EiVGI 0 1t?',I�'CHAI _ 3 2 1/ . PEONS A 4' FROM ENDS AND .C,. IVF"Clf1VG (L!. OR �,: .1.�'8•�C�' S'T! 2 -1/4' TAPCONS AT 4.� FROM ENDS AND 12" O.C. F f POTi" 5T; L.UCIE I-Lt— I Q - NE �77�J 7R5 gQdB E=]t IC PULE Ci-IfiVCC_.lt oL C:J/N ' . " ' , • . : %SICK, .�9.9�Ca .. �;=. P . , , ELECTRICAL NOTES: ALL WORK SHALLCONII'1_,1' WITHTI11? 2017 NEC (NFI'A 70) AND TILE FBC/FRC 2020 -SMOKE, DETECTORS TO l3i LIO\' NV! Bf1'CTEI' :RBACK (JP -ARC FAULT CIRCUIT - SNIOK_E DETECTORS TO 13E LOCATED AS SI[OW N, AND INS11)IT ANI) OUTSIDE OF ALL ENISTING BEDROOM INTERIOR DOORS (NOT SIIO\\'N) IF NOT I XISTINC VI RIFY - SMOKE DETECTORS TO BE INTERCONNECTED SO TI IAT' ONE SMOKE DETECTOR ACTIVATESALL b tl —.- • tl P SMOKE DETECTORS IN THE RESIDENCE . . . - -:P:ROIrIDE BRANCH CLRCUIT ARC-P'ALiLT` T'I2OT`EC'TLOiVIOR ALL CIRCUITS SEJ2\rING ROOMS PER FBC AND NEC REQUIREilIEN.T.S . ... -CARBON 1✓IENOX1llE DETLC'l:0IZ5'T'O BE.INSTALLED \\'IT111N .l0' OF ALL BEDROOMS I EXHAUSTFANS TO BE VENTED TIIRU ROO(! OR SOR1'I'T 0 - PROVIDE TAMPER RESIS"I'f1NT RECPTICLES PER NEC REQUIREDIENTS ' -:ELECTRICAL SERVICE S1-1ALL BE I20/2401/1/60 ;. - GROUND SYSTEIU PE:R NEC 250 rANJ4 7 . . • - 1 I. `TfI ^ .. �Y /7 �\��•l{jam\J�7. \ t� . . - .. - _ � •) Ll � - � . ' . ' I � •.I ?.�� ! . FAN/YT• • - ' .. . . 7777) FT `114 ELECTRICAL L.OAD_CALC`S flA N I `�.. I G1FF I i VANL-T, PER NEC 1624 S.F. @ 3 VA 4872 VA' • TWO. ,,, 20A APPLIANCE CKTS 3000 ELECTRICAL- KEi ...LAUNDRY 1500 f i ►s' � —� ! • T. � � ° DRYER 5000 RANGE 12000 WH 4500 IOW 1200 WP TUB (OPTION) 1200 REFRIG 1200 IRR. PUMP (OPTION) 1806 IYIISC 5000 TOTAL 41272 VA FIRST 10 KW @ 100% 10000 REMAINDER (a_ 40010 12508.8 TOTAL 22508.8 A/C HEAT (a. 100% 12000 TOTAL 34508.8 VA 34508.8 240 — 143.7867 AMPS USE 200 AMP SERVICE i SY?vIBOL SINGLE TOLE SWITCH 3 THREE WAX SWITCH t Wl DUPLE CONVENIENCE OUTLET 120V SPF CIAL PURPOSE OUTLET ()220 220V.OU LET (9)QFI GROUND FAULT PROTECTION F WEATIT-l°I1c PROOF LIGHT FIXTURE t ❑ k FAN BOX/LIGHT ' --- IZUORESCENT LIGHT EXHAUST FAN ? SrvlOKE DETECTOR cad CARBON MONOXIDE DETECTOR f_15-p EQUIPMENT DISCONNECT G{ff- r— IL: ram, i ALL IDEAS, DESIC I ` RENNE5tN ItD, UY IRIS !]HAWING g. I. ICE, AN[ .. PROPERTY THI S OWNED BY AND: PROPER OFT OFF C, WHERE CREATED, EVOLVED, AND .DEVELOPED FOI ' . US 'ON, AND IN CONNECTION WITH. THE SPECIFIE j .. PROJECT. NONE OF ..SUCH]DEAS, DESIGNS, ARRANGEME NTS,.:AND PLANS SHALL BE USED '8 ' OR DISCLOSED TO ANY PERSON,FIRM,OR j FOR WITHOUT CORPORATION O ANY PURPOSE UT -WRh Iss PERM ION NEW RESIDENCE I z =LIFE SAFETY WARNING ��. This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Spn or less I Spreer Bar 60 degrees or less 2/3 Tag line tf 1/2 span —� Tag line2 of S an� —� approx. p REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used. Truss is an example, your truss may not match. Truss is an example, your 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.IN AIR HANDLER 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. WARNING�e� The size of these trusses makes it necessary that they e set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING Oil SEAT PLATES BY CHAMBERS TRUSS J 1 REPRESENTS A HANGER HANGER SCHEDULE USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYING TRUSS HANGER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS *Please refer to Standard Engineering package for general instucvon on Instaumg nangers 10d=0.148" x 3" 16d=0.162" x 3 1 /2" Hatch Legend + 12" COFFER 9'-5" CEILING WALL HEIGHT 8'-111 10'-9" CEILING WALL HEIGHT 9'-511 Ez- WALL HEIGHT 10'-911 zt Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 30'- 38' IN LENGTH!! PLUMB CUT END 12 2X4 TOP CHORD 6 r WALL HEIGHT 8'-1" END DETAIL: B 00 1-00 0 4-03 0 -06-00 o 2-00-00 r PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-03Z: �06 6r 12 PLUMB CUT END —1 6 2X4 TOP CHORD WALL HEIGHT 10'-9" END DETAIL: A 1-1 C-00 FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority 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 mail 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) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. After 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job 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 delivery expenses if Chambers Truss has to redeliver because job site is not 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 in 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 no 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 attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be added for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes 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 attorney's fees, if default in payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per mNational Standard And Recommended Guidelines On Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPI/WTCA 4 - 2002m 12. Warranty is per Chambers Truss Warranty attached. DATED SIGNED FOR TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 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. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES 'doll gammommmill .311.115 can er Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772.465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM REVIEWED FOR FILE COPY CODE CO PHANCE ZZ�t -ato 6'� ST. LUCIE (`"NS` O, I MITEK VERSION 7.4.1.431 LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County ST. LUCIE Building Department ST. LUCIE CO. Wind Design Criteria ASCE 7-16 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-16 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category B Miles from Ocean 5 Conforms to Florida Building Code 2020 R. D. L. =Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 77848 SCALE: 1/4" = 1'-011 131 total trusses, 48 unique designs Designer: RAC Reviewed by: Date: 10/14/21 FOR SOUTHERN CITY DEVELOPMENT DESCRIPTION: 5606 MYRTLE ST. Page 1 of 1 CUSTOMER INITIALS EACH PAGE 77848