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Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 26 Ia. 5v crimp metal roofing attached to plgwood deck using #9 x 15" 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" 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 5/8" thick light textured 12 stucco on typical concrete 4 1 SLOPE block construction COVERED u PORCH O I Finish Columns with 5/8" thick x 8"w cut 5/8'" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION RIGHT ELEVATION i SCALE: 1/4' - P-O' Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11651.12 26 gga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max 4 $$pacing over ASTM D icgpe 2) 30 lb felt underlagment installed with min. side laps and V and laps fastened with corrosion resistant Lin caps and with 1.25" ring shank nails racedde L o.c. at all laps and two staggered rows 12' o.c, in field. Attach ck to trusses using attachment detal on this sheet 12 \LOPE 14 --------------------------- 0'-0" = Finished Floor 5/8" thick light textured stucco on typical concrete block construction Product Approval Submittal Affidavit o�pGrI8oheduls Swiss Doome, Overhead DOWN Sllding Doorm, ltlaaove a ,� NUMM Product roast / Manufacturer G1asa Attachment moent�hpo�d� Dais Design w�d � 1.2.3 44 FL# 239.3 Single Hung SH-TOO Impact PGT 5/IL" V4'e �°I'c°o�uce en�ovel./Carpitreetorlahell adhere to 'P°C i'° pp PP inn. edge dmtaneea apeafiedi in Prodaet approval + 80.0 PSF - A I6-0330.02 Overhead Garage Door Mole[ � widtlh� IIII max hegM DAB sTr "� �mw s "' '�' '.�, ai, "'*ia .. • t. "sir.. to 10-9-21 + 50.0/-LO.O psf B FL# ILLT4.1 Fiberglass Seth Pro/ Jeld-Wen Eko I/4' die. con with an 1,26' m ednera at 3' max (sari corners and �.5• sic. max then ter in heed end jxembe. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series TTO SGD PGT I" mom Tgpe "GSA' I/4'�a L cam e/ nIn I l3/4' nseraU o �e spat {R�r�praductprava. Crtraesr °elial� a here to rim. 2 I/2' edge distances spec) ied In roduct approval ± LO.O P5F Product NOA/n NUMM Manufacturer Attachment Method Moon Da � Predntta�re MBiiiODS FL# 261.1 1' x 2 3/4' x .3'15' PGT Install per fastener tgpe and wowngs shown inTable IA and IS in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# IIL51.12 5V Crimp Metal Roofm g Gulf Coast Supplg and manufacturing 2L • iv crimp metal rooting attached tg pirood deck using s9 x I. ' woo�acrees with salt sealing washer at 11 age. max aeecmg war AS M D (tgps 2) 30 Ib 1 anderlagaent installed with on. 4 side laps and L' end lops ►astened with corrosion resistant tin caps and with 1.25' ring shank nab apa��d L' sic. at all lops and two staggered roes 12' sic. In field. Attach deck to tri em using attachment detail on roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vingl Soffit Kagcan Install using 2' x 2' battens at L' o.c, screwed to soffit framing using #8 x 3' wood screws at each truss. Install soffit to battens using 0,12' Aa. x 1.9' lono rino shank nails with Also dia- head, +55.0/-35.0 PSF Hurricane Panels I O L. olarn o H 24 Gauge n TR19PI�rPf49i Global Protection to L F1 IR he11� n This Install rig 1/2' ds. solid set lead anchors wi�h 1/4' dia.-20 x 1.5' long as screw head combo. with Neoprene am or at 12 1/2' o.e. 101I bottom and 13' oc, at the top ± 45.0 PSF I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 9 Gulf Coast Suppig and MFG 5v Crimp Metal roofing FL #11651.12 26 a. 5v crimp metal roofing attached to plgwood deck using #4 x 1.5" woo screws with self sealing washer at 12' o.c. max spacing over ASTM D ftlipe 2) 30 lb Pelt underlagment installed with min. 4 side laps and L" and 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 -� 12 4 1 SLOPE, MENIM u 5/8" thick light textured 5/8" thick x 8"W cut stucco on typical concrete coral finished stucco bands block construction ST. LUCIE COUNTY SUILDirIC DIVISION Ca[@9iJ RedIE. DATE*^y �6fUPERJIIT ivIJ9'7 ESE KEPT ON JOB OR NO INSPECTION WII I ae uAnc H. acS(� qKANS ANND �Anll. PFI !) V0j"k V1t X., Iwt '11 •ia dJl �' OWRE rIOM. COVERED {il'iJ ; f1M rt`D 19CiGAS'i;T PORCH t1A' 1. II aCi s' i f IiJ BFUSA TO ;W+;;L'(rrl'iI Lf iCa LrUM. '-O' = Finished Floor ARE THE RESFONS!S ui7V tj REAR ELEVATION CONTRACTOR Of R€COPi SCALE: 1/4' = 11 6CANN&O Gulf Coast Supplg and MFG 5a Crimp Metal roofing FL sing .12 f +. 2L ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self seating washer at 12" o.e, max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. ILE COPY 4 aide laps and L' and ,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 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb Pelt using 8d nails. Substrate to be 19/32" CDX Plywood nailed at L" o.c. in field and edges with 10d ring shank galvanized nails into truss mobbing. 12 4 1 SLOPE, I I FLW 0111011 ®®®®` .00®0: 5/8" thick x 8% cut coral finished stucco bands FRONT ELEVATION SCALE: 1/4' 1'-0' 2" x 4" top plate I/2" drywall ceiUng on truss bottom cord base -board I/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T. bottom plate \ 4" concrete slab with Pibermesh OR 6")L' #10/10 WWM on 6 mil Viaqueen over clean compacted termite treated Pill Interior Non -Bearing Partition nts Braden t Braden AIA, PA Wunne Building Corp. Architects - Planners fB S.E. Coconut Avenue THE THE W I N D s O Tel el (ii2) 28Z-8258 S anish Lakes Fax (112) 28e'1-8283 E-marl: bradenaia comcast. net $ Lucie Count Florida C+Iiw11.+ W Ad4AL tkAArnnnn'1') 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: 6th Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category II Wind Velocity: IG5 mph ultimate Mean Roof Height: II'_O• Root Pitch: 4.12 Internal Pressure Coefficient: tQ.l@_ SubJectability to damage from: Weathering: Negligible Tsrmitek Vern Heavu Width of Roof End Zone: 3'-4' Wind Speed: IL5 mph ultimate W1Exposure Claa�it)cation: C 1.21 x O.G = 0.�2L AZostment factor or Exposure Height: ASD design L i Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.L I�L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L Oaf Rod Zone: 2. +2pp.6/-51.0 pet Rod Zone: 3. +20.4/-84.0 psf Components t Cladding Wall End Zone Width: Components t Cladding Wind Pressure (NET) Well one: 4.+35.8/-38.� pat Wall Zone: 5. +35.8/-4'1.8 Pat Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3ps1 Shear Walls Considered for Structure? Yes Continuous Load Path Provided? yy� Are Components an Cladding Deter Provided? Yes Minimum Sal Bearing Preswre: 2SOO psi. Presumptive: X By Test: psi This Building Sbp1-Hpvs the Follow mg: APPROViEF�llllfl: EOTNt NEITMR: ROOF LIVE LOAD: 3_ pat ROOF DEAD LOAD: 10 pat JOB A 01)RESS: \ \' J Model: Date Drawn Revisions REAR 3-28-18 Drawn bg: PORCH c.c.u. LEFT Checked bg: D.R.B. ,y'I Rod Zone I Wells Zone 4 Rod Zone 2 Wwe Zane 5 END ZONE = Corner Zones Rod Zone 3 Sheet Comm # _ 15-1588 Impact OF 5 I "FLOOR O O FLAN Recess top late for L"w x 3/8"d f•-+t I � q° CRASH POST DETAIL steel support we detail on this angle \ sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter proceeding with Work. P g steel crash post. Floor Flange Steel countertop support an le 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with 4 - 3/8" ex ansion bolts into Install V from each one in center of and and counter. S. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) see angle detail '4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. ` 1/2' drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2h" 2%" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ° L. Drywall at ceilings shall be leveled and attached to bottom chord 03/8„ 0 2t Counter top - verily type with contractor 12" x 12" Concrete column block filled with concrete and (2) 111 bars vert. tied into lintels above 10 Base cabinet r1 2' x 8' wood studs at IL' o.c. 2' x 8' PT wood plate of trusses with screws per FBC R102.3.5. KITCHEN ISLAND FRAMING DETAIL 1. ALL wood in contact with concrete shall be pressure treated. U S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibihtg requirements. 12. Lowest finished floor to be set by Governing Budding Department 2,�„ 2h„ surveyor to set in field. ," /2„ 13. Separation between residence and garage shall be per FBC R302.6 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 2.00 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 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 C36, C19, C415, C514, C630, C931 C�f60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5) Drywall 7hicknsw Location Orientation rang ens nr �gxunual Max spacing of fasteners Nail sing options for dr wall into acing installation of wood framing mom ors Nails screws 2" x min. thickness Ceiling Perpendicular 24• 1' 12' 13ga 1 3/8' long with 19/L4' head 0.098" dia®Rter x 1 1/4" long /2 annular -ringed or Sd coder nail OR 0.080' dia. xx 15/8' long with Wells Either IL' 8• IL' Direction IS/L4' head R Ggpsum board nail 0.080 dial x 1 5/8" with 9/32" head. Coiling Perpendicular 24' V 12' 13ga 15/8" long with 19/L4' head 0.098' diameter x 13/8" Ionia „ annular -ringed or Ad coder nail OR 0.092" elm' x I T/8' long with Wells Either IL' 8• IL' Direction 1/4 head OR G psum board nail 0.0415' din. II x 1/8' with 19/64' head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat g paum backers in accordance with ASTM C1288, CI325, OR C1118 and installed I.A.W. manufacturers recommendations $hall 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 accompan ing 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 MPG 5v Crimp Metal roofin FL #11L51.12 2L ga. 5v crimp metal roofing attached to plywood gdeck 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 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 .' N" � j r MASTER NO 2' •10 BATH Ho 2"1 I 1 KITCHEN 4Hl 1 �'��'� 10 1 LAW 2 AAV LAUNDRY 2. I 3,1� i. i uv i I I RN I I I �.2" 2" LAv i� I I 1 2x aiwa-i i3' i "jm BATH #2 _`3\ SANITARY RISER nts Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-6%a"x 4'-L lie" 54%"x 54Ys" Single Hung ZONE 4 2 V-231s'x 5'-3 V' Is' x 43 %;' Single Hung ZONE 4 s. 2'-2' x V-2W' 2Trz"x 38 ' Single Hung ZONE 4 3'-1' x 5'-3 ia' 38' x i3'14" 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 bg contractor with manufacturer a specs r prior to construction Door Schedule Mark SIZe Rough Opening Door Description PRESSURE ZONE A 9'-O' X 1'-04 104' x 84" Overhead Garage Door ZONE 4 D V-O' X V-8' 410i4" x 83N, Fdwglm Panel - Inewing ZONE 4 C i'-O• X 6'-8' 14" x 81 %" r"'''tt'e Sliding Glaw Dow ZONE 4 D 2'-0' X V-8' Solid Core - Wood - L-Panel-St-Pdd PnWW 24' x 81 h" E 2'-i' X C-Se Solid Core - Wood - i-Panel P 5'-0• X i'-a* Sold Core - Wood - i-Panel - OP -Poll G '-8' x i'-8' x 1 N' Said Care Wood, Steel, or Masorete Door H 2'-8' X C-ON Sold Core - Wood - 6-Papal J 2'-i" X A'-e• 1 Sold Coke - Wood - i-Panel - Bi-Pdd ALL Exterior doors to withstand pressures stated box on sheet #I GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough opening dimensions to be verified by contractor with manufacturer a specs prior to construction in permit info AND SHALL ON SHEET #1 Simpaan HETA 20 or equal hurricane a chor a *iVh truss 12 Masonry Beam wth2((110)acad x 1 tin Mink PRE-ENGINEERED TRUSSES IIN x Lwi P.T. Tn Buck rdened o ils 18101ba.supliift g 4 I at 24 o.c. TYPICAL prior to door attachment / (shop drawings by manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge i Fascia in bottom chord of trusses 1/2' drymall with smooth finish 2" x V Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute Kagcon full o vent vinyl soffit installed precast lintel filled with concrete and (1) #5 using 1/8' die shank x I.g' long gale. bar cant. for bottom raw over openings rodng nails with 3/8' dia. head per product approval - we chart duet si 1/2" dr wall over IN x furring strips at IL" o.c. oath RNIJ ft-foil _ insulation on typical 8" Block walls 5/8" thick light textured All drywall to he installed per PBC R102.3.1 stucco on typical concrete 7 and ahall m¢et all pertaining ASTM codes. block construction ao Mortar to be Type "M" only proportioned per FBC R401.I - and Mortar Jonts shall comply With FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex showers. tube etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and at each filled cell (I) #5 bar Vert. (typical). Max. spacing shall not exceed Wood 18u unless otherwise noted "a e foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Grade - � IIII=IIII Il�lp " 1 11 14 x 14 Concrete footing with (2) #16 bars cost.and #5 T Y Ir� I CA L SECTION transverse bars at 48" o.c. Scale - 1/2" = I'-O" Attach buck to black all with 1/4' dia. Elko cone screws with inn. 1 1/4' penetration at 12' o c, max and 4" max from each corner thru EExtomor foe 2' x C PT Back of 00111 n" sa Wood acre" thru jamb into buck Detail at Door P each huigdoor sad hm t min` ®rid nor to dos attachment m. NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER AND , SILL BLOCK PRIOR TO )BUCK INFTALLATION O r- Install windoss thru buck into black auth SAP tap -con nth t 1/2' penetration at i oc. sex. from each earner and 20.' a.c. max thereafter et .I"be and 30, o.c. nix. Exterior face at Mad and wll per product approval d wall Week to be i' x 4• PT O I"x4" P.T. Buck nailed to lock oath case hardened naffs Detail at Windows prior to window attachment NTS IT Verify attachment hole location with GC prior to fabrication 3/e" thick L" steel bracket Install SGD thru buck into block with 3/10 tap -con with qr<{ 1 1/2" penetration at L" o.c, may. from each corner and 20." o.c. max thereafter at head per product approval 0 O Use 3AL" tap -con with 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill per product approval I" x V P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door ra Masonry Wall "TT i: COUNTER TOP BRACKET DETAIL Bottom Track Typical Flooring Sill Install SGD thru buck into block with 3/IL" tap -eon with S I i d i n g D oor D e t a i l I penetration at I.'.' max. fromom each corner and 20." o.c. max At Masonry Wall NTS thereafter at Jambs per product approval Jamb Braden ! Braden AIA, Architects - Planners 411 S.E. Coconut Avenue 11 B Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net e'-10Yz" 12" 8'-I01"2" T-7Y," EGRESS Filled cell under girder above PORCH p WiRE LATH t STUCCO CEILING T-7 yz„ MASTER n © o BEDROOMZia ° p O O OO O O O 8'-O" A.F.F. Flat Ceiling I a I I ® Vanity to be O I 34 Yz"high 8'-0" to T- " A.F.F. Vaulte Ceding T Rod t Shelf GREAIll! ROOMMe I $I OSE� O �I ----- n� c iv I N Rod t Shelf „ a 31" m� WASHER DRYER 2"HE Ln = I� LAUNDRY ° 9'- I 8'-0" o 9'-8" A.F.F. Ail If Lvo O i Vaulted Ceding I 0 0 DINING Vanity to b O ROOM ( I l 34 Yz ' high 42" i 18" 3/8" thick steel counter tops to T L„ counter top supports �O„ overhang wall 1.5' v Ili 5'-3" 4" counter t s to eq- eq- overhang wall 1.5" ell o s ° P LL nl DW 1 ° a +41' high wall ' p SECOND I KiT0HEN BEDROOM o 1 _ 8'-0" to 9'-13" A.F.F. O Vaulted ailing I 8 - A.F.F. - 1 g Flatt Ceding Upper cabinets to .r o n exted over Ref. I ( I r CR WAVE I NON VENT H.B. ° Q rr r.LEAR r� 4' 12'-8" ;rlif Bata O 4a Steel Ballard Provide auto THIRD #I -Sae dated on this -hest closer W -1 �J BEDROOM r-A---- )/ p LI I _ _ , I in e'-O" A.F.F. 8'-0- A.F.F. - Flat Ceiling Flat Ceding ARAGE J ® IT O locwall in i+ gkatruck block to be 0 2,-BT p ° a a R-Bette Imuiatan 150 Am me Provide auto panel p p EMERGENCY closer p r - - - -------------i EGRESS -----------------1 'GOLF CART l GARAGE ° I I ° p O C IC ° p p ° p p i p C T-8" ( 9'-O" 2'-8" I 6'-4" 2'-8" _ _ 9'-O" `� I2'-8„ Q W gc W 8_ r_ U1 I- Square Footage Breakdown Total A/C Space ce 1r153 sq. ft. Covered Porch Total ce 212 sq. ft. Garage me 459 sq. ft. Total Cubic Ft = 1'4r02.4 under Roof Total = 2.484 sq. ft. Wunne Building Corp. Date Drawn Revisions : Sheet REAR 3-28-1e THE WINDSOR PORCH Drawn bg. 2 LEFT c.c.u. Checked bg: S anish Lakes S . Lucie County Florida D.R.B. OF 5 Comm # 15-1588 impact STRUCTURAL_ NOTES: I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MiX AT 28 DAYS 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. 4 GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MiNIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 5. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY PROCTOR VALUE. 6 GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 12' x 12' concrete column block fill - with concrete and (2) #9 bars vart. t ad I into hotels above 35'-_FOIV2 12" 8'-10 ia" 12 18'-10 /z" w m 9. DESIGN LOADS ARE AS FOLLOWS: N ° ° _ — — _ — °I° 2 — — —I ROOF (DL+LL) = 41 PSF J ® J WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 T �, ®� — Filled cell under EXPOSURE ="C" I girder above O 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t I o '- A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. I 3- p Rear Porch Slab to O I w - be poured separately II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I IL from House Slab. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. I 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSi OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. IL. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-O" 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.... 5. 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 up to 5'—II" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11"It 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 2-4" 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-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30" overlap - at each filled cell 4" concrete slab with fibermesh OR Vx4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade mE° I _I I= I 14"w x 14"d concrete monolithic footing with (2) #5 bars cont. 14" F I 1 TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-O" 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill .....' .. :, .. :... .. #5 bar cunt. o � v- ;r �r 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 6" GARAGE STEPDOWN S["01 P I/7" = I'-D" 12' x 12" concrete column block Pilled with concrete and (2) #1 bars vart. tied into lintels above Top of rooter IV below finished floor - Verifg house slab height in field Thicken edge to 8'x8' with concrete and one #5 bar continuous FOOTiNG SCHEDULE Mark Sim Description I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - 4" STEP DETAIL ON THIS SHEET 30' x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x S"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS 14W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0' 129I11 X 1800 MONOLITHIC FOOTING - 4" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR Vx4" #10/10 WWM on to mil Visqueen over fill 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 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. #5 bar vert. w/ 300 overlap at each filled cell EE TYPICAL FICTIONS Ad juat curb fief lit based on gar. Floor 4" concrete Bleb with fibermesh OR slope. 0x4" #10/10 WWM on 10 fill Visqueen over 45 bar in curb clean compacted termite treated Pill 0'-0" e F.F. Grade 2" x 6" PT wood secured with 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood — jamb per manufacturer's product approval I14"w x H'd concrete monolithic Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS — footing with (2) #5 bars Cont. IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 4„ Filled Cell Masonry Column With One 30"x30"x16" concrete column footing with (4) 45 bars each wag #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location 95 From Footing To Tie Beam 4" concrete slab with fibermesh OR V'x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. Double Filled Cell Column ' NTS Ln Bra (2) #5 bars cont. bottom steel 12" DETAIL AT 9" GARAGE STEPDOWN SCALE 1/2" = I'-O" OB St I FI Rear (Patio/Slab to z I be flust with bottom of sliding door recess. I 1 Slope I" II I —i -i ' FI _i II I °I I i I I I I I 4" ¢oncrete slab with fiberme ogi I 6"x6" �j10/10 WWM on 6 mil Vii 16 qua I cleai compacted termite tret ~ � I I °I I I I °I I i 1 'I I —i I o I FI I I I I I I I o I _ I o I I A Al I I DW i 0 0 °I I I clew mON VENT ° F,,c7 H.B. I O 2 Q o A/C 4 #I I �f-Sso detail on this sheet I a� 2s' 'o �� G Attic Aewss 1 I I z I I m II I o II I I I FI ( 4„ I L FI I In I I 24 mcxel4d oxin2to 4"L under filled cell under girder hearing. I J I I I I I OR If on over fill DRYER I FI I II I I I I I I icrete slab with fibermesh OR FI I 1/10 WWM on 4 mil Visqueen over compacted termite treated fill I° I I° I I° Now I MENNEN FrN n 150 Amp I 1 = 5 0. m Panel 40Spl I °1 I ° I, 5 I 13'-0" r °lei1E- I L-- --------� d I rn n Conc. Fill To Be 3000 PSI See Floor Plan For Location F` Single Filled Cell Column NTS rn 4. Braden AIA, PA Wynne Building Corp. Architects — Planners S.E.) Avenue THE W I N D s O R Tel Tel 281- (172) 287-8258 +—� Fax : (112) 281-8283 S anish Lakes E-mail: bradenaiaecomcaat. net St. Lucre Count Florida"t FL %49gG uAe�nnnn%2 Recess f or IL LoJ W i IRIFII 1,111.5 Recess for arage Door C,, arage Door 't Date Drawn Revisions REAR 3-28-la PORCH Drawn bg: LEFT C.C.U. Checked bg: D.R.B. Sheet Comm I impact OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = Bid ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plgwood 4. Use nails or, acrews bas d on ress re for roof stated in permit Info box on these pans for zone 3 Keg Area Ede Field Fastener ax Zone 1 4 4 to8d ring shank 45 pef Zone 2 4. 6" 8d ring shank ib par Zone 3 Sd ring shank 84 psf Kllli** Zone 3a Co 4" 1#8 wood screw ,112.5 psf ** Use nails or s4rews based on ree wire for rQof stated in permit info box on these plgns or zone 3 Concrete / Lintel Column Provide #5 bars with min. 48 bar diameters overlap into beam. Tic filled cell steel into continuous boom block steel. it-, Provide Cast -Crete BUB-OB/OT precast ------ - - - lintel set in mortar Min. 8' Bearing--- Verify with Plan 12"x 12" I Column Block Rebar Reber 18 Bar Dia. Min. Overlap to Lintel Attachment Provide #5 bar set in pre -cast ROOF FL A N Scale : I/2" = 1'-0" lintel mto beam where length or the opening calls for it. - O 1.1- O u 1 h d h h t ovide PT Buck :ached per jamb ails into Pilled a 4' Pre -cast \ ver angs at Un ass of erwlse note On t 1s s ee — Roof pitch at +12 unless otherwise noted on this sheet ___ - — Truss shop drawings to be provided bg manufacturer — Ang changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. — ALL TRUSS TO TRUSS CONNECTIONS BY r TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Pilled cal _ Contractor to provide for Form Board Surveg and to provide Form Board Surveg to Truss Compang prior to truss construction 1 #5 bars with min. 48 bar rs overlap in filled cell. Tie III steel into continuous steel. Concrete footing (see Tooter schedule for exact 61=10 q DETAIL AT WINDOW OPENING IN ° p CBS WALL Scale: 1/2" = I'-o" d ;; �toUJ a a 'w 81NGLE PLY REAR GIRDER TRU8$U w q U FZY/"--W" Nall 2' x 4' bkxdunp to veri leg of E d z truss With IOd x 1.5 "we at 4" &a. q .r u Cy Instal Simpson MOT =1 weird �into 5/08 s»dw bias and (St 00d eat into erws TRUSS BLOCKING DETAIL AT GiRDER STRAPPING AT CENTER BEARING PC NITS I i 1/8" thick light textured stucco installed per ASTM C 9 L over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one lager of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" COX Plgwood nailed at 0 o.c. in field and edges with l0d ring shank nails into studs. Gulf Coast Supplg and MPG 5v Crimp Metal roofmg FL VIL51.12 26ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 2) 30 ib felt underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" ei.c. at all lapis and two staggered rows 12' o.c, in field. Attach deck to trusses using attachment detail on this sheet Additional recast Lintel Lintel Bar Clear n A n ii Bii #6 bare e ;' ���,1e Length Length Span Bars Bars T;t,1 ':r. T i 2'-10" 2'-8" I'-6" 2,tt3 none 3'-6" 3'-4" 2'-2" 2,43 none BPS —OBIT SP"S/IT SPB—Ie/2T ;r 4'-O" 3'-10" 2'-8" 2 #3 none dddional #6 bars ctew .= � 4'-6" 4`-4" 3'-2" 2,43 none -,•-,�.,. no Row of H . ,+.:� ti, Block Above ;o;r;.; 5'-4. 5'-2" 4'-O" 2,43 none '; •t= ; ' 5'-101, 5'-8" 4'-6" 2.44 none Precast Lintel P ; :;, C a; yx 40 Additional "'`"! i 6'-6" 6'-4" 2,#4 none #5 bars L___� l'-6" 1'-O" b'-2" 2,#5 none BPIL-15AT BPIL-i!1/2T 8'-4" 1'-101, �'-O" 2,u5 none NOTES: I. min. coverage of steel-1.5" 2. min. bearing required a me. end-e" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM A1,I5 TYPICAL LINTEL SECTION If PRECAST CONCRETE ) LINTEL SCHEDULE Mark unot it Jam: i 8 � hcr*Watlan Real* or • Above BlockNO St�iel S� Tsui.( SaeI&VA II "am L I al L22 X-2' V-0 8PS-OB/IT 1 96 3064 Ei1 1024 L31 1-LN 2 ,_ 4'-0" -OT SPSB/I I a6 2BLI 113i3 163 L49 4'-5" S'-10' SPS-OB/iT 1 $5 BOB 909 321 LSO 5'-O' i'-C SPS-OBAT 1 05 1230 BU 121 LLO i•-B' 1'-i' SPS-OB/rr 1 85 Ion 121 534 LBO VI T-4' BPS-EV2T 1 $6 2 a6 152 BOB 512 L90 411 10'•-V SPS-18/2T 1 85 2 86 643 630 401 L90B T-O" 10'-i' BPIL-lb/2T ONE 1 85 1 2 as 1633 no 401 WOO W -O" ll'I SPe-15/2T 1 s5 2 86 5e2 4'14 452 LI00 lo'-O' 1 SPIT-0/27 I ONE 1 as 2 of Is" 1025 452 LI20 IT-O' IV-4" 9130-I5/2T I a6 2 $5 OFT 429 324 U209 17-0' W-4' SP16-11151 ONE 1 a8 2 IS 1015 11O $24 LHO 14'-O' 16'-4' BPIi-6/2T ONE 1 85 2 a6 1250 i09 259 LILO IP-O' IT-4' SPS-1e/2T 1 a6 2 a6 300 M2 M4 LUoM k;'-0" IT-4' SPIL-1111/2T ONE 1 aS 2 a6 9SO 900 1014 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane arc or at each truss with (10) 10 x 11/2' nails - ( 24" ox.) supporting Max. 18101ba. uplift Aluminum Dnp _ Edge ! Fascia 12" 2' x L' Kapcan full o vent winpl soffit installed uwnnpp 1/8' dia shank x 1.5' long gale, roafuq nails with 3/8' dia. head per product approval — see chart ahaet #1 12' x 12' concrete column block filled with concrete and (2) 91 bars vart. to into lintels above thicken edge to 8"x8' with concrete and \ one 45 bar continuous BEYOND Top of tooter — IL' below finished floor 12 4 ettacmad to M fror Nth no no Mso than I- horizontal aced into vertical a Aluminum Drip Edge t Fascia Flash and Counter Plash Nail ledger to gable end truQ118\ with (2) IOd at each web Is—mb lath vermcd wood i to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on tgpical concrete block construction Varies - see plan #5 bar vert. w/ 30' overlap at each Pilled call Rear Patio/Slab to IM,I be Plush with bottom of sliding door recess Wood Step per foundation plan a Slope per foundation plan 77 -777777T!r!I : a IIII IIII— IIII IIII lblcal S�ctlon Brace Gable end with 2' x 4' SYP #2 Slot back nailed to bottom of top chords using (2) IOd nails at each truss 'RE -ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) �R-30 blown fiberglass in bottom chord of trusses -1/2' drgwall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar cont. in each row. Substitute grecast lintel filled with concrete and (1) #5 ar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 pi -Pod -maulatton on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "t4" onlg proportioned el. FBC RLOI.I and Mortar joints shall complg with FBC i�4 1.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill call with concrete and (1) 45 bar vert. (tgpical). 'Max. spacing ahall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4' concrete slab with Pibermesh OR li'xL" #10/10 WWM on L mil Visqueen over / clean compacted termite treated Pill III � —III Fl at Front fi orc Scale : 1/2" = i'-0" Architects — Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E—mail: bradenaiascomcast.net Strap truss to wan using Simpson nui with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxgnggwith (22) 10 truss log per udetail Add nbthis blocking � Simpson HETA 20 hurricane anchor at each truss 2�" o.c.) supportlng Max. ETA 20 IRV) Its_ unilft 04 1 Film L I 11 -swo Ila WN I I WA I Ara WAI V", I Nes 11 KEA, N Is ISM PI - =ArffA MWO ICA Is s OPEC v =.-Isn "reelsyltant, tin cap* and with 1.25" ring shank nails I PA I FAA &ffackir-eIrt and two staggered raw& 12" oc. in field. Attach detail :,T tkis skeet I Attie Access 3 Mail IUM Provide downspout Wynne Building Corp. THE WINDSC 5 anish Lakes S�. Lucie Countg Florida N 4 W a � OU N m Q U ip U W to 00 ao Nfa,r U N s �FIETA 20D �ETA 20 \ Provide for gutter Simpson HETA 20 Provide doe t ) hurricane anchor at each truss "sp ou ( 24" o.c.) supporting Max. 1810 lbs. uplift MODEL: Date Drawn Revisions : Sheet Comm 12-6-11 REAR Drawn by: PORCH c.c_u. - ��—�- L E F T Checked by: D.R.B. OF 5 PANEL "A" arc# Description Wire Load MR Pali 2 AHU #10 3.5 kw 30 2 Pales SR Load Wire Description mire# 2 40 1.0 ke #8 A/C camp 1 40 gal. meter HTR 3 5 4 L Ran 2 30 4.5 kv #10 #6 12.0 kw 50 2 a 1 20 1.8 ke 812 Pump 9 10 Drw #10 9.0 km 1 30 2 II IZ I 20 IS Its 812 13 14 Dishwasher 912 1.2 km 20 1 1 20 1.5 ke 812 Microwave is Ii Refrigerator #I2 1.2 ka 20 1 I 20 1.6 Its $12 Kitchen S.A.C. 17 is Recept■ #12 - 20 1 I 20 1.5 kw $12 Kitchen S.A.C. 19 20 Recepts $12 - 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 Recepts $12 - 20 1 1 20 0.81 ka #12 Garage Dom Opener 23 24 Racepts 812 - 20 1 1 20 1.4 kw #12 26 24 Racepts #12 - 20 1 1 20 1.92 kw 812 21 28 Racepte #12 20 1 I IS 814 General Lighting 24 30 Recepts 012 - 20 1 - 1 IS 314 1 General Lighting 31 32 Racepts #p - 20 1 - I 15 #14 General Lighting 33 34 Exterior GFCI $12 - 20 1 I #14 General Lighting 35 36 Bathroom GPI $12 - 20 1 1 #12 smoke Detectors 31 38 General Lighting $14 - 15 I I TO #12 Bathroom GPI 39 40 General Lighting $14 - 16 1 s are 41 42 s are PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting .(3. watts eq. ft) Small. Appinance..Cjrcult(e) . . . . . . . . . . . . . . . ................... Range,,,,,,,,.. ............................................ Refrigerator .. ................................................ , Microwave, , , .................................................. Dish ,Washer ................................................... .*h¢s„Washer............................................... Clothe$..PI:9gr............................................... Water, Heater ...................... .................... ................. Gerage,Door,Opener........................................ I135 3 5205 2 1,500 3,000 1 12000 12000 1 1200 1200 1 1500 1500 1 1,200 1,200 I 1200 1200 I 5,000 5,000 1 4,500 4,500 1 1800 1800 I 810 810 Total Watts 31.416 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 840% 1 0 10.466 Electric Heat or A/C 10.000 965% 1 10.000 10,000 Calculated Load Watts 30.916 Volta a 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical 5 mbol Legend S Single Pole Switch ® Recessed Can Light Doable Polo switch Egailboill Recessed e Push Button BatchExhaust Fan 'se Duplex Outlet caling Mounted Light -0 special Receptacle 0- Wall Mounted Light Waterproof. groats fault wntarwvp Light with Pull Chan (attic) ® Floor Duplex Outlet © Ca*dw Connection Jack ® Carbon Manoode Detector 4t Fksod Light Thermostat m Electrical Panel Central Vac 8 Electrical Meter smoke DetectorCoaling fan Tevi lesim Jack rEl Telephone Jack ACD c A/C Disconnect I x 4 Florescent Li CM2 x 4 Fbrescent Li t Speaker Hook -Up ><❑ Intercom = JUNCTION BOX TO SUPPORT A FAN we THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Iw Ica Alumina r.ed AC6 PANEL disc. 3 TON SEE MANUAL 'J' and Energy Calculation for Unit Info AiC I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. S. Contractor to verify location of electrical T service and provider. 4. ALL paddle fans shall be on a rheostat. AHu 5. ALL bath and kitchen receptacles to be GFI protected. 2' PVC l FPL 6. 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. 2• n service FPL c6a°r 5#eauat°pi�a�ie slab 9. A/C Return Air Balance Must comply w/ FBC RM1402 10. A/C Refri er t lines that are run thru slabs must be sleeved ini�V ELECTRICAL RISER II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical -Contractor shall use AL-CU Landing lugs. NTS contractor, the completed s stem shall be full operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pay for all 'fees, permits, tea in , 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. y P y 19. The electrical a stem shall be cow letel and effective! 15. All required insurance shall be provided for protection grounded as required by 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. It. 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 by others. 11. 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 istillty 25. Oryer Vents to be installed per FBC RMI502 and telebhone comoanu. PORCH 141 CFM IOx1Oxl 141 CFM IOxlOxl GREAT 141 CFM IOxIOxl I 1� I 124 CFM I IO3d" KITICHEN I 1 "II✓ditOMP REF. 38' CLEAR L -- - - 0 - -, oPEt#NG 414 Steel Ballard oofe-see detail on this sheet ` r----- I A # s rape GARAGE r----------------- i I I I I I I I I I I 1 I I 12x1B� r-w 12" IL' 20x2O I 7 14" =3 I 124 CFM IOxIOxL /MASTER BEDROOM 9 CfM LOS 4SHEII DRYER LAUNDR 124 CFM IOxlOxL E/A 50 CFM Ill CFM 12xAxl I SECOND BEDROOM THIRD BEDROOM 100 CFM IOx6xi 150 Amp Panel - - - - - - - - - - GOLF CART GARAGE I I I I I i I I MECHANICAL L A N' 0 U T O- THERMOSTAT LOCATION SCALE: I / oil " = 1'-0 " install oulet under disc. not shown for clarity •' - - _ ` \ ,'� PORCHEP ~`\ WP GFCI 1 I 1 I I I GREA-� ROOM I I LOSET I � I � o I �` WASHER ORYSR LAUNDRY MASTER BEDROOM WP GFCI 0 W.H. GFC A/C gl "e Stssl Ballsl�d ee dated on thu sheet r-- x--- I Attic Access.- T $ L smtln J1gIIf m 1 / 1 j OPTIONAL PANEL LOCATION / / vet iN w i 4 SECOND \$EDROOM 1 1\ -A•-- \ THIRD l r iv s---BEDROOM GARAGE / \ GFCI GFC TIE 1 I! iO Amp GFCI oe / Mt= Panel GFCIom r-------- a -------I �\ -ram _--------i Garage I Garage Door I Opener l \ ? I Door ° l Opener l e \ C�L,4R,C4CxET Wire For\� ; Front Post Light 9 l I I l 1 t0 geraga (tights I I GFCI GFCI I I I I Braden ! Braden AIA, Pro Wynne Building Corp. Architects - Planners TelS.E. Coconut Avenue THE 1 I I I j�I j 1 C� O R Tel (ill) 287-8258 THE '�+ l `► +-�'i✓ Fax : (112) 281-8283 S anish Lakes E-mail: bradenaiascomcast.net S�. Lucie Count Florida A+uswr+ PI %4ggL xoorrnnnna� WP GFCI ELECTRICAL PLAN O Post Light with Photo call SCALE: 1/4" = I'-O° Center Post Light between driveways MODEL: REAR PORCH LEFT Attic Ventino Calculations Total Attic Space = 2101 sq. ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit )ate Drawn : Revisions 12-L-1i Drawn bg: C.C.U. Checked by: rD.R.B. Sheet OF S Comm ®=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses- 5PAGING NOTE ALL. TRUSSES ARE TO BE SET AT 2'-0; ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. AJI DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. r:r1NSl II T Rr.gl 30' Spanjor less 30' to 60' Span A& Spree er Bar ",6degrees less A-/2 _ —1, a9 Ail—Ail—APprox 2/3 to �. O IOg -in, sport approx. Line 1/2 of Span REFER TO BCSI Truss must be set this way if crane used. REFER TO ©CSI truss must be set this way ifcrane used. t not match. This is an example, truss may not match. nslst crane operator sets truss this way. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses ® are installed. A Ar{R "ANiia EFR N4l7—F== UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. For Truss to Truss Connections see hanger/connector schedule in engineering package. Nails must be as shown. Guide tabs o Dome tingle nails. SEAT PLATES BY CHAMBERS N 1MAT' ID FS OiuF"SiOnEn ON "bu: x�a r --' CORNER DETAIL Ovt urwNGS NOT SHOWN FOR CLARITY upset=l/4" 115116" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT F ND 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. P- - ,A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH A Do not stand on trusses until they are braced per SCSI & properly nailed to straps & hangers 15'-3" 19'-9' Y INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF V-0" ABOVE FINISHED FLOOR l; GRA BRA 11,:�, VMSIli///I VAli/ A;On,�4ii/„! li///I,///'li /II 111041 ,00 l r./ — %ePAO L I I 1 1 1 r4 INVERTED nr WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) All OW-00I k ICI®I�I�I�I�I�BI� r itNS,—l\\\\�4�\\NNi �\\\�iimim1 b%08%; \i� \��I �\Iq V INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL LOAD W/ (2) 7�1 IS Me 2 CPA FABRICATION AGREEMENT Millet d6 DANNOT 9E8TARrED uMTL TFae TM IeW e/aiptlpr dew Propertytttwn thsbuses; vA be the yd 8IrE7L -T hs nerds to outlet ecaerdartcs 1rAft elillichtle buss plearrwnt ' 2 1'deimerro'�arw fat ds0e'"'Ydt'e.aVwffioh/feWlnean=etwwttmm s ul wtlttert natty Is tow avert varl6ed aythe orderslpe 17twd stiee�d mY a seha d eyi of deermy ew tr�..,,..�r,,����C__�__ter a be 7nw 'jdt wean noftage Is tteltlslwd ^�,r,wL," T � _lw^"s'Yw � � erowsd.-tn s.. dsaNe�c' 'eker wtt6aar. Tnw it ».al. ." a n=wlw 4Z)`a`aaarW 1 poison of ON kb eel a rdeBlruy,t�,eabL.6. � wl �Yofew E catwesop .Job br�M ta.d�latr detiva,r e e nrs look en Ii eseporw6ls a C7�rab� S Y or buywr - not Fergus far debsty of 0a 'O daub due a sty 0. Piles u O pe h or bee r 7 Wow b tttrb)eU a gwlpe r am Mwt104 ns. no condaloAL tldsVyout.AStiOP�Aarflearn„dyons,,,q,asdwtpodylOpvnaers7nps, . ipr7eemeerd a e ORDER a C7ternhars, Tnwe of der sun ttereed . � Y• Irrveaee t><bs. 4tvaaoe Iva M nterk on ebtvery end peW tdein W,w c d fehrksaeThe er e fisdlded dote iK eelrery r serer reasonable etsewt er ,eomeylofee ixeoeeglerts h T e undlen lined a pry C;rtbere.;l w= doe• Yetononap �a.Wrmede,-12Y.PornwWtaa tt a aarwBeralart a Trw e''�' °P °Wfld" a d eerrne herea t�,.rrta.,, Thereoen Peyotort tdt.,ter ae d le rnz 1 �r ttaa adabertkw.s osol Meeredrwse InckX V atturtwye sees, a dsAWl in ae wd ogees a py t reatplen Psyrtwri a Inds W be mme ar orY0. apsym ts don d to th p �6 Ott tM ebme Mdowd he s e. agues thei ew ae' "°Iwr'NMIarW Sdr1dAnd R1Roemertded CANdiesC ANSVrPYVVrCA4-2000" saute MUel Plere Cortttec,ed WoodTnel DATER ..-.� . AspxakrbwnWbeteytjjneaper"ecsorbpte kjteyadanege AAOUP1e Ply busses must be fastened togtithi per errgbreedng before they are set; fallure to do so can rssultln roar collapse. Temporary and permanent bracrng are reWlred and can am- Eft and property and b the responelbllHy of the truss erector. Sfudy the contentsof the Irdomrstion Packet Included on deliver before setting trussal Trawl mustbesetatd braced perdeetgnb prevarlti*WP- damage, Trusses must be set plumb and "re Do rot oat bunks or stack of plywood, roofing materbr or any 'otirer edhCerrtrated rustle on lasses, fhb can cause toga Do-MOTSET TRUSSES uSIMG THIS LA yOUT 'USE LAYOUT DEUVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort-Pterce; Flollda 34982-6423 800-551-5932 Fort Pierce n241662012 Fax M 466-8711 Vero Beach 7rZ-668-2012 Stuart 772 2861 ' e Architect's or Architect's reaareswt4ntivc'.y ' shop drawing hppwvAl Is NOT ck" of the contract.r. "- - The contractor shot remain responsltald for checking field measurements and othor construction arltdNs. Arckltat;t'a approval JJvdra pones, roof shape, rovicw Jt trues stehpping, and loading on structure from gravity vm uplift toady anal th€ il. w t 'J vied,. Arprov©J uy a3ra4cn 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY - Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind, Roofing Material Shingle or Shake Loading in PSF Roof R-D.L Top Chord Live 20 `;.� « _ Top Chord Dead 7 4.2 w c Bottom Chord Live 10 Non -Concurrent 'I I Bottom Chord Dead 10 3 c , c , TOTAL Load 37 7.2 a Duration Factor 1.25 m m I Wind Speed 165mph all 0 Top Chord C.B. Sheeting by builder. v W Bottom Chord C.B. Sheeting by buiker. w to Highest Mean Height 151-W I.- Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L=Restiainiii Dead Load C.B.=Condr arous Bractrng Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildina Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: MAIIM Scale: 1/4 = 1' W82 total trusses, 15 d'rfferent trusses. - MI 4: RLC ACAD: RLC Reviewed By - Date: 10/07115 Revised:03/21N8 fn FOR 14, " 14'•4" 1 I 14—W 1 6.�w 1 14.-4w I _,--Aw,A, a WYNNE BUILDING CORP. i' CLOUZSED AREAS ARE OF ; DESCRIPTION: PORCH RIGHT % SPECIAL CONCERN & MUST BE 71 CARLTON 3BED REAR POP PORCHLEFT CHECKED CAREFULLY & MAY j PAGE 1 of 1 CUSTOMER INM ALS EACH PAGE t INDICATE DEVIATION FROM �_�`' LANS.�,,`_- 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M11392 I -r5 :Med d 0 P-+h .