Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANGulf Coast Supply and MFG 5v Crimp Metal roofing FL 39II451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.b" wood screws with self sealing washer at 12~ o.c. max spacing over ASTM D (type 2) 30 Ib Felt underlagment installed with min. 4' side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails =cod L" o.c. atQall laps and two staggered rows 12" o.c. in field. Attach nrI. +- t��.m. ,nn "++"rl.,ws.," A-♦", .. ♦I. .Leaf 12" ,`. 12" .H. .H. 5/8" thick light textured O stucco on typical concrete s� block construction 10 LOW% - o'-i 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" Finished Floof ELEVATION NOTES., Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 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 underlayment 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 7/ V 6I114F L,616 6VI al sLUGGo On Lypicai concrete finished stucco bands block construction REAR ELEVATION SCALE: 1/4" = 1'-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED 8Y FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, /8" thick x 8"w cut aral finished stucco bands SCANNSBU BX_ StttivPW* ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY ODDE MUST REMAIN ON ALL DOORS OWS UNTIL INSPECTIONS ARE APPROVED — Overhangs at 1'-0" unless otherwise noted on Roof Plan reVIMITV-TVIENTRrrQUIRED — Roof Itch at 4:12 unless otherwise noted p L Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #11651.12 Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 — Any changes t O this plan shall be submitted t o the architect wood ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5~ CONCEALED FASTENERS OR ATTACHMENTS PP9 pwood screws wli self psalm washer at ed i max acing over ASTM D ARE THE RESPONSIBILITY OF THE 24 ga. 5v crimp metal roofing attached to plywood 'deck using #q x I.5" (type 2) 30 lb felt underlayment installed with min. � aide laps and L" end wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f or approval in writing prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails CONTRACTOR OF RECORD (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end /� III �^-� ?aced 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 D oor. . deck to trusses using attachment detail on 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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 '4 SLOPE '-1" T.O.B. ST. LL'CT 0-0 u " nr r nl ncr,_ I;4:ViENVED FO IF °MfNCE 12° •. : .. 12" REVIER" B a. H. .' ®®®® H. PLAN? PER3 I ;LUST BE KEPT ON J0I3 8'—I" T.O.B. DATE 6R NO INSPECTION WILL BE IVLiDE. O LLII ° 5/8" thick x 8"w cut " 5/8" thick x 8"w cut ■ coral finished stucco bands � El I. 3 coral finished stucco bands 3 ®®� thick x 8"w cut coral finished stucco bands 5/8" thick light textured ®®® stucco on typical concrete block construction Garag = Finished Floor — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — a Flrn Floor — — — — — — — — — — — — — — — — — — — — — — — — —0'-4" A.P.F. 5/8" thick light textured 5/8thick Columns stucco on typical concrete 5/8finished stucco bands LEFT ELEVATiON FRONT ELEVATION construction SCALE: 1/4" = 1'-0" 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 16" o.c. base —board ---\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Vxd" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non—Bearrna Partition 5 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 I& Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean Roof Height: '- " Roof Pitch: 4:12 Internal Pressure oe icient: ±0_I8 TV;?.N0%JrM Subjectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone:_ 3'_4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.12L ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL, O.6DL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.1,/-324 pal Roof Zone: 2. +20.4/-51.0 pal Roof Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone: S.+35.8/-.3{'8j;1 4 I psi Walls Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3oaf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? ®= Roof Zone 2 es Walls Zone 5 Are Components an Cladding Det� Provided? Yes END ZONE Minimum Soil Bearing Pressure:2.500 psi, Presumptive: X By Test: psi This Building Shall Have the Following: � = Corner Zones APPROVED SHUTTERS, X IMPACT GLASS: BOTH: NEITHERs Roof Zone 3 ROOF= LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: Ak— pelf FLOOR DEAD LOAD: 10 pat JOB ADDRESS: /'-�e�- 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 steel high by 4" diameter steel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex(3/8Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have sla (3/e t 5o kai steel plate) a minimum IAOO P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,600 PSI concrete, ALL Concrete used for vertical filled cells, Cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix '13/e" ° _:2" 4. Drywall at ceilings Shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 0 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. h" 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 14. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x L" P.T. Buck block with case her, materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attar with F.B.C. R316 - see permit info box of code edition 18. Gggppsum board material shall conform to ASTM C36, C19, C415, C514, C430, C931 Cof40, C1002, C1395, C139L be C1041,C1111, C1118, C1218, or and shall installed according to the following: (FBC R102.3.5) Drgwall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail stung options for of dryywall into Spacing Maximum installation Nods Scrawl 2" min. tgickn 45re Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sol cooler Hall 0.080" dia. x 1 5/8" long with Walla Either IL" 8" IG" Direction 15/44" head OR Ggpsum board nail 0.08t' 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" long annular -ringed or Ld cooler nail OR 0.092" dia. xx 1 1/8' long with Walls Either IL" 8" IG" Direction 1/4" head OR Ggpsum board nail 0.0915' dia. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with SAC' tap -con 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/I6" 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 aprprc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, 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 -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 underlayment installed with min. 4' side laps and L" 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 Simpson HETA 20 or equal wicame ith (10) IOd x 1 1/2" nailsuss ( 24' o.c.) suppporting Max. 18101bs. upldt Aluminum Drip sJ Edge k Fascism 2" x 4" Sub -Fascia Kagcan full o vent vinyl aoffit i waingi1/8' dia shank x 15" long rooFng nails with 3/8' dia. head product approval - one chart at 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell I-� Grade 4 F_12 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses 1/2" drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings #1 1/2" drswall over I" x furring strips a 14' o.c. with R4.1 ♦rfoil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Type "M" only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC RG01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (D #5 bar vert. Rgpical). 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 VxV #10/10 WWM on L mil Visqueen over / clean compacted termite treated fill ' I I I"„ I l l l i l l l l I l iBi 1 1 "-" 1 1 1 1- 14" x 114" Concrete footing 14' with (2) #5 bars cont. and #5 TY P i C A L S E C T i O N transverse bare at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam to / nails Li Head fixed door sliding door 7; I v2„ AREA CALCULATIONS Living A/C = 1446 sq. ft. Front Porch = 1,41 sq. ft. Rear Porch = 200 sq, ft, Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I 2M VTR Masterr/' Bath I ILev. I I 2" Lay. I I +� 1 2" VTR J1L 3=. 2" also, 3. 1 I Kw. Sink I Kitchen 2' I i I I Lay. 3' W.C. Bath #2 slur. 3" CIO.. To Septic PLUMBiNG RISER I" x 4" 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/I4" tap -con with Sliding Door Detail Ifrom From penetration at L" max. each corner and 20.." o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS UJindow Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I. 4'-5%e'x 5'-3 %s" 54Ya"x 43%;' Single Hung ZONE 4 2, V-2,%Wx 5'-31/6" 15" x 43 %;' Single Hung ZONE 4 3. 2'-2" x V-2 1/2" 21k2"x 38%s" Single Hung ZONE 4 4. 4'-5'/a'x 4'-2%s" 54Ye"x 54V' 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 by 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'-0" X 6'-8" 41 %;'x 83%+„ Fiberglass Panel - Inswing ZONE 4 C L'-p" X 4'-8" 14" x 81 %' of r ;M`°" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24" x 81 %2" E 2'-L" X 4'-8" Solid Core - Wood - L-Panel F 5'-00 X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x 4'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - to -Panel J 2'-4" X 4'-8" Solid Core - Wood - 4-Panel - Bi-Fold K 2'-8" X L'-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 #1 All rough opening dimensions to be verified by contractor wlth manufacturers specs prior_ to construction EGRESS 12'-8" ° MASTER BEDROOM Uc vc 8'-0" A.F.F. 0 Flat Ceiling a tNv 2" f 4'-0 MEN Meter 0 B vanity to Yee "I 34 Y2"hig CLO E l � OPTIONAL PATIO/SLAB 12" x 12' Concrete column / block filled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-O" tol9'-8" A.F.F. Vaulte Ceiling CAR 1AT ROM I I I 2" x G' knee -wall 8I O" to 9'-8" A.F.F. below counter top I Vaulted Ceiling DINING K Rod c SheIP 8" h y; I ROOM m - I-Rw� I BATH �� i Vanity to be 34 Y2"high KITCHEN H1115 igh Wall in i L 2" 8'-O" A.F.F. yver-hang O- Flat Ceding G'-O 10'-51, pper cabinets to ////��aa�� ext nd over Ref. III i - r - "ounn 4 0 Steel Sae detail Provide auto closer Ballard op 1bis-alzeL 22' x 54' Attic Acceme I with light L-----J II 3 "I� F _a1 i c� I 22" Q_y 1 150 P Amp nel Y m 4" -O„ n in 3'-5" Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at G o.c. max. from each cornar and 20." o.c. max thereafter at ,lambs and 20" o.c. max. Exterior face at head and sll per product approval of wall -\ / \ Buck to be I" x 4" PT GARAGE rJLB'-4- A.F.F. Flat Ceding r----------------- i Block wall in garage to be 1 struck block 1 I 1 I I j 14'-G" j I I ® I I RGEr GRE7 r I E BATH - Rod t Shelf 8'-O" A.F.F. IMP Flat Ceding SECOND BEDROOM n 1 in L U X; ° o, O EGRESS i O CVER D12" Tmn' x 12" concrete lblock filled ORC with con rate and (2) 1 bars vert_ tie p G' 2" into lintels bove to 9'-O" JOE V-5" 2'-8" ,X-8" r 15'-10" 3G 34'-O" I"x4" P-T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK L)etail at UOOr 15 L ATIO 3'-4" Exterior race 51-41, 311 -E Attach buck to block wall with 1/4" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" x L" PT Buck NTS N TA L N Braden it Braden AIA, FA wLInne Building Corp. Date brawn Revisions Architects - Planners GARAGE 3-21-18 411 S.E. Coconut Avenue The G rand Carlton LEFT Drawn by: Tel : (112) 281-8258 C.C.U. Spanish Lakes Fax : (112) 281-8283 E-mail: bradenaia comcast.net Checked by: Stuart. FL 34996 UAAC000032 St. Lucie County Florida D.R.B. alo�� crews thru Jamb into buck age and 15' o.c. max and prior to door attachment NTS Sheet 2. OF 5 g (Pomm 4 12=2� r 1w -----) STRUCTURAL MOTES: °31 _ A. -O" I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 10'-0" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS PATIO/SLAB CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN - PROPER ENGINEERING DATA FOR DESIGN. I - - a I 9. DESIGN LOADS ARE AS FOLLOWS: 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ROOF ( ADS - 47 PSF _ ° ° = = = = r - - - - - - - - -r ° - - O c -I - -F - - - t ° J O BE300000LUMNS, 8LDAYS MIN, 3000 PSI OR LED 4,000EPSII GROUT MIX AT SHALL CIT, PER PERMIT INFO BOX ON SHEET #I I FI I z = EXPOSUREWIND C Filled cell under 1 1 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO ° 1 FI o girder above SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 10, ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, t I 24" 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 1 Rear Patio/Slab r p WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR II. r J to be poured separate O F4 I V from the house slab. - 15ARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I ■ I (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. c°vI RM1 MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, I - I SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I Thicken footing to 5 LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS I FI under x 14"d a 24"L under filled cell � aI if BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF 12. under girder bearing. I OO ° O ° ° CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I A PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" 1 - - - - - - - - - - - - - - - - , , FI STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND BEAMS: 1-1/2" _ win I Rear Patio/Slab to COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY q U c I be Plush with bottom of I ° PROCTOR VALUE. 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. a -0a I sliding door recess. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI `r 1_ mN a I _ Slope 1/2" I 'r- I ,_ 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 7• PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR IL. ALL LUMBER iN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE I ■ PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. i Fi I FOUNDATf ON FLAN ° ° I I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-0" H.B. for before I 4" OR approval proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New p Cx6" concrete slab with fiber esh 1*10/10 WWM on 6 mil Visqueen over I E notation and dimensions before starting construction. Construction. �I clean compacted termite treated fill 3. Soil conditions assumed to be 2500 psf. Should any other conditions be o IFl I encountered, the architect shall be notified in writing for revision Soil treatment used For subterranean termite prevention I� inside the foundation perimeter shall be done after all I ° 4. Verify all recess thickness at Showers, tile, etc.... S. Contractor to filled concrete I U; bar excavation, backfilling and compaction Is complete.1F- vert. 48" provide cell With and at If soil area is disturbed after Initial chemical sod treatment o.c. max. Provide (1) filled cell on each side of openings up to ;'-11" Wide. area shall be re -treated with a chemical soil treatment V Provide (2) filled cells on each side of openings from 6'—O" to 9`11" including spaces boxed or framed. I I - ° '- b o and Provide (3) filled cells on each side of openings from 10'-0" and u p Treatment must be in accordance with the rules and laws ° ■ I n I Contractor to see plans for any other condition used. Foundation walls established by the Florida Department of Agriculture and 1 I shall have filled cells at 24' o.c. unless otherwise noted (see section) consumer services. I �. Contractor to provide for Form Board Survey — Form Board p y be Truss Company Survey y Protective sleeves around metallic piping penetrating FI 0 I ° to provided to prior to truss construction concrete slab on grade floors shall not be of cellulose H.B. 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of 4,_0 a copy of soil test to architect for review prior to construction termicide in annular space between sleeve and pipe. 8. ALL Reinforcing be 60, meeting ASTM A-16 and 1 I. o steel shall grade A-35 specifications. ALL Anchors to be A-301 steel. a 9. Provide a minimum of 3" concrete protection at footings and . F — - — — — — — — — w'H 1-1/2" concrete protection at beams for ALL reinforcing bars. ° A/C I 404 steel Ballard filled w/ Concrete ® 45 bar vert. w/ Thicken edge to 8"x8" IFS I I FQ I I 0 SO" overlap SEE TYPICAL with concrete and 4" concrete slab with fibermesh OR filled cell ECTIONS one #5 bar continuous 6"x6" #10/10 WWM on IO mil Visquren over I c r w m I I ` of each clean compacted termite treated fill I m� J I I o n= 4" concrete slab with fibermesh OR GRADE I ai?4t I I I Inn a LUXLN # on 10 mil Visqueen over _ clean compacted termite treated fill .,,..:...,;.'i ��',�: "•i:' i . , . I `` Grade 1= I' Et! E a FI - - en — � e, — '�• ''-"� — 5„ � -i I - any I °\ \ I PORCH SLAB EDGE DETAIL I I O —IIII III IIII- 14% x 14"d concrete monolithic footing with (2) #5 bars cons. SCALE 1/2" = 1'-0" ° n o 14 FS #5 bar Vert. w/ TYPICAL FOOTING DETAIL 30" overlap IQ U� �- I ° Q CD i i i i i i ° ° Qif W o SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ° 1 X iL I = I 4" concrete slab with fibermesh OR Adjust curb height ECTIONS Filled Cell Masonry Column With One I 4'-6" l I I 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with ribermesh OR 45 From Footing To Tie Beam O I ;;, clean compacted termite treated fill slope. L"xi" #10/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 PSI clean compacted termite treated fill I F5 Recess for I _ u) �I , l #5 bar us bar in curb See Floor Plan For Location - - - - _ u cunt. ]EN O'-0" ®F.F. ° ° ° Garage Door ° ° OO ° ° ° O Step per foundation plan Grade "". .. ;mot" ;�. ....r" FIE J� F F ' ; ...: <.r' ..' .. ;.�; •..f!tY:) —_ 3� -5" 9'-0" 3'-5" 6'-2" II'-6" 6, concrete column block filled Als _ � • • y..' : - e — IIII °_ Sms�le Filled Cell Column wrth concrete and (2) #'1 bars vert. ti into lintels, above — _ 10" (2) #5 bars cont. bottom steel "" IIII l i—i' 14"w x 14"d concrete monolithic NTS footing with (2) #5 bars Cont. la° 14' , 7 ( L)=IAIL. AI L 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel* above Top of f IL" below AK/AU= b I =rL)ULU I SCALE 1/2" = 1'-0" Verify house slab height in field IIBIIIt� IIIV. IIII—IIII- 30"x30"xl6" concrete column footing ullth (4) 1 I II= US bars each wag COLUMN FOOTING DETAIL idol ARAGE CURB DETAIL SCALE I/ 2" x 6" PT wood secured with \ 3/8"dia. x 4" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval C.:ara le L)OOr Jamb uetail GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS t-illed Gell masonry Column with Vne 45 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast. net Stuart. FL 34994 UAAC000032 WLtnne Building Corp. The Grand C Spanish Lakes St. Lucie County Florida a D FOOTING SCHEDULE Mark Sim Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS Q 30" x 30" x IG"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY (4 8"111 x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0"' n I GARAGE LEFT Date Drawn 3-21-I8 Drawn by: C.G.U. Checked by: D.R.B. Revisions : Sheet `,V 3_ 1,12 — 2� OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = ed ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI woad 4. Use nails or screws bald on pressure for roof stated in permit info box on t�ese pans for zone 3 Keli Area Edge Field Fastener Pressur Zone I 4" 4" 8d ring shank '45 psf Zone 2 4" 4" 8d ring shank 1L psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 4" 4" 98 wood screw 112.5 psf ** Use nails or screws based on pres§ure for r of stated in permit inFo box on these plans for zone V Verify with Plan Column to .Lintel 12"x 12" ilumn Block #1 Rebar Provide #5 bare with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel Provide Cast -Crete SUB-OB/OT pretest lintel set in mortar.. Min. 8" Bearing Provide 45 bar set in pre -cast lintel into beam where length of the opening calla for it. I� Provide PT Buck a,l r;;-;� :x :y attached per iamb details into filled cal • it 4" Pre -cast Sill f;.:,;1 1::,'t,i i 7 r-:a `•'-Poured Filled Cell Provide 95 bars with min. 48 bar dfametere overlap in filled cell. Tie /filled cell steal into continuous / footer steel. . ....... Concrete Footing . L'' ,. (sae footer schedule for exact alas) DETAIL AT WINDOW OPENING IN CBS WALL scale: I/2" = I'-o" N SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4' oc. Install Simpson MGT into wall using 5/8" die. threaded rod sat min. 12" into wet beam and (22) IOd nails into truss . Overlap - ' TRUSS BLOCKING DETAIL AT GIRDER STRAPPING Attachment 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 Tggpe 2 felt paper using 8d nails. Substrate to be 19/3Z' CDX Plywood nailed at L' o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21. 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 underlayment installed with min. 4' side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dated on this sheet �\ Additional Precut Lintel bars 1CLEAR Lintel Length Bar Length Clear Span "A" Bars FISHA Bars '-G" i�"'.�• i •>• r r r I r 2'-10" 2'-8" 2,43 none r r i t r� r t----y ----" is. ---- 9 3'-0 3'-4" 2'-2" 2,93 none OF8-OB/IT 8F8-Is/IT 8F8-I5/2T dditional 4'-0" 3'-10" 2'-8" 2 rt3 none .,.. #5 bore ^t,;r, CLEAR•.^+ !� 4'-6" 4'-4" 3'-2" 2,43 none •'• no Row of "H"-;:;':::. ' - Block Above '::: 5 -4 5 -2 41-01,2?t3 none 5'-10" 5'-8" 4'-6" 2,#4 none ,.,•;.^,- ;.•,.+;r:,;' 1 "''' .} ' ;'."' ' Additional rc"�' L'-6" 6'-4" 5'-41, 2,94 mane #5 bars k-__-I 1'-6" T-O" 6'-2' 21t5 none BFIL-Is/IT BFIL-IB/2T 8'-4" T-10" T-O" 2 S none NOTES: ALL reinforcing steel Is grade 40, I. min. coverage of steel-1.5" 2, min. bearing required 9 ea. end=8' 3. standard for relnf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crate Specification Raw& of "H" Block Above " " Bottom steel s Top steel �'i� Max Gravity Load (PLF) Max IJWt Lead (PLF) Max. Lateral Load (PLF) L22 T-2' V-L' SFO-OBAT 1 #5 30L9 1669 1024 L31 2:-L' ON 3'-11. 4'-0" BF8-OBAT I2 #6 256I 1363 163 L45 4'-6' 5'-10' 8108-015AT I 1 #5 1105 409 3341 L60 5'-0' L'-L" 81108-015AT 1 #5 1238 835 121 LLO 4'-8' 1'-6' are-OBAT 1 #5 1011 121 534 L80 8'-O' 9'-4' BFO-I15/2T I #6 2 #6 152 691 612 L90 T-O' 10'-L" BFO-I19/2T 1 #5 2 #6 643 530 1 401 L90B 9'-O' IO'-e BFIL-Is/2T ONE 1 85 2 #5 1633 1183 1401 1_I00 10'-O" II'-4' 8FO-IB/2T I #5 2 #5 502 494 452 LI000 10'-O` II'-4" e11`I4-I19/2T ONE 1 #5 1 2 1 #5 131.6 1028 452 L120 IT-0- 1 13'-4- BF8-I13/2T I #5 2 #5 411 428 324 LI20B 12'-0' 13'-4" OFIL-IB/2T ONE 1 #5 2 #5 1019 110 324 L140 14'-0' 15'-4" BFIL-I131/2T ONE 1 #5 2 #5 1250 Lost 259 LILO IL'-O" IT-4" OFO-I15/2T 1 #5 2 26 300 I92 1414 L140B IL'-O" IT-4" 812I4-IB/2T ONE I #5 2 #6 950 500 194 - 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'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with 110) IOd x 1 1/2" nails — ( 10101ba. u24' o.c.) &upppf�x•'ting Max. plrft Aluminum Drip Edge t Fascia 12" 2" x 6" Sub-F Kaycan full o vent vinyl soffit installed using 1/19" dia shank x 15" long galv. roofing nails with 3/8' die. head per product approval - see chart sheet 41 12" x 12" concrete column block filled With concrete and (2) #'I bare vert. tii into lintels above thicken edge to 8'x8" with concrete and \ one 45 bar continuous BEYOND Top of footer IL" below finished floor 12 4 1/2' Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable and trues with (2) IOd ils at each web A stucco on 3/8' N-rib lath d to horizontal and vertical wood with nails or staples to provide then 1-3/4" penetration into WI mood framing and 3/4" penetration •tieal wood framing members 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 1 III .' ;i:": • ', . —1 I I I, I I I I I I I I, .1 I I I=1 i 1 i=� II111 ii-ii=it—i�=lilt 3 T4plcdl Poured Ca concrete b Poured Concret concrete block I Concrete + Manufacture Flush Mounted S i ro luminum Panel zee per manufacturer Sea Twmcal Stud Detail 1/8' x 3/32' Wing Nut w/ appper manufacturer's Detailse washer and rr II �.IeIW' Stud Detail Stud w/ Die Cast Zinc Nra Nickel Plated Wing Not Detail nts Brace Gable and with 2" x 4" SYP 42 Oft back nailed to bottom Of top chords using (2) IOd nulls at each truss RE-ENGINEEIW_D WOOD TRUSSES a 24"o.c. TYPICAL ( shop drawings by manufacturer ) O W ra N x S Oq cY m �w ., 3 na n 2— a di as ti p O Ec= 0D O to e3 " Q W AiC Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom — of top chords using 12) IOd nails at each truss a R-30 blown fiberglass in bottom chord of trusses p m I -1/2" drywall with smooth finish au o 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 n or Cont. for bottom row over openings 1/2" drywall over I" x furringg ?I strips at IL" D.C. with R4.1 -foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlgg proportioned er FBC R601.1 and Mortar joints shall comply with FBC R4401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) FIII cell with concrete and (1) #5 bar vart. (typical).RF O O 'Max. spacing shall not exceed Strap truss to wall using Simpson MGT with Simpson HETA 20 5/9 dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd either wet set or in epoxy with nails into truss. Add blocking to ( 24" o.c.) supporting Max. pp 9 truss leg per detail on this sheet t HETA 20 1810 lbs. uplift �i ME M For ME OWN 110 0 MOWS a 11 FAA 421 FlAr IT% Eli �1 a - ld4l I a f=LAN HETA 20 a LU O W x s " v D � to ° a a a 2 to di U o c U to 00 E c= OD N M •q- U �y t= O H W 48 unless otherwise noted Wood see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Base spacing at openings — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR OxO 410/10 WWM on Land 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 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. _ ALL TRUSS TO TRUSS CONNECTIONS BY :I—IlllllII, I��I TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION 'ctlon dt Front Forch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE y`r•alo I/�" = I'_n" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Poles BR Load Wire Description arc# arcs 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 #io 40 gal. water HTR 5 L Range #L 12.0 kw 50 2 8 1 120 1 1.8 Its #12 1 Pump 9 1 10 1 onter 210 5.0 kw 1 30 1 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A_C. 11 is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 1.4 kw 912 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 -� 20 1 1 20 #12 General Lighting 29 3o Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 -- 20 1 1 20 312 General Lighting 33 34 Extorter GFCI #12 r 20 1 1 20 #12 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 812 Smoke Detectors 31 38 General Lighting #12 1 20 I I 20 #12 Bathroom GFI 39 40 General Lighting #12 s are 41 42 5 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt .P12.00O Total(Watts) General Lighting..(3. watt6 6q. ft.)......................... . Small. Appliance. Circuit(s)................. ........ . . ........ Range ........... ........ _.............................I........ .Microwave..................................................... Diafi Washer Clothes..Washer........................................ „ _.,., P ................. Water Heater Water. Pump......... , .. .......... .... .Garage,Door,Opener........................................ 11355.205 2 3,000 I 12.000 1 1200 1 1,500 1500 1 1.200 1,200 I 1 200 1200 1 5,000 5,000 1 4,500 44 500 1 1800 1800 1 810 810 Total Watts 31,415 First 10000 Watts e100% 1 10.000 10,000 Remainder 21415 e40% 1 0 10,946 Electric Heat or A/C 10,000 91.5% 1 10,000 10.000 Calculated Load Watts 30.966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps E1ectrlcd1 S mboI Legend S Single Pole Switch ® Recessed Can Light SS Double Pole Switch ® Eyeball Recessed FB Push Button Switch ,SS Exhaust Fan =49Duplex Outlet , Gaoling Mounted Light ==O Special Receptacle O- Wall Mounted Light aterpr groan fault circuit t&rLight with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monoxde Detector 4& Flood Light TQ Thermostat m Electrical Panel © Central Vac r=� Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack AC nsc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up Intercom ®= JUNCTION BOX TO SUPPORT A FAN V = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: 10 CFM IOxl0X6 MASTER BEDROOM 163 CFM IOxIOxG 12xl2x9 - B/A CLOSE Soffit $[AATH AiC Meter 150 Amp Panel PATiO/SLAB I I G R AT ROM I 12xi2x9 B/A Center Registers 4� i 10 CFM on telling fan IL9 CFM �1 IOxIOx 1 IOxioxl 12" DINiNG ROOM L------ - W.H. 22' x 54" Attic Access with light L - - - - - GARAGE r----------------- I I I I I I I I I I I I 1 I 1 I 1 I I I I I I I MECHANICAL L /4Nr 0 U T SCALE: 1/4" - 1'-0' I. Use copper wire only, no aluminum. 11. It is not the intent of these plans to show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical system and provide all service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance with the N.E.C. and L. 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. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectivelyy 10. A/C Refr1 erant lines that are run thru slabs must be sleeved in PVC g q y rounded as required b the latest edition of the N.E>C. 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 by a licensed electrical labels where applicable. contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testingg, and 21. All equipment and panel sizes shall be verified before re requred inspections including blower testing whe. 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 by others. duration of the work. IL. Contractor shall guarantee all materials and workmanship 23. Ail raceways and pipes placed in or through any concrete free of defects for a period of not less than two years 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 9'-1" 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 HB Vent thru ---- 232 CFM 12xcxl SECOND BEDROOM I 14 12x12x8 �1 B/A COVERED PORCH A/C disc. AM #2/0 Aluminum Peed I 'h' Conduit PANEL M TE AHu 2" PVC f FPL 2" rigid service FPL Bare #L cappe re to #5 cont. 1l;,mIn slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GF Install owlet under disc. N not shown or clarity A/C Meter IL" MASTER BEDROOM OPTIONAL PATIO/SLAB ,'Covered Porc�i�� WP GFCI 1 \ I \ I --I V•u I Smoke / Carbon G R AT Monoxide Detector R G� OM Combo O S I i I I I 1 �I I Tv I 1 =8 II I II I !I DINiNG -`� GFCI I --, I I ROOM FC ` GFCI GFCI /i KITCHEN t - ,amok€ L Cerbsn - S Monoxide Detector Gombo c� © / /24" is 3'-2" - 3'-2„ IFNines X l/ GFci 50 CFM ` F N 971GF51/ / n 42" GFCI w.H. 22"XS" I Attic Accew L with light I \ J 150 A R Poptticnal panel location Pull chain \ light in attic 92" GFCI GARAGE II Garage /VIjJ J1 Door Opener r-----------------� I I I I I I I I I I I I I I I I I I I I I I 1 I i i i ME CLO LECTRICAL PLAN Cente t \ Lt-� ``\SECONL`�� ®s T„ BF-DROOM / Win GFCI \ COVERW!� I-1 ' PrJRICH i SCALE.- 1/4" = 1'-0" Attic Ventln CaICUIatiOnS FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.1sq. ft. required Provide A Continuous Vented Soffit Post Light with Photo cell I H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light Braden it Braden A IIA4, FA grins Building Corp. Date Drawn Revisions Sheet Architects - Planners 411 S.E. Coconut Avenue The G r d n d Carlton GARAGE LEFT 3 b Drawn b Drawn y: F. Tel : (112) 281-8258 C.C.U. Spanish Lakes St. Lucie Count Florida Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Checked by: D.R.B. a+.....+ Cl 2AQA/ itAAP"nnnn'17 OF 5 mm 12-2r" A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. 30' Span or less A 60 degrees or less 4 -- 1 /2 —► ids Line span approx. Truss must be set th,s way if crane used. i.uss Is an examG�e. Your truss may not match. �sist crane op sector sets truss this way. 30' to 60' Span A Spreader Bar ,1a9 4— 1/2 Approx 2/3 to Lme 1/2 of Span REFER TO BCSI tss must be set this way if crane 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 A are installed. A A I F=Z " A" K:Z> I_ F= F-2 N O T IE= 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 For Truss to Truss Connections see hanger/connector schedule in engineering package. Carrying Girder - Nails must be as shown. Guide tabs o Dome angle nails. 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 upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL 12 4.00 F-- 2.00 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' IN LENGTH A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT ,i:AIPRICATION AGREEMENT* ros ba wYyou, dq4t.d' dd ar!rW.y_"rr bt±2l6d!1l!sIyValh_MMp�bss.mOst ro bos res3.aMrbnntw IsMby cd yb dor.esidweaL(L02 Q. row r sewn 9 psaplpt . ales s wi0pat b tjlrrpe r Mrlepq sMs,mede frj . ONiHydtltAiEOPKhaltkafataNNaMalgbatlrpdbyarllMn hura r-matW CRM b oust bee,Thn of re .m Mosel k% or If 9wasslt. tease — pda, blrotoe M a Mlles, on dslrery eMd peld tdrlln McNees of MNlrely.• ma. be tneds et sdtdlld dsb'br leN.y r b.ry Msroot 1Nyety Or tehrkabd fusses The [stdsfetglted sPsss to pq Creisbara.Tpse Mlhom;Il. b. broolwiar tl wai d pgew+na tiney arc. 1-0a x permmm.yyos Idleipetr/ W sdddrarYsururrotpsbrweibluds• . atlgslusatrpOrYeroe+wsoaaieshedetoM.OhAse.pn.lwdbrrm.+wWn. • W"bt tgtlsldwom Ofarmbers Toss etm.11ae as for siewftm tlwetw tte tsbselpsd '•al.r'�' "'yTn.. M mywwx mo"=0o.w.atd emu •ra u Yw16Aa ID owed b btdebber a bduarw tees. r dshur Is ind"�v"d •Yl•es a pry alto tepgr'�"1psyrtlss for a11ssY b slea by ale'10. Y�ers.MR giB= wrc4ritro thls.Q..a.R, a Osy1Mt0erststP•dee s.lee sld rs syNM 6dCou17. sepaer�imwW SblldsldAd Rrwtehp Mete) t'gme Callsd.d Wood Tttl.w '1 FOR TrrtF t = Mump[a ply bum" nxW be fasanad woodwr per �utaarkm before emy are Wit; 60m to do so an rWwllln toot cogapiii.. Temporary and perimane rt brac" are requhed and can serve No and property and b the risporwlbMW of the truss erectoR Study flw cottbats off 6 (ceded on ds9very .:7Ylisasmrtb.satwtdbtaoedpl�drsbrbptaserttilryr3dirapa Threes 4tust be ad plumb and square Do YM*et boob or aback of plywood, rootbto matelot o►any 6pwi 0011101111 1 ated loads on fumesr this can cakws coUaoi& DCNOT SET TRUSSLCS USING THIS LAYOUT • USE LAYtWT DELNEM VM TRill To SE7` TRUsm CHAMBERS TRUSS INC 3108 Oleander Avenue FortVier6% Floilda W8Z"8= 800-551.5932 -."Puce 772.486 2012 Fau 77141111S 711 v_.., nssrls 772a89-M12 Stud /=1486,33= ° The Architect Architoct's . ;�reaentativu'- Shop drawing approval is NOT a - -- - -..-. - "double chock" of the contractor. The contractor shall remain responsible for checking field maesurem into and other oonstructlon criteria. Architect's approval covers general roof shape, review of truss stroppin and loading an structure from gravity d pllft lands and their res, e t atlons, Approved By:- Dato:--_ _ • 920/93.2 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 3 Loading in PSF Roof R.D.L. �°• _ Top Chord Live 20 Top Chord Dead 7 4.2 c to I Bottom Chord Live 10 Non -Concurrent E c,11 2 Bottom Chord Dead 10 3 ° w m TOTAL Load 37 72 m Duration Factor 1.25 'o Wind Speed 165mph o _o Top Chord C.B. Sheeting by builder. a Bottom Chord C.B. Sheeting by builder. Highest Mean Height 14'-W v Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA 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:04/24/12 Revised:02/21/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INrn&S EACH PAGE M11323 e�U