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HomeMy WebLinkAboutBUILDING PERMIT APPLICATIONIds Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL u1I651.12 2L 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 Pelt underlagment 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 Iaes and two staggered rows 12" o.c. in field. Attach L a.. a....... . Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 2L 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 Pelt underlagment installed with min. 4 side lops and V and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V III at all laps and two stagggered row& 12" o.c. in field. Attach deck to trusses usina attachment detal on this sheet 5/8" thick light textured O stucco on typical concrete —7 block construction EE 0'-0' = Finish Finish Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands RIGHT ELEVATION SCALE: 1/4' - 1'-0' i�-7 d6 97 ST. LUCIE COUNTv UT DING DIVISION REVIEN.-ED FOR CC'1 P ONCE REVIEW DATE W PLANS AN PE2C`1i UST 8E KFP7 SITE OR NO INSPECON JOB TIONS) WILL BE MADE F COPY 12 4 1 SLOPE Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL siIG51.12 2L ga. a crimp metal roofing attached to plywood deck ug o er x I.5' wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb Pelt underlagment installed with min. 4 aide lope and L" end laps rastined with corrosion resistant tin caps and with 1.25" ring an nails spaced L o.e. at all laps and two staggered rows 12" o.e. In field. Attach deck to trussea using attachment detail on this sheet 5/8' thick light textured stucco on typical concrete block construction - n 5/8" thick x 8"w ci coral finished stucco ELEVATION — Overhangs at — Roof pitch at Any changes for approval Ir - Return ALL /"� /8" thick x 8"w cut oral finished stucco bands V/ V VIIIVw VNV VI NI 06wNb V WTI 6tt Nl4ul NVIIVI G1.G finished stucco bands block construction NOTES: 1'-0" unless otherwise noted on Roof 4:12 unless otherwise noted to this plan shall be submitted to the i writing prior to starting construction. Btucco Bands into Window or Door. = rinisnea rioor 1-------------------------------------------------------------- LEFT ELEVATION SCALE: 1/4' - 1'-0" 2" 5/8" thick x 8"w cut coral finished stucco bands 2" x 4" top plate' I ' 1/2' drywall ceding on truss bottom cord 1/211 drywall on x 4" studs at 14" o.c. base -board --, 11 11 / 2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR OW #10/10 WWM on L and Visqueen over clean compacted termite treated fill interior Non —Bearing Partition nts REAR ELEVATION SCALE: 1/4' - II Plan Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 architect 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood straws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 oc. 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 Od nails. Substrate to be 19/32' COX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss webbing. 12 SLOPE lmh,- I ILM I 5/8" thick light textured stucco on typical concrete block construction ' FRONT ELEVATION 7 SCALE: 1/4' - 1'-0' 5/8" thick x 8"w cut coral finished stucco bands Finish Columns with 5/8" thick cut coral finished stucco bands ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING, CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Bwlding Design ur ry.• Enclosed Risk CategoII Wind Velocity: I15 mph ultimate Mean Rod t Height II111OO' Rod PitehI Internal Proem@ Coefficient. *D'ML � Subjectabilrty to damage from: Weathering: Negligible Termites: Vera Heavu Width of Rod End Zone '- ' Wind Speed: IL5 mph ultimate Wind Expoeira Classification: C �$ Adjustment factor for Exposure Haight: 1.21 x 01 - 0.124 AgiD desiggn�t Load Combination: ASCE 1-10 Section 2.4 DL+LLc DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +2pp,L/-33 ••`` ps Roof 2. Zone: +20.G/-6b psi- Rod Zone: 3. +20.G/-84.0 psf Components t Cladding Wal End Zone Width: '- �'• wone: Components t Cladding Wind Pressure (NET) 4. .��335.8/-338.1 per Wall Zone: 5. +35.8/-4IS pat p WaIRo f Zone I Components tClad Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure? yes ® -Rod Zone 2 Continuous Load Path Provided? Yams Walb Zone S Are Coaponents an Cladding Da a Provided? Yea END ZONE Minimum Sal Bearing Pressure: sr, Presumptive: X B Test: pN - Corner Zones SEE RODUCT AP ROYAL F RIM ACT O E TION PO R —OFElffiNda Rod Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 pal FLOOR LIVE LOAD: -a— pat FLOOR DEAD LOAD.--12- per JOB ADDRESS: U-1->\� -2-,q TYPICAL NOTES: SCALE 1/4" = 1'-0 " I. Contractor to verifg 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. 5. 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. Orgwall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 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 accessibilitg requirements. 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 w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FB 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per 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 complg with F.B.C. R316 - see permit info box of code edition 18. G(ppsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C40' , C1002, C1041,CIIi1, C1118, C1218, C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5) Dr wall ThI'll m s Location Orientation Framing Member Max. s acin of fasteners Ned sizing options Por drywall into Spacing installation of Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/44" head 0.098' diameter x 1 1/4' Iona /2 annular -ringed or 5d cooler nail OR 0.080" di x 1 5/8" long with ." Walls Either IL S. IL" Direction 15/L4' head OR Gypsum board nail 0.084" dia. x 1 5/8' with 9/ 2" head. Ceding Perpendicular 24" IN 12" 13ga 1 5/8" long with 19/44" head 0.098' diameter x 1 3/8" long annular -ringed or Ld coder nail OR e 0.092 dia. x 17/B Ion with " " g Walls Either IL " 8" IL Direction I/4' head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/0" head. CRASH POST DETAIL N,T.S. 34" high bg 4" diameter steel crash post. Floor Flange with 4 - 3/8" expansion bolts Into slab (3/8"t 50 ksi steel plate) 6" 2%" 2 i/e" o n 0 <sia" /� 2�, { 4'"/� 2 � IN C R302.9.1 FBC R302.9.2 IN x V P.T. Buck nailed to Masonry Beam block with case hardened nails / prior to door attachment Install SGD thru buck Into block with 3/I4" 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/IL" tap -con with 1 I/2' penetration at V o.c. max. from each corner and 20" o.c. 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 A13'1.1 20. Cement, fiber -cement or glass mat ggpsum backers in accordance with ASTM C1288, C1325, OR CII-18 and Installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 With an accompanyinAA smo E developed index not to exceed 484.50 when tested in accordance withh Insulation shall complg with F.B.C. R316. Gulf Coast Supple and MPG 5v Crimp Metal roofingFL #11651.12 2L ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5" wood screw& with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underiagment 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 HpEThA 20 or equal withi(4a) lacd x lal/2�'cnalls a 12 ( 24' o.c.) supporung Max. 4 PRE-t4'ENGINEERED TYCAL TRUSSES 181oma uplift (shop drawings bu manufacturer) Aluminum Drip �-""r� R-30 blown fiberglass Edge t Pascia in bottom chord or trusses I/2' drgeall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kagoan full o vent vinal soffit installed precast lintel filled with concrete and (1) #5 uennpp 1/8' die shank x II long poly. bar cant. for bottom row over openings raofsp nails with 3/8' dia. head per product approval - we chart wheat sl 1/2" dr wall over IN x furring strips a 16" o.c. with R4.1 el -foil insulation on topical 8" Block walls 5/8' thick light textured All druwall to he Installed per FBC R102.3.1 stucco on topical concrete ! and shall meet all pertaining ASTM codes. block construction W Mortar to be Tgpe M only proportioned per PBC R601.I and Mortar Jonts shall comp y with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ax showers, tubs etc...) #5 bar vert. w/ 30" overlap PIII call with concrete and at each filled call (D #5 bar wart. (tupical). Max. spacing shall not exceed Wood 48" unless otherwise noted Baas see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on L and Vrsqueen over clean compacted termite treated fill IIII-- 14" x 14" Concrete footing 14' with (2) #5 bars coat. and #5 TYPICAL SECTION transverse bars at 48" sic. Scale : 1/2" = i'-O" Head fixed door sliding door AREA CALCULATIONS Living A/C = 1444 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 I 21' VTR Mastery/� Bath I 24 2' slop. Kitchen2- kLaw.o Lay. septic PLUMBING RISER IN x V P.T. Buck nailed to block with case hardened made prior to door attachment , r, Masonry Wall /2" n 1. ,, - ,,..;.•:,; •.;:.... .... . , _ .. Bottom Track Tgpical Flooring Bill install SGD thru buck into block with 3/I4" tap -con with Sliding D oor Detail I penetration at L" .' max. fromom each corner and 20." o.c. max At Masonrg Wall NTS thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough O en. Window Description PRESSURE ZONE I, 4'-5Ya"x V-3ie" 54Ya'x 63i4' Single Hung ZONE 4 2. 111ka"x V-3 is` 15" x 1.3 i4' Single Hung ZONE 4 3. '-2' x 3'-2 I/2" 21 Yz"x 38 V Single Hung ZONE 4 4. 4'-5 Y8" x 4'-2 %" 54 Ye" x 54 Ya" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X 6'-8" 41 i/4'x 83%" Fiberglass Panel - Inagang ZONE 4 C L'-On X L'-8" �4" x 81 '�," .%ta Sliding Glass Door ZONE 4 D 2'-O' X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %' E X-6' X L'-8' Solid Core - Wood - 6-Panel F 5'-O" X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8' x C-8' x 134' Solid Core wood. Steel. or Masonite Door H X-8" X C-8" Solid Core - Wood - I. -Panel J 21 X V-8" Solid Core - Wood - 6-Panel - Brfold K 2'-8' X L'-8' Solid Core - Wood - 6-Panel - Bi-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 #I All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction 9'-6" OPTIONAL n PB EGRESS E N ° MASTER UC BEDROOM mo a,-O" A.F.F. IRV Flat Ceding a „-e) A/C Meter E0 9 Rod t'Shelf -O" 6' 4° (�/amit to 6e v I s 34 Y2 hig Q I to LO E I� I gC \ ��A I Rod IlI-N \�1 Jul ATHKIT O--� N - 8'-O., A.F.F. O Flat Gelling -O 10 -5 Upper cabinets to exi, nil over Rep. Q �I .r. slap I Wmt 12" x 12' Concrete column / block Pilled with concrete and (2) #1 bars vert. tied into lintels above Covered Porch 8'-0" tol9'-8" A.F.F. Vaulteld Ceiling GR AT ROOM I I I x L" knee -wall e I O" to T-8" A.F.F. counter top I Vaulted Ceding I DINING ROOM I I ♦♦ Vanity to be 34 Y, " high (410) 9Y," I X-O 3/ ", R-II6ettWatlah - l u n _ 4°i6 Steel Ballard W.H. 1 See detect aA AIL ahaaL i 22' x 64' 1 F t_t Ul in Provide auto I Attic k °L y p I closer � - - - - - J I Q - y 150 Amp 22" P nel a GARAGE O '-4" A.F.F. Flat Ceding O N r----------------- i I Block wall in J i gerage to be I struck block i I I ®if I 9'-0. 15'-10" Install windows thru buck into block with 3/I6" tap -con with 11/2" penetration at IN cc. max. from each corner and 20." oc. max thereafter at jambs and 20' o.c. max. Exterior Pace at head and all per product approval of wall ---\ / \ Buck to be IN x 4" PT r I o If L a�J lam) r `� i 0 �I� �I�l Rod t Shelf 8'-O" A.F.F. Flat Ceiling SECOND BEDROOM r 0- -EGRESS e i =1 0311-111.1 O VER D12" TmnC x 12' concrete dblock filled O FORCH with concrete and (2) #1 bare vert. tie O 6' 2" / into lintels II'-L" bove 3'-5" 2'-8" 2'-8" 4'-2" 5'-4" 3`-4 3 E 34'-0" 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 wall 2"fx L" PT Buck of l n 0o Nr IT - Buck nailed to INSTALL VULKEM BLOCK SEALANT #e Wood screws thru iamb Into buck case hardened nails ON ALL JAMB, HEADER, AND at each hinge and 15' o.cmax and Detail at Windows prior to window attachment SILL BLOCK PRIOR TO BUCK Detail at Door prior to door attachment INSTALLATION NTS NTS Braden 4 Braden AIAe PA w nne Building p' COr Date Drawn : Revisions : Sheet Architects - Planners G E 5-23-18 5-23-I8 Smoke detector revision 41-1 S.E. Coconut Avenue Grando h Carlton LEFT Drawn by: 2. Tel : (112) 281-8258C.C.U. Spanish Lakes St. Lucie Count Florida Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Checked bg: A.tgciL Lteer�nnnna0 g D.R.B. OF 5 Comm # 12-2� B r-1-7,7 - - - - - -i y I I\1.1`%� I 1.1I\Jett IX%.J I I.-%7 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/ 4X6 10/10 WELDED WIRE MESH REINFORCING ON 4 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE =loci, 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -Ili, t 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 I400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" for approval before 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 encountered, the architect shall be notified in writing for revision Soil treatment used for subterranean termite prevention 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 U to 5'-11" wide, area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from 6'-0" to 9'-11" including spaces boxed or framed. 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 Board Survey 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 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 VxV 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ;O E . 1— I _I I I III I_ 14'w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" TYPICAL FOOTING DETAIL I _ALP 1/'2" = 1'-G" 4" concrete slab with fibermesh OR 4"xd" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cunt. step per o . foundation plan IL as .-:•'...,..•;"'... ' 101, (2) #5 bars cont. bottom steel 12" 2 DETAIL AT GARAGE STEPDOWN sr_ALP 1/'2" = P-e)" 12" x 12" concrete column block tilled with concrete and (2) 81 bars vert, tied into lintels above "' Verifg house slab height in field Top of footer IL" below finished floor 3O r - COLUMN FOOTING DE Thicken edge to 8"x8" with concrete and 4" concrete slab with fibermeah OR one #5 bar continuous Vx6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill GRADE m ;r III 8" N PORCH SLAB EDGE DETAIL SCALE 1/2" = ]'-Off #5 bar vert. w/ 30" overlap at each filled cell EE TYPICAL ECTIONS Adjust curb heloht Filled Cell Masonry Column With One based on gar. floor 4" concrete slab with fibermesh OR #5 From Footing To Tie Beam slope. 6"x6" #10/10 WWM on 10 mil Visqueen over Cone. Fill To Be 3000 PSI #5 bar in curb clean compacted termite treated fill See Floor Plan For Location 0'-0" m F.F. Grade T1 7 TT I O i° ao •_� z =7 0)1 _I,.IIII Single Filled Cell Column — 14"w x 14"d concrete monolithic NT$ footing with (2) #5 bars cant. 14" Filled Cell Masonry Column With One GARAGE 14 CURB DETAIL #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI SCALE 1/2" = 1'-0" See Floor Plan For Location 2" x 6" PT wood secured with \ 3/8"dia. x V 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 �-r r� IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 9B E-mail: bradenaiaacomcast.net I 14'-0" l_ 1 _' I e,�h' 1 20'-0" I J PATIO/SLAB - I ZL --- © FI _77© J died cell under girder above i I I 24„ 0 Rear Patio/Slab I r J to be poured separ from the house el I n 1 ° Thicken footing to 24"w x 14"d x 24"L I under filled cell I ° under girder bearing. ° ° ° I L__ _t °I u I Rear Patio/Slab to U be flush with bottom of 'a u I sliding door recess. ! 2 I Slope 1/2" u °I I I I °I 0 r 0 v- 4'-O" #1 32'-8" I I 4" concrete slab with fibermesh OR 4"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite tr ated fill ID I I I I 3'-5" 4'$ Steel Ballard � filled w/ Concrete 001 I o i IFQI ay aW� Eav I I >� I I rEE I I By v ,J q 0� U N30 I ° 0 Z U F5 I # iu W I iL 1 o e e I I I I FI I I I° FI � I I I° I \ i \ I° \ I -T-T-T-T-T-T- ° I I I I I I = �I rL O I ° Re�eu 91 -- v- J° 18 r- l (r4 to r 1 l Garage Door Wynne Building Corp. The Grand Carlton S anish Lakes S . Lucie County Florida 9' -O" ---HIT-1--------- ° 12" x 12" concrete column block fills with concrete and (2) #1 bars vert. ti into lintel& above LV FOOTING SCHEDULE Hark Sue De lien I 14"W x 14"0 MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x li"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY slow x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®With With x 1b a Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" Date Drawn ; Revisions : GARAGE 5-23-18 5-23-18 Smoke detector revision LEFT Drawn by: C.C.U. Checked bg: D.R.B. Sheet Comm # 3 12-2� B OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2" S. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on press re for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener MaxPressure Zone I 8d ring shank 45 psf Zone 2 6" Sd ring shank -16 psf Zone 3 8d ring shank 84 psf ** Zone 3a 4" 4 1#8 wood screw ,112.5 psf ** Use nails or s rews based on res$ure for r of stated in permit info box on these plans for zone Provide $5 bars with min. 48 bar diameters overlap into beam. Tie filled call steel into continuous beam block steel. Provide Cat -Crete -r OU8-OB/OT precast - -- lintel set in mortar-_- _ Min. 8' Bearing -- i Provide its bar set in pre -cast lintel into beam where length of the opening calls for it. eed PpT rBuamb ` I —Poured Filled Call into filled cal 4" Pre -cast $III Provide 85 bars with sun. 48 bar diameters overlap in Filled cell. Tie filled cell steel into continuous rooter steel. Concrete Footing ,," 1,; ; '::: a. -` - L'' • (we looter schedule DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bloclung to vert. leg of truss with IOd x 1.5 nails at 4' o.c. Verifg with Plan Concrete " `r Install Simpson MGT into mall using Lintel 12 x 12 X. ZLi5/ met b� ad rod) wt min. 12 Column BlockLZ a (22 IOd nails into tress In Rebar Rebar 48 Bar Dia.4Mm.Overlap TRUSS BLOCKING DETAIL Column to Lintel Attachment AT GIRDER STRAPPING AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager ASTM D TgpB 2 fait paper using 8d nails. Subb strata to be 19/32' CDX Plgwood nailed at L o.c. in field and edges with IOd ring shank nails into studs. or CN J=,.j) AN SCHEDULE Mark Size and Description Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #1I1.51.12 2L gn. 5v crimp metal roaring attached to plgwood deck using #9 x 1.5" undrl scaling ten talled" with minx spacing" aover �tilipde 2) 30wilbh self pare d L" an laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all lap& and two staggered rows 12' o.c. in Field. Attach deck to trusses using attachment detail on this sheet BI Two rows of beam block filled with concrete and 1 #5 bar continuous in each row. Hook vert. bar over top bar with #5 90 bend bar with a 10 min. lap at top bar. LINTEL SCHEDULE Mark nd� wi D Una Lintel Sava ast-Crete dIcatx+n or ON' Black Above • • ootsom steel sae aP I& sin. 4r�aviey LaM (OLF) Mai Wart Lad ARP) NLe irsl Lard WOLF) L22 2'-2" V-0 MO-Od/IT I s6 300 EN 1024 L31 3'- 4'-O' ON-OD/IT I $6 26H IN3 10 L46 40-64 5'-W IIIIII0-08/1'r I as n06 101 331 L60 6'-0" &'-L' sle0-021AT 1 06 1230 ON 121 L.LO L'-8' 1'-L' GPO-OB/IT I as Ion 121 $34 LOO O'-O" T-4' Or'0-16/2T 1 si 2 96 162 611 612 L10 1'-O' lo'-L' OPO-18/2T 1 O6 2 06 643 S30 401 L105 Y-Om 10'-4' OPIL-I5/2T ONE I 06 2 06 533 003 401 LI00 10'-O' W-4' BPO-I5/2T 1 a6 2 06 502 414 452 LIOOd 10'-0' I n'-Y OPIL-18/2T ONE 1 85 2 86 IS&A H2O 492 L120 IT-0' W-4' OPO-18/2r 1 s6 2 86 4 n 428 324 L1205 12'-0' 13'-4' OFlL-I5/2T ONE 1 r6 2 s6 1016 T10 324 L140 14'-O' 5'-4' WU-0/2T ONE 1 06 2 86 1250 609 2611 LIAO W-O' Ill'-4' BPO-I0/2T I of 2 #5 SOO PM1 144 5we w-O' n'-4" I GPIL-18/2T I ONE 1 85 2 06 150 600 144 - 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 horg16?r�e ar�cbar at each truss with 110) lid x 1 1/2' nails - 1 24' o.c.) supporting Max. 18101ba. uplift Aluminum Drip Edge t Fascia 12" 2" x L' Kagcen full a vent vinyl soffit installed uwnngg 1/0' din shank x 1.6" long gals. roonng nails with 3/8' dia. head per product approval -see chart sheet el 12' x 12' concrete column black filled with concrete and (2) s1 ban vert. tied__� into lintels above thicken edge to 8'4' with concrete and one ri5 bar continuous BEYOND Top of footer IL' below finished floor is 12 4 Aluminum Drip Edge t Fascia Flash and Counter Flash Nail ledger to gable and truss�Ile with (2) IOd " at each web \ M-nb lath vertical N to orovid 5/8` thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vart. w/ 30' overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan `r '-��-�. �y �� • � IIII IIII, IIIIIIII=IIII= � 11 IIII Tublcal Provide Uur-U-Rock at all wet areas Fill cell with concrete and () #5 bar vert. (tgpical). Max. aappacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR \ VxV u10/10 WWM on L and Visqueen over clean compacted termite treated fill llll- III Illl 14 Section at Front Porch It = li—na Brace Gable and with 2" x 4" SYP u2 Oft back nailed to bottom or top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) R-30 blown hbarglaw in bottom chord aP trusses I/2' drgsiail with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute gprecaat lintel filled with concrete and (1) #5 ar cunt. for bottom row over openings 1/2' dr wall over I" x furrin stepps ant IL" o.c. with R4.1 �i-fall msulatlon on t pical 8' Block walls All drgwell to be Installed per FBC R102.3.1 -- - and shall meet all pertaining ASTM codes. ETA 20 Mortar to be Tune "M" only crobortioned er FBC R601.I RLO1.2.1. ix. showers, tubs etc...) ROOF FLAN — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER — 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 TRU55 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 0 � X �a cv c H1°af. cL ) U p � N� `P� u C4 a I t LU E:Mlc Brace Gable and with 2" x 4" SYP #2 mm. aft back nailed to bottoms of top chords using (2) IOd nails at each truss 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 spoxg with nails Into truss. Add blocking to ( 24" o.c.) supporting Max. pp 9 truss leg per detail on this sheet ETA 20 1810 lbs. uplift N W 1=1R111=I= mimimpolimimimimimiT Nil IV, PAV PAPF owl SAWAS I we'WAAMAIMA � "11 '' ii 11 PA "rAl MA Mae I IV oil JIL ZoNgto trusses uang attachment detall, an this sheet N NAP 11 roar je I OWN 76 is PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 2 40 1.0 km air A/C camp 1 2 ANU al0 3.5 km 30 2 3 4 2 30 4.5 km si0 40 gal. water HTR 5 6 R a6 12.0 km 5o 2 1 g I 120 1.8 kw 812 Pump 9 1 10 Dr er a10 5.0 ke 30 2 Il 12 1 20 1.5 ka a12 13 14 Dishwasher a12 1.2 ke 20 1 1 20 1.5 kw $12 Microwave 15 l6 Refrigerator a12 1.2 ke 20 1 1 20 1.5 kw $12 Kitchen S.A.C. IZ Is Recepts a12 - 20 1 I 20 1.5 km a12 Kitchen S.A.C. 19 20 Recepts a12 - 20 1 I 120 1.2 ke $12 Clothes Washer 21 22 Recepta $12 - 20 1 I 20 10.81 kw $12 Garage Door Opener 23 2{ Recepts $12 - 20 1 1 20 1.4 kw $12 26 1 26 Recepts a12 20 1 1 20 1.92 kw a12 21 28 Recepts 812 20 1 1 20 812 General Lighting 29 30 Recepts 812 20 1 - 1 20 - $12 General Lighting 31 32 Raeepta 812 20 1 1 20 912 General Lighting 33 34 Exterior GPCI $12 20 1 - I 20 812 General Lighting 35 36 Bathroom GFI $12 20 1 1 20 - $12 smoke Detectors 31 38 General Lighting all 20 I 1 20 a12 Bathroom GFI vil {O General Lighting a12 20 1 spare 41 1 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Ot . Watts Total(Watts) General Lighting (3, watts aq. Pt.) Small. Appliance. , , , , , , , , , , . „ . . .. . .. . .. . . . .. .1.1. . Range ........ I ....... . Refrigerator.................................................. .Microwave..................................................... Dish. Washer ................................................... Clothep..lpaeher............................................... Clothee..Dr4?f........ ........... .plater. Heater ................................................ Water Pump ............................... Garage. Door. .Opener .. . . . . ................... 1135 3 C205 2 1,500 3,000 I 1,200 1,200 1 1500 1500 1 1,200 1200 1 1200 I 00 1 5 000 5,000 I 4 500 4 500 1 1.800 1,800 I SIC 810 Total Watts 31.415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21.415 e40% 1 O 10,966 Electric Heat or A/C 10,000 965% 1 10,000 10,000 Calculated Load Watts 30.966 Volta a 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Ampal Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Ss Double Pole Switch ® Egeball Recessed e Push Sutton Switch Cr. Exhaust Fan Duplex outlet ¢ Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light Waterproof ground fault circuit intierip or Light with Pull Chan (attic) ® Floor Duplex Outlet Computer Connectron Jack re-m-1 Carbon Monoxide Detector `& Flood Light TQ Thermostat m Electrical Panel Central Vac EEi Electrical Meter ® Smoke Detector Ceding fan ® Television Jack © Telephone Jack q Disc A/C Disconnect ® I x 4 Florescent Light I ® 12 x 4 Florescent Light ® Speaker Hook -Up Intercom �C�DL_�hGL_ Soffit AiC Meter 163 CFM lowox6 MASTER BEDROOM 163 CPM IOxIOx6 12AM S/A CLOSET PATIO/SLAB I GR 1AT ROOM I B)dA q I 9-1 ae �M l0x!Clam x a --��-4 `. A T H ° lo" I ° w.H. 42a x 64a Attic Aocoma W_ J L____ 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I = JUNCTION BOX TO SUPPORT A PAN so THERMOSTAT LOCATION O � F.C 1" � � A L L � O Y � rt B/A = BALANCED AIR Electric Notes: SCALE: 1/4" = 1'-01' I. 2. Use copper were only, no aluminum. Provide and wire ell 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. S. ALL bath and kitchen receptacles to be GFI protected. -1. ALL exterior outlets to be WP/GFI prA d 18. All work shall be done 1n accordance with the N.E.C. and 1. Recessed cans be installed per NFPA requirements, requirements. shall comply with all local codes and ordinances, and shall 8. es AFCI receptacles are required 1n all rooms except meet all standard requirements of the local electric utilit y Kitchen, Bathrooms, and Garage. and telephone company. 9. 10. A/C Return Air Balance Must comply w/ FBC RMIL02 A/C �lines that are run thru slabs must be 19. The electrical system shall be completely and effectivelg in iBrant sleeved VC grounded as required b y 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 bg a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testingand 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 conditions. interference with the progress of construction. ,lob 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 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 12e I 14e iRZAI n I OidO R iWatera g`an I0"11ORNM DINING ROOM A H i W., 2 ��1 I I Q Q I IPM xAx 111 L a SECOND BEDROOM 1 /A� COVERED PORCH A/C dwic. nc15 #2/0 Aluminum feed I %i" Conduit PANEL M TE AHu 20 PVC ( FPL 2" n d service PPL gar aL cop Doff wire to 1g5 cant. 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 verified prior to construction H.B. Vent thru Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP CIF Install ou isl under disc N not shown or clarity A/C Meter i MASTER BEDROOM i t_I CLO OPTIONAL PATIO/SLAB - - - - - i ,."Covered Ford%-, WP GPCI I \ I \ I \ I �S I 11 ITVI I Smoke /Carbon G R AT Monowde Detector R OM Combo 0 S I I I I I I �I I © II I II I II I II i I DINING GFCI i I ROOM I_ FC GFCI GFCI ° \ I / 10, /tI KITCHEN I 1 t-------- s /24„ 1 Nines F C.M. Detector ani per PBC R 4.3 / \ 42" GFCI) w.H\ L 150 Amq Optimal Panel \ pafiell«aeon Pull chain \ light in attic 42" GFCI GARAGE Garage Door Opener r - - - - - - - - --------i I I I 1 I I I I I I I I I I ELECTRICAL PLAN ond E - Qi �--�� Conte i ` 1 Lt-y \\SECO90 BFDROOM / r� Pa / WP \`-� COVERErIT/ I-1 - PORCH SCALE: 1/4" = 1'-0" Attic Vertino Calculations FBC 2309.71 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = I-4.I( sq, ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Past Light with Photo call I c� Date Drawn Revisions 5-23-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. Exhaust Duct _-Thru Soffit Wire For Front Post Light Sheet Comm # -) 12-2� B OF 5