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Home My WebLink AboutBUILDING PLAN12 4 1 SLOPE 8'-I" T.O.B. Gulf Coast Supply and MFG 5v Cr mp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attac ed 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 resistani tin caps and with 5" ring shank nails 'spaced 6" o.c. at all laps and two s aggered rows 12" o.c. field. Attach deck to trusses using attachment de ail on this sheet 2" O. O O 0'-0" = Finished Floor 5/8" thick x 8"w cut coral Finished stucco bands LEFT ELEV/4TION SCALE: 1/4" = I' 1 0" 5/8" thick light textured stucco on typical concrete block construction WACTO"�IQiURCtig LABLES , e AN06HO , REAM FC EAIEsp- C(r tii4p' I'4j IN ONAr,R ()C)q(IF r �Mfll /NSfz�7laiy:s,s Advb �5riN2tr,:;y 5/8" thick x 8"w Cu coral finished stucco banc Goo a" laco oleo %0/0000< Finish Columns with 5/8" thick cut coral finished stucco bands PLPVA71ON N07PS: Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451,12 26 ga. Sv 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 Stucco on Lgplcal concrete =/ U 6111'-n I.u6 �iui block construction finished stucco bands REAR ELEVATION SCANNED - Overhangs at 1'-0" unless otherwise noted on Koof f 'Ian =Tf+If iB 0' - Roof pitch at 4:12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1165LI2 ,Any changes to this plan Shall be submitted to the architect 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" for approval I n writing prior t O starting construction. wood screws with self sealingwasher at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and V end ALL laps fastened with corrosion resistant tin cps and with 1.25" ring shank n�II oPK - R e t u r n ALL Stucco Bands Into Window or D o or . spaced 6 o.c. at all laps and two staggar d rows 12" o.c. in field. -_ deck to trusses using attachment detail on this sheet NSPNOP�)6 PEOPSZNPZ �SSil SSO EGS �p ESP Day F\E�VNNpROEp��pD' 401SNEGESS-PpQ�1G� cP, 4*\'y N G`VCEALEDfAS ARE rkr 'kRSOR 12 SLOPE 4 W RESPONS/ "I CHMF C01VrRACr0 5/8/OFRfCpRDr8' NiS 12" 5/8" thick x 8% cut l.. H coral finished stucco 'ands H. 3 3 5/8" thick x 8"w cut coral finished stucco bands �5/8" thick light textured stucco on typical concrete - - _ _ _ block construction O'-O" F - ------- - - -- -- _---_--_-_----_--_--_--_-_-- Finished Floor Finish Columns with 5/8" thick cut coral finished stucco bands TNEBepAAREs- : ,. RIGHTELEVATION REQUI6r�IcG`rp�aNr,� � OSEDWORIC MAYCat' Pay. dY FIELD IDS pEC+'ICiIONS SCALE: I/4" = I'-O" COW,., ..1 g^yiN ., ,DER p 1'NAT Opening Type Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors. Windows & SkYlighto NOA/FL Product Model # Manufacturer Glens Attachment method NUMBER ST iration Da e � n Pressure 4 ,%e "': 1,2,3 t4 A FL# 11499.2 16-0330.02 Single Hung Overhead Garage Door Series 185 Model 824/811 9' 4" max width 16 -O" max height Mi Windows end doors DAB L w. a gpeans qq mrr�i. pgnTk?t�p at meX. ion sacra corner end L o.c. ti erealter through PT buck into sold awed ern) .eu nsir taming inn 2.5' edge distance m strict adherence to the product approval a s9 m .rc .one 31' cv_ w hoc sw,re az+br. ,� a as mh i25 ""ilh-Svi'm tMwd rosdpn o t a'x'm"":Vh sir rt t"ernrn p raw 1D 5/it x inn r Ls edp. dwt.o. - OC to nrKcq adhere to W� apprevai ravW. l/Y' a.alrr m reler t.. ,,I,1.1 't"e .), C AN):xj('H(oC zItuAk Or,8(';yCRVV CO L " i' :.' '' ORSA + AP 10-9-21 B FL# 16614.1 Fiberglass Smooch Pro/ Jeld-Wen Elco 1/4' die. tapcon with min 1.25" embedment at 3" max from corners and 11.5' o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 15332.2 Sliding Glass Door Series 420 Mi Windows and doors x °moans Denetration et max. ion u into solid and l CM Bull ll main row thereafter through min 2.5' edge dutnnce in Buck into e hued CMU call approval. m etnet adherence to the product n roVel. + 48.2 PSF - NOA/FL NUMBER Model # Manufacturer Attachment Method ESSTtion atera DesignPressure oAppr is Mullions FL# 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 scAws per clip as shown in product approval. + 118.9 PSF - Roof FL# 11491.12 SY Crim p Metal RooFing Gulf and Coast Supply manufacturing 2G ge Sv criwp metal roofing attached to plgwood deck using #9 x 1.5" wood %crews with self sealing washer, at 12' o.c. max spacing over ASTM D (tgpe 2) 3o ib felt underlayment installed with min. q aide laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12 o.c. in field. Attach dock to trusses using attachment detail on roof plan PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented vinyl Soffit ICaycan Install using 2" x 2" battens at 0 o.c. screwed to soffit framing using tte0.12x dia wXodSscrews an eachg shontrussls irtstal(j8ffdiato east. using +55.0/-35.0 PSF Hurricane Panels FI# 15014.2 24 Gauge Storm Panels Global Protection Product,e LLC Install using 1/2" dia. solid set lead anchors with 114" din.-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 "'-JcASL400DEs 2" x 4" top plate;nF� I/2" drywall ceding on truss bottom cord base -board 1/2" drywall on 2" x 4" studs at 19" o.c. 2" x 4" P.T. bottom plate SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411151.12 26 ga. re crimp metal roofing attached to plywood deck using over x 1.5" C��Y wood screws with self sealing washer at ed o.c. max spacing over ASTM nFILE (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 5/8" thick light textured / stucco on typical concrete block construction FRONT ELEVATION SCANNED' BY 3T I_UCIp G(j ST. LIICI71A Y BUILDIN�IVISION REVIEWED FOR COMPLIANCE REVIEWED BYBY DATE �� PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTIONS) WILL BE MADE 4" concrete slab with fibermesh OR 6"x6' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearincl Partition rat a 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 SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands -0'-4" A.F.F. SCALE: 1/4" = 1'-0' 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: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categorg: II Wind Velocity: 165 mph ultimate Mean Roof Height: II'-g" Roof Pitch: 4.12 Internal Pressure Coefficient: ±0.18 SubJectabdity to damage from: Weathering: Negligible Termites: Veru Heav4 Width of Roof End Zone: '- " Wind Speed: 14S mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.126 Adjustment factor for Exposure Height: ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.6DL+0.4WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.L psf Roof Zone: 2. +20.6/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components t Cladding Wall End Zone Width: 3'-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/-40.3 Pat Shear Walla Considered For Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Teat: psi This Building Shall Have the Following: APPROVED SHUTTERS: X IMPACT GLASS: BOTH: NEITHER: ROOF LIVE LOAD: 11 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -±S-- psf FLOOR DEAD LOAD: 1O psf JOB ADDRBSS: � TO 412 FNTCH 0 as Roof Zone I Walla Zone 4 EH = Roof Zone 2 Walla Zone 5 END ZONE Corner Zones Roof Zone 3 Braden it Braden AIA, Pro Wgnne Building Corp. MODEL: Da5te9-1 sin Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue The Grand C o r 1 t On GARAGE RIGHT -11 Drawn by: 1 12 - 2 7 Tel : (112) 281-8258 C.C.U. I . I Fax : (112) 281-8283 Spanish Lakes Checked by: E-mail: bradenaias comcast. net St. Lucie County Florida D.R.B. OF 5 Stuart. FL 34994 #AACOO0032 FLOOR P L A N CRASH FCST DETAIL TYPICAL NOTES: SCALE 1/4" I. Contractor to verify ALL notes and dimensions prior to ste high by 4° diameter steel crash post. Floor proceeding with work. Flange with -4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into q slab (3/8"t 50 ksl steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 6„ 4. No dissimilar metals to touch. 2%2" 2'2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. o /�° ALL Concrete used for vertical filled cells, coat. tie beams etc.. to - shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/e" 0 2 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R102,3.5. o o - 7. ALL wood in contact with concrete shall be pressure treated. 8. ALL Wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11- Contractor to Provide a 2'-8" wide door at one bathroom for ;2y," handicap accessibility requirements. /2" `„ '/2" 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index Of not greater than 450 per FBC R302.9.2 17. All exposed attic insulation materials installed on attic floors shall have a critical radiant I" x 6" P.T. Buck nailed to flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 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. G psum board material shall conform to ASTM C36, C�9, C4-15, C514, C630, C931 C40, C1002, C1047,C1171, C1118, C12-18, C1395, or C139b and shall be installed according to the following: (FBC R702.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P 9 of fasteners Nail slung options for dr into Spacing Maximum installation of wall wood Framing mem era Naila Screws y x min. thickness Ceiling Perpendicular 24" -I" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 114" long annular -ringed or 5d cooler nail i2 OR 0.080" dia. xx 1 5/8" long with Walls Either 16" g' 16" Direction 15/44" head OR Gypsum board nail 0.08L" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" 1" 12" 13go 1 5/8" long with 19/44' head OR 0,098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e 0.0 dia. xR 1 1/8' long with Walls Either 141, all" 1692" Direction 114" head OR Ggpsum board nail 0.0915" dia. x 1 '1/8' with 19/64" head. Install SGD thru buck into block with 3/14" 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 productl approval Use 3/19" 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 approval 19. ALL ceramic tile surfaces Installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A13(.l and A137.1 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 accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roohma FL #11651.12 26 wood' 5v crimp metal roofing attached to plywood deck using #1 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach sdpeck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES ( 24" o.c.) suppporting Max 4 18101bs. at 24"o.c. TYPICAL uplIft (shop drawings by manufacturer) Aluminum Drip blown fiberglass Edge d Fascia V-1/2" in bottom chord of trusses dril aaa 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 Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (l) 45 bar cunt. For bottom row over openings using 1/8" dia shank x 15" long gals. roofing nails with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at IL' o.c. with R4.1 frfoil nsulation on typical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete w and shall meet all pertaining ASTM codes. Mortar to be Type M. on proportioned per FBC RLO1.1 block construction and Mortar Jonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar vert, w/ 30" overlap FIII cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for Base spacing at openings 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade i t I1 I I I_ III III 1=1 I' 1= � 11 I 1 1 u I I- 114, x 14" Concrete footi ng 14" witf, (2) #5 bars cunt_ and #5 T Y F I C A L SEC70N transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Masonry Beam Head fixed door slidingdoor 77 1 I/2" i AREA Living A/C Front Porch Rear Porch Garage CALCULATIONS = I44b = 141 = 200 = 321 sq. ft. sq. ft. sq. ft. sq. f t. Total Under Roof= 2108 sq. ft. Total Cubic Ft = 11,568 2" VTR JAL 1 1 1 21' VTR I JiL Master Bath I ILev. I 2" Lay. .1" 1 2" VTR w.�. J1L 3" I 2" Shur. 3' / Kit. Sick I Kitchen 2 I „ I Lay. 3" W.C. Bath #2 spar. 3' C.O. To Septic PLUMBING RISER 1" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Track Typical Flooring SiII Install SGD thru buck into block with 3/I6" tap -con with S l l d 1 r g D oor D e t a I I from I from epenetration at 6" . max. ach corner and 20." o.c. max thereafter at Jambs per product approval) b At Masonry Wall NTS am Window Schedule Mark Size Rough 0 en. Window Descri tlOn PRESSURE ZONE 1. -5%'x 5'-3%s" 54%8"x 63i;' Single Hung ZONE 4 2, -2%"x 5'-3 %" 15" x 63 %4" Single Hung ZONE 4 3. '-2" x 3'-2 1/24 2l%;'x 38%" Single Hung ZONE 4 4. %a" -5%"x 4'-2 54%a"x 54Ya" Single Hung ZONE 4 ALL and ALL ALL All with Windows to be aluminum windows w/ tint mullions per elevations. windows to withstand pressures in permit info box on sheet i windows in bathrooms to be tempered rough opening dimensions to be verified by contractor manufacturers specs prior to construction D oor Schedule Mark Slze Rough Opening Door Description PRESSURE ZONE A '-O" X �'-O" 108" x 84" Overhead Garage Door ZONE 4 B $'-0" X C-8" 41 %;'x 83%" Fiberglass Panel - Inswing ZONE 4 C '-O" X L'-8" 14" x 81 �2° oi::::" Sliding Glass Door ZONE 4 D 2'-0" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24" x 81'/ E 2'-1" X c-es, Solid Core - Wood - 4-Panel F i'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold G -8" x 6'-e" x I %' Solid Core Wood, Steel, or Masonite Door H '-8" X 6'-8" Solid Core - Wood - 6-Panel J '-6" X C-8" Solid Core - Wood - 6-Panel - Bi-Fold K -e" X 6'-8" Solid Core -Wood - 6-Panel - BI-Fold ALL box GARAGE WITHSTAND All With Exterior doors to withstand pressures stated in permit info on sheet 1*I DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 rough opening dimensions to be verified by contractor manufacturer s specs prior to construction i I E„ N I Ln m I En N EGRESS 12" x 12" concrete column block filled with concrete and (2) 41 bars vert, tied into lintels above Covered Porch u O 1 1 1 1 TI l " " O OE I MASTER 8'-0" to 9'-1 „ A.F.F. BEDROOM Vaulted eiling 8'-0" A.F.F. Flat Ceding GAR AT RGjCM 1 I 1 Rod 19'-8" "Shelf 4 �r I I _I 1 L N 1 will I a- L S E T 8'-O" to 9'-8" A.F. . 2" x 6" knee -wall o Vaulted Ceiling I below counter top DINING I ROOM I D e" LRod F Shelf 1 Vanity to be 34 %2"high 1 1 0 1 High gall KITCHEN I i N - 1 - - 1-1/2" -hang- J O fiver _ - I 8'-0" A.F.F, ° ° iy Flat Ceiling - � ° O 4"3'-O" Upper cabinets to extend over Ref. ATH A.F.F. o Uc Flat Ceiling u v m ~IT m� SECOND ° BEDROOM �o Vanity to 34 %2"high- m I J O noIr C BAT1- ° ry O I u I N -II Batts eulauon ° 4"0 steel Ballard - 1 I Il" $er-Qgtail Qn thle sheet p3 Attic Access Provide auto li Lwith light I closer _ Q Q 22„ 3 6'_o" 4" s ISO Panel mp Om B EGRESS " ](]m E 0 " 3'-1" T ` CC 2ncre VER ID 12" x 12" a column block filled ith concrete and (2) #1 bars v rt. tied 0RC into li tels above GARAGE 8'-4" Flat Calling O N r-----------------� Block wall in garage to be -� struck block I I I I I I I I I ® I I I 4'-2" 2,_8„ 2,_8„ 9'-6" 3'-4" 5'-4" 15'-10" 34'-O" Install windows thru buck into block with 3/1C tap -con with 1 1/2" penetration at 6" o.c. max. from each corner and 20." o.c. max thereafter at ,Iambs and 20" o.c. max. Exterior face at head and aill per product approval of wall Buck to be I" x 4" PT °U qB NLL I W Vent C ryer /throucifiJ wall Filler i� A//1C o v Teter 0 I N FILE COPY Attach buck to block wall with 114" dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max From each corner thru Exterior face 2" x C PT Buck of wall I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT lock with case hardened nails ON ALL JAMB, HEADER, AND D e t a l 1 C t UJ I n d OW S prior to window attachment SILL BLOCK PRIOR TO BUCK D e t a i l c t Door INSTALLATION NTS Braden I Braden AIA, Psi Wgrne Building Corp. MODEL: Date Drawn Revisions Architects - Planners 5-9-11 411 S.E. Coconut Avenue GARAGE Drawn by: Tel : (7�2) 2s,-s25s The Grand Carlton RIGHT Q.C.U. Fax : (7 12) 28�'1-8283 Spanish Lakes Checked by: E-mail: bradenala comcast.net St. Lucie County Florida Ej g Stuart. FL 34994 UAAC000032 #8 Wood screws thru ,iamb Into buck at each hinge and 15" o.c. max and prior to door attachment NTS Sheet Comm # 2, 12-27 OF 5 2 3 4 5 Q TFLUCTURAL NQTE5: 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, ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 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 POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. II. GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 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. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND 13 MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF BUILDING CONSTRUCTION TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 14, GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE Is - ATTENTION OF THE ARCHITECT. 14, GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR I-. FOLAD/4710N FLAN SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) =i 41 PSF WIND VELOCITYI= PER PERMIT INFO BOX ON SHEET 41 EXPOSURE ALL REINFORCING TEEL SHALL BE GRADE 60, MEETING ASTM A-16, $ A-35 SPECIFICATI NS. 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 CONCRET PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. USE STRUCTURAL RADE WOOD WITH A MINIMUM Fb OF I600 PSI ALL STANDARD L MBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 BOUT ERN PINE, UNLESS NOTED OTHERWISE. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE 71REATIED. FASTENERS TO HAVE MIN. G185 RATING. 1. Any changes to plans must be SUbmltted 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 2900 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 5'—II" wide. Provide (2) filled cells on each side of openings from 6 —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—l6 and A-35 specifications. ALL Anchors to be A-301 Steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. 45 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and at each filled cell ECTIONS one #5 bar continuous 4" concrete slab with fibermesh OR GRADE 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ro - i4) Grade 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 4" TYPICAL FOOTING DETAIL 1/2" = 1`0" 4" concrete slab with fibermesh OR 6'IxLll #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill \X/ #5 bar Cont. Step per foundation plan 12" x 12" concrete column block filled with concrete and (2) V1 bars vert. tied into lintels above Top of Tooter 16" below finished floor_ (2) #5 bars cont. bottom steel "EPDOWN E 1/2" = I'-o" 30"x30"xl6" concrete column rooting with (4) #5 bars each way COLUMN FOOTING DETAIL _ SCALE 1/2" = 1'-O" 4" concrete 6"x6" 410/10 W clean compac PORCH SLAB EDGE 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. ilab with fibermesh OR JM on 10 mil Visqueen over ed termite treated fill TAIL BC, LE 1/2" = I'—O" #5 bar Vert. w/ 30" overlap at each filled cell SEE TYPICAL �ECTIONS Adjust curb height based on gar. floor 4" concrete a slope. 6""" #10/10 LULL#5 bar in curb clean compacts \ n'-n" 9 F F 'gl-\ ib with fibermesh OR 1 on 10 mil Visqueen over d termite treated fill T ;'.." � , ,III 14"w .x 14"d concrete monolithic footing with (2) #5 bars cont. 14" GARAGE CURB DETAI / 2 " = I'- 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bolt at 18" o.c. overhead doipr track secured to wood jamb per manufacturer's product approval Cara e Door Jamb Detail I GARAGE DOOR TO WITHSTAND PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. NTS a v 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 Double Filled Cell Column NTS 20"0" I _ o0 00 ___:_ __=o0 00 " t - _ ----- - - - � Oi — F1— —�O —° J� L Filled cell under z1 I girder above 0 I FI Io — Rear Patio/Slab �to be poured separate -7 L , [?J1L from the house slab. I o ° Iry Io I N �r Thicken footing to I 24"w x 14"d x 24"L a I under filled cell FI I 0 0 ° E 0O under girder bearing. Or — — — —— — — —— — -- ---� Rear Patio/Slab to I ° be flush with bottom of I - w c°_V sliding door recess. I i Slope 1/2" q o I N u_ ' I -4 to of I F1 10 O I 32'-8" a H.B. concrete slab with fibermesh OR I 6"x6" ItIO/10 WWM on 6 mil Visqueen over I clean compacted termite treated fill I I Fi I - b I i CA I I E 70-77 OO OI #I Ballard I 4"4 Steel W ®filled w/ Concrete F Io r �m 4Us a�a I I I a E I ) D I I I E `- I FI— a s 0° ❑° "Illz ❑° ° Y 3 . I I Q Cal I U) O _ li of 0 °I a o Fl I = 00 0 OL---_— 00 O O D = cp U I LLI ° F4 0 XI to 8 r —' ® t — — — — Recess for Ps — --— — -- — —— �° --- "O EE Garage Door 00 OO L 3 F 6'-2" 31 5„ 9'-0" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above FILE COPY FOOTING SCHEDULE Mark size Description FI 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 0 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS FS 14"111 With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" Braden It Braden AIIA, PA WLgnne Building Corp. MODEL: Date Drawn Revisions : Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue BTel T r a n d Carlton G RIGHT 5-9-11 drawn by: 12 — 21 : (112) 281-8258 C.C.U. I Fax : (112) 28�1-8283 Spanish Lakes Checked by: E-mail: bradenaia comcast.net St. Lucie County Florida Z).R.13. OF 5 Stuart. FL 34994 UAAC000032 R00F SHEETING ATTACHMENT DETAIL I. 1-II1911flulll IVOII JIGG — vu ilrly .dill inp- 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19pp/32" COX Plywood 4. in peramit infocboxsonathesenplanss fore for er3P stated Keg Area Edge Field Fastener Pressure Zone I �" s;" ad ring shank 45 psf Zone 2 41, 6" 8d rind shank % psf Zone 3 '4" 4" Sd ring shank 8,4 psf ** Zone 3a 6" 6" 48 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 Verify with Plan Concrete / Lintel 12 "x 12" lumn Block Rebar Rebar 48 Bar Dia- Min. Overlap Column to Lint&l Attachment NITS Provide 45 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. i Provide Cast -Crete SUB precast -- - -- - " lintel set in mortar _ _ Min. 8' Bearing -- --- --- de #5 bar set in pre -cast into beam where length of paring calla for it. Y r;-Ya ovide PT Buck .ached per jamb mils Into filled c 9" Pre -cast Sill Filled Cell Provide 95 bars with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous footer steel. I- Concrete Footing (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN Scale: I/2" = I'-o" CBS WALL d- N SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with 10d x i nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into trues TRUSS ,BLOCKING DETAIL AT GIRDER STRAPPING AT CE11TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 92f over ASTM D type 2 paper backed wire lath nailed to substrate through one layer or ASTM D Tape 2 felt paper using ad nails. Substrate to he 19/32 CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 4II151.1�4 2G 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 land L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L at all tape and two staggered rows 12" o.c. in field. Attach deck to O.C.truases using attachment detail on this sheet Additional Precast Lintel Lintel Bar Clear " A " ' B #5 bars r-',k' • 9 ':r': , > wIn al.«� CLEAR Len th Length Span Bars Bars 2,_8, 1,_L' 2 #3 none 2'-10„ `----� `----"----" 3'-L" 3'-4" 2'-2" 2 u3 none BF8-OBAT BF8-IBAT BPS-IB/2T 4'-O" 3'-0" 2'-8„ 2•#3 none Addtional 4'-4" 3'-2" 2.tt3 none #5 are CLEAR ne Rau oP "H" , Block Above 5'-4" 5'-2" 2,43 none 2,U 4 none r ` •:.%'��" 9 Precast Lintel- iL_4„ 5•_.}" 2•44 none i i Additional i •.. 1'-L" �'-O" 6'-2" 2.#5 none i i 45 bars s----� ----" 8, 4„ I,_1O„ T-O" 2,45 none 8FI4-iB/IT 8FIL-IB/2T NOTES: I. min. coverage of steel=l.5^ a ALL reinforcing steel is grade LO. g 2- min. bearing required ea. end=8" 3. standard for reinf, steel=ASTM A415 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window W do Unit Width Lintel Size Cast -Crete Specification Rows of "H" Block Above « Bottom Steel Size T steel sip Max Graving Lord (PLF) Max Uplift Load (PLF) Max Lateral Load (Ti L22 T-2" 3'-L" BF8-OB/IT I #5 301.9 15L9 1024 L31 2'-6" 2'-8" 4'-0" BF8-OB/IT I #5 25LI 13L3 143 L45 1 4'-5" 1 V-10" BF8-OBAT I #5 1105 904 339 L50 5'-0" L'-L" are-OBAT I #5 1238 835 121 LAO BF8-OB/IT 1 #5 1011 121 534 LBO 8'-O" 9'-4" BF8-I113/2'r 1 #5 2 #5 152 591 512 L90 9'-O" IO'-L" SF8-IB/2T I #5 2 #5 L43 530 401 L90B 9'-O" 10'-6" SFIL-IB/2T ONE 1 #5 2 95 1533 1183 401 LI00 10'-0' II'-4" BF8-IB/2T I #5 2 #5 582 494 452 LIOOB 10'-O" II'-4" 8FI6-I113/2T ONE 1 #5 2 #5 136L 1028 452 LI20 12'-O" 13'-4" 8F8-IB/2T I #5 2 #5 411 428 324 L120B 12'-0" IV-4" 8FIL-I119/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0" 15'-4" SFIL-IB/2T ONE 1 #5 2 #5 1250 409 259 LILO I6'-0" n'-4" 8F8-IB/2T 1 #5 2 #5 300 192 194 LILOB I6'-0' n'-4" 8FI4-IB/2T ONE 1 #5 2 #5 950 1 500 1 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - LITO CAST—CRETE CATALOG FOR ALL NTERL CONSTRUCTION, HALING INFORMATIONINFORMATION AND SE RLOADRDING REQ REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTR11SSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24' o.c.) supporting Max. 18101bs. uplift Aluminum Drip Edge E Fascia 12" 2" x L" Sub-Fasci Kagcan Pull o vent vmgl soffit installed using Va" dia 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) 41 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous -\ BEYOND Top of footer IL" below finished floor J IIII—IIII II r —IIII IIII e e 1 IIII-1 I --TTTT 1 12 4�- Aluminum Drip ' Edge It Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd Its at each web na` 1/2" thick stucco on 9/8' hi -rib lath attached to horizontal and to wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan Poured Concrete or concrete block wall Poured Concrete or \ concrete block wall Concrete Anchors f Manuracturers Specs Flush Mounted Shutter #5 bar Vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be Plush with bottom of sliding door recess. Wood Base Step per foundation plan Slope per foundation plan IIII �1�1=yllll=IIII—IIII �—�� N < F- a Anchors Per :ursrs Specs 1/4"Max. Tzeslummum Panel per manufacturer See Typcal Stud Detail v 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing o`m per menu{acturer'e Details d i Z' 0 m m tall IV lP""'M1�I II �.1915" Stud Detail Stud w/ Die Cast Zinc N75 N Nickel Plated Wing g Nut nts Brace Gable end with 2" x 4" SYP #2 art back nailed to bottom of top chords using 12) IOd nail at each truss PRE-ENGINEERED WOOD TRUSSES ® 24"o.c. TYPICAL ( shop drawings by manufacturer ) Simpson 1-IETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8" dia. threaded rod with min 12" beam either wet set or in embedment epoxy with ( 24" o.c.) supporting Max.nto pp g aX. (22) IOd nails into truss. Add blocking to 1810 lbs. ublift ETA 20 truss leg per detail on this sheet Brace Gable en 4" SYP #2 mir nailed to botto rds using (2) 10 ails at each true O I insigp All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. ETA 20 n Mortar to be Type 'M" only proportioned per FBC R401.1 FILE CONand Mortar joints shall comply with FBC R601.2.1. Provide Our-O-Rock at all wet areas (ex. Showers, tubs etc...) Fill cell with concrete and ROOF F L A �I (1) US Max. sppbar Vert. (typicaD. I �l 48" unlessnothshall m1 a noted exceed see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermeah OR - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER L"xG" #10/10 WWM on L mill Visqueen over clean compacted termite treated fat — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE _ ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. =Tr IIII IIII III — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS 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 (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings drgwall over 1" x furringa� strips at 14" o.c. with R4.1 II -foil ulation on t ical 8" Block walls � N L90 L90 L40 BI 81 BI O L90 BI N BI rLLO N W ~ 12 ~ I L B1 W vJ L 2" U,(a B I IL p I I W I— IF S OFIE in I Lil u I �Z W U] ou, 'L fu a u G Q N n WLy t W I I Na W `< n B1 L31LU B L =� t I on y.:. rA — f 1 Gulf Coast Supplg and MFG 5 ir Crimp Metal roorin FL #11451.12 ; woo screws with self sealing washer (type 2) 30 Ib felt underlagm at 12" o.c. max spacing over ASTM D t installed with min. 4 side laps and L" end laps fastened with corrosion re stant tin caps and with 1.25" ring shank nails mac to trusses using attachme t detai on this sheet - /C BI ul -- r— a — ttre Cease 1 I Q with light L_____, SLOPE "4 ptad I 1 I /(U I T T it I 8'-O" MAX. Iwith 2" x eft back I( S S of top chc TI I n I 2 1 - - w -- - I I E I O I BI L31 I I eo I 1 I BI I BI I I I I I BI 1-45 = 1 N a Q B1 N O m H W 1-50 on ET 2 — -1 hurries arc r a mac true to BI uppo tIng ax. •r 1810 ba. U lift BI BI - r01 LToO LO B1 L90B toit =IIIIIIIIIIIIIIII=IIII IIII III— ,, II - — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR III=IIII ;,.IIII=IIII=IIII=III =IIII Ills- F1 CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION =_I 11 1 14 `� T O ii 3 T4pICa-I S�CtIOn at front �OrCi1 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE >=r,1:3M anA=)n CI1;P\/1=Y Tn 7PII-C�5 ( nM1=ANY PRIOR TO TRUSS CONSTRUCTION G Scale I/ = I'-O" Braden t Braden AIA, PA ..I.I i �,.,, ,i.,... _ - W(6nne Building COrp. -- - - - MODEL: Dm�e Di;wn : Revisions Sheet Comm 1* Architects — Planners 411 S.E. Coconut Avenue The G f and Carlton GARAGE RIGHT Drawn by: r� . 12 - 2 �1 Tel : (112) 281-8258 C.C.U- Fax : (-172) 281-8283 Spanish Lakes Checked by: E-mail: bradenaiascomcast.net St. Lucie County Florida D.R.B. OF 5 Cl .2AQQ/ itd drn nnn0A') PANEL "A" arc# Description Wire Load BR Poles Poles BR Load Wire Description circ# 2 40 1.0 kw #8 A/C comp I 2 AHU #10 3.5 kw 30 2 1 3 4 2 30 4.5 kw #10 40 gal. water HTR 5 6 Range #6 12.0 kw 50 2 11 e 10 2 I 20 1.8 kw #12 Pump Dr er #10 5.0 kw 30 II 12 I 20 1.5 kw #12 13 14 Dishwasher 412 1.2 kw 20 I 1 20 1.5 kw #12 Microwave 15 16 Refrigerator #12 1.2 kw 20 I 1 20 1.5 kw #12 Kitchen S.A.C. n is Recepts #12 20 1 I 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts 20 1 1 20 1.2 kw #12 Clothes Washer 21 22 Recepts 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepte Eul 20 I I 20I 1.4 kw #12 25 26 Recepts Recepts 20 1 20 1.92 kw #12 2, 28 20 1 1 20 #12 General Lighting 29 30 Recepts 912 20 1 I 10 #12 General Lighting 31 32 Recepts #12 20 1 1 20 #12 General Lighting 33 34 Exterior GFCI 412 20 I I 20 #12 General Lighting 35 36 Bathroom GF1 #12 20 I 1 20 #12 Smoke Detectors 3, 38 General Lighting #12 20 I 1 20 #12 Bathroom GPI spare 39 141 40 42 General Lighting spare #12 20 I PANEL "A" LOAD CALCULATION SHEET Load Description Ot - Watts Total(Watts) General Lighting..(3. watts sq-ft.) .................. Small, .A.. pliance. Circult(s). . .. . . . ... . . Range ... _ .. Refri.gerator................................................. Microwave Dish Washer ................................................ Clothes ..Washer ............................................... Clothes..Dryer................................................ 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 I 4,500 4,500 I 1.800 I 810 8100 810 Total Watts I 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 040% 1 O 10,966 Electric Heat or A/C 10,000 *45% 1 10.000 10,000 Calculated Load Calculated Wattage Divided bg Voltage = Watts Volta e Total Amps Panel Size Required = 30,946 240 129.03 150 Ampa l�ctrlcal S mbol Legend $ Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed PB Push Button Switch Exhaust Fan Ceiling Mounted Light Wall Mounted Light Duplex Outlet Special Receptacle o- terr pier ground fault circuit x Light With Pull Chain (attic) Computer Connection Jack ® Floor Duplex Outlet © Fc-m-1 Carbon Monoxide Detector 4EJO Flood (right Electrical Panel TQ Thermostat m © Central Vac [E�l Electrical Meter ® Smoke Detector Ceiling fan © Television Jack FV_Telephone Jack Aso A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light R Speaker Hook -Up Intercom PATIO/SLAB I GAR AT Rq(ON I I Center Registers 169 CFM on ceiling fan 169 CFM IOxlOxl I OXIOX l -- DINING RON 163 CFM IOxlOx6 MASTER BEDROOM 163 CFM IOxIOx6 B/A I F ------ ----- J I �12x12x9 LOSET B/A e CF 8x4x4 I I 12101, I - J Vent _thgru _ _ _ _ 18 x4 r�irA j SOfi It ^ T Pellin� i�t 20xR0 I T 1 I IL" I jj I I 2312xCbxl j L It, _ SECOND BEDROOM I 12xl2xa B/A COVERED PORCH ®= JUNCTION BOX TO SUPPORT A FAN M F. C � � N I C,4 L � Y O u T O = THERMOSTAT LOCATION�- B/A = BALANCED AIR Electric Notes: SALE: 1/�" = l'-O" I. Use copper wire only, no aluminum. I1. It is not the intent of these plans to Show every minor detail 2. Provide and wire all required smoke detectors. of construction. The contractor shall furnish and install 3. Contractor to verify location of electrical all items for a complete electrical sgst m and provide all service and provider. the requirements necessary for the equ pment to be placed in 4. ALL paddle fans shall be on a rheostat, proper working order. 5. ALL bath and kitchen receptacles to be GFI protected. 18. All work shall be done in accordance With the N.E.C. and 6. ALL exterior outlets to be WP/GFf protected. shall comply with all local codes and ordinances, and shall 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the IOcal electric utility 8. AFCI receptacles are required in all rooms except and telephone company. Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 19. The electrical system shall be completa-ly and effectively 10. A/C Refri erant lines that are run thru slabs must be grounded as required bg the latest edition of the N.E.C. sleeved in PVC 11. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 12, All work shall be performed by a licensed electrical labels where applicable. contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before inspections including blower testing where required. ordering. The contractor shall provide circuit routings to 14. All work shall be coordinated with other trades to avoid suit the job conditions. interference with the progress of construction. I5. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans against the public liability and property damage for the or as selected bg others. duration of the work. 16. Contractor shall guarantee all materials and workmanship 23. All raceways and pipes placed in or tlhrough any concrete free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. year from closing sale of house. Correction of defects shall be completed without additional 24. All exposed wire below T-l" shall be installed in metal EMT charge and shall include replacements or repair of any conduit. other phase of installation that may have been damaged. 25. Dryer Vents to be installed per FB# RM1502 _'U O1`-7 349fM O ____Pent _thru BAT Soffit 150 Amp rf Panel Meter AI GARAGE r----------------- 1 I I I I I I I I I I I I I I I I I I I I I I I I #2/0 Aluminum feed PAN Conduit � 2"PVC (F 2" ELECTRICA A/C disc. In ISO MC5 PANEL ar#e5#cont pp%aw n slab L RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction Braden It Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (712) 281-8283 E-mail: bradenaias'comcast.net Stuart- FL S499L #AAC000032 H.B. Exhaust Duct Thru Soffit - Wire For , Front Post Light PATIO/SLAB -- /(towered Porch `\ u / I I / I / I / WP GFCI / MASTER BEDROOM s-' I Y ry / �i R AN T Smoke / Carbon LQ - '- - - - - � RO Monoxide Detector Combo \ I n I I - II Ov I I II LQSET II I II I DININGII GFCI ROOM I r -- -1 �/ i' G CI �{ / (GFCI GFCI N \ \`I I KITCHEN\N QQ I J - _Smoke_, C_0LbM - J Monoxide Detector c Etimg Nu/ Combo®T� 5o M / FC F I GFc \ \ Fcl is>I H W ' / enter ,>( Attae Access light SC O N D �J _with � BEDROOD�f � �rP-}tT RO A S S /\ 1 / \ \ t62VEREED PaR-e�- n 16" Optional mp panel location 1 / Panel Pull chain / light in attic / 42"h GFCI GARAGE Garage Door Opener r-----------------� I I 1 I I I I I I I I 1 I I I I I I I I 1 I I I iv N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WP GFCI Install oulet under disc. 0 not shown for clarity A/C eter ELECTRIC/4II:�rN SCALE: 1/4" = 1'-0" Y Post Light with I Photo cell Wgnne Building Corp. The Grand Carlton Spanish Lakes St. Lucie County Florida Attic Vert[rig Calculations FBC 2309.1 Total Attic Space = 2124 sq. ft. Venting Ratio I/ISO = 14.16 sq. ft. required Provide A Continuous Vented Soffit MODEL: Date Drawn GARAGE Drawn raven by: RIGHT C.C.U. Checked by: D.R.B. Revisions Sheet Comm # - 12-27 OF 5