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HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONGulf Coast Supply and MPG 5v Crimp Metal roofingFL #IIL51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.50 wood screws with self sealing washer at 12' a.c max apacing over ASTM D (tgpe 2) 30 Ib Pelt underlagment installed with min. 4 ride laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails s�aced L" o.c. at all laps and two staggered rows 12" c.c. in field. Attach IG� fin }n,aua uamn w Mw�L,w�wt apt w. nn +L.a sL..i b/ b.. thICK cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION FILE: COPY ST. LUCIE CU TY REVIEWED ,pR CC FLANS Prvv SITE OR NO 12" CJ ,ISION `NQr I WILL BE MADE 12 4 1 SLOPE_ SCALE: 1/4' - I'—O' Gulf Coast Supply 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 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin cape and with 1.25" ring shank nails spaced L G.G. at all laps and two staggered rows 12 o.c. in field. Attach deck to trusses using attachment detm on this sheet 5/8" thick light textured stucco on typical concrete block construction - LEFT ELEVATION 5/8" thick x 8"w ci coral finished stucco r Product Approval Submittal Affidavit Oftpoxnfhknig8oheduLftftimDoors, Oaahead Doors, MWft Doom *lnda so a pen TypeNOA/nt Product Model # Manutacturer Glen Attachment method tiara Date Design Prommure of 1.2.3 44 FLU 239.3 Single Hung SH-100 Impact PGT 5/I6" V .t ono a/ arm I elem ptermi r is shall°adherr to eel edge dwtaices .peafad in Product approval + 80.0 PSF - A I4-0330.02 Overhead Geroge Door Model 824/811 i max. ridthh IL'-O' mac height pqg Y «s " c -X" aam e " i j d'�' w ==10 Jt r - ae 0 .e... 10-9-21 + 50.0/—LO.O par B FLU 1404.l Fiberglass se noeogth Pro Jeld-Wen 81co V " die. an with era L25• e�b�dronL e< 3 free eemen and'li5' ae. mac tMrealter in brad an�mbs. ± 50.0 PSF C FLU 251.5 Sliding Glass g Door Series li0 SGD PGT I" Mori Tope "GSA" V4' topc r/ em. I t3/Ir penetration o b� IW Pr t sPW°va arcraetor chair( adhere to am. 2 I/2' adga dstanees specified m Product approval + 40.0 PSF Product � Model # N=Ufaottn+er Attachment Method TffiT � reitica �� Design Pressure of Akavved Torts i(ulliGna FL# 261.1 1' x 2 3/4' x .315• FGT Install per fastener type end �aeings shown in Table IA and 113 in product approval an *Met 5 or 22. + 58.0 PSF Roof FLU IIL51.12 5Y Crimp Metal Roofing g GaIP and Coast Supplg manufacturing 2i aa. 5v err metal rodmg attKMd S plywood deck using $4 x I5' wood swc wit asN saaYng masher at lit' ae. max nacmg over ASTM D (typa 7' 30 lb fait ederlayment retailed with inn. 4 mid Iapa and L' and i r stoned with correaon reactant tin and nth I. °5" men nab Zeced o.c. at am III apd two ��a our 2d rpm IZ' D.C. m rpsld. Attach dock to trusses timing attachment datel-on red plan - 108.5 PSF Siding Stucco on Block Soffit FL# 121418.3 Model T4 12" vented Yingl Soffit Kagean Install using 2' x 2' battens at L' c.c. screw to sarit framing using 38 x 3' wood strewn at each tnm& Install s�fd to battens using 0-12N An. x IV lam ring shank naile head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record Or, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II651.12 roofing 2G ga. 5v crimp metal attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 Ib Pelt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet yin W V yW 4 SLwc block constructiononreLa finished stucco bands REAR ELEVATION .I.- F.- V A T I O IN RIOT = S: SCALE: 1/4' —C' - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. SCALE: II - 1'-0" 12 4 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L a. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woodq screw* with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and V and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced L' c.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Sam /8" thick x 8"w cut oral finished stucco bands y8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using 8d nmis. Substrate to be 19/32' CDX Plgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. L� la„ la° �. ® Elm ® 2 ■ n „ 5/8 thick x 8 w cut ®®®® coral finished stucco bands 5/8" thick x 8"w cut b coral finished stucco ands A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATION 2" x 4" top plate II ' I/2" drgwsll ceiling on truss bottom cord i/2" drgwall on x 4" studs at IL" o.c. SCALE: 1/4" - II Finish Columns with 5/8" thick cut coral finished stucco bands SCANNIEL, BY 3t. Lude CI91Sf* 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 BuildinI Deign Is: Enclosed Risk Categor . II Wind Velocity: 145 mph ultimate Mean Roe Height: Rod PitchsQ2 Internal Pressure icient: tole SubJectabdity to damage from: Weathering: Negligible TermrteaVeru Heavu Width of Rod End Zone: 3'-4' Wind Speed: IL5 mph ultimate Wind Exposure Clafor for Exposure : C gh 1.21 x OA - O.'12L A D deng n Adjustment factor for E owre Heights gg Load Combination: ASCE '1-10 Section 2.4 DL+LLi ZDL+O.LWL; 0.4 L33+O``A L Components t Cladding Wind Pressure (NET) R Zam: 1� +20 L%-61 O psi Rod Zones F +20.6/-84.0 pal Components t Cladding WaN End Zone Width: '— Components t Cladding Wind Pressure (NET) Wall Zones 4.t�5.8/- 8.'1 pal p - Root Zane I Wall Zone: S. +35.8/- 1.8 pef Walls Zane 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? yes, -Rod Zone 2 Continuow Load Path Provided?_�ss ®Walls Zone 5 2° x 4" P.T. bottom late Are Components an Cladding Det�Ta ss Provided? Yes END ZONE base -board �- / P Minimum Sal Bearing Pressure: 2500 on. Presumctive: x Bu Test: eai \ 4" concrete slab with fibarmesh OR VxL° #10/10 WWM on L and Yisqueen over clean compacted termite treated fill interior Non -Bearing Partition nts ROOF LIVE LOAD: 31 pef ROOF DEAD LOAD: 10 pelf JOB ADDRESS: \"�"\`�\ \o, -6"ZS .rI - Rrn Comer Zones od Zane 3 FLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam. Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 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 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102.3.5. 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.= 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 Ra02.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door WH- = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 er FBC 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than '450 per F 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 materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, Ci9, C415, C514, C630, C931 C%O, C1002, CIO,41,Cll11, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member spacing MaxM fastenersng Nail sizing options for installation of drywall into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/1.4' head 0.098" diameter x 1 I/4" Iongg /2 annular -ringed or 5d cooler nnl OR 0.080" dia. xx 1 5/8" long with Walls Either IL" an IL" Direction 15/64' head OR G psum board nail 0.08L" dia. x 5/8' with 61/32' head. Ceding Perpendicular 24" 1" 12" 13ge 1 5/8" long with 19/44" head 0.048' diameter x 1 3/8" Iong „ annular -ringed or Ld coder nail Walls Either IL" 8 " 1L" 0.092" dia. xR 1 1/8' long with Direction 1/4' head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/L4" head. IF--� CRASH POST DETAIL N.T.S. 34" high by 4" diameter steel crash post. Floor Flange with 4 - 3/8" ex ansion bolts into slab (3/8"t 50 ksi steel plate) 6" 2h" 2'h" 0 2 �h v R302.9.1 BC R302.9.2 I" x L" P.T. Buck block with case har< prior to door attacl Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20.' o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. from each corner and 20" ox. max thereafter at sill per product apprc 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.I 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 the in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 8.4. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #11651.12 24ga. 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 aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails :Paced L ale. at all Is ps and two staggered rows 12 o.c. in field. Attach dpeck to trusses using attachment detail on this sheet \ Simii�paaacrnii.HSEnThAp 20 or equal uRhi (li7•) 1@col x rive nadawe ( 24" oc.) orting Max. 1810tbs. u 1p ift .� Aluminum Drip - �J Edge kFascia //- 2" x V Sub -Fascia Kaacan full o vent vinyl soffit i using 1/8' dia ehenk x 1.5" long roolug nails firth 3/e' dis. hood product approval - we chart a1 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each Pilled call Grade al 12 4 7 TYPICAL SECT PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) R-30 blown fiberglass in bottom chord of trusses I/2' drywall sith smooth finish Two rows of beam block filled with concrete end (1) #5 bar cost. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drgwall over I" x furring -strips e{ It.. Ole. with R4.1 fI-foll insulation on typical 8" Block walls All drywall to he installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. zo Mortar to be Type "M" only proportioned per FBC RLOZ.I and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) Fill cell with concrete and (D #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermeah OR Oxts" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill I l l lllli��,llll"" 14" x 14" Concrete footing with (2) #5 bars cant.and #5 I � transverse bars et 48" o.c. 1/2" = I'-p" to Masonry Beam nails Head fixed door sliding door E's 1 1/2" AREA CALCULATIONS Living A/C = 1446 sq" ft. Front Porch = 141 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 119568 2' VTR JL I I I 21' VTR Mastery/� J� Bath i I iLa2v. I 2' I Lay. I 4' 1 2' V W.C. I ITR Sher.3•KR 8aikKitchen2' I I LEY. 3• . w.a Bath #2. 3' C.O. To septic PLUMBING RISER I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Well Bottom Trac Typical Flooring Sill Install SGD thru buck into block with 3/I4" tap -con with S l l d i n g 1) OOr D e t a i l 1 1/2" penetration at L" o.c, max. from each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rou h O en. Window Description PRESSURE ZONE I. 4'-5/a"x 5'-3/a" 54/d'x 113'4" Single Hung ZONE 4 2• C-2/a"x 5'-3 /a" 15' x 63 4, Single Hung ZONE 4 3. '-2' x '-2 1/2" 29 /2"x 38 %" Single Hung ZONE 4 4. 4'-5%a"x 4'-2/e" 1 54k."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 bg contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 1'-O• 108" x 84' Overhead Garage Door ZONE 4 B 3'-0' X 6'-84 41 %"x 83%0 Fiberglass Panel - Inswing ZONE 4 C C-O" X C-8' 14" x 81 ''/,° emu°'.°ai Sliding Glass Door ZONE 4 D 2'-0' X C-8' Solid Core - Wood - L-Panel -Bi-Fold Firushed 24' x 81 E 2'-6' X C-e' Solid Core - Wood - L-Panel F 5'-o" X C-e' Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x V-8' x 1 %4" Solid Core Wood. Steel, or Masonite Door H 2'-e" X C-8" Solid Core - Wood - L-Panel J 2'-6" X 6'-8" Solid Core - Wood - L-Panel - Bi-Fold K X-8' X V-8' Solid Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet #1 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 bg contractor filth manufacturer s specs prior to construction 14' -O" 9' -L" OPTIONAL (2-i PATIO/SLAB EGRESS 12'-8" 8'-C 12" x 12" Concrete column / block Pilled with concrete and (2) #'i bars vert. tied into lintels above Covered Porch lV o -7777 N o o eiisimmmo711710 ° MASTER 1 uVc BEDROOM 1 ° 0Dr ��0 inn 8'-O" A.F.F.8'-O" to 9'-8" A.F.F. Vaulte Ceiling u) Flat Ceiling 1 e GREIAT o ROQM _ir O 1 N Rod E helf-O"116' T6' ° H.B. r1 Vanity to a l i I 110 '- 1 N N ° Y 1 ° C L O E l 's 2" x L" knee -wall 8' O" to 9'-8" A.F.F. r 1 W below counter top 1 Vaulted Ceiling 1 I DINING 1e• A- - - J g.. cBINE Rod F Shelf /he F I ROOM 0 al p< ® 1 _ A T H ♦♦ F ° ° 1 34 Y, Vanity ° gh be O° l ° 411"Well 9t Il'-O 3/4„ = H in KITCHEN Vent Dryer � through wall L - iv I - - _1--142-" - - Overhang - H Flat Ceiling ° ° l c-O Upper cabinets to D C ext nd over ReP. 3'-0"4" n 2" filler- I iv I E BATH J96 -f L =-M �-V-f_III1 Rod t Shelf O A/C R-n 6ateylarYtiah I / 4 4 Steel Mallard #I See detail oA Sbia_shawL22' x 5Provide auto Attic AaaI nthcloser � _ _ -110 Amp 4" '-o" Meter P nel o si GARAGE EnRGEN Y A.F.F. Ul I Mt IRV Flat Ceding r N � 6 ° I or----------------- i 1 Block wall in -1 1 garage to be struck block O I i I I � I I I 3'-5° Install windows thru buck into block with 3/I6" tap -con with I I/2' penetration at V ac. max. from each corner and 20.' oc. max thereafter at ambs and 20" o.c. max Exterior face at head and rill per product approval of wall -\ / \ Buck to be 1' x 4' PT A.F.F. IV Flat Ceding SECOND m BEDROOM -ell Y; 0- -EGRESS i in N in i<1 i in N i ao O C V E R D 12" x 12" concrete olumn block filled PORCH with con rote and (2) 1 bars vert. tie 6' 2" / into lintels ill- bone L,11a ;n 9'-0" 3'-5" 3'-4" Exterior face 4'-2" 5,-4" �1412 '-6" Attach buck to block wall with 1/4" dia. Elco cone screws with min. 1 1/4' penetration at 12" o.c. max and 4' max from each corner thru 2" x L" PT Buck 40 V- I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT ae Wood screws thru jamb into buck lock with case hardened made ON ALL JAMB, HEADER, AND at each hinge and 15' o.c. max and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden t Braden AiAe PA Winne Building Corp. Date Drawn Revisions : Sheet Comm # Architects - Planners GARAGE 5-23-18 5-23-18 Smoke detector revision-41-1 S.E. Coconut Avenue The Grand Carlton LEFT Drawn b • � 2. 12 - 2 � Tel : (112) 281-8258 C.C.U. Spanish Lakes St• Lucre County Florida Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Checked by: Stuart. FL 34996 #AAC000032 D.R•g• OF 5 STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4.000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 4 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4X4 10/10 WELDED WIRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. -I• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-I6, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WiTH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. FOUNDA710N FLAN I An Chan as to plans must be submitted to the architect SCALE: 1/4" = 1'-0" foryapproval befre proceeding with construction. 2. Contractor shall be responsible for verification of all Termite Protection for New notation and dimensions before starting construction. Construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be for revision Soil treatment used for subterranean termite prevention encountered, the architect shall be notified in writing inside the foundation perimeter shall be done after all 4. Verify all recess thickness at Showers, tile, etc.... excavation, backfilling and compaction is complete. 5. Contractor to provide filled cell with concrete and 1 #5 bar vert. at 48" If soil area is disturbed after initial chemical soil treatment o.c. max. Provide (1) filled cell on each side of openings up �� to 5'-II" wide. area mall re -treated framed. chemical soil treatment Provide (2) filled cells on each side of openings from -O to 9 -I1 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. 6. Contractor to provide for Form Board Survey Form - FBoard Surve y Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose 1. Contractor to provide for soil test prior to construction and provide containing materials and shall receive application of a copy of Soil test to architect for review prior to construction I termicide in annular space between sleeve and pipe. 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar Vert. w/ 30' overlap -- at each filled cell 4" concrete slab with fibermesh OR L"x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I I =I I I I III I I I I_ 14'w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" i ITYPICAL FOOTING DETAIL SCALE 1/2" = 1'-O" „4" concrete slab with fibermesh OR 6 xb #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per a foundation plan Y � 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2' = 1'-0" 12' x 12" concrete column block filled with concrete and (2) $1 bars Vert, tied into lintels above Verify house slab height in field Top of rooter iL" below finished floor 1�Y II11I ill III III. II I 3011x30"xIL" concrete column footimp with (4) —Ii #5 bars each way 30" COLUMN FOOTING DETAIL 1/2" = I' - Thicken edge to 8"x8' with concrete and one #5 bar continuous L PORCH SLI #5 bar Vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ i 14" 4" concrete slab with fibermesh OR VxL" #10/10 WWM on to mil Visqueen over clean compacted termite treated fill E DETAIL SCALE 1/2" _ 4' concrete slab with fibermesh OR L"Am #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill '-0" a F.F. ARAGE CURB —1111= 14"w x 14"d concrete monolithic footing with (2) #5 bars cant. ETAiL SCALE 1/2" _ 2' x L" PT wood secured with 3/8'dia. x 4" anchor bolt at 18" o.c. overhead door track secured to woad jamb per manufacturer's product approval Garage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location O Gq Sinale Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS m U A IC PATIO/SLAB l -- a _r 1 F� z° L— _ J �L J 24 Rear Patio/Slab tu I O I r to be poured separate from ° from the house slab. O ®I Thicken footing to I I 244w x 14"d x 24"L I Fi under filled cell I _ — under girder bearing. ° O— — _ _ — _ — _ — — —° -� FI I Rear Patio/Slab to be flush with bottom of I ° sliding door recess. I t_ Slope 1/2" F_ pal r- I I �- I I FI I 32'-B" I concrete slab with fiber 6 x6 410/10 WWM on L mil V I � clean compacted termite tr I� I I I 3'-5" ° " M I esh OR queen over I aced fill 4 --------w.H I �I 4'4 Steel Ballard I i filled e/ Concrete®is � o� v I I I >4t I I I E -e 3,s I L ., FOB o w3a \ I e u0 I \ ©I o7 i i _—_—_ i _—i_i—_ i _— — u0° °° I uU I Re eM for ----u r N �I Garage 5oor 9'-O" V-5" --- °- — — — — — — — — ° " J© II'-6" © 6' 12" x 12' concrete column block fille with concrete anodve (2) #i beta Vert. ti into lints s ab FOOTING SCHEDULE Mark am De tarn I 14'W x 14'D MONOLITHIC FOOTING WiTH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30' x I6"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8"W x 8"D IT44ICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14% With x 14"D Curb at Gerage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' Braden it Braden AiA, PA lU nne BuildingCorp.ate � or p� Drawn Revisions : detector sheet Comm # Architects -Planners GARAGE ?5-23--18 Drawn by: 5-23-IS Smoke revision 12 — 2 � '411 S.E. Coconut Avenue The Grand Carlton LEFT � Tel (112) 281-8258 C.C.U. Y Fax : (112) 281-8283 Sppanish Lakes Checked bg: E-mail: bradenaiascomcast.net St. Lucie County Florida D.R.i3. OF 5 Stuart_ FL 34996 #AAC000032 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 '1. Use nails or screws bas d on press re for roof stated in permit info box on t�ese plans for zone 3 Kea Area Ede Field Fastener Max. Pressure Zone I Sd ring shank 45 psf Zone 2 rr n 6 8d ringshank l6 sf Zone 3 " ed ring shank 84 psf ** Zone 3a 6" 6" 48 wood screw 112.5 pat ** Use nails or s rews based on gesture for r of stated in permit info box on these plgns or zone Concrete i Lintel Column Verify with Plan 12"x 12" 1r—MColumn Block �l Reber Reber 48 Bar Dia. Min. Overlap to Lintel Attachment Provide 85 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel Provide #5 bar set in pre -cat lintel into beam where length of the_ opening calls for it. Provide Cast -Crate SUS-OB/OT precast -- -- -�- --- lintel set in mortar--.- Min. 8' Bearing -- -- - - - - - --- 1 J. i ( I I I 1 r i iI i Provide i P tilsh�Mtl�T Buck eaoiledcol i I 4' Pre -cat Sill Filled Call Provide #5 bars with min. 48 bar iameterm overlap in filled cell. Tie Bled call steel into continuous Concrete Footing -. +- 1• + L r,' lase tooter schedule for exact azaa) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" = I'—o'r SINGLE PLY REAR GIRDER TRUSS Neil 2' x 4' bloelun,g to vert. Ip of truss with IOd x 1.5 nails at 4' o a. :r Install Simpson MGT into ad using dia. thr rod not ism. 12' \ into get beets (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/3Z' CDX Plgwood nailed at 6" o.c. in field and edges with lOd ring shank nails into studs. Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal rooting 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 underlayment installed with min. 40 wide laps and V 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 Back to trusses using attachment detail on this sheet A41191% al Precast Lintel "All ll rl #5 bars Lintel Bar Clear A B r ;' :r ',� "i 1 CLwAR Lengtfi Length Span Bars Bars >.. _+? i ? . i 2'-10" 2'-8" I'-G" 2,#3 none -4" 2'-2" 2 #3 none 81118-001AT E28-1111/IT 8F8-1113/2T 4'-O" 3'-10" 2'-8" 2,#3 none _,Additional #5 bars .� eLev� ;»%� .� 4'-4" 3'-2" 2.#3 none me Raw of 'H' :). ) Block Above 'tir?':; 5'-4" 5'-2" 4'-O" 2.#3 none ys ti 5'-10" 5'-8" 4'-L" 2,44 none T! recast Lintel cL.; i { If E, I >' Additions ''r, ( 2,#4 none ---e #5 bars t----e -6" T-O" 6'-2" 2.45 none BFIi-ID/IT BFIi-15/2T 81-4111 1'-10" 1'-0" 1 2.#5 none NOTES: I. min. coverage or steel-1.5" 2. min. bearing required a ea. end=8" ALL reinforcing steel is grade 60. 3. standard Por reinP, steel=ASTM A4I5 TYPICAL LINTEL SECTION If PRECAST CONCRETE } LINTEL SCHEDULE Mark Wiri�og Unit Sine I ast�fiaattwri •H' i3loek Above �et"I m amp g� sire ravay Hsu %) Le�% ELF) MLs�t m (rLF) L22 2'-2' V-0 OPe-OD/IT I e5 3061 1"'1 1024 L31 r ; 4--O' Or8-OSAT 1 a6 260 tM3 Us L45 4'-6' 50-10' eF8-ODAT I I s6 IIOS 104 331 1.50 6'-0' 4'-60 ere-OD/rr 1 a6 123e e36 412 LLO 6'-8• 11-i' eFs-OBIT I a5 ion 121 534 Leo 9'-O' V-4' 9'8-I1111/2T I i9 2 $6 '152 sell612 L10 'r-Om IO'-i' s1me-I8/2T I 86 2 85 1,45 530 401 11.106 T-�O/ '� 10'-0 SPIT-ID/4T ONE 1 05 2 e5 5i5i NN3 401 LI00 101—V Ir-4' � 8-I15/2T I 05 9 $5 6e7 414 462 LI006 10'-O' Ir-4' BLOW-I8/2T ONE 1 $5 1 1 1 65 IS" 102e 492 L120 12'-0' W-4' GPO-18/2T 1 *9 2 s5 411 426 324 L1208 IW-�O/�' 111i 8Fl6-ID/2T ONE 1 *6 2 95 loll 1l0 $24 LI40 W-00 D'-4' eFl6-IB/2T ONE 1 85 2 or, WO Will 251 LILo Ni'-0' n'-4' IIPe-I5/2T 1 a5 2 96 300 Mel M4 LI60D li'-O• n'-4' WIL-I8/2T ONE 1 e5 2 a6 MO $00 M4 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurri with (10) cane Ta o(r I I ay /vsioh miltruess - ( 24' o.c.) su portwng Max. 18101bs. Oft Aluminum Drip Edge t Fascia 12" Kayean full o vent virwl soffit installed wxg 1/9' dia shank x IS' long gals. roofing nails with 3/8' dia. head per product approval -see chart sheet #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to SOW with concrete and one #5 bar continua. BEYOND Top of tooter 14' below finished floor �iii I I'"III 12 4 mto Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable and truss with (2) IOd node at each web hi-mb lath vertmel me to proved •witian wrRo 5/8" thick light textured stucco on tgpical 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 Slone bar foundation clan `r .IIII IIIIIIII—IIII -IIII 11 � I_ IIIIIIIII I I I 11111111IIII—IIII IIII I I I I � � � �_ IIII IIII II IIII 1i1�" Tut,lc�l S�ctic�n Brace Gable end with 2' x 4" SYP #2 8ft back nailed to bottom or top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bill, manufacturer ) N W X IN c 1° L I-. a UJ a =r' ti q 00 () to N ` d w Brace Gable and with 2" x 4" SYP #2 min. aft back nailed to bottom— ot top chords using (2) IOd nalla at each truss ,R-30 blown fiberglass in bottom chord or trusses -1/2' drywall with smooth finish Two rows of beam block filled with concrete _and (b #5 bar cont. in each row. Substitute Car lintel filled with concrete and (U #5 bar cont. for bottom row over openings 1/2" dr well over I" x furring strips a"t 14' o.c. with R4.1 fi-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 Tgpe "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ax. showers, tubs etc...) �1 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 set or in epoxg with nails into truss. Add blocking to ( 2af" o c.) supporting ortln Max. truss leg per detail on this sheet ETA 2� 1810 lbs. uplift -911 _.'r"�i :IjII PAF 11 EMEN! �i �IANIPARMWAINNAWFAR MAIN i iWA WAA a FAA IMA I Avg 11 �Ril li rA EA 11 i WMAN W-ANWAN "WA IN 11 II ' lei � il3i. I I owl 11!r4 i '�YIIliffloilli�i�ims Fill 5 with concrete and O O L /` I �l (1) #5 bar vert. (tgplcaD. f� ETA 2 '48. us nlesanotheelWi nxcdeed see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 6 mil Visquean over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fig — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE Porc Scale : 1/2' = I'—O" Braden t Braden AIA. PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E—mail: bradenaiaecomeast.net N W a � X � R -17 O IQ C Hpaa a =stow; ti °0'0 00 6 _ lD ti7 q'i u-N r ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Wunne BuddingCorp.ate Drawn : Revisions : Sheet p. 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: The Grand Carlton LEFT j( c.c.0 Spanish Lakes Checked by: St. Lucie County Florida D.R.B. Ors 5 Comm 12-2� OPTIONAL PANEL "All Poles SR Load Wire Description arcs erell Description Wire Lead BR I Pales 2 40 1.0 km s8 A/C comp 1 2 AHU 810 3.5 kr 30 2 3 4 2 30 4.5 ka s10 40 gal. water HTR 5 i R si 12.0 ke 50 2 i e I 20 1.8 kw $12 Pump 9 10 Dr er 810 5.0 ke 30 2 Il 12 1 20 1.5 ke 012 13 14 Dishwasher 812 1.2 ke 20 1 1 20 1.5 kid 812 Microwave 16 li Refrigerator s12 1.2 ke 20 1 1 20 1.5 km 812 Kitchen S.A.C. li i8 Recepts s12 20 1 1 20 1.5 km 812 Kitchen S.A.C. 19 20 Recepts s12 20 1 1 20 1.2 ke s12 Clothes Washer 21 22 Rempts s12 ZD I 1 20 0.91 kin s12 Garage Door Opens 23 24 Recepts $12 20 1 1 20 1.4 km s12 26 26 Recepts $12 20 1 1 20 1.92 kw 812 21 28 1 Recepts $12 20 1 1 20 812 General Lighting 29 30 Recepts $12 20 I - 1 20 $12 General Lighting 31 32 Recepts s12 20 1 - 1 20 812 General Lighting 33 34 Exterior GPCI s12 20 1 - I ZO 812 General Lighting35 3i Bathroom GPI s12 20 1 1 20 812 Smoke Detector 31 38 General Lighting s12 -- 20 1 - 1 20 812 Bathroom GPI 39 40 General Lighting s12 ZO 1 - s are 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watta) General Lighting i3. watts sq Pt.) Small Appliance, Circuit(s) Range .......... ......... .................. ................. Refrigerator .Microwave..................................................... Dish .Washer ................................................... clothes..Washer............................................... Clothes,.Drger.,,,,,,,,, Water. Heater.. ..... . Water Pump...............I,........................... Garage,Door.Opener..................................... 1135 3 C205 2 1,500 3,000 1 12,000 12.000 1 1.200 1,200 I 1500 1 500 1 1200 1,200 1 1200 1200 1 5,000 5,000 I 4 00 4.500 1 1.800 1,800 1 810 810 Total Watts Li 31.415 First 10000 Watts e100% 1 10,000 l0 000 Remainder 21.415 e40% 1 O 10.9610 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,964 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 1 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ single Palo switch ® Recessed Can Light Double Pole Batch ® Egeball Recessed Push Button SwitchSr Exhaust Fan Lia D ex Outlet -� Calling Mounted Light spacial Receptacle O- Wall Mounted Light etalpr group fault circuit in Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack e1 Carbon Monoade Detector � Flood Light TQ Thermostat ® Electrical Panel ® Central Vac EEE5 Electrical Meter ® smoke Detector 4�O Ceiling fan ® Television Jack © Telephone Jack A 015C A/C Dnseora\act ® I x 4 Floreacent Light ®.,2 x 4 Florescent Light ® speaker Hook -Up ❑i Intercom Soffit AiC Motor Meter 301 10 CPM IOAOXG MASTER BEDROOM 1113 dX IOxI0xG � Lt B/A CLOSE PATIO/SLAB 12)d2x9 B/A ' 4\L IOxlO FM �erciten I ATH 1 " a 0 W.H. 42Y x 54Y ,/ 1 A towitAccess - `°fit-J 150 Amp Panel GARAGE r----------------- I I I I I I I I I I I 1 I I I = JUNCTION BOX TO SUPPORT A FAN �IECHANICAL L A Y O U T Oso THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-O" I. 2. Use copper were oily, 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. Ia. 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 S. 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 Refri grant lines that are run thru slabs must be 19. The electrical system shall be completely and effectivell A sleeved in VC required b y grounded as re the latest edition of the N.E.G. II. ALL A/C Equipment shall comply with energy calculation 20. All maternal shall be new and shall bear underwriters' 12. All work shall be performed bg a Incensed electrical labels where applicable. contractor, the completed system shall be fullyg 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. p 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. IL. 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 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'-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 12" Registers a for IL9 CFM lowoxl DiNiNG ROOM Ida I iritzA1 18irsm Til ATH ��p I Ili- � 3� I 3:2 i I I rixilix IFM L i Y i-- SECOND BEDROOM WLI 1 B/A� COVERED PORCH A/C disc. 4Mp 82/0 Ahamnum teed 1 %, Condmt PANEL M TE AH 20PVC IFPL 2" rid service PPL Bar aL coppsl1� wire to 7'�5 coot. mar in slab ELECTRICAL RiSER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be venfned prior to construction H.B. Vent thru Braden It Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFi Install oulet i5c. under disc. Aor- clarity not shown Q F #i C Meter MASTER BEDROOM i Ib" OPTIONAL PATIO/SLAB i /'Covered Porc�%, WP GFC1 l 1 1 I \ I I see Smoke /Carbon G R //��A T Monomade Detector R V M Combo 0 s I c 1 I I I 1 1 © !1 I II I II I II I I DINING -�� GFCI I_ FROOM �G ` I 1 GFCI GrZi I I 1 N /1 KITCHEN 1 t-------- /24" 1 3,_2„ 3'-2" Nlnss F / C.M. Detector only per FBC R314.3 / CLOSIE 42' GFCI 1j /WiIiJ W.H. AtJ ` L polt)tIon: 150 Amf Panel \ panel location Pull chain \ light in attic 42' GFCI GARAGE Garage Door l r ----------opener------- I I I I I I I I I ELECTRICAL PLAN r- entei -y=8 ,\SECO90_4 BgDROOM / m� PB WP COVERrar!r / n PORCH SCALE: 1/4" = 1'-0" Attic Vertino Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 1414 sq. ft. required Provide A Continuous Vented Soffit Wurine Building Corp. The Grand C Stapish Lakes St. Lucie Countg Florida Post Light with Photo cell p ow Date Drawn Revisions GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn bg: C.C.U. Checked bg: D.R.B. H.B. Exhaust Duct 'Thru Soffit a W re For Front Post Light Sheet Comm # - j 12-2� B OF 5