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HomeMy WebLinkAboutBUILDING PLANSSCANNED ov Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" mood 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 lops 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 dock to trusses using attachment detail on this sheet 12 5/8" thick light textured stucco on tuprcal concrete 4 SLOPE block construction COVERED I I PORCH O D Flnrsh Columns with 5/8" thick x 8"w cut 5/8" thick cut coral coral finished stucco bands finished stucco bands LEFT ELEVATION M SCALE: 1/4' - P-O" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #1101.12 2L ga. 5v crimp metal roofing attached to plgwood neck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tope 2) 30 lb felt underlagment installed with min. 4 ads laps and 0 and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails ?aced L o.c. at all laps and two staggered rows IT o.c. in field. Attach dpeck to trusses using attachment detal on this sheet — — — — — ------ — — — — 12 SLOPE 14 __________ ______________ 0'-0" - Fin ovow 5/8" thick light textured stucco on typical concrete RIGHTELEVATION block construction SCALE: 1/4' - II Product Approval Submittal Affidavit oq�pwewnft8oheduls Being Dooae, overhead Dom BDding Doors, windows as i product Yodel Manufacturer clam Attachment method gallon of amian oPressure w d Twtm 1.23 !4 FL# 239.3 Single Hun g g SH-100 Impact pGT 5/10 114" a. raptoRs s/ sun I /e' rati Yo 6• apace per pradiet all dhare ee inn. edge dut is p�eafed in�pappprrroval + 80.0 PSF — A IL-0330.02 Overhead Mode[82:d811 nit max h DAB „'M`a4. �bulk r` V„ " 10-9-21 + 50.0/-LO.O psGar i B FL# 14614.1 Fiberglass Der Pro/ Smooth Pro Jeid—Wen Qleo I/4' dra. topc Nth min 1.25' eadment at 3' max iron eornaTo andll6" oe. max. then ter m head and j=bs. + 50.0 PSF (� FL# 251.5 Sliding Glass Door Series 110 SGp PGT I" nom Type GSA I/4` $a. tape a/ ser I / ` esion �to pe apace mar, pro�uet she? adhere to inn. 2 l9 edge dutaexaa apaehed�raduet approval + 60.0 PSF Product NNE Model / Manufacturer Attachment Method IlLDaL � of sign ApMv�ad� ]sllrlllonB FL# 241.1 1" x 2 3/4' x .315' PGT Install per fastener tgpe and epacinji shorn in Table IA and IB in product approval on shoot b or 22. + 58.0 PSF Hoof5Y FL# IIL51.12 Crimp Metal Roofrn g Gulf and Coast Supply manufacturing 2L , 5v crimp metal roofng attached to plg000d dock wing #9 x IS' w s�� als with self ssabv washer at 12• oe. max �siong over ASTM D (tope 7S Ss+ Ib felt underiagment metalled with win. T side laps and V end 1 r nod with common rewtant tin sand I.2 ' nn ,hank nsi4 ��ace�L4 oc. at all laps and too s red fop I o.c. m field Attach ek Lo trusses urerg attachment detail on roof plan — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install uFn 2' x 2' battens at L" o.c. *crowd to sorrit framing urn #8 z 3 wood screws at each truss. Install soffit to battens using Jjr.7 lgag rind shank nauls with A/8' din- hand, +55.0/-35.0 PSF HurTlc Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with &elf sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails �sLed V oats at all laps two�sstaggered�rows 12" o.c. in field. Attach 5/8" thick x 8"w cut stucco on tuprcal concrete coral finished stucco bands block construction REAR ELEVATION SCALE: 1/4' - II G?rCda oasSand MFG 5vCrimpMetal roofin2a.5vcrimpeaoongttached to odwscewswith&eIPaling washerat12"oc. max2) 30 Ibelt underlayment installed with min.4lstenad with corroionreactanttincapeand uuaceL" o.c. at ell la a and two &ta gered rows 12 o.c. in fiele� Attach deeck to trusses using apttachment deta� 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 L" o.c. in field and edges with IOd ring shards galvanized Wads into truss webbing. 12 4 1 SLOPE! 12" 12" O.H. ❑ ®®® - LJ ®®®® e❑❑ Floor 5/8" thick x 8"w cut coral finished stucco bands FRONT ELEVATION 2" x 4" top plate 1/2` drywall ceiling on true& bottom cord 1/2" druwall on x 4" studs at 14" o.c. base -board 11 11 .,2" x 4" P.T. bottom plate \ 4' concrete slab with fibermesh OR L")d' #10/10 WWM on L mil Visqueen over clean compacted termite treated fill Interior Non -Bearing Partition Braden t Braden AIA. Architects — Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaiascomcast.net SCANNED BY St. Lucie County FILE COPY nLs Wynne 15uildina Corp. THE WINDSO Spanish Lakes St. Lucie Countg Florida SCALE: 1/4' - 1'-0' ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING,, OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: ith Edition and ASCE 1-10 for Wind Loading l5adding Design is: Enclosed Risk Category. II Wind Velocit4: I65 mph ultimate Mean moot Height: '- ' Roof Pitch: € I 4:IZ Internal Pressure Coefficient: tDjj Subjectabdity to damage from: Weathering: Negligible Termites: Vera Heava Width of Roof End Zone: V-4■ Wind Speed: IL5 mph ultimate Wired Exposure Classification: C 121 x O i m 0.12L Adjustment factor for Exposure Height: r ASD ddeal Io fimm Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.la1�Li Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.L plif RZone..4p'son34/-840pi Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Wall Zone. Zoe RfZonI Wall 3-.8 pa mile Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Shear Walls Considered for Structure? yes Continuous Load Path Provided? YYeeaa Alt Root Zone 2 WaIla Zone 55 Are Components an Cladding Details Provided? Yes END ZONE Minimum Sal Bearing Pressure: ,Presumptive: smiX B Teat: psi 8 E PRODUCT PR VAL FOR IM A T PROTECTION- E TION FOR -OPENINGS IN S; Corner Zones R oof Zone 3 ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -AIL of FLOOR DEAD LOAD: 10 pal JOB ADDRESS: ��\� \ ('stC Model: Date Drawn Revisions, : REAR 3-28-18 5-23-18 Garage floor slope and Drawn bg. Smoke detector revision PORCH C.C.U. SCANNED LEFT Checked bg: BY D R. B. St. Lucie County Sheet I Comm # Impact OP 5 Gulf Coast Supply and MPG 5v Crimp Metal roorm FL #iIL51.12 24a. 5v crimp metal roofing attached to plywood gdeck using #9 x 1.5" woo 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 L' end laps fastened with corrosion resistant tin caps and with 1.25' ring *hank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to truslas using attachment detail on this sheet Simpson HETA 2t0 a equal witfi 111O) IOd ox 1 1/2qcnails ss l 24' o.c.) supporting Max. 18101ba. uplift ` Aluminum Drip Edge I Fascia 2" x V Sub -Fascia Kagcan lull o vent vmiil sdf t I bang 1/8' dia shank x 1.5, (airy roaring nails with 9/90 dia. head product approval - we chart at 5/8' thick light textured stucco on typical concrete block construction #5 bar vert. w/ 30" overlap at each filled call-�� F L p p R PLAN Recess top plate x 3/e"d f�sl CRASH POST DETAIL eel forstth we support is ng sheetsrig TYPICAL NOTES: SCALE I/A{" = I'-O" Ilk N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3L" high bg 4" diameter C proceeding with Work. steel crash post. Floor Flange with 4 - 3/8" steel countertop ort angle Install L" from each end and 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into one in center of canter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) sea angle dotal 4. a minimum 1,P.S.I. fiber stress. No dissimilarr metals to touch. 1/2" drgwall -` 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 "' "3/8" 0 21;6" Counter top - verdg tgpe with contractor 12" x 12" Concrete column 12" block filled with concrete and (2) #T bare vart. tied into lintel* above ZZZZ Sea& cabinet (V ° 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. `J 2'r2" 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. D 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 accessibilitg requirements. 12. Lowest finished floor to be set bg Governing Building Department 2,g„ 2%" surveyor to set in field. %. �", 13. Separation between residence and garage shall be per FBC R302.4 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 200 per FBC R302.9.1 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 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, C4-15, C514. C430, C931 C960, C1002, C1041,CII11, CIIrt8, C1218 C1395, or C1394 and shall be installed according to the following: (FBC R-102.3.5� Dr all Thrcknew Location Orientation Framing ember Max. spacing of fasteners Nat siring of drq for a�"""i installation g ember( into wood framing members Nails screws 2' x min. thieknew Ceiling Perpendicular 24" Is 12' 13ga 13/8" long with 19/44" head 0.098' diameter x 1 1/4' long /2 annular -ringed or Sd cooler nail OR 0.080' chg. xx 1 5/8' lay with Walls Direction IL 8• IL" 15/44' headR Ggpamn board nail 0.086" dia. x 1 5/8' with 9/32' heed. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8' long annular -ringed or Ad coder nail a OR 0.092" dia. xx I 1/8" long with Walls Direction IL e• IL' 1/4' head OR Ggpaum board nad 0.01116• die. x 1 1/8' with 19/1.4" head. 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.L, A108.1, A118.1, AlIll AG4.1 and A13-1.1 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 accompan Ing smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Grade .' of.01 r y MASTER � 000" 00 2' I BAT< H 2"1 1 KITCHEN ` f'"+." I �„� I LAVA TMV I I� I Mv-II " LAUNDRY 2.4 2, 1 twvLAv-1 I I 2" 2' 2.� 01 YI 1 I i 2 _..- . z• r 2' w?I " O BATH 02 3' 2 SANITARY RISER Window Schedule Mark Size Rough Open. Window Description PRESSURE ZONE I. 4'-6%"x 4'-L %" 54%a"x 54Ya" Single Hung ZONE 4 2. L'-2%a"x 6'-3 %a" 15' x 43 %;' Single Hung ZONE 4 2'-2" x V-2'h" 21%2'x 38%' SW40 Hung ZONE 4 4. 3'-1" x s'-3 ve" 38' x 0'14" 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 prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X i'-O' 108' x 84" Overhead Garage Door ZONE 4 B 3'-0' X V-8' 41"%4' x 8VI" Fiber law Panel - imam ZONE 4 C L'-O' X 6'-84 14, x 81 %," ha" sotto" siming cola" Door ZONE 4 D 2'-0" X V-8" Said Care - Wood - L-Panel-Br-Feld Finished 24' x 81 h" E 2'-Lo X 4'-8" $olid Core - Wood - L-Panel F 5'-O' X 4'-8' "d Core - Wood - L-Panel - BrFdd G '-8' x V-8' x 1 N' "d Care Wood, Steel, or Maso ite Door H 2'-8' X V-8" Solid Core - Wood - L-Panel J 2'-L" X L'-am Said Care - Wood - 4-Pawl - BrFold 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 so.with manufacturer a space prior to construction In permit info AND SHALL ON SHEET #I 12 PRE-ENGINEERED TRUSSES I' x V P.T. B 4 at 24'o.c. TYPICAL block with case (shop drawings by manufacturer) Prior to door a R-30 blown fiberglass in bottom chord or trusses I/2' drgwall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute ad too lotrecast lintel filled with concrete and (1) #5 tar cant. for bottom row over opening* si 1/2" drywall over I" x furring strips air. IL" o.c. with R4.1 i-foil insulation on typical 8' Block walls All drywall to be installed per FBC R102.3.1 T and shall most all pertaining ASTM codes. �o Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar fonts shall compply with FBC RL01.2.1. Provide Dur-O-Rock at all wat areas lax showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see Foundation plan notes for too spacing at openings 4" concrete slab with fibermesh OR Vxil' #10/10 WWM on L and Visqueen over clean compacted termite treated fig �= IIII i III-IIII � I � I. III IIII �I " 14" x 14' Concrete footing with (2) #5 bars cunt. and #5 TYPICAL SECTION transverse bars at 4e' ae. Scale : 1/2" = 1'-0' Masonry Beam nails / nails nts Attach buck to block wall with 1/4' dia. Elea cone across with min. 1 1/4' penetration at 12' sic. max and 4" max from each corner thru Exterior raw 2" x L" PT Buck .or owl enn as wood maroe■ thra jamb into back Detail each wan• and w:ImW ae..ax and at Door INnor ch soar atte NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER AND SILL BLOCK BUCK , PRIOR TO INSTALLATION - r Install windows thru back into block with 3/I0 tap -can with 1 1/2' penetration at f ore. aax rrom each corner and 20.' ge. max Exterior face thereafter at .lips acid 20 o.c. max. at brad and all per praduat approval of wall Back to be r x 4' PT Q I Buck nailed to D e t a l l lock math caw hardened nails a t W I n d oW S Prior to window attachment NTS 12" Verifg attachment hole location with GC prior to fabrication 3/8" thick L„ steel bracket COUNTER TOP BRACKET DETAIL I in M 0 Install SGD thru buck into " ' block with 3/I4" tap -con with 1 1/2' penetration at L" o.c. max tram each corner and 20." o.c. max thereafter at head per product approval 0 O Use 3/IL' tap -con with O ° 1 1/2" penetration at L" o.c. max. from each corner and 20" o.c. max thereafter at sill par, product approval ° I" x L" P.T. Buck nailed to �^ block with case hardened nails Head prior to door attachment in fixed door .ryiy"ia; sliding door n Masonry Wall ' " � p; \ Bottom T r ack Flooring r= Bill Install SGD thru buck into block with 3/IL" tap -con with S I i d i n g Door D e t a i l 1 1/2" penetration at L" o.c. max. from each corner and 20." o.c. max thereafter at ,lambs per product approvalJamb At Masonry Wall NTS Braden ! Braden AIA, PA Wynne 5ullding Cor Architects - Planners 411 S.E. Coconut Avenue THE E WINDS Tel : (112) 281-8258 - Fax : (112) 2 e1-8283 S ankh Lakes E-mail: bradenais comcast. net St, Lucie Count Florida S1unrt Ill '444141L iroarnnnnao 00 - 8'-1072" Filled cell under girder above O 1 PORCH WIRE LATH I STUCCO CEILING EGRESS 13'-11" MASTER © o BEDROOM =° " ° El B'-O" A.F.F. OL Flat Ceiling I I ® Vanity to be 34 Y,"high 8'-0" to 9'- " A.F.F. OCRod ! Shelf Voulte Ceiling T _ 11 19'-5° `-" l- l,_3„ 4„ 4,_4„ GRE,4� ROOM NI J m I ooslocLOSECID � WI 1- :=11 ry i Rod I Shelf 3l" I WASHER DRYER 2" I �0, LAUNDRY 9'- " I u, 8'-0" o 9'-8" A.F.F. ?N Vaulted Ceding 0 0 DINING RO ROOM I I I 34® high b 42" I counter tT 418° 3/8" thick steel in counter tsupports overhang wapt5-3- O counter t s to eq. eq. - r ierhang wall 1.5" L„ ® ` to I W W _ - - - 41= in DW i o o +41" high wall 1 " SECOND I KITCIHEN BEDROOM o aQ 8'-O" to 9' " A.F.F. 8'-O" A.F.F. _ O 1 Vaulted Ceiling pper cabinets to r Flat Ceiling a extend ove Ref. CR WAVE I I I NON VENT REF. Eo"mme a'in EAR a 4' 12'-8L --- �� cn `r H) "�' ^//"4 -n Betts brieum O O ore Steel Ballard detail on this sheet Provide auto closer O THIRD BEDROOM m�IF r--22"--- x 64' Attic Access y/ 1 OI L Q QI -w-J V _ , in 8'-O" A.P.F. 8'-0" A.F.F. d Flat Ceiling Flat Ceiling g GARAGE 113 J © 4 J + :.I�:. as to L7�[O1 truck block n \.. .11 ■ R-11 Betts lation - Provide auto 150 Amp �' ■ - closer Panel �� ■ - ■ O ■ ■ ■ ' ■ IGOLF • _ GARAGE • Eel ■[ol ---- - - - 1[nl■lot - - _ :o]■[� Q W W w iL r_ W H I r N 'Q- I a - I in Square Footage Breakdown Total A/C Space = 1,153 eq. ft. Covered Porch Total = 212 eq. ft. Garage = 459 eq. ft. Total Cubic Ft = 14,024 under Roof Total mm, 2,484 eq. ft. Date Drawn Revisions : Sheet REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH 2. LEFT C:.c.L1. Checked bg: D.R.B. OF 5 Comm # 15-158B impact 0 1 >< U L. I U l< /"_� L_ IN ll�J I= .7 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/ L 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/ 6X4 10/10 WELDED WiRE MESH REINFORCING ON L MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM '45% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. S• 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. L. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATiON FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #I EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A -IL, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 307 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 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 1400 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. 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 2600 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 #g bar vert. at 48" o.c. max. Provide (1) filled cell on each side of openings upp to 8'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to q'-Il" 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 b0, meeting ASTM A-14 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/ Thicken edge to 8'x8" 30" overlap ECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each Pilled cell one 45 bar continuous L"xt" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated Pill FOOTiNG SCHEDULE Mark am Dearytion I 14"W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"111 X 140D 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 ®14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" 12"W X 18"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR L"A" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill Grade OW ap E, I= 14"w x 14"d concrete monolithic footing with (2) #5 bare cont. 14" I) TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6(xL #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i #5 bar cant. 10" (2) #5 bars cont. bottom steel 12" 2 DETAIL AT 4" GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12' x 12' concrete column block filled with concrete ' and (2) 81 bars Vert. tied into lintels above Top of footer IL" below finished floor - EFEIN ,F �n Verify house slab height in field W 1 ij" 30" COLUMN FOOTING DETAIL ff PORCH SLAB EDGE DETAIL wall= 1/7" = i'- #5 bar vert. w/ 30' overlap at each Pilled cell EE TYPICAL SECTIONS Adjust curb heigght based on gar. froor 4' concrete slab with fibermesh OR slope. VxL" #10/10 WWM on 10 mil Visqueen over #5 bar in curb clean compacted termite treated Pill Grade _I I 11% I --III 14"w x 14'd concrete monolithic footing with (2) #5 bars cont. 14" 4" concrete slab with fibermesh OR 411x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cont. 6 30 x30 xlt,concrete column footing with (4) #5 bars each way bar& cant. bottom steel 12" �FlDETAIL AT 9" GARAGE STEPDOWN LE 1/2" = 1'-0 " SCALE 1/2" = 1'-0 " Termite Protection for New COnstructlOn. Soil treatment used for subterranear: 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 L" 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 Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #1. 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. FIII To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column Single Filled Cell Column NTS NTS 12' x 12" concrete column block filled V pL, r' H I I V/ b L. with concrete and 12) #1 bars wart. tied I into lintels above 35'-O" I " 8'-IOY2" I m 10' -0" in —i o ° ° o _i_i_i_i—i_i_i_i " 4 O — — — —— --� T ® ® ®t— — Filled cell underI FI girder above O I FI I 0 4" I ® p Rear Porch Slab to L FI I p I w be poured separately I r I O from House Slab. w ° I N I I 1 's I Thicken footingg to I I 24"w x 14'd x 24"L I O I under Pilled cell o "IIIIIIIIIIIIII o IIIIIIIIIIIII o FI WASHER DRYEoR under �girder bearing. 1 r — FReer (Patio/Slab to J be flust with bottom of slidin door recess. Slope I' ----- le1ir— ¢1oncrete slab with flbermes OR L x6 ��0/10 WWM on b mil Visq en over ;0 2vq cleacompacted termite treat fill to F0Io IIIIIIIIIII�I � I r I I I I I °I I ' I I i o I i Dw i s i ° I I ( 4" ioncrete slab with fibermesh OR P1 I I 0XV VIVAO WWM on L mil Visqueen over cleoi compacted termite treated fill mcRowAVE I NMIA Rat• H.B. ° I Sr CLEAR I orENiNG _-- See detail am this sheet I 1 1 1> 911 I I I Azi I I ° i 1 I I O 11 5-23-18 5-23-18 I I- 6- It F 1 - J © I ° ° , ---- -� - - °° I •� o I - -- --� -, I I o e 150 Amp L/ Panel °I I 4"5pl W °I I to °I IUV L'-4" I 5-23-IB I I- L -- --- — — — ® oQ J ° O O 1.5" Recess for ° ° ° 00 .5" Recess for ° arage Door io arage Lloor 6-23-18 2'-8" 9'-0" 2'-8" L'-4" T-80' 9'-0" 2'-8" later and n either a Now field service k A 0 I r Braden 4 Braden AIA, PA uJanne BuildingCorp.COf Date Drawn : Revisions : Shoat Architects -Planners —R E,4 R 3-2a-la 5-23-18 Garage floor slope and 41'1 S.E. Coconut Avenue j� III �I j'''� C, �J Drawn by: smoke detector revision Tel : (112) 281-8258 THE W I i `t Dy O i ` PORCH C.C.U. Fax : (112) 281-8283 LEFT E-mail: bradenaiaecomcast.net Lakes Checked by: Q+„mp+ e1 aeaaL RAAr-nnnn'a") st Lucie Countg Florida OF 5 Comm # 15-168B impact ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws bas d on ress re for roI stated in permit info box on t of a pans Tor zone 3 Ke Area Ede Field Fastener °X Zone 1 ed ring shank 45 psf Zone 2 6" 8d ringshank It.sf Zone 3 Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or s4rews based on res ure for r of stated in permit info box on these pl�ns or zone Concrete / Lintel Column Verify with Plan Reber L,48 Bar Dia. Min. Overlap to Lintel Provide #5 bars with min. 48 bar diameters overlap into beam. Tic filled cell steel into continuous beam block steel. X�_ Provide #5 bar set in pre -cast ROOF FL A IN Scale : 1/2" = 1'-0" lintel into beam where length or the opening calla for it. - O v h t 1' — O" I t h t d t h h t Provide Cast -Crete 8U8-05/0T precast lintel set in mortar �7 y- Min. S' Searing 12"x 12" lumn Block Rebar le PT Suck ad per jamb into Pilled ci 4' Pre -cast Sill t ' a` er angs a un ass o erwlse no a on is see Roof pitch at +12 unless otherwise noted on this sheet — Truss shop drawings to be provided bg manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. o — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER — Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Poured Filled cell _ Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction N Q Provide #5 bars with min. 48 barA IIW iameters overlap in filled cell. Tie Bled cell steal into continuous rooter steel. Concrete Footing ' (see rooter schedule arena mess) DETAIL AT WINDOW OPENING IN CBS WALL scale: 1/2" - I'-O" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4' bhxduiip to vart, log of tree with IOd x 1.5 nails at 4• si I Simpsom MMOT�indto�mtall um • oe beam and l22) IOd riaib into tress TRUSS BLOCKiNG DETAIL AT GIRDER STRAPPING, Attachment AT CENTER BEARINGPOIN NTS 7/8- thick b textured stucco installed per ASTM C 92L over ASTM D type 2 paper backed BEAM SCHEDULE wire lath nailed to2 substrate through one layer of ASTM D Tgpe 2 felt paper using 8d nails. Substrate to be 19/3Z" CDX Plywood reeled at L o.c. in field and edges with 10d ring shank nails into studs. Mark SIZE and Deserl tlOn Ulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Two rows of beam block filled with concrete and 1 85 bar L ga. 5v crimp metal roofing attached to plgwood deck using u9 x 1.5" B1 Contlnuou6 In sash co row. Hook rIlh Vert. bar over top bar wllh wood screws with self sealing washer at 12" o.c. max spacing over ASTM D 90° band bar a 10° min. la at ! bar. p (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 nails Zed 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 �\ IIIAdditional recast Lintel Lintel Bar Clear "A" e6 bare ` 41 CLEAR Length Length Span Bars Bars 2'-10" 2'-8" 1'-6" 2,1$3 none ----� k ---- All t----'i 3'-0 3'-4" 2'-2" 2,43 none 0F8-OS/IT OPO-Id/IT SFO-1e/2'r dditional 4'-0" 3'-10" 2'-8" 2 #3 none 7 85 bare rArA .= ' `11 4'-L" 4'-4" 3'-2" 2,43 none no Row of 'H" ;'',. Block Above ;';•'. t. 5'-4" 5'-2" 4'-O" 2•#3 none •: '•._ +';-;y a S'-10" 5'-8" 4'-L" 2,#4 none 7,_.:F ,6 Precast LiMal T •, k '•"`:a• ' L'-L" G'-4" 5'-4" 2,44 none i �' Additions 85 bars 1;'-2" 2,#5 none AIL-IS/IT 8FK-ID/2T 8'-4" T-10" T-O" 2#5 none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required a as. end=8" ALL reinforcing steel is grade 40. 3. standard for reinf. steel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Nark unit Bra I ga t-Craal Row 6 or • Ab tck 8 8� To g� l (PI Lead (PLP) ateral La fPLP) L22 T-2' V-0 OPO-OILM I 86 3069 549 1024 L31 -L' f—I �Y 4'-0- OPS-OBAT I O6 25LI ISL$ 1L3 L45 41-6' 5'-10- OPa-06/IT I #6 1105 90"I 839 LSO 5'-O- L'-V OPa-oD/IT I O6 1230 030 12I LLo L'-s• 1'-L• OPO-O!1/IT — I 85 Ion 121 534 L80 B'-O' 9'-4' SFS-I8/1T I 06 1 06 162 691 512 L90 9'-O' 10'-L' 8P0-ls/2T 1 85 2 86 643 6SO 401 L905 Y-O' 10'-L' eP1L-res/2T ONE 1 05 2 #6 Ins no 401 LI00 IW-O' n'-4' 8F8-110/11' 1 $6 2 #6 682 494 452 LIOOis MY-O" 1 Ir-4- OPIL-18/11' ONE I 1 86 1 1 86 is" 1010 452 LI20 12 -O' 13'-4' 0P0-Id/1T I 85 2 O6 411 4ZS 314 LIZOEI 17'-O' 13'-4' SPIL-nS/1T ONE I 86 2 86 1015 110 314 LHO 14'-O' 15'-4' OFIL-nS/1T ONE I 05 1 05 1260 L09 2S9 LIAO IL'-O' I'I OF8-Ie/2T 1 85 2 85 300 192 F14 LILOd IL'-0' III vit.-res/2T ONE I 86 1 9S0 600 n4 - 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 LOAF REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurncans anchor at/I truss with (101 IOd z 11/ nails - ( 24' o.c.) wpporting Max. 1810lbs. upldt Aluminum Drip _ Edge t Fascia 12" 2' x6" Kaycan full o vent vinypl soffit metalled wwm 1/8' dm shank x 1.5' long gelv. roofI nails with 3/8' dia. head per prodsct approval - we chart sheet al 12' x 12' concrete column block filled with concrete and (2) 81 bars vert. tier —III — Into lintel* above thicken edge to Saxe' with concrete and one #5 bar continuous BEYOND Top of tooter IL" below finished floor 12 4 Into Aluminum Drip Edge it Fascia Flash and Counter Plash Nail ledger to gable end truss with (2) IOd da at each web tratien aft 3/4' penetration members 5/8' thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled call Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan - Slope per foundation plan I;� I I I I I I I I=1 I I IL77 i:, I11 1�_ii►IIIII11 III Ica Wood Base Brace Gable end with 2' x 4' SYP #2 aft back nailed to bottom of top chords using (2) IOd nails at each truss RE-ENGINEERIED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses -1/2' di gwall with smooth finish Two rows of beam block filled with concrete _and (U #5 bar cunt. in each row. Substitute precast lintel Pilled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" drywall over I" x furring strips at IL" c.c. with R4.1 Fi-foil -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 Tgpe 'M" only proportioned er FBC RLOI.I and Mortar joints shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). 0 Max. spacing shall not exceed 1 48' unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with Pibermesh OR L'xL" #10/10 WWM on 6 ell Visqueen over / clean compacted termite treated fill Porch Scale 1/2" = 1'-0" r4 H W n W Provide downspout, Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia. threaded rod with min 12" beam embedment hurricane anchor at each truss into (22) either wet set A m IOd nods into truss Add leg detail epoxy with blocking to this 24" o.c.) supporting Max. ETA 20 truss per on sheet \ s. uplift y ss� sv�ll _ I 1W VAN VAA I FA ED AVA WA I FAAWA 0, A ff FAA 111 For a WE WA VArM 219WAA ANA ilI OVAVAN 0 FAA - SRO .. EVIV I ,II IF THETA 20 META 20 Provide for gutter Simpson HETA 20 hurricane anchor at each truss Provide dwnspout ( 24" o.c.) supporting Max. 1810 lbs. uplift N Q W a m � X � 4 a+ r O� N m 1° f-a tV a =-C a ui Esc^n F- 010 ti a o0 ` 4 3 t PANEL "A„ Pales BR Load Wre Description awes circa Description Wire Load BR Poles 2 40 '1.0 ka sa A/C comp 1 2 AHU sl0 3.5 Ws 30 2 3 4 2 30 4.5 Ito sio 40 gal. after HTR 5 L Range ei 12.0 km 60 2 a I 120 1 1.8 Its#12 Pump 4 10 Draw a10 6.0 kw 30 2 11 12 1 20 1.5 ke 812 13 14 Dishwasher 012 1.2 ke 20 1 1 20 1.5 ke 812 Micromave ,5 16 Refrigerator a12 1.2 kw 20 1 1 20 1.9 kw s12 Kitchen S.A.C. 11 Is Recepts #I2 -` 20 1 1 20 1.5 Ito e12 1 Kitchen S.A.C. I'l 20 Recepts s12 20 1 I 120 1 1.2 Its s12 Clothes Washer 21 22 Recepts s@ 20 1 1 20 0.91 ka a12 Garage Door Opener 23 24 Recapts 812 20 1 1 20 1.4 kw ell 25 24 Recepts all -- 20 I 1 20 1.92 kw u12 21 2g Recepts $12 -" 20 1 I 16 314 General Lighting 29 30 Recepts $12 20 1 - 1 15 e14 1 General Lighting 31 32 Recepts a12 -" 20 1 - I IS s14 General Lighting 33 34 Exterior GFCI $12 20 1 I 16 a14 General Lighting 35 36 Bathroom GFI 812 20 1 1 20 e12 Smoke Detectors 31 3a General Lightng s14 16 I I 20 s12 Bathroom GFl 39 40 General Lighting 814 -' IS I spare 41 42 s are PANEL •A• LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) Cseneral Lighting (3 watts eg; Pt.) . Small, Appliance. Circuit(s) ,,, , , , , , , , , , , , , , ,, , , , , ,,,,,,,,,, Range _ ...... . , Refrigerator. . .. ................................................. Microwave ........................... ........ Dish Washer ........................... . . . .... . . . . . . . . . .................................... Clothep„Washer,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, Clothes„Drger................................................ Water, Heater ..................................... .......... Water, Pump ................................................... Caarage,Door,Opener,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,, 1135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1200 I 00 1 1,500 1.500 I 1,200 1,200 1 1,200 11200 1 5,000 5 OOO 1 .4400 4 500 I 1800 1800 1 810 810 Total Watts 31,416 First 10000 Watts 0100% 1 10,000 10,000 Remainder 21,415 940% 1 O 10,9i6 Electric Heat or A/C 10,000 945% 1 10,000 10,000 Calculated Load Watts 30,919i Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required 150 Amps Electrical S mbol Legend S Single Pde Switch ® Recessed Can Light Double Pole Butch Elloball Recessed PIS Push Button Butch Exhaust Fan -e Deplax Outlet Calling Mounted Light -0 Special Receptade 0- Wag Mounted Light WaLerprod, prwad fault iriterrup Light with Pull Chaco (attic) ® Floor Duplex Outlet a Computer Connection Jack ® Carbon Menowdle Detector 4& Flood Li T Thermostat m Electrical Panel ® Central Val: 8 Eectrlcal Meter © Backe Detector Calling ran ® Television Jack © Telephone Jack A DISC A/C Dneoringet ® I x 4 Florescent Light x 4 Floreacelrit Li t ® Speaker Hook -Up i❑ Intercom to = JUNCTION BOX TO SUPPORT A FAN O so THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: A/C dint. ISO P s�/O Aheainu feed 4� I /S Coridwit PANEL PORCH 141 CFM IOxiOXI 141 CFM IOxIOx'1 GREAT 141 CFM ]OXIOxl I2xIB2xIO r-a 12• 16� 124 CFM IOx1Oxi [MASTER BEDROOM r�124 CFM IOx1Oxi 9 CFM LOSE PORCH WP GFCI MASTER BEDROOM r -IW I -- I I I I � GREAt ROOM I � LOSET I \ or8i0x4 Vent thru I \` - - -- I o WASHER ❑RYER \ MASER DRYER I \ \ LAUNDRY T DINING I �`� .0 ~ LAUNDRY \l ROOM IL GFM / I I 1 ,p1 ;; ax4x4 � I I I I/�I t /� I I� `4 AM04u I12xL 1M I I" Ck SECOND I 124 CFM I IOAOxi BEDROOM KItCHEN)r2 3 TONBEE MANUAL + w 'J' end EnergO Calculation se" cELP. L - - - OPaNMG'0, war urrt into W.H. 12W2x8 44�� $e detail Bnaliaru sheet t4 THIRD 915RZ BEDROOM r---;-Atttie x5110 IIO�aLdFM I. use copper wire onlg, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical N TE service and provider. 4. ALL paddle fans shall be on a rheostat. A14U 5. ALL bath and kitchen receptacles to be GFI protected. 2• PVC l FPL 6. ALL exterior outlets to be WP/GFI protected. Z. Recessed cans to be installed per NFPA requirements. 8, AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. r r9d service FPL t° `°"t �°' in slab B sea we9. A/C Return Air Balance Must comply w/ FBC RMIL02 10. A/C Refri Brant lines that are run thru slabs must be sleeved in AVC ELECTRICAL RISER 11, 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. tits 13. contractor, the completed s stem shall be fulls operative. for -Pees, - Contractor shall torque lugs I.A.W. Contractor shall pay all permits, tee ing, and manufacturers recommendations which be verified to inspections including blower testing where required. shall prior construction 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. g g p 19. The electrical a stem shall be Coco letel and effectivel bg latest 15. All required insurance shall be provided for protection grounded as required the 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. 14. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two gears from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancg, or one ordering. The contractor shall provide circuit routings to gear 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 ang 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 plans to show every minor detail of construction. The contractor shall furnish and install 23. All raceways and pipes placed in or through ang 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. Dryer Vents to be installed per FBC RM1502 and telephone comoanu. GARAGE r-----------------� 1 I I I I I I I 150 Amp Panel GOLF -CART GARAGE MECHANICAL LAYOUT - THERMOSTAT LOCATION SCALE: 1/4" = I' Braden E Braden AIA, Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax (112) 281-8283 E-mail: bradenaiaecomcast.net WP GFCI Install oulet under disc. not shown for claritg Wire For14 Front Post Light \I I �IT HERai ItTa I 1 II \ meRRN%Vx "NON -VENT REF. Sr CLEAR L �II� - O _ OPE4; Steel Ballard we detail on this sheet 'C\� r 2Z• Attie Awe"'s- T101 $ / I OPTIONAL PANEL LOCATION / I6" n U1W I I+1 SECOND 1 `BEDROOM 1 1\ GARAGE / L GFcdb GFCI F \ \ Is \ 1 ISO Amp GFCI �,./ a\ GFCI Panel r-------- a-------i \ r�--------i Garage Garage j 1 Door 1 av , Door , Opener , \ a , Opener , CAR \\GOLF I C,rtARAGE T I 1 I I GFCI I I to garage ightr GFCI I 1 -� 1 I U1nne Building Corp. THE WINDSOR S anish Lakes S�. Lucie Countg Florida WP GFCI - ELECTRICAL FLAN aPast can Light attfi SCALE: 1/4" = ii-O'i Center Post Light between drivewegs MODEL: REAR PORCH LEFT Attic Ventinci Calculations Total Attic Space = 2101 s . ft. Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit ,ate Drawn : Revisions 12-4-11 5-23-IS Garage floor slope and Drawn by: smoke detector revision C.C.U. Checked bg: D.R.B. Sheet �-1 OF 5 Comm # 15-158 I =LI E SAFETY WARNING This syrnf->o' identifies Life Safety Warnings that should be read !liven special attention by all persons installing trusses. L SPAGING NOTE 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 IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER ?HAN 30' BY THE PEAK. CONSULT BCSI 30' Span or less &I 30' to 60' Span dHgrees Sprearier Bar tch ...r. way. hug �_ Approx 2/3 to Lme 1/2 of Span REFER TO BCSI iss must be set this way if crane used. This is an example, truss may not match. Insist crone operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at Indicated height before trusses A are installed. A NOTE 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. Carrying Girder Nails must be as shown. Guide tabs o Dome angle nails. Truss SEAT PLATES BY CHAMBERS i CORNER DETAIL ` —inNG5 v0, ,.,,. raarznv 12 o0 2 00 ' 8„J upset=l/4" heel=3 15/16" PLUMB CUT END 2 x 4 lop Chord WALL HEIGHT 6' END DETAIL: TYPICAL VAULT upset=11/4" hee1=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL TF'.USSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR THAT MODEL. _ ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH oziu A Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers pI " C�15'-3 Y 19'-9' I 19' 9' �. 15' �• l INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8%64 ABOVE FINISHED FI OOR PORCH RIGHT I l ^ I I I — �I ��_` ��—�� v 14'd• V-4 I 14'-4" i' CLOUZSED AREAS ARE 0F v / SPECIAL CONCERN & MUST BE ; 10, CHECKED LEFT CHECKED CAREFULLY &MAY l t INDICATE DEVIATION FROM PLANS FT;hm.,*. ABRICATION AGREEMENT all tlon NNOTa r pop„�D,eKiNeo s p tmm WIN �°°��tw01 111�olRyaa.eelro-,0.w,00,ply,lyprbyDK nono.�ww�a�bdelivif they two ad pu'a°"b"'°'mdmhnw such won llibp& M fin.' q illis TTnw aW it y Try a. In a.., ekd -i __ N F eeNCYaess, at ChawAm= "�n m wNrh _Th�YakN. 0 Dsr IAN krrerptons rtrl, bsdr= bywo iamaas oROEx to tglrMsa, Tnps of rr aen speed 4 ar r t dellivally we yr Minot an r ■Ofkhriated tlseee. ededitinsin The iedret0lied epap b wy 0hrab� els T sae le"n'we�ddedYkr wme�notatleblA"o'my�hmWs.1-taxy.r a blade ireTnsptl"'t "al MbaiOe7mehretl, n iltis lstbn a eodaeip seta for rib msblpl tla tdrarrlly puranbee VsYmellt Mien due of ■t: PMneM tar "W-M be made by th b tM event of my Irpypn M cede Caegb wi III Pallpar'an qN that � th all -ad wsr�lor ede ! _FarCeiubllctlon� UeYc p Md ^!A°^�� oddMllos on ,�--•— �..+. � oPasrasytsy3dtsrrlpe� PIY frrusss must be tastened toyay>m p°r °n9 befte OW are se( failure to do so can rslrul#bl rI coUnpi I Ts " � , W!� am MWdred and can sm life and In ft poMMMly of the buss sector. Study the con 1 of the don Included on dd nity bskma... mn.ee.a.tar,d braodpI&ybPwmtkftadimUL Truss tnust be sit plumb and sgwrs Do rrotseY bunks or stack of plyrwod, rootbrp tnatntal or any "'iN:1er t�IflCanbabd kNub on trusses, #file can puss colltpq" DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED VM TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort'Plerce; Florida 34g8?."n 800-01.5932 Fort PNres m-�86.2012 Fax - - Vero L3ssch 772-�86 8T11 7TZ-688,Z01Y _" Arcta�a#t ►r-� aY... n"wsepCp o/`� ec s re �I �Prjrgentative's "double check-, al is NOT a the con of Pi the contractor. tractor shall remain responsible for checking field meas other construction, urements and OPpotect's criteria. Archi review of truss truss covers general roof shape, structure from 9rastraPPin9I and loading on it their re dY and uplift loatls and ive I catio s. Approved By; Date: 92.0/93.2 MI7EK 4.2 6raden & Braden A.I.A. P.A. DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY ' ---- Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 00 Top Chord Live 20 ,� Top Chord Dead 7 4.2 a, c Bottom Chord Live 10 Non-Concument tt� Bottom Chord Dead 10 3 E I TOTAL Load 37 7.2 w a Duration Factor 1.25 ,10 Wind mI nd Speed 165mph cc 10 Top Chord C.B. Sheeting by builder. `0 1p Bottom Chord C.B. Sheeting by builder. n Highest Mean Height 15'-0e U Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 W H Q 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Chambers Truss Inc. Drawing Name: M11M Scale: 1 /4 = 1' 82 total trusses,15 different trusses. MI 4: RLC ACAD: RLC Reviewed By. Date:10/07/15 Revised:0=1/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11392 �5 � �7 a