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HomeMy WebLinkAboutBUILDING SITE PLANSGulf Coast 5upplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment Installed with min. 4' side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank narle a�a�od L'«'o.c ataall laps aand atwo Jstaggered�rows 12` o.c. in field. Attach FILE COPY 12" 12„ 5/8" thick light textured stucco on tgplcal concrete block construction ----------------------------------------- Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT E L E V A T I O N 12 4 SLOPE 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 (tgpe 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 eck to trusses using attachment detail on this sheet vi V 611161�u6 bvi U1 5LUGGV Vrl 6gpir;aI GV(K I-e LC finished stucco bands block construction SCALE: I/4" = I'—O" REAR E L EY 1"� T I O i �l ELEVATION NOTES: SCALE: I/4" I'—O" — Overhangs at 1'-0" unless otherwise noted on Roof Plan — Roof Itch at �:12 unless otherwise noted 1� Gulf Coast 5upplg and MFG 5v Crimp Metal roofing FL 411651.12 Gulf Coast Supplg and MFG 5v Crimp Metal roof in FL #11451.12 — A n lg changes to this plan shall be submitted to the architect wood ga. re cramp metal roofing attached to plgwood deck using tt9 x L5" 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" (type screws e30wlb feltf u„de�lagment®nstalled with minx 4. sidl laps andASTM en wood screws with self sealing washer at 12" o.c. max spacing over ASTM D for approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" laps shank nails (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end /� Window II spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL Stucco Bands Into W I n d ow Or Door. deck to trusses using attachment detail an this sheet 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 12" ° 5/8" thick x 8% cut ❑ 3 coral finished stucco bands 3 5/8" thick light textured stucco on tgplcal concrete block construction Finished Floor — — — — — — v — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T RECEIVED LEFT ELEVATION NOV �, 9 2818 P#1rn1!t1n9 Department ?�. !:rule County SCALE: 1/4" = 1'-0" 12 4 1 SLOPE /AW- os-7121 ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY DATE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE SCANNED BY St Lucie County /8" thick x 8"w cut oral finished stucco bands CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD, REi pLANJ ANIO ALL PROPOSED WORK SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALI_ Mdhll MMIllfi€L3 tA91. l 111HOWINO U FACTORS AND SHOO COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED -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" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12" 2„ 5/8" thick x 8"w cut coral finished stucco bands ®®®® ®1=1, I, ® ® 01171 ® 5/8" thick x 8"w cut IR�_� � coral finished stucco bands A.F.F. 5/8" thick light textured Finish Columns with stucco on tgplcal concrete coral block construction finished stucco bands FRONT ELEVATION SCALE: 1/4" - 1'-0" 2" x 4" top plate 11 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at IL" o.c. base —board 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"x6" #10/10 WWM on 4 and Viaqueen over clean compacted termite treated fill Interior Non -Bearing Partition n 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 Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: ]I'- "" Roof Pitch: 4.12 Internal Pressure Coorricient: to -is Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3,_4„ Wind Speed: I65 mph ultimate Wind Exposure Classification: C `vc ROOF Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIDL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20,6/-32.L pef Roof Zone: 2. +20.L/-51.0 pal Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pef 0 = Roof Zone I Wall Zone: S. +35.8/-418 pef Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Wells Considered for Structure? Yes Continuous Load Path Provided? yoo ®= Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure: Soo psi, Presumptive: X 59 Test: pat = Corner Zones SEE PRODUCT AP ROVAL FOR IMPACT PRO ECTION OENINGS Roof Zone 3 ROOF LIVE LOAD: 31 pef ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _J_5_ pef FLOOR DEAD LOAD: 10 of JOB ADDRESS: 3 CORDILLERA I FLOOR FLAN IHI CRASH PAST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0" N.T.S. I. Contractor to verifg ALL notes and dimensions prior to Ste high by 4" diameter steel crash post. door proceeding With work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into (3/8"t 50 kal 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab steel plate) a minimum 1,400 P.S.I, fiber stress. L" 4. No dissimilar metals to touch. 2h" 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. g"_!oil 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 " �3s" ° 2g L. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 2% 1. ALL wood in contact with concrete shall be pressure treated. o 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 accessibilitg requirements. " 2�" 2�" h2" 12. Lowest finished floor to be set bg 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 IL. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I' x G" 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. G�( sum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C9 0, C1002, C1047,C11��, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation O Framing Member Max. spacing of fasteners Nail sivng options for installation dr Into Spacing of wall Nails Screws Maximum wood Pramin9 members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head 0.098' diameter x 1 1/4' Ioni 10 /2 annular -ringed or 5d cooler nail OR 0.080" dia. xx 1 5/13" long with Walls Either 16" 8" 19" Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" diameter x 1 3/8" ion% annular -ringed or Gd cooler nail OR Wells Either IG" 8" I6" 0.092" dia. xx I 1/0" long with Direction 1/4" head OR Gypsum board nail 0,0915' dia. x 11/8" with 19/64" head. Install SGD thru buck into block with 3/I6" tap -con with penetration at 0 o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 11/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product appprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A13-1.1 20. Cement, fiber -cement or glass mat gypsum 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 1n shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, Mall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanging smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall compig with F.B.C. R31L. Gulf Coast Supply 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 lb felt underlagment installed with min. 4' side laps and G" 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 Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24' o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES at 24'o.c. TYPICAL (shop drawings by manufacturer) Aluminum Drip �'� \R-30 blown Fiberglass Edge t Fascia in bottom chord of trusses Afl I/2' drywall with smooth finish 2' x to' Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaycan full o vent vin I aoffit installed �5" precast lintel filled with concrete and (l) #5 bar for bottom over openings u.ng 1/8' dia shank x long galy. Cont. row roof mg nails with 3/8' die. head per product approval - see chart sheet ml 1/2" drywall over I" X fullingg strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T �D and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RLO7.1 block construction and Mortar Jonts shall comp, with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6'x6" #10/10 WWM on 4 mil Via ueen over clean compacted termite treated Fill p Grade III— 111-1I� -' � i I—IIII III =1.'.. ;.'::' IIII1�I11�II��II�II�- = _ =III IIII=IIII- —� 111, ,1111 IIII 111 i1i1 If I I I=I I I- 14" x 14" Concrete footing with (2) #5 bars cone. and #5 TY P i C A L S-E C T i O transverse bars at 48" O.C. Scale 1/2" = 1'-0" Head fixed door sliding door 7 1 vr, AREA CALCULATIONS Living A/C = 144L 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 = 11,548 2' VTR JL I I 1 2k VTR JjL Masterr�� Bath 1 I ,. Lay. I I 2„ Lay. 1 1 11" 1 2' VTR 3c. I I siur. I S' i Kit. Sink I Kitchen I " I Lev. I s• W.C. Bath #2 She 3' C.O. To septic PLUMBING RISER I' x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/I6" tap -con with Sliding Door D e t (� I I I om penetration at o.c. max. From each corner and 20:' o.c. max thereafter at Jambs per product approval Jamb At Masonrg Wall NTS Window Schedule Mark Size Rough Open. Window Descrl tion PRESSURE ZONE I. 4'-5ie"x 5'-3%" 54%"x 43i4" Single Hung ZONE 4 2, V-24"x 5'-3'/8" '15" x L3 %," Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%211x 38%" Single Hung ZONE 4 4. 41111."x 4'-2%." 54%"x 54Ya" 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 Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X I, -so 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" 14" x 81 %2' Sliding Glass Door ZONE 4 D 2'-O" X 6'-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 24" x 81 %" E 2'-L" X 4'-8" Solid Core - Wood - L-Panel F 5'-0" X L'-81, Solid Core - Wood - to -Panel - Bi-Fold G 2'-8" x V-8, x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - to -Panel J 2'-L" X 4'-8" Solid Core - Wood - I. -Panel - Bi-Fold K 2'-8" X 4'-8" Solid Core - Wood - I. -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 manufacturers specs prior to construct) OH0ft ° ° aL ° o EGRESS O ° Q° 12'-8" co 0 MASTER Dr, BEDROOM �a 8'-0" A.F.F. =N Flat Ceiling 0 1 W 1,11 o c+l I cv v I cw 2" f d 4'-O" o A/C �r O a- Meter i� ATH 0 Rod E 6' le I s I in CLO E I $ 9 I � 12" x 12" Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch LJ tihs'-2" tot-8" A.F.F. Vaults 9' Ceiling GR IAT ROM I I I :_ I i I " x 6" knee -wall e'1-O" to 9'-e" A.F.F. slow counter top I Vaulted Ceiling DINING Re� Q Shelf — 71, �F I C Vanity to be qq I 34 )2"high Highl Wall 9Y'" 11'-O 3/4° KITCHEN 13' i ofi O L _ _ 1-1/2" 8'-O" A.F.F. 07ver-rung — — iv Flat Ceiling Upper cabinets to extiiind over Ref. I to U tr - aft nw Ail W.H. 4"4* Steel Ballard - F See detail Cr ihie sreeL Il" B I W i in Provide auto 1 At is Access e O I closer rich li litj iI 22" 150 Amp « 4" -o.. P nel a rc GARAGE Flat Ceiling O n install windows thru buck into block with 3/I6" tap -con with 1 1/2" penetration at V o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20' o_c_ max. Exterior fate at head and silper product approval of wall —, / Buck to be I" x 4" PT r-----------------i I Block wall in -------I I garage to be struck block 1 I I I 1 j 14'-G" 1 I I A I 9'-0" 15'-10" ti- I E BATH I--� — Rod !Shelf A.F.F. Flat Ceiling SECOND BEDROOM O, EGRF-55 it ■ In O 1 v- C IUI IU au ° U i o I�" COVERED 12" x 12" concrete olumn block filled PORCHwith con rete and (' 1 bars vert_ tie O O into lintels bove i III 6' 2" II'-6" \ 6,' 5'-4" 34'-O" "x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened Walla ON ALL JAMB, HEADER, AND D e t a I I at Windows prior to window attachment SILL BLOCK PRIOR 70 BUCK 3'-4" Exterior race of wall on NTS Braden It Braden AIA, P,4 U1�nne Building Corp. Date Drawn Revisions Architects - Planners ARA CLEF GI— II-i5-18 411 S.E. Coconut Avenue The rand Carlton Drawn by: Tel : (112) 281-8258 C.C.U. Spanish Lakes Pax (172) 281-8283 E-mail: bradenaiascomcast.net Checked by: Stuart. FL 3499L �AAC000032 St. Lucie Countg Florida 3 CORDILLERA D.R.B. 9'-G" Attach buck to block wall with 1/4" dia. Elco comic screws with min. penetration at 12" o.c. max and 4" max from each corner thru 2" x 6" PT Buck 4. o; we thru jamb mto buck end 15" o.c. max and attachment NTS Sheet 2. OF 5 Comm # 18-2-12 r-------) 4 STRUCTURAL NOTES: � 34'-O" 14'-O" 20'-O" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY - 10'-01, BEARING CAPACITY. IF ANY SUB -SOIL. MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS AT10/SLAB CONDITIONS EXIST. REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. _ it I ° 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) = 47 PSF _ ° ' 0 ° ° -----�------�-� — — — — — —I — — — — — — -r r - - - - - - - - - - , z ° BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY =PER PERMIT INFO BOX ON SHEET #I 1 FI 1- I EXPOSURE ="C" I Filled cell under I 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO I FI o girder above SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, ! I 24" I C0 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. Rear Patio/Slab r I I o WELDED WIRE MESH REINFORCING ON b MIL. POLYETHYLENE VAPOR 11- r J to be poured separate O F4 I from the house slab. �I - BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR II m (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. I ry ° MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS. - SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. ° I Thicken footing to 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 24"w x 14"d x 24"L I ° a I I FI under filled cellif BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12. under girder bearing. ° ° ° Ina 0 ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I - - - -' - - - - - - - - - - - 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" u COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY �Uz Rear Patio/Slab tc I be flush with bottom of ° ° PROCTOR VALUE. 13- LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. m svq a oN I sliding door recess. I i- 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14, USE STRUCTURAL GRADE WOOD WITH A MiNIMUM Fb OF 1400 PSi u- Slope 1/2' F- 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 III SOUTHERN PINE, UNLESS NOTED OTHERWISE. 7 F GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER I FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I O PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. i FI FOUNDATION FL,4N ° O ° 321_e" I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" H.B.I for before I 4" fiber approval proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New ° concrete slab with esh OR I � 4"x6" 1*10/10 WWM on b mil Visqueen over o notation and dimensions before starting construction. Construction. I clean compacted termite treated fill I 3. Soil conditions assumed to be 2500 psf. Should any other conditions be I FI encountered, the architect shall be notified led In wilting for revision Soil treatment used for subterranean termite prevention n 1 inside the foundation perimeter shall be done after all llIIt- I ° 4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to filled and I US bar Vert. at 48" `� provide cell with concrete if soil area is disturbed after initial chemical soil treatment = Q o.c. max. Provide (1) filled cell on each side Of openings U to 5a'-1l" wide, area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from �'-�" to 9'—I1" including spaces boxed or framed. °'��� I It_ ry and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and Shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. L Contractor to a r d v roie for Form Board Survey — Form Board Survey p y y Protective sleeves around metallic piping penetrating be Truss Company to truss construction floors be I to provided to prior concrete slab on grade shall not of cellulose O `--� O H.B. 1. Contractor to provide for sort test prior to construction and provide containing materials and shall receive application oftermlcide 4'-O in annular space between sleeve and pipe. a copy of soil test to architect for review prior to cons.truction I 3.5e step 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-1� and 1 © F095 — A-35 specifications. ALL Anchors to be A 30� steel. -- —.. 9. Provide a minimum of 3" concrete protection at footings and _ 1-1/2" concrete protection at beams for ALL reinforcing bars. ° �`#iC I 5e step 44) steel award FI filled w/ Concrete O I � #5 bar vert. w/ Thicken edge to 8"x8" O I F5 °:�/ �� I I p 1* O I I 30" overlap SEE TYPICAL with concrete and 4' concrete slab with fibermesh OR ECTIONS I I `-- at each filled call one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over r I I in-"-r clean compacted termite treated fill I E w 10 1 1 I ^ av ' 4" concrete slab with fibermesh OR GRADE I �_�`' 1 I I mro n 6"x6' #10/10 WWM on 10 and Visqueen over • clean compacted termite treated fill as -_ .a I E;; I I ° _ GradeLit— I` I I I I t! I L — O I =L41 —III' .::: ; .:..: •:'.....r.. ..... ,...., — —I O .. 8" �E_ ..Lr" -1I a�a�-r 1 1 _I11— PORCHHill m SLAB EDGE DETAIL -' I 14"w x 14"d concrete monolithic - footing with (2) #5 bars cont. SCALE 1/2 - I -0 ° O ai E \ I I <' `u0 0 I \ FI 14" _ I °\U `-------J iD #5 bar Vert. w/ 1 TYPICAL FOOTING DETAIL 30" overlap _ � W I =' ua ° O ° - - - - - - - ° I F5 �pit :r o o ° SCALE 1/2" = ],-Off at each Filled cell SEE TYPICAL i X I ECTIONS 4" concrete slab with fibermesh OR Adjust curb height Filled Cell Masonrg Column With One I ►'-L" -1 to I '� 6"x(6" 410/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR 45 From Footing To Tie Beam 1 in clean compacted termite treated fell slope. 6"x6' #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treated fill I F5 I r - 1 rl L 0 Recess for #5 bar Cont. 45 bar in curb See Floor Plan For Location ° - - - - - ,4 Garage Door - - - - - - - - - l O'-O" ®F.F. OO ° ° ° cat ° `9 step per _ foundation plan Grade R O , ,. .h J J� F '_' :::y _ _ _ _ 3' S.� 9-0 " 11, 6„ 6' — — 12" x 12" concrete column block fille — _ •_ ,. Single Filled Cell Column w h concrete and Vert. ti rt (2) #1 bars into hntela above _I (rs cont. bottom steel 14'w x 14"d concrete monolithic 10" I ii' "1 1 NTS rooting with (2) #5 bars coot. 1a" 14" -1 ( L)t= I AIL A I LiA 12' x 12" concrete column block filled with concrete and (2) #1 bars vart. tied into lintels above Top of footer 14" below Finished 30" t-- 5 I Cr'L)UUJN SCALE 1/2" = Verify house slab height in field COLUMN FOOTING DETAIL SCALE 1/2" = I'-O" ARAGE CURB DETAIL SCALE 1/2" = 1'-0" 2" x (.' PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. rniea L.eii i-iasonr4 L oiumn WILn tine 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSi See Floor Plan For Location ouble Filled Cell Column NTS Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel 1112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiascomcast. net Stuart. FL 34994 UAAC000032 a a ° FOOTING SCHEDULE Mark Sim Description FI 14"111.1 x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 124D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 030, x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F 86W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS Q14Qu"D Wi at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Wgnne Building Corp. The Grand Carlton GARAGE Spanish Lakes St. Lucie County Florida 3 CORDILLERA Date Drawn : Revisions : Sheet 11-15-18 Comm # Drawn bg: C:.C.u. 18 - 212 Checked bg: 1D.R.E3. OF 5 Provide #5 bar set in pre -cast lintel into beam where length of the opening calla Por it. Strap truss to wall using Simpson MGT with Simpson HETA 20 5/e dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet act or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp g truss leg per detail on this sheet t < HETA 20 1810 lbs. uplift 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 bas d on press re for roof stated in permit info box on t�ese plans for zone 3 Ke Area Ede Field Fastener Pressure Zone I `" 6" ed ring shank '45 psf Zone 2 4" 6" 8d ring shank lb psf Zone 3 " 411 8d ring shank 84 psf ** Zone 3a I L" I `" 48 wood screw ,112.5 psf ** Use nails or screws based on pressure for r3 of stated in permit info box on these plans for zone Verify with Plan Column to Lintel 12"x 121, lumn Block Rebar Provide #5 bars with min. 48 bar diameters overlap Into beam. Tie filled cell steel into continuous � beam block steel. Provide Cast -Crete SUB-OB/OT precast lintel set in mortar Min. 8" Bearing Provide PT Suck attached per jamb tails into filled cal G::;1 4' Pre -cast i' _i1 Sill i 7 r a .l AP -Poured Filled Cell Provide 45 bars with min. 48 bar diameters overlap in filled cell. Tie /Milled cell steel into continuous / Pooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blockipp to vert. leg of truss with IOd x 1.5 nails at 4" oc. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12' into wet beam and (22) IOd nails into trues .Overlap . 11 TRUSS BLOCKING DETAIL Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using ed Halls. 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 Supplg and MFG Sv Crimp Metal roofing FL #I1651.12 24 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4' side laps and 6" 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 d®ck to trusses using attachment detail on this sheet Additional Precast Lintel A ars b .;:" P 9 rRN21... .'s '"nti' CLEAR Lintel Length Bar Length Clear Span "A" Bars "B Bars 2'-10" 2'-8" I'-6" 2,43 none 1'>• 1 1 I 1 1 t----" is. is----'' 3'-6" 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Addtional 4'-O" 3'-10" 2'-8" 2 U3 none a #5 bars CLEAR 1 '�"'; 4'-6" 4'-4" 3'-2" # 2. 3 none °, `; '• ne Row of "H" Block Above i',t���:,5.� 5'-4" 5'-2" 4'-0" 2,#3 none r, )� " 5'-10" 5'-8" 4'-e 2,#4 none r Pretest Lintel '•°>"` Additional i' - i 6'-6" 6'-4" 5'-4" 2,#4 none 6'-2" 2 #5 none eF16-IB/IT SFIL-iB/2T , none NOTES: ALL reinforcing steel is grade 60. I. min. coverage of steel-1.5" 2, min. bearing required a ea. end=a' 3. standard for reinf. ateel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) t LINTEL SCHEDULE Mink Window or Door Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above " Bottom Steel Srse Top Stool I size Max Gravity Load (PLF) Maas uplift Load (P6F) Max. Lateral Load (PLF) L22 2'-2" V-6' 8F8-OBAT I #S 3069 15641 1024 L31 2'-6" 2'-8' 3'-1. 4'-0" BF8-OBAT 1 #6 2661 1363 '163 L45 4'-6' S'-10" BF8-OBAT 1 #5 1105 909 339 LBO 5'-0" V-0 BF8-OBAT 1 #5 1238 ass 121 L60 ll T-6" BF8-OBAT 1 #5 1011 -121 1 534 LBO a'-O' all aFe-IB/2T I #6 1 2 1 #6 1 162 691 512 L90 9'-0" lil 8F8-IB/2T 1 #5 2 #5 443 530 401 L90B 9'-0' 10'-1." 8FIhIB/ZT ONE 1 85 2 #5 1533 118A 401 WOO 10'-0" II'-4' BF8-I5/2T I #5 2 #5 582 49.4 452 LIOOB 10'-0" II'-4" 8FI6-1B/2T ONE I #5 2 #5 131.1. 1028 452 L120 12'-O" IV-4' 8111118-8/2T 1 #5 2 #5 411 428 324 L120B IT-O' IV-4" eFlb-83/2T ONE I #5 2 #5 1015 'TIA 324 LI40 14'-O" 15'-4" SFIL-I3/2T ONE I #5 2 #5 1250 609 259 LILO Ill IT-4" SFe-I15/2T I #5 2 #5 1 300 192 144 L1408 Ill IT-4" Bunt /2T ONE I #5 1 2 1 #5 1 950 500 194 - 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'-0" LONG ARE TO BE PRESTRESSED. 12 Smpson HETA 20 or equal 4 hurricane anchor at each trues with (10) IOd x 1 1/2' nails ( 24' oc.) supporting Max. 18101be. uplift i Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) IOd mill at each web Aluminum Drip Edge t Fascia V2" till stucco on 3/8' hi -rib lath attached to horizontal and vertical wood 12" fro any with nails or staples to provide 2° x 6" Sub -Poser no leas than 1-3/4' penetration into horizontal stood frommg and 3/4' penetration into vertical wood Prammg members Kagan full o vent vinitl soffit installed using 1/8" dia shank It 1.5' long gals. roofing nails with 3/8' din. head per product approval - we 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 footer IL" below finished floor 5/8" thick light textured stucco on typical concrete block construction Vanes - see plan #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. T`4wcal Poured Concrete or concrete block wall Pared Concrete or concrate block wall Concrete Anchors i Manufacturers Specs e Anchors Per :urers Spen 1/4" M a". Flush Mounted Shutter Detail Aluminum Panel Sizes per manufacturer - Sae Typical stud Dotal 1/0' • 3/32' wing Nut w/ appropriate manufacturer's spacing pDatals\ Stud Detail Stud w/ Ow Cast Zmc NTa Nickel Plated wing Nut nts Brace Gable and with 2" x 4" SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings bg manufacturer ) O W to s_ XQ r Oo N m a a LLI U�. O ai Ia U O 0 CIL — tn as 'V C14 �" �y W z Brace Gable end with 2" x 4" SYP #2 min. aft back nailed to bottom of top chords using (2) IOd nails at each truss 6M22ED (*I \R-30 blown fiberglass Q in bottom chord of trusses In —I/2' drywall with smooth Fmiah ap O W Two rows of beam block filled with concrete _ _and (1) 95 bar Cont. in each row. Substitute u [into] filled with concrete and (1) #5 a grecast ar cont, for bottom row over openings 1/2' drywall over (" x furringg ?,-foil strips at 14' o.c. with R4.1 —msuletion on typical 8" Block walls ty W 0 H U.I All drywall to De installed per FBC R102.3.1 - i and shall meet all pertaining ASTM codes. HETA 20 aD Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and ROOF jl {D #5 ppbar Vert. I no tcex O A 48. unlessnothearwise noted eed Wand see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THiS SHEET Base spacing at openings concrete slab with fibermeah OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THiS SHEET 4" 6"x6" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE Ell] ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. I IIlIII ALL TRUSS TO TRUSS CONNECTIONS BY I=IIII Illl�i- (" ' IIII TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWiNGS PRIOR 14' FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION IL WA MAPS WIN ENIMINAU MiWdl rl"111 n � i� n Mail M1 �I Section at Front Forch — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE Sale : 1/2" = I'-0" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION OPTIONAL PANEL "A" Poles BR Load Wire Description arc# arc# I Description Wire Load BR Poles 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal, water HTR 5 6 Range #6 12.0 kw 50 2 I 8 I 120 1 1.8 Its #12 1 Pump 9 10 Dirlier #10 5.0 kw 30 1 2 11 1 11 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 I 1 20 1.5 kw #12 Microwave is 16 Refrigerator #12 1.2 Its 20 1 1 20 1.5 Its 812 Kitchen S.A_C. n I8 Recepts #12 20 1 1 20 1.5 kw #I2 Kitchen S.A.C. 19 20 Recepts #I2 - 20 I 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 Its #12 Garage Door Opener 23 24 Recepts #I2 20 I 1 20 IA kw 812 25 26 Recepts 412 20 I 1 20 1,92 kw #I2 21 28 Recepts #12 20 I 1 20 $12 General Lighting 29 30 Recepts #12 20 1 I - 1 20 #12 General Lighting 31 32 Recepts #12 20 1 I - I 120 1 - #IZ 1 General Lighting 33 34 Exterior GFCI #12 20 I I ZO #12 General Lighting 35 36 Bathroom OF[ #12 - 20 I 1 20 812 Smoke Detectors 31 38 General Lighting #12 - 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #I2 20 1 s are 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General........... . �ightmg (3, watts ag. ftJ.............. Small. Appliance. Circuit(s). ...... . . ... . . .... . .......... . .... Range .......... ,Refrigerator.. ............................................. Microwave..................................................... D1ah Washer. ................. .......................... ..................... Clothes..Washer..... ........................ ............... Clothes.Dryer. .. . .. . . .... . . .... . .. . . ......................... Water. Heater ................................................. Water Pump ................................................... Garage.C7oor.Opener .. .. .. .. 1136 3 5.205 2 1,500 3,000 1 12,000 12 000 1 1200 1,200 1 1,500 1,500 1 1,200 1.200 1 1,200 1,200... 1 5,000 5,000 1 4,500 4,600 1 1,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10 000 Remainder 21,415 '940% 1 O 1019LL Electric Heat or A/C 10,000 s.5% I 10,000 IO,OOO Calculated Load Watts 30,9L6 Voltage 240 Calculated Wattage Divided by Voltage =Total Amps 129.03 Panel Size Required = 150 Am s EleCtrlCal S mbol Legend S Single Pole Switch ® Recessed Can Light S, Double Pole Switch ® Eyeball Recessed P9 Push Button Switch -0 Exhaust Fan Duplex Outlet Ceding Mounted Light Special Receptacle 0- Wail Mounted Light aterproof ground fault circuit ro Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fcm_1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac ri=� Electrical Meter Q Smoke Detector Calling fan © Television Jack Telephone Jack A DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up ❑I Intercom i Soffit Meter 163 CFM IOxIOxL MASTER BEDROOM 163 CFM IOxiox6 12x12x9 B/A �� I L ----- ------ 4` i 12xI2x9y - - - �y CLOSE 1 - --- N` " G . io- 22" x 54" j I Attic Access L _ with light _ J 150 Amp Panel 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 I = JUNCTION BOX TO SUPPORT A FAN � E C � � N I C � L L A � C U T =THERMOSTAT LOCATION B/A = BALANCED AIR SCALE: 1/4" = I'-O" Electric Notes: I. 2. Use copper wire only, no aluminum. Provide and wire all required smoke detectors. 11. It is not the intent of these plans to show every minor detail 3. Contractor to verify location of electrical of construction. The contractor shall furnish and install all items for a complete electrical system and provide all 4. service and provider. ALL paddle fans shall be on a rheostat. the requirements necessary for the equipment to be placed in proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and 6. ALL exterior outlets to be WP/GFI protected. shall comply with all local codes and ordinances. and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C Refr1 er nt lines that are run thru slabs must be 19. The electrical system shall be completely and effectively sleeved in PVC rounded as required b the latest edition of the N.E.C. g q g 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12. All work shall be performed bg a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering, The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. 15. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in Or through any concrete free of defects for a period of not less than two gears from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-I" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FBC RM1502 PATIO/SLAB I GRI ,4T RO M I I Center Registers 169 CFM on ceiling fan 169 CFM lOxlOx I \"O, IOxioxI 1C71 12" DINING ROOM 1 FM_ 14 f A 8 //�� -0` -K 1 �Cei�i i`-'t T H / r T I I I F U4 IIV >p Q d I 12x26FM L - I t=--I- - COVERED PORCH SECOND BEDROOM i I \ 12xl2x6 �1 B/A A/C disc. ISO #2/0 Aluminum feed AMP I %a" Conduit -�` PANEL 2"PVC (FP ap r 2" rigid service FPL 1 Bap5#eont. Mar, in slab ELECTRICAL RISER H.B. Vent thru -- -soffit - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden t Braden AIA, Pro Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 OB E-mail: bradenaiaecomcast.net Stuart. FL 34996 I$AAC000032 IL" 29 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owleAor, under disc.not shownC clarity MASTER BEDROOM OPTIONAL PATIO/SLAB ,'Covered Pcrc�*-, WP GFCI 1 I I `S- IH ITVI mise GR Smoke / Carbon T Monoxide Detector R n O M 5 Combo O I S I I I I I I �I I Z II I II I II 1 I lFC GFC1 DINING -�� I I _ M , I ROOM : a GFCI GFCI ♦ �� I I AR I� KITCHEN t - - - - /24" 1 V-2" V-2° C.M. Detector H'nE F onlyy per FBC $ R314.3 _J CLOSiE m Q 92" GFCI A/C w.H. I r 17" -22" x 54" I Attic Access \ L with hght- J Meter 150 Amq Optional Panel panel location Full chain \ light in attic \ y 92" GFCI GARAGE II Garage /VIJj J� Door Opener r----------------- i I I I I I I I I I I I I I I I 1 I I I I I I I I , ELECTRICAL PLAN ill m .�11111 Oeenta ii; \ Lt-� �`\SECO1� 0 B\E=-DR00M ® i Tv in„ / i� Qs / / 1 WP \ COVEREil:r f-1 � PORCH SCALE: 1/4" = 1'-0" Attic Ventinq Calculations FBC 2309.1 Total Attic Space = 212-4 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wanne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida 3 CORDILLERA Post Light With "__Vn Photo Cell I Date Drawn :Revisions 11-15-18 GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. 0 I n H.B. Exhaust Duct Thru Soffit •Wire For Front Post Light Sheet OF 5 Comm 4 18-272 I A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO DE 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 L 1 IF MULTIPLE PLY. I I I DON'T LIFT TRUSSES ,WITH SPANS LONGER THAN II 30' BY THE PEAK. CONSULT BCSI 30' Span orless A 30' to 60' Span 0 degrees Spreader Bar or less - 1 /2 " Tag Line span appFox. REFER TO BCSI Truss must be set this way if crane used. Truss is an example. your truss may not match. nsist crone operator sets truss this way. kag �_Approx 2/3 to Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crone used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams) & lintels must be in place at indicated height before trusses are installed. AIFR "ANF=>I_11iFR "OT1- 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 REPRESENTS A RANGER Carrying Girder- For Truss to Truss Connections see hanger/connector Nails must be as sDEZ Guide tabs o schedule in' engineering Dome anglenaab package. Carried Truss SEAT PLATES BY CHAMBERS i INDICATES LOAD BEARING WALL REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR n A n 12 4.00 I— upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT V-1" TYPICAL END DETAIL 12 4.00 � .00 & upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH ® Do riot stand on trusses until they are braced per BCSI & properly nailed to straps & hangers G40NRAG E LEFT GARAGE RIGHT The Architect's or Architect's representative's shop drawing spprovai is res a "double cheek" of the contractor. Ths contractor shall rams In reaponslbie for chocking field measurements and other construction Briterla Archgeb is approval covers general roof shape, review of truss strapping, and loading on structure from grryryvv��Sy end uplift loads and their re.xC l.r..- . FABRICATION AGREEMENT TRus9Ea cArlNvr b arARTM UNTIL THIS Tis kpei dseerlptlq, of he prope,'jy where tie i be jisIbe jec a RE7URNEp T: lsft $ wN � f with the trues py dieQnun teyo fabrication wld , D t1e ids auriswwrilenh3ft MYW notion hi4°been Instill it of the underslpred eginl nowHxaM4�d Melt 10 Chw pr m wm,it ten "1 dsYs' a dNNs1Y ae c+r•ro.e TMrse to begin spai 4."'avidiwithemnadcaaad omeca�esreF nk 4 tkaaay b to Job eia ot'gCSI Moslial t-u9" iunnu ahW bvTPI A � buyer is rsep°tesbl° addlllorsrl delimy at> en nesip IWa�� �^f' delvely only becaee job aft Is not prepeed for deivery or pryer h notes Tnres has to � wing .l All" as shown Iq frour�(phr 7 below Is sit, costs due to &b cwditkm ct OT dsn0aeor k rsPwwy dM,edsh .7: ThM a a PURCHASE �Y Wl rroaped by Clternbas T art alri' va cnable�e krvdoe wig be nw e han"besm Tnslthesum en e C ilW be made at adeduled dr,y.U. tIN o of nm ddinsy of fabrlat°d °usee. The u�sbred to d0a'O1Y M buyer cova bye for esurmAn In riot�wiiJnur teemade.1 P r,nogb S.W In omsWaaBon Of t]wnbent Titres ' �'�� °9l001neM b d tam, herel 1, t°10°u Y 9usranbes pgmerM whengsdlt for this metal thany el elle iadaryllnW Clumbgs 7nas by our eMay iaoeivi,g meterld ,adM eras owed b Indabbmess Indumip st(omeys feesrecipient.. H default nthe wi'.nah 1 everts of any Illlpegon concxninil this a 'del bs made by tM M Ill Creferred � tinil Fl• plha'da,' ft wMkn arose thn vvww for snY U41 actiliens Awdebed on will 111pDesign r e"onsita la are Pa-Nadgtgl Standard And ftmanleleuldelyea Cn SNSVrPIIVVtT:q 4 20p lhing Metal Plate Coralected Wood Ttussea L1TED = TI1LE ` FlUMPIP ply tnnsea must be ►astened together .e engi ®� Per englnaering before they are aef, failure to bra do so Tempocan resultin roof collapse, Temporary and Mnnanertt breclog are required and can saes We and ProPOrl and Is the reeponslblllHy of the tuna erector, 'Study the content of the Information packet Included on delivery before setting trunts s. 7luseeamuatb.aetandtxaoadpardeeigntoprmrtkiluty,s daTmaL Thnaw must be plumb and square Do not set boob or stack of Plywood, rooting material or a .., ocher c iCanbtW toads on trusses, this can cause collate DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT RMJVERED WITH TRUSSES TO SET TRUSSES CHAMB ERS TFZUSS INC 3105 Oleander Avenue Fort Pleas, FlOrlda 34982"8423 800-551-59132 Fort Plot" 772.46tF201Y Fax 772 Vero Beach 772-569-2012 Stuart -486.8711 772-266-=2 ' ur''' Qw-• nuaugepa7'oIIJiCrliu 0 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 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. c� Top Chord Live 20 m c To Chord Dead p 7 4.2 s m c Bottom Chord Live 10 Non -Concurrent E h .. Bottom Chord Dead 10 3 ° w m TOTAL Load 37 7.2 Duration Factor 1.25 cc 'o Wind Speed 165mph to Top Chord C.B. Sheeting by builder. 9 Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W F- Q Verify DESIGN CRITERK shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11323 Scale: 1/4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:04124/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 75 (o33l-5 .r_ 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11323 3 Cor SI I l efci.-