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HomeMy WebLinkAboutBuilding PlansGulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. Sv 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 lb felt underlagment installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails =ced 6 o.c. atQall laps and two staggered rows 12" o.c. in field. Attach n�L. Yn 4.•ii"nes Inn AYY Aii..nnnY A.f.i n YJ... sk..Y 12" .. 12" 5/8" thick light textured stucco on typical concrete block construction E::Ro o' Finish Columns with 5/8" thick cut coral finished stucco bands RiGHT ELEVATiON 5/8" thick x 8"w cut coral finished stucco bands SCALE: 1/4" = 1'-0" ELEVATiON NOTES: Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL 411651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 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 V end 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 `� Dbub{.V Vfl buplfwal bVfl�"I W6. finished stucco bands block construction REAR ELEVATION — Overhangs at I'—O" unless otherwise noted on roof Plan — Roof pitch at 4:12 unless otherwise noted Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 — ,Any changes to this plan shall be submitted to the architect 2f ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. (type 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 — Return ALL Stucco Bands into Window or Door. 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 SCALE: 1/4" = 1'-0" Gulf Coast Supplg 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 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 V 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 67 Iwr ^o a>00 � pan`; . ANSI I I I I /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 lager of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 4 SLOPE 4 SLOPE 8'-I" T.O.B. 12 H B'-I" T.O.B. H. ® ® ® ® 1D. 2H. ° ® 5/8" thick x 8"w cut ■.. H 5/8" thick x 8"w cut ®®®®.: El El 3 coral finished stucco bands 3 coral finished stucco bands lO ® ® 01 ® 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction --------------------------------Garage Fi i ed Floor Finished = Floor— — — 0'-4" A.F.F. 5/8" thick light textured Finish thick lmcutwcoral stucco on typical concrete block construction finished stucco bands LEFT ELEVATiON FRONT ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = I' -Om 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on " x 4" studs at 19" o.c. base -board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Oxd' #10/10 WWM on L mil Viayueen over clean compacted termite treated fill Interior Non —Bearing Partition nLs Braden t Braden AIA, FA Wynne Building Corp_ Architects - Planners S.E. Coconut Avenue The Grand Carlton Teell (112) 281-8258 Fax : (112) 281-8283 Spanish Lakes E-mail: bradenala comcast.net St. Ludie County Florida IV S+..AY•+ 1=1 'AAggt- ttAAr`nnnn*2l 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocitg: 145 mph ultimate Mean Roof Height: iI'-0" Roof Pitch: 4:12 Internal Pressure Comae i�cient: to -is Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C Yo A noo i{N Adjustment factor for Exposure Height. 1.21 x 0.6 = 0.124 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+O.gWL Components E Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.L/-84.0 psF Components f Cladding Wall End Zone Width- 3'-4" Components d Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf 0 = Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3paf Shear Walls Considered for Structure? Yes go= Roof Zone 2 Continuous Load Path Provided? Yes Walls Zone 5 Are Components an Cladding Deter Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X Bu Test: psi SEE PRODUCT AP ROYAL FOR iM ACT PROTECTION FOR OPENINGS = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: __!fi_ pef FLOOR DEAD LOAD: IO sf JOB ADDRESS: 4:�:6 Date Drawn Revisions Sheet Comm # 3-25-20 GARAGE Drawn big: P 12 — 2 I LEFT C.G.U. .� Checked bg: R�EVI 0 D.R.B. .....� ,. KAM..,....'.e OF 5 ST" L CIE FNP WBOCC 3 FLOOR PLAN CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1`0" N.T.S. I. Contractor to verify ALL notes and dimensions prior to high by 4" diameter steel crash post. Floor steel proceeding with work. ALL OSHA Requirements. Flange with 4 - 3/8" expansion bolts into 2. Contractor to STRICTLY enforce slab (3/8"t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. ` iii 4. No dissimilar metals to touch. 2/2" 2/2 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. - 0 %" �_" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 1 0 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix be leveled to bottom chord >3/8° 2r2 ° 6. Dr wall at ceilings shall and attached y 2� of trusses with screws per FBC R�02.3.5, o 0 1. ALL wood in contact with concrete shall be pressure treated. 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 handicap accessibility requirements. 'A° 12. Lowest finished floor to be set by Governing Building Department surveyor 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 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 460 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x L" P.T. Buck flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation block with case han materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attac with F.B.C. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C1395, C13% be installed C440, C1002, C1041,C1111, C1118, C1218, or and shall according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizingoptions for dr wall into Spacing Maximum installation of wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" �" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail y2"OR Walls Either 16" a' 16" 0.080" dia. xx 15/8" long with Direction 15/64 head OR Ggpsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" bong with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or bd cooler ne11 5 / O 0.092" dia, xR 1 -1/8" long with walls Either IL" 8" IL" Direction I/4" head OR Ggpsum board nail 0.0915" die. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I1" 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 appra 19. ALL ceramic the 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 C1118 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 smoke E S4. developed index not to exceed 450 when tested in accordance withh AASTM Insulation shall comply with F.B.C. R316. Grade Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 d ga. 5v crimp metal roofing attached to pigwood deck using 49 x 1.5" woo 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 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 Simpson HETA 20 or equal hurricane anchor at &tech truss 12 with (10) told x 1 1/2 nails PRE-ENGINEERED TRUSSES ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL 18101hs. uplift (shop drawings by manufacturer) Aluminum Drip .--� Edge t Fascia 2" x 6" Sub -Fascia Kagcan full a vent vingl soffit installed using 1/8' die shank x 15" long galv. roofing nails with 3/8" dia. head per product approval - see chart sheet a1 5/8" thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Wood R-30 blown fiberglass in bottom chord of trusses I/2" drgwall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 rrfotl insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 T and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (l) #S bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibeirmesh OR 6"xL" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill P. -11 11111111- III=III1=1I11-11I-IIII-11I�-�IIII- , - I 1-111 „ „ 1, .. I I 1 - 14"w x IB Concrete footing with (2) 45 bars coot. and #5 ta• transverse bars at 48" o.c. TYFICAL SECTION Scale : 1/2" = I'-C" Masonry Beam to / nods ou Head fixed door slidingdoor E 1 I/2" I AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2' VTR I2„ 12 1 ER BATH LAV-1 I LAv-1 2„ wn-I 2" WC-1 2" 2" LAUNDRY 3" 2" 2' AAV JIL2' VTR 3„ BT-1 3" s-1 I 2, KTICHEN 2" 2"" 4AV- 3" 2" 3" 1 we -I BATH #2 3" Br-i PLUMBING RISER I" x V P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Bill Install SGD thru buck into block with 3/I4" tap -con with Sliding D OOr D e t( 11 I I/2" penetration at L" ." max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS I,Uindow Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%s"x 5'-3'/s" 544'x 43W' Single Hung ZONE 4 2, V-2Yell x 5'-3 %" 15" x 63 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21'/2"x 38%" Single Hung ZONE 4 4. 4'-5ke"x 4'-2%;' 54%s"x 54Ys" 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 I 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 Rou h O enin Door Description PRESSURE ZONE A 9'-O" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X L'-8" 41 %"x 83%" Fiberglass Panel - Inswing I ZONE 4 C L'-Off X 6'-8" 14" x 81 %," or r ;»taw Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81'/2" E 2'-L" X L'-e" Solid Core - Wood - t.-Panel F 5'-0" X 6'-8" Solid Core - Wood - L-Panel - 5-Fold G 2'-8" x 6'-8" x 1 s/4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - 6-Panel J 2'-L" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold 2'-8" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 manufacturer s Specs prior to construction To septic 0 iv 0 c 12' OPTIONAL O PATIO/SLAB pO ° Oo o ° n Oo H ° EGRESS O A° 01 I MASTER all 097 BEDROOM m a 8'-0" A.F.F. TN Flat Ceiling 0 T 0 i A/C Meter L 0 O Rod t "Shelf -O" 6' 4", I ranto e 4 I N ity '4 y2„hig a CLO E I I tX Rod t Shelf 8 ll I ow/ \ )ATH 1 oa KITCHEN L 9'-O" A.F.F. O- Flat Ceiling 6'-0 10'-5" Upper cabinets to ext rid over Ref. I a. O rI suing - �5�°y�i� - _ 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch v I 8'-0" to, 9'-8" A.F.F. Vaulteld Ceiling GREIAT ROM I I I I x Vknee-wall SI-O" to 9'78" A.F.F. iw counter top I Vaulted Ceiling DINING Irl ROOM hs �F I \ \ I Vanity to be 34 y2"high (41") 9 ia" i �'-0 3/g" " R-II Batu Imistion W.H. - I 4 See Steel BallardLl detail op Jhl�sheet� 22" 54" _ w x a p Provide auto Attic Access closer 1 with light II 0 I L-----J y, 22„ � 150 Amp s 4" _os Panel m E RGEN Y GARAGE O 4" A.F.F. ' Flat Ceiling 0 r-----------------i 1 Block wall in -� 1 garage to be struck block i I 1 17- I I I I /A\ I I �l"'t� I O\/�� IN� s e'-O" A.F.F. Flat Ceiling III -ell SECOND BEDROOM" EGRESS " D mOC i 0 O C V E R D 12" x 12" concrete olumn block filled ORC with con rate and (2) � bars vert. tie 6' 2" into lintels Bove II'-C, \ 6," 9'-0" JL 3'-5" 2'-8" 1 2'-8" 15'-10" A b Install windows thru buck into block with 3/14" tap -con with V Attach buck to block wall with 11/2" penetration at o.c. max. from each corner and 20." o.c. max 1/4" dia. Elco conc screws with min. thereafter at jambs and 20" o.c. max. 1 1/4" penetration at 12" o.c. max Exterior face at head and sill per product approval and 4" max from each corner thru of wall Buck to be I" x 4" FT Exterior face 2" x V PT Buck V sties of wall 7 7tDEDries ED 1"x4" P.T. Buck nailed to #8 wood screws thru jamb into buck INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND 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 NITS NTS Braden t Braden AiA, FA W6ntie Buildin CDate Drawn Revisions Sheet Architects -Planners- g or p' 3-25-20 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (112) 281-8258 T Grand Carlton LEFT C.C.U. REVIEWED 2. Fax : (112) 281-8283 CODE COMPLIANCE Spanish Lakes Checked by: E-mail: bradenalas'comcast.net p ST. LUCIE COUNTY Stuart. FL 34996 UAAC000032 St. Lucie County Florida D.R.B. OF 5 Comm 12-2� .� I I\ L,4 1, I 1.1 r�, L I X �./ I L .� I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS 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 9• DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10• ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THiCK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 11 ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BE FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 12• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. -I- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATION FLAN 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. V erlf y all recess thickness at showers, tile, etc.... S. 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 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) 6. 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 60, meeting ASTM A-16 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/ Fill cell with concrete and 30°' overlap oil 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 by 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. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one 45 bar continuous 6"xV 410/10 WWM on 10 mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings 4" concrete slab with fibermesh OR GRADE Vx6" #10/10 WWM on 6 mil Visqueen overCD clean compacted termite treated fill M1 — Grade ... :::..... IIII 1110 1IIII 41_7_;f71111_- III— II-- IIII IIII— i4"w x 18"d Concrete footing IIII—IIII IIII III—IIII- with (2) #5 bars cunt. and 45 transverse bars at 48" o_c. a PORCH SLAB EDGE DETAIL / TYPICAL FOOTING DETAIL 45 bar Cont. in curb SCALE 1/2" = I'-O" 4" concrete slab with fibermesh OR Curb height Wood CxO #10/10 WWM on 10 mil Visqueen over Verify based on Base clean compacted termite treated fill foundation plan #5 bar cont_ ft Step per 'r . z„.._, %_ foundation plan Grade v e s N -IIII-III _- m -I I I I .,,, 1 L 3" (2) #5 bars cunt. bottom steel 12" ' if DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) x-I bars vert. tied into lintels above Top of footer 16" below finished floor 30"x30"XIC concrete column footing with (4) #5 bars each way FOOTING DETAIL C E Contractor to provide (<1 proper foundation chairs for proper steel installation 30'I min. SCALE 1/2" = 1'-0" #5 bar Vert. w/ .30" overlap Corner Steel Lap at each filled cell nts Fill cell with concrete and (1) #5 bar Vert. (typical). Filled Cell Masonry Column With One -Max. spacing shall not exceed #5 From Footing TO Tie Beam 48" unless otherwise noted g 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 6 x6 #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill 14% x 18"d Concrete footing with (2) #5 bars cont. and 95 transverse bars at 48" o.c. ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors 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 NTS IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT o W Single Filled Cell COIUmn NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden t Braden AIA, PA Architects — Planners 41i S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia0comcast.net Stuart. FL 3499L #AAC000032 4 14'-O" r1 20,-0" i 1v v v,i 10'-0" PATIO/SLAB CLK 112 N\ r I — 1 ° O i i i i i i i ° O ° ° o T r—— — — — —Fi — —— I � z �L_—J � ©L_I J Filled cell FI I ® der girder above1 I i o I �4" Rear Patio/Slab t>. r I rate r J tofromthehouse �I I c, m I I N ° — ,o - I I Thicken footing to 24% x 14"d x 24"L I I ° 01 FI under filled cell I E a under girder bearing. L ° 010 N -- —\ — ° ° � -----Fi — — — — —, m Um I Rear Patio/Slab/to be flush with bottom of I 1 v U 01'o. I sliding door recess. I Slope 1/2" I I D1 I 1 I I 0 i N I 4" concrete slab with fiber esh OR � 6"x6" #10/10 WWM on 6 mil V squeen over clean compacted termite treated fill I FI I � V I o I ]I I� 0 _ Ea Dr — -- — — — — — — w.H. I 1 4"0 Steel Ballard Pilled w/ Concrete® F5 moo= I I�OI I v� I t I Ear I I I ) I Et! I I I ��E _ I L_ a FI 3 N C 4J in c�i o ❑o ✓ o '1 o N3u n 1 _1 w a ° 1 ONE U I° I I IC I I F- I I �- Fi �- 1;- I o II° 1.9 1 goy cn F51 _ °�-------J I F5 93 I - °° i i i i i i ° �4* u o O x I I° I ' I �L— �5— — — — — — — — — 0O OE 1.5" Recess for O° 09 --- --------- ° Garage Door JQ 6'-2" II'-6" 12" x 12" concrete column block filled with concrete and (2) 4-1barsVert. ti into lintels above W nne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida n a v m_ 306 m - FOOTiNGrt SCHEDULE Mark Size Description 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 Q 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn Revisions 3-25-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. REVIEWED FOR CODE COMPLIANCE ST" LUCIE COUNn' Sheet Comm # 3. 12-2� OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Keu Area Edge Field Fastener Pressure Zone I 6" 6ri 8d ring shank 45 psf Zone 2 4" 6" 8d ring shank -16 psf Zone 3 4" 41" 8d ring shank 84 psf ** Zone 3a 1 6" 61" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Provide U5 bars with min. 48 bar diameter& overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete 8U8-OB/OT precast lintel set in mortar-. Min. 8" Bearing Provide #5 bar eat in pre -cast lintel into beam where length of the opening calls for it. —, �r-y tit• . T. T, ,.y_ . .'f .,.Tu4,. �� + Provide PT Buck F....".`1 attached mcelI details filled 4" Pre —cast ' r'•: 2i sin I :1 Poured Filled Cell Provide #5 bars with min. 48 bar diameters overlap in filled call. Tie �Jfilled call steel into continuous / footer steel. CBS WALL Scale: 1/2" = I'-O" SINGLE PLY REAR GIRDER TRUSS Ned 2" x 4" blockinp to vert. leg of truss with 10d x 1.5 nails at 4" o.c. Verify with Plan Consists n Install Simpson MGT into wall using " Lintel Column x B into wet beam nand (r22) 10dmmails into truss TZColumn Block \ R-II batts Trusses at 24" o.c. see shop drawings by others R-SO Batts II batts "IFrame ceding transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section eiling transition Insulation Detail nts Poured Co, concrete b v#Z Rebar Rebar 48 Bar Din. Min. Overlap FJ TRUSS BLOCKING DETAIL once to block to Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT Concrete r' NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Tggpe 2 felt paper using Bid nails. Substrate to be 19/32' CDX Plywood nailed at V o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #IIL51.12 2L ga. Sv 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 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 L" o.c. at all laps and two staggered rows 12" o.c. In field. Attach Precast Lintel ii ii eck to trusses using attachment detail on this sheet �\ Additional tt5 bars , Lintel Bar Clear A B CLEAR Length Length Span Bars Bars i ':"• i I I i i 2'-10" 2'-8" I'-L" 2,#3 none r ''"•' r i i i r 3'-4" 2'-2" 2,#3 none 811118-OB/IT 8F8-I1B/IT 8FB-IB/2T 12 dditional 4'-O" 3'-10" 2'-8" 2,#3 none Simpson HETA 20 or equal 4 hurricane anchor at each truss ILEA #5 bars 4'-6" 4'-4" 3'-2„ 2,43 none with (10) IOd x 1 1/2' nails is ne Row of "H" ':�l.=�':•; ( 24" o.c.) supporting Max. Block Above ti2'^ :" IBIOIba. uplift ' ., �•`.': 5'-4" 5'-2" 4'-O" 2,#3 none jA.:. 5'-10" 5'-8" 4'-C 2,#4 none PIsreeest Lintel �'r;s]• y —� i L'-L" L'-4" 5'-4" 2,# none i Additional �•'''"" r 4 Aluminum Dnp Aluminum Drip Edge t Fascia Uuminum Panel Imes per manufacturer See Tuaical Stud Detail 1/8' " 3/32" Wing Nut a/ appropriate washer and spacing per manufacturer's Details \ Stud Detail Stud w/ Die Cost Zinc Nis Nickel Plated Wmg Nut Flush Mounted Shutter Detail nts Flash and Counter flash Brace Gable and with 2" x 4' SYP 42 Nail ledger to aft back nailed to bottom gable end truss of top chords using (2) IOd with (2) IOd ils nails at each truss at each web #5 bars BFIL-IBAT %,I BPIL-IB/2T l'-O" 6'-2" 2,tt5 none Edge It cla 12" x V Sub-Fascl8'-4" = ; thick stucco an 3/e' rib lath attached to horizontal and vertical woad attached framing with neih or staples to provide 'etration into2" no �:W—�d hord 314° penetrationNOTES: intmember. �'-10°�'-O°2,#5 nova I. min, coverage or steel=l.5" 2. inn. bearing required m as. and=8" ALL reinforcing steel is grade 40. Kagcan full o vent vin I soffit installed .. 3. standard for reinf. ateel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LiNTEL SCHEDULE Mark Window or Do Unit widthSim Lintel Cast -Crete Specification Rows of "H' Block Above " " Bottom steel size Top steal size Max. Gravitg Load (PLF) Max UphPt Load (PLF) Max Lateral Load (PLF) L22 2'-2' V-0 8P8-OBAT I a5 3069 1569 1024 L31 2'-1." T-8' 3'-I' 4'-0" BF8-OBAT 1 #5 2561 1363 163 L45 4'-5" 5'-10' BF8-OBAT 1 #5 1105 409 339 L5o 5'-O" c-L" er8-OBAT 1 #5 1238 a35 121 L60 L'-8" T-La 8F8-OBAT 1 #6 1011 121 534 LBO 8'-O" T-4" BPS-IB/2T 1 #5 2 #5 152 591 1 512 L90 T-O" 10'-L" BF8-IB/2T 1 #6 2 #5 L43 530 1 401 L90B T-O" 10'-L" BPIL-IB/2T ONE 1 #5 2 #5 1533 Has 401 LI00 10'-O" W-4' ere-IS/2T 1 #5 2 #5 5e2 494 452 LIOOS 10'-0" 11'-4' BPIL-I15/2T ONE 1 #5 1 2 #5 13LL 1028 452 LI20 12'-0' 1 13'-4" 8F8-I5/2T 1 #5 2 #5 411 428 324 L120B IT -Ow 13'-4" BFI6-15/2T ONE I u5 2 #5 1015 110 324 LI40 14'-0' 16'-4" BFIL-I15/2T ONE 1 #6 2 #6 1250 409 259 LILO IL'-O" IT-4" or-IB/2T 1 #5 2 #5 30 1 1'12 194 LILOB IL'-O" 1 11'-4" 1 eFI4-I15/2T I ONE I Us 2 U5 I also 500 1 194 - 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. using 1/8" dia shank x 15" long galv. roaring nails with 3/8' dia. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied---" - into lintels above thicken edge to 8"x8" with concrete and one #5 bar continuous BEYOND Top of rooter IL" below finished floor v 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan Slope per foundation plan E I RE -ENGINEERED WOOD TRUSSES S 24"o.c. TYPICAL ( shop drawings by manufacturer ) al a � X .L O� N m a a w o� willp U. 0 r_ iE L N � y F_ ul Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottoms or top chords using (2) IOd nails at each truss "\R-30 blown fiberglass in bottom chord of trusses I I/2" drywall with smooth finish � Two rows of beam block filled with concrete and (U #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 14" o.c. with R4.1 ?,-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. o Mortar to be Type "M" only proportioned er FBC RL01.1 and Mortar 4oints shall comp with FDC �L01.2.1. Provide Dur _0-Rock at all wet areas (ex. showers, tubs etc...) 01 M Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' 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% i, ( 24 O.G.) HETA 20 1810 supporting Max. lbs. uplift jam WON IN pIramw�v NA - PFA l®rd- US 11 a - ®R PAP WEA "r, dWAU'. or", I I INNS 11 40 c� —m LU Gulf Coast Swpbln T.Wir17;l17ll11l1M,=, W. laps fastened with ANIP" —n Teork! to trusses uar�g attachment detail on this sheet ml���EJJJJJJJJJM ic Access Atwtith 5 SLOPE light I! M IDA O W N N x r O m N 47 H ¢ A. UJ a to di u..� o � U w p O E_ s _ — tf) U ry in r O W Fill cell with concrete and (not O OF FLAN A �i gbar Max. spacing shallexceed I I Wood Base B® 48" unless otherwise noted sea foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermeah OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET J( L"xL" WWM L mil over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER treated clean compacted termite treated fill an coin to — ANY CHANGES To THIS PLAN SHALL BE SUBMITTED TO THE NO -1111 1111 1111 l I 111--i I I 11=1I I I— N"�FI 14" Typical Section at Front Forch = 1 it Braden t Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (l-12) 281-8283 E—mail: brad enaiagcomic ast.net Stuart. FL 34994 #AAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRiOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wunne Building Corp. The Grand Carlton LEFT E Date Drawn: 3-25-20 Drawn by: C.C.U. Revisions: REVIEWED FOR Sheet .4. Spanioh Lakes St. Lucie County Florida Checked by: D.R.B. CODE COMPLIAN ST. LUCIE COON E OF 5 Rncic Comm # 12-2� -2-19 PANEL "A" Poles BR Load Wire Description arc# circ# Description Wire Load BR Pdes 1 20 1.2 kw #12 Refrigerator I Range #L 12.0 kw so 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw 812 Kitchen S.A.C. 5 L Dr er #10 5.0 kw 30 2 I 20 1.5 kw #i2 Kitchen S.A.C. I e 1 20 - #12 Bathroom Recepte 9 10 Air Condersor #10 5.0 kw 30 2 I 120 1 1.2 kw #12 Dishwasher II 12 1 20 1.2 kw #12 Microwave 13 14 1 Air Handl 810 5.0 kw 30 2 1 Is - #14 General Lighting 15 14 1 15 #14 General Lighting n Is WH - 810 5.0 kw 25 2 1 15 - 814 General Lighting 19 20 1 15 - 914 General Lighting 21 22 Goo $12 0.01 Kill 20 1 I 15 - 814 General Lighting 23 24 Spare Spare 25 2L Spare Span 1 21 2a I Spare Spare 1 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) Small. Appliance, Circult(s) _ ...... ......... .......... Range......................................................... Ref r1_9erator _ _ _ _ _ _ . _ _ _ . „ . . ................................... Microwave .. . . ........ . ... . . D1sh..Washer. Clothes„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,1 Clothes Dryer Water. Heater. ...... ... ......... ......... .......... Garage. Dogr .Opener ....... ..... ... ......... ......... 1135 3 5,205 2 1,500 3,000 1 12,000 12.000 1 1,200 1,200 1 1500 1500 1 1,200 1,200 1,200 1,200 1 5,000 5,000 1 4,500 4,500 1 810 810 Total Watts 35,9I5 First 10000 Watts e100% 1 10,000 10,000 Remainder 25,LI5 040% 1 0 10,244 Electric Heat or A/C 10,000 eL5% 1 10,000 10,000 Calculated Load Watts 30,241 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Required = 150 Amps Electrical Sgmbol Leend $ Single Pole Switch ® Recessed Can Light S,, Double Pole Switch ® Eyeball Recessed PB Push Button Switch -I:r Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light eterpr ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cM Carbon Monoxide Detector Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan ® Television Jack ® Telephone Jack AD Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR gnt-thLiL--- Soffit 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. #2/0 AL SER Cable (3) #1 THHN Copper With #1 Grind r 2" PVC Schedule 40 conduit L 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can METER ME ER Intersystem bonding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL)-� Termination pant schedule 80 schedule 80 2" riaid service FPL 2" rigid service FPL grand rode ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verlfg AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: AiC Meter 0 OPTIONAL PATIO/SLAB 10 CFM IOXIOXL MASTER BEDROOM 10 CFM IOXIOXL 1011 rZZe B/A Or I` t - - - - - ------ a` x9 CLOSE f( CFM \\ 8x4x4 _ Be 3 CFM i \ 5--- \ \ ATH �' \ 0 io• I ° 150 Amp Panel PATIO/SLAB I I GREAT Room I I Center Registers ILCon ceiling fan I49 CFM 1X10M IOXIOx10 - JKA 12 if DINING ROOM Exhaust Duct Thru Soffit L - - - - - a 3 CFM 2x12x1 ° 4" Exhaust 7 H.B. Duct Thru D)tWall I i R�Ai 18 FM _ _ _ -- Vent thru WP GF ' Soffit Iein + ATH Install oulet A 0 20x20 under disc. N T I not shown or clarity W.H. I I ----- - a r A/C I -22 x 54- 11" I F ? 1 I IL" # l Attic Access I with light , i 14232 CFM L _ - - _ _ 1 12xLx1 L- _- GARAGE r----------------- iI I I I I I I I I I I I I I I I I I I I I I I I I SECOND l BEDROOM ( j 12x12x8 �1 B/A COVERED PORCH 1"`IIiiii`1ECH.4N1CAL LAYOUT SCALE: 1/4" = l'-011 I. Use copper wire onIg from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke i Carbon free of defects for a period of not less than two years from ordering. The 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. 14. 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 in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items For a complete electrical system and provide all largest conduit or pipe From any other service. 8, A/C Return Air Balance Must comply w/ FBC RM1602 the requirements necessary for the equipment to be placed in 9. A(C Refrigqg�r�zzl�nt lines that are run thru slabs must be proper working order. 23. All exposed wire below 9'-1" shall be installed in metal EMT /� /� /� sleeved inYYC 11. All work shall be done in accordance with the N.E.C. and conduit. Braden Braden I'"tl/""t �t1 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per . 11. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 Architects - Planners contractor, the completed system shall be fullg operative. and telephone company. 12. Contractor shall pay for all Tees, permits, testing, and `Fli S.E. Coconut Avenue inspections including blower testing where required_ 18. The electrical system shall be completelg and effective) 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C.el : (112) 281-8258 interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' against the public liability and property damage for the labels where applicable. E-mail: bradenaiasY comcast.net duration of the work. Stuart_ FL 34994 #AAC000032 OPTIONAL PATIO/SLAB 1.LW -- ,'Covered Porch`s MASTER EP T BEDROOM WP GFCI 1 \ \ l \ I \ 1 \ \ \ ASS I TV I - - - - - - Smoke / Carbon G R 4 AT Monoxide Detector R aI a M Combo "I c I I GFCI /� I --, I I TY cLaSIE ; I I II GFCIT I I I I DINING -_ GFCI I ROOM ` I, FC \e I GP -CI GFCI 1 10F�FM A ° 1 N IICI I le ►KITCHEN 91 L- - - - - -- / /24" I 3'-2" 3'-2" C.M. Detector onlgg per FBC K=1 GFC� GF "frC / i 42" GFCI P1,4t 22"x 54"OCenteAttic Accesswith light_ Meter 150 AmR Optional Panel 1 panel location Pull chain tlight in attic Y 42" GFCI GARAGE II Garage rVjljf> Door Opener r----------------- i I I I I I I I I I I I I I I I I i I 1 I 1 1 I i ELECTRICAL PLAN il \\SECONO S BEDROOM TV /\FB / WP GFCI \ COVERT -Ef / n , P- RCH I SCALE: 1/4" = 1`011 Post Light with "_�-T n Attic Venting Calculations FBC 230°I.� Total Attic Space = 2124 sq, f t. Venting Ratio 1/160 = 1-4.16 sq. ft. required Provide A Continuous Vented Sof f it one Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Photo cell I Date Drawn Revisions 3-25-20 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. 6'-3" REVIEWED FOR CODE COMPLIANT ST. LUCIE COUNT ROM H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Sheet Comm # E _ 1 12-2� OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A► A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less A 30' to 60' Span \ le ees Spreader Bar i �01 'ess ^9 t--App,o. 213 to-_.1 _,...e 112 of Sport re s c,. REFER REFER TO BCSI " ass must be set this way If crone used. ass must be set the w _ -_ ^s is Or e.c^.ae, :rss may ro! match. ". e.cros n sr crone operato sets ^sst ,are opc obr sets !russ this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A A 1 R F-1 , III— IE- FR NOT IF= 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. U F)EFL "TENTS A HANGER Carrying Girder For Truss to Truss Connections seeTNails hanger/connectorbe as de tabs o schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 - LO co upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" TYPICAL END DETAIL 12 4.00 - rr 12 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' 1 ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers _ - 14' i 15-101. _ ------ ---�-54"" - - --- -- __ 34' — GARAGE LEFT N L=NGTH 20- 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 gravity and uplift loads and their res locati ns Approved By Date - - '3radere 3 Braden A.I.A. P.A. - - - FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed is; The undersigned ecknowledpe anti agrees. 1. Trusses will be made In strict accordance with this truss placement diagram layout, which Is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undersigned, Unless3. dayr of delivery nthe undersligned age esythat no backcha Yosawilll be alowed.i In thte event such written notice Is furnished Chambers Truss shall have three (3) bus ness days In which to 4egin Thereairs undareignedracknowl acknowledges hiselpt of trused, or to substrate Othecs"-SCSI summary , at Chambers heet by'rPi & VVTCA, 6, Delivery 1s to Job site. It la the buyers' responsibility to make the Job site suitable for delivery, Chambers Truss has the sole authority to determine the suitability of the Job site or a portion of the Job elts for delivery. Chsmbers Truss will be responsible for dump delivery only. The buyer Is responsible for additional delivery expanses If Chambers Truss has to redeliver because Job site Is not prepared for delivery or buyer Is not prepared for delivery of trusses, 3uyer Is responsible to Chambers Truss for towing costs duo to she conditions. 6. Price as shown Irkparagraph 7 below is subject to change If any changes are. made In this layout A $50 per hour fee for revisions may be charged by Chambers Truss. 7. This Is a PURCHASE ORDER to Chambers, Truss of the sum r H n a to, o. agreement a reasonable price. Involoe will be made on delivery and paid agreed greedWthli loof n od delivery. Invoice may be made at scheduled date of delivery if buyer cannot accept .1 delivery of fabricated trusses. The undersigned agrees to pay Chambers,Tryss reasonable attorneys fee for collections In event of payment not timely made, 1.12 % per month service charge will be added for all sums not paid within terns. 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Twas extending credit for this material the undersigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such Indebtedness Including attorneys fees, if default In payment for materiel be made by the recipient. 10. In the event o1 any IlUgaton cencaming this agreement, the Items furnished hereunder or payments referred to herein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per "Natlonal Standard And R000mmended Guideilnes On Rasponslbllides For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIAVTCA 4.2002" - DATED SIGNED FOR TITLE Aspreader bar maybe reWysid par'SCSI 1-03" to prevent InUiry8, damage Multiple ply trusses must be fastened togtithar per engineering before they are set, failure to do so can result In roof collapse, Temporary and permanent bracing are required and can save life and property and Is the responsibility of the truss erector. Study the contents of the Information packet Included on delivery before setting trusses. Trussas must be setand braced per design to pretient 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 SET TRUSSES USING THIS LAYOUT USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC e 3105 Oleander Avenue Fort Pierce, Florida 34982-6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-3711 Vero Beach 772.569.2012 Stuart 772.2863302 920�93.2 MI -tK 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 ark Roofing Material Shingle or Shake .y' 1 Loading in PSF Roof R.D.L. N I- Top Chord Live 20 t ICI •° Top Chord Dead 7 4.2 Y ' ° `"' Bottom Chord Live 10 Non -Concurrent o Bottom Chord Dead 10 3 -a -^ w TOTAL Load 37 7.2 o' Duration Factor 1.25 a Wind Speed 165mph Top Chord C.B. Sheeting by builder. 3 ter- Bottom Chord C.B. Sheeting by builder. v Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W N.U.L.=KesTraining Lead Load c.id.=continuous Bracin Verify DESIGN CRITERIA shown above with the ,,j building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11323 W Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. j MI 4: SAE ACAD: SAE Reviewed By: /'1 Date: 04/24/12 Revised: 02/21/18 REVIE EC I �,/) FOR Revised: 3/05/2020 -3'4" 5-4" 111-10 _ IVIPLIA ST. LUC E CO"' WYNNE BUILDING CORP. —` - DESCRIPTION: GARAGE RIGHT�� CARLTON PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 -7 7 0