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HomeMy WebLinkAboutRevision, add slabGulf Coast Supplg and MPG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 wood screws with self sealing washer at 12" o.c. max spacing over (tgpe. 2) 30 lb Pelt underlagment installed with min. 4 side laps I laps fastened with corrosion resistant tin caps and with I. "ring s aced L o.c. at all laps and two sta gered rows 12° o.c. fie deeck to trusses using attachment detail on this sheet Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5' D wood screws with self sealing washer at 12" o.c. max spacing over ASTM D nd (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end ails laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ach spaced L o.c. at all la s and two sta gered rows 12 o.c. in field. Attach dock to trusses using attachment detail on this sheet i/8" thick light textured 12 tucco on typical concrete block construction SLOPE 4 go pop pow 5/8" thick x 8"w cut coral finished stucco bands RIGHT ELEVATION Gulf Coast Supplg and MPG 5v Crimp Metal roofing fiL #11151.12 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood" screws with self sealing washer at 12' o.c. max *acing over ASTM D (tgpe 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 L o.c. at all laps and two staggered rows 12" o.c. in field. Attach ack to trusses using attachment detail on this sheet 12 4 SLOPE PE GRESS 14 0'-0' Finished Floor —----------— — — — — — — — — — — — — 5/8" thick light textured stucco on typical concrete block construction LEFT ELEVATION SCALE:1/4' 1'-0' COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands GRESS d.H. ----------------- 5/8" thick x 8"w cut' coral finished stucco bands 2" x 4" top plate I ' 1/2" drywall ceiling on trues bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base —board 11 II / 29,x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR L"xL' $10/10 WWM on Land Via *on over clean compacted termite treated fill Interior Non-Bearin4 Partition arI YrV9e T aw9 4111rYI1 0--'%10—"% Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-828S E-marl: bradenaiamcomcast.net RECEIVR5 stucco on typical concrete 5/8" thick x 1I cut block construction coral finished stucco bands REAR ELEVATION SCALE: 1/4' - II Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #4 x 1.5' III screws with sell sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank Wads spaced L o.c. at all laps and two eta, @red rows 12 o.c. in Pie1d. Attach ?aced to trusses using attachment deter on this sheet ICI ICI figI ICI ICI IWI ICI Imo! nts Wynne Building Corp. Spanish Lakes St. Lucie County Florida ALL MANUFACTURES LABLES SHOW U FACTORS AND SHQC COMPLIAM WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDO UNTIL INSPECTIONS ARE APPROVE THESE PLANS AND ALL PROPOSED WDI ARE SUBJECT TO ANY CORRECTIONS RFOUIRED SY-FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE COnF< 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 l9/32' CDX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF R€CORD 1 II 1I . ■ ICI ICI Ili ICI ICI ICI ICI ICI =I ICO71 ICI ICI FRONT ELEVATION SCALE: 1/4' - 1'-0' - N m inished Floor g —)o&-0 zw ST. LUC E 0 "rY BtZI ^TN nIVT5 REVIEWED FOB1E@IICP CE REVIEWS BY DATE PLANS AND PEOUT MUST BE KEPI OR NO INSPECTION WILL BE INLADE ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSINC OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORE AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Flonda Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor II Wind Velocity: 165 mph ultimate Mean Rod He ght:�L'-� Rod PitclI Internal Pressure Cow: c—lent: tD,l9_ Sub,leAsbility to damage from: Weathering: Negligible Terentea: Vera Heava WWidth of Rod End Zone: 3'-4' Wind Speed: I&5 mph ultimate %id Exposura Clesaficatiorn: C 1.21 x 0.4 - 0.12L +4djustment factor for Exposure Heyht: ASD si Load Combon: inatiASCE 1-10 Section 2.4 DL+LL: DL+O.LWL. O.LDL .6 r Components t Cloddling Wind Pressure (NET) Roof Zone: I. +2p0p.L/-_32.p44 pal Rfid oot Zaoie: 3.+�0.&/-a .0Of Components i Cladding Wall End Zone Width: 3'_4• Components R Cladding Wind Pressure (NET) UUW1Iadd5�1 one: Zone: 5.+35.9%-48:8 Pat Components 4 Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 Pot Shear Wars Considered for Structure? yn Contirwou Load Path Provided? iYeqs! Are Components an Cladding Datals Provided? Yes Minimills Soil Beareig Pressure: 2500 psi. Presamptrve: X By Test: psi This Building Shag Have th� Following: A"4WVW G UTTKRSe IMPACT GLAsar SDTI* MWTMR. ROOF LIVE LOAD:.21 pat ROOF DEAD LOAD: 10 pat FLOOR LIVE LOAD: —41L od FLOOR DEAD LOAD:J2-- plef JOB ADDRESS: Model: Date Drawn Revisions ; REAR 3-1-18 PORCH Drawn bg: C.C.U. RIGHT Checked by: D.R.B. OF E3 ; Rod Zone I Wale Zone 4 Rod Zone 2 Walls Zane 6 END ZONE Corner Zones Rod Zone 3 File Copy 'FLOOR PLAN Recess top plate Max 3/e"d Counter top - var,fy tiles with contractor 4„ for steel support a1Is of CRASH POST DETAIL see detail on this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 31" high by 4" diameter proceeding with Work. P 9 steel crash post. Floor Flange with 4 - 3/8" Steel countertop support angle Install 6" from each end and fi 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of counter. Base cabinet 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) see angle detail a minimum 1,400 P.S.I. fiber stress. c" " wood at 14'80.c. etude4. No dissimilar metals to touch. 31 1/2' drywall 5 ALL Concrete used for slabs shall be min 2 500 PSi concrete 2" 6" 2• x s" PT wood plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o �" shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 4. Drywall at ceilings shall be leveled and attached to bottom chord s/e" o s of trusses with screws per FBC R102.3.5. " 1. ALL wood in contact with concrete shall be pressure treated. 2 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. o o_ 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field.„ 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be I-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 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R314 - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C34, C19, C415, C514, C430, C931 C°f40, C1002, C1041,0111, C1118, C1218 C1395, or CI394 and shall be installed according to the following: (FBC R102.3.5) Drygall ThicYtnem Location Orientation pro%mg S ang Mawmum Max. spacing of fasteners Nall wing options for installation of drywall into wood framingmembers 2" x min. thickness Neils Screws „ %2 Calling Perpendicular 24" 1" 12' 13ga 13/8" long with 19/64" head 0.098" diamiRter x 1 114" long annular -ringed or 5d coder nail OR 0.080" dia. x 1 5/8" long with 15/64' headR Wells Either Direction IL' g• IL' Gppsum board nail 0.080 dia x 1 5/e° wit 9/32' head. „ Ceiling Perpendicular 24" 1" 120 13ga 15/e" long with 19/44" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld coder nail 0.092" dia xR 1 1184 long with 1/4' head OR Walls Esther Direction 16• g• 16' Gspsum board nail 0.0915° die. x 1 1/e° with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.4, 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 C1118 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 accompangin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R314. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11,451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 1#41 x iS' wood screws with self sealing washer at 12" cc. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet \ KITCHEN ISLAND FRAMING DETAIL j2 BATH R 0 133��� j `��. luw� I • I ����� 1 Z. I, &LA Itevi i I 3•Y1 2'I I j 2" 2- 'c •IIIIIII, 3"aHwiw-I Window Schedule Mark SIZe Rou fi O en. Window Descrl tion PRESSURE ZONE L 4'-Sks"x V-L %a" Ws"x 543s" Single Hung ZONE 4 2. V-2 Ys"x 5'-3 %;' 15' x L3 W, Single Hov ZONE 4 2'-2' x 3'-2%" 21Y2"x 3S%' Single Hum ZONE 4 4. 3'-1" x 5'-3 %s" 38e x 93'i4" 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 manufacturers specs prior to construction r Door Schedule Mark Size Rough Opening- Door Description PRESSURE ZONE A 9'-0' X 1'-0' 108' x 84' Overhead Garage Door ZONE 4 B 3'-O' X V-B" 418%4" x 8SN' il°Ib it Panel - Inginng ZONE 4 C L'-O" X 4'-8' 14' x 81 '/2" 7%a,' Sliding Glees Door ZONE 4 D 2'-0' X L'-Be Schd Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-6" X L'-8' Sand Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - L-Panel - Bi-Fold G 2'-8' x L'-e" x I �," SoMeaso d Cora Wood. Stl, Marete Doer a H 2'-8" X V-8" Solid Core - Wood - L-Panel J 2'-6' X L'-So Solid Core - Wood - L-Panel - St -Fold ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opereng dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 81 Simpson HETA 20 or equal hurricane anchor et each trues 12 Masonry Beam with (10) IOd x I I/2" nails PRE-ENGINEERED TRUSSES I° x L" P.T. Buck nailed to ( 24' o.c.) supporting Max 4 at 24'o.c. TYPICAL block with case hardened nails / 18101bs. upldt (h drawin a b manufacturer) Prior to door attachment s oP 9 g Aluminum Drip -� Edge !Fascia R-30 blown fiberglass in bottom chord of truss** I/2' drywall with smooth finish 2" x L" Sub -Fascia Kayean full o vent vingI soffit Installed mane 1/8' dia shank x I.5' long gale. roofing nails with 3/8" din. head per product approval - sea chart sheet aI Two rows of beam block filled with concrete end (1) ##5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) u5 bar cunt. for bottom row over openings 1/2' drgwall over I' x furringg strips at 14' o.c. with R4.1 Yrfoil _ 5/8" thick light textured stucco on typical concrete block constructionZo -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 RLO1.1 - and Mortar fonts shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (e)t showers, tubs etc...) = T l#5 bar vert. w/ 30" overlap Fill call with concrete and install SGD thru buck into block with 3/14" tap -con with 1 1/2" penetration at L' o.c. max. __'from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with 1 1/2' penetration at L" o.c. may - from reafter atnsill per product approval KITCHEN r AAv 2 , I n I y-1 � 2" BATH #2 SANITARY RISER rite Attach buck to block mall with 1/4' dia. Eleo cone screws with inn. 1 1/4' penetration at 12' o c. max and 4' max from each corner thru two 2" x V PT Buck Exterior will rim s8 Wood screws thru Jamb into buck Detail at Door ; a each Loge and hm max and to door attachment NTS INSTALL VULKEM BLOCK SEALANT ,T ON ALL JAMB. HEADER. AND - in SILL BLOCK PRIOR TO BUCK O INSTALLATION F Install windows thru buds into black with 3/I6' tap -eon nth 1 1/2' penetration at L' ore. sax free each corner and 20.' oc. max Exterior face thereafter at .Iembs and 20' ace max at head ar,d all per product appraval of mall Due* to be 1' x 4' PT V -- -- I'x4' P.T. Buck nailed to Detail at Windows xk mth `°.e hardened nail& prior to window attachment NTS � ! Verify attachment hole location with GC prior to fabrication 3/e" thick steel black co v H.B. 35'-0" I` 15'-3" 8'=10Y2" I 8'-IOY2" I `� 1'-1/2° EGRESS �12" x 12' Concrete column %) block filled with concrete and (2) ##1 bars vert. tied Into 13'-II" lintels above Filled cell under r girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" 16'-01, MASTER BEDROOM 8'-0" A.F.F. Flat Ceiling V anitu to be ° - ,J 3'4" D of ° `� 9' S" o ul 01 in 1- n Rod t Shelf e r I ou N �LOS Tio I oc - J Rod t Shelf ,s 42„ 9'-5"� DRYER ASHEI ID "° o ° °° ° I I ° I I o I 8'-O" to 9'-8" A.F.F. TIRV Vaulted'Ceiling in 19'-5" , GREAT' ROOM I ° , = cr"I c m in 'v- Nb I L I ° in LAUNDRY 1 I 8'-O" to 9'-8" A.F.F_ r Vaulted C ,ling I �Van,tyOto be DINING 34 Y2"highI ROOM T Counter tops to 3/8' thick steel 5'-3" I I overhang wall 1.5" I counter top supp is a, I ch SECOND a BEDROOM 8'-O" A.F.F. Flat Ceiling r 1 r c a Q i IT AiC 6" COUNTER TOP BRACKET DETAIL - I' x L° P.T. Buck nailed to block with case hardened nail& Head prior to door attachment fixed door sliding door at each filled cell (U ex. apacm #5 bar gait. shall snot ot eexceed Ili \ Masonry Wall 48' unless otherwise noted Wood 1 1/2" " see foundation plan notes for Base spacing at opemnga Bottom Trac Typical Flooring 4" concrete dab with hbermesh OR 60x6" #10/10 WWM on L mil Visqueen over Stil Install SGD thru buck into clean compacted termite treated fill Sliding Door Detail block with SAL" tap -con with n at 20.""c. If m2eachncorner *max Grade and �o.c thereafter at jambs per product approval Jamb ' IIII -IIII At Masonry Wall NTS -� l 1 '�IIII„�Illl�iii III � III1 ��'' j l 14" x 14" Concrete tooting TYPICAL SECTION wldh (2) !#5 bars cant. and 45 tr8nsverse bars at 48" o.c. Scale : 1/2" = 1'-0" Braden t Braden AIAe t Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net c...�.. t1 12AGG/ *AA/�nnn/' THIRD, BEDROOM r I 8'-0" A.F.F. in Flat Ceiling 12'-81, in ` O � io Betts hisdstwn Provide auto 150 Amp closer Panel ° r----------------- 3 - I I if to I GOLF CART1 C ,4RAGE 13 O I tops to I well 1.5" I I +41" high wall IRV Upper cabinets to extend over Ref. Provide OD 11° o i OW I I KITOHEN an e'-O" to 9'-e" A.F.F., , Vaulted Ceiling m O I - I REF. NON v NT 38" CLBAR �•� OPENING L R-a Betts lnareion O I C auto closer o"� Steel Ballard ea detail on thin sheet � 01 O 22' x 54" , I =` I Attic light Q t. - - rik8'-O" A Ceiling p/^Flat GARAG 4 O Block wall In °.11 ILI MT ° rege to be , T-8" ° struck block r+ st ° EMERGENCY EGRESS r - - - - - - - - - - - - - I ---1 l I I 1 1 1 I m I I i I ME H.B. a - I y y o° ° °°o yam- --- o o a ° oo y y 9'-0„-0. F Square Footage Breakdown Total A/C Space = 1153 sq. ft. Covered Porch Total = 212 sq. ft. Garage = 459 Sq. ft. Total Cubic Ft = I,4,024 Under Roof Total = 2.484 w4q.� Wynne Building Corp. Dade Drawn : Revisions REAR ltmv THE WIN DSOR PORCH Drawn lag: RIGHT C.C.U. Checked by: 5 anish Lakes S . Lucie County Florida D.R.B. OF 5 iE 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 WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 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 -IL, t 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. 14• AP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. L 7• 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 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 17• ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE FOUNDATION FLAN LA* I PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding With construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" O.C. max. Provide (1) filled cell on each side of openings upp to 5'—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'-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) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. 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-14 and A-36 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30' overlap —__Wr EE TYPICAL at each Pilled cell �9ECTIONS 4" concrete slab with fibermesh OR L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill ., sssssss*anooasais� [I I I1 III 1=1�14"w x 14"d concrete monolithic` ry rooting with (2) #5 bars cant. 14" f 1 TYPICAL FOOTING DETAIL SCALE 1/2" = I'- 4" concrete slab with fibermesh OR L"xd" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar Cont. :r ,r r � 10 (2) #5 bars cent. bottom steel 12" DETAIL AT 6" GARAGE STEPDOWN SCALE 1/211 = 1'-O" 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above Verify house slab height in field Top of footer 16" below finished floor COLUMN FOOTING DETAIL = I'-O" Thicken edge to 8"x8" with concrete and one #5 bar continuous #5 bar vert. w/ 30" overlap at each filled call Adjust curb height based on gar. floor slope. #5 bar in curb \ SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark am Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"111 X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® Wit Wih With x 1 Curb e at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' L 120W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 4"x4o #10/10 WWM on 10 mil Visqueen over f ill lit 4' concrete slab with fibermeah OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill ,)" w F F Adl\ _ —_ — - III— , 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" ARAGE CURB DETAIL 4" concrete slab with fibermesh OR 6"xL" #10/10 WWM on 10 mill Visqueen over clean compacted termite treated fill #5 bar cont. bars cont. bottom steel 12" DETAIL AT 9" GARAGE 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 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. 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at IS" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSi See Floor Plan For Location #5 From Footing To Tie Beam O i I:" A/C O 1 (;I IF 12' x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied Into lintels above 8'-10%2" I B'-10%2" I? 10'-Oft -- —p — - C4 o a 1 I I 1 L 1 L_ L-L L 1 r——— — ----- ° ° a o o o 7 �L* I �I i Filled cell under 24 r girder above IQ J Rear Porch Slab to O - p r be poured separatelg Hill p from House Slab. O rl ° N O s t to I Thicken footing to 24"w x 14"d x 24"L I I under filled cell I under girder bearing. ° an.,r2ii FI FI 1 Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" I ° I I �- I i- I F- I i al I I F— i I i- I° I I " 4" concrete slab with fibermash OR � I L"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I� I oral I I 0 IQ DRYER ASHER I I I i I I I I I I FI I I I I I I I I o •o i DW i I I FI 4" concrete slab with fibermash OR I L"xL" #10/10 WWM on L mil Visquean over clean compacted termite treated fill MICROWAVE REf. NON -VENT as• CLEAR � OPENING • O -- ---- W.H. I I Steel Ballard I ee detail on this sheet I ;301 I L— 7/-------1"-- -- o 0 . o I us W = I o a 4 step w I F5ZiI ° rA I J ° 1.5 Recess for araae oor Conc. Fill To Be 3000 PSI See Floor Plan For Location 2'-8" B1.1 q'-O" 35'-G EO" Double Filled Cell Column Single Filled Cell Column NTS NTS Braden t Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart_ FL 34996 #AACOOOC PA Wynne Building Corp. THE WINDS( 5 anish Lakes St. Lucie Countg Florida I I I I I tL I I � <n F51 ti I I I _ � I I I I i I I I� i i I Q I I ° ° 1.5" Recess for ° O Garage Door 2'-B" _ _ q,-O„ J-2'-O" Date Drawn : Revisions REAR 3-1-18 PORCH Drawn bg: RIGHT C.C.U. Checked by: D.R.B. H.S. Fade Copy PAT10/SLAB PANEL "A" Polae 15R Load Wire Description eirc# mire* Description Wire Lead SR Pales 2 40 T.o Its #a A/C comp 1 2 AHU #10 SS lie 30 2 3 4 2 30 4.6 kw 810 40 gat water HTR 5 L Range #L 12.0 kw 50 2 T 1 20 1.8 kw 1 812 Pump 9 1 10 1 Draer #10 5.0 ks 1 30 2 11 12 1 20 1.5 kw #12 13 14 Dishwasher 812 1.2 kw 20 1 1 20 1.5 kw #12 Microsave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw 812 Kitchen S.A.C. n Is Recepts #12 - 20 1 1 20 1.5 kw #12 Kitchen S.A.C. M 20 Recepts #12 20 1 1 20 1 1.2 kw 812 Clothes Washer 21 1 22 Recepts #p 20 1 1 20 0.81 ke 812 Garage Door Opener 23 24 Recepts 812 20 1 1 20 1.4 kw 812 25 2L Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recopts #12 - 20 1 I I5 #14 General Lighting 29 30 Recepts #12 - 20 1 I Is #14 General Lighting 31 32 Recepte #12 - 20 1 - I I6 814 General Lighting 33 34 Exterior GFCI #12 - 20 1 - I IS #14 General Lighting 35 31 Bathroom GPI #12 20 1 - 1 20 #12 Smako Detectors 31 38 General Lighting 014 I6 I I 20 #12 Bathroom GPI j 39 j 40 j General Lighting 1 #14 15 1 s ere 41 1 42 1 s are PANEL "A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting„(3, watts sq. Pt.) Range,,,,,,,,,, Refrigerator ,Microwave..................................................... .Dish , Washe.r ............................. .Clothes..Washer.............................................. .Water Heater ................................................ Water Pump ................................................... Garage.Door.Openor........................................ 1135 3 5.205 2 1,500 3,000 1 12,000 12000 1 1.200 1200 1 1.500 1.500 1 1200 1.200 1 1,200 1.200 1 5,000 5.000 1 4,500 4.500 1 1800 1800 1 810 810 Total Watts 31,415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 21,416 e40% 1 O 10,966 Electric Heat or A/C 10,000 965% I 10,000 10.000 Calculated Load Watts 30,966 Voltage 240 Calculated Wattage Divided by Voltage - Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Leend S ample Pale Butch ® Recessed Can Ltj 4 Double Pape Bench ® Evehall Recessed Pa Push Button Botch -0' Exhaust Fan -� Duplex Outlet ¢ CeiYng Mounted Light Spacial Raceptaole 0- Wd Mounted Light Waterproof, ground fault InterrupterLi wrth Pull Chase (attic) ® Floor Duplex Outlet © Computer Connection Jack ® Carbon Monow#de Detector 4& Fload Light Thermostat ® Electrical Penal ® Central Vac 8 Electrical Meter ® Smoke Detector Calm. fan ® Tehrvision Jack = Telephone Jack Ac Disc A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up El Intercom !� = JUNCTION BOX TO SUPPORT A PAN 0 THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C disc. ISO IKCon a shim feed cos " PANEL Vent thru Sdfiti -- 124 CPM IOxI0A MASTER' BEDROOM 124 CPM IOxlOx4 r- - - 12id; B/A 9Sx4FM Included On This Permit, B%A O R-1 141 CPM _ lOx1Ox1 OSET 50 CFM - DRYER ASHER LAUNDRY I,ex4x 4 IL CFM ex4x4 111 CFM 12xixl SECOND BEDROOM THIRD BEDROOM 100 CFM lox4x>t I. Use copper were only, no aluminum. 150 Amp 2. Provide and wire all required smoke detectors. TE Panel 3. Contractor to verify location of electrical service and provider. r p I GOLF CART, 4. ALL paddle fans shall be on a rheostat. A"u i I S. ALL bath and kitchen receptacles to be GFI protected. 2' PVC (PPL GARAGE 6. ALL exterior outlets to be WP/GFI protected.caw w�rww I 1 '1. Recessed cans to be installed per NFPA requirements. I i 8. AFCI receptacles are required in all rooms except 1 1 Kitchen, Bathrooms, and Garage. 2• rigidservice PPL Bare #c caaDef .e. to #5 canL'reear m slab 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. sleeved enri re�rtint lines that are run tfiru slabs must be C T R I C,4 L RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical -Contractor .hell use AL-CU Lending lugs. NTS contractor, the completed s stem shall be fully operative. - Contractor shall torque lug& I.A.W. 13. Contractor shall pay for all yfees, permits, testing, and manufacturers recommendations which inspections including blower testing where required. shall be verified prior to construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 19. The electrical system shall be completely and effectively 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the N.E.C. against the public liability and property damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. 16. Contractor shall For all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. Il. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessary for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24. All exposed wire below 9'-1" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all . standard requirements of the local electric utility 25. Dr er Vents to be installed per FBC RMI502 and teleehone comnanu. y 120 IV 20x20 PORCH 14'1 CPM IOxlOx1 r✓ I REAT1 ROOM I I I I IO xIO �M I I DINING ROOM I I I p 1 Dui 1 �J ,,6 I MCROIIIAVE NON -VENT i \ '4 Steel Ballard J 'See detail an this sheet r AteAccess II L-----r GARAGE r-----------------, I I I I I I I I I I I I I I I I I I I I I I YECHANICAL LAYOUT O - THERMOSTAT LOCATION SCALE: 1/4" = 1'-0 " 3 TON SEE MANUAL 'X and Enargy Calculation for Unit info Braden t Braden AIIA, Pro Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (7-12) 281-8283 E-marl: bradenaia9comcast.net Install oulet under disc. - not shown for clarity r MASTER BEDROOM \ CLOSE '00'' PORCH\\ % -WP GFCI / S US - \ / -vas- cur DRYER ASHER / LAUNDRY 200 �T SECOND /i BEDROOM, r i / I THIRD BEDROOM-,-- i i i I4 r, Attic Ventina Calculations F15C 23 Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 a ft. required Provide A Continuous Vented Soffit Wunne Building Corp. Spanish Lakes St. Lucie County Florida I � I I I I I GREAT � ROOM ®I /I / I / I DINING ROOM I � I �\ �FGI /®) � Steel Ballard " ee detail on this sheet -- 1- -T-.�f?tic 6Access W ie- 1 t 3 �"��LOCATION PANEL FCI '� \\ GARAGE / / T GFCI \ 150 Amp ► /P p \ Panel \ \ GFCI \ �� \ `GFCI r--------� / r--------------i Garage `' / Garage I Door I / I Door I Opener I / I Opener GOLF CART, � GARAGE � I I GFCI to gairage lights I I ELECTRICAL FLAN Post Light with Q SCALE: 1/4" = 1'-0" Photo cell Center Past Light between dnvewsgs Date Drawn : Revisions REAR 3-1-I8 PORCH Drawn leg: RIGHT C.C.U. Checked bg: D.R.B. a Wire For Front Post Light E- set