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HomeMy WebLinkAboutPlans - Cottage - Left - ImpactMetal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. Metal roofing and underlayment Intstalled per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. 12 �{ SLOPE 3zoo 5/8" thick light textured 24" stucco on typical concrete block construction RIGHT ELEVATION SCALE: 1/4" = 1'-0" stucco on typical concrete block construction LEFT ELEVATION SCALE: 1/4" = 1'-0" S/8" thick x 6" smooth finished stucco bands Truss mfg to provide level - return to be I" short of wall Aluminum Drip Edge � Fascia 2" x 4" Sub -Fascia Kaycan full o vent vinyl soffit installe per product approval form on sheet I. Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type TypeDate NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method TEST Expiration es Design Pressure of Approved Tests 1,2,3 t4 FLU 23358.2 Single Hung SH 4100 Impact CGI 5/16" 1/4" dia. tapcons w/ min. 1 3/4" penetration to be spaced per product approval. Contractor shall adhere to min, edge distances specified in Product approval + 55.0/-65.0 psf — A 20-1005.08 Overhead Garage Door g Model 824/811 18'-2' max. width 16'—�" max height g D,AB Door C Om a n Install 2" x 6" 5YP Buck to concrete block with solid filled cell with (1) #5 bar vert. using 3/8" x 6" Hilti HLC Sleeve anchors at 8" o.c. with 1.25" dia. washers with min. 4" edge distance. Install track to buck uang (1) 5/IG" x 1 5/8" full thread lag screws in each bracket maintaining a min. of 1.5" edge distance — GC to strictlg adhere to product approval Pr i l/I n r on roller shafts. 3-21-22 +40.0/-44.0 PSF B FLU 15213.1 Fiberglass Smooth Fiberglass Plast-Pro 1/4" dia, tapcon with min 1.25" embedment at 6" max from corners and 14.5" o.c. max. thereafter in jambs. C FLU 29018.2 Sliding Glass Door Series 4130A SGD CGI 1" nom Type "GSA" 1/4" dia. tapcons w/ min. 1 3/8" penetration to be spaced per product approval. Contractor shall adhere to min. 2 1/2" edge distances specified in Product approval + 55.0/-6S.0 psf — Product NOA FL / NUMBER Model # Manufacturer Attachment Method TEST Expiration Date Design Pressure of Approved Tests Mullions 20-0610.10 I" x 3" x 1/8"t CGI Install using (4) 1/4" tapcon with min. 1.5" embeddment at each clip to wall connection as shown in product approval + 60,0 PSF Roof FLU 33818.2 5V Crim p Metal Roofing Gulf Coast Supply and manufacturing 26 gga. 5v crimp metal roofing attached to plywood deck using 49-15 x 1.5" HWH wood screws with self sealing washer at 12" o.c. max spacing pper System no. 5V-7ype I for max pressure —94.25 psf. Install per system 5V type 2 for max. pressure of —131.0 psf. Fasteners shall be installed through underlay— ment and attached to/through �p I��ttwood per sheeting attachment detail on roof plan. Plywood to be 19/32 2I `K Roof Zone 1/2E/2R: — 94.25 PSF 2N/3/3E/3R: -131.0 PSF Underlay FLU 208�6.1 DuPont Protec 160 Tyvek DuPont Install two layers of Tyvek horizontall in shingle style fashion using 4" and y 6" overlaps. Install using I" dia. metal or lactic cap nails at 12" o.c. along P 9 P P 9 course and end laps an a single row 24" o.c. along middle line of the field I.A.W. the product approval installation instructions. Stagger top layer using 26" undercourse strip parallel to cave edge and cover with full sheet. Overlap successive sheets bg 24" I.A.W. product approval installation instructio s. Siding Stucco on Block Soffit FLU 16503.1 „ 12 Tripple 4 Full—O—Vent Single SPAN VINYL SOFFI Kaycan LTD Install using 2" x 4" PT battens attached to wall using 3/16" dia. with 1" min, embedment into wall. Attach Soffit channel to wall usin 0.091" dia. x 1.5" 7—mails at 12" ox. per detail C in P.A. Install �J" channel to bottom of fascia using staples into soffit and same 7—nails at hem and in valle s er detail A in P.A. ( roduct a roval) ± 55.6 PSF L_I�have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) 2 " \_1" x 4" Haller attached to level return with (2) Sd 't ring shank nails with min. 1.5" penetration Into soffit framing DETAIL NTS 5/8" thick x 6" Smoot finished stucco bands 2" x 4" top plate 4" concrete slab with fibermesh OR Cx6" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill base —board 12 4 1 SLOPE, 0 R E /4 R — — — — — — — ------------- PAP 5/8" thick light textured stucco on typical concrete block construction ELEV/470N Metal roofing and underlayment intstalled per Product Approval as shown on sheet 1 over CDX decking — see roof sheeting attachment diagram on roof plan. 12 4 1 SLOPE Irr I �771 1 1 O Return Stucco banding back to front door wall as shown FRONT EL 1/2" drywall telling on truss bottom cord 1/2" drywall on 2" x 4" studs at 16" o.c. 2" x 4" P.T, bottom plate Interior Non—Bedrina Fdrtltlon ELEVATION NOTES: RETURN ALL STUCCO BANDS TO WINDOW OR DOOR. nts EV/4710N 6" stucco band around door 5/8" thick light textured stucco on typical concrete block construction SCALE: 1/4" = 1'-0" I SCALE: 1/4" = 1'-0" S/8" thick x �" smooth finished stucco bands PERM1771 lG INFORNA7I01N (FORM 100) 2R 1. 3E 2N 3R 2N Florida Building Code Residential: "ITH Edition and ASCE 71-16 for Wind Loading Building Design is: Enclosed Risk Category: II Wind Speed: 168 mph ultimate Mean Roof Height: 13'-8" Roof Pitch: 4:12 (7-20") 2E 3E Internal Pressure Coefficient: +O"I8 3E I Subjectability to damage from: Weathering: Negligible Termites: Very Heavy 2N t� 2E 5 Width of Roof End Zone: 4'-0" 3R 3E 4 Wind Exposure Classification: C Adjustment factor for Exposure Height Using Allowable Stress Design and Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL 5 Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.(. = 0.6 applied below GABT0 ROOF FROM GABLE ROOF Components il Cladding Wind Pressure: Zone: I, 2E +18.0/-39.0 psf Zone: 2N, 2R, 3E +18.0/-81.0 psf 2R Zone: 3R +18.0/-6q.0 psf 1 3 2R 2E HIP ROOF Components t Cladding Wind Pressure: 2E 3 Zone: 1 +18.0/-31.0 psf 2R Zone: 2E/3E +18.0/-41.0 psf 2E� I �` Zone: 2R +18.0/-83.0 psf 3 l Components il Cladding Wall End Zone Width: 3'-0" 4 ZE 5 3 WALL Components il Cladding Wind Pressure: Zone 4: +23.0/-28.0 psf 4 Zone 8: +23.0/-31.0 psf Components t Cladding Wind Pressure (NET) on Garage Door: 5 Zone 8: +32.0/-41.0 psf HIP ROOF 2:12 Shear Walls Considered for Structure? Yes TO 8:12 PITCH Continuous Load Path Provided? Yes E::] = Roof Zone I Are Components an Cladding Details Provided? Yes Walls Zone 4 Minimum Soil Bearing Pressure: 2,800 psi, Presumptive: X By Test: psi This Building Shall Have the Following: END ZONE = Roof Zone 2E/2R APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER: Walls Zone S CORNER ZONE = Roof Zones 3/3E/BR ROOF LIVE LOAD: 20 psf ROOF DEAD LOAD: 15 psf Attic w/out storage: 10 psf FLOOR LIVE LOAD: 40 psf FLOOR DEAD LOAD: 10 psf Attic with storage: 20 psf Roof Zone 2N ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WY>\ NE BUILDING CORE. AND WILL CONTINUE FOR ONE YEAR FROM THAT DATE by Daniel R. Braden Date: 2021.08.19 14:38:24-04'00' FLOOR FL 4N 35'-O" TYPICAL NOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to proceeding with work. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. 3. ALL Lumber to be used as Beam, Rafters, etc... to have a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. 5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R702.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Drain at water heater in accordance with the current edition of the Florida Plumbing Code. 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements. 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.6 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 per FBC R302.9.1 1�. wall and ceiling finishes shall have a smoke -developed index of not greater than 450 per FBC R302.9.2 17. 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. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C�`l, C4-15, C514, C�30, C`l31 CIT60, C1002, C1047,C1177, C1178, C1278, C1395, or C139and shall be installed according to the following: (FBC R-102.3.5) Dr wall y Thickness Location Orientation Framing Seacinr Max. spacing P 9 of fasteners Nail sizing options for 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 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 16" all16" 0.080" dia. x 1 5/8" long with Direction 15/111 head OR Gypsum board nail 0.086" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 15/8'OIROng with 19/64" head 0.098" diameter x 1 3/8" long e annular -ringed or 6d cooler nail OR Walls Either 16" a" 16" 0.092" dia. xx 1 7/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x 17/8" with 19/64" head. 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108.�, '4108.1, 14118.1, A118.3, A13>o.l and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1178 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall the 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 accordance with ASTM E 84. Insulation shall comply with F.B.C. R316. Window Schedule Mark Size Rough 00 en. Window Description PRESSURE ZONE I. 4'-5 �8" x 4'-2 �8" 54 %" x 50 7/8" Single Hung ZONE 4 2. 6'-2%s"x 5'-3 %8" 15" x 63 %4" Single Hung ZONE 4 3. 2'-2i2" x 3'-2 %11 21 �2"x 38 �8" Single Hung ZONE 4 4. 3'-1 %'x 4'-2 �e" 38 %"x 50%" 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 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction D oor Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 10'-0" X 1'-0" 120 x 84 Overhead Garage Door ZONE 5 B 3'-0" X 6'-8" 41 %4"x 83%4 Fiberglass Panel - Inswing ZONE 4 C 1I X 11 tom 14" x 81 of Byes Sliding Glass Door ZONE 4 D 2'-8" X C-8" Solid Core - Wood - L-Panel -Bi-Fold Finished 32" x 81 �2" E 2'-8" X III Solid Core - Wood - 6-Panel F 2'-8" x 6'-8" x I �4" Solid Core - Wood - 6-Panel - Pocket G 2'-8" x 6'-8" x I %4" Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-O" X 6'-8,, Solid Core - Wood - Pocket J 2'-V X III Solid Core - Wood - 6-Panel - BI-FOLD K 2'-8" X C-8" Solid Core - Wood - 6-Panel L 2'-0" X C-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'-0" X IiI Solid Core - Wood - 6-Panel - BI-FOLD N 2'-6" X III Solid Core - Wood - 6-Panel ALL Exterior doors to withstand pressures stated in permit info box on sheet 1*1 GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET 41 All rough opening dimensions to be verified bg contractor with manufacturer s specs prior to construction ALL wiNDows TO HAVE DRYWALL SILLS Install doors thru buck into block using tapcons as stated in product appproval form on sheet I. Exterior face Buck to be 2 x L" PT :t approval for i into wall req. Detail at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall "Varies I"x4" P.T. Buck nailed to lock with case hardened nails Detail wind prior to window attachment at ows Metal roofing and underlayment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Truss mfg to It' level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12° Kaycan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached t0,J level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 5/8" thick light textured stucco on typical concrete \ block construction 45 bar vert. w/ 30" overlap - at each filled cell 12 4 F Wood Base NTS AREA CALCULATIONS Living A/C = 1,306 sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1150 sq. ft. Total Cubic Ft = 2• VTR JI I I 2" I LAV-1 MASTER BATH 2" 211 WC-1 3" 3 2' VTR BT-1 2" J� 3" 12" wM-1 2" 3° LAUNDRY 3" � PLUMBING RiSER PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute 2" JI 2" AAV Ir KTICHEN 2" precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips at IIIo.c. with R4.1 i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R702.3.1 T and shall meet all pertaining ASTM codes. 00 Mortar to be Type "M" only proportioned per FBC R607.1 and Mortar Joints shall comply with FBC R607.2.1. Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (I) 45 bar vert. (typical). Max. spacing shall not exceed TYPICAL SECTION To Septic 481, unless otherwise noted Masonry Beam see foundation plan notes for spacing at openings I" x 6" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails 111 410/10 WWM on 6 mil Visqueen over prior to door attachment head clean compacted termite treated fill and iambs Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. I�II- 14"w x 18 Concrete footing with (2) 45 bars cont. and its transverse bars at 48" o.c. Scale : 1/2" = 1'-0" verify sill attachment req. with product approval on - sheet I. Bottom r Sill 0 O 0 OPTi NAL PATI /SLAB 12 00 00 00 0 0 0 00 - - - - - - - I 0 0 F 12'-8" O 0 CIO COY RED 0 DEN PORCH N MASTER o - BEDROOM o �Um 'r a u 3 1- a o V Io0 0 000 o LID N E I o I I o I 6' 4" 8' 2„ ° 0 GREAT I ROOM CLOSET I o INN 1vinyl 37T t R I N o Z O H I / o u, I O N I 10. �=RPll.lD? DINING I ROOM Tankless WH I O <r mounted above G 122 3/8" 00 48" a.f.f. D °i 34 3/4"h H.B m O Dead wood 40"h nee wall 4" wide and 58"h for WH - - - - - - rn Meter 0 150 Amp Pane _ --� -__- ---_ r22" x 3G" r---- Accessl 171, V i n y l l g T uVu `r - fa 1Attic CK ath fight Was ER U o trash )]W 0loullou,I IL DAND RYER O GARAGE 4� I ZI 1s'-4 3/g" I `r - ° 0 wI = O o N LAUNDRY�O I z OI a B O Lfl r-------------------i KITCHEN o ° I I N r I I I 0 0 O D O ` O H.B. I I S 18" pantry I I © cabinet ENTRY O j 5/8" dryeall I A/C 0 >L I STORAGE - W O I I O O O O 00 17122 1 O 77700 00 O El I I 00 ding door ,Typical Flooring I" x 4" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry Wall Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonry Wall NTS 2'-4 %' 2'-4 T T Digitally signed by Daniel R. 1 Braden Date: 2021.08.19 14:39:15-04'00' Q m U V Z UJ N O O W �zW��uo < =5Z: d) " O < -1 NN (J < co 06< < u � � < # I NN Zo aj ~ rr� a�- O113 X _ Q; iL fo (y E: d) Q) r- < �3 4J SHEET NO: 2. OF S. JOB NUMBER: 19-220 B o ° AR 977770\\C\ o� I NN 0 IN - I I= STRUCTURAL MOTES: SCALE: 1/4„ = 1'-0" I. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND 45 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF -48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. `�•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 1-4. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, t ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI BE 3000 PSI OR -f,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 5• POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 2-f HOURS. NO 15. ALL DOWELS, SLEEVES, CONDUITS, INSERTS, BLOCKOUTS, ANCHOR SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE. FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THESE PLANS, 6. SLAB ON GRADE TO BE A MINIMUM -4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" 1. LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF -48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE ATTENTION OF THE ARCHITECT. PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. q. GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD 10. CONTACTOR TO VERIFY ALL RECESS THICKNESSES AT SHOWERS FLOOR FINISH CHANGES, SPECIALTY EQ. ETC... 45 bar vert. w/ 30" overlap Fill cell with concrete and at each filled c (1) 45 bar vert. (typical). 0 0 Ln Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for Thicken edge to 8"x8" spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one #5 bar continuous 6 x6 410/10 WWM on 10 mil Visqueen over 6"x(." 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE Grade °D m = � :I r III �- III ` a IIII -I 8 "d Concrete with (2)45 bars footing cont. and45 (III I 3„ transverse bars at 48" o.c. 3" 14" % TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 1$10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan #5 bars cont. bottom steel t--,)/ DETAIL ,AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #1 bars vert. tied into lintels above 30"x30"xl6" concrete column footing with (4) 1*5 bars each wag SCALE 1/2" = 1'-0" 45 bar cont. in PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 bar vert. (typical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verify based on Base see foundation plan notes for foundation plan spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Grade (I I— I Lrr7 .II III-- 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 ltransverse bars at 48" o.c. I a�� GARAGE CURB DETAIL II I SCALE I/2" = I'—O" ICI Contractor to provide m proper foundation chairs for proper steel installation 30" min. 2" x 6" PT wood secured with \ Corner Steel L a p 1/2"dia. x 6" expansion anchors with 2" sq. washer at 18" o.c. overhead door track secured to wood n t S jamb per manufacturer's product approval Garage Door Jamb Detail GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTING SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS F 1211W X 1211D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x a0" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 0 0'-0" Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Filled Cell Masonrg Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS Meter H.B. I 2S'-2" I 8'-10" 12 F4 OP PAATIO/SLA a OO T TT 1-i OT - C T � F4 —� r- — — — — — — — — — — — — — — — — — — — — — — z I FI FI I T Rear Patio/Slab O to be poured separate from the house slab. TI I I I I I I FI I = F4I DI W I TT Tr lci)ia)C t------ `�-- Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" TI I I I concrete slab with fibermesh OR T 6"x6" #10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I I LLoRda I �- b ' r- i Tankless � l�1 I � O I mounted above I I I C 48" a.f.f. I L Ic Am p I I T P 3 Panel In��;---� �c I (STACK F� E�Ql UTA NDER DW �00 4-3 I I DRYER — — r — — — � —_ o3 E t! E 14,_O„ 4' Q� ° �4-3 Ira I = I N �O I FI I o I o-u DI I I---�---, "O� (L LIDTT I ITT I I FI I FI -" I I I o n I F5 I o I L ---4 — — — — — — — — 1.5" Recess for 17171 — — J 1 171To TT I I 1 11777777- TT Garage Door �� 4,-q �,,„ II'_23/a" O H.B. co Digitally signed by Daniel R. Braden Date: 2021.08.19 14:39:01-04'00' -1 L Q W m U 1-1-1 OZ z Z J--1--i IJ N o O W 'zw�o� =5 v Op < NN U 00 06 t2 F- � t L z 0000 # I NN aj UULU --�� tr _ N 1L LL uo < �3 to SHEET NO: 2), OF S. JOB NUMBER: 19-220 B °o R. OP14D ® 00 o ° AR 977770 o� °° oo`� �C Provide 45 bars with 12" min. lap into beam and 48 bar dia. into Vert. filled cell. Provide Cast -Crete 8U16-IB/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. US cont. beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia. into vert. filled cell. Concrete Footing See foundation p fo r or d a l ° for exact sizes DETAIL AT WINDOW OPENINGS IN CBS WALL Concrete / Lintel Column to Verify with Plan Scale: 1/2" = 1'-0" 12 "x 12" Column Block Rebar Rebar 4s Bar Dia. Min. Overlap Lintel /4ttachment BEAM SCHEDULE Mark Size and Description 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 90° bend bar with a 10" min. lap at top bar. Additional Precast Lintel „ „ „ „ 45 bars Lintel Bar Clear A B CLEAR Length Length Span Bars Bars ' ► =.' ► 2'-10" 2'-8" I'-6" 2,u3 none 3'-6" 3'-4" 2'-2" 2,u3 none 8F8—OBAT 8F8—IBAT 8F8—IB/2T Additional 4"-O 3'-10" 2'-8" 2,1t3 none 45 bars CLEA B.... 4'-6" 4'-4" 3'-2" 2,u3 none ne Row of Block Abov5'-2" 4'-O" 2,3 none none Precast LinAdditiona6-66-45'-4" 2,U4 none us bars T-0" 6'-2" 2,1t5 none BFIL-IB/IT BFIL-IB/2T �'-10" 7'-O" 2,5 none NOTES: I. min, coverage of steel=1.5" 2. min. bearing required i ea. end=8" ALL reinforcing steel is grade 60_ 3. standard for reinf. steel=ASTM A6G TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit WidthSize Lintel Specification Rows of "H" Block Above " " Bottom steel Size Top Steel Size Max. Gravity Load (PLF) Max. uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" 3'-L" BFIL-IBAT ONE 1 85 1 a5 L113 3541 2854 L31 2'-(V 3'-I" 4'-O" BFIL-IBAT ONE 1 85 1 a5 2431 3019 2128 L45 4'-5" V-10" BFIL-IBAT ONE I a5 1 a5 43LO 2093 44L L50 V-0" V-0 BFIL-IBAT ONE 1 a5 1 a5 3480 1880 1204 LLO V-8" T-0 Oft-IBAT ONE 1 a5 1 a5 2441 1634 891 L80 8'-0' T-4" BFIL-IB/IT ONE 1 85 1 a5 1843 1133 134 L40 T-Ow 10'-6" BFIL-ISAT ONE 1 85 1 a5 1533 914 519 L9015 T-Ow 10'-6" BFIL-IBAT ONE 1 85 1 a5 1539 914 519 LI00 10'-O" W-4" BFIL-IBAT ONE 1 85 1 a5 13LL 198 6,04 LIOOB 10'-O" W-4" BFIL-IBAT ONE I a5 1 a5 13LL 198 604 L120 12'-0" 13'-4' BFIL-IBAT ONE I a5 1 a5 1015 LOL 433 L1205 12'-0" 13'-4' BFIL-IBAT ONE 1 a5 1 a5 1015 LOL 433 L140 14'-0" 15'-4" BFIL-IBAT ONE 1 a5 1 a5 1250 485 S41 LILO I It. -On IT-4" 8F8-IBAT ONE I 1 85 I 1 85 950 404 1 251 LILOB I IL-O" IT-4" BFIL-IB/IT ONE I 1 85 1 I 1 a5 1 950 404 1 251 - ALL LINTELS SHALL BE MADE BY CAST-CRETE OR LOTTS LINTELS - 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'-O" LONG ARE TO BE PRESTRESSED. HIP R 0 0 F SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = ##8 x 2.5" 3. Minimum Sheathing Thickness 19/32" CDX PI wood 4. Use nails or screws based on pressure for roof stated in zpermit info box on these plans for appropraite roof ones. Ke Area Ede Field Fastener Pressure Zone I 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E 2R 2N 6" 8d x 2.5" ring shank 16 psf Zone 3E/3R 4" 4" 8d x 2.5" ring shank 84 psf ANY ZONE 148 x 2.5" Screw 263 psf SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to Vert. leg of truss with IOd x 1.5 nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 batt 3LOCKING DETAIL DER STRAPPING TER BEARINGS POINT 1/8" thick light textured stucco installed per ASTM C 926 over ASTM O 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 19/32 COX Plywood nailed at 4" o.c, in field and edges with IOd ring shank nails into studs. Metal roofing and underlsyment intstalled per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. \ Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1810lbs, uplift Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge t Fascia 2" x 4" Sub -Fascia 12" Kagcan full o vent vinyl soffit installed per product approval form on sheet I. I" x 4" nailer attached to level return with (2) 8d ring shank nails with min. 1.5" penetration into soffit framing 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one :95 bar continuous BEYOND Top of footer 16" below finished floor 12 4 Wl�R�lll�ll�l Aluminum Drip Edge t Fascia Flash and Counter flash Nail ledger to gable end truss with (2) IOd " �ils at each web \ 5/8" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Varies - see plan 45 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 °p Wood Base Trusses at 24" o.c. see shop drawings by others R-30 Batts -19 batts "Frame ceiling transition as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical section Celling transition Insulation Detail nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-ED WOOD TRUSSES >s 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses I/2" drywall with smooth finish Two rows of beam block filled with concrete and (1) U5 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" drywall„ over I" x furring strips at 16 o.c. with R4.1 i-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. OD Mortar to be Type "M" onl proportioned er FBC R60-1.1 and Mortar joints shall coinp54 with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) Fill cell with Grout and () bar Vert. ( ROOF Max. not ex spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings — OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET 4" concrete slab with fibermesh OR — ROOF PITCH AT -f:12 UNLESS OTHERWISE NOTED ON THIS SHEET 6"x6" 410/10 WWM on 6 mil Visqueen over — TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER clean compacted termite treated fill — ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. Mete Strap Girder truss to wall using Simpson MGT strapp with (U 5/8" dia. ATR embeded 12" min. in concrete and "0 AMN Panel ,q22" x 30 12 I taih light SLOPE 4 HETA 20 HETA 20 I_ ... III IIII - 14„ FI F3 T 4plcal Section at Front Porch Scale : 1/2" = I'—O" PLAN ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER AR HITS T TO REVIEW TRUSS SHOP DRAUJIN S PRIOR 0 H W 2 0 W z C C C Digitally signed by TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Daniel R. Braden CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date:2021.08.19 TRUSS CONSTRUCTION 14:38:50-04'00' O m AL O m v E a U •• V to — O � toI i . 1 UCr a U z a W z Z LL W k) O U N UJ o O W =5 v ' ZUJ 6 < LI) N U OD OD u � OD< # I Z NN � ~ aj U O U rLU r� a- _ 1L Q; 1L mN �3 fo = 4J cn SHEET NO: 4 . OF S. L JOB NUMBER: 19-220 B PANEL "A" Poles BR Load Wire Description circa circa Description Wire Load BR Poles 1 20 1.2 kw 912 Refrigerator I Range U. 12.0 kw 50 2 1 20 1.2 kw u12 Clothes Washer 3 1 20 1.5 kw 912 Kitchen S.A.C. 5 6 Dr er u10 5.0 kw 30 2 1 20 1.5 kw u12 Kitchen S.A.C. I 8 1 20 912 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw u12 Dishwasher 11 12 1 20 1.2 kw u12 Microwave 13 14 Air Handl r u10 5.0 kw 30 2 1 15 u14 General Lighting 15 16 I 15 u14 General Lighting IT IS WH #10 5.0 kw 25 2 1 15 914 General Lighting 19 20 I 15 914 General Lighting 21 22 Goo u12 0.81 KW 20 I I 15 u14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1400 3 4.200 2 1,500 3.000 1 12,000 12,000 1 1,200 1,200 1 1,500 1,500 1 1,200 1,200 1 1,200 1,200 1 5,000 5,000 1 15,200 15,200 1 810 810 Total Watts 45.310 First 10000 Watts e100% 1 10.000 10,000 Remainder 35.310 940% 1 O 14.124 Electric Heat or A/C 10,000 065% 1 10,000 10,000 Calculated Load Watts 34.124 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 142.18 Panel Size Required = 150 Amps Electrical Symbol Legend S Single Pole Switch ® Recessed Can Light 53 Double Pole Switch ® Egeball Recessed P Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light _0 Special Receptacle Wall Mounted Light *9 Waterproof ground fault circuit Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack 0 Carbon Monoxide Detector "& Flood Light Q Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack Telephone Jack AC c A/C Disconnect ® I x 4 Florescent Light ® 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW 2.5ton 5k A/C disc. A/C disc. 42/0 AL SER Cable (3) #1 THHN Copper With UI Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule IMP 40 conduit sleeve ISO MCB into attic AMP MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can O METER METER Intersystem bonding Intersystem bonding 2" PVC ( F P L �� Termination point 2" PVC ( FPL Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bare ub co per wire to (2) 8'-Cg Galvanzied GEC Bare u6 co per wire to l2) 8'-C� Galvanzied ground rods ground rods ELECTRICAL RISER ALTERNATE SERVICE ELECT. RISER - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall use AL-CU Landing lugs. NTS - Contractor shall torque lugs I.A.W. - Contractor shall torque lugs I.A.W. manufacturers recommendations which manufacturers recommendations which shall be verified prior to construction shall be verified prior to construction - Verify AIC/KIC Rating prior to ordering equipment - Verify AIC/KIC Rating prior to ordering equipment ELECTRIC NOTES: I. Use copper wire only from panel to devices 2. Provide and wire all required smoke & Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. S. ALL exterior outlets to be WP/GFCI protected. 6. Recessed cans to be installed per NFPA requirements. 1. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refricierant lines that are run thru slabs must be sleeved in -'PVC 10. ALL A/C Equipment shall comply with energy calculation 11. All work shall be performed bg a licensed electrical contractor, the completed system shall be fully operative. 12. Contractor shall pay for all fees, permits, testing, and inspections including blower testing where required. 13. All work shall be coordinated with other trades to avoid interference with the progress of construction. 14. All required insurance shall be provided for protection against the public liability and property damage for the duration of the work. AiC Meter H.B. 15. 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. 16. 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. 1-1. 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. 18. The electrical system shall be completely and effectively grounded as required bg the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. OPTIONAL PATIO/SLAB 124 CFM IOxIOx1 B/A COVERED DEN PORCH MAST r -1BEDR M T I I I 144 CFM I I 12x&x1 124 CFM I I IOx10x1 I I I 13 CFM I I I 8x4x4 I I'f A 4 I r-a ------ ----- ria I 5 CFM J 12x12x10 8x4x4 I B/A 112 CFM 112 CFM ° IOxlOxl8 I IOxlOxl8 C L 0 T oo°n GREAT ROOM 19 CFM 8x4x4 I 0 BATHR s R 2 CFM I EN LO R II��II P W D 8x4x4 I I2" cuing I DI INCx I R OM 20x20 Tankless WH 1 �' mounted above 48" a.f.f. 150 Amp --� I ----------- anel 22" x ',I y�►ttic AcceWp II with light I STACK WASHER 181' D W D O trash AND UIIOU DRYER r GARAGE I �I Q� 3 CFM L - �� - - 1l1 CFM 8x4x4 12xbxl ro L,�UN Y r------------------- i I I I I I I I I I I I I I I I I I I I I I I I I DUCT 38 CFM 8x4x4 I ENTRY STRIF�AGF- L AYOUT 20. All equipment and panel sizes shall be verified before ordering. The contractor shall provide circuit routings to suit the job conditions. 21. Furnish and install all fixtures as called for on the plans or as selected bg others. 22. 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. 23. All exposed wire below 9'-1" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 KITCHEN SCALE: 1/4" = I'-0" Install under c not she clarity Exhaust Duct Thru Soffit H.B. Attic Ventin Calculations FSC 2309.1 Total Attic Space = 1,924 sq. ft. Venting Ratio I/ISO = 12.82 sq. ft. required Provide A Continuous Vented Soffit -I.B. e For int Post it Digitally signed by Daniel R. Braden Date: 2021.08.19 14:38:40-04'00' C 0 Ilk O m E_ Q c U d _ O I T CO i1C � I oE: I `U 110 10 Z Q W Z Z D W Q Q N (Y UlJ o O W =5 " O � z UJ LO OD > NN U - 00 W u 0 F �t < # 1 Z NN aj UULU --�� a- tr _ �� Q; 1L (� uo < cn SHEET NO: E-1 OF S. JOB NUMBER: 19-220 B R. %�� ° o° o° o ° AR 977770 °� ° �C