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Home My WebLink AboutBuilding Plans5/8" thick x 6" finished stucco Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411451.12 26 ga. 5v crimp metal roofing attached to plywood deck using 99 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 �5/8" thick II ht textured -i stucco on typical concrete -I block construction LEFT ELEVATION 12 SLOPE 4 3 -' r---------------------------- Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (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 4" o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment staggered on this sheet I uI SCALE: 1/4" = I'-O" ELE\/ATiON MOTES: - Overhangs at 1'-0" unless otherwise noted on Roof Plan - Roof pitch at 4:12 unless otherwise noted - An( changes to tfils plan shall be submitted to the architect for approval in writing prior to starting construction. - Return ALL Stucco Bands into Window or Door. 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" ens laps fastened with corrosion resistant tin caps and with 1-25" ring shank nail sppago L" o.c. at all laps and two staggered rows 12" o.c. in field. Attac dec to trusses using attachment detail on this sheet 12 'SLOPE 1.4 �■L■J 5/8" thick light textured stucco on typical concrete block construction REAR ELE\/ATION Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 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 6" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L" O.G. sit all laps and two staggered rows 12" o_c. in field. Attach deck to trusses using at data on this sheet ©❑ SCALE: 1/4" = 1'-0" 12 12 SLOPE 4 SLOPE 4 T 5/8inished stucco '° F+ ® a 1� 5/8" thick x 6" smooth finished stucco bands L24-. ® ® ® ® --------------------------------- 5/8" thick light textured stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NEg Product Model Manufacturer Glass Attachment method TEST tion Da Design Pressure of Approved Tests 1.2.3 t4 FLU 23358.2 Single Hung SH 4100 Impact CGI 5/IL" 1/4" die. tapcons w/ min. 1 mien. spaced eses specified 3/ penetration to be to in Product apppro approval + 55.0/-65.0 psf A IL-0330.02 Garage Door Model 824/811 9•-4" max width IL'-O" max height DAB EF7Overhead sc ber"vwf neti a .°c°""w1�`+siatc s..�..�i=..t a �.. i c " i7�siliereerm°Am'::i°�r`«Cie`neainns ,.,, eri .as. ae.ne. _� w ere:u, awn'9 w oredw: ap,rw.i 10-9-21 +50.0/-60.0 psf B FLU 16614.1 Fiberglass Des9ko Smooth Pron Pro Jeld-Wen I/4" did. tapeon with min 1.25" enibedmeM. at 3" max from corners and n.5" ox. max thereafter in head and jambe + 50.0 PSF C FLU 29018.2 SlidingGlass Door Series 4130A SGD CGI I" nom Type 'GSA I/4" da. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge datances specified in Product approval + 55.0/-65.0 sf - p Product NOA/FL NUMBER Model # Manufacturer Attachment Method TEST rap•ation Date Design Pressure of Approved Tests Mullions 18-0129.08 1" x 3" x 1/8"t CGI Install using (4) 114" tapcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + 60.0 PSF Roof FL# IIL51.12 5V Crimp Metal Roofin g Gulf Coast Supply and manufacturing 2L ge Sy crimp metal roofing attached to plgwood deck using 841 x Ig` wood seises with self seatng rasher at 12" o.c. max seating over ASTM D (type 2) 30 Ib relt underlayment installed with min. 11 oifl laps and 6" and laps fastened with corrosion resistant tin caps and with 1. 5' ring shank nails rced L ". at all laps and two staggpared rows 12 o.c. in field. Attach k to trusses uarng attachment detau on roof 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 to battens using 0.12' dia. x 1.5" Iona rina shank nails with 3/8" di . 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 2" x 4" top plate 1/2" drywall ceiling on truss bottom cord I/2" drywall on 2" x 4" studs at 14" O.C. base -board -----\ 11 11 .,2" x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 6'xV #10/10 WWM on L mil Visqueen over clean compacted termite treated fill interior Non -Bearing Partition nts Braden It Braden AiA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaticomcast. net Stuart. FL 349% #AAC000032 5/8" thick light textured / \ Return Stucco banding stucco on typical concrete back to front door wall block construction as shown FRONT ELE\/ATiON Wynne Building Corp. The Cottage Spanish Lakes St. Lucie County Florida SCALE: 1/4" = 1'-0" 8" thick x 6" smooth finished stucco bands 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: Lth Edition and ASCE 1-10 for Wind Loading Bmidilni Design is. Enclosed Risk Categorg: II Wind Velocity: I45 mph ultimate Mean oaf Height: II'-0" Roof Pitch: 4:12 OV09 Internal Pressure Coefficient: +0IS Subjectability to damage from: Weathering: Negligible Termites: Veru Heavu Width of Roof End Zone: 3`-4" Wind Speed: I6.5 mph ultimate Wind Exposure Classification: C 1.21 x O.L = 0.12G Adjustment factor for Exposure Height: ASD dengn Load Combination. ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.LIAL Components t Cladding Wind Pressure (NET) Roof Zone. I. +20.6/-32.4 psf Roof Zone: 2. +20.6/-51.0 pat Roof Zone: 3. +20.6/-84.O psf Components t Cladding Wall End Zone Width: 3'-4" Components t Cladding Wind Pressure (NET) Well Zone: 4.+35.8/-38.1 psf Roof Zone I Wall Zone: 5. +35.8/-41.8 psf Walls Zone 4 Components t Cladding Wind Pressure (NET) on Garage Door: +32.0/-40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? = Roof Zone 2 es Walls Zone 5 Are Components an Cladding Detai s Provided? Yes END ZONE Minimum Sal Bearing Pressure:2 500 pal. Presumptive: X Bg Test: psi = Corner Zones SEE PRODUCT APPROVAL ; O IMPACT PROTECTION F ROPE INGS Roof Zone 3 ROOF LIVE LOAD: 3-1 pat ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: `1- Pat FLOOR DEAD LOAD: 10 Pat JOB ADDRESS: GARAGE RIGHT Date Drawn 3-24-20 Drawn bg: C.C.U. Checked by: D.R.B. Revisions : Sheet Comm # FILE COPY 19-221 *t,1E=4E W"D941 OF 5 ST. LI ICIE COUNTY ( QSOCC rFLOOR PLAN TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 2. proceeding with work. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc.., to have a minimum IAOO P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord -1. of trusses with screws per FBC R-102.3.5. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department 13. surveyor to set in field. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door w.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 -developed index of not greater than 450 per FBC R302.9.2 16. 11. Wall and ceiling finishes shall have a smoke All exposed attic insulation materials installed on attic floors shall have a critical radiant Exposed foam plastic insulation Masonr Beam I" x C P.T. Buck nailed to y with "aria flux not less than 0.12 watt per square centimeter. materials exposed on the underside of the roof deck or on the attic walls shall comply prior tttaehmend p 18. with F.B.C. R316 - see permit info box of code edition G(��(ppsum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C` O C1014 all (FBC11 R�OCI 3 5j C1395, or C1396 and shall be installed ,nC1002, Thickness Location Orientation Framing Member Max spacing of fasteners Nail azrn options for installation a dr4mall into Spacing MaximumNeils be wood framing memrs Screws 2' x min. thickness Ceiling Perpendicular 24' 1' 12" 13ga 1 3/e" long with 19/44" head 0.098" diameter x 11/4" long annular -ringed or 5d cooler nail 0.080" ilia. x 15/8` long with Either 16" 8' I1. Walls Direction IS/L4" head OR Ggpsum board nail 0.08L" dia. x 1 5/8" with 9/32" head. Coding Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head 0.098" dia�Rer x 13/8" long annular -ringed or Ld coder nail 6„OR din. x I i/e" long with 16" Walls Either Direction IV e" he 1/44 head I/4d OR Gypsum board nail 0.0915' die. x I I/e" with l9/L4' head. Install SGD thru buck into block with 3/I0 tap -con with 1 1/2" penetration at 6" o.c. max from each corner and 20." o.c. max thereafter at head per product approval Use 3/14" tap -con with 1 1/2" penetration at L" ox, max from each corner and 20' o.c. max thereafter at sill per product alprc 19. ALL ceramic A11I,tile sur a es inks and installed shall conform to ASTM A108.1 thru A108.6, A1020. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM be128 ed as backk backer foOR r ll the and wall I tile Iindtub areas and manufacturers panels shower areas. 21. insulation including facings such as retarders or vaporpermeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, , crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 450 when tested in accordance with ASTM E 84, Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2(.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 L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank marl& deck to trusses usinglattachmentadetai onethisashoot o.c. in field. Attach Simpson HETA 20 or equal hurricane r�char at ach truss 12 with (10) I'Od x I I/�" nails PRE-ENGINEERED TRUSSES ( 24' o.c.) supporting Max 4 �- at 24'o.c. TYPICAL Is101bs uplift \ (shop drawings by manufacturer) -� --V\R-30 blown fiberglass Aluminum Drip Edge t Fascia in bottom chord or trusses 1/2' drywall with smooth finmh 2" x L" Sub-Faacra Two rows of boom block Pilled with concrete and (U 95 bar cant. in each row. Substitute Kaycan fill o vent vmyI soPtrt metalled long precast lintel filled with concrete and (1) #5 bar cunt. for bottom row over openings using 1/e' dia shank x 1.5' galy. roofing nails with 3/8' dia. head par product approval - we chart sheet #I " " 1/2 drywall over I x furring R4.1 ri-foil strips at IL" o.c. with insulation on tlipncal 8' Block walls All drywall to be installed per FBC R"102.3.1 5/8" thick light textured is light and shall meet all pertaining ASTM codes. stucco t concrete in Mortar to be Type 'M' onlgg proportioned per FBC R401.1 block construction and Mortar Jonts shall comply with FBC RLO'1.2.1. Provide Dur-O-Rock at all wet areas (ex showers, tubs etc...) #5 bar vert. w/ 30' overlap Fill cell with concrete and (U #5 bar vert. (typical). at each Pilled cell Max spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR L")d' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill cs Grade �' -- - �- --d - -��I III_ 14"w x 18 Concrete tooting 7i with (2) #5 bars cont.and # 5 " s at 48" o.c. I"t transverse bar AREA CALCULATIONS Living A/C = 1,304 sq. ft. Front Porch = 23 sq. ft. Rear Porch = Ile sq. ft. Garage = 303 sq. ft, Total Under Roof= 1150 sq. ft,, Total Cubic Ft = T AAV 1 To Septic Head f ixed door sliding door 1 1/2" 281 KTICHEN 2" I MASTEM BATH 2" J BATH 3" 3" FLAUNDRY PLUMBING RiSER I" x 6" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Bottom Trac_`-Tilpical Flooring>�. Bill Install SGD thru buck into block with 3/16" tap -con with sliding D O o r D e t all I penetration at L" .0 max fromom each corner and 20. o.c. max thereafter at Jambs per product approval Jamb At Masonry Wall NTS Window Schedule ark Size Rou h O en. window Description PRESSURE ZONE FI. 4'-5ye'x 4'-2Ye' "y""x 5O%" Single Hung ZONE 4 I 2. V-2ya"x 5'-3 ia" Is' x toe /4" Sirgle Hung ZONE 4 7-2yz"x 3'-23'e" 21%"x 38%" single Hung ZONE 4 4. 3'-I yak 4'-2 N'e' 38ys"x 50Ye" 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 by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough O ening Door Description PRESSURE ZONE A lo'-O' X 9'-0' 120" x 84' overhead Garage Dos' ZONE 5 B 3'-0' X 6'-8" 41 i4"x 83�:' l2dwilgilless Panel - Inswing ZONE 4 C L'-ON X L'-8' 14, x 81 ri' °oi" Sliding Glass, Door ZONE 4 Soli Core - Wood - L-Feral -Sr-Fold Finahed 32' x 81'/2' D 2'-8" X C-8" E 2'-8" X L'-8' Schd Care - Wood - L-Panel F 2'-8' x V-8' x 1 N' Solid Care - Wood - to -Pawl - Packet G 2'-8' x v-8' x I %, Solid Cora Wood. Steel. or Mason to Door (20 on rated) H 5'-O' X L'-8' Solid Care - Wood - Packet J X-Le X V-8' Schd Care - Wood - L-Panel - BI-FOLD K 2'-8' X V-8' Solid Core - Wood - L-Panel L 2'-0' X V-8' Sohd Core Wood, Steel. or Masorete Doan (20 on rated) M 2'-0' X L'-8' Schd Care - Wood - L-Panel - BI-FOLD N 2'-L' X V-8' Solid Con - Wood - L-Panel JL ALL Exterior doors to withstand pressures stated in permit info box on sheet 41 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 by contractor with manufacturers specs prior to construction I 0 35'-0" I I wl I I Offio0 00 ONE o COV RED - - PO PCH DEN MASTER ©= BEDROOM r I p v VUC © 4-0 V oN aoo r� oaIL o H I co © Ln o I 87 W J ° GREAII ROOM v o o i CLOSET I vinyl N I =°= A T ®® O Ln B 5' O 9'-2" O jU I PWD Wrly"osRe `" DINING ROOM 1 �r O I Tankless WI I o H B I mounted aboveI 48" a.F.f. � I O I 31' x 3L'1 m� --- -- 1-1 kt� Access �_ w�p =_______= ---� 15P ©ACK Meter il:m� vinyl Help noosu ANACK D1 pRYMR GARAGE l�,4UNORY o KITCHEN F b o r------------------- I rs7a] l d kl °a o I 1 I H.B. ENT Y O A/C /8" drywall j 1 w STORAGE I LnI 1 Ce] �O t ODISIC'jl L 0 Q DO Install windows 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 .iambs and 20' o.c. max Exterior Pace at head and all per product approval of wall -\ / \ Buck to be I" x 4" PT Detail at Windows I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment NTS `I2'-4 %s12'-4 ALL WiNDOWS TO HAVE DRYWALL SILLS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 2'-8" Attach buck to block wall with 1/4' dia. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru Exterior face 2" x 6" PT Buck REVIEWED FOR I wall apes CODE COMPLIANCE ST. L'UCIE COUNT1 #8 Wood screws thru Jamb into buck at each hinge and 15" c.c. max and O e t a l l at Door prior to door attachment NTS TYPICAL SECTiON Scale : 1/2" = 1'-0" 1 lClUl.. I U7Z,/-II- INv I T__v I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2500 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 b 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 S. 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 41 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-16, 6 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 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. FOUNDATION FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = I'-011 for approval before proceedinq with construction. Termite Protection for New 2. Contractor shall be responsible for verification of all Construction. 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 Soil treatment used for subterranean termite after prevention Inside the foundation perimeter shall be done after all 4. Verify all recess thickness at showers, tile, etc..., excavation, backfilhng and compaction is complete. S. Contractor to provide filled cell with concrete and 1 #5 bar Vert. at 48'I If soil area is disturbed after initial chemical sail treatment o.c. max. Provide (1) filled cell on each side of openings up to 5'-II"wide. shall be retreded with chemical soil treatment Provide (2) filled cells on each side of openings from 6 -O to of -II„ inframed and Provide (3) filled cells on each side of openings from 10'-0" and up Treatment must be in accordance with the rules and laws Contractor to see plans for any Other condition Used. Foundation walls established bg the Florida Department of Agriculture and shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose -1. Contractor to provide for soil test prior to construction and provide p P containing materials and shall receive application of termicide in annular space between sleeve and pipe. h t t f view rior to construction a copy of soil test to arc i ec or I p 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-301 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. #5 bar vert. w/ E 30" overlap Fill cell with concrete and " " E at each Pilled c (1) #5 bar vert. (typical). Thicken edge to II _ Max spacing shall not exceed with concrete and 4" concrete slab with flbermesh OR Wood 48" unless otherwise noted one #5 bar continuous 6"x6" #10/10 WWM on 10 mil Vlsqueen over o Contractor to provide see foundation plan notes for clean compacted termite treated Pill proper foundation chairs Base spacing at openings Por proper steel installation 4" GRADE concrete slab with flbermesh OR 6"x4" II WWM on 6 mil Vlsqueen over /clean compacted termite treated fill Grade °p _III III- III Ili i (III I �i�, -i�,,• kIIIi�� - �14"w x 18"d Concrete footing with (2) #5 bar* Cont. and 5 transverse bars at 48" o.c. F I 1 TYPICAL FOOTING DETAIL SCALE 1/2" = I' ,4" concrete slab with flbermesh OR Vxb" #10/10 WWM on 10 mil Vlsqueen over clean compacted termite treated fill #5 bar cost. Step per foundation plan Grade CV #5 bars Cont. bottom steel F 12" ' � DETAIL AT GARAGE STEPDOWN SCALE 1/2" = I'- 12' x 12" concrete column block filled with concrete and (2) VI bars Vert. tied into lintels above Top of rooter 16" below finished floor #5 bar Cont. in Curb height =V based on foundation ulan- ,30"x30"xl6" concrete column footing with (4) sty bars each wag )ETAIL SCALE 1/2" _ m 30" min. #5 bar vert. w/ 30" overlap Corner Steel Lap at each Pilled cell nts Fill cell with concrete and (1) #5 bar vart. (typical). Filled Cell Masonry Column With One Max. spacing shall net exceed ##5 From FootingTo Tie Beam ood 48" unless otherwise noted see foundation plan notes for Cone. Fill To Be 3000 PSI ass spacing at openings See Floor Plan For Location / 4" concrete slab with flbermesh OR 111 #10/10 WWM on 6 mil Vlsqueen overL� / clean compacted termite treated fill 14"w x laud Concrete footing -- with 11 #5 bare cont. and #5 transverse bars at 48" c.c. ARAGE CURB LE 1/2" = 2" x 6" PT wood secured 'with 1/2"die. x V 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 NTCJ IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. .09 JLnwa Single Filled Cell Column NITS Filled Cell Masonry Column With One 25 From Footing To Beam Each. Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 1A�,-n„ 12" 8'-10" 25'-2" ".' Li ©Q Q 'r I FI FI I Rear Patio/Slab I I to be poured separate from the house slab. I I I to I LU I a I IO O I I u UUM I N I I o o aor o oa I FI aN WN-------� I f7 I Rear Patio/Slab to I be Plush with bottom or I sliding door recess. Slope 1/2" I to of I I I 4" concrete slab with flbermesh OR 6"x6" 910/10 WWM on 6 mil Vlsqueen over M I clean compacted termite treated fill I o I I "os RC i r — 'I I ---— — I sq I i l Tankless WH I l3 A/C #kl 0ID H B O I i mounted above ©I I Id 0 m o 15 Amp Meter i - mw I £ anal STACK 111 ° ° WASHER( I aij: Q I DW I r — ❑� AND IRY@R IA I0ovl e- l IL a J I n sO t o ©tu �o� I lea N oa I I Q q alFl I° Az° I I p '� # FIJu I I o J FI N in o — r— p p p -77 i C D O O D N O f7 1.5 Recess fot7 a 'Garage Door 101-01 ei I FOOTiNG SCHEDULE Mark amDescription I 14"W x IS"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 124D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS 30" x 30" x I6"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x S"D THICiGEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ®14"W x 18"D With Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-O" ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" COX FII wood 4. Use nails or screws bas d on pressure for roof stated in permit info box on these plans for zone 3 Ke Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 14 psf Zone 3 q R 4 of8d ring shank 84 psf ** Zone 3a 4" 6" 48 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 Column Verify with Plan =0 Vxl Rebar Rebar 48 Bar Dia. Min. Overlap to Lintel Attachment BEAM SCHEDULE Mark Size and Descri tion Two rows of beam block filled with concrete and 1 #5 bar ®1 continuous In each row. Hook vert. bar over top bar with #5 90e bend bar with a 10' min. lap at top bar. Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel Into continuous beam block steel. %-., Provide Cast -Crete T BU8-OB/OT precast -- [Intel set in mortar _ Min. 8' Staring - Provide #5 bar set in pre -cast lintel into beam where length of the opening calls for it. ovide PT Buck rid he to r janimmb led call 4' Pre -cast Sill R-11 b Filled Cell r #5 bare with min. 48 bar re overlap in filled cell. Tie all steel into continuous steel. Concreteoot F tag (see foster schedule for moot eaes) DETAIL AT WINDOW OPENING IN CBS WALL Scale. 1/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nall 2' x 4' blockmp to vert. hip of true nth III x II naih) at 4' ac. n Install Sompson MGT into awn 5/8' dw. threaded rod set inn. & \ into wet been and (22) 111 nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i/8" thick light textured st cco mst [led per ASTM C 92(. over ASTM D type 2 papsir backed wire lath nailed to substrate through one layer of ASTM D Type 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plgwood nailed at L o.c. in field and edges with 1Od ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL WIL51.12 2i ga. 5v crimp metal roofing attached to plgwood deck using #9 x 1.5' mood screws with self sealing washer at 12' c.c. max spacing over ASTM D (tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and V end I fastened with corrosion resistant tin caps and with 1.25" ring shank nails apaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detml-on this sheet LINTEL SCHEDULE Mark WI Unit r Idt Lwitel sae Cast -Crete S @cAcation Raw of . . Abo✓e k Bettaw 8twi tap stssl MOL LGoed (PLPI Max. Loomed fPLF) MOL Lend (PLF) L22 2'-2' 31-V slue-OBAT 1 85 3O611 111 1024 L31 ;-i8, 4'-0' 811"8-OB/IT 1 s5 266I 1343 163 L45 4'-V V-1I OPe-OB/IT 1 85 606 909 334 L50 5'-O' C-L' SIR8-09/IT 1 05 On 835 TA LLO C-8' T-A' GP8-06/IT I so Ion '121 534 L80 8'-O' 'r-4' aP"5/2T I #5 2 86 152 Ism 512 L10 ar-00 IC'-L' OP8-I5/2T 1 IB 2 t6 643 530 401 L,OB T-O' 10'-L' SPIL-11I ONE 1 #6 2 s6 533 n83 401 LI00 I 10'-O" 1 I1 OPe-I5/2T 1 03 2 85 682 1 494 452 LIOOB IO'-O• 11 81'IL-11151 1 ONE 1 1E 2 85 13" 1028 452 L120 12'-O' 13'-4' GPO-I5/2T 1 85 2 s5 411 428 324 L1208 12'-O' 13'-4' 81'IL-11I ONE 1 $5 2 #5 1015 TIC 324 L140 II li'-4' aFIL-IB/2T ONE 1 e5 2 85 1290 L01 1 251 LILO IL'-O' I7'-4• aF8-15/2T 1 85 2 85 300 H2 114 LILOS IL'-0' 11'-4° SPIL-15/2T ONE 1 $5 2 •6 160 500 114 - 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 HETA 20 or equal �(IOIve l4trmtif0) ( 24' o.c.) sup orting Max I810lbs. uplift Alwanum Drip ---'�� Edge E Fascia /dt3au-- Xil2„ 2" x L" Sub-Pasci Kagcan full o vent virwl soffit installed umrip 1/8' die Awk x IS" long gale. roaring nols with 3/8' dm. head per Oro approval —see chart ehset #1 12' x 12' concrete column block filled with concrete and (2) #1 bars vert. tie into lintels above thicken edge to 8'x8' with concrete and -� one #5 bar continuous BEYOND Top of looter IL" below finished floor ta r 12 41 Aluminum Drip - Edge t Fascia Flesh and Counter --- flash Neil ledger to gable and truss with (2) IOd as at each web hrnb krth vsraeal ww i to proved raLsei mW 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Trusses at 24" o.c. re shop drawings bg others ceding transition i=� ded using metal studs arifg exact configuration no Batts batts Drgwaii ceding see tgpical section Nation Detall nts Brace Gable end with 2" x 4' SYP #2 8ft back nailed to bottom of top chords wing (2) IOd nails at each truss `RE-ENGINEEFkED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord or trusses I/2' drywall with textured finish Two rows of beam block filled with concrete end (U #5 bar cent. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cunt. for bottom row over openings 1/2" drywall over I" x furring stripa at IL" o.c. with R4.1 fi—foil Insulation on tile, ypical 8" Block wails All drywall to be installed per FBC R-1O2.3.1 and shall meet all pertaining ASTM codes. ao Mortar to be Tgpe "M" off proportioned per FBC R4011 and Mortar joints shall comp l; with FBC RLO1.2.1. Fill cell with concrete and (1) #5 bar vert. (typical). Max. spacing whall not exceed Wood 48" unless otherwise noted Beam see foundation plan notes for spacing at openings ' , �� r e, illll�llllllll ll ll - __ I illl-----IIII II II I I � IIII ��IIII IIII 'III- li' �li—III IIII 14. FI LII I T Qp ICdI Section at Front Ford Scale : 1/2" = I'-O" ;%rimidwon t ;RrjtA on 2 1n Q H 2 HETA 20 <1ETA 20 I n Q eter I ROOF FLAN 0TVIEWED — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET ST. LUCIE COUNT': — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET BQCC — 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 — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION PANEL "A" Pokrs BR Land Win Description arcs aro8 Desenptan Wm Load OR False 1 20 1.2 ke 812 Refngsretor I R a6 12.0 Its 60 2 I 20 1.2 Im a12 Clothes Washer 3 1 20 1.5 kw 812 Kitchen S.A.C. 6 6 Dr sr 810 5.0 ks 30 2 1 20 1.5 kw $12 Kitchen S.A.C. i e 1 20 - $12 Bathroom Recspts 4 10 Air C sor a10 5.0 ks $0 2 1 20 1.2 ko all DoihemMr II 12 I 20 1.2 ks aIZ Microwave 13 14 Mr Ha $10 6.0 its 30 2 I Is - a14 General Lighting 16 It I 16 814 Gerwral Lgh" 17 18 WH a8 1.6 Its 1 15 814 General Lighting 14 20 $201 I 15 - 414 General Lighting 21 22 as 16 kw 1 IS - 814 Goiwral Lightxq 23 24 spare 26 26 Goo a12 0.81 K Spare 2-1 1 28 Spero Spare 29 1 30 1 opera PANEL "A" LOAD CALCULATION SHEET Load Description at , Watts Total(Watts) Small, Appliance, CircWt(s) ......... ......... ........... R4Dg4. ......... ....... .............. . RePrlgeraior , , , , , Microwave ............................................ Dish Washer Clothpa. Washer .. ............ ........... .................. Water Heater. Gera a Door O ,nor I1109 3 4.821 2 1.500 3.000 1 12 000 12 000 1 1200 1,200 1 1.500 1.500 1 1.200 1 1.200 1 1200 L200 1 5000 5000 1 15,200 15,200 1 810 810 Total Watts 45.931 First 10000 Watts 0100% 1 10.000 10,000 Remainder 35.931 e40% 1 O 14.348 Electric Heat or A/C 10,000 045% 1 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electrical Symbol Le end $ lannale Pole Switch ® 11111locessad Can Light $+ Double Palo Switch ® E wbay Recessed e Push Button Switch Exhaust Fan Duplex Outlet Calling Mounted Light Speed Receptacle ♦ WaU Mounted Light aterpr gr au erreuat Light with Pull Chairs (attic) ® Floor Duplex Outlet © Computer CornecrLm Jack ® Carbon Monoxide Detector 4i:� Flood Light Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® awake Detector Caring fan ® Television Jack ® Telephone Jade A � C A/C Disconnect ® I x 4 Florescent L ht ® 2 x 4 Florescent Light ® Speaker Hook -Up I = JUNCTION BOX TO SUPPORT A FAN 0 se THERMOSTAT LOCATION B/A = BALANCED AIR PIRLD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C (3) ul THHN Copper 2" PVC Schedule - 40 conduit 48110 PANEL 200a rated meter can 2" PVC ( FPL)-� schedule 80 2' rigid sarvica FPL rode ELECTRICAL RISER bonding pant - Contractor *hall use AL-CU Lending lugs. - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering #2/0 AL SER Cable With #I Grnd 2" PVC Sc 40 conduit into attic 200a rated meter can 2"PVC (FP schedule 80 2' rigid sarvu A/rC--di-elc. LJ 1 IS MCS PANEL bonding Pant GEC Bary(t)BL, 8V16aluven,ad ground rods _ ALTERNATE SERVICE ELECT. 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 equipm RISER! NTs 124 CFM 10314103,111 COVERED PORCH DEN M STER B ROOM 12d A 14912xLC%1 F�1 \ I \I �Te I 124 CFM I i I 10xlOxl I I 18x4x4 I 14x14 `- 5 CFM I 8x4x4 12 6%A GREA-t ROOM '`'® ° I I C SET 112 CFM Cis 112 CFM IO)dO)dS I 1a>do T> mo A T I 19 CFM H 8x4x4 I 8x4x4 PWD aRE DINING I ROOM I Tankless WH H.B.1 mount48"aa.f.f. bove ® - 142ttu Access L.tti ! t -_= 15PaAmp ° ° P IIou aa tACDW IIll CFM 14 All oo 3 CFM GARAGE 12ratxl Rf 20x2OS ic4 KITCHEN 1 I I 1 ceiling - lion L ft u Nb R I I \\ I 38 CFM ENTRY 8x4x4_ MECHANIC,4L r------------------- i I I I I I I I I I I I I I I I LAYOUT SCALE: 1/4" = 11-011 ELECTRIC NOTES: I. Use copper wire only from panel to devices 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before routings to 2. Provide and wire a required smoke i Carbon free of defects for a period of not less than two years from ordering. The contractor shall provide circuit 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. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans 4. service and provider. ALL bath and kitchen receptacles to be GFCI protected. charge and shall include replacements or repair aP any or as selected by others. 5. ALL exterior outlets to be WP/GFCI protected. other phase of installation that may have been damaged. 22. All raceways and pipes placed in or through any concrete L. Recessed cans to be installed per NFPA requirements. IL. It is not the intent of these plans to show every minor detail slab shall be spaced a minimum of three diameters of the 1. Tamper resistant AFCI receptacles are required in of construction. The contractor shall furnish and install all for a complete electrical system and provide all largest conduit or pipe from any other service. S. ALL rooms. A/C Return Air Balance Must comp)gg w/ FBC RMIL02 items the requirements necessary for the equipment to be placed in 23. All exposed wire below 9'-I" shall be installed in metal EMT 9. A(C RefrigAr�rlt lines that are run Lhru slabs must be proper working order. conduit. a saved in G IT All work *hall be done in accordance with the N.E.C. and 10. ALL A/C Equipment shall comply with energy calculation shall comply with all local codes and ordinances, and shall local 24. Dr er Vents to be installed per 11. All work shall be performed by a licensed electrical meet all standard requirements of the electric utility FByC RM1502 contractor, the completed s stem shall be full g operative. and telephone company. 12. Contractor shall pay for all Fees, permits, testin , and Inspections including blower testing where required. Ia. The electrical system shall be completely and effective)g N.E.C. 13. All work shall be coordinated with other trades to avoid grounded as required by the latest edition of the 14. interference with the progress of construction, All required insurance shall be provided for protection 19. All material shall be new and shall bear underwriters against the public Imbilitg and property damage for the labels where applicable. Braden It Braden AIAe PA Architects - Planners 411 S.E. Coconut Avenue Tel (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net 5ku eter H.B. H.B. -a Wire For Front Post Wynne Building Corp. The Cottage S anish Lakes St, Lucie County Florida Light with cell Date Drawn : Revisions 3-2L-20 GARAGE Drawn by: RIGHT C.C.U. Checked by: D.R.B. Install oulet under disc. ,&_n�ot shown for �, clarity REVIEWED FOR COPE COMPLIANII STA LUCIE��`C//++OUNI BOCC Sheet Comm # 19-221