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HomeMy WebLinkAboutPRODUCT APPROVAL.H. 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION 12 4 1 SLOPE - Finished Floor LEFT ELEVATION Gulf Coast Supply and MPG 5v Crimp Metal roofing FL 2L ga. 5v crimp metal roofing attached to plywood deck i wood screw. with self sealing washer at 12" o.c. max spacir (type 2) 30 lb Pelt underlayment installed with min. 4 aid laps fastened with corrosion resistant tin caps and with I: spaced L o.c. at all laps and two staggered rows 12' o.c. deck to trusses using attachment detail on this sheet SCALE: 1/4' - 1'-0' Gulf Coast Supply and MPG 5v Crimp Metal roofing PL #IIL51.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 wood screws with self sealing washer at 12' o.c. max spacing over (type 2) 30 Ib felt underlagment installed with min. 4 aide laps I laps fastened with corrosion resistant tin caps and with 1.25" ring spaced L o.c. at all laps and two staggered rows 12" o.c. in fie deck to trusses using attachment detail on this sheet PE 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' - 1'-0' C thick x 8"w cut finished stucco bands A 12 SLOPE 14 COVERED PORCH Finish Columns with / 5/8" thick cut coral finished stucco bands `GRESS - �IF4 J" - 1 Product Approval Submittal Affidavit 8o6sdnls9MVdIftAftsDoasm. QsaLsad Doses,amnuaftDoss, lllndome ik enaM �Design product Model # Manutaoturer Glass Attachment method Dais Tune 1,2,3 A FL# 23q.3 IL-0330.02 Single Hung Overhead Garage Door SH-100 Im act Mod9',-J.1 y- adt 11 IL-O" me height PGT DA15 5/IL" poca'map� act ami�al./Contrec t IA era to P pP �d1+ distances apeedied in Product approve Seat OW � i "'� 81w ' "'' s:�.T�oe... - ~- oc t..t,. a/h,r. t. t +80.0 F;SPt4 — 50.0/-LO.0 +Dea psf L,0mft.0dh.Wd1..0d1 10-9-21 L# ILL74.1 Piberglaae nPro/ Smo n Pro Jeld-Wan ilia. iapean nth min 1.26' ambadmarit at 3' nix s and ITS' oc. max. thereafter in hand and jambs. + 50.0 f?SF C Lr-:L#251.5 Shdin Coass g Door eries SGD 1 PGT ]T',,re`nom_A1. G5min. " I t pe s m wi/ tr o� 'to • apac •; pr act approve. antractar aitell a ors to 2 1%2 edge dmtaneee specified in Product approval ± LO.O PSP product NUMEM Model # Manufaottnar Attachment Method ration DateFL# esig Pgossure Design of monad Taste M11111ons ROOd" 2L1.1 FL# IIL51.12 1' x 2 3/4" x .315" 5V Crimp Metal RooPin g PGT Gulf Coast Supply and manufacturing Install per fastener type and a acmggs shown in Table IA and IB In product approval on sheet ror 22. 2L ga. 6v crimp metaI raring attached to plywood dank using $9 x 1.5' rood screws with mail swung member at 12' o c. max spacing over ASTr1 D (tgpe 2) 30 lb felt underlagment installed with min. 4 all laps and 6 end laps fastened with corrosion reastant ttgiingn caps and i�ifh 1. 6' ring shank nails raced k o.c. at oil lapm�nhmenw dsttaail-er'a rows dek to trusses uan aton pion ac' in held. Attach + 58.0 — 108.5 PSF PSF Siding Stucco on Block Soffit FL# 121g8.3 Model T4 12" vented vinyl Soffit Kayeanrin Install using 2' x 2' battens at L" oc. screwed to soffit framing using+55.0/-35.0 #e ; 3" w is ewe at each truss. Instlathall soffit to battens using PSP Hurricane PaIIB)S FI# 1501L.2 24 Gauge Storm Panels Global Protection Products LLC Install using 1/2' dia. solid set lead anchors with 1/4" dia.-20 x 1.5" long S$ screw head combo. with Neoprene washer at 12 1/2' &c. along thha bottom and 13 o.c. at the tap ± 45.0 'PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) ?�sulP Coast Supply and MFG 5v Cnmp Metal roofing FL #11651.12 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 ftype 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails epaced L o.c. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detml on this sheet MAR 2 7 Z018 ,,A county. Permitting stucco on typical concrete 5/8" thick x 8"w cut L ROPOSED WORK block construction coral finishedri+a A IL&REcriONS f/� ELEVATION / ,(/� j��\� EGTT pRUUiRED BYFIELD INSPECTORSTHAT MAY EF. NECESSARY IN ORDER TO /� I /� T I O I \ COMPLYAPPUCA�6 OODES. SCALE: 1/4' - r-O' ni-i- mml wupEp L04ill a Ne U FACTORS AND SHGC COMPUANCE gg YNMi FBC ENERGY CODE MUST 24 P a 5vt criumpplmetall r0000fingSa tached totplgw000fdrnaack using L q x 1.5" REMNNONALL DoMs AND ININDOWS EAPPR APPROVED wood screws with self sealing washer at 12' o.c. max spacing over ASTM D UNTIONSPECTIONSAREN'PHOVEO (tgpe 2) 30 lb felt underlagment installed with mrn. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails raced to o.c, at all laps and two eta gered rows 12" o.c, in field. Attach ck to trusses using attachment detain on this sheet 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" CDX Plywood nailed at 0 o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. CONCEALED FASTENERS OR ATTACHMENTS 12 ARE THE RESPONSIBILITY OF THE 4 SLOPE CONTRACTOR OF RECORD 8'-1' BEARIN 11=11mmimm WIN 5/8" thick x 8"w cut' / / coral finished stucco bands FRONTELEVATION ST.Lucc �dULvTYBWIMrTNcrrylsrav kEZWED FO LIAN E SCALE: 1/4' - 1'-0' D DATE BY PLANS AAD PER T MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. 2" x 4" top plate I '1/2' drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 16" o.c. base -board 11 11 2" x 4" P.T. bottom plate \ 4" concrete slab with Pibermesh OR L"xG' #10/10 WWM on L mil Viaqueen over clean compacted termite treated Pill Interior Non-Bearinq Partition Braden t Braden AIA. PA Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net nts Winne 13gilding Corp. S anish Lakes S . Lucie 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 Flonds Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading Boldinil Damon is: Enclosed Risk Categor • II Wind Velocitg: IL5 mph ultimate Mean Roof Height: 11'-O' Roof Pitch: Internal Praseare Coefficient- t e_ie Subjectabilitg to damage from: Weathering: Negligible Termites: Vera Heava Width of Rod End Zone: 3'-4' Wind Speed: Its mph ultimate Wind Expossre Claamficatiom C 1.21 x O.L - 0.12L Adjustment factor for Expaaure Hight. O.L Ademon Load Combnatwn: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; AWL Components t Cladding Wind Pressure (NET) Rod Zone: I. +20.L/-32.6 pat Rod Zone: 2. +2pp.L/-51.0 per Rod Zone: 3. +20.L/-84.0 pat Components i Cladding Wall End Zone Width: 3'_4' g 3 Components t Claddmg Wind Pressure (NET) Wall Zooids. 5. +35.8/-48.8 pit Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? yes Continuous Load Path Provnded?Yes Are Components an Cladding Degas e- Provided? Yes Minimum Sal Bearing Preasure:2300 pm, PresumpLnre: X By Test: pm This Balding Shall Have the Fdlouing: AIMMIO'VW O UTTEItat X IMPACT GLAIlk BOTHt KarrHaitt ROOF LIVE LOAD: 31 pat ROOF DEAD LOAD: 10 pet 9 JOB ,41DORESS: Model: Date Drawn : Reviiwons REAR 3-1-18 Drawn log: PORCH RIGHT C.C.U. Checked bg: D.R.B. - Rod Zone I Walls Zone 4 - Roof Zone 2 Walls Zane 5 END ZONE - Carrier Zones Rod Zone 3 IrJ-15q� lm�act 0I= 5 File Copy 'FLOOR FLOOR FLAN Receaa top plate L"w x 3180d with ter tope - venfg type 4" for steel support angle C R A S F O S T D 1= T i L see detail am this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" ,A N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high bL 4" diameter proceeding with work. steel crash post. Floor - Steel countertop support angle 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Flange with ex ansion bolts 4 3/8" Into Install G' from each and and one in center of counter. Base cabinet 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/a"t 5o ksi steel place) ,a. angle detail a minimum 1,400 P.S.I. fiber stress. aa, tic•eo.�°°d .euds 4. No dissimilar metals to touch. `` 1/2• drywall 5 ALL Concrete used for slabs shall be min 2 500 PSI concrete 2 �" � 2• x ON PT wood plat. 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 6. Drywall at ceilings shall be leveled and attached to bottom chord •3/8, io 2 2. of trusses with screws per FBC R102.3.5. 4" 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 0 9. ALL plumbing fixtures to be low flow. �2" 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. II. Contractor to Provide a T-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 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 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 i-7. 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 complg with F.B.C. R316 - see permit info box of code edition 18. G4bpsum board material shall conform to ASTM C36, C19, C415, C514, Cil C931 C960, C1002, C1041,0111, C1118, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R102.3.5� Dryoall Thickkno" Location Orientation FFImk ber Max spacing fasteners Ned sizing options for S ang of Installetian of drywall into Prammg Nmis Screws Maxiilwm wood members 2" x min. t knees Ceiling Perpendicular 24" 1" 12" 13go 1 3/8" long with I•i/L4" head 0.098' diameter x 1 114" Ion u annular -ringed or 5d coder mail OR 2 0.080" die. x 1 5/8' long with Walls Direc IL 9• IL' Ion IS/L4" headOR Gµpsum board nail 0.086" die. x 1 5/8" with 9/320 heed. Calling Perpendicular 24' 1' 12' 13ga I S/e" long with 19/44' head 0.098' diameter ter x 1 3/8" 111 annular -ringed or Ld coder Wei e 0.092' die xR 1 1/8' long with Walls Direct IL ®" IL ' ion 1/4" head OR Gypsum board nail 0.09150 dia. x 11/8' with 19/L4' head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g psum 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 accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall complg with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 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 V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank Walla ?aced L" o.c. at all laps and two sta gered rows 12" o.c. in field. Attach deck to trusses using attachment detal on this sheet Simpson HETA 20 or equal luurcame anchor a arch truse 12 with 4' c.) x I rti nmle 1 f 24" o.c.) suppporting Max 4 18101bs. upldt -.00 Aluminum Drip is Edge t Fascia 2' x V Sub -Fascia Kaycan full o vent vmsl esfht i wen 1/8' dia shank x I.S' long roo�ng nods with 3/8" dia. Mad product approval - we chart s1 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled cell PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings leg manufacturer) KITCHEN ISLAND FRAMING, DETAIL ICY . MASTER Y °"` • ° BATH a I KITCHEN luvi �'�3 I LAUNDRY " 2' r I 1 2.1 N I 9 �J r"2Y 2' 2' r2 vi " i Y Windiow Schedule Mark Size Rough O en. Window Descri Lion PRESSURE ZONE I. 4'-$Ye"x 4'-L %a" 6,1l 54V Single Hung ZONE 4 2. L'-2 Ye"x V-3 %" 15' x L3 Yi' Single Hang ZONE 4 3.2'-2• x 3'-2%" 21k2"x 38%" Single Hung ZONE 4 4.3'-I' x 5'-3%a" 38' x 63'/4" Single Hung ZONE 4 ALL Windows to be aluminum windows w/ tint and mullions per elevations. I ALL windows to withstand pressures in permit info box on sheet I ALL windows in bathrooms to he tempered All rough opening dimensions to be verififill by contractor with manufacturers specs prior to construe ion Door Schedule Mark Size Rough Openinall Door Description PRESSURE ZONE A 9'-0" X 1'-0' 108' x 84' j Overhead Garage Door ZONE 4 B 31-00 X L'-8' 41a%4" x 83N Fiber Panel - 1 ZONE 4 C L'-O' X L'-8' 14' x 81 ' 2" "" Siding Glen Door ZONE 4 D 2'-0' X V-8' Solid Care - ill* - L-Pond -Bi-Feld Firdshed 24' x 81 %" L 2'-V X V-8' Solid Care - Wood - L-Pend F 5'-0' X L'-8' Solid Core - W - L-Pend - B"old G 2'-8' x V-8• x 1 N" Sol Core Wood. Steel or Masorete Door H 2'-8' X V-8' Solid Core - wood - L-Panel J W-L' X V-8'I Solid Care - W - L-Panel - Br- -old ALL Exterior doors to withstand pressures stated box on sheet 41 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INIaO BOX All rough opening dimensions to be verified big contractor with manufacturer s specs prior to construction in permit info AND SHALL ON SHEET #1 IN x V P.T. Buck nailed to Masonry 'Beam block with case hardened nails / prior to door attachment \R-30 blown fiberglass in bottom chord of trusses - I/2' drywall with smooth finish Two rows of beam block filled with concrete and (U #5 bar cont. in each row. Substitute ed precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings #1 1/2" dr wall over IN x furringstrips at IL" o.c. with R4.1 fi-Poll _ insulation on typical 8" Block walls All drywall to be Installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. io Mortar to be Tgpe "M" orilg proportioned per FBC R401.1 - and Mortar Jonts shall comprg with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and IN BATH 82� SANITARY RISER tits Attach buck to block mall with 1/4' die. Elea cone screws with min. 1 1/4' penetration at 12' o c. max and 4' max from each corner thru lExte �� r race 2• x AN PT Buck of sIM se woad svaus thru jamb into buck it each range and 1V ec. max and Detail at Door ;or to door attachment NTS INSTALL VULKEM BLOCK SEALANT T ON ALL JAMB. HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION OI i [natal windows thru buck into black with 3/I1' tap -can with 1 1/2' penetration at L' mr- max. trhenartei aot' A,eiarmancl b , and 20 a Amax. Exterior face at head feel ea per product approval of mail Suds to be r x 4' PT "Varies Px4' P.T. Buck nailed to ock with came hardened malls Detail at Windows Prior to window attachment NTS IFtY Verify attachment hole location with GC Install SGD thru buck into prior to fabrication / block with 3/I6" tap -con with 3/8" thick ,/ LY 1 1/2" penetration at L" o.c. max. steel bracket from each corner and 20." o.c. max thereafter at head per product approval Use 3/I6" tap -con with COUNTER TOP BRACKET DETAIL 1 1/2' penetration at V o.c. max. / from each corner and 20" o.c. max ✓� thereafter at sill per product approval I• x L" P.T. Buck nailed to block with case hardened nods Head prior to door attachment fixed door sliding door ,` g lU #5 bar vert. (typical). n Masonry Wall -�'+�'•`' ax sppacinshall not exceed i' Wood 48" unlese otherwise noted ace foundation plan notes for :< Base spacing at openings,.:..,,;:,,,,.-.::,r;::;<:::-,.:::•rc:-maim. ..:,...:... Bottom' Trac ,. Typical Flooring ` f J 4" concrete slab with hbermesh OR L"xL " #10/10 WWM on L and Visqueen over Sill Install SGD thru buck into clean compacted termite treated fill S l l d i n Door Detail block with 3/I6" tap -con with Gs rade , * I from each corner and 20. o.c. max � llll�iiI;,, 11 14" x 14" Concrete rooting with (2) #5 bars cunt. and #5 TYPICAL SECTION transverse bars at 48" C.C. ` Scale : 1/2" = I' - thereafter at jambs per product approval Jamb At Masonry Wall NTS Braden t Braden AIA. Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaDcomcast.net to IT H.B. 35'- I' !mot 1ncmWQ.6f' _ _. _ iv. 8'-10Y2" 12"� T- i'-1 Ys" EGRESS �12' x 12' Concrete column block Pilled with concrete and 13'-II" p (2) #1 bars wart. tied into lintelabove Oi 6 Filled cell under ° r girder above PORCH WIRE LATH t STUCCO 1j, CEILING 19'-9" N MASTER BEDROOM Flat Ceiling be o of Q o 9' S„ O IL Oi in H it O Rod t Shelr T --� in 4„ -11 zo I N �LOS T l o 199 - J I'-1" Rod t Shelf aim _ DRYER ASHER 5'-3" LAUNDRY O � �,Vanity}t be 34 Y2"high in tfi SECOND q BEDROOM < 8'-O" A.F.F. O Flat Ceding r i- 4'^ THIRD, BEDROOM A.F.F. ii) Flat Ceding �r- 12' �yj\R-a ISKL fiieiakiaei Provide auto closer ISO Amp Panel r----------------- 3if I I/ � I I ° 'I GOLF C,ARTI GARAGE I 13'-0. 1 I I I a'-O" to 9'-a" A.F.F. Vaulted Ceding 19'-5" GREATl ROOM I I ' i- I " I I I I to 9'-8" Vaulted C< DINING ROOM rig II 16" 3/8` thick steel topell to l wa1.5" zo +41' high wall o o i OW I I I KITCHEN 8'-o" to 9'-s" A.F.F., c Vaulted Ceding rj" O Upper cabinets to - extend over Ref. I MICRO A NON-V NT I I I}" '� OPEN•IG L - lr R-li ante Inadatiaii d" 14"� JSee Steel Ballard detail on this sheet , - - , `�_J--- UTV- '-O" A.F.F. Flat Ceiling GARAC� Block wall in O /garage be = 2'-8" ° struck block r+ to Q// 13' -O" EMERGENCY EGRESS r------------- I ---1 I I I I I I I - I I I I 7[60@ _._._ ;old@lo����[ol�(o -- L]■�I Anne Building Corp. Spanish Lakes St. Lucie County Florida me E0 XL Nb X 1;1114� Q Square Footage Breakdown Total A/C Space = 1,153 Covered Porch Total = 212 Garage = 459 Total Cubic Ft = 1,49024 Under Root Total = 2,484 Date Drawn Revisions REAR 3-1-1s PORCH Drawn leg: C.C.U. RIGHT Checked by: D.R.B. i~ 0 i o- I iv 0 i 2, l5-1 q impact OF 5 File copy 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) = 4l P,SF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 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-I6, t 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 12 BARRIER TERMITE TREATED, CLEAN MACHINE COMPACTED FILL ALL DOWELS, SLEEVES, ICONDUITS, 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 1 3. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: BUILDING CONSTRUCTION FOOTING: 3" BEAMS: 1-1/2" 6- TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB. 7• 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 IS. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI ATTENTION OF THE ARCHITECT. 8. ib• 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 17. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE O I 1 * 1 D A t I o * i FLAN LA* I PRESSURE TREATED. FASTENERS TO HAVE MIN. GI85 RATING. I. Any changes to plans must be submitted to the architect for approval before proceedingWith 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 1*5 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'-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) 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 -IL and A-35 specifications. ALL Anchors to be A-307 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 — at each filled cell I� 4 f Z I /� TYPICAL FOO 4" concrete slab with fibermash OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. DETAIL 4" concrete slab with fibermesh OR 6 xd #10/10 WWM on 10 mil Vrequeen over clean compacted termite treated fill #5 bar cont. .......:....:.. 101, (2) #5 bars cost. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN SCALE 1/211 = 1'-0 " 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tied ; into lintels above VCnPg house slab height in field Top of foster I6" below Finished floor 5 30" COLUMN FOOTINI Thicken edge to 8"x8" with concrete and one #5 bar continuous SCALE: 1/4" = 1'-O" FOOTINGS SCHEDULE Mark arse Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - C STEP DETAIL ON THIS SHEET 30" x 30' x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY SAW x BAD THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS i 1 14°W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB s 0'-0" 6 12"W X I8"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermai 6"X6" #10/10 WWM on 10 mil Vil rmite treat un i nIs PORCH SLAB EDGE DETAIL SCALP 1/2" #5 bar vert. w/ 30" overlap at each Pilled cell Adjust curb height based on gar. Floor slope. #5 bar in curb \ 14" kI h OR queen over rd fill 4" concrete slab with fibermesh OR 0XV #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated ifdl II,.. 14"w x 14"d concrete monolithic looting with (2) #5 bars cunt. RB DETAIL 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. SCALE 1/211 = 1'-0 " �—J SCALE 1/2" = 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 bg the Florida Department of Agriculture and consumer services. Protective sleeves around metallic pipin penetrating concrete slab on grade floors shall not lie 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 6" 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 PERMIT INFO BOX ON SHEET M. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 4*5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI #5 From Footing See Floor Plan For Location g To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location rxwyi •••�,s?z Q p,_ ;� Double Filled Cell Column Single Filled Cell Column NTS NTS H.B. A/C O 12" x 12' concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above @ -ielI %Ioo s W-I0Y2" I -- d) 1.723 1 I I I I I 011,111 0 o p o 0 r_---------- i L_°�� flL* �- I � I Filled cell under 24" r girder above 1 r J ear orc a to be poured separatelg AI p I Ffrom House Slab. NI °I Thicken footing to 24"w x 14"d x 24"L I I under filled cell I °AL under girder bearing. ° ° ., ° °I lailul I I I° FI �= FI 1 Rear Patio/Slab to be flush with bottom of sliding door recess. Slope I" i I ' I I I F' I I. i I I 4" concrete slab with fibermesh OR 6"xb" #10/10 WWM on Al mil Visqueen over clean compacted termite treated fill I o I PRYER ASHER I I II I' 1 I` i F II n i I I` I ©II I I 1 _ a DW I I I F� 4" concrete slab with fibermesh OR I 6°xV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I ItEr. NON-V ENTe I ar c�Enlx a I —w.H. I I 4"a Steel Ballard I I I Sao detail on this sheet y 1 1 � L a�� I II w I I I I taL I I 6 F1 I I J QI L-- —©-----r------ ti I o 0 0 o o I I r--� ----- — ° ° I � I o I N I I I p 14 Step I I I F5 Z° to I fl I I Q I 1.5" Recess for ° ° ° — ° ° ° 1.5" Recess for O OI araQe oor I / , araae Door 2'-B" steel Braden 4 Braden AlAt PA Wunne Building Corp. Architects - Planners 411 S.E. Coconut Avenue THE I I I j �I j"1 C� C OB Tel : (ii2) 281-8258 I I I �"�.+ I I `� D S-+ Fax : (112) 281-8283 S anish Lakes E-marl: bradenaraecomcast.net S Lueie Count 1=lorida Stuart PL %4ggL IAAC[ tJ11tJ 1 9'-0. 6'-4" _I_ 2'-B" 9'-O" Date Drawn Revisions REAR 3-1-18 PORCH Drawn bg: RIGHT C.C.U. Checked by: D.R.B. 2'-B" 0 H.B. N " impact OF 5 PATIO/S on Th PANEL "A" Poles BR Load Wire Description arc# are# Description Wire 2 40 T.o ks us A/C comp 1 2 AHU #10 2 3 4 2 30 4.6 kw #10 40 gal. eater HTR 5 t Ran at 2 T 8 1 20 1.8 kw $12 Pusp 1 10 D r #10 tmdPoles 2Il 121 20 1.5 ku #12 13 14 Diahwsher #12 11 20 1.5 km #12 Microwave 16 16 Refrigerator #12 11 20 1.5 ks #12 Kitchen S.A.C. 11 18 Recepts #12 11 20 1.5 ks 812 Kitchen S.A.C. PI 20 Recepts #12 1 1 20 1.2 km 012 Clothes Washer 21 22 Receipts #r2 20 I I 20 0.81 ke 812 Garage Door Opener 23 24 Recepts $12 - 20 1 1 20 1.4 kw $12 25 2i Receipts *12 - 20 1 1 20 1.412 kw sm 21 28 Recepts 312 20 1 I 15 $14 General Lighting 29 30 Recepts #12 - 20 1 - I IS #14 General Lighting 31 32 Receipts #12 - 20 1 I IS #14 General Lighting 33 34 Exterior GRCI #12 - 20 1 - I 15 #14 General Lighting 35 31, Bathroom GPI #12 - 20 1 - 1 20 #12 Smoke Detectors 31 38 General Lighting $14 - IS 1 1 20 #12 Bathraan GPI 34 40 General Lighting #14 16 1 1 - a are 41 42 8 are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General L1ghLing„(3 watts, ag. ft.) Smell Appliance pircuit(s) ........................................... Refrigerator .............................................. .Microwave..................................................... Dish , Washer Clothes Waaher Clothes,.Drggr................................................ Water Heater ................................................ Water Pump ........ ..... Garage. poor.Opener....................................... 1135 3 5.205 2 1.500 3.000 1 12,000 12,000 1 1.200 1,200 1 1.500 1600 1 1200 1200 1 1.200 1.200 1 5.000 5.000 1 4.500 4.500 1 1800 I800 1 810 810 Total Watts $1.415 First 10000 Watts 9100% 1 10.000 10.000 Remainder 21,415 e40% 1 0 10.9196 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30.966 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 124.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single POW Switch ® Recessed Can Light Ss Double Pole Switch ®gillebad Recessed Pe Push Batton Switch 'Cr Exhaust Pon -e Duplex Outlet ¢ Ceiling Mounted Light -0 Spacial Receptacle 0- Wall Mounted Light Waterproor, grownd faAt untarrupter Light art% Pull Chan (ettia) Floor Duplex Outlet Computer Connection Jack ® Carbon Monloisde Detector 4& Flood Light T Thermostat Electrical Penal m ® Central vac Electrical Meter ® Smoke Detector CsyYng fan ® Television Jack = Telephone Jack �I AC DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light I ® Speaker Hook -Up ❑I Intercow J vent thru So"I -- A/C = JUNCTION BOX TO SUPPORT A PAN A/C disc. O = THERMOSTAT LOCATION B/A = Balanced Air # /p Auwai##a feed ISO 81110 Electric Notes: Ia•Condwt PA EL I. Use copper wire only, no aluminum. 150 Amp 2. Provide and wire ail required smoke detectors. Panel 3. Contractor to verify location of electrical TIE _ r-------- service and provider. I GOLF CAR I 4. ALL paddle fans shall be on a rheostat. A"u I S. ALL bath and kitchen receptacles to be GFI protected. 2' PVC ( FPL GARAGE 6. ALL exterior outlets to be WP/GFI protected. _ww I T Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 2" ngid Service 1 PL Bare #c c are i to a6 canter m slob 9. A/C Return Air Balance Must comply w/ FBC RMI602 I 10. A/C Refrigerant lines that are run thru slabs must be sleeved in PVC 124 CPM IOxIOxL MASTER' BEDROOM 124 CFM IO)dOxL ®`+� R-1 12ANO B/A 8x4x4 9 CFM OSET 60 CFM FLA ]M NDRY Ul 116x4 R-1 I\\I TJ D%2A ` all '"ram; SECOND BEDROOM B� x8 THIRD BEDROOM 100 CFM 104XA II. ALL A/C Equipment shall comply with energy calculation ELECTRICAL RISER 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing hugs. NTS contractor, the completed system shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all fees, 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 s stem shall be coin letel and effective) y P y N.E. 15. All required insurance shall be provided for protection grounded as required bg the latest edition of the . 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 guarantee 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. 11. It is not the intent of these plane 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 T-I" 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. Dryer Vents to be installed per FBC RMI502 and telephone company. PORCH S/A O R-1 141 CPM lOx1Ox1 141 CFM IOx1Ox1 r r`f REATI ROOM I I 1 I 1 iowoxi 12' I 141 IL" Rim 1 11i KITCHEN r2VUSAENING L - 1 I� I RRI MCRowAVE 1 NON -VENT i \ 4'0 Steel Ballard See detail on this sheet - 2- 2' x 64' Ata Access «t h light -----� GARAGE r----------------- 1 I I I I I 1 I I I I I'?ECHANICAL LAYOUT = THERMOSTAT LOCATION SCALE: 1 / 4 " = 11- O 11 3 TON SEE MANUAL Rim and Enwrgg Calculatwn for unit info Braden It Braden AIA, PA Architect& - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiaecomcast.net Install oulet under disc, - not shown for clarltfg MASTER BEDROOM 04, ►=� I • � 7 '\ I VP Included On This PORCH ` �- AM wP GPCI 7 DRYER AU LAUNDRY 1\ - MV SECOND / BEDROOM/ I • I THIRD BEDROOM- ,--- i Attic Ventima Calculations Total Attic Space = 2101 sq. ft. C 9' Venting Ratio 1/150 = 18.00 aq ft. required Provide A Continuous Vented Soffit Wynne Building Corp. THE WINDSC Spanish Lakes St. Lucie County Florida .r; 20 ail Mil \ e•u -- I W P " 1 tee/ I � I I I I GREAT ROOM ®I EP /I / I I Ile j DINING .1�101ROOM I � E)wm �FCI W.H. 4"0 Steel Ballard See detail on this sheet ,ni.F6le _ � OPTI TION PANEL '.01 �\ GARAGE FCI d GFCI \ 150 Amp Panel GFCI \/ \ ` GFCI r-------- _ liJ/ r------ In--------i Garage T / I Garage Door I '� / I Door I I Opener I / I Opener I GOLF CART; GARAGE I I I GFcI to galrage lights I .01 ELECTRICAL F LA N. Past Light with SCALE: 1/4" = I'-O" Photo Cell a Center Post Light between driveways Data Drawn Revutlons REAR 3-1-18 Drawn leg: PORCH RIGHT C.C.U. Checked by: D.R.B. Wire For Front Post Light OF 5 impac