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HomeMy WebLinkAboutPLANSGulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 26 ga. 5v crimRR metal roofing attached to plywood deck using #9 x 1.5" Gulf Coast Su 1 and MFG 5v Crimp Metal roofing FL #IIL51.12 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D PP y P g (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end 24 ge. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D spaced 6" o.c. at all laps and two staggered rows 12" o.c. in Field. Attach (tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and G" end dock to trusses using attachment detail on this sheet laps fastened with corrosion resistant tin caps and with 1.25 ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 12 12 SLOPE 4 4 1 SLOP 8'-I" T-O-B- 12" . � I 12" ., . 12„ H. H. H. 5/8" thick light textured stucco on typical concrete ® ® O 5/8 thick x 8 w cut block construction coral finished stucco bands 0'-0" = Finished Floor Finish Columns with 5/8" thick x 8% cut Finish Columns with 5/8" thick light textured 5/8" thick cut coral coral finished stucco bands 5/8° thick cut coral stucco on typical concrete RIGHT � L � �/� T I O � finished stucco bands finished stucco bands block construction SCALE: I/4" = I'-O" REAR ELEVATION ELEVATI N NOTES: SCALE: I/4"=r-o" - Overhangs at 1 -0" unless otherwise noted on Roof Plan - Roof pitch at :12 unless otherwise noted Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 - A n changes t this i s plan n Shall be submitted b m I t t e d t o the architect wood go. re crimp metal roofing attached to plywood deck using e9 x I.5" pwood 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 6" and for approval in rlting prior to starting construction. laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 I spaced G" o.c. at all laps and two staggered rows 12" o.c. in field. Attach 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" - Return ALL S u e e o Bands Into Window or Door. deck to trusses using attachment detail on this sheet 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 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 Plgwood nailed at V o.c. in field and edges with IOd ring shank galvanized 12 12 nails into truss webbing. 4 SLOPE 4 SLOPE OIL a'-I"T.O.B. -1 12" 12" 712" OL 2" H. 000 5/8" thick x 8"w cut �..: H 5/8" thick x 8"w cut ®®®® coral finished stucco bands coral finished stucco bands a I� 3 5 /8" thick 8"w lam ® core finished stucco bands 5/8" thick light textured BJL stucco on typical concrete ®®® ED block construction OL O'-O" = Finished Floor - - - - - - - - - - - - - - - �AGare a FinisLed Floor - - - - - - - - - - - - - - - - - - - - - - - - -0'-4" A.F.F. 5/8° thick light textured `�'� Finish Columns with stucco on typical concrete ���thick cut coral bands FILE COPY construction RE�I�+ LEFT ELEVATION FRONT ELEVATION CODE COMPLIANCE SCALE: 1/4' = 1'-0" SCALE: 1/4" = r-O' ST. LUCIE COUNTY ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE Product Approval Submittal Affi :?avit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows do Skylights Opening Type NOA/FL NUMBER Product Model Manufacturer Giese Attachment method %ration Data Design Pressure of Approved Taste 1.2.3 t4 FLU 239.3 Single Hun g g SH-100 Impact PGT 5/1G" 1/4' din. topcons s/ min. 1 3/8' penetration f,o �e spaced per product approval. Contractor shell a here to min. edge distances specified in Product approvalnot + 80.0 PSF - A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max. width IG'-O" max height DAB 1 s5�6a¢"yen. wins 3/e' . Miai 4iLc 5Wv. it a sic. t'hw1. e" 7e*`�iP(k:ed�$" d."::omw. In ,` .e �.°i k. a =�F '�' .. .m d IT ads• sari w - ac w . , 'ij edhere to pred¢f epprov.i revrde , rue 10-9-21 + SO.O/-60.0 psf B FL# 14414.1 Fiberglass Deal n Pro/ Smoogth Pro Jeld-Wen Elco 1/4" die. tapcon with min 1.25" embedment at 3" max from corners and 1�.5" ox. max thereafter in head and jambe. + 50.0 PSF G FL# 251.5 Sliding g Glass Door Series 110 SGO PGT I" mom Type GSA 1/4" die. Leptons a/ minn . 1 3/4" peetratio to 6e spaced per product approval. Contractgr a�iall adhere to min. 2 1/2" edge detenees specified in Product approval + 60.0 PSF - Product NOA/FL NUMBER Model # Manufacturer Attachment Method yT Expiration pate Design Pressure of Approved Teats Mullions FL# 261.1 1" x 2 3/4' x .3�5' PGT per fastener type and ppacinga shown in Table IA and IB in product approval on sheet 5 of 22. In + 58-0 PSF Roof FL# II451.12 5Y Crim Metal Resin g Gulf Coast Supply and manufacturing 2G . Sv crimp metal roofing attachad to plywood deck using #9 x 1.5" w screw 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 cope and with 1-25" ring shank nails a aced L o.c, at all laps and two stagggered rows 12" mc. in field- Attach dick to trusses using attachment detal an roof plan - 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T4 12" vented Vinyl Soffit Kagcon Install using 2" x 2" battens at 6" o.c. screwed to soffit framing using #8 ; 3' wdin.xood screws at eac1.5' Ionic rind shh true. Install soffit tc battens using +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 I/2" drywall ceding on truss bottom cord PERMITTING INFORMATION (CORM 100) Florida Building Code Residential: 6th Edition and ASCE 1-10 for Wind Loading Building Design Is: Enclosed Risk Categorgg: II Wind Velocity: 165 mph ultimate Mean Roof Height: '- " Roof Pitch: + 2 Internal Pressure oe icient: #O_Ie Em Ell I SubJeetabditg to damage from: Weathering: Negligible Termites: Very Heavy 1/2" drywall on 2" x 4" studs at 14" o.c. Width oP RooP End Zone: '- Wind Speed: Ibr mph ultimate Wind Exposure Classification: C AdJusuent factor for Exposure Height: 1.21 x 0.4 = 0.126 ASD desiggn Load Combination: ASCE 1-10 Section 2.4 DL+LL; DL+O.LWL; O.LDL+O.6WL Components I Cladding Wind Pressure (NET) Roof Zone: I. +20.4/-32.6 pat lo8M0i�9 Roof Zone: 2- +20.6/-51.0 psf Root Zone: 3. +20.6/-84.0 pat Components I Cladding Wall End Zone Width. 3'-4" Components I Cladding Wind Pressure (NET) Wall Zone- 4. +35.8/-3e.1 psf Wall Zone: S. +35.8/-41.8 psf (] = Roof Zone I Walls Zone 4 base -board 2" x 4" P.T. bottom plate Components I Cladding Wind Pressure (NET) on Garage Door: +32.0/-'40.3Pat Shear Walls Considered for Structure? Yes Continuous Load Path Provided? a Are Components an Cladding Det� Provided? Yea Minimum Sal Bearing Pressure:2 Soo psi, Presumptive: X Bg Test: psi = Roof Zone 2 ®Walls Zone 5 END ZONE SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENINGS '; ;;, :;r:; ; i,P.i j41� a.�v ty;,>. c•, .<> :•;i> :; :. ::c.:;' e;.,.,t, ,• '•i: .... .. 7... :%! it• t.<i5 A:i"� lk...'.. 4" concrete slab with fibermesh OR VxV #10/10 WWM on G mil Viaqueen over clean compacted termite treated fill = Corner Zones Roof Zone 3 ROOF LIVE LOAD: 31 psf ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: �� sf FLOOR DEAD LOAD: 10 sf Interior Non- earing Partition nts JOB ADDRESS: 10 KASHINA Bradelax E It Braden AIA, PA rchrtects -Planners 411 S.E. Coconut Avenue el (112) 281-8258 (112) 28-1-8283 mail- bradenaiaacomcast net W nne BuildingCorp. -� p THE STERLING MODEL: GARAGE LEFT Date Drawn : 6-12-19 Drawn by: C.C.U. Checked b y' Revisions SCANNED BY St LucieI ��� Sheet Comm # Spanish Lakes Stuart FL 34994 #AAC000032 St. Lucie County Florida D-R-B- D OF 5 k L O O L �4 l f CRASH POST DETAIL REA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. Livia A/C = 1,414 sq. ft. I. Contractor to verif prior s ALL notes and dimensions r to te high by 4" diameter Fron Porch = 153 sq. ft. p steel crash post. Floor Rea Porch = 114 S ft. proceeding with Work. Flange with 4 - 3/e" Q• 2. Contractor to STRICTLY enforce ALL OSHA Re uirements. expansion bolts into siege = 321 sq. ft. q slab (3/8 t 50 ksi steel plate) 3. ALL Lumber to be used as Beam, Rafters, etc.., to have T tal Under Roof- 2,124 sq. ft. a minimum 1,400 P.S.I. fiber stress. T tal Cubic Ft = 11,�92 4. No dissimilar metals to touch. 2° �" 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 ° 2" VTR shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 13/8° 2;2" 6. Drywall at ceilings shall be leveled and attached to bottom chord � :, I of trusses with screws per FBC R102.3.5. 2'A^ I 1. ALL wood in contact with concrete shall be pressure treated. ° ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 21' VTR 9. ALL plumbing fixtures to be low flow. Master ' 10. Contractor to Provide Drain at water heater in accordance Bath 1 ' I with the current edition of the Florida Plumbing Code. ILA. 11. Contractor to Provide a 2'-8" wide door at one bathroom for 2!," 2g. Irv. Lr handicap accessibility requirements. �" �" ,• 1 2" VTR 12. Lowest finished floor to be set bg Governing Building Department `° W.C. I p surveyor to set in field. 3' 1 J1 13. Separation between residence and garage shall be per FBC R302.6 2' 3• I 1 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door s'' Kit. sink O Water Heater Kitchen 2' I I 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 Der FBC R302.9.1 14. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant " „ Masonry Beam 3. flux not less than 0.12 watt per square centimeter. Exposed roam plastic insulation l x L P.T. Buck Waded to we p q p p block with case hardened Wade materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachman with F.B.C. R316 - see permit info box of code edition Bath tt2 s,.r. 18. G�( psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 '``` `` s" C9'0, C1002, C1041,C1177, C11718, C1218, C1395, or C1396 and shall be installed C.O. Te septic according to the following: (FBC R�02.3.5) p Drgwall Thickness Drgwall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizing options for drygwall Into Spacing installation Nails Screws Maximum ggof 2 ox min ithi thickness Calling Perpendicular 24" T, 12° 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" Iong /2 annular -ringed or Sd cooler nail OR 0.080" dia. x 1 5/8" long with Walls ether 16" 8° IL" Direction 15/64" head OR Gypsum board nail 0,086" dia. x 15/8" with 9/32" head. Ceding Perpendicular 24" -1" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8' Ion g annular -ringed or Lid cooler nail e Walls Either 16" 8" Ili° 0.092' dia. xR 1 1/8" long with Direction 1/4" head OR Ggpsum board nail 0.0915" dia. x 1 I/8" with 19/L4" head. PLUMBING RISER Install SGD thru buck into p O 0 block with 3/16" 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 I" 4" P.T. Buck nailed to bIO4 with case hardened nails Head pric to door attachment fixed door Use 3/14" tap -con with sliding door 1 1/2" penetration at L" o.c. max. from each corner and 20" ox. max '* n --;:...., thereafter at sill per product a royal - Masonry II Bottom Track Typical Flooring >`'+ .' `••i sill Install SGD thru uck into block with 3/I4" a -con with 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, A118.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall Sliding Door Detail I from each ctrner from each corner thereafter at jam At Masonry Wall NTS at 0 o.c. max. rid 20. o.c. max s per product approval Jamb be used as backer for the wall tile in tub areas and wall panels in shower areas. 21. Insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanyin smoke developed index not to exceed 460 when tested in accordance with ASTM E 84. insulation shall comply with F.B.C. R316. III W i n d Oui Schedule Mark SIZE Rough O en. Window Description PRESSURE ZONE I. 4'-5%,'x 5'V/8" 54%a"x 43%4" Single Hung ZONE 4 2. L'-2%"x 5'-3 %" 15" x 63 %4' Single Hun 9 9 ZONE 4 3. 2'-2" x 3'-2 1/2" 1 27%2"x 38%e" Single Hung ZONE 4 4. 4'-5%"x 4'-2%" 1 54%"x 54Ye" Single Hung ZONE 4 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 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" c.c. in field. Attach deck to trusses using attachment detail on this sheet ALL Windows to be aluminum windows w/ tint anmuions p d mullions per elevations. ALL windows to withstand pressures in permit info bo on sheet I ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contr with manufacturer s specs prior to construction ctor Simpson HETA 20 or equal ,Zrns anchor at each truss 12 with (10) 0 x 1 1/2" nods PRE-ENGINEERED TRUSSES ( 24" o.c.) suppairing Max. 4 at 24"o.c. TYPICAL 18101bs. uplift (shop drawings by manufacturer) ,. ID OOt~ Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O" X 'T-O" 108" x 84" Overhead Garage Door ZONE 4 Aluminum Drip -� R-30 blown fiberglass Edge t Fascia in bottom chord of trusses B " " 3 -O X L -8 3 „ 41 /+"x 83/+ Fiberglass Panel - Inswing ZONE 4 I/2" drywall 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 Kaycan full o vent vmel sorrit Installed precast lintel filled with concrete and (1) #5 uwn 1/8' dia shank x IS' long gals bar cant. For bottom row over openings C L'-O" X L'-8" 14" x B1 �2" of "seiwt"" Sliding Glass Door ZONE 4 D 2'-0' X V-8" Solid Core - Wood - L-Panel -Bi-Fold Fir shed 24" x 81 i/2" E , " 2 -L X III Solid Core - Wood - L-Panel a ao roofing Walla with 3/e° dia. heed per product approval - see chart shoat #1 I/2" drywall over I" x furringg F 5'-O" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold REVIEWED FOR strips at 16" o.c. with R4.1 frfod insulation on typical 8" Block walls G 2'-8" x L'-8" x I%+" Solid Core Wood, Steel, or Masonite Door CODE COMPLIANCE '� T 5/8" thick light textured All drywall to be installed per FBC R102.3.1 F stucco on typical concrete i and shall meet all pertaining ASTM codes. H 2'-8" X 6'-a. Solid Core - Wood - L-Panel ST. LUCIE COUNTY " block construction Mortar to be Type "M" only proportioned per FBC R601.1 Install windows thru buck into and Mortar fonts shall comply with FBC R60�.2.1. J 2'-L" X 6'-8" Solid Core -Wood - L-Panel - Bi-Fold block with 3/IL" tap -con with B®CC Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 11/2" penetration at V o.c. max. Attach buck to block wall with tt5 bar veil. w/ 2'-8" X L'-$" Solid Core -Wood - 4-Panel - BI-Fold from each corner and 20." o.c. max 1/4" dia. Elco cone screws with min. thereafter at iambs and 20" o.c. max. 1 1/4" penetration at 12" o.c. max 30" overlap Fill cell with concrete and Exterior face at head and silper product approval and 4" max from each corner thru at each filled call (1) #5 bar vert. (typical)- L I -L X L -8 BI-FOLD of wall Buck to be I" x 4" PT Exterior face an x L" max Buck Max. apacing shall not exceed wood 481, unless otherwise noted ALL Exterior doors to withstand pressures stated in permit info s ar wan Base see Foundation plan notes for bOX On sheetI arias spacing at openings 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORMA D SHALL 4"xL" #10/10 WWM on L mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX SHEET #1 I"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT Grade :_r clean compactedtermite treated fill COnt tOr attachment nails PRIOR TO BUCK mart max and t block with case hardened na ON ALL JAMB, HEADER, AND #8 screws thru iamb into buck At each hinge and IS" o.c. All rough Opening dimensions t0 be verified by r c Detail at Windows prior to window at SILL BLOCK PR Detail at DOOr prior to door attach manufacturers specs prior t0 construction INSTALLATION NTS NTS _ Braden t Braden A�A, P�DEL: Date Drawn : Revisions : Sheet Comm # �U nne Building Corp.Cor � 1 1 -�- 9 d-12-19 - III, IIIF I II-i II I"..III Architects - Planners GARAGE Drawn b 14' x 14' Concrete foot mg 11 S.E. Coconut Avenue I I j �f y with ve a bare wont. and tt5 T I : (112) 281-8258 THE S T E R L I I `t G LEFT C.C.I.I. �/ transverse bare at 48" o.c. T I F I C A L SECTION Fi x' (112) 28�1-8283 Spanish Lakes 10 Kashina Checked by: E- ail: bradenaia comcast.net St. Lucie Count Florida D.R.B. Scale : I/2" = I'-D" Stuart L 34994 UAAC000032 y OF 5 10'-0" I2" 0'-O" 121, Opt. PATIO/SLAB Op Op OO O OO O O P ° Op EGRESS 12" x 12" Concrete column block filled with concrete and O iao (2) #1 bars vert. tied into lintels above r Ir-a° Covered Porch 0 Provide screen infdl below 0°0 °°)i I I I I ISI I I 0 °p - ° MASTER UOm BEDROOM I8" ao a-0 v 8'-O" to 9' A.F.F. `rF v10n 8'-0" A.F.F. Vaulted eiling =in Flat Ceding ° C.rtRE,4;T o Rool I � ° Rod t half I ° H B Vanity to e N a I I :r :r ° � OD o 2" x 6" knee -wall e'-O to 9'-8" A.F.F. ry - ° CULL 10. below counter top Iaulted Ceding CLOSET I DINING e g1'£Rod t Shelf 8" �e, � ;y ROOM ITH ` gC i ow- " °ai \ I W H ° Vanity to be I 34 Y2 "high O I 0 High Wall in m KITCHEN 3'-8" Ven Dryer - through wall L i e'-O" A.F.F. war -hang J O N ° Flat Ceding ° O I 6'-0 10'-5" 4'-1" D B• Upper cabinets to D 10'-extnd over Ref. O 2" filler- E 4'-01,i ATH L( - I Rod t Shelf O O A/C w.H N #1 4"m Steel Ballard See detail on this s set $ I F W I L � -1"" � in 24' Provide auto I 22' x 54" �� Q I N closer Attic Access 1 CDwith [) it I light I a Q - - - - - J 22" _ _ 8'-O" A.F.F. = Flat Ceding 160 P 4„ ' v o IL 1 Meter -o'" 13'-G" Panel n n a ©LnSECOND to CD GARAGE E BEDROOM - EGRE55Yif O O -4" A.F.F. (O ° MT ° ° Flat Ceding (] r O O ---------------- r- i EGRESS `r Block wall in I garage to be struck block i 12' x 12' concrete column block filled ORC14 with concrete and (2) #1 zars vert. tied p into lintels aboIre in i 1' 2" I I I I AE101 (O D 10 3'-5" 9'-0" 3'-51, 2'-8" 2'-a"-2 I5'-10" 5'-4" 3'-4" 36'-O" STRUCTURAL NOTES: 34'-01, I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL S. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY 10'-01, Ia° 10'-0" 12" BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 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 `. DESIGN LOADS ARE AS FOLLOWS: ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI ROOF (DL+LL) = 41 PSF BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS WIND VELOCITY = PER PERMIT INFO BOX EXPOSURE ="C" ON SHEET ui 3. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO 0_y_y_i_i i i y y ° ° ° _ _ _ _ _ ° ° SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. ° r — — — — — — — — 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, t I FI O �� - J F all - WELDED 4 GROUND FLOOR SLAB TO BE A MINIMUM 4 THICK W/ 6X6 10/10 A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30� STEEL. WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR 1 ° BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL II ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR I I Rear Patio/Slab N I 0 ro (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRE E. I to be poured separate p 1 MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, From the house slab. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. O 24" a IT �I 5• LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS Thicken footing to - BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF I FI u24%nder x led x 24"L ;n under filed calla r J GLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: I under girder bearing. PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE FOOTING: 3" n ° ° , O STRUCTURAL FILL IN LOOSE LAYERS OF 12" iN THICKNESS AND BEAMS: 1-1/2 I L - - - -OI------------------ 0 COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY Raar Patio/Slab to � PROCTOR VALUE. 13. Ulm be flush with bottom of LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. raUsliding door recess_ I FI 6• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI r qua I Slope I/2" I ° DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ~LLN I if ATTENTION OF THE ARCHITECT. IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 of 1 F 7• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. FOUNDATION PLAN). PROVIDE I-I/2" RECESS FOR OVERHEAD DOOR 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL B PRESSURE TREATED, FASTENERS TO HAVE MIN. GIBS RATING. I ° FOUNDATiON FLAN I I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0' B H.. I Vanitg to be �I for approval before proceeding with construction. c34 Y,"high I 4 concrete slab with fibermesh OR 2. Contractor shall be responsible for verification of all Termite Protection for New ° "x6" *10/l0 WWM on 6 mil Visqueen over 1 ° notation and dimensions before starting construction. Construction. clean compacted termite treated fill 3. Soil conditions assumed to be 2500 psf. Should any other conditions be I I encountered, the architect shall be notified in writing for revision Sold treatment used for subterranean termite prevention I FI Inside the foundation perimeter shall be done after all I C '4. Verify all recess thickness at showers, tile, etc.... excavation, backfilling and compaction is complete. ° I S. Contractor to provide filled cell With concrete and 1 45 bar Vert. at 48" If soil area is disturbed after initial chemical soil treatmenI;- o.c. max. Provide (1) filled cell on each side of openings upp to 5'—I1" Wide. area shall be re -treated with a chemical soil treatment Provide (2) filled cells on each side of openings from (o'-O" to q'-11" including spaces boxed or framed. and Provide (3) filled cells on each side of openings from 10'-O" and up Ln Ln Treatment must be in accordance with the rules and laws of ° FI i�0 in Contractor to see plans for any other condition used. Foundation walls established bg the Florida Department of Agriculture and I � shall have filled cells at 24" o.c. unless otherwise noted (see section) consumer services. I I 6. Contractor to provide for Form Board Survey - Form Board Survey Protective sleeves around metallic piping penetrating FICM to be provided to Truss Company prior to truss construction concrete slab on grade floors shall not be of cellulose o 1 CDH.B. �. Contractor to provide for soil test riot to construction and rovlde containing materials and shall receive application of CD p p termicide in annular space between sleeve and pipe. a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and �'-O" I ❑ a Q g o O A-35 specifications. ALL Anchors to be A-301 steel. --WLt7 CD 9. Providea minimum of 3" concrete protection at footings and ° - - - -•- - 1-1/2" concrete protection at beams for ALL reinforcing bars. o A/C F e #I I 4"4 Steel Alard .r w filled / Concrete 0 F 45 bar Vert. w/ Thicken edge to 8"x8" I" QL o= SO" overlap SEE TYPICAL with concrete and 4 concrete slab with fibermesh OR O I F Q at each filled cell ECTIONS one #5 bar continuous VxC' #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill I e vW I FI a w a) i LY 4" concrete slab with fibermesh OR F' I �3043 �' 1 I I OxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill — Grade E I L— FI ❑ -i ii Q^ °i1 U now I °E) ° , FI ' c of 0 I Oi1E_ r — —IIII 8" ry -; I O ,ar F 14*w14'd concrete s a aontc 4PORC H SLAB EDGE DETAIL - - I �E) 0 I ° \ \ 0, I D footing SCALE 1/2 I 0 1 v00 - a1 _ \ _FI I 14 45 bar wart. w/ o I F5 u0 ¢� - ° ° F TYPICAL FOOTING DETAIL 30" overlap D SCALE 1/2" = 1'-0" at each filled cell SEE TYPICAL ECTIONS I x 1 N O 4" concrete slab with fibermesh OR Adjust curb hei ht Pilled Cell Masonry Column Wi h One 6"x6" #10/10 WWM on 10 mil Visqueen over based on gar. floor 4" concrete slab with fibermesh OR 45 From Footing To Tie B am L„ clean compacted termite treated fill slope. VxV 410/10 WWM on 10 mil Visqueen over Conc. Fill To Be 3000 RSI #5 bar Cont. 3*5 bar in curb clean compacted termite treated fill See Floor Plan For Locate L Recess for _ _ _ — ° F r— 1 F r— Step per o'-O" ° F.F. ° 0 Garage Door O99 — — — — I — — — — — — — — — -. • ; •• Grade plan ra ,.: o• Foundation .. _.. ° i ;• —� ` � d — concrete column block fills • Qa E ; — : _ _ _ hconcrete ) #1 bars wart. ti d —I� Sin le Filled Cell Col mn 3' S" q' o" 3'-5" with an *'-.' _ into hntala above 10° (2) 95 bars cont, bottom steel IIII III I 14% x 14"d concrete monolithic TS 15'-10" 12" footing with (2) #5 bars cost. F 2 DETAIL AT GARAGE STEPDOWN Filled Cell Masonry Column Wi h One SCALE 1/2" = I'-O" n GARAGE CURB DETAIL 45 From Footing To Beam ach. Conc. Fill To Be 3000 F BI 12" x 12' concrete column SCALE 1/2" = 1'-0" See Floor Plan For Locatio i ^VIEWED FOR block filled with concrete COMPLIANCE and (2) tt1 bars Vert. tied into lintela above Verify house slab � ::.:'•: • height in Field ST. ^f ; , . E, LUCIE COUNTY To of footer k,a U :;:> B IL below finished flo r ;x. •Yti OCC li III I�IIi,.Illl= i� Double Filled Cell C umn F�L GQP1F TS 30" 30" Ili" t FOOTING SCHEDULE Mark sns Description I 14'W x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS F 1281.1.1 X 1211D MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS F 30" x 30" x IL"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8"D THICKEN SLAB EDGE WITH I tt5 BAR CONTINUOUS F5 14"W With x 14"D Curb at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a 0'-0" x x contra a 2" x 6" PT wood secured with column footing with (4) Braden s� Braden A��t, P,4 MODEL: Date Drawn : Revisions : Sheet IIII— - co bars each wag 3/8"ilia. x 6" anchor bolt at 18" o.c. g overhead door track secured to wood LUgnne. Building Corp. 6-12-19 Comm # jamb per manufacturer's product approval Ar hitects - Planners GARAGE 3O" Garage Door Jamb Detall 41 S.E. Coconut Avenue T�..�STERLING LEFT Drawn bg: I -II8 T 1 (112) 281-8258 C.C.U. 3 COLUMN FOOTING DETAIL GARAGE DOOR TO WITHSTAND PRESSURES STATED N-I-rJ•, Fa : (112) 281-8283 IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT RB E-m il: bradenaiacamcast.net P y SCALE 1/2" = 1'-O" APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Spanish Lakes 10 Kashlna Checked StLucie County FloridaD.R.B. . Stuart. 34994 UAAC000032 . OF 5 Provide #5 bare with min. 48 bar diameters overlap into beam. Tie Provide 45 bar set in pre -cast filled call steel into continuous lintel into beam where length of �] Imo. O O F SHEETING beam block steel. the opening calla for it. A T T A C H M PI`\1 T D P T A I I X Strap truss to wall using Simpson MGT with Simpson HETA 20 Provide Cast -Crete I. Minimum Nall Size = 8d ring shank (min. 2.5" long) 8118-OB/OT precast 2. Minimum Screw Size = #8 x 2" lintel sec in mortar 3. Minimum Sheathing Thickness 19/32" COX Plgwood Min. 8" Bearing 4. Use nails or screws based on pressure for roof stated in permit info box on these plans for zone 3 2 4 FT 3Q 2 �•( It k k 4 FT 2 2 F 4 FT 4 FT Fq ELL 2 Ir 4 FT 2 3 2 4 FTa 3 Ke Area Edge Field Fastener Max. Pressure Zone 1 6 it6 It8d ring shank 45 psf Zone 2 4" 6" 8d ring shank % psf 3 411 " 8d ring shank 84 psf HZone ** Zone 3a 6" 6" #8 wood screw 112.5 psf 5/e' dia. threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with ( 24" .) supporting Max. 122) IOd nails into truss. Add blocking to oC.su pp g truss leg per detail on this sheet L HETA 20 I810 lbs. uplift Poured Filled Cell Provide 45 bars with min. 48 bar O diameters overlap in filled cell. Tie Pilled cell steel into continuous footer steel. W 2 �:'; . :..`,%::'_ .`'' (•,%''' :., .., r , •; i �,' R Concrete Footing (se@ Pooter schedule @Xact sizes) DETAIL AT WINDOW OPENING IN ** Use nails or screws based on pres§ure for roof stated Scale: 1/2" = 1'-O" in permit info box on these plans for zone 3 CBS WALL SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with IOd x 1.5 nails at 4" o.c. to Verify with Plan { x c Install Simpson MGT into wall using Concrete 12" cv 5/8" dia, threaded rod set min. 12" Lintel into wet beam and (22) 10d nails into truss u Column Block � � (V q c w 'rL a W 4L #1 _� N N Rebar u ., Rebar 48 Bar Dia. o C ti Min. Overlap TRUSS BLOCKING DETAIL E_ o AT GIRDER STRAPPING � Column to Lintel Attachment u� AT CENTER BEARING POINT Q NTS 1/8" thick light textured stucco installed per ASTM C 926 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of BEAM SCHEDULE ASTM D Type DXeIPIyWno nailed at I' a c. Substrate field to be 19/3 and edges with IOd ring shank nails into studs. Mark Size and Description Aluminum Drip q� Gulf Coast Supplg and MFG 5v Crimp Metal roofing FL #11451.12 " Edge t Fascia Two rows of beam block filled with concrete and 1 #5 bar 2L ga. 5v crimp metal roofing attached to plywood deck using 49 x I.5 #) BI continuous in each row. Hook vert. bar over top bar with wood screws with calf sealing washer at 12" o.c. max spacing over ASTM D #5 90° bend bar with a 10" min. la at to bar. (type 2) 30 lb felt underlayment installed with min. 4 side laps and G and P P laps fastened with corrosion resistant tin caps, and with 1.25" ring shank nails Flash and Counter spaced 6 o.c. at all laps and two etaggored rows 12" o.c. in field. Attach flash Brace Gable end ck to trusses using attachment dotal deon this sheet with 2" x 4" GYP 42 Nail ledger to with back nailed to bottom Brace Gable end Additional Precast Lintel gable end trues of top chords using (2) 10d with 2" x 4" GYP #2 min. #5 bars x Lintel Bar Clear A B with (2) IOd [Is Walla at each trues Oft back nailed to attain Lusin CLFAR ength Length Span Bars Bars at each web nails oatceachstruss (2) IOd 2'-10" 2'-8" I'-6" 2,1*3 none 3'-61, 3'-4" 2'-2" 2,#3 none 8F8-OB/IT BF8-IB/IT BF8-IB/2T 12 Additional 4'-O" 3'-10" 2'-8" 2,43 none Simpson HETA 20 or equal 4 PRE-ENGINEER3ED WOOD TRUSSES — #5 bare hurricane anchor at each truss a 24"o.c. TYPICAL 4'-6" 4'-4" 3'-2" 2.#3 none with (10) IOd x 1 1/2' nails CLEAR ',.•,4; no Raw of "H"?'' ( 24" o.c.) supporting Max. ( shop drawings by manufacturer ) Block Above tit ; Y`;. 5'-4" 5'-2" 4'-01, 2 #3 none 18101ba. uplift :.: r, 5'-10" 5'-81, 4'-6" 2,#4 none r ':,.)A,,.,+, Precast Lintel r t�,^a'"• � o � 1 .�''•Additional , 6'-L" 6'-4" 5'-4" 2,#4 none Aluminum Drip R-30 blo n fiberglass N #5 bars Edge t Fascia I/2' Lhic stucco on 3/e" hi -rib lath in bottom hard of trusses 0 0 1'-O" 6'-2" 2 tt5 none attached to horizontal and vertical wood (0 12" framing with Weds or staples to provide V1/2' drgwall with smooth finish do a W SFIL-IB/IT 8FIL-IB/2T no leu then 1-3/4' penetration into 8'-4" 1'-101, 1'-0" 2,#5 none 2' x L" Sub-Fasci horizontal wood framing and 3/4' penetration Two rows beam block filled with concrete _ NOTES; Into vertical wood framing members _V I. min. coverage of steel=1,5" and (1) #5 bar cant. in each row. Substitute m 2. min. bearing required a as. end=8" ALL reinforcing steel is grade 40. precast lin el filled with concrete and (U #5 .o Kagcan Pull o vent vinyl wPPlt installed b ,., 3. standard for rein(. steel=ASTM ALIS us,ng 1/9' dia shank x 15' long gale. ar cont. r bottom row over openings y TYPICAL LINTEL SECTION r2iing nails with 3/8' die. head per N product approval - see chart sheet #1 1/2" dryw II over I" x furringg ( PRECAST CONCRETE) 5/8 thick light textured strips at " o.c. with R4.1 fi-foil 12" x 12' concrete column biucko on typical concrete insulation n typical 8" Block walla LINTEL SCHEDULE Mark Win�dJaw or 1J Unit Width Lntel Size Cast -Crate Specification Rows of "H" Block Above " " Bottom Steel Slaa Top Steel 81ZO Max Gravitg Load (PLF) Max uplift Loped (PLF) Max. Lateral Load PPLF) L22 2'-2" 3'-4' 8F8-OB/IT 1 #5 300 1549 1024 1.31 2�_g. 3'-1. 4'-0" 8F8-01SAT 1 85 2561 13L3 163 L49 4'-5" 1 W-10" 8F8-OBAT 1 $5 1105 909 339 1_50 5'-O" L'-L" BF8-OBAT 1 85 1238 835 121 L40 V-8" T-A* SFS-OBAT 1 #6 1011 121 534 L80 8'-04 9'-4" 8F8-113/2T I #5 2 #5 152 691 512 L90 W-O" 10'-V 8F8-I5/2T 1 45 2 #5 643 530 401 L90B 9'-0" 10'-6" 8FIL-IB/2T ONE I #5 2 #5 1533 1183 401 1.I00 10'-0" II'-4" 8FS-I15/2'r 1 #5 1 2 1 95 1 582 444 1 452 LIOOB 10'-0' ll'-4" SFIL-IB/2T ONE 1 #5 2 #5 1366 1028 1 452 L120 IT-0" 13'-4' 8FS-IB/2T I #5 2 #5 411 428 324 L1205 12'-0" 13'-4' BFIL-I5/2T ONE 1 #5 2 u6 1016 110 324 1_140 14'-O' 15'-4' 8FIL-115/2T ONE 1 #5 2 #5 1250 L09 259 1.I60 IL'-O' 11'-4' eFe-IB/2T I #5 2 #5 300 192 194 L140B IL' -Om 11'-4" 8FIL-I113/2T ONE 1 #6 2 #5 950 Soo 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. 1, 7' Provide PT Buck ,J 1,;,,7 attached per ,Jamb etails into filled 4' Pre -cast Sill t"•. �J f5 .1 irk �1 is -'a O W (fa),W LU 7 �U� Q �- LLI H E (X � W " LI-I O to Z� z� LLI T7 I LU (L N W oe cons rue ion - -- --- block filled with concrete All drywal to a Installed per FBC R102.3.1 Varies -see plan - ■�■mow ����e�����b� Al �I u. INK Z' go, SAIWA, MAN 11 JArrwd A NO 10YA MEN I I I - ME � AWS, E 19' z W., WE I I For nnq ffil MCI -M mom FMF wal I IN I��NiIl��������I�� and (2) #1 bars vert. tied and shall ieet all pertaining ASTM codes. HETA 20 into lintels above - : „ ao Mortar t be Type "M" onlg proportioned per FBC R401.1 #5 bar vert. w/ and Mort joints shall comply wifh FBC R601.2.1. REVIEWED" , thicken edge to e'x8" 30" overlap Provide ur-O-Rock at all wet areas (ex. showers, tubs etc...) `• with concrete end at each filled cell FILE COPY CODE COMPLI.' one 95 bar continuous Fill cell allconcrete and ROOF O FLAN � j� STLUCIE ld'w BEYOND (U #5 bar wart. (t icaD, . CO' Rear Patio/Slab to 9P be flush with bottom of Max. space g shall not exceed sliding door recess. BOCC Wood 48" unless otherwise noted i 11 Top of footer Base see found ion plan notes far — OVERHANGS AT 1 —O UNLESS OTHERWISE NOTED ON THIS SHEET IL" below finished floor spacing at openings - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET Step per foundation plan 4' comic etc slab with fibermesh OR . VxV #10/ 0 WWM on L mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER Slope per foundation plan r clean ce npacted termite \treated fill - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO T H E ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION- _ 7.II=III= III=I IIII=IIII=IIII=IIII=IIII ALL TRUSS TO TRUSS CONNECTIONS BY IIII-IIII-III - IIII-IIII-IIII-IIII-IIII-IIII IIII III- li, III'- TRUSS MANUFACTURER _ =IIII=IIII=IIII=III =IIII Ii�l- - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR -IIII-IIII=IIII IIIII1111111" I ' FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION -IIII. „IIII=111� II—II=IIII=IIII=1'' 3 T Ical Section at FC` Drt Porch - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE " _ " FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION Braden it Braden AIA, PA WJ .nne Building Corp. MODEL: Date Drawn : Revisions : Sheet Comm # A chitects — Planners 6-12-19 1S.E. Coconut Avenue GARAGE Drawn by: 1 THE STERLING LEFT 1�72) 28�-8258 '� . I 9 — I I S F ix : (112) 281-8283 C.C.U. E-i ail: bradenaia8comcast.net Spanish Lakes 10 Kashina Checked bg: Stuart L 3,4994 UAAC000032 I 5t. Lucie Countg Florida ID. R-B. OF 5 Opt. PATIO/SLAB PANEL "A" Poles BR Load Wire Description circ# cmc# Description Wire Land OR Pdes 2 40 1.0 kw #8 A/C comp 1 2 AHU #10 3.5 kw 80 2 3 4 2 30 4.5 kw #lo 40 gal. water HTR 5 R Range U. 12.0 kw 50 2 � 8 I 120 1 1.8 kw #12 1 Pump 9 10 Driler #10 5.0 kw 1 90 2 II 12 1 20 1.5 kw #12 13 1 14 Dishwasher #12 1.2 kw 20 I 1 20 1.5 kw #12 Micro"Ve 15 16 Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. 11 18 Recepts #12 - 20 I 1 20 1.5 kw #12 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 1 20 1 1.2 kw #12 Clothes Washer 21 22 Recepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Racapts #12 20 1 1 20 1.4 Its #12 25 24 Recepts #12 20 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 20 #12 General Lighting 29 30 Recepts #12 20 1 1 20 #12 General Lighting 31 32 Recepts #12 20 I - I 120 #12 1 General Lighting 33 34 Exterior GFCI #12 20 1 1 - 1 20 #12 General Lighting 35 31- Bathroom Gal #12 20 I 1 20 #12 smoke Detectors 37 38 General Lighting #12 20 1 I 1 20 #12 Bathroom GFI 39 40 General Lighting #12 20 1 s are 41 42 stare PANEL "A" LOAD CALCULATION SHEET Load Description Qt .r12,000 atts Total(Watts) General lighting (3. watts .sg. _ ft.) . Small. Appliance, Circuit(.$). . . . .. . .... . . . . . . . . . ... . . .. .... Range .... ....................... ....................... . Microwave ............................ .......... .Dish . Washer ................................................... Clothes,.Washer............................................... Clothes..Dryer................................................ Water Heater ............................................ . .... Water Pump ................................................... .Garage. Door. Opener. _. 11353 5.205 2 00 3 000 I 12 000................... I 00 1200 1 1500 1500 1 1,200 1200 1 1200 1,200 1 5,000 5 000 1 4,500 4 500 1 1,800 1,800 1 810 810 Total Watts 31.415 First 10000 Watts e100% 1 10,000 10,000 Remainder 21,415 e40% 1 O 10,966 Electric Heat or A/C 10,000 865% 1 10,000 10,000 Calculated Load Watts 30,9L6 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend $ Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Eyeball Recessed P15 Push Button Switch - Exhaust Fan Duplex Outlet -it)- Ceiling Mounted Light Special Receptacle 0- Wall Mounted Light ,MWa= ground fault circuit PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack F-cm-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter Q Smoke Detector Ceiling ran ® Television Jack ❑t Telephone Jack nc osc A/C Disconnect ® 1 1 x 4 Florescent Light ® 2 x 4 Florescent Light ® I Speaker Hook -Up El I Intercom ®= JUNCTION BOX TO SUPPORT A FAN LIJ = THERMOSTAT LOCATION B/A = BALANCED AIR Electric Notes: I. Use copper wire only, no aluminum. 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL paddle fans shall be on a rheostat. 5. ALL bath and kitchen receptacles to be GFI protected. 6. ALL exterior outlets to be WP/GFI protected. 1' Recessed cans to be installed per NFPA requirements. 8. AFCI receptacles are required in all rooms except Kitchen, Bathrooms, and Garage. 9. A/C Return Air Balance Must comply w/ FBC RM1602 10. A/C Refri erant lines that are run thru slabs must be sleeved in AVC II. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical contractor, the completed system shall be fullg operative. 13. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 14. All work shall be coordinated with other trades to avoid interference with the progress of construction. 15. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. 16. Contractor shall uarantee all materials and workmanship free of defects for a period of not less than two years from the date of acceptance or certificate of occupancy, or one year from closing sale of house. Correction of defects shall be completed without additional charge and shall include replacements or repair of any other phase of installation that may have been damaged. .B. Vent _t#bru ___ Soffit AiC Meter 149 CFM IOAOxL 149 CFm IOxlOxL 12xI2xIO B/A a e I I B/A �1 0 9 Cle I _ 150 Amp Panel E 2 CFM 12xGxl f -:F x s4• l„ Attic Aces" with light -----� GARAGE I r----------------- II I I I I I I I I I I I I I I I I I I I I I MECHANICAL LAYOUT SCALE: 1/4" = 1'-011 11. It is not the intent of these plans to show every minor detail of construction. The contractor shall furnish and install all items for a complete electrical agstem and provide all the requirements necessary for the equipment to be placed in proper working order. 18. All work shall be done in accordance with the N.E.C. and shall comply with all local codes and ordinances, and shall meet all standard requirements of the local electric utility and telephone company. 19. The electrical system shall be completely and effective)g grounded as required by the latest edition of the N.E.C. 20. All material shall be new and shall bear underwriters' labels where applicable. 21. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 22. Furnish and install all fixtures as called for on the plans or as selected bg others. 23, All raceways and pipes placed in or through any concrete slab shall be spaced a minimum of three diameters of the largest conduit or pipe from any other service. 24. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 25. Dryer Vents to be installed per FBC RMI502 Covered Porch I GRE,�T ROOM I I I 208 CPM C nter F IOxIOx /on coiling IO� I la° DININ ROO SECO BEDR� I 12x12x8 �L B/A COVERED PORCH 208 CFM loxloxl TH 11) OM disc. H.B. Vent thru Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall Install oulet under disc. not shown l clarity 0 �r i'2h/Conduitnum p EL ELEC-TR1AL FL/4N AV 2" PVC f FPL 2" rigid service PPL I I /--to IS Bare coni�pa6ariin slab ELECTRICA RISER - Contractor shall use AL-C Landing lugs. NTS Contractor shall torque lues I.A.W. be verified prior to colstruction Braden t Braden AIA, PA A chitects - Planners 11 S.E. Coconut Avenue BF l IL : (112) 281-8258 x : (112) 281-8283 E- ail: bradenaiascomcast.net Stuart. S4994 #AAC000032 FILE COPY SCALE: 1/-4" = 1'-011 Attic Ventincq Calculations FBC 2309,1 Total Attic Space = 2124 sq. ft. Venting Ratio 1/150 = 14.16 sq. ft. required Provide A Continuous Vented Soffit gnne Building Corp. T HE STERLING Spanish Lakes 10 Kashina St. Lucie Countg Florida Post Light with Photo cell I lim- H.B. Exhaust Duct -Thru Soffit Wire For Front Post Light REV EWEr'' CODE OMF �l ST. L CIE C, "_ e BOCC MODEL: Date Drawn Revisions Sheet Comm # 6-12-19 GARAGE Drawn by: LEFT C.c.u. - 19 -118 Checked bg: D.R.B. OF 5 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. For Truss to Truss Carrying Girder Connections see hanger/connectorTDome be as shown. Guides oi schedule in engineeringe' nails. package. package. Carried Truss SEAT PLATES BY CHAMBERS upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' END DETAIL: TYPICAL VAULT upset=1/4" heel=315/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8' TYPICAL END DETAIL INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-0" ABOVE FINISHED FLOOR TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCE SFULLY SET BEFORE ANY MORE TRUSSES ARE BUILT FOR TEAT MODEL, A ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18'- 24' IN LENGTH A Do not stand on trusses until they are braced per BC I & properly nailed to straps & hangers o- - -- 7- SPAGING N3TE ALL TRUSSES ARE TC BE SET AT 2'—O: ON GEKER EXCEPT AS NOTD AIIR HANIII[=>LER N OTE 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. All load b laaring walls, headers, beams & I ntels must be in place at indicate'J height before trusses A 3re installed. A m J2 XJ2 _o 0000000007 J4 J4 J6 e J6 GRA 1 \ A Al I 2.0 INT .001 NT. A2 A3 I I A4 I I A5 I A5 I A5 I A5 13'-1 �' A5 A5 1 A5 ATA / ATA ATA 7/7 INVERTED 'V"WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) ATA 50# POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATB �i ATC ij BHA _ I J6 O / W I I J4 J4 I I I I J2 J2 m ao m w will n1l GARAGE LEFT A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI a a a a a J2 J2 �9 d L o J ( ) lb J4 J4 J6 J6 GRA 1 A 1 Al I 2.0 INT A2 1 1 A3 I 1 A4 1 A5 I A5 Y A5. 1 A5 22' 13'-8" A5I I A5 1 A5 ATA ATA ATA INVERTED "V" WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) 50# POINT LOADS PER TRUSS FOR A/H/U ATA ATA ATA ATA ATE; 7— ` — r; ATC tip BHA I I I I I _I_ I I I I I I � r p E �jg__ J J4 J J2 J m ro m I m a'o A m m m m FABRICATION AGREE■� TRU88Es CANNOT f t STARTED UNTIL THIS gpR5!5IS ENEp 8 RETURNED Ttia legal description of the property where the Waeea will be Installed Is: The undanlgnetl acknowledges and egreee; whichWhich thes will be made In eMa accordance with thle Wsa placement dlagnm layout u the sole authority for determining.euccesswi h thstron of the Wasea. 2,A11 dlmenabns In thle layout have been vedfled by Ne undenlgned. .3. UnIll written naive I° provided by certMod mall to Chambere Truss within ten (10) days of deihrory the underelgned egreee Net no Lckcharges will be allowed, in the event such wdden no0ce b fumlahw Chambere Truce shell have three rJ) butlg��nese days In which to be4. The undenlgn aeknowlsdOos �cel tt a BCeS 1-03Chambers summary sheet by TPI 8 WTCA, de erygCharnbenJTnathas aIt's weI aWeuthp '0°po^°lblllry to make Ne job she suliable for The b of the Job efts for del,ary, Chamben Trvse w1 lto deeba Inathea folabilr dumof p dewsite B oor a nly. The buyer la roaponalble for addldoI dellver., e because job she la ria propared for dal, Xpe^ses tl Chamben Truce has to redeliver Buyer N responelble to Chamben Tnea for toowlp der is not propared for dl,a of rY trus ses, B. Pi1ce as shown I, paregraph 7 below Is subJeaeNN ch nos 840 eoendltlona. this layout q $60 per hour fee for rWb9lons maybe charged by Chamben Truss CHASE are, made m .7: This le a PURCHASE ORDER to Chamben, Trues of the sum egreetl tq or If no eg{aement a reasonable price, Invoice will bs made on del,ery and paid within terms of not on d, of Invoice may be made at scheduled date of delivery If buyer cannot accept' del,ery of fabricated tosses. The undenlgnad agrees to pay Chamf uyerusa re t awala attomey's fee for colleabne In event of payment not tlmety made. 1-12 %per month ae rs charge will be added for all sums not PeldwlNln tonne. Prj B. S,,1 re or Inldals anywhere on this sheet constitutes a®reement to all tarrne herein, c n tionally gu n of Chambers Trust eztending c edit for Nla matadel Ne undnlgnatl unconditionally gusremees payment when due of any and ell Indebtedness owed to Chambers Truss by any entity recelWng matadel and the undenipnatl agrees to pay such Indebtedness including attorneys fees, h default In payment for matadel be made by the recipient, . 10. In the avant of any litigation the game log NIs agreement, the Items fumished hem be paint W Count to hereinthe. parties egns that the Sole venue for any such salon will be Selm btiae county, Florida.' 11. Design responsibilities Ore Per "National Standard And Rbbbmmended Guidelines On Raepons ANSI/rPlbllltles For ConsWaton Using Metal Plate Connected Wood Trusses UWTf:A4-2002" DATED _ SIGNED =oR__ I, TITLE ' A+Pfeaderbarmayba fogtow Per1-03"io Multiple Ply trusses must be fastened together per engineering before they are sef, failure to do so can result In roof collapse. 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. Thesesmustbeastandbraced perrleslgntgPOINerd"S domage, Trusses roust 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 DELIVERED WMfM TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 000*51&Q! 7 3105 Oleander Avenue Fort Plerce; Florida 349824423 lr772 00-551-5932 Fort Faes Fort 77-a&2012 2012 Fax 772.465-8711 art FILE COP lU Q1°' "aaeeeQ�,�acsr. M2.288-i302 ' The Architect's or Architect' srs rePresentativr.•s hoe dawing approval is NOT "double check" of the a REVIEWED The contractor - t contractor. CODE WED FOR fore ockin - °all remain responsible C othercons g heltl measurements and ST. LUCIE CpIANCE oonstruction criteria, Architect's aPProv truss vs rs general roof shape LINTY review of BOCstructure from IT it .„g and loading on C 9 viYY and uplift to d their r p dive lac ads an ' _ b¢_ Approved B / Gate: Brad &ne eradell A.LA. p•q - 92.0/93.2 MITEK 4.2 DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method MWFRS/C-C hybrid Wind ASCE 7-10 Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. 00 tb Top Chord Live 20 R , y Top Chord Dead 7 4.2 w 0 Bottom Chord Live 10 Non -Concurrent :2 C-6 o I Bottom Chord Dead 10 3 c TOTAL Load 37 7.2 yl o I Duration Factor 1.25 Wind Speed 165mph ` Top Chord C.B. Sheeting by builder. .�. H 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 K, U.L.=KQStfalDing Uead L08d C.B.=COnbnuous Bracin Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: M11412 (� Scale: 1 /4 = 1' 73 total trusses, 18 different trusses. MI 4: RLC ACAD: RLC Reviewed By: ^ Date: 11/14/16 Revised: 10/23/18 v) FOR Q WYNNE DEVELOPMENT CORP. ESCRIPTN L STERLIINGION. -76o 93 GARAGE RIGHT PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 18 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11412 ,o R4&4,40. 11111113, P M W