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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY I 2" Gulf Coast Supply and MFG 5v Cnmp Metal roofing FL #IIL51.12 2L gs. 5v crimp metal roofing attached to plywood deck using #9 III screws with self asahng washer at 12" o.c. max spacing over (type 2) 30 lb felt underlagment installed with min. 4 side laps laps fastened with corrosion resistant tin caps and with I. " ring spaced L o.c. at all laps and two staggered rows 12' o.c. Pie deck to trusses using attachment detail on this sheet C1) 5/8" thick light textured itucco on typical concrete 12 block construction SLOPE JJ RIGHT ELEVATION 12 4 SLOPA u SCALE: 1/4' - 1'-0* COVERED PORCH 5/8" thick x 8"w cut Finish Columns with coral finished stucco bands 5/8" thick cut coral finished stucco bands Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11L51.12 2L ga. 5v crimp metal rooting attached to plywood deck using #9 x 1.5" wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and L" end 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 detal on this sheet 0'-0" = Finished Floor__________________ LEFT ELEVATION PE GRESS 5/8" thick light textured stucco on typical concrete block construction SCALE: I/4' = I'-O' Product Approval Submittal Affidavit openiumsSoLedttk Doa» Overbe ad Doors, Dears. 1Aiadow di 81gr11� opening Product Yodel Manufacturer G1esm Attachment method Dale Tests 1.2.3 t4 FL# 239.3 Single Hun g g SH-100 Impact PGT 5/I6" 1/4' ia. tape a/ inn. I 3/8" p���tanti to bb• apnea par pr°oau°et approval. Co tfi raeior a�iall edh•ra to mst saga dwtancea *pacified in Product approval + 80.0 PSF — A I6-0330.02 Overhead Garage Door Molpl 824W/8h11 V =p" "ma he alit DAE IN "�"' �a "��� " se ar wio."' "'dZa a �" `° ° .am sdh.r. ur 10-9-21 + 50.0/—LO.O eP P 15 FL# 14414.1 Fiberglass Deatgn Pro/ Smooth Pro Jeld—Wen Elco I/4' din. an with min 1.25" embedment at 3' wax rrom corners and�.5' ac. max thereafter in head and jambs. + 50.0 PSF C FL# 251.5 Sliding Glass Door Series 110 SGD PGT 1" mom Type "GSA" I/1' e. tapc e/ inn. I / " enetrati mil`] 1/1' product dge distancesaspenr`ieedrin Product�roval° ± 60.0 PSF Product NUMM Yodel Manufacturer Attachment Method Espiratiom Date of ,�� Mullions FL# 2LI.1 I' x 2 3/4' x .315' PGT Install per fastener type and spacaigs shown in Table IA and IS in product approval on sheet 5 of 22. + 58.0 PSF Rood FL# IIL51.12 5V Crim Metal Roporin g Gulf and Coast Supply manufacturing 2L a 5v Cr metal r rig attached tS plgmood dock uwng #9 x 1.5" noo� aetems w" � silt sea n, washer at 12 o.c. max epeang over ASTM D Itgpe 7) 3o Ib Pat under point installed with min. 4 ad Isss and L' end ape f2stened wits corrosions romstent tin caps and Ph 1. " tmg aharde pads a ace L ac. at all Ins two st ge�sd rgw• 12" a.a 'm f,,,d. Attach di'ock to trusses using attachment detai an roof plan — 108.5 PSF Siding Stucco on Block Soffit FL# 12198.3 Model T� 12" vented Vinyl Slit Kagcan Install using 2" x 2' battens at L" o.c. screwed to soffit framing using #8 x 3' wood screws at each truss. Inswithtall salit to battens using +55.0/-35.0 PSF Hurrica Pamela I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Gulf Coast Supply and MFG 5v Crimp Metal rooting 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 underlagment installed with min. 4 side laps and L" and laps fastened with corrosion resistant tin caps and with 1.25" ring shank Halls spaced L oc. at all laps and two stagggered rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet COVERED PORCH ARE SUBJECTTO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO D1�1ZSl�N COMPLY WITH ALL APPLICABLE CODES. ALL MANUFACTURES LABLESSHOWING �N� M �t N I pN� et U FAH F C ENERGY COS AND SHGC DE MUST Zrc�E 6� 5� 9E�1��eEMP REMAIN ON ALL DOORS AND WINDOWS W Ee\l � �Ml� MtONl51 UNTIL INSPEC11ONS ARE APPROVED pP�ESNSp�C� 5 �_7 5/8" thick light textured stucco on tgprcal concrete block construction REAR ELEVATION 12 SLOPE 4 �II�I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESP0t4S1aIL1TY OF THE CONTRACTOR OF RECORD. R 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 MIL51.12 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 (tgpe 2) 30 lb Pelt underlagment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails spaced L o.c. at all laps and two staggered rows 12' o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using ad nails. Substrate to be 19/32" COX Plywood nailed at V o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. IM I� it 5/8" thick x 8"w cut' coral finished stucco bands FRONT ELEVATION SCALE: 1/4' - P-O' 1/2" drywall ceiling on truss bottom cord 2" x 4" top plate I/2" drywall on " x 4" studs at 16" o.c. base —board 11 11 / 2' x 4" P.T. bottom plate 4" concrete slab with Pibermesh OR VxL' #10/10 WWM on 6 mil Visqueen over clean compacted termite treated Pill Interior Non —Bearing Partition silts i 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 5wlding Code Residential: 4th Edition and ASCE 9-10 for Wind Loading Building Deign is Enclosed Risk Category.• II Wind Velocity: IL5 mph ultimate Mean Roof Height: IIII'-OO' Roof Pitch.7. 4:I2 Internal Pressure Coefficients ents * D_le I Subjectability to damage from: Weathering: Negligible Termites Vera Heavu I Width of Roof End Zone: '- ' Wind Speed: IL5 mph ultimate Wind Exposure Classdic+ tIon: C 1.21 x O.L = 0.�2L Adjustment factor fa xposure Height: A�� er n '1-10 Nm mum 0 Load Combination: ASCE Section 2.4 DL+LL; OLWAIM.; 01AS LI'L Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.L psf SCANNED Rod Zones 2. +20.6/-51.0 paf By Rod Zone: 3. +20.L/-84.0 psf 8t Lucie COur1(yr Components t Cladding Wall End Zone Width: 44 33gg Components t Cladding Wind Pressure (NET) Wall +35;8/-4'81.8 pat Zone Zone. 5. Ways 44 Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3paf Shear Walls Considered for Structure? � Continuous Load Path Provided? Ott = Roof Zoe 2 YYeeaa Welts Zone 5 Are Components an Cladding Ds� Provided? YRs END ZONE Minimum Sal Searing Pressure: si, Presumptive: X S Tests psi S E RODUC AP R AL FOR -IMPACT- P O E TI N FOR -OPENINGS = Corner Zones Roof Zone 3 —pat ROOF LIVE LOAD: 3_ psf ROOF DEAD LOAD: 10 FLOOR LIVE LOAD: �;L of FLOOR DEAD LOAD:-Lo sf JOB ADDRESS: FLOOR PLAN Recess top plate alum x 3/84d 4„ for steal support ngle C R A S H P O r_ T DETAIL 8ea detail an this sheet TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. I. Contractor to verify ALL notes and dimensions prior to 3C high by 4" diameter steel crash post. Floor Steel countertop support angle proceeding with work „ Counter top - varify typo with contractor Flange with 4 - 3/8 Install 6from each and and --j Base cabinet 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts into arse in center of counter. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 kai steel plate) we angle dotal a minimum 1,400 P.S.I. fiber stress. at IL"80.e.� studs 4. No dissimilar metals to touch. 6" t/2• drywall S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. �" �" 2• z e° PT woad plate ALL Concrete used for vertical filled cells, cont. tie beams etc.. to �2 hills shall be 3.000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord 13/s" O z KITCHEN ISLAND FRAMING DETAIL of trusses with screws per FBC R102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 2 S. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance With the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set bg Governing Building Department surveyor to set in field..„ 13. Separation between residence and garage shall be per FBC R302.6 L" 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door W.H. = Water Heater 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 16. 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 flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply with F.B.C. R316 - see permit info box of code edition 18. G-i psum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 C%O, C1002, C1041,0111, C1118, C1218 C1395, or C1396 and shall be installed according to the following: (FBC R102.3.5� Drywall gaming maspacing TMcknew Location Orientation ember fasteners options Nod ai>Jn bons for of installation of drywall into Nails Screws Maximum wood framing members 2' x min. thickness Ceiling Perpendicular 24" 7• 12" 13ga 1 3/8' long with 19/64" head OR 0.098' diameter x 1 1/4' long „ Yz annular -ringed or 5d cooler nail 0.080' dia. x 1 5/8" long with Walla Either IL' 8' IL• Direction 15/64 headR Gµpsum board nail 0.086" dia. x 1 5/8' with 9/32• heed. Calling Perpendicular 24" ,' 12' 13ga 15/8" long with 19/L4• head 0.098' diameter x 1 3/8• Ion g annular -ringed or 6d coder nal 0.092" dia. xR 1 1/8' long with Walls Bither 16" S. 8 IL section 1/4' head OR G psum board nail 0.0915' dia. II x ,/8" with 19/64" head. 19. ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.6, A108.1, A118.1, Ai18.3, A136.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall 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 accompanying smoke developed index not to exceed 450 when tested in accorASTM E 84. Insulation shall comply with F.B.C. R316. Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 24 ga. 5v crimp metal roofing attached to plywood seek using #9 x 1.54 wood screws with self sealing washer at 12" o.c. max spacing over ASTM D (type 2) 30 Ile felt undorlagment installed with min. 4 side laps and f." end laps fastened with corrosion resistant tin capa and with 1.25" ring shank nails spaced 0 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 ��_r Writ 12 1 � BATH R lute-i I2 t1m; „�%tea I 1 "e\ ��KITCHEN Itav� ; �y�'13. i 2' LAUNDRYMY 'l I I I 1 12. 1 1 2.1 I 1 1 vi 2' 1 v-i 2" 2' 2, 3" sisal 2" f/1M ( 3 eai t. 2' � 3' BATH s2 3' SANITARY RISER fit@ Window Schedule Mark Size ROU h Orien. Window Description PRESSURE ZONE I. 4'-6Ya"x 4'-1,!/a" 54Y,"x 54Pa" Single Hung ZONE 4 2. V-2Ya"x 5•-3 %a" 15' x 63 %;' SH7gle Hang ZONE 4 2'-2' x 3'-2%2" 21h"x 3851e" Single Hung ZONE 4 4.3'-I' x 5'-3%" 138' x 63''A" 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 operang dimensions to be verified bg contractor with manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 9'-0' X i'-on 108' x 84' Overhead Garage Door ZONE 4 B 3'-0' X V-so 4r 4" x 8VV Fiberglass Panel - lmong ZONE 4 C 6'-O' X 1'-8" 14' x 81 ' 2" M "E"E's Skdtng Glow Door ZONE 4 D T-0' X V-8' Solid Core - Wood - 6-Panel -BI-Fold Pttimehed 24' x 81 i2" E 2'-6' X V-8" Sated Care - Wood - 6-Panel F 5'-00 X 6'-e' Solid Care - Wood - 6-Panel - !It -Fold G 2'-8' x V-8" x I N" Solid Core Wood. Steel. or Masatntt Door H 2'-8' X 6'-8" Solid Core - Wood - 6-Panel J 2'-6' X 6'-8" Solid Core - Wood - 6-Panel - BrFald EMEME ALL Exterior doors to withstand pressures stated box on sheet #1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX All rough openi%l dimensions to be verified bg contractor with manufacturers specs prior to construction in permit info AND SHALL ON SHEET 91 Attach buck to block mall with 1/4' dia. Eleo cone serves with on. 1 1/40 penetration at 12' o c. max and 4' max from each corner thru Exterior two 2' x L" PT Buck sir can aria ae Wood aaowa thra jamb mte buck Detail at Door �; each to &• .rid attachment as mini and m to ear and 19 & NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB. HEADERL AND SILL BLOCK PRIOR TO LUCK INSTALLATION Instal windows thru buds into black with 3/16" top -am o h 1 1/2' penetration at V o.a max area aach corner and 20." &a. max thereafter at a and 20' o.c. max. Exterior face at head arW mll°pper product approval d mall - book to be r x 4' PT I•x4' P.T. Buck nailed to lock with case hardened nails Detail at Window S prior to window attachment NTS 12" 8'-10/2" itu 8'-101'2" I " EGRESS �12" x 12' Concrete column /" blxk Pilled with concrete and 13'-II" p (2) #1 bars vert. tied into lintels above Filled cell under girder above PORCH WIRE LATH t STUCCO CEILING 19'-9" 141-010 MASTER MEEO ° BEDROOM c °° °° ° ° ° 8'-O" A.F.F. N 0 i 'W ga; Flat Ceding tL 1° � r ° v I Vanity to be O ' 1 O 4 Y, high ° Rod t SheIP 8'-O" toiT-8" A.F.F. T Vaulted Ceiling in -91 m r co s GREAT' ROOM ° �LOS T i$ I ° Rod t Shelf C4 u� in 1 Nw ° u. D -L. 32 DRYER ASHER ° O e 5'-3" in (L 9' s' O LAUNDRY a 1 O W 0 i I to T-8" A.F.F. O o H :r Vaulted Ceiling 1 DINING i \r Vanity to be 34 Y,"high I ROOM in 1181, 42" 1 1 T overhantapeI a II 15" 3/8' thick steel O „Ln 9 -5 E 5 -3 I I counter top aupp to 90„1 eq. eq. counter topa to ° O 6 over ang wall 1.5' in •' l41 2'-4" - QJ Win O O 10 O +41" high wall OW -I SECOND ° ° i i ° 0 BEDROOM KITOHEN I ° = 8'-O" A.F.F. e'-O" to lT-e" A.F.F., u Flat Ceding I © � Vault d Ceding `� O - I Upper cabinet& to extend over Ref. 1 R!� NON 1i NT I I = 12'-8" 4' �}"ae" cuEAR OI'LNING Q L ° H.B. - - a- ° �r - R-a Data Inmiswan `r W.H. `^ I THIRD © Provide awta closer 4"q Steel Ballard See detail on this sheet ° if F�a - O col r , ° o � I _ A� �§ kcc 8'-0" A.F.F. in I � _ _ � � -----� ° Flat Ceiling d rlik-0" A.F. A/C y Flat Ceiling In GIV Simpson HETI�A 20 or equal ��:::7 #1 G A R A with (10) IOri x I 1/2"cna Is 66 12 I' x L' P.T. Buck nailed to Masons Beam © T PRE-ENGINEERED TRUSSES y ( 24' o.c.) &u ortin Max " block with case hardened nails Verif attachment O ° 18101be, pift g 4 at 24 o.c. TYPICAL 9 , io prior to door attachmen hole location with GC (shop drawings by manufacturer) m Block wall in ? Install 9GD thru buck into prior to fabrication - ° ° a MT ° ° /garage to be block with 3/I6" tap -con with 3/8' thick L„ ° ° 2'-8" °ate'/ struck block r+ r: _;' -:: 1 1/2" penetration at L" o.c. max sisal bracke R-II aatte InmieLm Provide auto closer Aluminum Drip �-0 tri -30 blown fiberglass ~.r `; thererom aFtar at heaand de?Oroduct aaxroval 6 4 Edge E Fascia bottom chord or trusses p p pp 150 Amp Panel EMERGENCY EGRESS 'V-1/20 drywall with smooth finish " r----------------- r------------- ---i O if 2° x 6" Sub -Fascia 0 o I i I I Two rows of beam block filled with concrete " - ° and (1) #5 bar cant. in each row. Substitute Use 3/16 tap -con with COUNTER TOP BRACKET DETAIL 3 � I I B I I Kagcen full o vent vie I soffit installed precast lintel filled with concrete and (1) 85 I from penetration at 6 o.c. max. I I i I win 1/8' 6s shank x TV long gale. bar cunt. for bottom row over openings from each corner and 20" o.c. max p I I I I thereafter at all per product approval I I O seenp nails with 3/8" dia. Mad per " ° p p pp ° I GOLF C A R T' I I O product approval -see chore sheet eI I/2 drywall over I x Purnn strips at IL" o.c. with R4.1 airfoil I' x 0 P.T. Buck nailed to ;n m ° -insulation on typical 8" Block walla block with case hardened nails I GARAGE I I I I 5/8" thick light textured = All drywall to be installed per FBC R102.3.1 Head prior to door attachment M I 13'-O" I I I in stucco on typical concrete and shall meet all pertaining ASTM codes. I I I I block construction m Mortar to be Type "M" ontgg paroportioned per FBC RLOTI ,:; ;:., ° " _ _ _ _ ° and Mortar fonts shall compig with FBC R601.2.1.Vill fill III! Provide Dur-O"-Rock at all wet areas lox. showers, tubs etc...) fixed door ::.:.:..:..::.:. #5 bar vert. w/ sliding door 30' overlap Fill call with concrete and ,., 2'-8" 9' O" 2'-e" L' 4" 2'-8" 9'-0" -8 at each Pilled cell lD #5 bar veil. (typiceD- n Masonry Wall " 35'-O" six s acing shall not exceed ` "-""``T 489 un ew otherwise noted Wood see foundation plan notes for7. ''•' Base spacing at openings 4" concrete slab with fibermesh OR Bottom Trac Typical Flooring q 9 Square Footage Breakdown MEM L"xL" #10/10 WWM on 1, mil Visqueen over SIII Install SGD thru buck into Total A/C Space we 1,15 sq. ft. clean compacted termite treated Pill I with I ' tap- with arc Total= sq. Sliding Door Detail b I/2" penetration at 4' o.c. max Garage 459 sq. ft. C Parch Grade -Pom ech corner and 20.'ood.c. max - thereafter at ,lams per product approval Jamb Total Cubic Ft = 14e02'4 Under Roof Total = 2,484 sq. ft. ``''' At Masonry Wall NTS Braden t Braden AIA PA Date Drawn : Revisions : Sheet Comm # rile Burldln or . � C �� g p 3-28-18 5-23-I8 Garage floor slope and 14" x 14" Concrete tooting Architects - Planners REAR with (2) #5 bars cunt. and #5 411 S.E. Coconut Avenue T WINDSO PORCH H Drawn leg: smoke detector revision transverse bars at 48" o.c. Tel : (112) 281-8258 15 -15 9 B C.C.U. TYPICAL SECTION Fax : (112) 281-8283 Spankh Lakes RiGHT Checked leg. Impact Scale I/2" = I' -Oil E-mail: bradenaiaecomcast.not Stuart FL 996 #AA 0000 2 Still Lucie County Florida D.R.B. OP 5 .7 1 r`�_U I U["�,YtL ITV I Q-0: 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/ L 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/ 4X6 10/10 WELDED WIRE MESH REINFORCING ON L 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. L• GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 7 GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR e. 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 40, MEETING ASTM A-14, E A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30'1 STEEL. II. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. 12. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 13. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 14. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF iLOO PSI IS. ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000 PSI OF NO.2 SOUTHERN PINE, UNLESS NOTED OTHERWISE. 14. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. FOUNDATiON FLAN I. Any changes to plans must be submitted to the architect SCALE: 1/4" = 1'-0" 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.... 5. 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 up 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 -O and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2-f" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-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. 45 bar vert. w/ Thicken edge to 8"x8" 30" overlap SECTIONS AL with concrete and 4" concrete slab with fibermesh OR at each Plliad call one #5 bar continuous L"xV #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 4" concrete slab with fibermesh OR GRADE Oxf," #10/10 WWM on 10 and Visqueen over clean compacted termite treated fill °D _ Grade -I II IEll I I I=11I 1111- t s _— ,A, III I 1114"w x 14"d concrete monolithic footing with (2) #5 bars coat. 14" TYPICAL FOOTING DETAIL Qr�Al C 1/7" = I'—n" FOOTING SCHEDULE Mark Seri Description I 14% x 14"D MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS 12"W X 14"D MONOLITHIC FOOTING - L" STEP DETAIL ON THIS SHEET 30" x 30" x IVD COLUMN FOOTING WITH (4) #5 BARS EACH WAY e"W x 8"D ITHICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS ® With With x 1 Curb a at Garage MONOLITHIC FOOTING WITH 2 #5 BARS CONTINUOUS - CURB a O'-o" L 12"W X 18"D MONOLITHIC FOOTING - V STEP DETAIL ON THIS SHEET 4" concrete slab with fibermesh OR 411x4" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill i tt5 bar cont. IL 10° (2) #5 bars cost. bottom steel 12" 1/ DETAIL AT 4" GARAGE STEPDOWN Al'Al K 1/9" = I'-n" 12' x 12' concrete column block filled with concrete and (2) #1 bars vart. tied into hntela above Top of Tooter IL" below finished floor_ Verify house slab height in field PORCH #5 bar vert. w/ 30" overlap at each filled cell Adjust curb hel9ht based on gar. floor slope. 95 bar in curb \ 1111 llllli 17 II4` L30"x3O"AC concrete column footing with (4) #5 bars each way DETAIL B EDGE DETAIL SCALP 1/')" _ 4" concrete slab with fibermash OR L"xL" #10/10 WWM on 10 mil Visqueen over clean compacted/termite treated fill _n"apr 'd-1, —IIII-1111- III.. 14"w x 14"d concrete monolithic 1�footino with (2) #5 bars cant. 14" 4" concrete slab with fibermesh OR 4""" #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill #5 bar cant. 0 ARAGE STEPI Sr`el t= 1/7" = Termite Protection for New Construction. Soil treatment used for subterranean termite prevention inside the foundation perimeter shall be done after all excavation, backfilling and compaction is complete. If soil area is disturbed after initial chemical soil treatment area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around metallic piping penetrating concrete slab on grade floors shall not be of cellulose containing materials and shall receive application of termicide in annular space between sleeve and pipe. 2" x 6" PT wood secured with \ 3/8"dia. x V anchor bolt at 18" o.c. overhead door track secured to wood jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED NTS PERMIT INFO BOX ON SHEET W. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One #5 From Footing To Beam Each. Filled Cell Masonry Column With One Conc. Fill To Be 3000 PSI See Floor Plan For Location #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSi See Floor Plan For Location de Double Filled Cell Column Single Filled Cell Column NTS NTS as r s H.B. A IC r------i I O 12" x 12" concrete column block filled with concrete and (2) #'i bare vart. tied Into lintel& above 4 10'-Oft T _ IL -- `a — Q D D --—— — — — —— i — — � L_�� — — ©L* I FII o I I Filled cell under girder above (� J Rear Porch Slab to O - I r be poured separate ii W 81 I N I ° from House Slab. O O I I t i l I Thicken footing to 24"w x 14"d x 246E I i. I under filled cell I under girder bearing. I ° L I I I I I I _� — — 'ki Rear Patio/Slab to FI 1 be flush with bottom of sliding door recess. Slope 1" I ��yyI �JI I I I 4" concrete slab with fibermesh OR 6"x(V #10/10 WWM on L mil Visqueen over I clean compacted termite treated fill o I DRYER ASHER I I I I ° I I I D I I D i - DW I 6"xV #10/10 WWM on I1. mil Visqueen over clean compacted termite treated fill I ° I NO R V INTa I ° IV CLEAR Q OP®NING © O 01 I I 4"a Steel !Ballard ° I I See detail on this shoat I F� 5ull D I 1 i`i�° a_�I I I Ia w D I I I a i FL FI I I d) F5 1 D D D P ° r_— ----- — ° D I m I D I p �4 step W I l a to I I I F5 O 1 r N ICJ i i— Qi I 13'-0 13'-0" FD I I I b' I -4° I © i D D ° 1.5" Recess for D ° D — — a ° O ° 1.5" Recess for arage Uoor Garage Door T-8" I 9'-0. 2'-8" L'-4" 2'-8" 9'-0. 2'-8" _ Braden i Braden AIA, PA Dianne Building Corp. Architects - Planner& Tell S.E. Coconut Avenue THE I I I j j�l D O R Tel : (112) 28'i-8258 I �+ I I `� +-� `S g anish Lakes Fax : (712) 281-8283 E-marl: bradenaia comcast.net S Lucie Count Florida cit,,nrt i`1 %4gcIL itAAe_[)C)AC»12 Date Drawn Revisions : REAR 3-28-18 5-23-I8 Garage floor slope and Drawn bg: smoke detector revision PORCH C.C.U. RIGHT Checked bg: D.R.B. Z" N O I o- Sheet 2), Comm # 15-169B impact 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" 1 Plywood 4. Use nails or screws basipd on pressure for roof stated in permit info box on these pans for zone 3 Ke Area Ede Field Fastener Max. essure one I IV41f8d ring shank 45 par Zone 2 of 4 L" 8d ring shank 16 par 77/ Zone 3 4 to 4 If8d ring shank 84 psP ** Zone 3a L" L" #8 wood screw 112.5 psP ** Use nails or s rews based on pros ure for roof stated in permit info box on these plans ?or zone 3 Concrete / Lintel Column Verifg with Plan *1 Rebar to Lintel 48 Bar Dia. Min. Overlap ROOF O F F A Provide #5 bars with min. 48 bar Provide #5 bar set m pre -cast overlap into beam. Tic lintel into beam where length of T Scale II2" = I'�O" Mleddiameterscall hllsd cell steel into continuous the opening calls for it. beam block steel. — a n Overhangs at 1 —O unless otherwise noted On this sheet — Roof pitch at 4:12 unless otherwise noted on this sheet Provide Cast -Crete --' - ---- -- --- --- - — --- ' Truss shop drawings to be provided by manufacturer 81,18-05/0T precast lintel set in mortar _ — --` = Any changes to this plan shall be submitted to the Min. 8' Bearing -- -- - -`= _-- - architect for approval in writing prior to starting construction. ••' '' •�•'•� '' • ' — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior Provide PT Buck ,. ;, to construction for layout and uplift verification i I attached per jamb details into Pilled cal I i Poured Filled Cell — Contractor to provide for Form Board Survey and to provide ('.i lr t�' Form Board Survey to Truss Company prior tO truss construction r 4" Pre -cast -i Sill P;Ira I +I F 0 Provide #5 bare with iameters overlap in min. 48 bar Pilled cell. Tie L. -..I Wed call steel Into rooter steel. continuous Concrete Footing j._ (see footer schedule far exact aisaa DETAIL AT WINDOW OPENING iN CBS WALL Scale: 1/2" = I'-O° 12"x 12" Jumn Block (debar Attachment BEAM SCHEDULE Mark Size and Descrl tion Two rows of beam block filled with concrete and 1 #5 bar BI continuous in each row. Hook vert. bar over top bar with #5 400 bend bar with a 10' min. lap at top bar. SPB-OB/IT BPB-Ism SP8-le/2T Row of , Above SPIL-ls/IT OPIL-I5/2T NOTES: I. min. coverage of steeII 2. min. bearing required a ea. endma' 3. standard for remf. stael=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) Lintel -ength Bar Length I Clear Span "A" Bars T-10" 2'-8" 1'-4" 2 #3 3'-4" 3'-4" 2'-2" 2,#3 4'-0" 3'-10" 2'-8" 2,43 4'-6" 4'-4" 3'-2" 2,93 5'-2" 4'-0" 2,4a L'-L" 4'-4" 5'-4" 2A4 T-O" 4'-2" 2,45 8'-4" 1'-10" 1'-0" 2A5 ALL reinforcing steel is grade LO SINGLE PLY REAR GIRDER TRUGS Nil 2' x 4' blocking to veri" in of truss rth II x II nib at 4' oi.e. I .. MOT an* =0 sw ML l welt boa and (1) & nods l Into truss TRUSS BLOCKING DETAIL AT GIRDER STRAPPING AT CENTER BEARING POINT NTS i 1/8" thick light textured stucco installed per ASTM C 929E over ASTM D tgpe 2 paper backed wire lath nailed to substrate through one (aver of ASTM D Tgps 2 felt paper using 8d nails. Substrate to be 19/32" CDX Plywood nailed at ito.c. in field and edges with IOd ring shank nails into studs. Gulf Coast Supply and MPG 5v Crimp Metal roofing FL #IIL51.12 2L ga. 5v crimp metal roofing attached to plywood dock using #9 x 1.5" wood screws with self sealing washer at 12' o.c. max spacing over ASTM D (type 2) 30 lb felt underlayment installed with min. 4 side laps and V end laps fastened with corrosion resistant tin caps and with 1.25' ring *hank nails spaced L o.c. at all laps and two stagggored rows 12 o.c. in field. Attach deck to trusses using attachment detal on this sheet It B it Bars none none none none none none none none none LINTEL SCHEDULE Mark wlrida oor or U D naLel $.ast-C�� *He ew Above S8tnl� Stop Mot � MOL Mg) LMet atiord IPLP) L22 2'-2' 31-C $P8-06/IT I a5 3OL9 SAM 1024 11.31 2:-Lae; 4'-0" OPS-08/IT — 1 #5 25M 1I 'its L45 4'-6' W-10' OPe-OBAT 1 06 I05 9041 331 L50 5'-0' A'-L' OPB-OB/IT 1 #5 123E ON 121 LLO i1I T-V BPS -COAT I #6 l05 "M 534 LBO III T-4' SPS-iB/2T I 85 2 85 152 h's11 512 L10 T-O' IO'-L' 8111118-1111/2T 1 85 2 #5 443 530 4OI L106 IT -Off IO'-L' MK-0/21f ONE 1 85 2 85 B33 IB3 401 LIOO IO'-O' II'-4' 1 $PS-18/2T 1 85 2 85 592 494 462 LIOODI IyII��/� Ill M9(.-18/2T ONE 1 85 2 #6 ISLE 1028 452 111 17-00 11 GPO-6/2T 1 #5 2 85 411 428 324 L1200 121-O' I3'-4' Oilliel 2T ONE I 85 2 #5 101i T10 324 L14O W-O' 1111I SPIWB/2T ONE 1 85 2 85 125O L01 251 LILO W-O' 11'-4' BPS-IS/2T 1 85 2 86 300 H2 N4 LILOB IL'-O• 111-4" GPIL-I5/2T ONE 1 85 2 85 '150 600 114 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION. HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. SimpsonHETA2k0 or -dual wFt' (10) SOdh x I I/ �anadsuss ( 24' o.c.) suppporting Max. 18101bs. upldt Aluminum Drip Edge i Fascia 12" 2• x L" Kelton fall o vent virgl seffit installed using I/8' dia shank x L5' long gall roaring nails with 3/8' dia. hand per product approval - see chart sheet #1 12' x 12' concrate column block filled with concrete and (2) 81 bar* vart. tied into hntols above thicken edge to 8"x8' with concrete and one 85 bar continuous BEYOND Top of rooter IL" below finished floor 12 4 into Aluminum Drip - Edge t Fascia Flash and Counter v flash Nail ledger to w with IOdusslIs at each web an 3/8• hi —rib lath rural and vertical wood e staples to provide 4' penetration into mrng mmand 3/4 psnsLration haa mamhen 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 Plush with bottom or sliding door recess. Step per foundation plan Slope per foundation plan i,111111llll����llll����ll 1 1I III11 I to x s_ W r n F 0LU p n p� t— as at, a) W �go V 9C14 Brace Gable and with 2' x 4" SYP #2 Oft back nailed to bottom of top chords using (2) IOr nails at each truss PRE-ENGINEERED WOOD TRUSSES e 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \11I blown fiberglass in bottom chord of trusses I/2' drywall with smooth finish Two rows of beam block Filled with concrete and (l) 85 bar cunt. in each row. Substitute precast lintel filled with concrete and (l) #5 bar cunt. for bottom row over openings 1/2' drgwall over I" x Purringg strips at IL" o.c. with II fi-roil insulation on typical S" Block walls All drywall to be installed per FBC R1O2.3.1 and shall meet all pertaining ASTM codes. o Mortar to be Type "M" ong proportioned er FBC RLO1.1 and Mortar joints shall complg with FBC RLO-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with concrete and (U #5 bar vert. (typical). ax. sppacing shall not exceed 48' unless otherwise noted see foundation plan notes for spacing at openings 4• concrete slab with hbermesh OR VxV #10/10 WWM on L mill Visqueen over / clean compacted termite treated fill I=1 i l l l l l l lIII—III 1 I I �'- ! ICI i11� IIII Ilia— FI iz)1cal Section at Front Forth Scale : 1/2" = 1'-0" Simpson HETA 20 strap, truss to wall using Simpson MGT with hurricane anchor at each truss 5/8 dia. threaded rod with man 12 embedment ( 2'4" O.G.) supporting 1810 lbs. uplift Max. ETA 2 into beam (22) IOd truss leg either wet set or in epoxy with nails into truss. Add blocking to per detail on this sheet 'PAM NJ MON IPA ru #3111 11 OWLIA 11 WAN— M FAA, AFIN IIN W, A, FAI EMMA, 0 �� I� P III VAAlII II/MWAWAVAIN Gulf Coast Suil and MFG III Crimp Metal rs? F"A 9 �ffll WAA 0 5v crimp metal roofing attached to pliI ANNE ___!!X;rrenus witk "Of woh?a uin4er at 12" a IF 0 PA Ark, VAJ WA I I FAMATAN Arm I I Atto Access • it II it eiP, I■■I HETA 20 Simpson HETA 20 Provide for gutter Provide downspout hurricane anchor at each truss ( 24" o.c.) supporting Max. 1810 lbs. uplift CHETA 20� n w w � X W R c v ;J �R °DL n 3: u .. Q v w 1O p� E_ C a OD u N r_ s I 04 W r Provide downspout Opt. PATIO/SLAB PANEL "Ass Pets BR Load Wire Description eires amen Description Wire Load BR Pales 2 40 i.o Its so A/C camp 1 2 AHU s10 3.5 ke 30 2 3 4 2 30 4.5 kw sio 40 gal. meter HTR 5 L Range sL 12.0 ku 50 2 � a 1 20 1.8 kw $12 Pusp 9 10 Dmer 2 11 12 1 20 1.5 kw #0 13 14 Diahsaoher %812- 1 1 20 1.5 ku s12 Microwave 15 IL Refrigerator 1 1 20 1.5 ka 812 Kitchen S.A.C. n I8 Recepts 1 1 20 1.5 ka s12 Kitchen S.A.C. 19 20 Reeepts 1 I 120 1 1.2 kw 1 $12 Clothes Washer 21 22 Recepto $12 - 20 1 1 20 0.81 ke 812 Garage Door Opener 23 24 Recepts $12 - 20 1 1 20 1.4 kw 012 25 2L Recepts s12 - 20 1 1 20 1.412 ko 812 29 20 Racepto s12 - 20 1 1 I5 s14 General Lighting 24 30 Recepts s12 - 20 1 1 I5 s14 1 General Lighting 31 32 Reco its s12 - 20 1 I 15 s14 General Lighting 33 34 Exterior GPCI s12 20 1 - I 15 s14 General Lighting 36 36 Bathroom GPI s12 - 20 1 1 20 s12 Smoke Detectors 31 38 General Lighting s14 15 1 - 1 20 s12 Bathroom GPI 39 40 General Lighting s14 15 1 - sciare 41 42 s are PANEL 'A" LOAD CALCULATION SHEET Load Description at . Watts Total(Watts) General Lighting. (3, watts sq. Pt.> Small, Appliance„r�gcult(s),,,•.„ ................................. Range .. Refrigerator .... ........ ........ ............... Microwave Dish . Washer Clothes..Washer................... ............................ .Clothee.,DrlJer................................................ Water Heater Water Pump .................................................. Garage. Door _Opener ........................................ 1135 3 5.205 2 1.500 S. 1 12,000 12 000 1 1.200 L200 I 1.500 1500 1 1.200 1.200 1 1200 1200 1 5,000 5 000 I 4 500 4.500 1 1800 1,800 810 1 810 Total Watts 31,415 First 10000 Watts e100% 1 10,000 D.000 Remainder 21,415 040% 1 O 1019(06 Electric Heat or A/C 10,000 e65% 1 110,000 10,000 Calculated Load Watts 30,96E Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 129.03 Panel Size Required = 150 Amps Electrical S mbol Legend S Srnple Pole Switch ® Recessed Can Light 4 Double Pale Switch Egabd Removed s Push Button switch . SA*At Pan -se Duplex Outlet -� Ceing Masted Light Speed Receptacle 0- Well Mounted Light Waterproof, grind fault interniptan Light arth Pig Chain (attic) 19 Place Duplex Outlet a Computer Connection Jack ® Carbon Moncesde Detester 4& Plow Light T Thenastat m Electncel Panel ® Central Vac L� Electrical Meter ® SsJ Detector Ceiling fan ® Television Jack Q Telephone Jack A � A/C Disconnect I x 4 11"Wescent Light ® 12 x 4 Florescent Light ® ® Speaker Hook -Up ❑I Interom l = JUNCTION BOX TO SUPPORT A PAN so 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. S. ALL Math 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 RM1402 10. A/C Refri r nt lines that are run thru slabs must be sleeved in t�`�/ 11. 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 fullu operative. 13. Contractor shall pay for all fees, permits, tesTin 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 guarantee 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. 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 system 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. #1/O_ AJuenumresid _` 2• PVC l 150 M PANEL Vent thru Soffit -- 2' nod seryaae PPL I �°r7i6sesaniem' slab ELECTRICAL RISER 124 CPM IOx10x6 MASTER' BEDROOM 124 CPM 10311110146 B/A 98x4FM OSET 50 CFM � - DRYER ASHER 1 LAUNDRY IL CPM _ 8x4x4 R\ , 111 CPM 12xbx1 SECOND BEDROOM S/AO 141 CPM lOx1IOx1 124 16, 20x2O i;R7_A1 12"2xe -y - - 14' THIRD I BEDROOM _ I yJ I 100 CFM �# > I I "x6 I 2 I ® I LQ_� 150 Amp Panel GOLF CART GARAGE I I I I I I I I I I I I I I - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. manufacturers recommendations which shall be verified prior to construction 19. The electrical system shall be completely and effectively grounded as required bg 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 PORCH 141 CPM IOxlOx1 OJ I REATi ROOM i I I I I i 141 CPM 103dox1 Iful DINING i ROOM i I o OW I �I I I I 124 CPM I IO`J KITCHEN i I 3 TON MICROWAVE NON -PENT I SEE MANUAL ae•�eAIR OPENING - - - - - - J 'J' and Energy on fora Unit MASTER BEDROOM 1 _ o - ` V �C _ i- .�`--'l.1TolSsi� \� ' 1 ill - (,,l LAUNDRY ALI �T SECOND BEDROOM, 1 r � PORCH ` WP GFCI GREAT 0�r W.H. wSteel Dollard - 4- ee detail an this sheet THIRD'_ db Install owlet 22'x e4'I under disc. BEDROO�'I.AttieAeasasnot shown foroath light_ I clarity i�� IU L_- -_ J WP CI�GARAGE A iC /®� r----------------- i I I I I I I I I I I I I I I I I I 1 I I I I r1ECHANICAL LAYOUT O - THERMOSTAT LOCATION SCALE: 114 " = I' - O i' Architects - Planners 411 S.E. Coconut Avenue Tel : (112) 281-8258 Fax : (112) 281-8283 E-marl: bradenaia'acomcast.net :••M DINING ROOM ® Steel Dollard Se JSee detail on this sheet NIJ 22' x 64' , ?-,- .•Ia�t _Access iGy�at L_��>r_ 11 : -OPTIONAL PANEL _ ItLOCATION Q /' �\ GARAGE QFCI h / -I- GFCI \ ,y! / p ISO Amp t , \ \ Panel GFCI \/ \ ` GFCI r--------� �J/ r------ -is -------- 1 Garage T / Garage Door Door I I Opener I / I Opener I GOLF CARTI I I GARAGE GFCI I I GFCI to gdrage lights I I I I ELECTRICAL FLAN -- Past Light with � SCALE: 1/4" = i'-O" Phato cell a Center Post Light Total Attic Space is 2101 sq. ft. BC 2309.1 Venting Ratio 1/150 = 18.00 sq. ft. required Provide A Continuous Vented Soffit Wynne Building Corp. S anish Lakes S . Lucie Countg Florida between drnveeags W re For Front Post Light Date Drawn : Revisions : Sheet Comm REAR 3-28-18 5-23-18 Garage floor elope and Drawn bg: Smoke detector revision PORCH c.c.U. lro-159s RIGHT Impact Checked by p 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. 5PAGING NOTE ALL TRUSSES ARE TO DE SET AT 2'-Ot ON CENTER EXCEPT A5 NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE A IF MULTIPLE PLY. DI LIFT TRUSSES WITH SPANS LONGER THAN 301 BY THE PEAK. CONSULT BCSI 30' Span or less Al 30' to 60' Span A 60 degrees Sprea er Bar or less 91 S 2 I ag �___ Approx 2/3 to Tag Line span approx. Line 1/2 of span REFER TO BCSI fuss must REFERset S WO BCay if aSII II used. Truss must be set this way if crane useed. Truss Is an example. your truss may not matot. This is an be example, truss may not match. nsist crane ooerotor sets truss this way f Insist crane operator sets truss this way. All load bearing walls, headers, beams & lintels must be in place at indicated he before trusses A are installed. A A 1 IFZ H A N I� 1— IF= F2 NOT IE= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections see hanger/connectorTDome be as de tabs o schedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS AIL\ISio I TRUSSES FOR THE FIRST MODEL SHOULD BE SHIPPED AND SUCCESSFULLY SET BEFORE ANY MORL TRUSSES ARE BUILT FOR THAT MODEL. ® ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 18' - 24' IN LENGTH ® Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers d I 01 1m1m1limimim1m1m1m1®I®I® 1�ilzzzzi�zzzz' A..iWz�i10=00i���04it 'll I I MIA® 11011 1 N /CINII II II 11 9 II 11 II 1 II II II L/I N GRA sm 11010 owl 10011000 010 INVERTED'V' WEBS AT CENTER W/9' B.C. PANNEL. LOAD W/ (2) Lay//_. : • • c • • _ - t�wi = . %m_ 1111 II11101111 PIINN 1■1NIN11111INININOININ1\ 00 ./ 1.10001111' r1jo %„i/i ®II®I�I�I�I�I�I `I\\`i"`\\i \\\\`!,\t1\``�\\�\\i \V�` lain ®Si INVERTED'V' WEBS AT CENTER -W/9'B.C:PANNEL LOAD W/(2) 41 ®�Fa ICI®I�I�I� ' 14'-4" 6'-4• 1 4'-4• ' ARING � i-1Vol � ��—�o���r� - >Es i' CLOUZSED AREAS ARE OF ) PORCH RIGHT ./ CHECIKEDAL CCAREFULLY &UMAYST E r )OR r r t INDICATE DEVIATION FROM PLANS. 4% CPA 1 I F-- t\\j A5 I , , , IOSTON HIP BHA �j I 4 I I / FAB `„ � �• :iMXu=MW aarap ZAN I wNtltbapaobatdhodty � SMMdt TION AGREEMENT UNM TM AG Mere ailm,..•,Will ' Is. e°a'En °aCOBas rabdce0oll �P rptd ftntrn W. . aalnied byee : undkWgned. mb Ctuittlllyi Taws wMNp pen t ern T�fws b�sNochs,ass n416sn,.sg��swed„In ya (N . �Ys in wilikhi .. ;, npon,mbls b "0p'nxl tw °�BntOs M Chsm6ers T'd8�q' OW. & Pdro o sluwtl N Thu r ='8's dd%po�iRs�pon IY orb Tidr h ail ORIs"D to �� snl6en�T Css ue msds . �bof at . dervary'1 � ma "d° be't'sd° °n d� rhm fY n'n a°raed IM or r ated aaere° Ww,,, pry gtaT„ ° Tr coAectbtp h �la°5 oraof not 4 fillr sum. rwt pvcwNhq, t��h made. a-u2 %aermottnl' B 1 & B OA ate' + 7nma "Ina�eM fo aA temp hpp� nps by anyse q. aadaw a�'nd ,r h aur'deryowe to mdp&m' of na"dr'>a .qw„m rasa. a derwn n p0. In ilad 2* w p y ana, wmwna �� m at�roll co,toe nin, ft mesa br the rknn b M tor. Harks. r diet Psefks eerae tlpt° t. t'sn for merry wdt aC1u do - ANSVfR aFor4 _z7U4I nTeln dai On DATED II ; fMNED ~� FOR TfrLE - Aspeaderbarmagrbe Per'9CS11-03'bprep�prt�i+Y& . Ugfdplo Ply Cruses must be fastened before they are $et; failure to es so ether per angineerin8 Temporary and can r9ault•In roof collapse• and ro permanent bracfne are required and Ixn saw Ilfe _ P Party and Is the responsbbeI of the byres ereetor, Sfull the contents of the 1g one included Nfore on deltwry -1- litesssmwtbesetsndbpaoed T Trusses trust be Pet Plumbd PlsMtry,4 *j a9a, Co e'otaet bunks oratack of plywood, androols w Omer col eenbatad loads on busses this 8 material or arty . can cause collapse. DO NOT SET T FUSSES US/NG TyjS L,g.y0U7. " USE LAYOUT DEUyEt'. VIIITH TRUSSES TO SET' TRUSSES CHAMBERS TRUSS jiNC 3105 Oleander Avenue Fort Plerae; Florida 34982_6423 800-551.5932 FortPierce '. Vero Beach "Z2012 Fax 77�-485 g711 u6w8-20^12auutzan Stuart '772.2S-3302 ' :� ilrcioitect's or Architec's represent_ative's Shopdrawroval ing appis NmT a " "double the k'• c, _gf the,corttrgttb-- f--." . The contractor shall remain responsible for checking field measurements and ether construction criteria. Architect's approval covers general roof shape, I of truss strapping; and loading on structure frurndrop pift loads and their r s dive loan ns. Approved By: Date; Braden a,, den A.A. 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. 0 a� Top Chord Live 20 °, ,• w Top Chord Dead 7 4.2 to J Bottom Chord Live 10 Non -Concurrent o I Bottom Chord Dead 10 3 E w TOTAL Load 37 7.2 w c Duration Factor 1.25 d nil ( Wind Speed 165mph Top Chord C.B. Sheeting by builder. cc Bottom Chord C.B. Sheeting by builder. w =� Highest Mean Height 15'-0' Building Type ENCLOSED ti Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2017 rc.U.L =Kesmaming L)I LI t;.t3.--L" Untxxjs Braci 4 LBuilding DESIGN CRITERIA shown above with the ng department and your engineer. n Criteria is the responsibility of the Designer and/or Engineer of Record. t' LL Chambers Truss Inc. Drawing Name: M11392 Scale: 1 /4 = 1' W 82 total trusses, 15 different trusses. ' _ MI 4: RLC ACAD: RLC Reviewed By: Ilb-Date:10107/15 Revised:03/21/18 > > > „'1 FOR --- �' s'-a" 14'-4' WYNNE BUILDING CORP. ZS��y DESCRIPTION: / PORCH LEFT 71' CARLTON 3BED REAR PORCH PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 15 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT M 11392 3� 041k