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HomeMy WebLinkAboutRevisionGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 underlayment Installed with min. 4 aide 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 12 stucco on typical concrete 4 SLOPE block construction \ Finish Columns with 5/8" thick cut coral finished stucco bands a 5/8" thick x 8% cut coral finished stucco bands LEFT L X TiON SCALE: 1/'11' - I' -Ow Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 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 (tgpe 2) 30 lb felt underlagment 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.c. in field. Attach deck to trusses using attachment detail on this sheet " 12 LOPE 4 /" ® 0'-0" = III 5/8" thick light textured ' stucco on typical concrete block construction SCALE: 1/1' - I'-0' Product Approval Submittal Affidavit, 8ohsdnls81Dosms, overhead Dooaa Dooms" liiiadovo nk 4gahlfi Opening Type 1,2"3=39-3 A NOA/ft NUMM 14-0330.02 Product Single Hun 99 Overhead Garage Door Yodel ; SH-lO0 Im aGt Model 824/811 iL=0'min x hought Mmufaoturer PGT DAB Glams Attachment method 'ilia. tepcons_ rn� /8 penetration to a spaced per product approval. Contratorshell adhere to min. edge d;stoncee specified in Product approval D • ' . lung 3i w� i u si- . at r am o '.1 g7a* �ri"t7mwa 4 i=wile in � t' week10-9-21 .a. d 5 "#p betrn.- QC t. "t"eUp adh"r. to y,d¢t tepyYw'�9 • kites Wr" WpLtic. Date Design Pressure of Approved Taste +80.0 PSF - + 50.0/-60.0 psf B FL# 16414.1 Fiberglass D•si n Pro/ Domwil h Pro SmooSlidin Jeld-Wen 111 1/4' die. to can with nin 1.25' embedment at 3' max from corners and 1i.5' o.c. max thereafter in head and Jambs. + 50.0 PSF C FL# 251.5 g Cs ass Door SGDm 1 PGT I n�m " T psi °GSA I e. t ,cons o n 1 / pemetr to e apses per Ipreduet approval. ontractor s�iell a ere 'to min. 2 1/. edge dstances specified in Product approval ± 60.0 PSF Product NOA/FL Yodel i Manufacturer Att81chment Method TWT Expiration Date DesignNUMBIR ts of Mullions Roof FL# 261_1 FL# 11651.12 In x 2 3/4" x .315' 5V Crimp Metal Roofing PGT Gulf Coast Supply and manufacturing nstall per fastener type and spacinggs shown in Table IA and IH Iod n product approval on sheet 5 of 22. 2L ga. 6v area metal roofing attached to plywood dock using u9 x 1.5" woad straws wit self sealing waslisr at 12' o.e, max spacing over ASTM D ftgpe 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' oe. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on roof plan + 58.0 PSF 3 - 108.5 PSF Siding Stucco of Block Soffit FL# 12198.3 Model T4 12" vented Vin I Soffit y Hurricane 24 Gauge Panels FI# 15016.2 Storm Panels I have reviewed the above and kagcan Global Protection Products LLC approved it Install using 2" x 2" battens at G' o.c. screwed to soffit framing using #8 3 wood screws at each truss. Install soffit tc battens using +55.0/-35.0 PSF x 1.6' long ring, shade nails " di , Insta using 1/2' dia. solid act lead anchors with 1/4" dia.-20 x I.5' long S screw head combo. with Neoprene washer at 12 1/2' o.c. ± 45.0 PSF along' the bottom and 13" o.c. at the top by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal roofmfl FL #IIG51.12 2G ga. 5v crimp metal roofing attac lied to plywood Back using #9 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 n nd laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced V o.c. at° all lapin and two staggered rows 12" o.c. in field. Attach �L iw i"naara n si w.L.nsM dsY wM fi.0 "l.asY 5/8" thick x 8"w cut stucco on typical concrete coral finished stucco bands block construction Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp mortal 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 (tgpa 2) 30 Ib felt underlagment installed with min. 4 aide laps and 6" and laps fastened with corrosion resistant tan caps and with 1.25" ring shank nails spaced G o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet ALL MANUFACTURES LABLES SHOWING FACTORS AND SHGc COMPLIANCE WITH F8C ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS SCALE: 114" - II UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANSAND s.'».. ARE SUBJECT TG ANY Cii!;na" lP N" R1 QUIRED BY FIELD INSPECTORS Till I MAY BE NECESSARY IN ORDER TO 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using Sd nails. Substrate to be 11/32" CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized .::. nails into truss mobbing. 12 4 SLOPE e mIm ININI ��� ��i ��� ICI ■ ■ wi mn ICI '= "w-w: s .. 01 I -I I I i�QI I- I=I 0V AIM -I r • rR 5/8" thick x 8"w cut' coral finished stucco bands T° ELEVATION ,T. Lucr COL -,-Ty ® I IIFYIENVED FO L41 SCALE: I/4" - I'-O' REvtEiIM i' DATE PLANS . PERN T1UST BE IC, PT ON JOB OR NO PVSPECTION WILL BE MADE. 2" x 4" top plate 1I '1/2' drgwall ceding on truss bottom cord I/2" drywall on 2" x 4" studs at 14" o.c. base -board li 11 / 2" x 4" P.T. bottom plate \ 4" concrete slab with fibermeah OR 11 #10/10 WWM on 6 and Viaqueen over clean compacted termite treated fill Interior Non -Searing Fartltlon nts Paden III Braden AiAe Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Sppanish Lakes St. Luis County Florida 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 iat Enclosed Risk Categor " II Wind Velocity: 165 mph ultimate Mean Flad IHeight.�I`-CZ Roof Pitch:Internal ow Pre a C efoe fictent: ±g�SubJectability to damage from: Weathering: Neggable Termites:Vera HeaveWidth of Roof End Zone:aL'_± Wind Spared:_ IL5mph ultimate Wind Exposure Classification: C 1.21 x O.6 = O.i24 Adjustment factor for Exposure Height. ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL: O.LDL+0.6WL Components 4 Cladding Wind Pressure (NET) Roof Zone: 1. +201/-32.6 pet Roof Zone. 2. +20.L/-51.0 psf Roof Zone. S. +201/-84.0 psf Components t Cladding Wall End Zone Width:_.J!-4' Components A Cladding Wend Presw sir (NET) Well Zone: 4. +35.8/-338.1 psf ®= Rosf Zone I Wall Zone: S. +35.8/-41.8 pat Walls Zone 4 Comporhants t Cladding Wind Pressure (IN I on Garage Door: +32.0/-40.3pat Shear Wells Considered for Structure? yes - Rail Zone 2 Continuous L Path Provided? Yea Walls Zane 6 Are Components an Cladding Details Provided? `rear ENE) ZONE Minimum Sal Bearing Pressure:2S00 psi. Prsisuili ea X By Test: pa This Budding Shall Have the Fdloong: Inn Caner Zones APPROVE BMTTERS: X BMIeACT crL4ss:,� aoTH: warrHEF: Roof Zone 3 Roof LIVE LOAD: -n- pat Roof ;DEAD LOAD: 10 pat FLOOR LIVE_ LOAD: FLoog. DEAD LOAD:_ of tJ® E3 AQ1)RESS: Model: Date Drawn _fk_61�fisrons REAR R� PORCH Drawn by: C.C.U. d- F T Checked by: D.R.B. OF 5 impact FLOOR FLAN I Recess top plats angle x 3/8"d FLOOR I J- f"`t I � �4"� for steel support angle TYPICAL NOTES: scALl= I/�" = I°-o" CRASH POST DETAIL we detail on this sheet N.T.S. I. Contractor to vi lfy ALL notes and dimensions prior to 3C high bg 4" diameter proceeding with Work. steel crash post. Floor Steel countertop support angle p g Flange with 4 - 3/8" Install 4' from each and and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts Into one in center of counter_ 3. ALL Lumber t0 be used as Beam, Rafters, etc,.. t0 have slab (3/8"t 50 ksi steel plate) sea angle detail a minimum 1,400 P.S.I. fiber stress. `" 1/2' drywall 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, coat. tie beams etc.. to h II b 3 000 PSI t d1 -4 000 PSI t "' o Counter tap - verify type with contractor 12" x 12" Concrete column block filled with concrete and (2) #1 bare vert. tied into Intel* above Base cabinet iV 2' x 8' wood studs at IP' o.c.. 2" x 8' PT wood plate 6. s a e cancre a an or . grow mix Drywall at ceilings shall be leveled and attached to bottom chord 03/8" %" :2"%" KITCHEN ISLAND FRAMING DETAIL of trusses with Screws per FBC R-102.3.5. h1/4' `✓ Attach buck to block wall with dia. Ell conc screws with min. 1. ALL wood In contact with concrete shall be pressure treated. O O 1 1/4' penetration at 12" o.c. max 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 15,`and 4' max from each corner thru 2' x V PT Buck Exterior fBCe of way 9. f ALL plumbing fixtures to be low low. 10. Contractor to Provide Drain at water heater in accordance aria. 1#8 with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for wood screws thru ,Iamb into back handicap accessibility requirements. 2h „ , „ 2/2 at each hinge and 15' o c. max and Detail at Ooor prior to door attachment 12. Lowest finished floor to be set bg Governing Building Department /' `" „ NTS surveyor to set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door OCK INISTAL AT ONRIOR TO BUCK Water Heater Install windows thru buck into block with 3/I4' tap -con with 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per p penetration at L" ." max from each com.eIr end 20.° o.c. max FBC R302.9.1 from 16• Wall and ceiling finishes shall have a smoke -developed index of ot greater than '450 per FBC R302.9.2 Exterior face at®heed and ton per product approvalalx 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant way Buck to be 1' x 4' FT flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation v®rise materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. G�t(ibpsum board material shall conform to ASTM C36, C19, C475, C514, Cll C931 I"x4" P.T. Buck nailed to CIO, C1002, CIO,41,C1111, C1118, C1218, C1395, or 01396 and shall be installed prock with cane hardened Wade Detail at Windowsrior to window attachment according to the fallowing: (FBC R102.3.5) Masonry Beam Drywall Location Orientation Framing Member Max. spacing Nail sizing options for I" x L" P.T. Buck nailed to NTS block with case hardened nails Thickness Spaemg of fasteners installation of dr wall into prior to door attachman Maximum Nails Screws wood framing mem era u g 2 x min. thickness .,.,.:.,,..:• :.;...,. Install SGQ thru busk into u � ...•.•, block with 3/IL tap -con with Carling Perpendicular 24" 1" 12° 13ga 1 3/8" long with 19/L4" head :. =''r :y;<,.. ;; "'' 'y-..=' *:= penetration at L" o.c. max. from each corner and 20." o.c. max 0.098" diameter x I I/4" long ''^ thereafter at head per product approval /2 annular -ringed or 5d cooler nail OR Walls Either Direction IL" 8" 16° 0.080" dia. xx 1 5/8" long with I5/il head o o Use 3/14" tap -con with ®R 11/2" penetration at L" o.c. max. Gypsiim board nail 0.08L" din_ from each corner and 20" o.c. max x 15/8" with 9/32" head. thereafter at sill per product approval Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44' head OR 0.098' diameter x 1 3/8" Ion I" x V P.T. Buck nailed to block with case hardened nails annular -ringed or Ld cooler Malls OR Head prior to door attachment Walls Either Direction IL" 8" 1L" 0.092" dia. xx 1 1/8" long with 1/4' head OR Csgpsum board nail 0,0915" ilia. x I l/8" with 19/49" head. fixed door sliding door 19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru Aln8.6, ry Masonry Wall A108.1, A118.1, A118.3, A136,1 and A131,1 = 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM ;. C1288, C1325, OR C1118 and Installs I.A.W. manufacturers recommendations Shall "E3ottom Trac Typical Flooring be used as backer for the wall tie in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. insulation includingfacings such as retarders or vapor permeable members installed g p p block with tired/14" tap -eon with 11/2" penetration at L" o.c_ max_ Sliding Door Detail within floor -ceiling assemblies, roof -ceiling assemblies, Wall, crawl spaces and attics frog, each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approval Jamb At Masonry Wall NTS developed index not to exceed -450 when tested in accordance with ASTM E ll Insulation shall comply With F.B.G. R316, Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 24 a. 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 L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced V o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet \ Simpson HETA 20 or equal hurricane anchor at each true* 12 with 4Ix I 1/20mad* F- ( 24' ' o,e,) supporting Max. 4 18101hs• uplift Aluminum Drip Edge (: Fascia 2" x L" Sub -Fascia 7 Kalican full o vent vinyl wi mstallec uanp 1/8' dim shank x 15' lang gale. roofing nods with 3/8" dia. Mad par product approval - sea chart "at 81 5/8' thick light textured stucco on typical concrete \ block construction #5 bar vert. w/ 30" overlap at each filled cell Grade =: -IIII IIII TYI"ICAL S Wood Base PRE-FNGINEEREQ TRUSSES 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 (1) #5 bar Cont. in each row, Substitute precast lintel filled with concrete and (I) #5 bar Cont. for bottom row over openings 1/2" drywall over I" x furringg strips at IL" o.c, with R4.1 Pm -foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. m Mortar to be Type 11M.only proportioned per FBC R401.1 and Mortar Jonts shall comply with FBC RL01,2.1. Provide Dur-O-Rock at all wet areas (e)L showers, tuba etc.,.) Fill call with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise roted see foundation plan notes for spacing at openings 4" concrete slab wish fibermash OR 11 #O/O WWM on L mil Visqueen over clean compacted termite treated fill IIIII1 II I i i j 1 I I I I: 14" x 14" Concrete footing with (2) #5 bars Copt. and #5 ®� transverse bars at if8° a.c. 1/2', = I'-O" Window Schedule Size Rough Open. Window Descrl Lion PRESSURE ZONE '-Sko'x 4'-L %"" III 54ye" Single Hung ZONE 4 R2.61-2�9"x 5'-3 %' 15' x L3 %4" Single Hung ZONE 4 '-2' x V-2i/2" 21/2"x 38ia" Single Hung ZONE 4 `-I" x 5"-3 %a" 38' x 43'' 4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint rid mullions per elevations. ALL windows to withstand pressures in permit info box on sheet 1 ALL windows in bathrooms to be tempered I rough opening dimensions to be verified by contractor wi h manufacturer a specs prior to construction Door Schedule M rk Size Rough Opening Door Descrl Lion PRESSURE ZONE 9'-O" X 1`-O' 108' x 84' Overhead Garage Doan ZONE 4 3'-0' X V-8' 41''/4" x 8l Fiberglass Panel - lnmmg ZONE 4 L'-O" X L'-8' 14' x 81 i,' Sliding Glass Door ZONE 4 2`-O" X L'-e° Gelid Core - Wood - L-Panel-Dr-Pold PmnAW 24' x 81'/2' 2'-L' X V-8' Solid Care - Wood - L-Paul 6'-0' X 61-8' Solid Care - Wood - L-Prowl - Br -Fold il 2'-8° x V-8' x I �;' 2'-e" x V-e' Solid Care Wood, Steel or Masorete Doan Solid Core - Wood - L-Panel 2'-11" X V-8' Solid Core - Wood - L-Panel - St-Pold ALL b WITHSTAND wl Exterior doors to withstand pressures stated in permit info x on sheet 41 RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 I rough opening dimensions to be verified by contractor h manufacturer a specs prior to construction 3. Verify attachment hole location with GC prior to fabrication 3/8" thick steel break 12" O r b 1 it 6" in 0 uQ 6 N OC Filled cell under girder above _ I FORCH WIRE LATH t STUCCO CEILING 19'-9" I I I I 8'-0" to 9'- " A.F.F. lill Vaults Ceding GREA_i ROOD I I I I I EGRESS 13'-II" VASTER B£:HDROOM S_'-O" A.F.F. Flat. Ceiling Vanity to be 34 Y,"higigh Rod t Shelf In I- - Q 4„ I �I I r m (Jj r lL O *S, E'rC. L--- _ Rod t Shelf WASHER DRYER 2" - I�- Ln LAUN O 91- " DRY Vaulted Ceiling I NING ROOMII = 113; high 3/8' thick steel I counter toopps to counter top supports �0„ overhang wall 1.5" ;r I I counter top to s to eq. eq- overhang wall1.5" 11 Ln °' - -- CAB ao I Dw 1 0 0 I I +41" high wall I I KITC THEN I 8'-0" to T-11I A.F.F.jd O Vaulted C�ailing I - Upper cabinets to extend over Ref, I III I CR WI NON VENT r° I I REF. 3w' CLEAR /- H.B. L O OPENING ®- - v o) w.H. R-n Baca Inwlataaa auto VSteel . Ballard detail on this sheet closer r 22" I Attma Amen > � I - oI L Qj ° -owl ---, 8'-0" A.F.F. Flat Ceiling in ARAGE & H O lock wall in g raga to be aj I MT Ell " i+ struck block �[J T-8" 13' -O" - - o L, _ 4„ " EMERGENCY r--- 1 I ----------- --- , i I EGRESS 1 I 1 1 I 1 1 0 p " I 1 I I I 1 6 bD al is a , oil i iLN SECOND BEDROOM 8'-0" A.F.F. - Flat Ceding 12'-8" O I � M 8'-0" A.F.F. Flat Ceihng 12'-8" NY R-a eats" Inaiawon Provide auto 150 Amp -`closer Panel ------------------1 I k1 I I� I IGC-1LF CART s GARAGE ol[o]�Col [ol■[oln���in[ol■[a;' - of■[cl[o' ♦ Q ^W K IN (L W F Square Footage Breakdown -f otal A/C Space = 1,153 Covered Porch Total = 21211 garage = 459 'Total Cubic Ft = 14,024 ® Under Roof Total = 281 Data Drawn Kevisions REAR 3a-1-18 Drawn by: LEFT C.C.U. Checked b i±l Or I in w r • ali r• lt.r t ■ i 12' x 12" concrete column block filled O with concrete and l2) 41 bars vent. teed I Into lintels above I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOiL 9. SLOPE ALL PORCH SLABS, COVERED WALK, ETC, AWAY BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 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 41 EXPOSURE ="C" 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 11, ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A -It., E 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL TO BE SPREAD IN 12" LAYERS AND MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF 13 MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6 TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 1. 14• LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 15. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF ILOO PSI ATTENTION OF THE ARCHITECT. 8. 16- ALL STANDARD LUMBER SHALL BE SYP WiTH A MINIMUM Fb OF 1000 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 11. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE F O I k p A T p O* I FLAN LA PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Ang changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf- Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell With concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upto 5'-11" wide. Provide (2) filled cells on each side of openings from 6'--0°° to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" 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) (a. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Compang prior to truss construction i. Contractor to provide for soil test prior to construction and provide a copg of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/211 concrete protection at beams for ALL reinforcing bars. #5 bar vart, w/ 30' overlap — at each filled cell 4" concrete slab with fibermesh OR G"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 1 iSE I= I 14'w x 14'd concrete monolithic footing with (2) #5 bars cont - 14" tjl�lTYPICAL FOOTING DETAIL SCALE 1/2" = I'-O• 488 concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. v 101, (2) #5 bars Cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintel& above Top of rooter IV below finished floor_ YeriN house slab iql height in field Thicken edge to 8"x9" with concrete and one #5 bar continuous GRADE \ 0 #5 bar vert. w/ 30" overlap at each filled cell a Adjust curb height based on gar. floor slope. U5 bar in curb \ V 1 CDIE - 30"x30"xl6" cone column foo ting with #5 bars each wa y 3 O" DOTING DETAIL SCALE 1/2" = 1'-0" SCALE. 1/4" = 1'-0„ FOOTiNG SCHEDULE Mark Sin De&cnption I 14'W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 140D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30' x 30" x 14"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB m 0'-0' 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermeah OR 6"xb" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill On This permit EDGE DETAIL sCALP 1/2" = L 4' concrete slab with fibermesh OR VxV #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill 0'-0" ® F.F. II I� ii 14"w x 14'd concrete monolithic footing with (2) #5 bars coot. 14" GARAGE. CURB DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xb'" 410/10 11JWM on 10 mil Visqueen over clean compacted termite treated fill ,/ , #5 bar cont. '12 b DETAIL AT 9" ARAGE STEPDOWN SCALE 1/2" = 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 retreated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established bg 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. 2" x L" 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 �� cJ IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One *5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 45 From Footing To Tie Beam Conc.F-ill To Be :III .- See Floor Plan For Location Double Filled Cell Columng_ . d QeH Column BradenBraden Architects - Planners . Coconut E-mail: bradenatas comcast. net r o LJ I I° J ® �I� — Filled cell under ❑ I �J girder above O I FI I � p Rear Porch Slab to FI be poured separately L r ® from House Slab. ° I a Thicken footingg to ° 24"au x 14"d x : 4"L I O I O I - -- under filled cell DI I I ° —I IHI° O under girder bearing. Rear 'Patio/Slab to be flust with bottom of shdin door recess. / ° I � Slope I" I it I F1 ! _ I I I I I I o 4°' concrete stab with fibermes OR mw I 6"x6" �10/10 WWM on 6 mil Vlsq en over 2 U I c:leai I compacted termite treat fill mN I I u- I 1 I ° I I WASy£R DRYo I I FI 1 o I FI I I I I I °I � 1 I I o i � 4"ancretv slab with fibermesh OR FI I VxO /10 WWM on 1. mil Visqueen over cleai compacted termite treated fill I mCROWANT NON -VENT REF 3a° C6EAR H.B. ° I O 2 oPENINra I - -- �� L-- _ I I I ° nn/l 4 Steel Ballard° I See detail on this sheet I I rWil I r sa" "-1 i t>� I I I Attic Access I I I I°� I I° L 14t _, 11 11 a J I 2 JI I I Fi Q I Meter and Well s — 6 — J either side of to service locauan — P 1 I Io I- -Or ry ° I I ° � 160 Amp I I = p iiJ Panel 4• st I 1 to I °I 1JI r °Ii "i 13'-O" 6'-4" I I a� I —J L e.- —-----�0 . 4 u t—_--------- 1.5" Recess for ° ° °if 10= 1.5" Recess for arage Tsoor arage oor w T-O" 2'-8" . 6'-4" 2'-e" 9'-0" BuildingCorp. THE r 5 apish Lakes 5 . Lucie County Florida Date Drawn Revisionsi ®EAR Z-1-I8 PORCH Drawn bg. C.C.U. LEFT Checked by: D.R.B. PANEL "A" Poles BR Load Wire Description mows circa Description War Land BR Poles 2 40 1.0 ke ore A/C coop 1 2 AMU a10 3.5 ke 30 2 3 4 2 30 4.5 kw a10 40 gal. aster HTR 5 L Run ai 12.0 k. 50 2 � 8 I 20 I.8 ke a12 Plmp 9 10 Or #I0 5.0 ka 30 2 m 12 1 20 1.6 Its $12 13 14 Dishwasher a12 1.2 ke 20 1 1 20 1.5 ke 812 Microwave I5 11, Refrigerator a12 1.2 ke 20 1 1 20 1.9 kw a12 Kitchen S.A.C. 11 18 Recept■ a12 - 20 1 1 20 1.5 ka a12 Kitchen S.A.C. 14 20 Recapts 812 - 20 1 I20 1.2 km a12 Clothes Washer 21 22 Recepte 812 - 20 1 I20 1 0.81 kw a12 Garage Door Opener 23 24 Recapts 412 20 1 1 20 1.4 kw 812 25 2L Recapts 412 20 1 1 20 IA2 kw a12 21 Zg Recapts aIZ 20 I I IS 814 General Liotng 29 30 Recepta 812 20 1 1 15 a14 General Lighting 31 32 Recepts a12 20 1 I 16 a14 General Lighting 33 34 Extmor GFCI 812 20 1 I IS a14 General Lighting 35 36 Bathroom GF1 aIZ 20 I 1 20 - #12 Smoke Detectors 31 38 General Lighting a14 15 I 1 20 - a12 Bathroom GFI 39 40 General Lighting a14 IS I 8 afe 41 42 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) .General Lighting (3 watts sq.. ft.) Small_ Appliance. Circuit(s) .... ............... ..... ......... Range...... .... .................. ........... Refrigerator.................................................. Microwave ................................................................. Dish . Washer ....................................... .............. Clothe?..UJa4her............................................... Clothes„f3rger.................................... Water Heater ................................................................. Water. Pump.. . , , .. _ .......................................... .Garage, Door,Opsner...„ 1139 3 5.205 2 1,500 3 000 1 12,000 12 000 1 1200 1200 1 1.500 1500 1 1,200 1.200 I 1.200 1 200 1 5.000 5,000 1 4 00 4 500 1 1800 1800 I 810 810 Total Watts 1 31.416 First 10000 Watts 0100% 1 10.000 10.000 Remainder 21415 e40% 1 0 10,9610 Electric Heat or A/C 10.000 965% 1 10,000 10,000 Calculated Load Watts 3014!LL Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.03 Parcel Size Required = 150 Amps r - Electrical Sgmbol Leggerd S Sinai* Pole Switch ® Recessed Can Light Sy Doable Pole Switch ® Egobal Recessed PB Push Batton Switch .� Exhaust fawn -.8 Duplex Outlet Ceiling Mounted Light -® Special Receptacle 0- Wall Mounted Light Waterproof, ground fault mterrup Light with Pull Chain (attic) Plea^ Duplex Outlet © Computer Connection Jock ® Carbon Monoxide Detector Plaid Light Tit Thermo" rat Electrical Panel 19 Central Vac IEE�j Electrical Meter Q Smoke Detector Ceiling fan ® Tolamwon Jack ® Telephone Jack AC c A/C Diseoitnect ® I x 4 Foxescent Li ® 2 x 4 Florescent Li t ® Speaker Hook -Up ID Intercom = JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: I. Use copper wire onlg, 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. L. ALL exterior outlets to be WP/GFI protected. 1. Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refri &rant lines that are run thru slabs must be sleeved in 4VC 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed by a licensed electrical contractor, the completed system shall be fallg operative. 13. Contractor shall pay for all 'Tees, permits, testing, 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 shah 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. 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 companu. *?/0 Alumina ford I /°• Conduit __ 2° PVC 2• nad service FPL ISO AMP MCB PANEL Cary lt°i'Re°�x In Bleb SEE °J° a for ELECT 'ICE L RISER- - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shell be verified prior to construction 19. The electrical system shall be completelg and effectiveI grounded as required bg the latest edition of the N.E. 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 condalt or pipe from any other service. 24. All exposed wire below T-1" shall be installed in metal EMT conduit. 25. Drger Vents to be installed per FBC RM502 i� CANiC LAY U_T ®-THERMOSTAT LOCATION SCALE: 1/4" = I - O " Braden ! Braden AlAs PA Architects _ Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaocomcast.net Vent thru -soffit wP GFcl Install oulet under disc. not shown for clarity U Q Wire For Front Post Light NoIrtcluc",wu vii I nis Pef(rIIY F0RCH 1%.�`\ " I> JP GFCI B � o LOSET DRYER DINING,: j ®®� LAUNDRY ROOM / I \ ~S �/ I II - I I � J 4"cli Steel Ballard j� ore detail on this cheat r 22° x 64° 1 Attic Accaas- A ®erdiygnc T / P OPTIONAL IDAN£iL / LOCATION j GARAGE ® GFCI / GFCI Garage i Door I Opener p I I I I I I I I I I I I I I I I Wynne Building Corp. THE WINDSOR S ankh Lakes 3 , Lucie County Florida 0 t \ ht�i r 1 i \ i I to garage +Ights F Post: Light with Photo call Center Past Light between driveways )ate Drawn . 12-L®1i Drawn by: C.C.U. Checked by: L.R.B. w wP GFcl f� GFC i®9L' 150 Amp GFCI Panel J--------, Garage { IL I Door I I Opener GOLF CART GARAGE I I I I I GFCI GFCI 1 I I I L ECTRICA L SCALE: 1/4" = 1'--O`° Total Attic Space = 2101 sq. ft.' Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Revisions : OF 5