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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG Sy Crimp Metal roofing FL u1I651.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #11 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails sQaced V o.c. at all lapps and two staggered rows 12" o.c. in field. Attach Aims,, +n +.unue u"..n .L+.�L...�-+ d.+i.� -- +L.. aL--+ 5/8" thick light textured stucco on typical concrete _7 block construction O . 0'-0" Finish* # Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral I coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5' wood *crews 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 V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails * aced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach eck to trusses using attachment detai on this sheet =L\1ATIOKl >�IOT=S Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 Ib felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all Is and two staggered rows 12 o.c. in field. Attach eck to trusses using attachment detail on this sheet 41,16 6.Vi Qi stucco on Lypicai concrete finished stucco bands block construction REAR ELEVATION Overhangs at I'-O" unless otherwise noted on Roof Plan Roof pitch at -f:12 unless otherwise noted Any changes to this plan shall be submitted to the architect for approval In writing prior to starting construction. Return ALL Stucco Sands Into Window or Door. 12 4 SLOPE —1" T.O.B. 12" it °" 5/8" thick x 8"w cut ❑., 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor LEFT ELEVATION SCALE: 1/4' - 1'-0' 5/8" thick x 8"w cut ---� coral finished stucco bands SCALE: 1/4' - II Gulf Coast Supply and MFG Sy Crimp Metal roofing FL #1101.12 2L ga. 5v crimp metal roofing attached to plywood neck using a9 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" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate 1/2' drgwall tailing on truss bottom cord I/2" drywall on " x 4" studs at 14" o.c. base —board 11 11 i 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL" x10/10 WWM on L mil Visqueen over clean compacted termite treated full Interior Non -Bearing Partition nts Braden 1 Braden AIA, PA Architects - Planners -411 S.P. Coconut Avenue Tel : (112) 281-8258 Fax (112) 281-8283 E—mail• bradenaiaecomcast.net Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida /8" thick x 8"w cut )ral finished stucco bands 1/8' Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d marl&. Substrate to be 19/32' COX Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. SCALE: 1/4' - II 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) "` Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building[ Damon w Enclosed Risk Category. II Wind Velocity: I65 mph ultimate Mean Roof Height. Rod t -� Pitch: 4.12 t Internal Pressure icient: tD_Ie Subjectabilitg to damage from: Weathering: Ne h able Termites: Vera Heeyu Width of End Zone: 3'_4• Wind Spee : mph ultimate Wind Exposure Classification: C 1.21 x O.L - 0.�2L Adjustment factor for Exposure Height.ASD demogn wM MM Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +2pp.L/-332.L pal Rod Zone: 2. +20.L/-51.0 pat Rod Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width:'— '' Components t Cladding Wind Pressure (NET)- lfl alr�one: 4. +35.8/-38.1 pat ®- Rod Zone I Well Zone: 5. +35.8/- 1.8 pat Wells Zone 4 Components t Cladding Wind Pressure (NET) on Owego Door:+32.0/-40.3paf Shear Wells Considered for Structure? yen - Root Zone 2 Continuous Load Path Provided? YYe�ss Wails Zone 5 Are Components an Cladding Dew Provided? Yes END ZONE Minimum Sal Bearing Pressure. 00 a. Presumptive: X B Test: psi ME - Corner Zones 8EE RODUCT AP R AL F R IM A T P O ECTION F R O E INGS Rod Zone 3 ROOF LIVE LOAD: 39 pd ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: -flZ pet, FLOOR DEAD LOAD: 10 at JOB \�oiiI Date Drawn Re�LlslPpa Sheet Comm GARAGE 3-24-20 r- j L /LEFT Drawn by: j 12-2bC.C.U.E4Ef F®R 13 Checked by: CODE COMPLIANCE D.R.B. --- - OF 5 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress_ Is 4. No dissimilar metals to touch. 2h" 2h" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" %2" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord �° 4" f F8 R�02 2'�" o trusses with screws per C .3.5. 1. ALL wood in contact with concrete shall be pressure treated. ° 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. %" 9. ALL plumbing fixtures to be low flow. 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 2 ' 2�• handicap accessibility requirements. �• h,: 12. Lowest finished floor to be set bg Governing Building Department survegor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door WH• = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 1-1. All ex osed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux no less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x L' P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen with F.B.C. R316 - see permit info box of code edition 18. Gy sum board material shall conform to ASTM C34, C 79, C415, C514, C630, C931 C:%O, C1002, C104-1,C1111, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R'102.3.5) Dr wall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail wring options for drywall into Spacing installation of Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24' 1" 1 13ga 1 3/8" long with 19/44' head 0.048' diameter x 1 1/4' Ion gg /2„ annular -ringed or Sal cooler nail 0.080" dia. x 1 5/8" long with Wails Either IL" g" IL" Direction 15/L4' head OR Gypsum board nail O.08L" dia. x 1 5/8' with 9/32' head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8' long with 19/1.4" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder naiO 0.092" dia. xR 1 1/8" long with Walls Either IL" 8" IL" Direction 1/4' head OR Gpeum board nail 0.0915' dia. XI 1/8' with I'I head. Install SGD thru buck into u O O block with 3/I6' tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at L" o.c_ max. from each corner and 20" o.c. max thereafter at sill per product apprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A1O8.1, A118.1, A118.3, A136.I and A13-1.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 accompanying smoke developed index not to exceed 450 when tested in accordance with A STM E 84. Insulation shall comply with F.B.C. II Grade Gulf Coast Supply and MFG 5v Crimp Metal rooring FL #11651.12 2L ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max a�acing over ASTM D (typo 2) 30 lb Pelt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nols spaced (' o.c. at all laps and two staggered rows 12" o.c. in field. Attach lack to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at sch trim 12 ath (10) Iod x I I/e2 nails PRE-ENGINEERED TRUSSES ( 24" c.c.) supporting Max 4 at 24°o.c. TYPICAL laloms upldt ( h .4b f ) Aluminum Drip -- Edge € Faaeia 2" x L" Sub -Fascia Kaycan full o vent vawpl saint i wwiinrigg I/8' dia shank x 1.6' long railing nals with 3/8' dia. heed product approval -see chart si 5/8" thick light textured stucco on typical concrete block construction #5 bar vart. w/ SO' overlap at each Pilled cell-� s op rawings y manu acturer R-30 blown fiberglass m bottom chord or trusses 1/2' drywall with smooth finish Two rows or beam block Pilled with concrete and (1) #5 bar cant. in each row. Substitute ad precast lintel filled with concrete and (1) #5 Car Cont. for bottom row over openings sl 1/2" drywall over I" x furring strips at IV o.c. with R4.1 fr-rod insulation on typical 8" Block walls All drywall to be installed per FBI R102.3.1 and shall meet all pertaining ASTM codes. io Mortar to be Type "M" on(gg proportioned per FBC RLOi.i and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...> FIII call with concrete and (U #5 bar vent. (typical). Max spacing shall not exceed Wood 48" unless otherwise noted see foundation plan notes for ass spacing at openings 4" concrete slab with fibermash OR 111 #10/10 WWM on 6 mil Visquesin over clean compacted termite treated fill III II IIIi l III Ilil IIII�III -" J - 14"w x 18 Concrete tooting I_; a - III with (2) #5 bars cont. and 15 14 transverse bars at 48"o.c. TYPiCAL SECTiON Scale : 1/2" = 1'-O" Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 sq, ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. Ft. Garacle = a21 so. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR 4, i / 12" 12" MASTE "MASTTER BATH L V-1 I uv-1 2" I ion-1 2" we -I " 2" LAUNDRY 3" 2" 2" 2' AI +2' VTR 3"BT-1 3« 8-I 2 KTICHEN 2" I uv-I 3" "X_� n" 3" 1 wc_I BATH #2 " 2" PLUMBING RISER 3 3 � I' x L' P.T. Buck nailed to I 0 block with cast hardened nails it prior to door attachment N Masonry Wall , Bottom Trac ypical Flooring Sill Install SGD thru buck into block with 3/16" tap -con with Sliding D 001" D e t a i l I I/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule Mark Size Rough OlDen. Window Descrl Lion PRESSURE ZONE I. 4'-5Y8"x 5'-3ie' 54ka"x III Single Hung ZONE 4 2. V-2Ye"x V-3 is" 15' x L3 i;' Single Hung ZONE 4 3. '-2' x 3'-2 1/2s 21 Y2"x 311111 Single Hung ZONE 4 4. 4'-5Ya"x 4'-2'/a" 1 54Ya°x 54Ya" I Single Hung ZONE 4 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 manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-00 X 11-0' loss x 84' Overhead Garage Door ZONE 4 B 3'-0s X V-8' 41'/4"x 83%" Fiberglass Panel - Inewing ZONE 4 C L'-Os X L'-9s 14" X 91 %_" "r rrcessPron w Sliding Glass Dow ZONE 4 D 2'-Os X 6'-89 Solid Core - Wood - 6-Panel -Bi-Fold Fn Wwd 24' x 81'2" E 2'-111ls X L'-8' Solid Core - Wood - L-Panel F 5'-Os X L'-e' Solid Core - Wood - L-Panel - St -Fold G 2'-8' x V-8' x 1 �4" Solid Core Wood. Steel, or Masorete Door H 2'-e" X L'-an Solid Core - Wood - L-Panel J 2'-L" X V-8' Solid Core - Wood - L-Panel - Bi-Fold K X-8s X v-8s Sdid Core - Wood - L-Panel - $rFold ALL Exterior doors to withstand pressures stated in permit info box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction 341-01, 14'-0" 9'-6" 12" (2) PATIO/SLAB EGRESS 12'-8" N I ° MASTER �= BEDROOM inn 8'-O" A.F.F. Flat Ceiling �u) Dryer I wall I N 2' lint I am WIMi m t�qanityto 6-e , IN4y="hlg CLO E \v l� I (K \ ma y I Rod E 18heIP I a 4 ATH I ° KITCHEN O � _ N - O Flat Ceding Upper cabinets to extend over ReP. ©INMbM 12" x 12" Concrete column J block filled with concrete and (2) #1 bar* vert. tied into lintels above Covered Porch � I 8'-O" to, T-8" A.F.F. Vaulteld Ceding CAR IAT ROOM I I ( I C4 I N 2" x L" knee -wall 8 O" to T-8" A.F.F. below counter top I Vaulted Ceiling I DINiNG 7s (ROOM S. \ I \ Varutg to be I 34 Y2 high G High 9Y4" 11' -o 3/1 3'-e" I o 1L2 m I _ �k2'9 N ver en 4'-11, a o I R-II Betts Imdati6n w.H. a tow Steel Ballard C/ oI L A IC 7 Ste detail oA slaa_abaat IT, - F � � i I 22' x 64' Provide auto Attie Assets I °C 0 1 closer nth light a: LJ 1 E BATH l Rod t Shelf C 12 N m I in N - - - I 22" _ y 8'-0" A.F.F. Meter 150 Amp s l4" _Om Flat Ceding Il'-6" P Inel SECOND m GARAGE E RGEN GEN Yi BEDROOM it ° EGRES i I ° O 4" A.F.F, ° ° MT ° O Flat Ceding O N 3 or-----------------i Block wall in garage to be struck block O I I T I I I i 14'6" I I " I ® I 3'-5" 9'-O" ,I IT - 15'-10" Install windows thru buck into block with 3/I6" tap -con with 11/2' penetration at V o.c. max from each corner and 20." o.c. max thereafter at iambs and 20' o.c. max Exterior face at head and all per product approval of wall -\ / \ Buck to be I' x 4' PT I 0, ° EGRESS ° 0 ° i o IO, C V E R D 12" x 12" concrete olumn block filled RC with con rate and (2) 1 bars vert. tie O 6' T' into lintels ova II'-6" G" �" u 3'-5" 2'-8" 2'-8" 4'-2" 5'-4" 3'-4" Attach buck to block wall with 1/4" dia. Elco conc screws with min. 11/4" penetration at 12" o.c. max and 4' max from each corner thru Exterior face 2" x L" PT Buck or wan ---\ i \ 9 4 r I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND at Wood ngewa thru15 iamb into buck at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AIAw PA Winne Building Corp. Date Drawn Revisions : Sheet Architects - Planners GARAGE 3-25-20 411 S.E. Coconut Avenue The Grand Carlton LEFT Drawn by: Tel : (112) 281-8258 Fax : (112) 281-8283 G Checked by: CODE COMPLIANCE Spanish Lakes E-mail: bradenaiascomcast.net -_ Stuart. FL 3499L #AAC000032 St. Lucie County Florida D.R.B. ST. LUCIE COUNTY _ _ OF 5 Comm # 12-2, B r-1-- — — — — — I `7 I I� l.i L. I U r� t-t I— I Xy I 1-- 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/ 4X6 10/10 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 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 #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. 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 1600 PSI IS. 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. I. 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.... S. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. 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 LO, meeting ASTM A-l6 and A-35 specifications. 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/ 30' overlap Fill cell with concrete and P II d (1) #5 bar vert. (typical). Thicken edge to 8"x8" SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. at each i e c Max. appacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unlsea otherwise noted one #5 bar continuous VxV #10/10 WWM on 10 mil Visqueen over Baas see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR VXV #10/10 wwM on L mil Visqueen over / clean compacted termite treated fill Grade m 14% x 18"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. I) TYPICAL FOOTING DETAIL 4" concrete slab with fibermesh OR 6"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per ..; , . If oundation plan in i✓� \j-1 DETAIL AT 12" x 12' concrete column block Pilled with concrete and (2) #1 bars vert. tied into lintel► above Top of footer 16' below finished floor #5 bars cost. bottom steel ARAGE STEPDOWN SCALE 1/2" = I'- r 30"rl OLUMN FOOTING DETAIL #5 bar cont. in Curb heig Verify ba foundation Contractor to provide ((� proper foundation chairs or proper steel installation 30" min. SCALE 1/2" = 1'-0" #5 bar vert. w/ .30" overlap F Corner Steel Lap at each filled cell nts Fill cell with concrete and (l) #5 bar vert. (typical). Filled Cell Masonry Column With One Max spacing shall not exceed 48" noted #5 From Footin g To Tie Beam unless otherwise see foundation plan notes for Conc. Fill To Be 3000 PSI spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR L"xG" #10/10 WWM on 6 mil Visqueen / clean compacted termite treated fill'. over •§ - II 14w x IB"d Concrete footing with (2) #5 bars cont. and #5 transverse bars at 48" o.c. 30"x30"xl4" concrete q column footing with (4) 2" x V PT wood secured with \ 45 bars each Way 1/2"dia. x 6' expansion anchor& with 2 sq, washer 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 NITS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT Ida O� i' ao Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Cone. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NITS Braden it Braden AIA. PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 OB E-mail: bradenaiaecomcast.net Stuart. FL 34994 #AACOO0032 I 14'-0" I ' �' 120'-0" _ I v -v �1 I PATIO/SLAB _ ---- -I °------t ° ------FI i Z Qom_ I F J ©L_I J Filled cell under girder above I 24" I � ° Rear Patio/Slab _ I O I r J to be poured separate—� Prom the house slab. Ill ®I I I I Thicken footing to 24'w x 14'd x 24"L I k FI under Pilled cell I n under girder bearing. ° QEl I L-- -- °I m I Rear Patio/Slab to U c be Plush with bottom of u I sliding door recess. ! 2 I Slope 1/2" u °I I I I H I 0 C4 4'-0" I I ^ 4It concrete slab with flbe Vx4" #10/10 WWM on 6 mil \ I � clean compacted termite t I81 I I V ° 0 I I I� I� n ----— r---- -------w.H I I 4"* Steel Ballard filled w/ Concrete 0 F5 rzo= o >`� I IQ I ay � Q1 I `E I I L I 3v FE 1Ll I °� p- I ° I ° N VO V I r,- I I I I I I Fi I esh OR queen over ated fill I FI I I I I I I � I u� c - ® q O T T T T T T It t LU a 0 in L ®---------� 77 ° ° 1.5" Recess for ° ° ° ° --- - — — — --- araae Door 3'-5" 1 9'-0" Winne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 3'-5" 6'-2" J© II'-6" © 6' 12" x 12" concrete column block fills with concrete and (2) #"1 bars vert. ti into lintels above FOOTING SCHEDULE Mark sms tan FI 14"W x 18"D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 3O" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"111 With x 1880 Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" Date Drawn Revisions G3-25-20 GARAGE LEFT Drawn by: C.C.U. Checked by: D.R.S. Sheet Comm # REVIEWED FOR 12 - 2 CODE COMPLIANCE . ST. LUCIE COUNTY R n(^r^: OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgywood -4. Use nails or screws bas d on ress re for root stated in permit into box on t�ese pans for zone 3 Ke Area Edge Field Fastener Max Zone I „ 6 8d ring shank 45 pat Zone 2 6" 8d ring shank 16 psf Zone 3 4 it 8d ring shank 84 pat ** Zone 3a `" 4" 48 wood screw ,112.5 pat ** Use nails or s rews based on res ure for r of stated in permit info nbox on these plgns i�or zone Concrete / Lintel Column Verify with Plan 12"x 12" dumn Block Reber Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment SP9-05/IT Iffia8-83/IT 8F8-13/2T �K-Id/IT 9FK-�/2T NOTES: I. min. coverage of steel=1.5" 2. min. bearing required a ea. enI 3. standard Por reinf. steel=ASTM A615 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. x�_ Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete 17 -r- -- 8 Provide OT precast - - - _ _ _ _ lintel set in mortar -i, Min. Be Bearing-r -- 1-r--= -- -- oi'ovide PT Buck ittached per jamb rtails into tilled o 4" Pre -cast Bill Filled Call Provide 85 bars with min. 48 bar Qiameters overlap in riled cell. Tie Piled cell steel into continuous Concrete Footm g (we tooter schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL scale: I/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloclunnnnnng to vert. leg of true with IOd x Lri nails at 4' o.c. v Install Simpson MGT into wall using 5/8' dia. threaded rod set min. 12' \ into net beam and (21) IOd nails into truse NTS n R-II batts Trusses at 24' o.c. see shop drawings by others Frame ceiling transition A--­i as needed using metal studs field verify exact configuration and sizes elllna tr Poured Cot concrete h TRUSS BLOCKING DETAIL III Concrete AT GIRDER STRAPPING concrete blocku AT CENTER BEARING POINT Manufacture 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tgpe 2 Palt paper using 8d nails. Substrate to and edges with IOd ring shank nails into studs. be 19/32' CDX Plgwood nailed at 6" o.c. in field Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using u9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 ode laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring &bank nails spaced V o.c. at all lap* and two staggered rows 12' o.c. in field. Attach dick to trusty* using attachment detail on this *beet Lintel Length Bar Length Clear Span "A" Bars lBars "B" 2'-10" 2'-8" I'-6" 2,43 none 3'-6" 3'-4" 2'-2" 2 #3 none 2'-8" 2,43 none 2,#3 none 5'-4" 5'-2" 4`-O" 2"#3 none 5'-10" 5'-8" 4'-6" 2,44 none 6'-4" 5'-4" 2,44 none -61, Z'-O" 6'-2" 2,45 none e'-4" 7'-10" 7'-0" 2,45 none ALL reinforcing steel is grade 60 r LINTEL SCHEDULE Mark EU.1t Ofts 8� I Cast -Croat ock , A� atom steel 8m Top SteelSam(PLF) Goad Laid MI.19 Load (PI L22 2'-2" 3'-6" BP9-015/IT 1 s5 3061 561 1024 4"O 9-oil/IT I 3f 1L3L31 L45 4'-6" W-10" 6ra-ORAT I 86 n05 101 331 ISO 6'-0' V-6' BP8-05/rr 1 $6 1238 936 121 L6o 6'-e' T-6' alse-oB/IT I as ion 121 934 Leo e'-o' T-4' 08-16/2T 1 #5 2 96 152 611 612 L10 T-O' MY �e-16/2T I as 2 41116 L4S 530 401 LWIS 1'-O" KY-6' SPIL-I5/2T ONE 1 #® 2 85 E33 ilea 401 1.100 101 a'-4' Ma-15/2T 1 lR 2 $5 582 414 452 LIOOSI 101 11 81s14-181 ONE 1 #5 2 86 1344 1029 452 L120 12'-O' IS'-4' 11009-10/2T 1 #5 2 95 411 429 324 L1209 Iy2'-�O IS'-4" �16-IE/2T ONE 1 #6 2 #6 1016 110 324 II /�" W-06 III 9PI6-19/2T ONE 1 #5 2 86 1250 404 251 LKO II n'-4' #P9-16/2T 1 #5 2 15 30o M2 144 LI I K'-O' n'-4' 0IS-le/2T ONE I #6 2 s6 eeo 500 M4 - 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) 1 x 1 1/2' nails - ( 24" o.c.) suppporting Max. 1810lbs. up It Aluminum Drip Edge t Fascia 12" 2" x 6' Sub-Fasci Keycan full o vent vinyl spirit Installed twig 1/8 dia shank x 1.5' long gaiv. approval - we chart sheet #I roofing rises with 3/8' dia. Mad per product 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tled�� into lintels above thicken edge to 8"x8' with concrete and one #5 bar continuous BEYOND 12 4 Aluminum Drip Edge ( Fascia Flash and Counter flash Nail ledger to gable and trues with (2) IOd de at each web Flush Mounted Shutter Detail Uummum Panei hies per manufacturer See Tuotcal Stud Detail R-30 Batts II batts fall ceiling typical section nts 1/8" x 3/32' Wing Nut w/ approprtate washer and spacing per manufacturer's Details t Stud Detail Stud w/ Die Cast Zinc NTa Nickel Plated Wing Nut nts Brace Gable and with 2" x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES >. e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) w � rr X INII c J U4 w 2-C ui U . 1] °1° u� d O Ems= 0D a tngV- C14 2N Ly Q w E#lc Brace Gable and with 2" x 4' SYP #2 min. aft back nailed to bottoms of top chords using (2) IOd nails at each truss --V'R-3 blown fiberglass Q P ucao on 3/8' hi -rib lath t rd or in bottom chord of trusses o ormontal and vertical woad m wla or ataplaa to proviM I/2" drgwall with smooth finish � o W -3/4' p.n.tration into ,., I Ira smg and 3/4 penetration Two rows of beam block Pilled with concrete iood tieing .ember. and (1) #6 bar cost. in each row. Substitute U precast lintel Pilled with concrete and lU #5 -0 bar cant. for bottom row ovar openings v to 1/2" dr wall over Is x fur in 5/8" thick light textured strips at 14" o.c. with R4.1 fi-foil stucco on typical concrete insulation on typical 8" Block walls Strap truss to wall using Simpson MGT with Simpson I-IETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet ( ��" p C.) ETA 20 1810 ortln Max. su pp 9 lbs. uplift Im M10=1 wall Mill I 'FOCI 02 AAA �Wffi AM' 4 WANFWANWAM "FAA aLL I N W N W to x a Q R c C4 A u d LLI 4- 2saw ti LL to R IV v_ (y s oc cone ruc ion Varies -see plan i W All drywall to a installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" oIg Proportioned Der FBC RI I.I ETA ZO #5 bar vent. w/ and Mortar joints shall comply with FBC R401.2.1. 30" overlap Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) at each filled call Fill cell with concrete and Rear Patio/Slab to lU #5 bar wart. (typical). ROOF FLAN be flush with bottom of Max. spacing shall not exceed sliding door recess. s Wood 48" unless otherwise noted we foundation Ian notes for i n Top of tooter Base spacing at ape rig& -OVERHANGS AT I -O UNLESS OTHERWISE NOTED ON THIS SHEET 16 below finished floor — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET III 6= Step per Foundation plan 4" concrete slab with hbermesh L"xb" #10/10 WWM on L mil Viaqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Its Slope per foundation plan oo if clean compacted termite \treated PIII — ANY CHANCES 70 THIS PLAN SHALL BE SUBMITTED TO T H E III ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 771 -11 IIII- IIII_=�� IIII=-IIII -Ili L II IIII„ III - ALL TRUSS TO TRUSS CONNECTIONS BY -III III, IIII IIII IIII III TRUSS MANUFACTURER IIII IIII 11 14"III-I - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION — - O PROVIDE Scale : ___ � T Ical Section at Front Porch CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND T �p „ = " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden t Braden AIAe PA Wynne Building Corp. Date Drawn Revisions : Sheet Architects — Planners3-2b-20 "411 S.E. Coconut Avenue GARAGE Drawn bg: Tel : (112) 281-8258 The Grand Carlton LEFT G C u" REVIEWED FOR Fax : (112) 281-8283 e E—mail: bradenaiaecomcast.net Spanill Lakes Checked bg: CODE COMPLIANCE Siiisim* PP Cte(cldL 1t0oC^[]C}nA'�7 .St. Lucie COunttg Florida 1� R B. '? , ;,r Ic7 a'.�'"�"ar 0F: 5 Comm 12-2� 1-2-19 PANEL "A" Poles BR Load W. Deaenptm 4WO airCa DaserRtmn W. Load BR Paw, 1 20 1.2 ke 912 Refrigerator I Relief aL 12.0 Its 50 2 1 20 1.2 ke s12 Clothes Washer 3 1 20 IA Iut $12 Kitchen S.A.C. 5 e Dill 810 5.0 ka 30 2 1 20 1.6 ks a12 Kitchen S.A.C. I a 1 20 - a12 Bathroom Reeepts 9 10 Air condamer #I0 5.0 ka 30 2 1 20 1.2 ke a12 Duheesher II 12 1 20 1.2 ke a12 Inicraiave 13 1 14 1 Air N $10 5.0 km 30 2 1 I6 - a14 Gel Lighting 16 iL I IS - e14 Generd Lrghtmg 11 la WH #I0 5.0 ka 25 2 1 15 - 814 Generd Lighting 19 20 1 16 s14 Generd Lighmng 21 22 GDO 812 0.91 Ili 20 1 - 1 15 - 014 Gel Lighang 23 24 Spam Spam 26 24 Spam Spare 21 28 Spam sp" 1 241 1 30 span I -- - PANEL "A" LOAD CALCULATION SHEET Load Description Ot . I Watts General ,Llghtma.('1. walla _ag; lt:) Small .Appliance_Circuit(................................... ,Rang? ... ......... .................. ......... ......... ........................ ..........................Microwave ................................................. Dish Washer Clgthes.w.48h4r............................................... G!blips..Dr64r................................................ Water Heater, Garage.Door.Opener....................................... 1135 3 2 1,500 1 12 000 IF 1 I 00 1 1,500 1 1200 1 1200 1 1.200 1 1,200 1 5.000 5,000 1 4.500 4.500 I 810 810 Total Watts SSAI6 First 10000 Watts e100% 1 10,000 10,000 Remainder 26AI6 940% 1 O 10,24E Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 30,24E Voltage 240 1 Calculated Wattage Divided bg Voltage = Total Amps 12L.02 Panel Size Required = 150 Amps Electrical S mbol Legend S sr4a Pole Switch ® Receaed Can Light Sy Double Polo Switch ® Egetiall Recessed e Push Button Switch Exhaust Fan D Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ won Mounted Light =0.1.0iground fault circuit Light with Pull Chan (oli Floor Duplex Outlet © Computer Connection Jack P:LO! Carbon Monaoado Detector 4 f Flood L t Thermostat I: ] Electrical Panel Control Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Talov om Jack OTeki phony Jack ACn c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook-up F� = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR .01 163 CFM IO)dOxt MASTER BEDROOM 163 CFM IOxlOxL 12xl2x9 B/A ° B/A CLOSE a ent_thcw-___ Soffit 4IF109ATH 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 92/0 AL SER Cable (3) #1 THHN Copper With #1 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB Into attic MCB PANEL AHU PANEL AHU 200a rated meter can n 200a rated meter can i Intersystem bonding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC (FPL Termination pant schedule 80 schedule 80 2' ngid service FPL 2" rigid service FPL rods OPTIONAL PATIO/SLAB lnlGT1111111501A4W.11 I I GR AT RO M FK �", cat I 1 12° ex4x4i , �" o I A/C w•H. I F r 47" x 54" am I�° I Attic Access :13* L-----J I IQ 150 Amp L-I- MeterA hPanel II"� GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I i I I Regmstore g fan 149 CFM 1. IOidOxl DINING ROOM Exhaust Duct Thru Soffit 4" Exhaust I Duct Thru Wall WP GF Install owlet 0 �JJ ° under dlec.'f/" �cn H B not shown or clfa arity Y Vent thrueATTH - - -- .�7OW---- [A/C 232 CPM 12x;x1 SECOND BEDROOM 1 1 ,i 12x12x8 " B/A COVERED PORCH ELECTRICAL RiSER ALTERNATE SERVICE ELECT. RISER MECHAi ICAL LAYOUT - Contractor shall use AL-CU Landing lugs. HTs - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A W. - Contractor shall torque lugs I.A.W. ii i i manufacturers recommendations Alch manufacturers recommendations which SCALE : 1 / � = 1 - 0 shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment I - Verify AiC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship free defects for a of not less than two from 20. All equipment and panel sizes shall be verified before The 2. Provide and wire all required smoke t Carbon of period years ordering. contractor shall provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected bg others. S. ALL exterior outlets to be WP/GFCI protected, other phase of installation that may have been damaged. L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required inn of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rool all items for a complete electrical system and provide all largest conduit or pipe from any other service. S. A/C Return Air Balance Must comply w/ FBC RMI1.02 the requirements necessary for the equipment to be placed in 9. Al/C RefrigHgr ! lines that are run Thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in stal EMT 10. moved in ALL A/C Equipment shall comply with energy calculation fl. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall conduit. II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility 24. Dryer Vents to be installed per FByC RMI502 12. contractor, the completed system shall be fully operative. Contractor for and telephone company. shall pay all Yeas, permits, testing, and 13. inspections including blower testing where required. All I8. The electrical system shall be completely and effectively work shall be coordinated with other trades to avoid grounded as required bg the latest edition of the N.E.G. interference with the progress of construction. 14. All required insurance shall be provided for protection 19. All maternal shall be new and shall bear underwriters' against the public liability and property, damage for the labels where applicable. Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart_ FL 349% #AAC000032 Meter OPTIONAL PATIO/SLAB /"Covered Pora%ill, MASTER BEDROOM WP GFCI \ 1 \ 1 GF C 42' GFCI W.H. I Attic sith iiltit J � L / 150 A{� Optianat PanelmPull ehmn I panel location light in attic 42" 1 GARAGE Garage Door -Opener_ I 1 I I I I I I I I I I I I I I I I I I I I I I ELECTRICAL FLAN I r'o' � F ul I OCente y \\SECO90 BgDROOM r PB WP COVERIaI!r 1-I " Pill H SCALE: 1/4" = 1`0" Attic Vertinc Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq, ft. required Provide A Continuous Vented Soffit Wunne Building Corp. The Grand C 5 anish Lakes S�. Lucie County Florida Post Light with Photo call I Date Drawn Revisions GARAGE 3-25-20 l t on LEFT Drawn by: C.C.U. Checked by: D.R.B. 6'-3" Exhaust Duct Thru Soffit a Wire For Front Post Light Sheet Comm # 12-2b I OF 5 it, A=LIFE SAFETY WARNING AL ARRANGE WITH} CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 2' 1 I hisgive specs ldttentes llionby llpety rsonsntngsthatshould usses.beread Alk DO not Stand On trusses until they are braced per BCSI & properly mailed to straps & hangers given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. ,j CONSULT BCSI 30' Spanor Tess 30' to 60' Span o3 Degrees Spreader Bar or less 4_ _ /2 ___r a9 �__._ Approx 2/3 to Tag Line span approx. e /2 of span REFER TO SCSI REFER TO SCSI Truss must be set this wayif crone used. Truss. must be set ,his way if crone used Truss is an example,. your truss may not match. This Is an example, .truss may not match. insist crone operator sets truss this way:. .Insist crane: operator sets truss this way. ,�. U REPRESENTS A ttANCER �r I a r c SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES I SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" I ABOVE FINISHED FLOOR I i I 12 4.00 F-- J upset=1/4" heel=315/16" I 1 PLUMB CUT END 2 x 4 Top Chord 1 WALL HEIGHT 8'-1" I TYPICAL END DETAIL J6 J4 12 4.00 r— J2 �o 8— J 2.00 ro 12 upset=l/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord r WALL HEIGHT 8,_1„ LL END DETAIL: A .. 14' 34' _ _ _- J6 J4 179 S N FABRICATION AGREEMENT ��1y i RUSsES ANNO oflhe propartyDvU,ne a the trussee EE beNnsIS SIGNED & RETURNED N L'— N V T H The undersigned acknowledges and agrees: 1, Tmssea well be made in strict accordance which Is the sole authority for determinlng.succesafu fabdce on oPthe trussns.lagram layout, 2. All dimensions kt this layout have been vanfted by the undersigned. .3. Unless written notica Is provided by cenifiad mall to Chambers Trues vd.nthln ten (1 O) days o1 delivery the undesigned agrees that no backcharges will ba alli wall the event such in repairs notice Is iuml'had Chambers Truss shall have three ll a ass da s In which to begin repairs required, ar to eubsdNte other W Y 4. Tha undersigned acknowledges receipt of ^i 'ses, at Chambers Option. 6, Delivery is to job cite. It le the buyer'e'respom; b ty to m"inake theaJob sifapsuitabla for delivery. Chambers Truss has the sole authority to tletennino the sullabllity o/the Job site of a portion of the Job site fOrd eIII Chsmbars Truss will be responsible /or dump delivery only. The buyer is responsible for additional tlellvary expenses If Chambare Truss has to redeliver because Job aka la riot preparod for delivery or buyer Is not prepared for delivery of misses. 3uyer Is rasponelble to Chambers Truss for towing costs duoto she wnditions. 6. Price as shown iq Paragraph 7 below Is subject to change If any changes are. made in this layout. A $50 per hour fee for revisions may be charged by Chambers Truss. .71 This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or 1( n agreement a reasonable price. Involoe will be made on delivery and pall greedMinn forms 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 atiomeys fee for collections In event of payment not timely made, id12 %per month s,Tvc. charge will be added for all sums not paid within terms. ' . S. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. B:In wnsideretion of Chambers Truss extending credit for this material the undersigned unconditionally guarantee. 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 InGucing ettpmays fees, If default In payment for material be made by the recipient. 10. In the event of any litigation concerning this agreement, the i ems fumished hereunder or payments referred to heroin, the. panics agree that the sole venue for any such action will be Saint Lucia County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines on Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIMlrCA 4.2002^' DATED SIGNED ~" FOR TITLE A ��bemigt#Wpor,il I1.03"t4Wa,,sf ir;Uy&damage,. Multiple ply trusses must be fastened togethar per engineering before they are sef, failure to do so can result in roof collapse. iTemporary 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 setand braced perdeslgn tD print 4uay& damage, Trusses must be set plumb and square Do notset bunks or stack of I p ywood, roofing material or any other concentrated loads on trusses, this can cause collapse, DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES I CHAMBERS TRUSS INC e 3105 Oleander Avenue Fort Plerl Florida 34982.6423 800-551-5932 Fort Pierce 772-465.2012 Fax 772-465.8711 Vero Beach 772569.2012 Stuart 772-2863302 The Architect's or Architect's representative's shop drawing approval is NOT a "double check" of the: contractor. The contractor ahan remain responsible for Checking field measurements and other construction criteria. Architect's'. approval covers general roof shope, " review of truss strapping, and loading on. structure from gr icy and uplift loads and their I a five locations. Approved Cate. O raden ca Braden A.t.A. P.A. 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 0 I I Roofing Material Shingle or Shake °,, w 1 Loading in PSF Roof R.D.L. y - Top Chord Live 20 y 1 2 I Top Chord Dead 7 4.2 E ° ' Bottom Chord Live 10 Non -Concurrent a Bottom Chord Dead 10 3 TOTAL Load 37 7.2 1 o r" Duration Factor 1.25 c Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. u Highest Mean Height 14'-0 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin 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 BuildingDesigner and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE All SAE Reviewed By: n Date: 04/24/12 Revised: 02/21/18 FOR Revised:3/05/2020 WYNNE BUILDING CORP. DESCRIPTION: -7& 7 35 CARLTON PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 3DEctvl L%3 /yvllo dull ST. LUCIE COUNTY BOCC