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HomeMy WebLinkAboutBUILDING SITE PLANSFILE C Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 2L ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" mood screws with self sealing washer at 12" o.c, max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L' and laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails aced 4"_o.c' at -all laps -and -two �staggered� rows 12" o.c. in field. Attach L. .4. 5/8" thick light textured stucco on typical concrete block construction q q - - ;. EGREES OO - L__ ��_w - Z - - - - - - COVERED PORCH 12" 0.4 12 RIGHT ELEVATiON SCALE: 1/4" = 1'-0" 5/8" thick x 8"w' cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 d ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woo screws with self sealing washer at 12" o.c. max spacing over ASTM D (tgpa 2) 30 lb felt underlayment installed with min. 4' aide laps and 6" end - laps fastened with corrosion resistant tin caps and with 1.25' ring shank nails %aced 6" o.c. at all laps and two staggered rows 12" o.c, in field. Attach eck to trusses using attachment detai on this sheet 12 SLOPE r \ U'-U" = Finished Floor LEFT ELEVATION -------------- 5/8" thick light textured stucco on typical concrete block construction VV "; ,/'T - , v Product Approval Submittal Affidavit Opening Schedule Swing Doore, Overhead Doors, Siidiag Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Expiration Date Design Pressure of Approved Teats 1,2,3 44 FL# 239.3 Single Hung SH-100 Impact PGT 5/I6" 1/4' gia. tapcons w/ min. 13/s" pace per product approval. min, edge distances specified enetrati to a Cgrg 'tor e6 all a bare to in roduct approval + 80.0 PSF - A I4-0330.02 Overhead Garage Door Model 824/811 9'-4" max width IL'-o' max height DAB R x ee eaneretr ee , at D e vet. g 3ir .:",Hi i HLC sl.s . r�M, a. s" a� 6 1) c t"' s/"a!"iW'"iirood I ,mi, n':.a"'ti•6nsi`ir`, .ri inn of i. " l texo - cc to , n W Wiisr, to ,ied„r. merw,i mm on L 10-9-21 + 50.0/-40.0 psf B FLU 14614.1 Fiberglass Desi n Pro/ Dewgth Pro SmooSliding Jeld-Wen Elco 1/4' dia. tapcon with min 1.25" embedment at 3' max from co�rners and n.5' o.c. maax.ithereafter in head and jambs. + 50.0 PSF C FL# 251.5 Glass Door Series 110 SGD PGT 1" mom Type "GSA" 1/4' eeda,. �apcomdsuci mmoI/ penetration adhere to P per P approve,+ min. 2 1/2" edge distances specified in Product approval - 60.0 PSF Product NOA/FL NUMBER Model III Manufacturer Attachment Method Expzpu�ation Date Design Pressure of Approved Tests M111110IL9 FLU 241.1 1' x 2 3/4" x .315' PGT Install per fastener type and spacings shown in Table IA and IB in product approval on sheet b or 22. + 58.0 PSF Roof FL# 11451.12 5V Crimp Metal Roof in g Gulf Coast Supply and manufacturing 2L ga. 5v crimp metal roofing attached to plywood deck using w9 x 1.5" Good screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb relt underlayment installed with min. 4 side laps and L" and laps restened with corrosion resistant tin caps and with 1.25" ring shank nails raced L o.c. at all lops and two staggered roue 12' o.c. in Field. Attach ck to trusses using attachment detail on roof plan - 108.5 PSF Siding stucco on Block Soffit FLU 121983 Model T4 12" vented Vinyl Soffit Kaycan Install using 2' x 2' battens at L" o.c. screwed to soffit framing using #8 x 3" wood screws at each true*. Install soffit to battens using Q.12' dia. x 1.5" long ring shank nails with S/8" dig, 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 Finish Columns with thick cut coral finished stucco bands R, rd 5/8" thick x 8% cut coral finished stucco bands'-, OL 0'-0" = Finished FI r"\rvgr. 2" x 4" top plate II ' 1/2" druwall ceiling on truss bottom cord i/2' drywall on 2" x 4" studs at 16" O.C. base -board ­-, II II / 2 x 4" P.T. bottom plate \ 4" concrete slab with fibermesh OR 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 ftype 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 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 12 4 SLOPE,, 5/8" thick light textured stucco on typical concrete block construction REAR ELEVATION IN L■JII�II ST. LUCIE COUNTY GUILD NISI REVIEWED FOR COMPLIA REVIEWED BY DATE PLANS AND PERMIT MUS E KEPT ON )CB SITE OR NO INSPECTION(S) WILL BE MADE ALL MANUFAMRES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN aRDER TO COMPLY WITH ALL APPLICABLE CODES. 12 "I 5/8" thick x 8"w cut coral finished stucco bands 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 6" end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach deck to trusses using attachment dotal on this sheet 12 4 SLOPE ` CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPON5i&ILITY OF THE CONTRACTOR OF RECORD, 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one lager of 15 lb felt using ed nails. Substrate to be 19/32" COX Plywood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. ICI i� it 6"xV #10/10 WWM on 6 and Visqueen clean compacted termite treated Interior Non -Bearing Partition fill over rite Braden t Braden AIR, FA WLlrine Building Corp. Architects - Planners 41-1 S.E. Coconut Avenue THE ROY A L E Tel BFax : (112) 281-8258 S ankh Lakes : (112) 281-8283 E-mail: bradenaia0comcast.net S Lucie Coun g Florida Stuart_ FL S4994 #AAC000032 . 2'-2" 5/8" thick x 8% cut FRONT ELEVATION coral finished stucco bands 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 Budding Code Residential: Lth Edition and ASCE 1-10 for Wind Loading Building Design is. Enclosed Risk Categorg: It Wind Velocity: 165 mph ultimate Mean Roof Height: II'-0" Roof Pitch: 4:12 Internal Pressure went: ±o_Is Sub)ectabnlity to damage from: Weathering: Negligible Termites: Vera Heavu Width of Roof End Zone: 3'-4" Wind Speed: IL5 mph ultimate Wind Exposure Classification: C 1.21 x O.G = 0.126 Adjustment factor for Exposure Height: 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.L/-32.4 psf Roof Zone: 2. +20.L/-51.0 par Roof Zone: 3. +20.6/-84.0 pef Components t Cladding Wall End Zone Width: 3#-4" Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.1 pal Wall Zone: 5. +35.8/-41.8 par Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? es Are Components an Cladding Deta1 a Provided? Yes Minimum Sal Bearing Pressure:2 500 al, Presumptive: X Bg Test: psi SEE PRODUCT APPROVAL FOR IMPACT PROTECTION FOR OPENING ROOF LIVE LOAD: 31 pal ROOF DEAD LOAD: 10 psf FLOOR LIVE LOAD: -45-- pal FLOOR DEAD LOAD: 10 Per JOB ADDRESS: MODEL: Date Drawn Revisions : 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT c.c.U. Checked by: D.R.B. TOROOF � PITCH = Roar Zone I Walls Zone 4 = Roof Zone 2 Walls Zone 5 END ZONE: Caner Zones Roof Zone 3 SCANNED Bil St. Lucie County 4Q fC�_- Sheet Comm # OF 5 FLOOR FLAN 4%, =AS POS D TYPICAL I. NOTES: SCALE 1/4" = I'-O" Contractor t0 verify ALL notes and dimensions prior to C H T ETAII- 36" high by 4" diameter N.T.S. AKEA UALGULATIUNS Living A/C = 1120 sq. ft. proceeding with work. steel crash post. Floor Flange with 4 - 3/8" Back Porch Total = 210 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 311 sq, ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t so ksi steel plate) Entry = 28 sq, ft. 4. a minimum 1,400 P.S.I. fiber stress. No dissimilar metals to touch. `" " Total under Roof= 2215 sq ft. S. ALL Concrete used for slabs shall be min. 2 500 PSI concrete. 2s" 2� �" h" Total Cubic Ft 13,760 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 13/8. ° 21W 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. Attach buck to block wall with -I. ALL wood in contact with concrete shall be pressure treated. 0 ° r 1/4 are. Elco conc screws with min. 1 1/4" penetration at 12" o.c. max and 4" max from each corner thru 2" VTR 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 2" V PT Buck 9. ALL plumbing fixtures to be low flow. Exterior face of wall x I 10. Contractor to Provide Drain at water heater in accordance anew with the current edition of the Florida Plumbing Code. 2M VTR 11. Contractor to Provide a 2'-8" wide door at one bathroom for as wood screws thru jamb into buck ,'1 IiI handicap accessibility requirements. 2,, 2y „ at each hinge and 15' o.c. max and Detail at Door prior to door attachment , I 1 ( I I 12. Lowest finished floor to be set by Governing Building Department L" h NTS 1 2' surveyor to Set in field. Master I Lay. Bath I I INSTALL VULKEM BLOCK SEALANT 13. Separation between residence and garage shall be per FBC R302.6 ON ALL JAMB, HEADER, AND Lev. I 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door INSTALLATIONRIOR TO BUCK ," W.C. I 2• VTR Water Heater Install windows thru buck into 3" I block with 3/I6" tap -con with 1 I/2' penetration at 4" o.c. me;, �" I 3• i 15. Wall and Ceilin shall have a flame -spread classification of not greater than 200 er FBC R302.9.1 9 P g p from each corner and d 2 " max thereafter at sand 20" oc. max. shoe.Kn. Sink 16. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 Exterior face at head and wll per product approval 1 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant of wall Buck to be I" x 4" PT Kitchen 2" 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 pay. with F.B.C. R316 - see permit info box of code edition 18. G psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 I"x4" P.T. Buck nailed to 3" C460, C1002, C104-1,C11-11, C1118, C12-18, C1395, or C1396 and shall be installed Detail at wlndOWS lock with case hardened nails W.O. prior to window attachment according to the following: (FBC R�02.3.5) Masonry Beam Beth #2 Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Ned sizing options for installation of dr well into I" x G" P.T. Buck Welled block with case hardened prior to door attachment. to nails NTS anus. Spacing Nails straws Maximum wood framing members 2" x aim. thickness Ceding Perpendicular 24" 1" 12" 13ga 1 3/8' long with 19/L4" head 0.098" diameter x 1 1/4" long /2 annular -ringed or Sidcooler nail OR 0.080" dia. x 1 5/8" long with Walls Either IL" 8" 16" Direction 15/64" head OR Ggpsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceding Perpendicular 24" 11. 12" 13ga 1 6/8" long with 19/L4" head 0.098' diameter x 1 3/8" long annular -ringed or Ld cooler nail 0.092" dia. xR 1 1/8" long with Walls Either 14" all1L" Direction 1/4" head OR Gypsum board nail O.0915" die. x 1 1/8" with 19/L4" head. Install SGD thru buck into block with 3/I6" tap -con with 1 1/2" penetration at L" o.c. max. /thereafter atner headnper product approval P P PP „ Use 3/I4tap-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 L" P.T. Buck nailed to block with case hardened nails Head prior to door attachment fixed door =' _ sliding door C.O. To Septic PLUMBING RISER NTS O I iv 19. ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.6, I I " Masonry Wall ------------------ A108.1, A118.1, A118.3, A136.1 and A131.1 „�• ;,:.;:,,,:;,; 20. Cement, fiber -cement or glass mat g psum backers in accordance with ASTM C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall Bottom `Track Typical Flooring be used as backer for the wall the in tub areas and wall panels in shower areas. SiII Install SGD thru buck into 21. Insulation includingfacings such as retarders or vapor permeable members installed block with 3/I6" tap -con with g P P I I/2" penetration at L" o.c. max. within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawls aces and attics S I I d I n D OOr D e t a i l g g P � 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 approvalJamb 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. R p Is. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 24 as. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" woodF screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4' side laps and L" end 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 e!77"F-at with (10) IOd x 1 1/2' nails GINEERED TRUSSES ( 24" o.c.) supporting Max. 4 Islolbs. 24"o.c. TYPICAL uplift (shop drawings by manufacturer) Aluminum Drip XXXXXY R-30 blown fiberglass Edge t Fascia V- in bottom chord of trusses I/2" drywall with smooth finish 2" x L" Sub -Fascia Two rows of beam block filled with concrete and (l) 95 bar Cont, in each row. Substitute Kaycan full o vent vinill soffit installed using 1/8" dia shank x I5" long precast lintel filled with concrete and (1) #5 bar cant. for bottom row over openings gals. roaring nails with 3/8' die. head per product approval - see chart sheet III 1/2" drgWall over I" x furringg strips a{ IL" o.c. with R4.1 fi-Fod insulation on typical 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 m Mortar to be Type only proportioned per FBC RLOl.I and Mortar fonts shall comply with FBC RL01.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tube etc...) #5 bar vert. w/ 30" overlap Fill cell with concrete and at each filled cell (l) #5 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR VxV #10/10 WWM on L rill Visqueen over / clean compacted termite treated fill Grade IIII���I k III1111 III =_ IIIIIII_I11111j1 II= I14" x 14" Concrete 14" footin with (2) #5 bars Cont. ang #5 T/ ICAL SECTION transverse bars at 48" o.c. Scale : 1/2" = 1'-0" Window Schedule Mark Size Rou h O en. Window Descrl tion PRESSURE ZONE I. 4'-SY;'x V-3'/e" 54Ys"x 0W Single Hung ZONE 4 2. V-2Ya"x V-3 %a" 15' x 63 W Single Hung ZONE 4 3, 2'-2" x 31-2h" 2-1h"x 30's" Single Hung ZONE 4 4. 3'-I' x V-3 is" 38" x 43'A;' Single Hung ZONE 4 S. 4'-SYe"x 4'-214" 54Ys"x 54 Ya" 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 manufacturer a specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-O' X 9'-O" 108" x 84" Overhead Garage Door ZONE 4 B 3'-O" X V-8" 41"%;' x 83%" Fiberglass Panel - Inswing ZONE 4 C V-O" X V-8" 14' x el %," 7W bA Sliding Glass Door ZONE 4 D 2'-0" X V-8" Solid Core - Wood - 4-Panel -Bi-Fold Finished 24' x 81 h" E X-V X V-8" Solid Core - Wood - L-Panel F 5'-0" X C-am Solid Core - Wood - L-Panel - Br -Fold G 2'-8" x 6'-8" x I3," Solid Core Wood, Steel, or Masorete Door H T-8" X V-8" Soled Core - Wood - L-Panel J 2'-L' X V-8" Solid Core - Wood - L-Panel - BrFold ALL Exterior doors to withstand pressures stated box on sheet 3*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough openinw dimensions to be verified by contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 91 Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia0comcast.net Stuart_ FL S4994 #AACOOOOS2 • EGRESS MASTER BEDROOM _ ° j�liiu 8'-O" A.F.F. "% q - Flat Ceiling � v� LL 35'-O" 1o'-O" Opt. PATIO/SLAB 21'-O" 10'-L" C12" x 12' Concrete column - block filled with concrete at (2) #1 bars vert. tied Into lintels above PORCH WIRE LATH t STUCCO CEILING 12'-8" 4" ° I I ° I a 8'-0" to T-8" A.F.F. N Vanity to be Vaulted 'Ceiling / 34 Ys"high I I H.B. 1 A� 20' 8" Rod t Shelf I G R EIA T 6'-4" ROOM lip O 41 2" x LQ Cj E I a below L" knee -wall counter top I� I Rod t Shel 'h r•�'�. F' ,F - I-nW/; \o - ~� I DINING ��� I ROOM ° +41" HIGH WALK $'-O" to 9'-8" A.F.F. I Vaulted Ceiling I 8'-O" A.P.F. I Flat Ceiling I 1-1/2" VERHANG v KiTCH'SN- - - - - - - - N - Upper cabinets to extend over Rer. 12'-6" I I [L R-il Bata Insuiatl./ I 22" x 54' Provide auto I Attic Access with light closer I- _ - - - _ El's Ste el Ballard -/1 detail on this sheet 14'-6" O THIRD _ BEDROOM e'-O" A.P.F. Flat Ceding = N K 97 N J - l7 W m1 �# ul }O 3,_4" 4„ 30„ 4„ 3,_0„ _ l', j m 111 rr L Q 150 mp ®n37 Dout Pan 1 Han 2" II ° GARAGE iq 8 -4" A.F.F. m" I INz O �+ Flat Ceding rc n it 3 � O I ° r-----------------) Iii �ouble singing a - I Block wall in I E O In - I I garage to be I struck block I O O MT ° ° `r ° ° I EcE, 2,1E c ° J nu I I I I I I O I I I 8„ 51 ° o Oo o 1101011141 ® SECOND zo �l.u. BEDROOM C] Ca �° LEGRESS -1 °° "° I I O Q 9'-0" 2' -8" 2'-2"' 9'-6" uuynne =ullaing c.,orp. THE RO ALE Spanish Lakes St. Lucie Count Florida 2'-2" Date Drawn Revisions : 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT C.C.U. Checked by: D.R.B. I o- N I in o- N i N Sheet Comm # 21 12-100 OF 5 .:7 I IN,, 1.1 1.. 1 U I\ /"-� L_ I X �.,/ I >_ .7 : I. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN PROPER ENGINEERING DATA FOR DESIGN. 2. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS 3. POISON SOIL AND COVER W/ 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. 1• GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR FOUNDATION FLAN 8. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 9. DESIGN LOADS ARE AS FOLLOWS: ROOF (DL+LL) = 41 PSF WIND VELOCITY = PER PERMIT INFO BOX ON SHEET #1 EXPOSURE ="C" 10. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-16, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 11. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS. SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1400 PSI 15. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 16. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision -4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 1*5 bar vert. at -48" o.c. max. Provide (1) filled cell on each side of openings upp to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'—O" to 9'-11" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 24" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey — Form Board Survey to be provided to Truss Company prior to truss construction 1, Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade X, 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. SCALE: 1/4" = 1'-0" FOOTINGS SCHEDULE Mark Size Description FI 14"W x 14"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 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY 8"W x 8" p ITHICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS QWith With Curb at Garage x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB O 0'-0" #5 bar vert. w/ Thicken edge to 8"x8" 30" overlap SEE TYPICAL with concrete and 4" concrete slab with frbermesh OR at each filled cell ECTIONS one 45 bar continuous 6"x6" #10/10 WWM on 10 mil Visqueen over \ clean compacted termite treated fill 4" concrete slab with fibermesh OR Vx6' 910/10 WWM on 10 and Visqueen over clean compacted termite treated fill Grade ;DJS I= 14% x 14"d concrete monolithic footing with (2) #5 bars cont. 14" f I TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"xO #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar Cont. Step per +q foundation plan N � � 101, (2) #5 bars Cont. bottom steel 12" DETAIL AT GARAGE STEPDOWN scnl ;= 1/1" = r-e)" 12' x 12" concrete column black filled with concrete and (2) $1 bars vert. tied into lintels above Top of Tooter 16" below finished floor Verify house slab height in field III t- ,30"x30"AL" concrete column footing with (4) 45 bars each way )ETAIL SCALE 1/2" = I'- 'e" PORCH SLAB EDGE DETAIL SCALE 1/2" _ 95 bar vert. w/ 30" overlap at each filled cell Adjust curb height based on gar. floor slope. #5 bar in curb \ 4" concrete slab with fibermesh OR VxV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill °aFr: d, _I 1- raa- a 14% x 14"d concrete monolithic footing with (2) #5 bars cost. 14" ARAGE CURB DETAIL 2" x 6" PT wood secured with \ 3/8"dia. x 6" anchor bait at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS IN PERMIT INFO BOX ON SHEET #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. 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 bg 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. Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location 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 Double Filled Cell Column NTS Braden t Braden AIA, PA Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaia9comcast.net Stuart. FL 3499L UAAC000032 6 LL pt. PATIO/SLAB I 12" x 12" concrete column block fill a with concrete and (2) #1 bars ve v into lintels above Nrtr — L F L 0 0 I Filled cell under FI I girder above FI 24" Rear Porch Slab to be poured separatelg LU 1 r J from House Slab, 1 I I d) Thicken footing to N Lilu- u724"w x 14"d x 24"Lunder filled cell nunder girder bearing. ° ° N ° V Rear Patio/Slab tobe flush with bottom of sliding door recess.Slope I" slab with fibermesh OR ° 601x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I FI I I I I I" �- V I �_ i I ° r I' I Ic I FI I I I I I I I` 1� o I w.H. I I C See detail on this she'/® - .I I I 4" concrete slab with fibermesh OR I I 1 6"xV #10/10 WWM on 6 mil Visqueen over I I s O clean compacted termite treated fill I I o I N I I FI will,+ 5 i- o° o) L Fn.To I I F51 m I I Recess for I O FS I I L — — — Garage Door — — — J ° in F 00 CRE)l 1=1— — I FI I I I I I I I I I ° l J H.B. 4'-0" A i C' tied H.B. ra NJ m v n.m in= LL 114 0 I O 0 O r 3'-4" 9'-0" 3'-61,1 2,-8" 1 2'-8" 2'-2" 9'-6"GE nne Building Corp. Date Drawn Revisions Sheet �i p 3-28-18 5-23-18 Smoke detector revision THE R O ALE GARAGE Drawn by: LEFT c.C.U. . Spanish Lakes Checked by: St. Lucie Count Florida D.R.B. OF 5 ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2.5" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws bas d on ress re for roof stated in permit info box on these plans for zone 3 Ke Area Ede Meld Fastener P ies-r Zone 1 4" 8d ring shank 45 psf Zone 2 46" 8d ring shank 16 psf Zone 3 4" 4" Sd ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112,5 psf ** Use nails or s4rewe based on res ure for r of stated in permit info box on these pl�ns or zone Verify with Plan Provide #5 bars with min. 48 bar diameters overlap into beam. Tie filled cell steel into continuous beam block steel. Provide Caet-Crete BUS-OB/OT precast lintel set in mortar Min. 8" Bearing x 12" n Block JSfZ Refbar i un. vvcnap Column to :lintel Attachment NTS Provide #5 bar set in pre -cast ROOF l= ^ A N Scale : 1/2" = 1'-0" lintel into beam where length of the opening calls for it. — Overhangs at 1'-0" Unless Otherwise noted On this Sheet — Roof pitch at 4:12 unless Otherwise noted on this sheet _f a7ygyi;'J ilk f<�:F Provide PT Buck w- p_,,.I attached per iamb details into filled col 4' Pre -cast is ll 1- . _:, — Truss shop drawings to be provided bg manufacturer Any changes t0 this plan she 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 constructio Provide #5 bare with min. 48 bar diameters overlap in filled cell. Tie filled cell steel into continuous factor steel. 41 "I;''." ;:: '' I' Concrato Factmg :'-�: '" r. (aeo footer schedule for exact sizes) DETAIL AT WiNDOW OPENING IN CBS WALL Scale: I/2" = 1'-0" SINGLE PLY REAR GIRDER TRUSS Nail 2' x 4" blocking to vert. leg of truss with 10d x I.5 nails at 4' o.c. Install Simpson MGT into wall uangg r+ 5/6" dia,a.threaded rod set min. IZ" into wet beam and (22) IOd nails into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER 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 T pe 2 felt paper using 8d nails. Substrate--. to be edges with COX Plywood nailed in 6" ads in field \� and edges with IOd ring shank nails into studs. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11651.12 26 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 aide laps and 0 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 detm on this sheet Additional Precast Lintel #5 bars ;f:.< ; r'•=; :=x�!'" ��E R Lintel Length Bar Length Clear Span n AB Bars 11 u Bars 2'-10" 2'-8" I'-6" 2,95 none 3'-6" 3'-4" 2'-2" 2 #3 none 8FS-OBAT 8F8-I1BAT 8F8-1911 ddrtional 4'-O" 3'-10. 2'-8" 2.93 none #5 bars ctt= ?" +. a 4'-6" 4'-4" 3'-2" 2,93 none no Rom of W•',::•"r::•.-: 5'-4" 5'-2" 4'-O" 2.#3 none Block Above 'a'::i>: 14 2,9t4 none , t :5:, :• Precast Lintel i r r ':tf»`< i i Additional i 6'-6" 6'-4" 5'-4" 2A4 none --__e #5 bare t---- e 1'-6" 1'-O" 6'-2" 2,45 none 81=I6-I5/IT BPIL-IB/2T 8'-4" 1'-10" 1'-O" 2,#5 none NOTES: ALL reinforcing steel is grade 40, I. min. coverage of steal-1.5" 2. min. bearing required 9 ea, end=8' 3, standard for reinf. ateel=ASTM A415 TYPICAL LINTEL SECTION l PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Cast -Crete Specification Rows of 'H" Block Above « Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 X-2' V-0 BPS-OB/IT 1 #5 3049 I5L9 1024 L31 1 _-V 3-3 4'-O" SPS-OBAT 1 #5 2541 13113 1L3 L45 4'-5' W-10' 8F8-OB/IT 1 #6 1106 1 909 $39 LBO 5'-0' C-La BPS-OBAT 1 #5 1238 835 121 LLO 4'-8" T-6" 8P8-OB/IT — 1 #6 1011 121 534 LBO 8'-0' T-4' 8FS-I13/2T 1 #5 2 #5 152 1 Sell 512 L90 T-O' 10'-V 8FS-IB/2T 1 #5 2 85 643 1 630 401 L90B T-0" 10'-L' 8FIL-11 ONE 1 #5 2 #5 1533 1 1183 401 1_I00 10'-0' II'-4" 8FS-I5/2T 1 #6 2 65 662 1 494 452 LIOOB 10'-0" 1 81sI4-IB/2T ONE i #5 2 #6 1346 1028 452 L120 12'-0' 13'-4' BPS-IS/2T I 1 #6 1 2 1 #5 411 428 324 L1208 IT -On 13'-4' BPIL-IB/2T ONE I #5 2 #5 1015 110 324 L140 14'-O" 15'-4" 8PI4-I8/2T ONE 1 #5 2 #6 1250 40-1 259 LILO IiI m'-4' 8F8-8/2T I #5 2 #5 300 192 144 LIOOB IL'-O' IT-4' eFli-I15/2T ONE I #5 2 #5 960 500 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails - ( 24" o.c.) supportmg Max. 1810lbs, upt Aluminum Drip -Edge t Fascia 2" x 6" Sub -Faso 12"o Kaycan full o vent vinyl soffit installed using 1/9' dia shank x 1.5" long galv. roofing nails with 3/8' die. head per product approval - see chart sheet #1 12' x 12' concrete column block filled with concrete and 12) #1 bars vert. tied Into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of Tooter IL" below finished floor 12 4 into Aluminum Drip Edge t Fascia Flash and Counter �� flash Nail ledger to gable and truss with 12) IOd " �d1 at each web \ :ration into 3/4' penetration members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan #5 bar vert, w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Step per foundation plan � Slope per foundation plan 'rr\ L4•rr Brace Gable and with 2" x 4" SYP #2 eft back nailed to bottom Of top chords using (2) IOd nails at each tlwas i PRE-ENGINEERED WOOD TRU e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) 12" N � N � X r O� rn N � N +r C. t`'o `o a a- � a N N U .. Q 010 ti d) 00 E o 03 NU E \R-30 blown fiberglass in bottom chord of trusses 7_Q -1/2" drywall with smooth finish Two rows of beam block filled with concrete p _and (1) #5 bar Cont. in each row. Substitute o lintel filled with concrete and 11) #5 i- m Ear bar cont. for bottom row over openings o 1/2" drywall over I" x furringg Pi .r 1 Cn strips ai 19" c.c. with R , -foil A -insulation on topical So' Block walls All drywall to be installed per FBC R102.3.1 w and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned er FBC R601.1 and Mortar joints shall comply with FBC 601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc,..) Fill cell with concrete and (l) #5 bar vart. (typical). 'Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" #10/10 WWM on 6 mil Visqueen over f clean compacted termite treated fill I���IIII����IIII����IIII��°.,i����i«i������"� ill,,,,111111111 tilt 1���=����1i 3 Tgplcal Section at 1=ront Porch Scale : 1/2" = 1'-0" Braden iE Braden AIA, FA Architects — Planners .411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 If B E-mail: bradenaia0comcast.net N H lU Simpson HETA 20 hurricane anchor at each truss ( 24 o.c.) supporting Max. 1810 Ibs, uplift HETA 20 100 III ill, re .r; BI Strap truss to wall using Simpson MGT with 518 dia. 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 BI L45 VA TED AR EAl +' 12 _ SLOP 4 BI — � E B W N W BI4 FSLOPE Gulf Coast 26 ca. 5v x 5v ad with corrosion resistant tin o.c. at all labor and two staaa ,AN ig FL #11651.12 deck using #9 - sine taps with 1.25" ring 12" o.c. in fie L45 1 Attic Aces"1 ��- W BI L31 O I z I \I I I O / I I\ I •H I ao L31 51 1 8'-0" MAX- 48" i'RIgAT\ I Wt4nne Building Corp. THE ROYALE Spanish Lakes St. Lucie County Florida lQ [3 -------------- HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 2100 o.c.) supporting Max. 1810 lbs. uplift B1 L45 SLOPE +� x w r N 03 y tt V O d d � W = ` 0 a N a c o � u N o0 E OD (T) u N ` r N Q H w Date Drawn Revisions 3-28-18 5-23-18 Smoke detector revision GARAGE Drawn by: LEFT c.c.U. Checked bg: D.R.B. Sheet Comm # 12-100 B OF 5 PANEL "A" Polea BR Load Wee Description are# are# Description Wire Load BR Poles 2 40 1.0 kw as A/C comp 1 2 AHU #10 3.5 kw _ 30 2 3 q 2 30 11.5 Ice #10 40 gal. water HTR 5 L Range #t MO Its 50 2 7 e 1 20 1.8 kw #12 Pump Cl 10 Drier #10 5.0 kw 1 30 2 II 12 1 20 1.5 kw #12 13 14 Dishwasher #12 1.2 kw 20 1 1 20 1.5 kw #12 Microwave 15 IL Refrigerator #12 1.2 kw 20 1 1 20 1.5 kw #12 Kitchen S.A.C. m is Recepts #12 - 20 1 1 20 1.5 kw 812 Kitchen S.A.C. 19 20 Recepts #12 - 20 1 I 120 1 1.2 kw #12 Clothes Washer 21 22 1 Racepts #12 - 20 1 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #12 - 20 1- 1 20 1.4 kw #12 25 24 Recepts #12 20 1 1 1 20 1.92 kw #12 21 28 Recepts #12 20 1 1 15 #14 General Lighting 29 30 Recepts #12 - 20 1 I 15 #14 General Lighting 31 32 Racepts #12 - 20 1 - 1 15 #14 General Lighting 33 34 Exterior GFCI #12 - 20 1 - I i5 #14 General Lighting 35 34 Bathroom GFI #12 20 1 1 20 #13 Smoke Detectors 31 38 General Lighting #14 - Is I I 20 #12 Bathroom GFI 39 qo General Lighting #14 IS I s are 41 42 spare PANEL "A" LOAD CALCULATION SHEET Load Description Qty. Watts Total(Watts) General Lighting (3_ watts sq: ft.) Small, Appliance Grcuitla),,,,,,, ,,,,,,,,, ,,,,,,,,,,,,,,,, .Range ......... .................. ......... ................. Refrigerator.................................................. Microwave Dish Washer Clothes„ Washer .......................... _.................. Clothes..bryer................................................ .Water. Heater.......................................I.,....... Water. Pump ............. ....... .................. ...... -. ..I Game. Door,Opener....................--1.,..1......... 1,135_ 3 5,205 2 1,500 3000 1 12,000 12,000 1 1200 1,200 1 1,500 1500 1 1,200 1200 1 1,200 1 200 1 5,000 5 000 1 4 500 4,500 1 1800 1800 1 810 910 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 10,000 965% 1 10,000 10,000 Calculated Load Watts $0.946 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol S Single Pole Switch ® Recessed Can Light $y Double Pole Switch ® Eyeball Recessed Pal Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle o- Well Mounted Light Waterproof, ground fault interrupt PC Light with Pull Chain (attic) ® Floor Duplex Outlet @ Computer Connection Jack rc-m-1 Carbon Monoxide Detector 4& Flood Light TO Thermostat ® Electrical Panel ® Central Yee 8 Electrical Meter Ceding Pan n Jack Fetector ne Jack A�,e A/C Disconnect lorescent Light ® 2 x 4 Florescent Light Hook -Up ❑ intercom = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = Balanced Air Electric Notes: Opt. PATIO/SLAB 139 CFM loxloxl PORCH MAST�R BEDRO M 139 CFM loxloxl 163 CFM IOxlOxl II Center Rbgisters on telling ran I I 12x12x10 B/A B%A° I G R EIA RO(Dim Vent thru 32 CFM 1 1 KITCHEN I i 144 CFM Fn � 12x6x1 SEE MANUAL "J" and Energy Calculation for Unit info 18 150 Amp Panel IN Attic Access with light 4"0 Steel Ballard $avo detail on this sheet GARAGE r----------------- f I I I I I I I I I I 1 1 I. Use copper wire onlg, no aluminum. I I 2. Provide and wire all required smoke detectors. 3. Contractor to verify location of electrical M TE service and provider. AHu I I AM 92/0 Aluminum Peed 1 '/a' Conduit PAKEL 4. 5. ALL paddle fans shall be on a rheostat. ALL bath and kitchen receptacles to be GFI protected. 2« PVC (FPL 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. 2« rigid service FPL Barns #cocant pP1091P in dab 9. A/C Return Air Balance Must comply w/ FBC RT11602 10. A/C Refri r nt lines that are run thru slabs must be sleeved in ic ELECTRICAL RISER 11. ALL A/C Equipment shall comply with energy calculation 12. All work shall be performed bg a licensed electrical - Contractor shall use AL-CU Landing lugs. NTS contractor, the completed system shall be fullg operative. - Contractor shall torque lugs I.A.W. 13. Contractor shall pag for all fees, permits, testin and manufacturers recommendations which be verified to construction inspections including blower testing where required. shall prior 14. All work shall be coordinated with other trades to avoid 19. The electrical s stem shall be tom letel and effective) g p g 15. interference with the progress of construction. All required insurance shalt be provided for protection grounded as required by the latest edition of the N.E. . against the public liabilitg and propertg damage for the 20. All material shall be new and shall bear underwriters' duration of the work. labels where applicable. IL. Contractor shall guarantee all materials and workmanship free of defects for a period of not less than two years from 21. All equipment and panel sizes shall be verified before the date of acceptance or certificate of occupancy, or one ordering. The contractor shall provide circuit routings to year from closing sale of house. suit the job conditions. Correction of defects shall be completed without additional charge and shall include replacements or repair of any 22. Furnish and install all fixtures as called for on the plans other phase of installation that may have been damaged. or as selected bg others. 11. It is not the intent of these plans to show everg minor detail of construction. The contractor shall furnish and install 23. All racewags and pipes placed in or through any concrete all items for a complete electrical system and provide all slab shall be spaced a minimum of three diameters of the the requirements necessarg for the equipment to be placed in largest conduit or pipe from any other service. proper working order. 18. All work shall be done in accordance with the N.E.C. and 24, All exposed wire below T-I" shall be installed in metal EMT shall comply with all local codes and ordinances, and shall conduit. meet all standard requirements of the local electric utilitg 25. Drger Vents to be installed per FBC RM1502 and teleohone comoanu. 12" - -I IC AxL;r_M 163 CFM loxloxl DINING ROOM THIRD BEDROOM 84 CFM IOxod 13 215 CFM 12xbxl SECOND BEDROOM Opt. PATIO/SLAB i MASTER BEDROOM WP GFCI / tv TV / N � I� PORCH \\ \ Tv \\ ---'I _-----___ �C GREI1IA T ROOM al\MD orowde Detector comb° GCIF CLOPE �I 1 I I 1 I � Exhaust Duct n Thru Soffit GFci DINING GFCI 1 ROOM GFCI GFCI \ GF I 50 ®M ° IT N DucxThrut - - - - - - - Wall WP GFCI / / � _ �^40 Install oulet ` THIRD under disc. _ \ BEDROOM not shown or in w clarity U = g 42"h GF - - A/C 1 � #1 I l ticAeiu with light ----- \ 4"e Steel Ballard ___/ I \ See detail on this sheet Pull chain light in at \ tic Pc I 15Pane)I p \ \ \ OPTIONALOCATION PANEL I / \\ � 42"h GFCI 1 I smoke csrhan s��-- I Iioseul� Vent thru \GARAGE cncDetector \ I I I ©O T O CFP �I Garage 1 \ \/fryj>J Door Opener \ 0 ar-----------------1 I - - - �r- I I I I / I I I to Carrie \ yc'�� I -N I I I S E C�'O-D- 1 / BEDROOM / / I b ELECTRiCAL FLAN SCALE: 1/4" = 1'-0" MECH,4NiC.4L LAYOUT O= THERMOSTAT LOCATION SCALE: 1 / 4 " = 1' - O if Braden t Braden AIA, PA Architects - Planners -411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-mail: bradenaiaecomcast.net Stuart_ FL 34994 UAAC000032 Attic Ventino Calculations FBC 2309.1 Total Attic Space = 2481 sq. ft. Venting Ratio 1/150 = IL58 sq. ft. required Provide A Continuous Vented Soffit WQnne Building Corp. THE ROYALS Spanish Lakes St. Lucie County Florida GARAGE LEFT err Post Light on corner Exhaust Duct Thru Soffit Wire For Front Post Light Post Light With J Photo call \� a, IT Date Drawn : Revisions : Sheet Comm # 3-28-18 5-23-18 Smoke detector revision Drawn bg: 12 -1 O O c.C%U. -1 Checked by: C).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. SPACING NOTE ALL TRUSSES ARE f0 BE SET AT 2"-0: ON CENTER EXCEPT AS NOTED F1 DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERIN BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. A 30' Span or less A 601degrees or less '--. 1 /2 Line span ap REFER TO BCSII Truss must be set this way if crQlne used. Truss is an example, your truss may not match. Insist crone operator sets truss this way. 30' to 60' Span Spreader Bar kag ,__ Approx 2/3 to 1 Line 1/2 of Span REFER TO BCSI Tss must be set this way if crane used. This is an example, truss may not match. Insist crane operator sets truss this way. All load bearing walls, headers, beams &I lintels must be in place at indicated height before trusses A are installed. A AIR HANI-->I_EFR N®TE 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. I Carrying Girder For Truss to Truss Connections see hanger/copnector Nails must be as shown. Guide tabs o schedule in engineering Dome angle nails. package. Carried Truss HIP CPRRIER LOCATED AS DIMENSM.,.FD IXI IAYWi u WTposs-00. Bee in MR4 O�-ZYi ERaMFFAIRIi a80 N•oc.TNRIJ oll Nea.wcl(s ze• �.t`tT�L CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY SEAT PLATES BY CHAMBERS INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR 12 4.00 F-- heel=315/16" PLUMB CUT END 2 x 4 Top Chord BEARING HEIGHT 8'-1" TYPICAL END DETAIL r 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 BCSI & properly nailed to straps & hangers ic. 14' 21' N � m m tD Ip m m m m m m m tD f0 V N N J2 N NI J2 J4 Ja _ J6 J6 GRC A6 I A4 I A3 I I A2 i I I Al I / I Al Ox All I a ff Al 13_72^ I� 121 I IN . Al I I I At I I Al � I Al I I Al - I A A 0 A of wto0 ~ N � A ILIA a<F- A m J Lu W d 3:J Q Z A F- .0 Wma A z3Z 0 A Of M A T SETBACK BOSTON HIP TRUSS BH7 GRB N - > > ' J3 �)y Th B J1 B Ln In m N un to B o GRA I I tO I 0 •FOP ,�9 �@ --------- - - - - -- - - -- ----� JC ir) JC I iv IC14' - I -- - - - ---- ------ ---.-------- {-- - - - - -- )0 ✓@ 15'-10" 5'-4' 2'-2" 9'-6" 2'-2' 35' GARAGE LEFT GARAGE RIGHT 27 TRUSS DRAWINGS ARE ATTA4D TO LAYOUT — .• yr me Inform — before packe111ncluded ®rector" before settln on derh :7haseesnfuttbesetarrd��-.plrussss" Trusses aunt spas "bdatina@a Wo nct'set bunks or sfck nr h luars "birlYl w.J�..__. - 3106 Oleander qi®nue Fort Plefl* F104da 34982-6423 Furtplerce 800.551'5932 Vero Beach . 2012 Fax 7Tz'-8711 46"02 �Auaea � S �arr'.Au . �302 l ix ✓irchizect" o� Architect's represeStatEve s, - shop drawing approval is NOT a "double check" of the contractor. The contractor shall remain responsible for checking field measurements and other construction criteria. Architect's approval covers general roof shape, review of truss strapping, and loading on structure from gravity and uplift loads and theirr p ctive locat s Approved By/ `)a 92.0/93.2 MITEK 4.2 Braden 8 Braden A.t. . P.A. -- — DESIGN CRITERIA County SAINT LUCIE Building Department ST LUCIE COUNTY Design Criteria ASCE 7-2010 - &AlWind Wind Design Method Roofing MWFRS/C-C hybrid Wind ASCE 7-10 Material Metal Roof Loading in PSF Roof R.D.L. �Ic 01 r'ITop Top Chord Live 20 c Chord Dead 7 7 4.2 �Im Bottom Chord Live 10 Non -Concurrent I Bottom Chord Dead 10 o TOTAL Load 37 /32 to Duration Factor 1.25 Wind Speed 165mph I $� _Top Chord C.B. Bottom Sheeting by builder. Chord C.B. Sheeting by bclilder. Highest Mean Height 12-0' Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the r Chambers Truss Inc. Drawing Name: M11324 Scale: 1/4 = 1' 83 total trusses, 27 different trusses. MI 4: SAE ACAD: SAE Reviewed By:__ Date:07/19/12 Revised:03/2'1/18 FOR WYNNE BUILDING CORP. DESCRIPTION: 70' CARLTON, ELEV. D 7 &7(� PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE M 11324 J396,9