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HomeMy WebLinkAboutBuilding plans12 4 1 SLOPE 8'-1" T.O.B. r Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 x 1.5" wood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 Ib felt underlayment Installed with min. 4' side laps and 6" end laps fastened with corrosion resistant tin caps and with 5" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach deck to trusses using attachment detail on this sheet 2" 2„ thick light textured �{• .�. � stucco on typical concrete OO c block construction or \ 5/8" thick x 8"w cut/ coral Finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt 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" 5/8" thick x 8"w cut 1.H. coral finished stucco bands 3 thick light textured stucco on typical concrete block construction RIGHT ELEVATiON Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & Skylights Opening Type N0A/F1 NUMBER Product Model Manufacturer Glass Attachment method ESTanon Date Design Pressure of Approved Teats 1,2,3 $� FLU 11499.2 Single Hun 9 9 Series 185 Mi Windows and doors max i ft- x gpeane w mm p�^� t8uek mto solid ram each corner end L o.c. t eras tar throng filled CM well mmntammg min 2.5" edge dietame m elute adherence to the product a proval. ± 60 sf p A I6-0330.02 Overhead Garage Door Model 824/811 91 W- max. width 16'-O" max height DAB Nte xDuct to ...rate WWI, Nth1 e CO art Il a5 bar vert.... a 3/9' . a' Hdu HLC salve aneha ah 115' da. eeei r ah axe 1' odes durance. InataR tr ck to buck ens m 5/u x 157e� tu0 th sad lap scum m each bracket namtmmnp Na d IS' ease eetence - Gc to at ¢till adh.e to product approval revxie l/IL' ut uesher an r ah 0 10-9-21 + 50.0/-60.0 psf B FLU ILL74.I Fiberglass Design Smooth Pro Jeld-Wen Elco 1/4' die. tapcon with min 1.25" embedment at 3" max from corners and n.5" o.c. max thereafter in head and samba + 50.0 PSF C FLU 15332.2 Shdin Glass g Door Series 420 Mi Windows and doors ram eac� corner end T oas ei dou�le row thereePtetr"rthrou h max. g PT Buck into solid filled CMU well memteming min 2.5' edge distance in strict adherence to the product approval. + 48.2 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method E%Spiration Date Design Pressure of Approved Teats Mullions FLU 15353.8 CM-18531 vertical mullion Mi Windows and doors For CMU use (2) 1/4' x 2 3/4" tapcons with min 1 1/4" embedment penetration into each Mull Clip. Attach mull to clip using (4) #10 x 1.25" self tapping screws per clip as shown in product approval. + 118.9 PSF - Roof FLU IIL51.12 5V Crimp Metal Roofing Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plgwaod deck using #9 x 1.5" wood screws with serf sealing washer at 12" o.c. max skating over ASTM D Itgpe 2) 30 Ib felt underlagment installed with min. 4 mole laps and 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" c.c. at all laps and two ate Eared rows 12" o.c. in field. Attach deck to trusses using attachment detain on roof plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vin I Soffit y Kaycan Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using 98 x 3" wood screws at each truss. Install soffit to battens using 0.I i 15" long rin n nil 8" i d. +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2" dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long SS screw head combo. with Neoprene washer at 12 1/2" o.c. along the bottom and 13" o.c. at the top - ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #II451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" and laps Fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o-q in field. Attach deck to trusses using attachment detail on this sheet \ 5/8" thick x 8"w cut O coral finished stucco bands `v Finish Columns with 5/8" thick cut coral finished stucco bands =L= \ /Al O S 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATiON 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. 12 SLOPE 4 SCALE: 114" = P-O" 12 SLOPE 4 12" H J 7/D-os� 1ST. ! l PEN "UV,F IJ; r:rCE PLANS A -D r0lotil f 3I1'ST AL= ;i�i T O� OR NO INSPECTION NNILL BE Nt' DE. a Finish Columns with , 5/8" thick cut coral finished Stucco bands TH289 PLANS AND ALL PROPOSED WORK ARE `"NLOT-0 ANY CORRECTIONS REOUI3ED 5Y FIELr INSPECTORS THAT kvy BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCALE: 1/4" = 1'-0" (;ONCEAI.ED FAS'TENEkS OR ATTACHMENTS ARE THE RESPONSISILI V OF THE Gulf Coast Supply and MFG 5v Crimp Metal roofing FL WIL51.12 CONTRACTOxorFiECORD 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and 6" end NG lapps fastened with corrosion resistant tin caps and with 1.25" ring shank nails LL MMLIFAMRESL�S E deck to aced 4"truu0.sses using attachment laps two tiggoneths sheet rows 12" o.c. In field. Attach smec COM W" FeIC ENERGY CODE MUST REMW ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE ApppOVED -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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 T'E"'� wiENTREQUIRED SLOPE 4 2" -• 8'-1" T.O.B. H 5/8" thick x 8"w cut coral finished stucco bands �� 0'-0" = Finished Floor Finish Columns with 5/8" thick light textured 5/8" thick cut coral stucco on typical concrete finished stucco bands block construction FRONT ELEVATiON SCALE: 1/4" = 1'-0" 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord 1/2" drywall on 2" x 4" studs at W' o.c. base -board ----\ 11 11 / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xC 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition nts j Braden it Braden AIA, PA Wgnne Building Corp. Architects - Planners S.E. Coconut Avenue The Grand Carlton Telel (112) 281-8258 Spanish Lakes Fax : (112) 287-8283 E-mail: bradenalaacomcast.net St. Lucie County Florida Stuart. FL 34994 #AACOO0032 u_ thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. 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: IL5 mph ultimate Mean ROOF Height: 1]'-0" Roof Pitch: 4:12 Internal Pressure Coefficient: ±0.18 SubJectab(litg to damage from: Weathering: Negligible Termites: Vern Heavu Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C yg O?? sds PITCH Adjustment factor for Exposure Height: 1.21 x 0.4 = 0.126 ASO design :I Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.6WL; 0.6DL+O.61DL Components t Cladding Wind Pressure (NET) ROOF Zone: I. +20.6/-32.6 par Roof Zone: 2. +20.4/-51.0 par Roof Zone: 3. +20.L/-84.0 psf Components t Cladding Wall End Zone Width: V 4" Components t Cladding Wind Pressure (NET) Zone. 5. f ZoneI WWall all Zone: +35.8/-31.e paf WaIIRao 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 par Shear Walls Considered For Structure? Yea Continuous Load Path Provided? Yes EM = Roof Zone 2 Walls Zone 5 Are Components an Cladding Details Provided? Yes END ZONE Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: = Corner Zones APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: Roof Zone 3 ROOF LIVE LOAD: 3-1 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -A-5- par FLOOR DEAD LOAD: 10 oaf JOB ADDRESS: \\-\ ` N-02 r MODEL: GARAGE RIGHT Date Drawn 5-9-11 Drawn by: C.C.U. Checked by: D.R.B. Revisions Sheet I Comm # OF 5 112-27 rFLOOR FLAN ,H CRASH POST DETAfL TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 3t6e" 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 sla (3/8"t 50 ksi steel plate) 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. 2'/2" 1 2r,° 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 ° (o. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. ° ° 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. IL Contractor to Provide a 2'-8" wide door at one bathroom for accessibility requirements.12. M"2handicap Lowest finished floor to be set by Governing Building Department surveyor to set in field_ 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1L Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials Installed on attic floors shall have a critical radiant Masonry Beam flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation I" x 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 F.B.C. R316 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C36, C79, C415, C514, C630, C931 C LO, C1002, C1041,C1117, C11718, C12718, C1395, or C1396 and shall be installed according to the following: (FBC R�02.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin o tions for g p drywall into Spacing Maximum installation of wood framing members 2" Nails Screws x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 13/8" long with 19/64" head 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" s' Ili" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 1618" with 9/32" head. Ceiling Perpendicular 24" �" 12" 13ga 1 5/8" long with 19/64" head 0,098" diameter x 13/8" long annular -ringed or lid cooler nail e OR Walls Either 16" 8' 16" 0.092" dia. xx 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 11/8" with 19/44" head. Install SGD thru buck into p 01 O block with d tap -con with I I/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20" o.c. max thereafter at sill per product arc 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11�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 accompar-onci smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R31L Gulf Coast supply and MFG 5v Crimp Metal roofing FL 411651.12 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 deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss with (10) lod x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip f Edge t Fascia 2" /- 2" x 6" Sub -Fascia Kaycan full o vent vin I soffit using 1/8" dia shank x IS' long roofing nails with 3/8" dia. heat product approval - see chart al 5/8" thick light textured stucco on typical concrete block construction #5 bar vert, w/ 30" overlap at each filled cell Grade 12 PRE-ENGINEERED TRUSSES 4 at 24"o.c. TYPICAL (shop drawings by manufacturer) ' \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (l) #5 bar cont. in each row. Substitute ad precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings ttl 1/2" drywall over I" x furringg strips at 16" O.C. with R4.1 fl-foil nsulation 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 "M" only proportioned per FBC R601.1 and Mortar fonts shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and () #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" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill - '-IIII-IIII. II - TYPICAL SECTiON 14" x 14" Concrete footing with (2) #5 bars cunt. and #5 transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Head fixed door sliding door 1 172„ AREA CALCULATIONS Living A/C = 144( sq. ft. Front Porch = 1"41 sq. ft. Rear Porch = 200 sq. ft. Garage = 321 sq. ft. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL I I I 21' VTR JiL Mastery/� Bath 2' Lay. I I 2" Lev. Lr 4' 1 2" VTR 31 2'N Shur. Kit. Sink Kitchen 2- Bath #2 shier. o Septic PLUMBING RISER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment , Masonry Wall Bottom Track _--Typical Flooring Sill Install SGD thru buck into block with 3/14" tap -con with S I i d 1 n g Door D t a 1 l 11/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at jambs per product approval) a m b At Masonry Wall NTS Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-5%,'x 5'-3 %8" 54%,'x 63i4" Single Hung ZONE 4 2, 6'-2%"x 5'-3 %a" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 21%2"x 385a" single Hung ZONE 4 4. x 4'-tie" 54iB"x 54Ya' Single Hung ZONE 4 ALL Windows to be aluminum windows W/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A T-0" X 1'-0" 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" 14" x BI %;' ;r , Wit°"' Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/2' E 2'-6" X 6'-8" Solid Core - Wood - 6-Panel F 5'-0" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door H 2'-8" X C-8" Solid Core - Wood - 6-Panel d 2'-6" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold K 2'-8" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction 11 u 8'-6" 34'-O" 9'-6" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above Covered Porch 14'-O" EGRESS 12'-8" i I O O "O O 00 1 © MASTER 8'-0" to 9'-1 " A.F.F. B E D R O O M Vaulted Ceiling 8'-O" A.F.F. n�mv l ;f R AT Flat Ceiling N ROOM o I I N Rod I Shelf O 19'-8" 6'- 4' 6'-O" Vanity to e ° 34 is hig v � I i j I H.B. 8'-O" to T-8" A.F.I . 2" x 6" knee -wall � L SET O 0 Q Vaulted Ceiling ( below counter top IK I M rr r DiNING I 1 ROOM i q a\� 8 LRod Shelf O LINEN O Q as / no " IV VanIi,ty to be 1 / // \ 34 /2"high BAT 11'-0 3/4 9Y41 High41Wall ° O 0 1 '-8° KIITCHENVent C ° i N - - fiver -hang - - J er O I throug rwall 8'-O" A.F.F. iv Flat Ceding - `o v O � Upper cabinets to I -O" extend over Ref. `" I I 2" filler" A T H Ric - 8cj1°yway4 _ �'i• ® .0 V panin ' O Rod t Shelf N - N W H. -II Batt. latan ^ / ^ Q 4"� Steel Ballard ! t l . I�„ -aef-dstgj qn this sheet #I F > I a 22" x 54" O Attic Acctess I Provide auto L- gh - J closer Q Q 22" .9 - - - Flat Ceiling I a 61_0„ 4"-10I50 mp rM,,2ter Panel SECOND © a N_ BEDROOM GRESS Y GARAGE 00 T OD 6'-4" A.F.F. O Flat Ceiling m O /Ix9i CD N N �knv EGRESS O OO T C VER )� 1: x 12" concre a column block filled th concrete and (2) 41 bars v rt. tied R C into li tels above 11'-6" \ 6, 2„ r----------------- i Block wall in garage to be struck block I I I I I I i I I I I 5'-4" 4'-2" 2,-8„ 2,_8„ 3,_5„ q,_O, 31_5„ Install windows thru buck into block with 3/10 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 \1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT block with case hardened nails ON ALL JAMB, HEADER, AND D e L a I l a L W i n d ow s prior to window attachment SILL BLOCK PRIOR TO BUCK [) e t a i l at U OOf INSTALLATION Exterior face Attach buck to block wall with 114" 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 NTS Braden t Braden AIA, FA Wynne Building Corp. MO1DEL: Date Drawn : Revisions Architects - Planners GARAGE 5-9-11 S.E. Coconut Avenue The Grand Carlton Drawn Tel : (112) 281-8258 C.C.U. Spanish Lakes St. Lucie County Florida Fax (712) 287-8283 E-mail: bradenaia°comcast.net . CD Stuart. FL 34996 UAAC000032 RedBby: crews thru jamb into ige and 15" o.c. max prior to door attachment NTS Sheet Comm tt 2, 12-2 OF 5 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. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 10. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSi OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 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 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 12 (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 ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 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, MACHINE COMPACTED TO A MINIMUM OF 2500 PSi IN AREA OF 13• MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. BEAMS: I-I/2" GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 16. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 8 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR F-CLAD/470N FL/4N I�• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 1. 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 I US bar Vert. at 48" O.C. max. Provide (1) filled cell on each Side of openings Upp to S'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to of -II" and Provide (3) filled cells on each side of openings from 10'-O" and up Contractor to See plans for any other condition used. FOUndatlOn Walls shall have filled cells at 24" O.C. unless Otherwise noted (see section) �. 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--3S specifications. ALL Anchors to be A-301 steel. 9. Provided 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 SEE TYPICAL at each filled cell JECTIONS 4" concrete slab with fibermesh 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" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Step per . foundation plan 10" (2) 45 bars cunt. bottom steel 12" 2 DETAIL AT GARAGE STEPOOIUN SCALE 1/2" = I'- 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Top of Tooter 14" below finished flog - Verify house slab height in field 30"x30"xlC concrete column footing with (4) ;I:5 bars each way CALE 1/2" = 1'-0" Thicken edge to 8"x8" with concrete and one U5 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 PORCH SLAB EDGE DETAIL #5 bar vert. w/ 30" overlap at each filled cell SEE TYPICAL SECTIONS Ad "'at curb height �/ based on gar. floor 4" concrete slab with fibermesh OR slope. 6"xd" #10/10 WWM on 10 mrl Visqueen over #5 bar in curb clean compacted termite treated fill ILO, o,, Grade vwl 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" nn �J GARAGE CURB DETAIL SCALE 1/2" 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 #l. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 45 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 Double Filled Cell Column NTS Braden t Braden AIA. FA Architects - Planners 411 S.E. Coconut Avenue OB Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiascomcast.net Stuart. FL 34996 UAACC00032 34'-O" 20'-0" 14'-0" —1 r— 1 1 ° 00 OO�i� OO O( L ° I---�—J--- L— I-------- °--------- IJcs J� 4 I Filled cell under girder above O i FI -0 I �" I p ear Patio/Slab 4 1�4 LU tRear be poured separate L ()_ from the house slab. -7 I o 0 Iry I Thicken tooting to 24"w x 14"d x 24"L 00 O 0 ° O a 0 1 under filled cell FI I ❑ r — — — — — — — — — — — co)OJ under girder bearing. Rear Patio/Slab to ° I be flush with bottom of sliding door recess. _i Slope 1/2" - I Ie of I I FI I of I� 32'-8" ° I I concrete slab with fibermesh OR I 6 x6 410/I WWM on 6 mil Visqueen over ° clean compacted termite treated fill I � I I FI I 01 I _ C F- -i I ,� °'I I I I I TERMITE TRGATtiiE( d FWQUIRED AE �I o I -- FI r W— I I 4"0 Steel Ballard ®filled w/ Concrete F i o u_UE I I I my m ALE FI— I EEL I Ems" I 00 0E. 0 °r Lo I'- UD I E v o 10 `u N OO O TTTTTT 0 - IFS N uoU i W iv#; 8I 8 0LU n to I t2" r°Ot----i2ecess for 8J00 FETE]Garage Door 2" 3'-5" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above Wynne Building Corp. The Grard Carlton Spanish Lakes St. Lucie County Florida °U :111WI111 A #/IC FOOTING SCHEDULE Mark Size Description FI 14"W x 14"0 MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS Q 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY FF 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14"W x 14"D 8 With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB ® 0'-0" MODEL: Date Drawn Revisions Sheet GARAGE 5-9-11 RIGHT Drawn by: C.C.U. 3 Checked by: D.R.B. OF 5 File Cyr y Comm # 12-2-1 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" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Edge Field Fastener Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 4" 6" Sd ring shank l6 psf 3 4" 4" 8d ring shank 84 psf ��Zone /** Zone 3a I C 6" 11:8 wood screw 112.5 psf ** Use nails or screws based on pres§ure for roof stated in permit info box on these plans for zone 3 Verify with Plan Concrete 12"x 12" Lintel Column Block #1 Rebar Rebar 48 Bar Dia. Min. Overlap Column to Lintel Attdchment NTS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. \-, Provide Cast -Crete 8U8-OB/OT precast -_ lintel set in mortar-1- Min. 8" Bearing - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. e PT Buck ad per jamb into filled c 4" Pre -cast Sill \ Filled Cell Provide tt5 bars with min. 48 bar diameters overlap in filled cell. Tie 'filled cell steel into continuous rooter steel. CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockingq to Vert. leg of truss with IOd x 1.5' nails at 4" o.c. v- I Install Simpson MGT into wall usingg n 5/8" dia. threaded rod set min. 12" \ into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32 CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG Sv Crimp Metal roofing FL MIL51.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4' side laps and V 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 at on this sheet Additional Precast Lintel tt5 bars > rr, . •: 9 CLEAR Lintel Length Bar Length Clear Span "A" Bars "B" Bars V-1111 2'-10" 2'-8" 1'-6" 2,93 none 3'-6" 3'-4" 2'-2" 2,43 none 111P8-OBAT BF8-I15/IT BFB-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,43 none _ #5 bars CLEAR ?"�!;` 4'-6" 4'-4" 3'-2" 2,93 none pO ne Row of "H" ?•; Block AboveZ 5'-2" 4'-0" 2,43 none 2,#4 none Precast Lintel Additional f 2,#4 none tt5 bars 6'-2" 2,45 none BFIL-IB/IT Brill -11-101, 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=e" 3. standard for renf. steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) r LINTEL SCHEDULE Mark Window or Door"H" Unit Width Lintel Size Cast -Crete Specification Rowls of Block Above " a Bottom steel size Top steel Size Max. Gravity Load (PLF) Max. Uplift Load fell Max. Lateral Load (PLF) L22 2'-2" V-0 eF8-013/IT 1 05 3064 1569 1024 L31 2'-6" T-8" 3'-1. 4'-O" 8F8-OB/IT 1 #5 2561 130 _10 L45 4'-5" V-10" BF8-OBAT 1 #5 1 1105 909 339 L50 5'-0" L'-L" 81=8-OB/IT 1 #5 123E 835 121 L60 6'-8" T-0 BPS-OB/IT 1 #5 1011 121 534 LBO B'-OH "i BP8-IB/2T 1 #5 2 #5 152 591 512 L90 9'-O" 10'-V BFe-8/2T 1 #5 2 #5 643 530 401 L908 9'-O" 10'-V BFIL-IB/2T ONE 1 #5 2 #5 1533 1183 401 WOO 10'-0" II'-4" I BF8-IB/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" BPIL-IS/2T ONE 1 #5 2 #5 13LL 1028 452 LI20 12'-0" 13'-4" BFB-IB/2T 1 45 2 #5 411 428 324 L120B IT-O. IV-4" 81"1 ONE 1 3:5 2 #5 1015 110 324 14'-0" 15'-4" IL -IT ONE 1 #5 2 #5 1250 L09 259 L160 IL'-O" riI 8F8-IB/2T 1 tt5 2 #5 300 192 194 L160B IL' -Om IT-4" BPIL-IB/2T I ONE 1 tt5 2 tt5 950 Boo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. 12 Simpson HETA 20 or equal 4 hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs. uplift Aluminum Drip Edge E Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd 113 at each web Aluminum Drip �� %' Edge ! Falacla 1/2" this stucco on 3/8" hi-i lath attached to horizontal and vertical wood 2° framing with nails or staples to provide 2" x d" Sub-FaaCl no lees than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members Kagcan full o vent vinyl soffit installed wain, 1/8" dra shank x 15" long galv. 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) ttl bars vert. tied into lintels above thicken edge to 8"xB" with concrete and one #5 bar continuous BEYOND Top of footer IL" below finished floor J 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 bar Vert. w/ 30" overlap at each filled cell Poured Col concrete b Poured Concret, concrete block i Concrete Manufacture Flush Mounted Shutter Detail Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base Step per foundation plan a Slope per foundation plant I Y iluminum Panel azes per manufacturer 5ee Typical Stud Detail 1/8' x 3/3T Wing Nut w/ appropriate washer and spacing per manuracturer'e Details \ Stud Detail stud w/ Die Cast Zinc NITS Nickel Plated wing Nut nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using 12) IOd nails at each truss PRE-ENGINEERizED WOOD TRUSSES 8 24"o.c. TYPICAL ( shop drawings by manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete -and (1) #5 bar cont. in each row. Substitute precast lintel filled with concrete and (U 45 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IC O.C. with I fr foil -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC RI and Mortar joints shall coinply with FBC RLO1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) g H 2 Simpson I-IETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment ( 24" o.c.) supporting Max.into p 9 beam either wet set or in epoxy with I810 Ibs Uplift ETA 20 122) 10d nails truss into truss. Add leg per detail on blocking to this sheet ski. 6 2 - L90 L90 BI BI LLO BI 0 L90 BI N B I LLO W d ~ 12 L BI � L I 17 Aao�) a3 I 1Y � 2„ Z�`n�� nI 4-3 U BI I I tl l WF__� S OPE _ w U 1 W C`, W o ,n I I � 1174 Z NJLU14 W W I aCL o I B I BI L31 ' ? L I o w gulf Coast SuDDI-4 and MFG 5 Crimo Metal roofirl FL 411651.12 d AW woo screws with self sealing w sher at 12 o.c. max spacing over ASTM D F" (type 2) 30 lb felt underlayme t installed with min. 4' side laps and 6" end la s fastened with corrosion re stant tin ca s and with 1.25" rIn shank nails eck to trusses using attnchme t detail on this sheet L, #IC I Lire Access I with light I (-----� —SLOPE Q ],4 BI I 1 U up I I T( ted IT I 8'-O" MAX. I witht I ( T S 5 back top of chi I I TI I I r I L I I p I I I I BI 1_31 I m I I I BI I BI I I I I I BI L45 2 I N BI N rL Q a 50 on hurrica anc ET r at 2 eacf trus to BI F ( c.) uppo ting lax. n 1810 bs. u Ilf t B1 BI Lf7)O LLO L90B Fill cell with concrete and ROOF O L /� (U #5 bar Vert. (ty Max. spacing shall nott ex f-� exceed 2 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT -4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x4" #10/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER /clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE .IIII=1I IIII=III I 7111—I IIII IIII=I I=1I I =1 I —III 11 i 1=I 1=11 1 1I id— I I Ii —11 I=1 IIII =I 1 1,1111111 IIII—IIII=1=1 a 14 IIII., 111IIII„=111� ,iliIiieliiii 3 T�p Ical Section at Front Porch S al : 1/2" = 1'- " Braden It Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 287-8283 E-mail: bradenaias'comcast.net Stuart. FL 3499L #AAC000032 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTIO 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 CONSTRUCTIC W(gnne Building Corp. MODEL: Date Drawn Revisions Sheet Comm t 5-9-I1 The Grand Carlton GRGHTE Drawn bg: c.c.u. -4, 12-2 Spanish Lakes Checked bg: File Copy St. Lucie County Florida D.R.B. OF 5 PANEL "A" Poles BR Load Wire Description circ# crrc# Description Wire Load BR Poles 2 40 10 kw #8 A/C comp 1 2 AkU #10 3.5 kw 30 2 3 5 q 6 2 30 4.5 kw #10 40 gal. water HTR Ran a #6 12.0 kw 50 2 1 9 8 10 1 20 1.8 kw #12 Pump Dr er #10 5.0 kw 30 2 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave IS 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m Is Recepts 412 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 1 Recepts #12 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 20 1 1 20 IA kw #12 25 26 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 1 20 #12 General Lighting 35 36 Bathroom GFI #12 20 1 1 20 412. Smoke Detectors 3l 38 General Lighting #12 20 1 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) .General. Lighting (3.. watts. sq.. ft) Small_ Appliance. Circult(s). .. .. .............. ... Range .. , , , , .................. Refrigerator................................................... Micro....wave.... ....................... . .................... ...... .... .. Dish Washer ................................................................. Clothes..Washer ......................................... ..... ,Clothes„Dryer.......................................... ..... Water Heater ................................................................. Water, ,Pump ............................. Garage Door Opener .................................. ..... 1135 3 5,205 2 1,5o0 3,000 1 12,000 12,000 1 1,200 1,200 1 1,500 1.500 I 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 4,500 4,600 1 1,800 1,800 1 810 810 Total Watts 31,415 First 10000 Watts $100% 1 10,000 10,000 Remainder 21,415 040% 1 O 10,966 Electric Heat or A/C 10,000 %5% 1 10,000 10,000 Calculated Load Watts 30,946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps l=l�ctrlcal 5 mbol L� end $ Single Pole Switch ® Recessed Can Light Sj Double Pole Switch ® Egeball Recessed Pe Push Button Switch Exhaust Fan Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle o- 1 Wall Mounted Light Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light TQ Thermostat m Electrical Panel © Central Vac g Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack A oi c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light PKR Speaker Hook -Up ❑t Intercom ®= JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, 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, 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GF1 protected. q. 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 bg a licensed electrical contractor, the completed system shall be full-4 operative. 13. Contractor shall pay for all fees, permits, tes-ting, and inspections including blower testing where required. 14. 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. IL. 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 additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. H.B.- Ven_t thru___ Soffit MECH,4NIC,4L L,4YOUT SCALE: I/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 bg 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 RM1502 #2/0 Aluminum feed I Y Conduit -� 2" PVC ( 2" riaid service FPL A/C disc. ISO MCB PANEL #6 coppe wire cont. rear in slab ___ Vent_thru Soffit 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 Braden it Braden ,AI,A, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 287-8258 Fax : (-112) 281-8283 E-mail: bradenaia8comcast,net Stuart. FL 34996 UAACC00032 H.B. Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB ELEC7RIC�4L PL/4N 6'-3" 6 u X W `= N - v G Post Light with I Photo call llgnne Building Corp. The Grdnd Carlton Spanish Lakes St. Lucie County Florida Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc, t shown for clarity SCALE: 1/4" = I'-0" ,Attic Venting Calculations FBC 2309.7 Total ,Attic Space = 212-4 sq. ft. Venting ratio I/ISO = 14.1( sq. ft. required MODEL: GARAGE RIGHT Provide A Continuous Vented Soffit Date Drawn 5-9-I1 Drawn by: C.C.U. Checked by: D.R.B. Revisions : Sheet I Comm # 12-27 OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be rfad given special attention by all persons installing trusses. SPACING NOTE ALL TRUSSES ARE TO BE SET AT 2.-0ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE STENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO IINGINEERING DRAWING TO DETERMINE J® IF MULTIPLE PLY. Ai F1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. Spanjor less A 60 degrees or less � s BCS1 woy if crane used. .,e1 �,,y not match. truss this Way. 30' to 60' Span A Spreader Bar hag F—Approx 2/3 to Line 1/2 of Span REFER TO BCSI ,ss must be set this way if crone used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses A are installed. A& ,X�1 FR 1-1AIV [:::>LF=f-R NOTE UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. it U REPRESENTS A HANGER Carrying Girder For Truss to Truss Connections see j hanger/connectorTNailsbe as de rschedule in engineeringe nailz package. Carried Truss EAT PLATES BY CHAMBERS INDICATES LOAD BEARING WALL jREQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'1 ABOVE FINISHED FLOOR 12 4.00 1— D upset=l/4" heel=315/16" PLUMB CUT END 1, 2 x 4 Top Chord WALL HEIGHT 8'-l" TYPICAL END DETAIL li, 4 12 4.00 F__ 2.00 081-1• 12 upset=114" heel=3 15/16" PLUMB CUT END 1' 2 x 4 Top Chord WALL HEIGHT 8'1" END DETAIL: A A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 17' - 23' IN LENGTH IL Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers GARAGE LEFT GARAGE RIGHT FABRICATION AGREEMENT- itiilsm cwtor as BTAIm® uum Tim AambaNr all aI mm a RETURNED This beet description dthe pmopo ywhom Be tosses we be Installed is: - TM 1. Tmtsa, ereukrm ~ wM Oit buss pleaenwnt dsgram W10 4 yliliCitt{ the BOW atiedb for debnbilep-MMO el/ bbllCdiC11 Of this Notss. 2. M dknendra In Bit layout have been voMW by the tsdeldprd. .9. UNsit valteh nctioe b provided by gerWsd mtl b CMmbers Tows whin Ion ncl drys of ddvey Bw taderslgrnd apses tlhd ro bedochwpes we. a atowed..6n the suet such wow Thclles b furnbhad Chmbes Tons shall have Base (� - days b wNdh b bspkh t�4s rsghbe4 onto sulua9t¢e aBhecbtwses. d CMltbers PIi1Sn' i.The udars�lted aduanowledoea reoelpt d"BCSI tsuwlwydwd by TPh a tyfCA a Oahe= b b job alto B b Be. buY�s'reepernemy ro meks Be. job Me sulaAb for ddary. Cturrnbere Tone Ias On Sob 8100101 to determine thruss will be e amda6atyoPBa job acre d' a Th �twyw b raDensmle addltlaW dNvwYofthe far delivery. Chambers T e>nerues r Chambers Muss M r dv bseeuse ig stie b riet f or:ed fr delvey r buyer is not Deepened fr deMry d owsw. Sulfur nsppwbls to ftihsrabars Tows for tovdry vests duels limo camdrtens. & P. es ahewn 4 pete�+Wh 7 below IS subtend b dumps r say n9hernoes m-nano h "kiveuL A 350 per bourbe fx rwlslons maybe dhroed by C hrmbeu Tnles. 7. Thb is a PURCHASE ORDER to Chrnberajiuss of Bu an agreed 1% or Y F4 pusmrd a reasonable Aloe, Invoke we be made on delivery and paid vdBin tams d on deMery. inval Try. W trade d sch" dab bf delvery r buyer crud acoapt dalvey d fatxkabd thanes. The uderslon d epees to pay C herbers.Trues teasalrWd altrrisy'e fes for carectlmw In event of paymernt not finally made. 11-1R %par mesh aetyce oMmoewe bs added ford sums not peldta" lam t. . & Slpwba s or Initials anywhere on Of shad owOMes agnertwito al ten. harotn. . pr'b oraldanBm of Chambers Tows eden*V credo for Mt Material Be. uderdped unowde raly ptaranbes paymerd when due of any and all YWn6bdness owed lo clim6sts Thus by.s y andy .scalub nanerW and tle uthdemSlpwl pees b p"ry' aadh lodebbdaa s kwbdinp stior aye feos, If debdl In payned ter nallrial be made by Be. y' VIW sued d any moron wnordno this ag orneK the Man kadshad hereunder r paymsub rabved b beri that parties apse rat Be. apb vests lox any such action we be Sakd 10aY Cray. Florida. 9 j. sdelespormleper hAnd Rilimma dedGuidelines On ponW. arCaMwdlon Using mew Phu Corrected WoodTnewes ANWIPtia 4-2012 DATED L— &IGNED -- - ' M.R iULE •.• AgxwderbormoVbsfagf Wper"BCSIWbpvmtk*wyadmmgL- = IYluMple ply Muses must be fastened together per anglueodng before they are set, fagtrre to do so can reiultin roof coURP4& Temporary and Pam ont bracing are requIred and can KID the resportslbl0ty of the trtue ecscbor. and property _ .Study the contene of the Iniftnil don packet Included on dellvery before aetft Mmmbe" ilinnew mustbesetard braeodperdastgfbprevertgJW&damps Tnuses must be eat plumb and mquare Do Untied bunks or stack of plywood. roolblg !arterial Or any -other cuhitsntrated loads on trusses, the can cause collapse. ...1 DO -NOT SET TRUSSES USING THIS LAYOUT .. USE LAYOUT DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3106 Oleander Aiisnue Fort Pleri Florida 34982-6423 800-551-5932 FortPerce 7r148a20,2 Fax 777A"11 Vero Beach 772469-2012 Surat -777r286.1502 a Architl•ct4 or Architect's represemitatF shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other cenStn.ction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gar vity and uplift loads and their rep chive locatiJons. Approve y: /0 3 Date 92.0/93.2 MITEK 4.2 _ Braden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department SAINT LUCIE COUNTY Wind Design Criteria ASCE 7-2014 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake T- S Loading in PSF Roof R.D.L. w _ Top Chord Live 20 0 Top Chord Dead 7 4.2 s j o ( Bottom Chord Live 10 Non -Concurrent 2 lw e — Bottom Chord Dead 10 3 `41111, o I TOTAL Load 37 7.2 S " `. 3. f Duration Factor 1.25 2 C Wind Speed 165mph 0 Top Chord C.B. Sheeting by builder. "' s Bottom Chord C.B. Sheeting by builder. ~ Highest Mean Height 14'1 Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 W F- a 13 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT r y DESIGN CRITERIA shown above with the ing department and your engineer. gn Criteria is the responsibility of the inq-Designer and/or Enaineer of Rernrti Chambers Truss Inc. Drawing Name: M11323 Scale: 1 /4 = 1' 72 total trusses, 13 different trusses. MI 4: SAE ACAD: SAE Reviewed By:lu/y/,Jr Date:04/24/12 Revised:10/07/15 FOR WYNNE BUILDING CORP. DESCRIPTION: 62' GRAND CARLTON III PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11323 F lea c 7 >�iy I `tU kiG d 6&A