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HomeMy WebLinkAboutPLANS12 4 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 911451.12 24ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wot�d screws with self sealing washer at 12" o.c. max spacing over A5TM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet RES U 5/8" thick light textured stucco on tgplcal concrete block construction 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION 3 5/8" thick light textured stucco on tgplcal concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" eni laps fastened with corrosion resistant tin caps and with 1.25' ring shank nail spaced ' o.c. at all laps and two staggered rows 12" o.c. in field. Atli c dpeck tyytrusses using attachment detail on this sheet \ SCALE: 1/4" = 1'-0' 5/8" thick x 8"w cut coral finished stucco bands M 12 SLOPE 4 COVERED PORCH 12 4 FSLOPEE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 d ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' aide laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL 911451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using 11:9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered rows 12" o.c. in field. Attach dpeck to trusses using attachment detail on this sheet l/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be Iq/32" COX Pggwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12" la" O.H. H. Finish Columns with 5/8" thick cut coral ®® ®� ® . finished stucco bands 2" x 4" top plitel II ' 1/2" drgwall ceding on truss bottom cord I/2" drgwall on 2" x 4" studs at IL" o.c. base —board 1. II II ,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non-B I ring Partition rite Braden Braden AIA, FA /nners Arel' ::: '1004 1, 1 B E—m��'il: bradenaia8comcast.net __ •00• FRONT ELEVATION Wgnne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida L■JL■J 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" - 1'-0' a 311 SCALE: 1/4" = 1'-0' REVIE WED FOk CODE COMPLIANT:, r: F�L%OI ST. LUCIE COUNTY BOCC 4LL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP 4ND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Buildina Design is: Enclosed Risk Category: II Wind Yelocitg: 145 mph ultimate Mean Roof Height: '— " Roof Pitch: 4:12 Internal Pressure Coefficient: ±O_le Subjectabditg to damage from: Weathering: Negligible Termites:Veru Heavu Width of Roof End Zone: 3'_4" Wind Speed: ILS mph ultimate Wind Exposure Classification: C q; 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL: DL+O.LWL: O.LDL+O.4wL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.G/-32.4 pat4jC�j Roof Zone: 2. +20.L/-51.0 paty. Roof Zone: 3. +20.L/-84.0 psf e 1( Components I Cladding Wall End Zone Width: 3'_4' Components I Cladding Wind Pressure (NET) Wall Zone. 4. +35.8/-38.1 pat 0 = Roof Zone I Wall Zone: S. +35.8/-41.8 psf Walls Zone 4 Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3pal Shear Walla Considered for Structure? Yes Continuous Load Path Provided7Y88 = Roof Zone 2 Walls Zone 5 Are Components an Cladding Detai a Provided? Yes END ZONE Minimum Sal Bearing Preeaure:2 5Q0 psi, Presumptive: X By Test: psi = Corner Zones SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS Roof Zone 3 ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: --'LS— pat FLOOR DEAD LOAD: l0 per JOB ADDRESS: MODEL: GARAGE LEFT Date Drawn 9-4-I8 Drawn bg: C.C.U. Checked bg: D.R.B. Revisions : Sheet Comm st 9-25-I8 Client Requested Revis . 18852 1 any 4�9 Or- 5 FLOOR i=LAN � CRASH POST DETAIL AREA CA CULATiONS TYPICAL NOTES: SCALE I/4" = I'-O" N.T.S. I. Contractor t0 verify ALL notes and dimensions prior t0 34" high by 4" diameter Living A/C = 1,124 sq, ft. roceedin steel crash post. Floor Back Porch T tal = 210 sq. ft. P 9 with Work. Flange with 4 - 3/8" q 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 455 sq. ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab 1!3/8% 5o ksi steel plate) Front Porch T tal = 94 sq, ft. a minimum 1,400 P.S.I. fiber stress. 6" Total Under R of- 2,485 sq, ft. 4. No dissimilar metals to touch. 2�2" 2h" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. Total Volume xx,xxx sq ft. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to Shall be 3,000 P.S.I. concrete and/or 4,000 F.S.I. grout mix " °3/To ° 2/2" 6. Drywall at ceilings shall be leveled and attached to bottom chord 2�" Attach buck to block wall with 4. of trusses with screws per FBC R102.3.5. 1/4" dia. Elco conc screws with - A L L d 11 b .4 ° 1 I/4" 12" IA - 8. WOO in contact with concrete she a pressure treate ALL wall dimensions are nominal and finished wall or stud dimensions. �° pare tration at o.c. ma a2' ax corner thr not Exterior rase x44"mPTProm Buckach 9. ALL plumbing fixtures to be low flow. or wag arias 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for #8 wood screws thi arioeratn jamb Into buck max and handicap accessibility requirements.at ;2�j-721/,11 at Door p dioor ettae ante. 12. Lowest finished floor to be set bg Governing Building Department h NTS surveyor to set In field. INSTALL VULKEM BLOCK SEALANT 13, Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATIONRIOR TO BUCK w.H. Water Heater Install windows thru buck Into block with 3/16' tap -con with 1 1/2' penetration at V oc. max. 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 from each atnemban a d0.' a o.cam 19. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face at head and w per product approve 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant oP wall Buck to be x 4' PT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Variea materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. Gyypsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 f x4" P. Buck nailed to C`f60, C1002, C1041,C1111, CII18, C1218, C1395, or C13% and shall be installed Detail lock wit l a t w l n d OW S prior to case hardened malls ndow attachment according to the following: (FBC R102.3.5) Masonry Beam Drywall Framing Max. spacing Nall sizing I" x L" P.T. Buck Walled to / block with case hardened Walla NTS Thickness Location Orientation Member of fasteners o tlona for p dryywall Into Spacing installation oP 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR CII18 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin AA sSTMmoke E 8..4developed index not to exceed 450 when tested in accordance withh insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 2L ga. Sy crimp metal roofing attached to plywood Back using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" O.C. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusaee using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss With (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 18101be. uplift 12 4 F_- PRE-ENGINEERED TRUSSES � at 24"o.c. TYPICAL (shop drawings by manufacturer) Aluminum Dmp --- ''^V "�R-30 blown fiberglass Edge t Fascia in bottom chord of trusaea I/2" drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagoan Full o vent vmYl soffit installed precast lintel filled with concrete and (1) #5 using 1/8' dia shank x IS' long gals. bar cost. for bottom row over openings roofing nails with 3/8' dia. head per product approval - we chart sheet #I 1/2" drywall over In x furringg strips at 16" o.c. with II frfoll -insulation on typical 8" Block walls 5/8" thick light textured All drywall to be installed per FBC R102.3.1 stucco on typical concrete I and shall meet all pertainingg ASTM codes. block construction bD Mortar to be Type M oniy proportioned per FBC R607.1 and Mortar Jonts shall comp with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell () #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Bead see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill Grade - ".:.• , ; :.....r, ....., .... ,,IIII _ III IIII=11 I I. -IIII=1I I I=111=III=11I. 11" 14" x 14" Concrete+ footing l with (2) #5 bars cost, and #5 TYPICALSECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Install SGD thru buck Into block with 3/16" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c, max i "'"• thereafter at head per product approval 0 0 Use 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x 6" P.T. Buck n ed to block with case hard ad nails Had prior to door attach nt fixed door sliding door n Masonry Wall :,..:. Bottom Track -Typical Flooring Sill Install SGD thru buck Into block with 3/16" tap -con with Sliding D 00r Detail 1 1/2" penetration at 6" o.c. max From each corner and 20." o.c. ir At Masonry Wall NTS thereafter at Jambs per product ix pprov Window Schedule lark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-S%'x T-3'/s" 54!/■"x 63%4' Single Hung ZON 4 2. V-2V'x 5'-3 %a" 15' x 0 %4 Single Hung ZON 4 3, 21-2' x 3'-2'h" 21h"x 38%" Single Hung ZON 4 4. 31-1" x 51-3'/8" 38' x L3'/4' Single Hung ZON 4 5. 4'-5%B"x 4'-2%" 54%®"x 54V Single Hung ZON 4 L. 2'-2" x 2'-2" 25" x 25 W Fixed Glass - Tempered ZON 5 ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer a specs prior to construction I Door Schedule lark Size Rough Obening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108" x 84' Overhead Garage Door ZON 4 B 3'-0' X III 41" x 83 %" Fiberglass Panel - Inswing ZON 4 C 5'-O' X 6'-8" 14a x 81 %2" "en '"° °ali Sliding Glass Door ZON 4 D 2'-0" X V-8" Solid Core - Wood - 4-Panel-Br-Fold Finished 24' x 1 E 2'-0 X V-8" Solid Core - Wood - 6-Panel F 3'-O' X V-8" Surface mounted S.C. - Wood L panel over 32' drywall openin G X-8" x iI x I a/4' Sid Core Wood, Steel, or Masorete Door H X-en X V-S' Solid Core - Wood - L-Panel J 2'-6" X C-e" Solid Core - Wood - 6-Panel - Bi-Pold ALL Exterior doors to withstand pressures stated in permit I box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction o I Jamb I C4 n H.B. rel 0 Opt. PATIO SLAB 12 EGRESS 12'-8" 8" 21'-0" (2) 91 bars vert. tied into lintels above COVERED PORCH MASTER o r BEDROOM ° ao 0 o a 8'-0" A.F.F. AIII1 Flat Ceding 201-8" Vanity to be 1 34.5" high O 1 I I _ _ - , o CLOSE 1L R EI T rr J 10) I C4 RO M r o 1 ( F Cr �' 8'-0" to T 8" A.F.F. �r 1 I - - - J HO Vaulted Ceding 1 LINEN CAEI CEVIEWE Furs ED Rod t Shelf jDE COM LIANI 6T. LUCIE COUNI CLO'SETII 1I1 BC I Ln 6" 1 " ' " tabnet n cO" with ouside 1 1 or reF, wal 1 JUNIOR MASTER `" BEDROOM V-O" A.F.F. Flat Ceding 13'-2" R-II Batts--^"'�� Provide Auto Closer on Do ® r---- t.Sha4"N Steel Ballard 2t-2" -x -54" heil on Aced" isewith light- 50 Amp Panel` 2 C A R 1714 GARAGE R-II Bi cv V-4" A.F.F. ---------- Flat Ceding - I I I I Block walls in Garage I I to be struck block 21'-O" I O BAR TOP Carxr s6una L 1 0 o i t`i Dljjf 1 Is, 1 dj CABINET I 1 48'a Vanxa 3g5tyhg be I KITCHEN O AO 8'-0" A.F.F. o Flat Ceding Upper cabinets to extend over REF REF. OPENING H shelves 16 0 0 w) 34n5"yhighbe O WDER p 2'-3" IL Clear wall 1 Q space for or6 -4 W 10 33"w knee VI 1 T space W to NOOK QI I 5'-8" F p H.1 8" © HO =1 t+1 d I MT 00 in ;o O LAUNDRri w I o 00 o a 1 TEMPE E In line � with door a to laundry COVERED 12'-e" PORCH IL11 I(VIL-11 It'rI04I I I(tiRwI iY II A LT-8" I I6'-O" i 3'-8" II"+r '-B" 12" E 3 E 35'-O" Brade it Braden AIA# FA nne Bulldin COr , g p MODEL: Date Drawn Revisions Sheet rchitects - Planners -11 GARAGE 9-4-18 9-25-I8 Client Requested Revis 411 S.E. Coconut Avenue THE MANOR LEFT Drawn bg: 2 Tel : (112) 281-8258 Fax : (112) 281-8283 IMPACT C.C,U. Checked by: . Spanish Lakes Stuar mail: bradenaia0comcast.net FL 3499E #AACOO0032 St. I�ucle County Florida D.R.B. OF 6 I 0 N O I 0 Comm # 18��2 I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOiL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 I0/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONC TE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... 5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from L'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c. unless otherwise noted (see Section) L. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, meeting ASTM A-14 and A-35 SpeclflcatlonS. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ Thicken edge to 8"x8" 30" over SEE TYPICAL with concrete and at each filled cell ,,SECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade -I I I I I_I �14"w x Mild concrete monolithic footing with (2) #5 bars Cont. 14" TYPICAL FOOTING DETAIL J 5CALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per foundation pan 101. (2) U5 bars cont. bottom steel 12" SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) a1 bars vert. tied into lintels above Verify house slab height in field Top of footer IL" below finished floor C 30" COLUMN FOOTING DETAIL SCALE 1/2" = ['-Oil SCALE: 1/4" = I'-V" FOOTiNG SCHEDU E Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BAR CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS E CH WAY ® 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR NTINUOUS F5 With With th Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS ONTINUOUS - CURB s 0'-0" 4" concrete slab with fibermesh OR V'x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb KM SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR Vx6' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14% x 14"d concrete monolithic footmsl with (2) #5 bars cont. 52 GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c, overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Termite Protection) for New Construction. Soil treatment used for subt rranean termite prevention inside the foundation perimet r shall be done after all excavation, backfilling and c paction is complete. If soil area is disturbed afte initial chemical soil treatmen area shall be re -treated wit a chemical soil treatment including spaces boxed or fir ed. Treatment must be in accor nce with the rules and laws established bg the Florida D partment of Agriculture and consumer services. Protective sleeves around m tallic piping penetrating concrete slab on grade floor shall not be of cellulose containing materials and shall receive application of termicide in annular space be ween sleeve and pipe. Filled Cell Masonrg Column With One 95 From Footing To Tie Beam Conc. Fill To Be 300 PSI See Floor Plan For Loc tion Sin le Filled Cell C Diumn NTS Filled Cell Masonrg Column 1111ith One 45 From Footing To Be Each. Conc. Fill To Be 300 PSI See Floor Plan For Loc ion NTS Brade i t Braden , IA. FA rchitects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 28'1-8283 mail: bradenaiascomcast.net O I u i Q n 14'-O" 11 1IL11tJl i i i_' J_' ' ' ' JW.IE*91 I IE ---- �� ----F� I I Q 21'-O° d2" q'_6" Gil 1 _J - ©---L-" l� 12" x 12" Concrete column 1 block filled with concrete and (2) #7 b t t d t 24" 1 p i Ul are or . lintels above is in o i p (L f Rear Porch Slab to Q I I CIL be poured separatelg from House Slab. N F 1 Thicken footing to I I 24"w x 14"d x 24"L n 1 under filled call under girder bearing_ 00 0 ao � 0 o a oe IFIL — — — — — — — — — — — — — — — — Rear Patio/Slab to — — — C FI FI be flush with bottom of sliding door recess. Slope I" I IE I I II r. I I I I` r. I Ic I I FI I I I 1 Q i FI I I' 4" concrete slab with fibermesh OR I 6"x6" 410/10 WWM on 6 mil Visqueen over ; 1 clean compacted termite treated fill I ; o I II 4 I li of I I I II I I o o Owl I I I FI I I �I I _i I FI G -I�q/ _ lc) o II -1 I COPY I QuI I °I I A IC II ain © -- -- OI ` L.H. —----�.�---------1 ` ® I i REVIEWED FOR I ® 4"# Steel Ballard CODE COMPLIANCE the sheet) an 2,1 ST. LUBOCC LINTY I T Amp I I I Panel O I z <z 4" concrete slab with fibermesh OR 1 I FI I p 6"x6" #10/10 WWM on L mil Visqueen over cv clean compacted termite treated fill m o o N 00� I _ I ° °IFI w - 1 LU o0 0 0 0l _a a 01 -�I o I • � W 1 of 16 0 �I I I FI a I H.B Wgnne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida „ 18 21'-0" 8 � o�----------------- ©04 4 p pp Recess for —------ `' Garage oor 2'-8" 16'-0" 3'-8" ( Il'-8" 1E2" e 22'-4° 35'-0" MODEL: Date Drawn Revisions : 9-4-18 9-25-I8 Client Requested Revis GARAGE Drawn by: LEFT IMPACT C.C.U. Checked by: ID. R.B. a" - Sheet 2). OF 5 Comm # 18g52 #5 C O N OF SHEETING Provide tiara with min. 48 bar diameters overlap into beam. Tie Provide #5 her sat in pre -cant lintel beam length of Scale 1/2" = 1'—O" Simpson HETA 20 p hurricane anchor at each truss Stra truss to wall using Simpson MGT with P 9 P 5/B die. threaded rod with min 12" embedment V ATTACHMENT DETAIL Pilled cell steal into continuous beam call steel. into where the opening calls For it. — Overhangs — at I O unle5 otherwise noted on this Sheet ( 24" o.c.) supporting Max. 1810 lbs. uplift Into beam either wet set or in epoxy with HETA 20 (22) IOd nail Into trims. Add 1% to � trusslea oor- II III at :. - .. ". .. Provide SUB- '_ = T precast Intel set in mortar Min. So Bearing Ke Area Ede Field Fastener Press uree Zone I le It 6" 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank '74 pelf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ._ Provide PT Buck attached per jamb details into Pilled cell ' 4" Pre -cast f - Roof pitch at if:12 unless otherwise noted on this sheet - Truss shop drawings to b provided by manufacturer - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - ALL TRUSS TO TRUS CONNECTIONS BY TRUSS MANUFACTUR - Architect to review Trus Shop Drawings Prior Poured Filled Cell tO construction for layout and uplift verification Contractor to provide fo Form Board Survey and to provide Form Board Survey to T uss Company prior to truss construction Provide #5 bars with min. 48 bar O diameters overlap in filled cell. Tie Q illed cell steel into continuous rooter steel. w Concrete Footing j'.: :';::. L::• (see Pouter schedule for exact sizes) ** Use nails or screws based on pres$ure for roof stated DETAIL AT WINDOW OPENING IN in permit info box on these plans For zone 3 N CBS WALL scale: 1/2° = r-o° o t N SINGLE PLY REAR GIRDER TRUSS TO d q) `o Nail 2" x 4' blockinag to vert. leg of = a - truss with IOd x 1.5 nails at 4" ald) — C:- Verify with Plan :r install Simpson MGT into wall usingOD ry -^-'-'"into ilia- threaded rod set an. 12" Concrete 12 x 12 into eat beam end (22} IOd nets into truss E E O Lintel Column Block m Nub = 48 Bar Dla_ Reber TRUSS BLOCKING DETAIL Reber �>r, ,:, Min. Overlap AT GIRDER STRAPPING AT CENTER BEARING POINT Column to Lintel Attachment o NTS <i 1/8" thick light textured stucco installed per w BEAM I `J SCHEDULE ASTM C 92L over ASTM D type paper backed winone lath nailed to substrate through one layer of u ASTM D Tggpe 2 felt paper using 8d nails. Substrate to be 19/32' CDX Plywood nailed at L" o.c. in field Mark Size and Description and edges with IOd ring shank nails into studs. w Two rows of beam block filled with concrete and I #5 bar ulf Coast Su I and MFG 5v Crimp Metal roofing FL #11451.12 Aluminum Drip a pP y P -d Edge E Fascia BI continuous in each row. Hook vert. bar over top bar with L go. 5v crimp metal roofing attached to plywood deck using #q x 1,5" 12' ASTM D #5 900 bend bar with a 10" min. lap at top bar. wood screws with self sealing washer at o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4' side laps and 6" and laps fastened with corrosion resistant tin capa and with 1.25" ring shank nails Flash and Counter spaced 6" o.c. at all laps and two staggered rows 12" o.c. In field. Attach flash Tack to trusses using attachment detm on this sheet Brace Gable end Ned ledger to 9 with 2" x 4' SYP #2 art back nailed to bottom 0001- Additional Precast Lintel /#5 bare Lintel Bar Clear u a A r, o B Length Length Span Bars Bars T-10" 2'-8" 1'-4" 2,#3 none 3'-6" 3'-4" 2'-2" 2,u3 none 8P8-01BAT 8F8-IBAT 8F8-IB/2T Additional 4'-0" 3'-0" 2'-8" 2?(3 none #5 bare CLEAR_.•r'. 1.:r A.<.;+;• 4'-V 4'-4" 3'-2" 2,43 none •':: One Row of "H" Block Above ::af'::,";. 5'-4" 5'-2" 4'-0" 2#3 none 4 none ' '`•' ' Precast Lintel 'Z 5'-4" 2A4 none i Additional 11:5 bars t___-♦ T-0" 6'-2" 2 u5 none BFIL-1B/IT BFIL-IB/2T $'-4" 7'-10" T-O" 2,#5 none NOTES: ALL reinforcing steel is grade 40. I. min. coverage of steel=l.5" 2. min. bearing required a ea. endure" 3. standard for rant. steel ASTM A6I5 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) on gable end truss of top chords using (2) IOd with (2) IOd its nails at each truss at each web 12 Simpson HETA 20 or equal 4 PRE-ENGINEERED WOOD TRUSSES hurricane anchor at each truss with (10) IOd 1 1/2' nails ° 24"o.c. TYPICAL x ( 24" o.c.) supporting Max. ( shop drawings bg manufacturer ) 18101bs. uplift Aluminum Drip �--� 114 R-30 lown fiberglass O Edge 4 Fascia I/2, thic stucco on 3/8' hr•rib lath in bott i chord or trusses 12" attached to horizontal and vertical wood Q training uth nails or staples to provide 1/2" drgi all with smooth finish F- 2" x L" Sub -Easel no less than 1-3/4' penetration into horizontal wood framing and 9/4' penetration TWO row of beam block filled With concrete W into vertical wood framing members and (1) 5 bar cost. in each row. Substitute 2 Kaycan Pull o vent vin9l soffit installed precast bar con Intel filled with concrete and (1) #5 for bottom row over openings using 1/8" dia shank x I.5" long gale roofing nails with 3/8' din. head per product approval - see chart sheet #I " I/2 dr „ Wall over I x furring 5/8" thick light textured strips I6" o.c. with R4.1 fl—foil stucco on typical concrete insulatro t ical 8" Block walls I 12" x 12' concrete column block construction All dr all to be Installed per FBC R1O2.3.1 block Filled with concrete g P Varies - see Ian and (2) #1 bars wart tied P i and sha I meet all pertainm ASTM codes LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size ast-Crate ecification Rows of "H" Block Above " " Bottom steel s12e ToP steel aim Max Gravity Load (PLF) Max. UpKt Load (PLF) Max. Lateral Load (PLF) L22 2'-2' 3'-L' 8F8-OBAT 1 #5 300 160 1024 L31 7-0 3'-I" 4'-0" BFB-OB/IT 1 #5 2541 1363 163 L45 4-5' I 5-10" BFB-OBAT 1 #5 1105 904 339 L50 W-On L'-L" BP8-OB/IT 1 #6 1238 835 121 LLO 6'-8. T-V 8P8-05/IT 1 #6 1011 121 534 LBO e'-Off 9'-4' 811111118-115/2"Ir I #5 2 #5 152 691 512 L90 9'-0' 10'-L" 8F8-I3/2T I a6 2 #5 643 630 401 L905 T-0" IO'-V BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 LI00 10'-O" II'-4" BFe-15/2T 1 06 2 #5 682 494 452 LIOOB 10'-0' II'-4" BFIL-I5/2T ONE I #6 2 #5 1341, 1028 452 L120 IT-O' 13'-4' 8F8-I15/2T 1 85 2 #5 411 428 324 L1205 IT -Off 13'-4" BFIL-IB/2T ONE I #5 2 #5 1015 "0 324 L140 14'-0' 15'-4" BFIL-I5/2T ONE I 1115 2 #5 1250 409 259 LILO IL'-0" 11'-4" 8P8-I13/2T 1 #5 2 #5 1 300 192 194 LILOB IL'-0" IT-4" 1 BFIL-I13/2T ONE 1 #6 2 1 #5 1 950 1 600 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. into lintels above #5 bar vert. w/ ao Mortar o be Type 'M" oniy proportioned per FBC R6O-1 and Mo tar joints shall complg with FBC RLO1.2.1. thicken edge to 8"x8" 30" overlap Provide Dur-O-Rack at all wet areas (ex. showers, tuba etc...) a with concrate and at each Filled cell = one 45 bar continuous Fill cell c rth concrete and o BEYOND Rear Patio/Slab to (U #5 r vert. (typical). be flush with bottom of Max. sp crng she not exceed ° m sliding door recess. Wood 48" un see otherwise noted atron plan notes for Top of footer 16" below finished floor Base spacing ng t openings Step per Foundation plan 4" cc G"xL" #I icrete slab with fibermesh OR /10 Will on G mil Visqueen over N is Slope per foundation plan r clean compacted termite treated fill _ 2 w N � X W Q to `O C S ato c ,O nto E � O N U _ (V r` 0 w 17 (' WFD, FOR CII 'IV) i ONCE Cill It _ — _ _ _ _ _ _ HETA 20 Provide (2) HETA 20 11=III—III=1 IIII=1=1 I=1I I=1 I = I-1 I I I I „.,IIII Simpson HETA 20 straps at this location urr hicane anchor at each truss 1=1 11=1 I= '' -III 1=1 1=1 11=1 II 11=1 I I I I I I I II— I. ( 24" o.c.) supporting Max. —1 111I 111=1 I I I ` - -1 11111, .IIII �_� ,l=1 1810 lbs. uplift IIII,;, IIII„,Ill liil_�I—=IIII-11 3 T ical Section at F ont Forch cafe : 1/2" = 1'-0" Brade It Braden AIAe FA nne Bu11d1n COr MODEL: Date Drawn Revisions Sheet Comm U rchitects - Planners _. g p G 9-4-18 9-25-18 Client Requested Revis 41i S.E. Coconut Avenue THE N A N O R 11 LEFT E Drawn by: 4Tel (112) 281-8258 LEFT 18—rj2 ax (112) 281-8283 IMPACT C.C.U. E 13 mail: bradenaiascomcast.net Spanish Lakes Checked by: St Lucie Count Florida D R B WN FA �r-IMAVMI MIA , to ftAW 'A NEWS iMAA ir Ar Sv crimp metal rocifin at laps fastened with corrosion gmeesits-mmu 1.25 ring s�amk nails BI =d (" o.c. at all laps and to till -lames UsIrl&-fittackne 1111 RNA ?.C. in field Attach 10 1 Attic Access HE 01 Stuart FL 34994 #AAC000032 y OF 5 PANEL "A" Poles BR Load Wire Description arc# arc# Description Wire Load BR Poles 2 40 1.0 Its #8 A/C comp 1 2 AHU #10 3.5 ku 30 2 3 4 1 30 4.5 Ike #l0 40 gal. water HTR 5 L Range 86 12.0 kw 50 2 � 8 1 20 L8 kw #12 Pump 9 10 Drijer 1 810 6.0 kw 30 2 II 12 1 20 1.5 kw #12 13 1 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave B It. Refrigerator #12 1.2 ku 20 1 1 20 1.5 kw #12 Kitchen S.A.C. n 18 Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1.2 Its #12 Clothes Washer 21 22 Recepts #12 20 1 I 20 0.81 Its #12 Garage Door Opener 23 24 Recepts #12 - 20 1 1 20 1.4 kw 1 #12 26 1 24 1 Recapts #12 20 I 1 20 1.42 Its #12 2l 28 Recepts #12 20 1 I i6 #14 General Lighting 29 30 Recepts #12 - 20 1 I 15 #14 General Lighting 31 32 Recepts #12 20 1 1 15 $14 General Lighting 33 34 Exterior GFCI #12 20 1 - 1 16 #14 General Lighting 36 36 Bathroom GPI #12 20 1 - 1 20 #12 smoke Detectors 3-1 38 General Lighting #14 15 1 1 20 #12 Bathroom GFI 39 40 General Lighting #14 is I - s are f1 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting. (3 watts sq. ft.) Small. Appliance. Circuit(s), ... .................. ............................. Refrigerator _ ............... . . . ... . . . ..... . .... ..... ... Microwave..................................................... . Di...sh...Washer................................................. ......... Clothes, ,Washer ............................................... Clothes..Dryer................................................ ,Water. Heater .........................I ....................... Water, Pump ............................... I................... Garage. Door .Opener .... .................................... 1-135 3 5,205 2 1,500 3000 1 12,000 12 O00 1 1200 1200 1 1,500 1 500 1 1,200 1,200 1 1,200 1,200 1 5.000 5,000 1 4.500 4,500 1 1,800 1,800 1 810 810 Total Watts 37Als First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 1940% 1 0 10,9LL Electric Heat or A/C 10,000 e45% I 110,000 10,000 Calculated Load Watts 30,9LL Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Single Polo Switch ® Recessed Can Light Ss Double Pole Switch ® Mileball Recessed Pe Push Button Switch -0-Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle 0- Well Mounted Light Waterproof, ground fault interrupts Light with Pull Chain (attic) ® Floor Duplex Outlet c@ Computer Connection Jack 0 Carbon Monoxide Detector 4& Flood Light TO Thermostat m Electrical Panel Q Central Vac 8 Electrical Meter ® Smoke Detector Coiling fan Television Jack Telephone JackA c A/C Disconnect Fffl;; 1 x 4 Florescent Light ® 2 x 4 Florescent Light Speaker Hook -Up }❑ Intercom = JUNCTION BOX TO SUPPORT A FAN (D = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: It%' C Aluminum feed AMP I FiondUlt PA EL 121 CFM IOxIOX4 MASTER BEDROOM 123 CFM IOxIO)L B A �LF� 0 0 3iL79.4 CFM Vent thru IOXAX6 Sofflti--- -- 8x4x4M cLo ETSETs B%A 221 CFM IOx1 Ox6 12" OVERED PORCH I I I I I GREAT ROOM 221 CFM IOx1Ox8 pw x12L 8IKITCHEN x4x4JUNIOR i II o MASTER 0 I IiL CFM BEDROOM loxioxi l0 4" CFM lO OD IOxIOxL F _----� 2 x2O _ #I _L �I I3CFM L„ 1 _ OX4 l SEE MANUAL ? OWDEh 30 "J" and Energy 6Dv.,,,� r22" x 54" $\ Calculation 4"� Steel Ballard Q for Unit info `-See detail an IAttic Access this sheet wnh tight - J L `R _ Aj NOO 150 Amp I Panel 2 CAR 15o 6x5 I i GARAGE H I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. 4. ALL paddle fans shall be on a rheostat. AHu S. ALL bath and kitchen receptacles to be GFI protected. 2' PVC ( FPL L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are requlred in all rooms except Kitchen, Bathrooms, and Garage. 2' rigid service FPL to #5#con`t..pMapwire In slab 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refricierant lines that are run thru slabs must be II Asleeved LL A/ - E VC 1 ELECTRICAL RISER f------------------------------- 1 48 CFM < aLJ cr- 40xGxF*oM AUNDRY w I I I I I I I I I I I I rc t o L I I I I I I COVERED I I PORCH C l be p t sea I comply with energy calculation I I A i I x Y 12. All work shall be performed by a licensed electrical -Contractor shall use AL-CU Lending lugs. NTSJI-,I!J"/�\\`I(J'/_\'` Il„/Ij contractor, the completed system shall be fully operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, permits, tea and manufacturers recommendations which inspections includingblower testingwhere re uired. shall be venfied prior to construction 14. All work shall be oordinated with other trades to avoid O =THERMOSTAT LOCATION S C A L 1/4 " = 1' - O" interference with the progress of construction. 19. The electrical system shall be completely and effectivelli r nded a re )red b the late t ed t n f the N E r' 15. All required insurance sheII be provided for protection g ou s qu y s i io 0 against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the Job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected by others. 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utility 25. Dryer Vents to be installed per FBC RM1502 and telephone company. UP GFCI T I CGS/VERED PIORCH Opt. PATIO SLAB MASTER BEDROOM IT \ LVI \ I I O O� Smoke CarboMmon ctor Combs AT GFCI So ! CLOS�T II \ I I Exhaust Duct C I Thru Soffit GFCI _= / I so CFM FAN I CLOSET sacke cmbem Monowd D etectg / +iIMEB I GFCI 5� FL C7(DPV -LE ~ I CI JUNIOR / // \1C, I i KITC EN I/ WP GFCI �,���"I L Install owlet / under disc. N not shown or / / claritg q Soffit u / GFCI / 50 CFMX - Cl REVIEWED FOR -7ent Lhfu / FAN C DE COMPLIANCE / / L IICr7 ( OUfR7Y A/C #I / L 0 . Elf 42"h GFCI \ O DER O CFM l4ttic Access �_4"4 Steel Ballard xSe detail an nth ii ht� Exhaust Duct light in atticPanel IPA Thru Soffit 150 Amp 2 CARR /NOOK OPTI L005s W 4" Exhaust r--------------Garage--------- /Duct Thru Door /Wall Opener LAUNDRY - O I I - I Wire For l _ - Front Post WP GFCI Light I I COVERED PORCH FBC 2309.1 Attic Venting Calculations Total Attic Space = 2-481 sq. ft. Venting Ratio I 50 = 16.S8 sq, ft. required Provide A Continuous Vented Soffit It Braden AIAe PA rchitects - Planners 41'1 S.E. Coconut Avenue el : (112) 281-8258 ax (112) 281-8283 E mail: bradenaiaecomcast.net 't FL 3499L #AAC000032 ..+ E -- _--- 30" x a ELECTRICALFLAN ° Post Light with > w SCALE: 1/4" = 1'-O" Photo Coll�E wo >L� Wynne Building Corp. THE MANOR 11 Spanish Lakes St. Lucie County Florida MODEL: Date Drawn Revisions : 9-25-18 Client Requested Revis GARAGE Drawn by: LEFT IMPACT C'C'U' Checked by: D.R.B. Sheet Comm # F - 1 18-52 OF 5 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp In or less A Spre er Bar A 60 degrees orless 12 span Tag line ♦rpprox 2,3 to iiiinumo Tag line appron. 12 of Span. 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 A are installed. A • • 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. Ale WARNING The size of these trusses makes it necessary that they a 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. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend �2/12 VAULT BRIG WALL @ 81- 1if DARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPEADER BAR OF 18' - 24' IN LENGTH!! A Do not stand on trusses until they are braced per CSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. A 10-08 ODD SPACE 1 9' B.C. PANEL, LOADED WITH/ (2) 75 LEIS LOADS ON T.C. PER TRUSS FOR A.H.U. T SET -BACK BOSTON HIP TRUSS HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT CORNDER JACK$ ARE NOT BEVELED. SEE STANDARD 1, ENGINEERING. G- rt.. 24" O.C. THRU CORNER JACK$ ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 1-00-00 Obb PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: TYPICAL PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT 8'-1" END DETAIL: VAULT �2 - 'i`���_�3-15 BILE COPY 0 0 cD 1-00-00 The Architect's or Architect's representative's - - shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible _ __- -__ for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on „- -- structure from gr ity and uplift loads and their re pe It 15-07-00 -L4--- Approveo By. Date: _ Braden £. Braden A.I.A. P.A- 0 0 O -;EVIEWED FOR C DE c j PLIANCE Cir E C. LUCIE COUNTY BIOCC FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining 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 ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 daysof live re medy erred will be according t Florida delivery y d g o o Ida statute 558. 4. The undersigned acknowledges receipt of `BCSI' summary sheet by TPI & WTCA. 5. Deliveryf job Is o 1 site. It Is the buyer's responsibility to make the job site suitable for delivery. Truss has s he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer Is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site Is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible 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 ee 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. nvoice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery ff buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorney's fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be dded 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 ayment when due of any and ail indebtedness owed to Chambers Truss by any entity receiving material and the ndersigned agrees to pay such indebtedness including attorney's fees, if default in payment for material be made by the ecipient. 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred to Brain, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSI/TPIMTCA 4 - 2002" 12. Warranty is per Chambers Truss Warranty attached, ED 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. .99111911. Temporary and p ry 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 CHAMBERS TRUSS INC 3105 Oleander 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 �C th t created from this layout / This layout sent to jobsite LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604.6.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 g Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 g Duration Factor 1.25 0 Wind Speed 165mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category It: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 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: M11439 SCALE: 1/4" = V-011 82 total trusses, 16 unique designs Designer: BLW Reviewed by: _ �� ©%3 Date: 09/11/18 Revised 09/21/18 FOR Wynne DESCRIPTION: MANOR 71 / GARAGE LEFT Page 1 of 1 CUSTOMER INITIALS EACH PAGE M11439