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HomeMy WebLinkAboutBuilding PlansO'.H. . Finish Columns with /8" thick cut coral nished stucco bands A;uno:) aiom 'a5 aUawVedaq 5up]iwlad plus 9 o haw oau3:)aa boos- - 6 l 3,73 5/8" thick x 8"w cut coral finished stucco bands 12 4 1 SLOPE COVERED PORCH Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 ga. 5v crimp metal roofing attached to plywood deck using #I' 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 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 deckoto trusses using attachment detail on this sheet X 5/8" thick x 8"w cut coral finished stucco bands LEFT ELE /ATION 5/8" thick light textured stucco on typical concrete — —block construction — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SCALE: 1/4" No I'-O' 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" 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet M RIGHT ELEVATION 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4' = I'-O" ME Product Approval Submittal Affidavit Opening schedule Swing Doors, Overhead Doors, sliding Doors, windows & skylights Opening Type NOA/FL NUMBERER Product Model # Manufacturer Glaas Attachment method JEST Ex' ation �to Design Pressure of Approved Testa 1.2.3 E4 FL# 239.9 Single Hun g g SH-1100A impact PGT 5/16" 1/4" dra. tapcons w/ min. 1 3/8" penetration o be spaced per product approval. contractor shall adhere to min. edge distances specified in Product approval + 65.0/-$O.O PS A IL-0330.02 Overhead Garage Door Model 8. width 9'-4" max. width IL'—O" max height DAB Iths.0�g.r,r "°r` °° ° �°" " " ."a tans I�'"rs�ssi wb A euack` 8f eili" as g1e� df'ikraw'I° ,choto m .se s samtaome am. a IN udeu dmiumor - Gc to atnetly udhuru is p oduct approve rowWo V a' a an idler 10-9-21 + 60.0/-60.0 of p B FLU 14614.1 Fiberglass Dear Pro/ n Design Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 1-1.5' o.c. max. thereafter in head and jambs. + 50.0 PSF C FLU 251.4 Sliding Glass g Door Series 110 SGD PGT 1" nom " Type GSA 1/4" die. tapeons w/ min. 1 3/4C" penetration to be spaced per product approval. ontractor shall adhere to min. 2 I/2" edge distances specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure of Approved Teats Mullions FLU 261.1 I" x 2 3/4' x .315" PGT Install per fastener type and spacings shown in Table IA and IS in product approval on sheet 5 of 22. + 58.0 PSF Roof FL# 11451.12 5V Cnmp Metal Rooring Gulf Coast Supply and manufacturing 2L a. 5v crimp metal roofing attached to plgwood deck using a9 x 1.5" � sFj°30°IbfiPelt anderla mentemstelled wikh mmX4easide laps rands�MeD laps fastened with corrosionresistanttin caps and with 1.25' ng shank nails spaced L" o.c. at all laps and two staggered rows 12' o.c. in freld. Attach deck to trusses using attachment detai on roof plan - IOB.S PSF Siding stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcan Install using 2" x 2" battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each truss. Install soffit to battens using dia. x 1.5" Iona rina shank nails with 5/8' dia. head, +55.0/-35.0 PSF Hurricane Panels I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record 12 SLOPE 4 2" 2" x 4" top plate) II 1/2" drywall ceding on truss bottom cord 1/2" drywall on x 4" studs at 1C o.c. base -board I II / 2' x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR Ox6° #10/10 WWM on L mil Viaqueen over clean compacted termite treated fill Interior Non-Bearinq Partition Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x I.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 4" 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" ox. in field. Attach deck to trusses using attachment detail on this sheet UL� we MI e� - -- a - 5/8" thick light textured 5/8" thick x 8% cut stucco on tgpica concrete coral finished stucco bands block construction +'EAR'. ELE /ATION 12 LOPE 14 COVERED PORCH SCALE: 1/4" = 1'-0" Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 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 V 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 deck to trusses using attachment detail on this sheet ' 5/8" thick x 8"w cut coral finished stucco bands FRONT ELE\/ATION nts Braden it Braden AIA, PA one Building Corp. Architects — Planners 411 S.E. Coconut Avenue THE R Q Y A L E Tel : (112) 281-8258 Fax : (112) 281-8283 Sparilsh Lakes E—mail: brad enaiaacomcast. net St. Lucie County Florida Stuart. FL 34994 UAAC000032 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 Plgwood nailed at 6" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 SLOPE 1,4 a 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: Gth Edition and ASCE 1-10 for Wind Loading Building Design is: Enclosed Risk Categor : II Wind Velocity: 165 mph ultimate Mean Roof Height: IF -On Roof Pitch: Internal Pressure Coe}`Fic-ient: ±O.IS Subuectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone. V-4" Wind Speed. IG5 mph ultimate Wind Exposure Classification: C Adjustment factor for Exposure Height: 1.21 x O.L = 0.12G ASD design Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LWL Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.6/-32.G psf Roof Zone: 2. +20.4/-51.0 psf Roof Zone: 3. +20.6/-84.0 psf Components I Cladding Wall End Zone Width: '-4" Components E Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 psf Wall Zone: 5. +35.8/-41.8 psf Components f Cladding Wind Pressure (NET) on Garage Door. +32.0/-40.3psf Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Dertai s Provided? Yes Minimum Soil Bearing Pressure.2,500 psi. Presumptive: X By Test: psi SEE PRODUCT APPROVAL F R IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 'mot— psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -I6 psf FLOOR DEAD LOAD:10 pat To LrG MTCN = Roof Zone I Wells Zone 4 No Roof Zone 2 Walla Zone 5 END ZONE Corner Zones ® Roof Zone 3 J O B ADDRESS: 33 FLORES DEL NORTE MODEL: Date Drawn Revislpas— COPY Sheet Comm # GARAGE 4-1-20 RIGHT Drawn by: 11�1;D!W 20—� 8 C.C.U. i/I WED P FFi� Checked by: CODE COMPLIANCE S D.R.B. �T a a OF 5 RIROCc (p FLOOR f= L A N 4" AREA CALCULATIONS CRASH POST DETAIL Living A/C 1�120 s ft. TYPICAL NOTES: SCALE I/4" = I'-O" 9 = q- = I. Contractor to verify ALL notes and dimensions prior to 34° high by -1"N.T.S. Back Porch Total 210 s. f t.° diameter q steel crash at. Floor proceeding with work. Flange with 4 - 3/8" Garage = 32$ s ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. ex ansion bolts into y = q. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slag (3/8% 50 ksi steel plate) Total Under Roof= 22�5 sq. ft. a minimum 1,400 F.S.I. fiber stress. `" Total Cubic Ft = 13,�60 4. No dissimilar metals to touch. 2i�.. 2y2" S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �2 h" ALL Concrete used for vertical filled cells, cont. tie beams etc.. to 2' VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix ,3/8" ° !/2" 2 1 '-4, 6. Drgwall at ceilings shall be leveled and attached to bottom chordI I y2"Attach buck to block wall with MASTER 2" of trusses with screws per FBC R�02.3.5. I I P 1/4' dia. Elco conc screws with min. BATH 1. ALL wood in contact with concrete shall be pressure treated. 0 ° 1 1/4' penetration at 12' o.c. max LAV-i and 4' max from each corner thru 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. " Exterior face 2" x L" PT Buck 2," LAv-I 9. ALL plumbing fixtures to be low flow. a wall 2„ I ,,..,arias 2„ WM-I 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. w`-i #e Wood screws thru iamb into buck LAUNDRY " 11. Contractor to Provide a 2'-8" wide door at one bathroom for at each hinge and 15' o.c. max and 2" handicap accessibilitg requirements. 2�" 2�" Detail at Door prior to door attachment 3" ST-i 12. Lowest finished floor to be Set bg Governing Building Department NTS 2" VTii4L 2• AAV survegor to Set In field. INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND I 2'" KTICHEN 14. Door between garage and residence shall be 1-3/'4"t 20 min. rated door SILL BLOCK PRIOR TO BUCK LAV-i1. 3 g INSTALLATION 2„ Water Heater Install windows 3%I[hrtepu k into " 11/2" penetration at V o.c. max. BATH #2 we-1 3" 15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 per FBC R302.9.1 Pram each corner and 20.' o.c. maz P p thereafter at ,jambe and 20' o.c. max. „ 3" 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior race at head and ell per product approval IS i 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant or wall Buck to be I" x 4' FT C.O. 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation Varies 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 To $eptic 18. Gyypsum board material shall conform to ASTM C36. C19, C475, C514, C630, C931 I"x4" P.T. Buck nailed to PLUMBING RISER C960, C1002, C10-47,C1111, C11-18, C12-18, C1395, or C1396 and shall be installed block with teas hardened nails Detail at Windows prior to window attachment according to the following: (FBC R102.3.5) Masonry Bea I" x L" P.T. Buck nailed to / NTS block with case hardened nails Thicwall Framing prior to door attachment 11 Install SGD thru buck into block with 3/I4" tap -con with 11/2" 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. from each corner and 20" o.c. max thereafter at sill per product approval I" x V P.T. Buck nailed to block with case hardened nails 1--boar{ prior to door attachment fixed door sliding door 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, n Masonry Wall 118.1 A118. and Al 1.1 - A108.1 A 3 3 AI 6.1 3 i v2", N fiber cement or lass mat sum backers in accordance with ASTM 20. Cement, 9 P ;;,>::;:.:--<--::,.;,.:•-::>,: 9 C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall Bottom Track Y Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. Sill Install 5GO thru buck into 21. Insulation including facings such as retarders or vapor permeable members Installed j } block with 3/14" tap -con with Sliding l d l n D OOr D G C� I i penetration at -" max. within floor -telling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics 9 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. Grade Dr Max. stacinkness Location Orientation Member of faseners Nail sizing options for Spacing nstallation oP drywall into Maximum Nails Screws wood framing members 2" x min. thickness Ceiling Perpendicular 24" 1" 12" 13ga 1 3/8" long with 19/44" head OR 0.098" diameter x 1 1/4" long annular -ringed or Sd cooler nail OR /y Walls Either IL" 8' IL" 0.080" dia. xx 1 5/8" long with Direction 15144" head OR Gypsum board nail 0.084' die. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" T„ 12" 13ga 1 5/8" lloong with 19/44" head O 0.098" diameter x 1 3/8" long annular -ringed or Ld cooler nail e Walls Either IL" 8l, 1L" 0.092" diaOxx 1 1/8' long with Direction 1/4" head OR Gypsum board nail 0.0915" dia. x 11/8' with 19/64" head. Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL 411651.12 2L ga. Sv 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 underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) loot x 1 1/2" mile Gulf Coast Supplg and MFG Sv Crimp Metal roofing FL 411651.12 2L ga. Sv 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 underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Simpson HETA 20 or equal hurricane anchor at each truss 12 with (10) loot x 1 1/2" mile 4 PRE-ENGINEERED TRUSSES ( 24' c.c.) aupparting Max at 24"o.c. TYPICAL lelolbs. uplift (shop drawings bg manufacturer) Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses I/2' drgwall with smooth finish 2'" x L" Sub -Fascia Two rows of beam block filled with concrete and (1) #5 bar cont. in each row. Substitute Kaitcan full o vent vinyl soffit installed precast lintel filled with concrete and (U #5 bar Cont. for bottom row over openings using 1/8' dia shank x 1.5' long gaiv. roofing finite with 3/8" dia. head per product approval - see chart sheet #1 1/2" drywall over I" x furringg strips at IL" o.c. with R4.1 f1-foil nsulation on tgpical 8" Block walls 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 stucco on typical concrete T and shall meet all pertaining ASTM codes. "M" block construction � Mortar to be Tgpe onI proportioned per FBC R401.I and Mortar Jonts shall comply with FBC R401.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc _..) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (I) 45 bar vert. (tgpical). Max. spacing shall not exceed Wood 48' unless otherwise noted see foundation plan notes for Base spacing at openings 4' concrete slab with ribermesh OR VxV #10/10 WWM on L and Visqueen over clean compacted termite treated fill -IIII � I -IIII- l i I _ -IIIIIIII-IIII IIII IIII- 14"w x 18"d Concrete footinga "- with (2) #5 bars Cont. and >kS 14" _ transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" Window Schedule Mark Size Rouclh Orien. window Description PRESSURE ZONE I. 4'-5%"x 5'-3 %d' 54ia"x L3%;' Single Hung ZONE 4 2. 6'-2/a"x 5'-3 %" "IS" x 63 %;' Single Hung ZONE 4 3• 2`-2' x V-2V 21%2"x 38%" Single Hung ZONE 4 4. V-I" x 5'-3%' 38' x 0'/+" Single Hung ZONE 4 S. 4'-5Ye"x 4`-2ia' 54ia'x 54Y;' 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 Opening Door Description PRESSURE ZONE A 9'-0' X 1'-O" 108' x 84' Overhead Garage Door ZONE 4 B 3`-0' X V-8" 41"%+" x 83�/+" Fiberglass Panel - Inswing ZONE 4 C L'-O" X 6'-8" 14" x al %2" oi°" 6e"0e Sliding Glass Door ZONE 4 D 2'-0" X L'-8' Solid Core - Wood - 6-Panel -Bi-Fold Finished 24' x 81 %2" E 2'-L" X V-8" Solid Core - Wood - L-Panel F 5'-O" X L'-8" Solid Core - Wood - 6-Panel - Bi-Fold G 2'-8" x V-8" x 1 N" Solid Core Wood, Steel, or Masonite Door H 2'-8" X V-8" Solid Core - Wood - L-Panel J X-C X C-8" Solid Core - Wood - 4-Panel - Bi-Fold ALL Exterior doors to withstand pressures stated in permit info box on sheet 171 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 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 : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaBcomcast.net Stuart. FL 34996 #AACOOOOS2 10'-4" 10'-0" Opt. PATIO/SLAB 3'-loy2° O EGRESS 12" x 12" Concrete column O block filled with concrete and (2) #1 bars vert. tied into lintels above PORCH WIRE LATH i STUCCO CEILING O I 4" I 8'-0" to 9' l8" A.F.F. Vaulted Ceiling II I 20'I 8" I r GREAT 1 ROOM MASTER BEDROOM Flat Ceiling 12'-8" Vanitg to be 34 y2"high Zod t Shelf I 1 0 I 2" x L" knee -wall s 1 below counter top I LOSE 1 0 47t�. oil & Shelf DINING I "-�c-/ -T s�� / ROOM I %� ° - - to 9'-e" A.F.F. 141" HIGH WALL Vaulted Ceiling I ° I 8'-0' A.F.F. G 0� •• • ©�. 1NNMEN ■E3i� ■ �!W/ INi it I Wynne Building Corp. THE ROYALE Spanish Lakes St. Lucie Countg Florida M SECOND BEDROOM 8'-0" A.F.F. Flat Ceding EGRESS 1-1/2" OVE HANG Flat Ceiling - - - - - - - <11"CHEN N 1 Upper cabinets to - extend over Ref, 3'-1oy2" I Ill E EC' A I I 15MA a s And GARAGE o 8'-4" A.F.F. I Flat Ceding 17,11 O r----------------- i j Block wall in �_ garage to be I struck block I I I I I I I I I I I I I I I C.C.U. 12-8-09 9'-6" 2'-2" 2'-8" 2'-8"' 3'-6" 9'-O" 3"-4" 1V-10" 35'-O" MODEL: Date Drawn Revisions 4-I-2o GARAGE RIGHTAG Drawn bg: REVIEWED FOR C•C•U. CODE COMPLIANCE 33 FLORES Checked by: ST. LUCIE COUNTY DEL NORTE D R B me%^^ L/J 0 1 N V- I N C4 A/C lc Sheet 2. OF 5 O I v- O O r c I Comm # 20-�8 B � 11CUL. I U1c�J- I�ICJ I �J: 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 FL,4N. B. 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, d A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE 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 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL E 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 48 bar vert. at 48" O.C. Max. Provide (1) filled cell on each side of openings Upp to 8'-II" wide. Provide (2) filled cells on each side of openings from (o'-O'° to `1'-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 loll test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade G0, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ 30' overlap FIII cell with concrete and el) #5 b t (t l) Thicken edge to 8 x8 SCALE: 1/4" = I'-O" Extend curb steel Into footing to end of Z" bar 24.. 3-4 #6 'Z" bar at each cunt steel bar. STEPPED f FOOTING SCHEDULE Mark size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY (4 8"W x e"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'-O" at each felledar c Max. spacing shall noticexceed with concrete and 4" concrete slab with fibermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"'x6" #10/10 WWM on 10 mil Visqueen over see foundation plan notes for clean compacted termite treated fill Base spacing at openings 4" concrete slab with Fibermesh OR GRADE 6'"xV #10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill — Grade m + r 1 li. I'' 14"w x 18"d Concrete Footing with (2) #5 bars coot. and #5 transverse bars at 48" o.c, 3" 14" TYPICAL FOOTING DETAIL SCALE 1/2" 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill US bar cont. Step per * foundation plan DETAIL AT 12" x 12' concrete column block filled with concrete and (2) #'i bars vert. tied into lintels above Top of footer 14" below Finished floor Grade #5 bars cont. bottom steel ARAGE STEPDOWN SCALE 1/2" = I' - PORCH SLAB EDGE DETAIL #5 bar cont. in curb - Curb height Verify based on foundation plan �r a �j GAR Wood 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. SCALE 1/2" = 1`0" #5 bar vert. w/ - 30" overlap at each filled cell Fill cell with concrete and (1) 45 bar vert. (typical). Filled Cell Masonry Column With One -Max_ spacing shall not exceed 48" unless otherwise noted #5 From Footing To Tie Beam see foundation plan notes for Conc. Fill To Be 3000 PSi spacing at openings See Floor Plan For Location 4" concrete slab with fibermesh OR CXV #10/10 WWM on 6 mil Visqueen over �,: • .. / clean compacted termite treated fell O .:�,�(Cry�)} ."+• �II�111— 14"w x 18"d Concrete footing with (2) #5 bars cont. and #5 3" transverse bars at 48" o.c. RB DETAIL SCALE 1/2" = 1'-0" Single Filled Cell Column NTS Filled Cell Masonry Column With One #5 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location 0 _ #5 bar vert in filled ell at curb transition PC Lq ---------------------- 24 m DETAIL ;rel C 1/9" o I' - E fContractor to pr roper foundation or proper steel 30" min. Double Filled Cell Column Corner Steel Lap 0 I 0 r 0 0 211-01' I - -- 4 --- I 14'-011 10'-O" �I , 12" x 12" Concrete column iOpt. PATiO/SLA block filled with concrete and p (2) #1 bars vert. tied Into I u 71 lintels above °° ---- ---�_f .°I ---- _j CDC TJ _J 4 — — —— FI ---- q t_ Filled cell under Q I girder above I FI I I Rear Porch Slab to 1 FI 1 18 Lu 4" be poured separately 1 1 (L from House Slab. L I �❑ � OqJ Thicken Footing to 1 24% x 14"d x 24"L I J r FI Rear Patio/Slab \ 1 be flush with bottom of 1 sliding door recess. l Slope I" i -i I_ I i _; I FI ]I I �I I under filled cell under girder bearing. I J I FI 1 I I I I I 4" concrete slab with fibermesh OR 6"x4" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill old —i �>1 it a I _i' I _ I I 1111= P' NTS nt5 30"x30"A6" concrete footing with (4) 1/ x a. PT wood secured with I/2"ilia. x 6" expansion anchors door track to wood Braden It Braden AAA FA + III WW nne BuildingCorp. column #5 bars each way with 2"' sq. washer at 18" o.c. overhead secured jamb per manufacturer's product approval Architects - Planners S.E. Coconut Avenue THE R p ` AL E Garage Door Jamb Detail 1B el : (112) 281-8258 Tel GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS Fax : (112) 281-8283 Spanish Lakes /2" = I'-O" IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. E-mail: bradenaiaecomcast.net Stuart. FL 34996 #AAC000032 St. Lucie County Florida 91-91, 13'-10" I I F° "---T ° V O I° I FIII I ° a E I r— 0 © ;� I H__ Co /I 21 1 1 \ 4"4 Steel Ballard 1 Q I I I See detail on this sheet I 1 concrete slab with fibermesh OR I 1 VxV #10/I0 WWM on 6 mil Visqueen over 1 I 1 clean compacted termite treated fill I O I �- I I2 I I 1 I I n I o ---L� Uj FSI I ;;, o I Recess for F5 I d) t_ — — — Garage Door— MODEL: Date Drawn Revisions 4-1-20 GARAGE Drawn by: RIGHT C.C.U. 33 FLOOES Checked by: DEL NORTE 0.R_E3. J,15 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Sheet 3. OF 5 0 I N 0 O r O I M Comm # 20—il S ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = Sidring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX Plywood 4. Use nails or screws based on pressure for root stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone I �" 6" 8d ring shank 45 pelf Zone Z of 4 b" 8d ring shank 14 psf Zone 3 4" 4" 8d ring shank 84 psf ** Zone 3a 4" b" #S 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 Verify with Plan `I rc Provide 45 bars with mrn. 48 bar Provide tt5 bar as diameters overlap into beam. Tic lintel into beam w filled cell steel into continuous beam block steel. the opening calla f Provide Cast -Crete =:-:. 8U8-OB/OT precast ` lintel set in mortar _ Min. e" Bearing - "-� - - - -- - - - 12"x 12" lumn Block y#1 Rebar Column to Lintel illnAttac m&nt C O i1 NTS ovide PT Buck tached per jamb aila into filled a 4" Pre -cast Sill i, in pre -cast ROOF FLAN Scale : 1/2" = 1'-0" e length of it. — Overhangs at 1'-0" unless otherwise noted on this sheet — 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 tt5 tiara with min. 48 bar iametera overlap in filled cell. Tie filled cell steel into continuous rooter steel. Concrete Footing -�-1, •"' ' ' t ';t' (see footer schedule for exact sizes) DETAIL AT WINDOW OPENING IN CBS WALL Scale: 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blockirg to vart. leg of truss with IOd x 1.5 nails at 4' o.c. v Install Simpson MGT into wall usin r+ 5/8" dia. threaded rod set min. & Z\ into wet beam and (22) lOd nails into truss OCKING DETAIL R STRAPPING :R BEARING POINT 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 Type 2 felt paper using 8d Hells. Substrate to be 19/32" COX Pluwood 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 26 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 Ib felt underlagment 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 staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet Additional Precast Lintel - u n �� �i tt5 bars = Lintel Bar Clear A B 'i.,�, r ; •;{ �,A••� CLEAR Length Length Span Bars Bars i i i i i i 2'-10" 2'-8" I'-6" 2,43 none i• •.. i i �: :i i i �� i 3'-4" 3'-4" 2'-2" 2,43 none 8F8-OB/iT BPS-IBAT 11111 /2T Additional 4'-O" 3'-10" 2'-8" 2,43 none tt5 bars .i CLEAR ~::.',) ?:!W 4'-6" 4'-4" 3'-2" 2,#3 none One Row of "H" ?. •`•>: Block Above 5'-2" 4'-O" 2,#3 none r Precast Lintel5"-loll 5'-8" 4'-6" 2,#4 none ^ V. ' 6'-6" 6'-4" 5'-4" 2,#4 none i •`'" Additional "�"<' i y.____ f tt5 bars 1'-0" 6'-2" 2AS none 81111IL-IBAT 811I4-IB/2T 1'-10" -O-O" 2,45 none NOTES: I. min. coverage or steel=1.5" 2. min. bearing required ! ea. end®8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete S ecdicaUon Rows of "H" Black Above Bottom Steel Size Tap steel Size Max. Gravity Load (PLP) Max Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V-6" 81011-015AT 1 #5 3069 1569 1024 L31 2'-4" 2'-8" 3'-1" 4'-0' 8F8-OB/IT 1 #5 2561 1363 163 L45 4'-5" 1 5'-10" BPS-OBAT 1 #5 1105 909 339 L50 5'-0' 6'-68 8F8-OB/IT 1 95 1238 635 121 LLO L'-8" T-V 8P8-OBAT 1 85 1011 121 534 LBO V-O" T-4" 81128-0/2T I #5 2 #5 152 591 512 L90 T-ON 10'-L` 8P8-I13/2T I #5 2 45 L43 630 401 L90B T-O" 10'-0 8PI6-I13/2T ONE I #5 2 95 1533 1183 401 LI00 10'-O` ll'-4" 8P8-I5/2T 1 #5 2 #5 582 494 452 LIOOB 10'-O" ll'-4" 81=IL-IB/2T ONE I. #5 2 #5 136( 1026 452 L120 12'-O" 13'-4" 81"1 1 #5 2 #5 411 428 324 L1205 12'-0" IV-48 8PIL-1B/2T ONE 1 #5 2 #5 1015 110 324 L140 14'-0` 15'-4" 8PIL-IB/2T ONE 1 #5 2 #5 1260 609 1 259 LILO IL'-0" 11'-41 1 8P8-IB/2T 1 #5 2 #5 300 192 19.1 LILOB IL'-O" IT-4' 1 8PIL-I19/2T ONE I #5 2 #5 950 Soo 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS 5HALL 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 HETA 20 or equal hurricane anchor at each truss with (10) IOd x I I/2" nails — ( 24' o.c.) supporting Max. 18101bs. uplift 12 4 R-11 b Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (a) lad ils at each web R-30 Batts •R-II batts ceiling transition !G— ded using metal studs enfg exact configuration $s Drywall ceiling see typical section Oiling transition Insulation Detail nts Brace Gable and with 2" x 4' SYP #2 8ft back nailed to bottom Of top chords using (2) IOd nails at each throe RE -ENGINEERED WOOD TRUSS 9 24"o.c. TYPICAL ( shop drawings by manufacturer ) Aluminum Drip ��� "\R-30 blown fiberglass Edge t Fascia 1/2' thic stucco on 3/a" hi —rib lath in bottom chord of trusses 12" attached to horizontal and vertical wood framing with nails a staples to provide 1/2' drywall with smooth finish 2" x V 5ub-Faser no less than 1-3/4' penetration into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete into vertical wood framing members and (1) #5 bar cost. in each row. Substitute Kayean full o vent vingl soffit installed precast lintel filled with concrete and (1) tt5 bar Cont. for bottom row over openings using Va' dia shank x 1.5" long gals. roofing nails with 3/e" die. head per product approval - see chart sheet #I 5/e ,i light I/2" drywall over I" x furring thick textured strips at 16" o.c. with R4.1 fl—fall stucco on typical concrete insulation on typical 8" Block walls g 12" x 12" concrete column block filled with concrete block construction -i All drywall to be installed per FBC R102.3.1 and (2) #1 bars vert. tied _ Varies see plan _ and shall meet all pertaining ASTM codes. into lintele above #5 bar veil. w/ m Mortar to be Type "M" onlyy proportioned tier FBC R601.1 and Mortar joints shall comply with FBC R6o1.2-1. thicken edge to e"xe" 30" avails P Provide Our-O-Rock at all wet areas (ex. showers, tuba etc...) with concrete and at each filled cell one tt5 bar continuous Fill cell with concrete and BEYOND Rear Patio/Slab to (U #5 bar vert- (typical)- beflush with bottom of Max. spacing shall not exceed sliding door recess. Wood 48" unless otherwise noted foundation notes for Top of Tooter Base spacing at openinglan s I6" below finished floor Step per foundation plan 4" concrete slab with fibermesh OR s " VxV #10/10 WWM on 6 mil Visqueen over Slope per foundation plan as clean compacted termite treated fill FT r' - I 1 1=III-1 IIII=1 11 I I I I IIII 1 I :IM I,, .IIII=1 I I I—IIII—III 14" FI IIII „IIII11,1� "1ii� ►Ill lilt 3 T plcal Section at Front Forch Scale : 1/2" = 1'-0" / t Q w s.IaN d ZZOMAeinn d I b A b F- Strap truss to wall using Simpson MGT with 5/8" die. threaded rod with min 12" embedment into beam either wet set or in epoxy with (22) IOd nails into truss. Add blocking to truss leg per detail on this sheet L90B L45 B TED L40B KA J Z +.+ 4 LOPE i N H L45 BI Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) suppporting Max. ETA 20 1810 1 S. uplift Q L45 BI 14 l4 BI L31 Gulf Coast Supply and MFG 5v Crimp Metal roofin FL tt11651.12 11 26 ga. Sv crimp metal roofing attached to plywood eck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max a acing over ASTM D SLOPE 4 ERR laps fastened with corrosion resistant tin caps and th 1.25" ring shank nails spaced 6" o.c. at all laps and two staggered rows I " o.c. in field. Attach B1 deck to trusses using attachment detail on this she fl 1 Xs- x e f- I Attie Access Lai BI \I I lid F I I I I qo /fR�A I 48"1 sl2Qll MAX I L31 BI I L31 111 12 BI N 51 -41 SLOPE `� BI OB 61 L90B BI L45 aETA 20 BI Simpson HETA 20 hurricane anchor at each truss i 24" o.c.) supporting Max. 1810 lbs. uplift N UJ - - - - - - - - PANEL "Ai, Pales BR Load Wire Description tires tire# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Ran a #L 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 IS kw #12 Kitchen 5.A.C, 5 L Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I s 1 20 - #12 Bathroom Recepts 9 10 Arc Cond sor #10 5_0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 12 1 20 1.2 km 412 Microwave 13 14 Am Harder #10 5.0 ku 30 2 I i5 - #14 General Lighting 15 IL I 15 #14 General Lighting m 18 WH #10 5.0 kw 25 2 I 15 #14 General Lighting 19 20 1 15 #H General Lighting 21 22 GDO #12 0.81 KW 20 1 1 15 #H General Lighting 23 24 Spare Spare 25 24 Spare Spare 2-1 28 Spare Spare 29 1 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General.Lighting„(3, watts..sq,.ft.),,,,,,,,,,,,,,,,,,,,,,,,, small, Appliance, Clrcult(q) . . . . . . . .... ....... . . ......... ................................. Ref rlgerator , , , , , , ....................... .................... Microwave..................................................... Dish ,Washer ................................................... Clothes,,Uleaher............................................... Clothes„Dryer................................................ Water, Heater ................................................. ,arage,Door,Opener,,,,,,,,,,,,,,,,. ....................... 1135 3 5,205 2 1,500 3,000 1 12000 12000 1 1,200 1200 1 11500 1,500 1 1,200 1,200 1 1200 1200 1 5,000 5,000 i 4.500 4,500 I 810 SO Total Watts 35415 First 10000 Watts 9100% 1 10,000 10.000 Remainder 25AS e40% 1 O 10,246 Electric Heat or A/C 10,000 e65% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 124.02 Panel Size Re uirad = 150 Am s Electrical S mbol Legend $ Single Pole Switch ® 1 Recessed Can Light Double Pole Switch ® Eyeball Recessed P B Push Button Switch � Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle ♦ Wall Mounted Light F Wa= ground fault circuit Light with Pull Chain (slut) ® Floor Duplex Outlet O Computer Connection Jack Fe-T-il Carbon Monoxide Detector 412 Flood Light TD Thermostat d-cm Electrical Panel ® Central Vac g Electrical Meter US Smoke Detector Ceiling fan © Television Jack ® Telephone Jack A 015 c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN Q = THERMOSTAT LOCATION B/A = BALANCED AIR k FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) 41 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can 2"PVC (FP schedule 80 2" rigid servu A/C disc, L I Go MCB PANEL rods ELECTRICAL RISER bonding point - 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: #2/0 AL SER Cable With 91 Grnd 2" PVC Schedule 40 conduit sleeve_ into attic 2 0 0 a rated meter can ME" 2" PVC ( FPL schedule 80 2" rigid service FPL AI/CC L ISO MCB PANEL 1 1 ground rods bonding point _ ALTERNATE SERVICE ELECT. RISER NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction t - Verify AIC/KIC Rating prior to ordering equipment Opt. PATIO/SLAB RORCH I I 10 CFM IOxioxl 1 Centel, Registers on loading fan I I I I REAT OM DINiNG ROOM THIRD BEDROOM 84 CFM IOxLxL - Vent thru B 12 B/A I I d' I / ilL"II I� ' II 20 C�0 T I I I I \r` a 215 CFM 12xLxl 12x12x9 B/A SECOND BEDROOM M l= 10 CFM IOxIOxl 12" 139 CFM IOxIOx1 M STER B 510 ROOM 139 CFM IOxlOx1 I 12xIB/A I r� ra L 12xIB/A 4NFM CFM r I r -T . ° o ITCHEN I 144 CPM 12xLx1 .L.... 11 150 Amp Panel GARAGE r----------------- 1 I 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" i. Use copper wire onlg from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before 1. Provide and wire all required smoke d Carbon free of defects for a period of not lose than two gears from ordering. The contractor shall 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 gear 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 rotected. charge and shall include replacements or repair of any or as selected by others. 5. 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. I6. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed do or through any concrete 1. Tamper resistant AFCI receptacles are required do 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 pro vids 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 Refri Brant lines that are run hru slabs must be proper Working order. 23. All exposed wire below 9'-1 shall be installed do metal EMT sleeved dn$VC 11. All work shall be done do accordance with the N.E.C. and conduit. Braden 1 Braden AIA PA 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be installed per + II. All work shall be performed bg a licensed electrical meet all standard requirements of the local electric utility FBC RMI502 Architects - Planners contractor, the completed a tem shall be fully operative. and telephone company. 12. Contractor shall pay for all lees, permits, testing and 411 S.E. Coconut Avenue inspections including blower testing where required: 18. The electrical system shall be completely and effectively Tel : (112) 281-8258 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the N.E.C. interference with the progress of construction. Fax : (112) 281-8283 14. All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters' E-mall• bradenaiuscomcast.net against the public liability and property damage for the labels where applicable. Stuart. FL 34996 #AAC000032 Vent thru Soffit A #1C SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire Four' a Front Post Light Opt. PATIO/SLAB ®\ wP GFCI \ 777`I V / I l I GRF_AT RQOM MASTER BEDROOM I smoke / Carbon AM O 1 O Monewde Detector Combo I - I �B� 1 L01SET 1i I I 1 L. ,,,--- DINING I I GFCI ROOM l ' _ I � , � G C\GFFCI 1 GF( I -I E - .7.7 XJ2„ 3,_2„ 2,1„ - - rile /�- THIRD BEDROOM w I mim/17--v WP Iffirice,121 umm, �I rr L lmm ty N I Exhaust Duct ,Thra Soffit f" Exhaust Duct Thru Wall P GFCI tInstall owlet w under disc. Q not shown for clarity PO lght In attic / / O l \ 1 OPTIONAL PANEL / / 15V Amp LOCATIOX_(�e anel I 42"h GFCI Smoke Carbon MarinadeDetector 11 ' G A R A G� E/ / Ccabo order AHU O� II Garage 11/ q Door (VjJj>j Opener / �SBCgND BEDROOM I Center Post Light on This corner Wginne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida L4_ I I I I I I tight to Corner I I I I I I I I m > m Post Light with v Photo call i ELECTi�IC,4L SCALE: 11411 = 11-0" FLAN FBC 230`l.1 Attic Ventin Calculations Total Attic Sppace = 248� sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit w o ./ MODEL: Date Drawn : Revisions : Sheet Comm u 4-1-20 Gr4RA T Drawn by: REVIEWED FOR RIGHT C_C.U_ CODE COMPLIANCE ®-�$ EL NOTTE CD ReBb� ST. LUCIE COUNTY OF 5 w w w w Vent thru Soffit A #1C SEE MANUAL "J" and Energy Calculation for Unit info Exhaust Duct Thru Soffit Wire Four' a Front Post Light Opt. PATIO/SLAB ®\ wP GFCI \ 777`I V / I l I GRF_AT RQOM MASTER BEDROOM I smoke / Carbon AM O 1 O Monewde Detector Combo I - I �B� 1 L01SET 1i I I 1 L. ,,,--- DINING I I GFCI ROOM l ' _ I � , � G C\GFFCI 1 GF( I -I E - .7.7 XJ2„ 3,_2„ 2,1„ - - rile /�- THIRD BEDROOM w I mim/17--v WP Iffirice,121 umm, �I rr L lmm ty N I Exhaust Duct ,Thra Soffit f" Exhaust Duct Thru Wall P GFCI tInstall owlet w under disc. Q not shown for clarity PO lght In attic / / O l \ 1 OPTIONAL PANEL / / 15V Amp LOCATIOX_(�e anel I 42"h GFCI Smoke Carbon MarinadeDetector 11 ' G A R A G� E/ / Ccabo order AHU O� II Garage 11/ q Door (VjJj>j Opener / �SBCgND BEDROOM I Center Post Light on This corner Wginne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida L4_ I I I I I I tight to Corner I I I I I I I I m > m Post Light with v Photo call i ELECTi�IC,4L SCALE: 11411 = 11-0" FLAN FBC 230`l.1 Attic Ventin Calculations Total Attic Sppace = 248� sq. ft. Venting Ratio 1/150 = 16.58 sq. ft. required Provide A Continuous Vented Soffit w o ./ MODEL: Date Drawn : Revisions : Sheet Comm u 4-1-20 Gr4RA T Drawn by: REVIEWED FOR RIGHT C_C.U_ CODE COMPLIANCE ®-�$ EL NOTTE CD ReBb� ST. LUCIE COUNTY OF 5 w w w w " =LIFE SAFETY WARNING standARR NGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH This symbol identifies Life Safety Warnings that should be read Do not Stanon trusses until they are braced per given special attention by all persons installing trusses. 21' _ 16 DON'T LIFT TRUSSES N N m m m m m m �. WITH SPANS LONGER TH 30' BY THE PEAK. CONSULT BCSI N I J2 ED J4 J6 GRC AR BCSI & properly nailed to Straps & hangers 0 Wdommi FOR on 14 loplo All Al Ai I A l FR F-1 A N I� 1 F2 NOT UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES Al 13'-72" /12 I 2 IN . z ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR a ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT I Al 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 If shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss ti s �-. A - A 2 A WinnO F— N LL A A w -1 d �wU i Qz o A m U) LU Q SEAT PLATESBY CH AMBERS A Z,�Z 0 A A T SETBACK BOSTON HIP TRUSS BH7 INDICATES LOAD BEARING I) REQUIRED BY TRUSSES SUPPLIED BY BUILDER GRB AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR v LO A %ZL 12 ir) a.00 r— o Jc, - - 8,_1e -- — -- — —— — — —— — -- - -- --4 - heel =3 15/16" — - 15 -10" 5,-4„ PLUMB CUT END 35'. B B B GRA in JC O (V � CV a 1' 84 1' 64e 9' 6" ' 2, a 2 x 4 Top Chord /� n BEARING HEIGHT 8'-l" GARAGE LEFT 21' 14' 2 116 1" 2 116 iV J2 cli J2 '. J4 �. J4 O as GRIC A6 A3 A2 I GD Al 'v N 121 INT. 13'-72^ Al I I Al Al `\ �I Al to Al � 1 J y_ Al A A 7 2 tL' A W NO A QCO Q wJa 111 A 3:WU cz LU U) A W - Z�Z A IF (V co \ A T SETBACK BOSTON HIP TRJSS BH7 N ) F- GRB FF B (n .F� J3 s m m m m m m n ul m e GRA o ,fie s o JC in JC - lb---------------------- - - - - - - - - - fV NEv 1'-4" � �-64" 15'-10" 35' FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED The legal description of the property where the trusses will be Installed Is: The undersigned acknowledges and agrees: will be m 1. Trusses aye In strict accordance fulh this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses. 2. All dimensions In this layout have been verified by the undemlgned. 3. llnlssa written notice b proWded by cadlfied mall to Chambers Truss within on (10) days of delivery the undersigned agrees that no backchorges will be allowed. -In the event such wnaen notice Is furnished Chambers Trues shell have three (3) bu5ness days In which to begin repairs required; or to subsUMe other Wsses, et Chambers opUon. 4. The undersigned acknowledges receipt of "BCSI 143" summory sheet by'TPI & WTCA. 5. Delivery is to job sits. It Is the buyefs'nesponsibllity to make the job site suitable for delivery. Chambers Truss has the sole authority to determine the sultabllity of the job site dr a portlon of the job site for delivery, Chombers Truss will be responsible for dump delivery only. The buyer Is res onslble for additional D delive ry a expenses if Chambers T rs rde delivery ry xP s to re deliver because Job she Is not prepared for delivery or buyer is not prepared for delivery of trusses. 3uyer is responsible to Chambers Truss for towing costs duo to she conditions. S. Price as shown I paragraph 7 q p g p below is subject to change It any changes are made in this IayouL A $50 per hour fee for revisions may be charged by Chambers Truss. -- 7 This is a PURCHASE ORDER to Chambers, Truss of the sum agreed to, or If nq; agreement a reasonable price. Invoice will be made on delivery and paid within terms of net on delivery. Invoice may, be made at scheduled date of delivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambera.TNss reasonable attomsy's fee for collections In event of payment not timely made. 1-12 % per month. service - charge will be. added for all sums not paid within terms, 5. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. B.In conaiderotlon of Chambers Truss extending credit for this materiel the undemigned unconditionally guarantees payment when due of any and all Indebtedness owed to Chambers Truss by any entity recelving material and the undersigned agrees to pay such Indebtedness including attorneys tees, if default In payment for materiel be made by the recipient. 10. In the event of any litigation concerning th!s agreement, the items furnished hereunder or payments referred to herein, the, parties agree that the sole venue for any such action will be Saint 60cle, County, Florida. 11. Design responsibilities are per "National Standard And Recommended Guidelines on Responsibilities For Construction Using Metal Plate Connected Wood Trusses ANSI/TPIANTCA 4 - 2002— DATED •� SIGNED FOR - TITLE A spreader bar maybe re9t#ed per "BCSI 1-03 to prui ent Injury & dainago• Multiple ply trusses must be fastened togethar per engineering before they are set; failure to do so can resul4 !n roof collap�s. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet Included on delivery before setting trusses, Trusses must be set and braced Pet'deslgn to prevent frtjtAy & damage, Trusses must be set plumb and square Do not set bunks or stack of plywood, roofing material or any other ctihoentrated loads on trusses, this can cause collapse. DO NOT SET TRUSSES USING THIS LAYOUT USE LAYOUT DELNERED WITH TRUSSES TO SET TRUSSES 1HAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce; Florida 34982-6423 800-551-5932 = Fort Pierce 772.465-2012 Fax 772-465.8711 Vero Beach 772-589-2012 Stuart 772-28W302sh-' ..double Jw1-9 approval ispresentaYiva_•s P dra $a� check.. NOT a The contractor ,hail rtho contractor. for checking field in sin' responsible Other constrp;�tion cater arementsand rev evapprof trussVats enerat roof structure c ape t s froeys PPin9, and l°9 gravl a Y and di s on an etiv d Cheer res upfit load Vie locati Approved gy Date: - AA eh 92.0/93.2 MITEK 4.2 gradg W DESIGN CRITERIA Braden "a• P.A. County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 0 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Roof w o Loading in PSF Roof R.D.L. Top Chord Live 20 o � c "Top Chord Dead 7 4.2 c� Bottom Chord Live 10 Non -Concurrent w �m Bottom Chord Dead 10 3 d > TOTAL Load 37 7.2 y Duration Factor 1.25 w 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 Building Designer and/or En ineer of Record. Chambers Truss Inc. Drawing Name: Ml1324 LL Scale: 1 /4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By: L_ Date:07/19/12 Revised:03/21/18 (♦ ^� FOR Revised: 3/05/2020 WYNNE BUILDING CORP. DESC IPTION: GARAGE RIGHT V1 33 P-lov-5 �d 14(�: E C ER INITIALS EACH PAGE . LU 1 8U 27 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT 1 4 -776 09"'