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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6' o.c. at all laps and two staggered rows 12" o.c. in field. Attach 5/t5 LhICK CUL coral finished stucco bands RIGHT ELEVATION SCALE: 1/4" = 1'-0" door ELEV`ATION MOTES: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c max spacing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6 o.c. at all laps and two staggered, rows 12" o.c, in field. Attach . I v bI II �n •. 1 DLUI..t.V t/II i.vHli-cul L. VI WI GbG finished stucco bands block construction — Overhangs at I'—C" unless otherwise noted on Roof — Roof pitch at 4,12 unless otherwise noted Metal FL 411451.12 Any changes to this plan Shall be submitted to the Gulf Coast Supply and MFG 5v Crimp roofing 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x I.5" 12" ASTM D for approval In writing prior t0 starting construction. wood screws with self sealing washer at o.c. max spacing over (type 2) 30 lb felt underlayment installed with min. 4 side laps and 0 end laps fastened tin caps and with 1.25" ring shank nails //� — Return ALL Stucco Bands Into Window or D Oor. with corrosion resistant spaced C o.c. at all laps and two staggered rows 12" o.c. in field. Attach . deck to trusses using attachment detail on this sheet 12 4 SLOPE 12" o.H. 5/8" thick x 8"W cut 3 coral finished stucco bands 3 5/8" thick light textured stucco on typical concrete block construction = Finished Floor —————————--—————————————————————————————————————————————————— LEFT ELEVATiON SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening NOA/FL Product Model # Manufacturer Glass Attachment method TEST tion Design Pressure of Approved Tests Type NUMBER Date 6 x 3 +{peons WW mlq pen ton at meUt each corner and 6 o.:. thereafter through �uck Into Id 1,2,3 FLU I1499.2 Single Hung Series 185 MI Windows doors rom filled CMU wail maintaining min 2.5" edge distance in strict adherence ± 60 psf +{ and to the product approval. A 16-0330.02 Overhead Model 824/811 al-4 max. width DAB new x wt to ciecret. blackwith solid " c. with 1) 95 bar vs t. umng 3/e" x 6' Hlid HLC sleeve anchor. at B' a.,. xh 1.25' die. washers with mm. 4' edge dmLance. Install t ask to buck 1 full la 4racket 10-9-21 + 50.0/-60.0 psf Garage Door L'—O" max height mg (D 5/IG" x 5/8' thread ¢nws m each mmntaimng min o L5 edge deter. — GC to strntlu adhere to product approval rovide/I6' ushnut washer on railer shafts. Elco 1/4" dia. tapcon with min 1.25" embedment at 3" max B FLU 16674.1 Fiberglass Prol Jeld-Wen from corners and 11.5" o.c. maxr thereafter in head and jambs. + 50.0 PSF Smooth Sliding Glass Mi Windows x apcone w Ip. penetration at max. rom each caner end "I" o.c. all double row thereafter throng C FLU 15332.2 Door Sefles 420 and doors PT Buck into solid filled CMU wall maintaining min 2.5" edge distance ri strict adherence to the product approval. + 48.2 PSF Product NOA/FL Model # Manufacturer Attachment Method TEST ExxpIration Design Pressure of Approved Tests NUMBER Date For CMU use (2) 1/4" x 2 3/4" tapcone with min I I/4" embedment CM-18531 MI Windows penetration Into each Mull Clip. Attach mull to clip using (4) 410 x 1.25" + 118.9 PSF Mullions FLU 15353.8 vertical mullion and doors self tapping screws per clip as shown in product approval. _ Roof FLU 11651.12 5V Crimp Gulf Coast Supply 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with wit sealing washer at 12" o.c. max spiacing over ASTM D Metal Roofing and manufacturing (tgpe 2) 30 ib felt underlayment installed with min. 4 side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails - los's PSF spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach trusses detail deck to using attachment on roof plan Siding stucco on Block Soffit FLU 121983 Model T4 12" vented Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using x woodI.S" screwsatin eshanktruss. battens using wit +55.0/-35.0 PSF Vinyl Soffit o 1 da nails 3/tall 8" dtiato Hurricane 24 Gauge Global Protection Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" Panels FI# 15076.2 Storm Panels Products LLC longraw heom andcombo. with Neotheprene washer at 12 1/2" o.c. o g SS screw ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2" x 4" top plate base -board Interior Non—Bearin 12" 5/8" thick x 8% cut --� coral finished stucco bands REAR ELEVATION SCALE: 1/4" = I'-O" Plan Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165IJ2 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" ox, max spacing over ASTM O architect (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 4 1 SLOPE -0'-4" A.F.F. 5/8" thick light textured stucco on typical concrete block construction FRONT ELEVATiON 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate 4" concrete slab with fibermesh OR Cx6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Partition Braden it Braden AiA, Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (112) 281-8283 E-mail: bradenalagcomcast.net Stuart. FL 34994 #AAC000( nts /8" thick x 8"W cut )ral finished stucco bands 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails Into truss webbing. 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: Sth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: 16S mph ultimate Mean Roof Height: II'-O" Roof Pitch: 4:12 Internal Pressure Cooeerfircient: ±O_i8 SubJectabilitg to damage from: Weathering: Negligible Termites: Vern Heav4 Width of Roof End Zone_ 3'-4" Wind Speed: 145 mph ultimate Wind Exposure Classification: C 1.21 x O.6 Adjustment factor for Exposure Height: = 0.126 ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+0.6WL; O.6DL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width. V-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Detmr Provided? Yes Minimum Sal Bearing Pressure:2,500 psi, Presumptive: X Bg Test: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: _45 palf FLOOR DEAD LOAD: I® par JOB ,4DDRESS: �",;s ���.►.eS�Q\ ' 2112 ITCH El = Roof Zone I Walls Zone 4 Ea = Roof Zone 2 Walls Zone 5 END ZONE ®Corner Zones Roof Zone 3 FA UJ nne Bulldln Corp. 9 or p Date Drawn Revisions : Sheet Comm # 5-9-11 The Grand Carlton GARAGE Drawn by: 1 I 12 — 2 � - Spanish Lakes Checked by: )32 St. Lucie County Florida D.R.S. OF 5 FLOOR FL,4N ,H1 CRASH POST DETAIL TYPICAL NOTES: SCALE 1/4" = 1'-0° N-T.S I. Contractor to verify ALL notes and dimensions prior t0 36te" high by 4" diameter sel crash post. Floor proceeding with work. Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress- 6" 4. No dissimilar metals to touch. 2r2" 2i " S. ALL Concrete used for slabs shall be min, 2,500 PSI concrete. �" ALL Concrete used for vertical filled cells, coot. tie beams etc-. to o 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 R-102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. o 8- ALL wall dimensions are nominal and not finished Wall or Stud dimensions. 9- ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at Water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2i/z' 2�,' handicap accessibility requirements- ,2" ,,, 12. Lowest finished floor to be set by Governing Building Department 6„ surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 I4. 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 PBC R302.9.1 16- 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 6" P.T. Buck nailed to block with case hardened nails materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachment with P.B.C. R316 - see permit info box of code edition 18. Csypsum board material shall conform to ASTM C36, C-19, C'f75, C51-4, C630, C931 C`i6O, C1002, C1041,C1111, C1118, C12-18, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Dr wall Thickness Location Orientation Framin9 Member Max. spacing of fasteners Nall swing options for drywall into Spacing installation of Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 1" 12° 13ge 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail /2 OR Walls Either It" all 14" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.084" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" lloong with 19/64" head O 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail aEither OR Walls 161,g 141,1/4" 0.092" dia. xx 1 -1/8" Ion with g Direction head OR Ggpsum board nail 0.0915" dia. x I 1/8" with 19/64" head. Install SGD thru buck into block with 3/16" tap -con with _I 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/16" tap -con with 1 1/2" penetration at 6" 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_(, A108.1, A118-I, 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 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 dccompanging smoke developed index not to exceed -450 when tested in accordance with ASTM E 84. Insulation shall comply with P.B.C. R316- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. Ev crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and (" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails ( 24" o.c.) supporting Max. 18101bs. uplift 12 4 PRE-ENGINEERED TRUSSES � at 24"o.c. TYPICAL (shop drawings bg manufacturer) Aluminum Drip --- --- \R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drywall with smooth finish 2" x 6" Sub -Fascia Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute k:aycan toll o vent vinyl soffit rnstelled precast lintel filled with concrete and (1) #5 using 1/8" dia shank x 15" long gals. bar Cont. for bottom row over openings roofing nails with 3/8" dia. head per product approval - see chart sheet #I 1/2" drywall over 1" x furringg strips at 14," o.c. with R4.1 PI-fod insulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete i and shall meet all pertaining ASTM codes. block construction m Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Jonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w/ 30" overlap Fill cell with concrete and at each filled cell (D #5 bar Vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with Fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over clear compacted termite treated fill a Grade 'r q. III —III I —III 1 1 1 I III - 11114" x' 14" Concrete footing 14" with (2) #5 bars cont. and #5 TY F I C A L SECT ION transa/erse bars at 48" o.c. Scale : 1/2" = 1'-0" 11 11 Masonry Beam C � ' • fixed door sliding door 1 1/2" Sliding Door Detail At Masonry Wall NTS AREA C,4LCULATiONS Living A/C = 1446 sq. ft. Front Porch = 141 sq, ft, :ear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Pt = 11,5(8 2" VTR JIL I I I 21" VTR Master r�� JIL Bath 1 1 T hl 2' tr Lev. If. 1 2" VTR W. JIL I I 2. I 3' Sher. / I Kit. Sink I I Kitchen I I Lev. 3' W.C. Bath #2 Sher. 3" C.o. To Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall gpical Flooring Install SGD thru buck into block with 3/16" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at Jambs per product approval Jamb Window Schedule Mark Size Rough open Window DeSCrI tlOn PRESSURE ZONE I. 4'-5%a'x 5'-3 %s" 54%a'x 63%4" Single Hung ZONE 4 2, 4'-2%a'x 5'-3'/a' -15" x 63 %q' Single Hung ZONE 4 3. 2'-2" x 3'-2 I/2,, 21%2"x 385'B" Single Hung ZONE 4 4. 4'-5%a'x 4'-2V' 54Ya"x 54Te" 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 manufacturer s specs prior to construction Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X T-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-011 X 6'-81, 41 %,"x 83%;' Fiberglass Panel - Inswing ZONE 4 C 6'-0" X 6'-8" '14" x BI %z" of r;=*' Sliding Glass Door ZONE 4 D 2'-0" X 6'-8°' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81 %2" E X 6'-8" Solid Core - Wood - 6-Panel F 5'-O" X 6'-81, Solid Core - Wood - 4-Panel - Bi-Fold G 2'-8" x 6'-8" x 1 %" Solid Core Wood, Steel, or Masonite Door H 2'-8" X 6'-8" Solid Core - Wood - to -Panel J 2'-6" X 6'-B" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X 6'-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 91 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified by contractor With manufacturer s specs prior to construction 34,-0" 9'-6" I2;_ 8'-6" _112" OO 00 1109 1 00 CD EGRESS E 0 12" x 12" concrete column block filled with concrete and (2) #1 bars Vert. tied Into lintels above 0 Covered Porch 0 I 0 12'-8" O O O (V 3101 O O ° O O OF m O MASTER U BEDROOM 9 = 8-O" to 9'-8" A.F.F. vq ~ v u 8'-0" A.F.F. Vaults Ceding �^ u N Flat Ceiling GREAT E) 6 I N ° O 7: Rod t helf o H.B. Vanity to be Iw I s I v Nry 34 %z"hig b I +n N u ■ O E7 o 2" x 6" knee -wall 8I O" to 9'-8" A.F.F. O W below top rr r counter I Vaulted Ceiling DINING J �,� Rod t Shelf 8�,F;I ROOM Q 00 rr ow W T H �� I O �`-t o Vanity to be I I 34 %2„high O I EllHigh Wall KITCHEN 3'-81, I o Ven Dryer z 00 thro h wall O t 1-1/2" _ _ I A.F.F. fiver -hang d - Flat Ceiling 0 o Upper ce inets to D O iv extend over Ref. 3'-O"4" 8'-1" N 2" filler K��"4 ar. E BATH O smog � Rod t Shelf O N_ R—II Batts ruuleGon W H N ® ® — o A/C I 1 # I 4" (P Steel Ballard See detail on I 22" x 54" I�" I j M O Provide auto Attie Aeeeu � O l cif closer with light - L - - - �t - 22" 1 _ 8'-O" A.F.F. �r Cc Flat Ceding Amp a 4" v Meter150 6II'-6" nel m ROD-P T ® n SECOND tams - 0 G�,4R,4C E E BEDROOM �_ ERGRESSY O -4" A.F.F. L-)l 11 MTII 120 Flat Ceding O N Q ° ° F' 0, O O o O r - - - - - - - - - - - - - - - - - GRESS Block wall in ° garato be 1 = O O O ro00 if 1 struckge block T 1 - COVERED iF I I 12" x 12" concrete column block filled PORCH with concrete and (2) #1 bars Vert. tie O into lintels above I ® I I I O O 00 77) E-)Ir= 93L 0N 4'-2„ 34'-0" Install windows thru buck into block with 3/IL" tap -con with 1 1/2" penetration at 6 o.c. max. from each corner and 20." o.c. max thereafter at jambs and 20" o.c. max. Exterior face at head and sill per product approval of wall \ / \ Buck to be I" x 4" PT \_ I"x4" P.T. Buck nailed to lock with case hardened nails D eta I I at JJ l i d OW S prior to window attachment NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Exterior face of wall --\ 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 6" PT Buck Detail at Door 48 Wooi at each prior to A b screws thru jamb into buck Inge and 15" o.c. max and loor attachment NTS STRUCTURAL NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL 9. 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 2,900 PSI AT 28 DAYS 10 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/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON (e MIL. POLYETHYLENE VAPOR 12 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 TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13. BUILDING CONSTRUCTION 6• TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14. -1• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. ATTENTION OF THE ARCHITECT. 16. 8. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 17. FOLAD�TION FL/4N SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (iF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-Ib, & A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 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. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF No.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before Starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'-Il" wide. Provide (2) filled cells On each side of openings from �'-O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-O" and Up Contractor to see plans for any other condition used. Foundation walls Shall have filled cells at 24" o.c, unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 7. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-1� and A-35 specifications. ALL Anchors to be A-301 steel. °I. 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 In =_E TYPICAL ECTIONS 4" concrete slab with fibermesh OR 6"xC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill �I =II III 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 11 14° TYPICAL FOOTING DETAIL J SCALE I/2" = I'-U" 4" concrete slab with fibermesh OR CXC #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per o. foundation plan 0" '(2) #5 bars cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-C 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Verify house slab height in field Top of footer IC below finished floor •71 30"x30"xl6" concrete 11II—II �:..;•:, _ column footing with (4) #5 bars each way - 3 30" OLUMN FOOTING DETAIL _ SCALE 1/2" = I, -Oil 0 Thicken edge to 8"x8" with concrete and one 45 bar continuous GRADE SCALE: 1/4" = 1'-0" Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide In annular space between sleeve and pipe. 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill -hill I II II" 8" n PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell Ad'ust curb height based on gar. floor slope. \ #5 bar in curb Grade AL 4" concrete slab with ribermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill �= 14"w x 14"d concrete monolithic footing with (2) 45 bars cont. 14" GARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL_ Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single 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 ouble Filled Cell Column NTS Braden it Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalas'comcast.met Stuart, FL 34994 #AAC000032 — — — — — — — —I ° — — — — — — — t ❑ �D Filled cell under FI girder above Rear Patio/Slab F J to be poured separate from the house slab. m Thicken footing to ,E I FI 24"w x 14"d x 24"L under filled cell I I E a I under girder bearing. EE E4 IF)E L— — — — — —- v u U ( Rear Patio/Slab to be flush with bottom of va-K! w I—LLN I sliding door recess. Slope 1/2" I F= ( '- I F- I �_ I �❑ I I D ( FI o 32'-8" I H.B. I � 4" concrete slab with fiber esh OR I � ❑ 0 6"x6" 410/10 WWM on 4 mil V squeen over I clean compacted termite tr ated fill I °I IE -i I I i I �- -a E V " I' - I II I (Y I E 0 E H.B. 4'-O" I� I FI #1 FS 4'0 Steel Ballard filled w/ Concrete ® I I�IQ l IE Ql� I L --� 1 ENp� i I I qdv ?� I ipnn m — I � ` E t! I I I E I E I -t! '2 1- =3 I L — —a FI O E E I O 10\\ MIT \ I I E E O 0DE �' `u0 O I UoE cy F51----T-----�E I F5 - _4a W I ° E E T- -O 00 EI F IE o = F41 jL0 w P6 Recess for j � l N I F4 r l E — 00 00 Garage Door — — — — ❑8 DD 00 --- °--------- o ° ° J L4 F 3'-5" < 9'-0' 3'-5" 6'-2" F In„ Inl, GMG VVIMIIIII `s-'VIV with concrete and (2) #� bars vtertI. IIGti into lintels above A n FOOTING SCHEDULE Mark Size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 301, x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8 8"W x 8"D THICKEN SLAB EDGE WiTH 1 45 BAR CONTINUOUS 8 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS — CURB 8 0'-0" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sd ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plyywood 4. Use nails or screws based on pressure for rooT stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone I L L ed ring shank 45 psf Zone 2 4" L" 8d rin-q shank 7L psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a L" L" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Column Verify with Plan 12"x 12" dumn Block v#7 Rebar Rebar 48 Bar Dia. Overlap to Lintel Attachment EAll SCHEDULE Mark Size and Descrl tion BI Two rows of beam continuous in each 45 90' bend bar block filled with concrete and 1 45 bar row. Hook Vert. bar over top bar with with a 10" min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. Provide Cast -Crete Y _ -rfr 8U8-OB/OT precast lintel set in rtar - 4 Min. 8" Bearing -� ovide PT Buck :ached per jamb ails into filled ce 4" Pre -cast Sill � Filled Cell Provide #5 bars with min. 48 bar dameters overlap in filled call. Tie 'filled cell steel into continuous Tooter steel CBS WALL Scale: 1/2" = 1`0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss ism 30193=11IF21 34MI01--_ NTS n 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 Tyype 2 felt paper using Bid nails. Substrate to be 19/32' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 911451.12 26 d ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and C end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \` Additional Precast Lintel #5 bars � Lintel Bar Clear i n "A" A rr n B ' ".:" Length Length Span Bars Bars CLEAR 2'-10" 2'-8" I'-6" 2,43 nonce 1''::• I 1 - 1 1 i 3'-4" 2'-2" 2,93 none BFB-OBAT BF8-IBAT BF8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none #5 bare CLEAR .• 4'-4" 3'-2" 2,#3 none - One Row or "H" Block Above 5'-4" 5'-2" 4'-0" 2,43 none 5'-10" 5'-8" 4'-6" 2,94 none Precast Lintel r ::, r1r"� Additional - f � `'�"'<' i C-L" 6'-4" 5'-4" 2.#4 none 45 bars r____i 1'-O" 6'-2" 2,#5 none BFIL-IB/IT 8FIL-IB/2T T-10" T-O" 2,#5 none NOTES: ALL reinforcing steel Is grade 60. I. min. coverage of steel-1.5" 2. min. bearing required a ea. end=8" 3. standard for reinf. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above Bottom Steel Siza Top Steel Max. Gravity Load Size', (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 T-2" 3'-V BF8-OBAT I #5 1 3049 150 1024 L31 2'-6" T-8" 3'-1" 4'-0" 8F8-OBAT 1 #5 254I 1343 10; L45 4'-5" 5'-10" BF8-OB/IT 1 #5 1105 909 339 L50 P-O" B-G" 8F8-OBAT 1 #5 1238 835 -I21 LLO 4'-8" T-V 8F8-OBAT 1 #5 1011 121 534 LBO W-O" 9'-4" 8F8-IB/2T I tt5 2 tt5 1 -152 541 512 L90 T-O" 10'-1." OFB-IB/2T I tt5 2 95 L43 530 401 1-90B 9'-O" 10'-V BFI4-I115/2T ONE 1 #5 2 45 1533 1183 401 LI00 10'-0" II'-4" BF8-IB/2T 1 tt5 2 tt5 582 494 1 452 LIOOB 10'-0" 11'-4" 8FIL-IB/2T ONE 1 #5 2 #5 13LL 1028 452 L120 12'-0" 13'-4" 8FB-1B/2T 1 #5 2 #5 4-11 428 324 L120B IT -Oft 13'-4" 8FI4-1B/2T ONE I 1 #5 2 1 #5 10-15 710 324 LHO i4'-O" 15'-4" 8FIL-8/2T ONE 1 #5 2 1 tt5 1250 409 259 LILO IL'-O" IT-4" 8F8-IB/2T I #5 2 #5 300 192 194 LILOB IL'-O" IT-4" 8FIL-IB/2T ONE I #5 2 tt5 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 INFORM,4TION 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 (10) IOd x 1 1/2" nails - ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip _--' Edge t Fascia 12" 2" x C Sub-Fasci Kaycan full o vent vingl soffit installed using 1/8ore shank x I5" long gale. roofing nods with 3/8" dia. head per product approval — see chart sheet #I 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied--- into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of Tooter IL" below finished floor 1/2" Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd ils at each web ck stucco on 3/8' hi —rib lath d to horizontal and vertical wood with nails or staples to provide than 1-3/4" penetration into al wood framing and 3/4" penetration "tical 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 a Slope per foundation plan _, IIIIIII� I I 1—I I -IIII-IIII-IIII -IIII.-IIIIII_.. 'I � 11IIII111 I1 I I Poured Ca concrete It Poured Concret concrete block i Concrete " Manufacture chore Per specs lax. Flush Mounted Shutter Detail Aluminum Panel Sims per manufacturer — See Tuaical Stud Detail 1/8" x 3/32" wing Nut w/ approprate washer and spacing `u per manufacturer's Details 09q" L m -E� Min I� Stud Detail Stud w/ Die Cast Zinc nTs Nickel Plated Wing Nut v� nts Brace Gable end with 2" x 4" SYP 42 aft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSSES 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) O F- e) to � ?C a aS � s rn to NC:v,i +� L r� Qto o a a LLI L Ts N N u. O as U O ems, °D O " L d _� W Enic Brace Gable end with 2" x 4" SYP #2 min. 8ft back nailed to bottoms of top chords using (2) 10d nails at each truss \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish io Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 liar cont. for bottom row over openings 1/2" drywall over I" x furringg strips at 16" o.c. with R4.1 frfod insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. co Mortar to be Type "Mir only proportioned per FBC R601.1 and Mortar joints shall comply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam (22) IOd truss leg either wet nails into per detail set or in epoxy with truss. Add blocking to on this sheet ( 24" O.G.) < HETA 2O 1810 supporting Max. lbs. uplift t 1� IN I OW—PUSE I� 1 10 I oAr WEE FA MIN 04, " WAA FE . m OEM 0 Ar VAWA' rArA i ME' FIN FAM SA 11 WA JA F1 NAME E", 0 1 AV, 1 I Gulf Coast Subolu -._nd MPG Sv Crimp Metal roofing FL #11451.12 8 a. -If sealing washer at 12" o.c. max spacing over ASTM D underlagment instaled with min. I' side,,laps and IV end laos fastened with i-orrosion resistant tin caps and with 1.25 ring shank naik 1. , Lig detail on this sheet IN with light VON — =0 lilt I IN HETA 20 O W 2 N � X L � r oU N � L 4- +'m O a a L N wi u .� o V v a p O E_ � U N L r FIII cell with concrete and l� F F L f` (U #5 bar Vert. (typicaD. � f--� 48X spacing otheshall rmisenot noted Baas spacing at openings exceed / wood see foundation plan notes for — OVERHANGS ERHANGS AT 1'—O" UNLESS OTHERWISE NOTED ON THIS SHEET — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET concrete slab with ash — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER mil ViVisqueenen over L"xL" #10/IO WWM on L mil clean compacted termite treated fill ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. uI •IIII=11�1-11��— — ALL TRUSS TO TRUSS CONNECTIONS BY IIIIIIIIilllllllll llllllillllll��1- li� p' 14" F1 Ical Section at Front Forch = r " Braden It Braden AIA, FA Architects — Planners 411 S.E. Coconut Avenue Tel Mil) 281-8258 Fax : (112) 281-8283 E-mail: bra denaia5comcast.net Stuart, FL 31996 4AAC000032 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 PANEL "A" arc# Description Wire Load BR Poles Pales BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 8 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 II 12 1 20 1.5 kw #12 13 14 1 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave Is 16 Refrigerator #12 L2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m 18 Recepts #12 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 912 20 1 1 20 1.2 kw 71:12 Clothes Washer 21 22 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts 412 20 1 1 20 1.4 kw #12 25 26 Recepts #12 20 1 I 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 20 412 General Lighting 31 32 1 Recepts #12 20 1 1 20 412 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 #12 Smoke Detectors 31 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting 31;12 20 1 spare 41 42 sp are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) ,General Lighting (3_ .watts, .sq, ftJ Smal......l...... .l.la.n.ce..C..Ircult(s)_ ..... . . . .. ...... . .. Range ............................ ........ Refrigerator Microwave..................................................... Dish Washer Clothes.Washer.............................................. Cl.othe.s..Dr.ger................................................ Water Heater Water Pump....... ............. Garage Door Opener ......... . ............. . 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4.500 4,500 1 1,800 1.800 1 810 810 Total Watts 31,415 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 ®40% 1 0 10,944 Electric Heat or A/C 10,000 845% 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 Electrical S mbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Eyeball Recessed PiB Push Button Switch -0- Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle O- Wall Mounted Light =E)c Waterproof ground fault circuit interrupter Light with Pull Chain (attic) ® Floor Duplex Outlet O Computer Connection Jack en Carbon Monoxide Detector Flood Light TQ Thermostat ® Electrical Panel ® Central Vac EEil Electrical Meter QS Smoke Detector Ceiling fan © Television Jack Telephone Jack AC c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light spKR Speaker Hook -Up 0 Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire onit�, no aluminum_ 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. S. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 11, ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fully operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. A. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without addillonal charge and shall include replacements or repair of any other phase of installation that may have been damaged. 163 CFM IOXIOX6 MASTER BEDROOM 143 CFM lOxlOx6 12xi2x9 B/A F; F; �1 o 12x12x9 B/A CLOSE CFM ° 8x4x4 a, I I Vent _t#hru ____ _ Soffit ATH I � ��x7I� ✓J��jV IN CFM �777= 1512x12x1 A/C T-H22"x 54"Attic Access L-with light - Meter I150 Amp Panel GARAGE I r----------------- i I I I I I I I I I I I I I I I I I I I I I 1IEC�I.4NICAL LAYOUT SCALE: 1/4" = I'-O" 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical system and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effectively grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the Job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected by others. 23. All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMIS02 PATIO/SLAB I GROIAT ROM I I I Centellinfan ter Registers 169 CFM on g 149 CFM IOXIOX I IOXIOXI JAI 1211 Z I � ��rrJJA1 I �eilirlg� k 20k2O DINING ROOM ° N, 116" �\/ z Q 1 23322 CFM I - " I 12x6x1 �L a SECOND BEDROOM i j 12xl2x8 -1 B/A COVERED PORCH A/C disc. ISO #2/0 Aluminum feed AMP I %," Conduit � PANEL MCB M TE AHU 2" PVC ( FPL)- � 2" rigid service FPL Bare #6 copper wire to #5 cont. rebar in slab ELECTRICAL RISER - Contractor shall use AL-CU Landing lugs. NITS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction H.B. Vent thru Soffit Braden it Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaia8comcast.net Stuart. FL 34996 #AAC000032 Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall wP GF Install oulet under disc. not shown I clarity _ O i v ELEC7RIC;4L PLAN U 0 �1W.'1 SCALE: 1/4" = I' -Olt Attic Venting Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft, Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. The Grand Carlton Spanish Lakes St. Lucie Countg Florida Post Light with Photo cell I Date Drawn Revisions GARAGE DraraI1 LEST wly by; C.C.U. Checked by: D_R_B. Sheet OF 5 f:e-3 Exhaust Duct -Thru Soffit r Wire For Front Post Light Comm It 12-2�