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HomeMy WebLinkAboutBuilding PlansGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 wood- 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 21 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and G" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank maim s aced 6 o.c. at all laps and two eta gered rows 12" o.c. in field. Attach Finish Columns with /8" thick cut coral nlshed stucco bands 5/8" thick x 8"w cut coral finished stucco bands 12 4 1 SLOPE 5/8" thick x 8"w cut coral finished stucco bands LEFT ELEVATION SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" d wooscrews 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows 12" o.c. in field. Attach eck to trusses using attachment detail on this sheet � M RIC.z�-IT ELEVATION 12 SLOPE 4 5/8" thick x 8"w cut coral finished stucco bands 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION 12 .SLOPE 4 SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpe 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 OR 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" COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 14 2„ 2„ 2, PER P p. H. EGRESS44- ®® 3 C10 ❑❑ ®®®®® I.- Mr7lm 5/8" thick light textured stucco on typical concrete 5/8" thick x 8"w cut 2'-2" block construction coral finished stucco bands FRONT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method JEST E rspiration Date Design Pressure of Approved Tests 1.2.3 t4 FL# 239.9 Single Hun g g SH-I TOOA I act PGT 511V I/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. edge distances specified in Product approval + L5.0/-80.0 PS A I6-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width I6'-O" max height DAB nat s al "vort. ums Cluck/s' . L k�NLc b Md ..nchw, a""t C oe h �'i}��C�irti'"'i�iet idPt"k:.a'�$w°:.'. m'.�"«�°�dr:o4:�.°e"an.s adz dmtaice - 6e to atneeIs Whom to produce approve nut oa ran idler 10-9-21 + 50.0/-60.0 oaf B FL# ILL-14.1 Fiberglass Des nPro/ smooth Pro Jeld-Wen Elco 1/4" dia. tapcon with min 1.25' embedment at 3" max from corners and 11.5' o.c. max. thereafter in head and jambs. + 50.0 PSF C FL# 251.4 Sliding Glass Door Series 110 SGD PGT 1" nom Type "G5A" 1/4" dia. tapcons w/ min. 1 3/4' penetration to be spaced per product approval. Contractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 40.0 PSF _ Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Ezpuation Date Design Pressure of Approved Tests MullionsInstall FLU 241.1 1" x 2 3/4" x .315' PGT per fastener type and spacings shown in Table IA and IB in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# 11651.12 5V Crimp Metal RoofingGulf Coast Supply and manufacturing 26 ga. 5v crimp metal roofing attached to plgwood deck using 49 x 1.5" mood wrows with self waling washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ib felt underlayment installed with min. 4 side laps and 6" and laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails spaced 6 o.c. at all laps and two stapgarad rows 12' o.c. in field. Attach lack to trusses using attachment detail on root plan - 108.5 PSF Siding Stucco on Block Soffit FLU 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2' x 2" battens at V o.c, screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit tc battens using 0.12" dia. x 1.5" Iona rino shank nails with S/8" dra. +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 2" x 4" top plate 1/2" drywall ceding on truss bottom cord 1/2" drywall on 2" x 4" studs at 14" o.c. base -board -1 11 11 / 2 x 4" P-T. bottom plate \ 4" concrete slab with fibermash OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Braden t Braden All A, FA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenalagcomcast.net Stuart. FL 34996 #AACOO0032 Wynne Building Corp. THE. ROYAL Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" 2 ion ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING DCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE PERMITTING INFORMATION (FORM 100) Florida Building Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Velocity: IL5 mph ultimate Mean Roof Height: '- " Roof Pitch: 4.12 Internal Pressure Coefficient: to -IS Subjectabilitg to damage from: Weathering: Negligible Termites: Verg Heavy Width of Roof End Zone: 3'-4" Wind Speed: I45 mph ultimate Wind Exposure Classification: C 1.21 x O.L Adjustment factor for Exposure Height: 0.126 ASO design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+0.6WL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.6 pat Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.L/-84.0 pat Components III Cladding Wall End Zone Width: V-4" Components t Cladding Wind Pressure (NET) Wal one: 4.+35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 pat Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3 pat Shear Walls Considered for Structure? Yes Continuous Load Path Provlded7 es Are Components an Cladding Det� Provided? Yes Minimum Soil Bearing Pressure: 2.5j2o psi. Presumptive: X By Test: psi SEE PRODUCT APPROYAL POR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 3-1 pet ROOF DEAD LOAD. 10 pat FLOOR LIVE LOAD: -15 oaf FLOOR DEAD LOAD: 10 pet 0 = Roof Zone I Walls Zone 4 GM = Roof Zone 2 Walls Zone 5 END ZONE Corner Zones Roof Zone 3 JOB AQQRES3: MODEL: Date Drawn Revisions WFf Sheet Comm tt GARAGE raven b : RIGHT Drawn by: �'12_�®I C.C.U. EV EWI B Checked by: 00DE COMPLIANCE D.R.B. `%T 1 UiCIE COUNTY OF 5 FLOOR FLAN TYPICAL DOTES: SCALE 1/4° = r-o" CRASH POST DETAIL N.T.S. I. Contractor to verify ALL notes and dimensions prior to 39" high by 4" diameter proceeding with Work. steel crash post. Floor p g Flange with 4 - 3/8" 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksl steel plate) a minimum IAOO P.S.I. fiber stress. 6" 4. No dissimilar metals to touch. 2i/2" 2,2" 5. ALL Concrete used for slabs shall be min. 2,500 PSi concrete. '/2" ALL Concrete used for vertical filled cells, coat. tie beams etc.. to ° shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix "' ,3,e„ ° 2'y° 6. Drywall at ceilings shall be leveled and attached to bottom chord AREA CALCULATIONS Living A/C = 1120 sq. ft. Back Porch Total = 210 sq. ft. Garage = 311 sq. ft. Entry = 28 sq. ft. Total Under Roof= 2215 sq. ft. Total Cubic Ft = 13,%0 2' VTR I 2„ of trusses with screws per FBC R�02.3.5. p 2y2" Attach buck to block wall with MASTER 2" 1/4' dia. Elco BATH I 7. ALL wood in contact with concrete shall be pressure treated. a ° conc screws with min. 1 1/4" penetration at 12' o.c. max LAV-1 I 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. " and and 4" max from each corner thru 2" x V PT Buck 2" L4V-I I face 9. ALL plumbing fixtures to be low flow. ae wall 2" 10. Contractor to Provide Drain at water heater in accordance arias 2" w"-' with the current edition of the Florida Plumbing Code. wo-i " 11. Contractor t0 Provide a 2'-8" wide door at one bathroom for #e Woad screws thru lamb into buck LAUNDRY 2 handicap accessibility requirements. at each hinge end 1u amb max and Detail at Door prior to door attachment 3" eT-1 12. �,° Lowest finished Floor to be set bg Governing Building Department 4" h" NTS 2' VTR4L 2' AAV I 13. surveyor t0 Set in field. Separation between residence and garage shall be per FBC R302.6 I 2' s 1 KTICHEN INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND 14. Door between garage and residence Shall be I-3/4 t 20 min. rated door SiLL BLOCK PRIOR TO BUCK INSTALLATION LAV-1 2" 3" w.H. = Water Heater Install windows thru buck into block with 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. BATH #2 we-1 3 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 Der FBC R302.9.1 p p from each corner and 20." o.c. max her at jamb* thereafterand 20' o.c. max. 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race ead and 11 All exosed attic insulation materials installed on attic floors shall have a critical radiant or wall -� i Bock to be I" x 4' PT BT, 3" co flux note 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. R316 - see permit info box of code edition 18. Gpsum board material shall conform to ASTM C36, C-19, C415, C514, C630, C931 C460, C1002, C1041,C11II, C11-18, C1218, C1395, or C1396 and shall be installed according to the following: (FBC R-102.3.5) Masonry 1" x 6" P.T. Buck nailed to / block with case hardened nails prior to door attachment;. Drywall Thickness Location Orientation Framing Member Max. s acin fasteners Ned sizing options for Spacing of Installation of drywall Into Maximum wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" i" 12" 13ga 1 3/8" lloong with 19/44" head O 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail 0.080" di OR 15/8'° long with walla Esther IL" a" 1L" Direction 15/L4" head OR Ggpsum board nail 0.084" dia. x 15/8' with 9/32" head. Ceiling Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail R Walls Either IG" all IL" 0.092" dia. x1 1/8" long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x I �/8" with 19/64" head. To Septic I"x4" P.T. Buck nailed to PLUMBING RISER block with case hardened nails Detail at Window S prior to window attachment U111 NTS Install SGD thru buck into block with 3/I4" tap -con with 1 1/2' penetration at L" o.c. max. /from each corner and 20." o.c. max thereafter at head per product approval Use 3/I4" tap -con with 1 1/2" penetration at L" o.c. max. thereafter at nsill pedr p duet approval I" x L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A1O8.6, r, Masonrg Wall __ -'- A108.1, A118.1, A118.3, A136.1 and A13�1.1 ;:�:�:::.:-::�; 1 ,/2-� - 20. Cement, fiber -cement or glass mat g psum backers in accordance with .ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall "`bottom'`Treck Typical Flooring be used as backer for the wall tile in tub areas and wall panels in shower areas. Sill Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/IL" tap -con with `� p p 1 1/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics S I i d I n g D OOr D G t a i I from each corner and 20." o.c. max shall have a flame spread index not to exceed 25 with an accompanyin smoke thereafter at Jambs per product approval Jamb developed index not to exceed 450 when tested in accordance With ASTM E 84. At Masonry Wall NTS Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga_ 5v crimp metal roofing attached to plgwood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlagment installed with min. 4 side laps and L" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in Field_ Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES 4 ( 24' o.c.) supporting Max at 24"o.c. TYPICAL 18101bs. uplift (shop drawings bg manufacturer) Aluminum Drip - �'� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cunt. in each row. Substitute Kaycan full o vent vmsi soffit installed using I/8° dia shank x 1.5' long precast lintel Filled with concrete and (1) #5 bar cont. for bottom row over openings gale. roof, nails with 3/8" dia. head per product approval - ace chart sheet #I furring 1/2" drywall over I" x furring strips at IL" o.c. with R4.1 Insulation on tgpical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete Tand shall meet all pertaining ASTM codes, "M" block construction m Mortar to be Tgpe only proportioned per FBC RLOl.I and Mortar Jonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) #5 bar Vert. w! 30" overlap FIII cell with concrete and at each filled cell (I) #5 bar Vert. (tgpical). Max. spacing shall not exceed Wood 48' unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with ribermesh OR VxL" #10/10 WWM on L mil Visqueen over clean compacted termite treated fill if ..•�: Grade _- -III I i I i IIII IIII- 14% x 18"d Concrete footing with (2) #5 bars cont. and #5 14" transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" Window Schedule Mark Size Rough O en. window Descrilption PRESSURE ZONE 1. 4'-Sis"x S'-3%8' 54ka'x L3%;' Single Hung ZONE 4 2. V-2316"x 5'-3 %" 15' x L3 %' Single Hung ZONE 4 3, 2'-2" x 3'-2%2" 21Y2"x 38%" Single Hung ZONE 4 3'-1" x 5'-3%a' 38" x L3'/4" Single Hung ZONE 4 S. 4'-5%s"x 4'-2%a' 54Y8'x 54Ya' 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 manufacturers specs prior to construction Door Schedule Mark Size Rough O enin Door Description PRESSURE ZONE A 9'-0" X 1'-0" 108' x 84" Overhead Garage Door ZONE 4 B V-O' X V-8" 41"%4" x 83V Fiberglass Panel - Inswing ZONE 4 C L'-O" X L'-8" 14" x 81 %;' a°„"°°`„`°" Sliding Glass Door ZONE 4 D 2'-O" X C-8" Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" E X-0 X C-8" Solid Core - Wood - L-Panel F 5'-0" X V-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 Solid Core Wood, Steel, or Masonite Door H X-8" X C-8" Solid Core - Wood - L-Panel J 2'-L" X C-8" Solid Core - Wood - L-Panel - Br -Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #I All rough opening dimensions to be verified bg contractor with manufacturers specs prior to construction Braden t Braden AIA, FA Architects - Planners 411 S.E. Coconut Avenue Tel : (712) 281-8258 Fax : (1l2) 281-8283 E-mail: bradenaia®comcast.net Stuart. FL 34996 #AAC000032 21'-0" 14'-O" Opt. PATiO/SLAB 3'-W-2" O r 3' ° ° 00 00 O J EGRESS 12" x 12" Concrete column O block filled with concrete and (2) #1 bars Vert. tied Into O lintels above PORCH MASTER WIRE LATH t STUCCO CEILING ' BEDROOM z4 © 8'-O" A.F.F. Flat Cedingif P - 0� 0 I I I 1 10 1 1 1 1 1. ]EI I [.1lu O T 1 4" 12'-8" p in 8'-0" to 9'18" A.F.F. Vaulted Ceiling Vanitg to be 34 y2 ° high 1 I® 0 20 r 8" ° I Rod t Shelf r GREAT 1 \/ 40_4„ L,_o„ ROOM N �i N `� I I� „ 1 1 2" x L" knee -walla below counter top N I L O Cj Irr r �I LINEN I 'ad t Shelf O EINET © DINING 1 �e�`o� /� \ow 1 r ROOM a -0" to 9'-8" A.F.F. 141" HIGH WALL Vaulted Ceding 1 a I = 0 1 1 8'-0" A.F.F. Ii ° :r 1-1/2" OVE HANG I Flat Ceiling <IfiCHEN° r - ® o Upper cabinets to N extend over Ref. THIRD NON -VENT BEDROOM o 3F O1 _ _ OP NING N 8'-0" A.F.F. W= Flat Ceiling sf O w N; - w.H 22" x s4• 1 i 11 Attic Access R-p Batt. Incicuan O" 4„ 30" 4°° 3'-4" Ill ;y m with light I p / 1 J JF_m I Provide 4" Steel Ballard closer auto J J 411 See detail on this sheet J uble Linen Double ® ISO Amp Ha rn Hanging P inel B H 22" ` H.B. '-2 II ' GARAGE vanit o t I I '° o 4 y2"h h 8'-4" A.F.F.OLO Flat Ceding N ° Ln )� o t ° _ry HangingonWfi� (-----------------i I Block wall in ° r ° 0 MT I garage to be struck block O III• I i NF�10=rvrni J O MEGRE 55 I I I a SECOND ry13EDROOM 8'-0" A.F.F. Flat Ceding EGRESS O 2'-2" 9'-C 21-2„ 2"-81, 2'-8" 3`-L" 91 O311, 4" 13'-10" 5'-4" 35'-O" UJynne Budding Corp. MODEL: Date Drawn : Revisions 3-27-20 GARAGE THE ROYADrawn by: �- C.C.U. REVIEWED FOR Spanish Lakes Checked bg: St. Lucie County Florida p R g CODE COMPLIANCE.. " BOCC O T N A/C 41 T o- Sheet 2. OF 5 W J I r\ LA l I L01 I\ th L_ I X l./ I I_— %-) : 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 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 #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, 6. A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 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 1600 PSi 15• ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. 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 for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48" o.c. max. Provide (1) filled cell on each side of Openings upp to 5'-11" Wide. Provide (2) filled cells on each side of openings from 6`—O" to q'—II" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A—I6 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 It concrete protection at beams for ALL reinforcing bars. 95 bar vertoverlap w/ 30" overlap Fill cell with concrete and I. (1) #5 bar vert. (typical). Thicken edge to 8"x8" t SCALE: 1/4" = 1'-0" FOOTING SCHEDULE Mark Size Description I 14`"W x 18'"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12""W X 120D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 0 30" x 30" x 16"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 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" a eac I e c Max. spacing shall not exceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"xb" 410/10 WWM on IO mil Visqueen over Base see foundation plan notes for clean compacted termite treated fill spacing at openings GRADE 4" concrete slab with fibermesh OR CxV #10/10 WWM on 6 mil Visqueen over — clean compacted termite treated fill in —_ Grade 9 -IIII_ fall IIIIII I j I I l) IIII I'i [1-1-1 14% x 18"d Concrete footing I I iwith (2) #5 bars cont. and #5 transverse bars at 48" o.c. TYPICAL FOOTING DETAIL _/ SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR CxC 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill U5 bar cont. Step per foundation plan Grade ra e iv :... 3 h 3" (2) #5 bars cont. bottom steel j- ;,)/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12" x IT concrete column block filled with concrete and (2) #1 bars wart. tied into lintels above Top of footer 14" below finished floor 12" C 30" OLUMN FOOTING DETAIL Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. SLAB EDGE DETAIL SCALE 1/2" = 1'-0" #5 bar vert. w/ 30" overlap at each filled cell #5 bar cont. in curb Fill cell with concrete and (l) #5 bar vert. (typical). Filled Cell Masonry Column With One Curb height Max. spacing shall not exceed 48. unless otherwise noted #5 From Footle To Tie Beam g Verifg based on Wood see foundation plan notes For Cone. Fill To Be 3000 PSI foundation plan �C°i Base spacing at openings OR See Floor Plan For Location 6"xG ul0/10 lUWM on 6 mil Visqueen over :s clean compacted termite treated fill �IIIIII IIIIIIII�II�II�II=1 • I I—IIII— Single 1=111ed Cell COlumn __ I 1011 I I I IIII III— NTS —1 —I —111 -14"w x 18"d Concrete footing =IIII—III III—IIII— with (2) 95 bars cunt. and #5 3' 11 transverse bars at 48" o.c. Filled Cell Masonry Column With One nfs 14" #5 From Footing To Beam Each. GARAGE CURB DETAIL Conic. Fill To Be 3000 PSI SCALE 1/2" = 1'-0" See Floor Plan For Location 2" x (" PT wood secured with 1/2"dra. x 0 expansion anchors with 2" sq. washer 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 PERMIT INFO SOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. E Q) Contractor to pr 0) proper foundation for proper steel n 30" min. H.B. 2r-o° I — — — — — — I — 10'-6" 10'-0" 41 12" x 12" Concrete column Op t. PATiO/SLA block filled with concrete and (2) #1 bars vert. tied Into lintels above 7 — — — — rn 14'-O" ° l� J 2JUI 1 ifilLni_�_1_i_Li_i_�_i_ IUIlJ1 I Il J T D Q I I Filled cell under girder above Rear Porch Slab to I 4" Fi I� be poured separately O from House Slab. L 1 � I I 17:c' Thicken footingto 1 2,4 w x 14"d x 24"L r---- ----- e FI Rear Patio/Slab to I be flush with bottom of sliding door recess. _a Slope I" II—i II—i i l I —i �I I �I I I 0 under filled cell under girder bearing. J FI I I I I I I I 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I FI l I I I f_ I I I ° °I I °I I° I FI I I FI I I I °i ° 4'-Orr I I A/C o �",-4"0 Steel Ballard I - - I ¢? Q I See detail on this sheet I ° I I I 4" concrete slab with fibermesh OR 16"x6" #10/10 WWM on 6 mil Visqueen over I , clean compacted termite treated f)OII I ° I o FI I i C4Lu I I II o 5 I N I I o in I Recess for I d) ° L_ — — — Garage Door— Oo o °❑❑° Oo Oo 0 0 I FI I I I I I °I I° I I ° Double Filled Cell Column Corner Steel Lap NTS nits Braden IIII Braden AIA, FA WQnne Building Corp. Architects - Planners 411 S.E. Coconut Avenue T H E R O Y A L- E Tel : (112) 281-8258 Fax : (112) 281-8283 Lakes �9B E-mail: bradenaia8comca5t.net Spanish Stuart. FL 34996 #AAC000032 St. Lucie County Florida 00 V O I N 0 in 0 O r -2" 9'-6"' 2'-2" 2'-8" 2'-e" 3'-6" 13'-10" 5'-4" 35'-0" MODEL: Date Drawn Revisions Sheet 3-21-20 Comm # GARAGE Drawn bg: RIGHT REVIEWED FOR CD I 12—j(�I hocked CODE COMPLIANCE B Re33by' ST. L.UCIE COUNT OF 5 ROOF SHEETING ATTACHMENT DETAIL 2. Minimum Screw Size = go x 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 KegArea Ede Field Fastener Pressure Zone I 6" 6" 8d ring shank 'is psf Zone 2 4" 6" 8d ring shank 76 psf Zone 3 4" Is Bid ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 Concrete / Lintel Verifg with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Cast -Crete — 7 " SUB-OB/OT precast lintel sot in mortar Min. 8" Bearing 12"x 12" dumn Block �#7 Rebar R O C f FLAN Scale : 1/2" = 1'-0" Provide #5 bar set in pre -cast lintel into beam where length of the opening calla for it. — Overhan S at 1i-0ii unless Otherwise noted On this Sheet Dvide PT Buck .ached per jamb ails into filled c, 4" Pre -cast Still — Roof pitch at 4:12 unless otherwise noted on this sheet — Truss shop drawings to be provided by manufacturer — Any changes to this plan shall be submitted to the architect for approval in writing prior to starting construction. 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 Trusses at 24" o.c. see shop drawings by others Provide #5 bars with min. 48 bar diameters overlap in filled cell. lie 7ftiled cell steel into continuous Tooter steel. :.` Concrete Footing _ -1, "'• 4" ; �- (see foster schedule for exact sizes DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = I'-o" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4' blocking to Vert. leg of truss with IOd x I.5 nails at 4' o.c. d Install Simpson MGT into mall using 12' r+ S/8" dia. threaded rod set min. \ into wet beam and (22) IOd nails into truss DETAIL Rebar 1.48 Bar Dia. TRUSS BLOCKING Min. Overlap :'+' AT GIRDER STRAPPING Column to Llntel Attachment AT CENTER BEARING POINT NTS 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of ASTM D T ar 2 felt paper using Bid nails. Substrate to be 19/32 CDX Plgwood nailed at 6" o_c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 d 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x 1.5" woo 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 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 Additional Precast Lintel 11131 n " #5 hers Lintel Bar Clear A CLEAR Length Length Span Bars Bars •.'.itpi , , , , 2'-10" 2'-8" I'-b" 2,#3 none 3'-6" 3'-4" 2'-2" 2,43 none eFe-OBAT BPS-IBAT e1=e-I13/2T Additional 41-0" 3'-10" 2'-8" 2 u3 none --�tt5 bare 2 3 EA _`':;�::'r,' :.:4 4'-6" CL4'-4" 3'-2" # none One Row of "14' %.;::.;,., Block Above 5,_2" 4'_0" 2,43 none none r'h`•.'.°':'' Precast Lintel 6'-6" 6'-4" 5'-4" 2 #4 none Additiona i ' #5 bare t----y---- 1'-6" 1'-O" b'-2" 2,#5 none 8FI6-IBAT BFIL-IB/2T T-10" �'-O" 2 #5 none NOTES: I. min. coverage of steel-1.5" 2, min. bearing required a an. end=8" ALL reinforcing steel is grade 60. 3. etandard for rerif. steel=ASTM ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark WindowRows or D unit WidthStu Lintel Cast -Crete Specification of 'H" Block Above " Bottom Steel Size Top steel size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 1 V-6" 81=8-05AT 1 85 3069 1569 1024 L31 _®p 4'-O' Br8-OBAT I #5 25LI 13L3 �L3 L45 4'-5" 5'-10' BFB-OBAT 1 85 NOS 404 339 L50 5'-0' V-6' 811118-08/IT 1 #5 1238 835 121 LLO L'-8" T-L' are-OBAT 1 U5 1011 -12-1 534 L80 8'-O" 9'-4" BrB-18/2T 1 95 2 #5 152 Sell 512 L90 9'-0" 1 10'-6' BFB-8/2T 1 #5 2 #5 443 530 401 L905 T-0" 1 10'-V BFIL-I15/2T ONE 1 #5 2 #5 1633 1183 401 LI00 10'-0' ll'-4" ere-IB/21r I #5 1 2 #5 582 494 452 LI008 10'-0' 1 II'-4- BrIL-IB/2T ONE I #5 2 #5 1361 1028 452 L120 12'-0' 1 13'-4' BF8-I15/2T I #5 2 85 4-11 428 324 L12015 IT -ON 13'-4' 8r16-IB/2T ONE 1 #5 2 #5 1015 110 324 LI40 14'-0' is-4- BrIL-IB/2T ONE I #5 2 85 1250 609 259 LILO IL'-O" n'-4" or-IB/2T I #5 2 #5 300 192 194 LI605 IL'-O" IT-4' BFIL-I13/2T ONE I #5 2 #5 950 500 194 - 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'-0" LONG ARE TO BE PRESTRESSED. Simpson META 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails — f 24" o.c.) suppacting Max. 18101ba. uplift Aluminum Drip Edge E Fascia 12" 2" x 6' Sub-Fasci Kaycan full a vent vmgl soffit installed using 1/8" die shank x 1.3' long gale. 'wring nails with 3/8' din. head per product approval - we chart sheet #1 12" x 12' concrete column block filled with concrete and (2) #1 bars Vert. tied_� into lintels above thicken edge to 8"x8" with concrete and one #S bar continuous BEYOND Top of Tooter 14" below finished floor 12 4 �— Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d at each web \ R-30 Batts R-11 batte ceiling transition YYYY NA A A ded using metal studs 'erifg exact configuration :es Drywall ceiling see typical section Ceiling transition Insulation Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss RE -ENGINEERED WOOD TRUSS a 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass In bottom chord of trusses drywall with smooth finish Two rows of beam block filled with concrete and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar coot. for bottom row over openings 1/2" dr wall over I" x furringg strips at 14" o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be Installed per FBC R102.3.1 i and shall meet all pertaining ASTM codes. nD Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar points shall coinplg with FBC 1601.2.1. Provide Du -Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar Vert. (tgpical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for J spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill :IIII IIIIIIIIIIII-IIII IIII I . ��.e''III—IIIIIIII=III 1/2' hrnb lath vertical wood s to provide .ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar Vert. w/ SO" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan a Slope per foundation plan i4D -IIII-IIII-IIII ' II11:�,11111111I� I�I��-1�1i lil �I��I�I�I�111=III 141�1 IIII- FI Tu.bical Section at Front Fors Scale 1/2" = 1'-0" to w x r to m N 4s a-, M (3a LL a a oi ai 9:U to a 69 E 00 r _ W ."t. N L o N 4 w Strap truss to wall using Simpson MGT with 5/8" dia. threaded rod with min 12" embedment into beam either wet set or in epoxg with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet a N L9015 L90B L46 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. ETA 20 1810 lbs. uplift L45 BI Q I W4AAA E Legg 'MIN ii is 1A NZZ ZZ L /Z :a Z a BI L31 I in `'< L45 BI ZZ Gulf Coast Supply and MFG Sv Crimp Metal roofin FL #11451.12 I1 24 ga. 5v crimp metal roofing attached to plywood nick using #9 x 1.5" SLOPE 4 wood screws with self sealin washer at 12" o.c. max spacing over ASTM D laps fastened with corrosion resistant tin cape and th 1.25" ring shank Halls " Bi spaced L o.c. at all laps and two ateggered rows I deck to trusses using attachment detail an this she o.c. in field. Attach i 22" x b1" I r-- 1 W 11' Attic Access lath light 1 1pp� L31Bi Z I aD I BI RTA„MAX I L31 I / Fell I /TingJ I I \ I BI 4ISLOPE I " �,o L31 BI I III 11 II 1111 Ilnl 11 II II II \ BI BI I L90B ETA 20 BI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift 0) 01 � X r OU m a a a to �S N UI V r U N� p0 Eq)_ N1 U N H 1-2-19 PANEL "A" Poles SR Load wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw #12 Rerrigerator I Range #G 12.0 km 50 2 1 20 1.2 kw #12 Clotho Waaher 3 1 20 1.5 kw $12 Kitchen S.A.C. 5 G Orgar #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. a 1 20 - #12 Bathroom Recapto 5 10 Arc Cond sor #10 5.0 km 30 2 1 20 1.2 km #12 Dishwasher II 12 1 20 1.2 lea 812 Microwave 13 14 Arc HandkK #10 15.0 kw 30 2 I 15 - #14 General Lighting Is IG I 15 - #H General Lighting 11 is WH #10 5.0 ko 25 2 I 15 - #H General Lighting 19 20 I 15 - RI4 General Lighting 21 22 GDO #12 0.81 K 20 I I i5 - #14 General Lighting 23 24 Spare Spare 25 26 1 Spare Spare 21 28 1 Sperm Spare 1 29 1 301 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3, watts sq. ft.) Small, Appliance. Cgcuit(s>,.,.. ,,,,,,_, ,,,,,,,,,,,,,,,,,, .Range ..... ......... .................. .................. Refrigerator ............... ..... . .... Microwave..................................................... Disfi Washer ................................................................. Clothes„Washer............................................... ,Clothes..Dryer................................................ Water Heater Garage.Door.Opener........................................ 1135 3 5,205 2 1,500 3,000 1 12.000 12,000 1 112-0-0-1200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5000 5000 1 4,500 4,500 1 810 810 Total Watts 35AIS First 10000 Watts e100% 1 10,000 10,000 Remainder 25,615 e40% 1 O 10,246 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 301246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light Sa Double Pole Switch ® Eyeball Recessed Pe Push Button Switch -0- Exhaust Fan =09 Duplex Outlet ¢ Ceiling Mounted Light Special Receptacle ♦ Well Mounted Light Waterproof ground fault circus interru;)ter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn 1 Carbon Monoxide Detector 4c:? Flood Light TD Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling fan © Television Jack Telephone Jack DISC A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN T� = THERMOSTAT LOCATION B/A = BALANCED AIR 1-2-19 FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) #1 THHN Copper 2" PVC Schedule 40 conduit FMP CB ANEL 200a rated meter can - 2" PVC ( FPL _......._..... schedule 80 2" rigid service FPL GEC < Bato ground rods ELECTRICAL RISER #2/0 AL SER Cable With #1 Grnd 2" PVC Schedule 40 conduit sleeve into attic 200a rated meter can r bonding point 2" PVC ( FPL) schedule 80 2" riaid service PPL - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering ELECTRIC NOTES - ISO MCB PANEL disc. bonding pant GEC to rBarr,)1 cFeGr luire a vanaed ground rods ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering NT9 Opt. PATIO/SLAB PORCH I 1 143 CFM I IOxlOxl Center) Registers on ceiling fan 1 1 I BEAT OM DINING ROOM THIRD BEDROOM 84 CFM lox6x6 Vent thru I �I B 7 12)d2x8 B/A r I I 1 9 1 I /I 215 CPM 1� 12xbx1 12g/ SECOND BEDROOM I I E 163 CFM IOxlOx1 12a 139 CFM IOXIOXi M#STER BEiDROOM 139 CFM IOXIOxl I I 12x12x10 B/A ra ra 1 12)d2XlO B/A 8 CFM 8x4x4 KA 41 CFM r I ° o MTCHEN I I 144 CFM 12x6x1 22' x 54' Attic Access with light l - - - - - - \-4"0 Steel Ballard See detail on this sheet 150 Amp Panel GARAGE r----------------- i I I I I I I I I I I I I I I I I I I I I I HANICAL LAYOUT SCALE: 1/4" = 1'-0" L Use capper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 2. Provide and wire all required smoke f Carbon free of defects fora period of not less than two years from ordering_ The andshell provide circuit routings to Monoxide detectors. the date of acceptance or certificate of occupancy, or one suit the Job conditions. 3. Contractor to verify location of electrical year from closing sale of house. service and provider. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair of any or as selected by others. S. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 6. Recessed cans to be installed per NFPA requirements. 16. It is not the intent of these plans to show every minor detail 22. All raceways and pipes placed in or through any concrete 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the ALL rooms. all items for a complete electrical system and provide all largest conduit or pipe from any other service. 8. A/C Return Air Balance Must comply w/ FBC RMI602 the requirements necessary for the equipment to be placed in 9. A/C Refriqg l� qnt lines that are run thru slabs must be proper working order_ 23. All exposed wire below 9'-I' shall be installed in metal EMT 10. sleeved inYYC ALL A/C Equipment shall compig with energy calculation Il. All work shall be done in accordance with the N.E.C. and comply local conduit. Braden Braden P,4 IL All work shall be performed by a licensed electrical shall with all codes and ordinances, and shall meet all standard requirements of the local electric utility 24. Dryer Vents to be installed per FBC RM1502 ,41,4 e 12. contractor, the completed system shall be fully operative. Contractor for and telephone company. Architects - Planners shall pay all Tees, permits, testing, and 411 S.E. Coconut Avenue 13. inspections including blower testing where required. All work shall be coordinated with other trades to avoid 18. The electrical system shall be completely and effective)g by latest Tel (112) 281-8258 interference with the progress of construction. grounded as required the edition of the N.E.C. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mail: bradenaiag comcast.net against the public liability and property damage for the labels where applicable. duration of the work. Stuart_ FL 24996 #AACOOOOS2 Vent thru Soffit A#C SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire For Front Post Light Opt. PATIO/SLAB ®\ wP GFCI YY \ \I PORC�-I {���yy V I I GREAT ROOM Smoke / Carbon O I O Monowde Detector Combo I I I II II I DINING j I GFCI ROOM MASTER BEDROOM LO;SET I I I " I I I � � CI I \G� It I i IT -I EV.\ - - - - - - - r3�2" �Ie 3'-2" CIE . THIRD "I _ _® BEDROOM W � l _ ' r 2„h \ - I - x GFCI Pa \ V � 22'' x 4 - l Attic Acem UI *t with light \ ot1 Steel Ballard detail aaeeI � Pull chain I PC fight in attic / O I I OPTIONAL PANEL / / ISpp// Amp I LOCATION �lyare[ I 42"h GFCI Miowda D Cets toorr �] /� ` Combo under AHU I-V}rl{-VI � G A I� /r"rt G E M Q� II / II ' Garage Door I / Opener VV11 ff r-----------------Xx O\ I I corner I I I I I I BEDR�aoM � I \ � J wP Center Post Light on This corner ulunne Building Corp. THE iROYALE Spanish Lakes St. Lucie Countg Florida (Y n Exhaust Duct ,T-hra Soffit �' Exhaust Duct Thru Wall wP GFCI 79, Install owlet �� under disc. T) not shown for clarity ELECTRICAL SCALE: 1/4" = 1'-0" ILI FE3C 2309.1 Attic Venting Calculations Xa Total Attic Space = 2,48-1 sq. ft. o U Venting Ratio 1/150 = 16.58 sq. ft. required "- > Post Light with Provide A Continuous Vented Soffit v Photo cell wo tL& MODEL: Date Drawn Revisions : 3-21-20 GARAGE G Drawn by: RIGHT C.C.U. Checked bg: D.R.B. Sheet REVIEWED FOR - CODE COMPLIANCE ST. LUCIE COUNTY OF 5 'TOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ARRANGE WITH CRANE OPERA r AM=LIFE SAFETY WARNING � they trusses until are braced per BC This symbol identifies Life Safety Warnings that should be read Do not stand on tr u J p given special attention by all persons installing trusses. 14' — 21' — - --- 1 116„ 16 I DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. !o -Ito CONSULT BCSI J2 � a I f I '� � i �I III la Ll I� i _S6T I , All load bearing walls, headers, Al beams & lintels must be in place at indicated height before trusses Al 1 Q are installed. AA, AI R HAIV OLIF=FR 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. Carrying Girder For Truss to Truss Connections see hanger/connector Nails must be as ide tabs schedule in engineering Dome angle nails. package. Carried Truss H.IP CARRIER LOOMED AS OWNSIONE0 ON LAYOUT 77 j CORHEP 14CF5 rp avE Ho. aEVEieo EEE SiMMN E,MHNEEIUNG,G.. O Z J K i 24' O.0 THRU -CORNER JACKS Ir.LL ONLY CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY N Al 13,_72„ : 2/121 I. INT. Al I NI Al (0� Al Al - - I A _ A 2 A 0 W Lon O A U3= Q Q ' A W J.d. �wU _ Qz A F-Op Q W SEAT PLATES BY CHAMBERS � � o A A +.. 7' SETBACK BOSTON HIP TRUSS BH7 INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER I GRB AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR I J3 Jt i I I r in 12: 4.00 I 1 I I_ o JC CNI. - - 1 -- --- - - - - -+ -- - I heel=315/16" 15'-10" 5'-4" PLUMB CUT END 35{ 2 z 4 Top Chord - - - BEARING HEIGHT 8'-1" GARAGE t L E TYPICAL END DETAIL GRA 0 2 9,_6« FT � B B' B JC fV fV 31 & properly nailed to straps & hangers 35' —_ -- - - 21 1„ 2 -116 2,11„ 16 N � m m a0 m m W ae ae rD m W W t0 ' O N �I Eo ,v .- N J2 fV J2 J4 Eo � O J6 J6 GRC A6 A4 A3 y. A2 Al `\ Al iD Al N 12 I i 2 INT. 13'-71" 2 At Al I - At Al \\ , Al Al - dr A A 0 tl- It W L- 0 A N U�� I q a CO -Ui W (M A W U o = Qz IW-U0 A limo W- Z3Z ( A 0 io A (V ('7 ... A 7' SETBACK BOSTON HIP TRJSS BH7 r` GRB B h .f J3 B J1 M Ln N in N a) N N M �. - B GRA 'F✓ 1 U) o JC in JCo _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ _ _ 0.41 N�� ✓@ \- _-_ _ __-f------------_--.--- --- - -- - -- n 2'-2" 9`6" 2'-2" 5'4" 15'-10"- _ RE't: 35 -_ CODE FABRICATION AGREEMENT TRUSSES CANNOT of STARTED UNTIL THIS AGREEMENT Is SIGNED & RETURNED The legal description of the property where the bo6sea will be Installed is; .The undersigned acknowledges end agrees: 1: Trusses will be made In allot accordance with Lhls. truss placement diagram layout, which Is the sole euthorlty for determiningsuccessful fabrication of the trusses. 2. All dimensions in this layout have been ve .3, llnleae WAtten notice Is provided by cerUnfied mall to Chamlbers Truss within ten (10) days of delivery the undersigned agrees that no backcharges wlll be allowed..ln the event such written notice Is fumished Chambers Truss shor to autall have three (0) bu�oiness days in which too begin repairs underrsigned ack owledgea receipt of SCSI t-03Csummary heal by'rPl 8 WTCA dal ery.6. llChambersIs to JTmsaob thas the Bola authorithe ty to date Irmino the sultabll o(the Joblaltel oY a poitlon of the Job ells for delivery, Chsmba- Truss will be responsible /or dump delivery only. The buyer Is responsible for additional delivery expanses If Chambers TNss has to redeliver bac'use Job alto Is not prepared for delivery or buyer Is not praparetl for delivery of trusses. 3 er Isr 6. asponslble to Chambers Trues fort ' owin CO616 dL g to to site 5. Price es shown Iq paragraph 7 below Is sublecl to change N aynchangea are, made In this IayouL A $5D par hour fee for revl6lons may be charged by Chambers TN0s, 7. This la a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If ne: agreement a reasonable price. Invoice will be made on delivery and paid wlthln terms of nef de delivery. Invoice may be made et scheduled date of dellvery If buyer cannot accept. delivery o! fabricated Wssea. The undersigned egress to pay Chambers.TNss reasoocept aftomeys fee for collectlbns In event of payment not timely made. 1-1 2 %per month selabld rvice charge will be added for all sums not paid within terms, S. Signature or Initials anywhere on this sheaf conslltutas agreement to alltenna herein. n cons am on o! Chambers Truss extending credit for this material the undersigned unoondldonally guarantees payment when due of any and all Indebtedness owed to Chambers Trues by an entity receiving material and the undersigned agrees to pay. ouch Indebtedness Including attomeye fees, If default In payment for material be made by the recipient. 10, In the event of any litigation concerning this agreement,. the items fumished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint 60cie County, Florida. 11. Design responsibilities are per-Nationol Standard And Rocbmmended Guidelines On Rasponslbllltlas For Construction Using Metal Plate Connected Wood Trusses AN$VTPVW7CA 4 - 2D02 DATED SIGNED - FOR TITLE-4 Asp w&r barmaybo mqq! sd per"SCSI I-W to pladent Gljisy& damages . Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse" Temporary and permanent bracing are required and can save life and property and Is the responsfblllty of the truss erector. Study the contents of the information packet Included on delivery before setting trusses, Trusses must be s� and braced per design fD ixevarrt injury &damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any - other concentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES I CHAMBERS TRUSS INC 3106 Oleander Avenue FortPlerce; Florida 34982.6423 800-551-5932 Fort Pierce 772-465-2012 Fax 772-465-8711 Vero Beach 772.569-2012 Stuart 772-286�302 ' The Architect's or Architect's ropre,seedative's -- shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain. responsible for checking field measurements aryl other I; construction t on criteria. sA,rc i{ec! a approval cover*04neral roof shape, i review of truss Atrsipping, and I,e'din on structure from gra y and uplift load sand their res ec ive locatyo s Approved By:.d0 I. Date: Mraden 3 Braden A.I.A. P.A: 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County_ SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 ;, ;; I Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof H 1 Loading in PSF Roof R.D.L. " tJ:'l ° _ Top Chord Live 20 o c Top Chord Dead 7 4.2 r Y Bottom Chord Live 10 Non -Concurrent d c Bottom Chord Dead 10 3 R TOTAL Load 37 7.2 w, N Duration Factor 1.25 F c J Wind Speed 165mph Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 12'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 R.D.L.=Restrainin Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the BuildingDesigner and/or Engineer of Record. ��// Chambers Truss Inc. Drawing Name: M11324 O , Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: Date:07/19/12 Revised:03/21/18 i FOR Revised:3/05/2020 WYNNE BUILDING CORP. �' '-1AN ASCRIPTION: GARAGE RIGHT ST. Lucy , uN OYALE �761-73� go PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT' M1 1324 1wrr &W'14'