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HomeMy WebLinkAboutAPPROVED Plans - Cottage-Right-ImpactFLOOR PL�4N 35'-0" 1 9'-10" 6'-I" 1 12'-1" 1 7'-0" 1 TYPICAL NOTES: SCALE 1/4" = l'-O" I. Contractor to verify ALL notes and dimensions prior to Water Heater 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. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. ALL Concrete used for vertical filled cells, cont. tie beams etc.. to shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix L Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws per FBC R-102.3.5. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. `l. 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,, 1-4. 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 pper FBC R302.9.1 I,o. Wall and ceiling finishes shall have a smoke -developed index of not greater than -4 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. R31; - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C-19, C415, C514, C�30, C931 CffoO, C1002, CIO41,CII11, C11-18, C1218, C1395, or C139and shall be installed according to the following: (FBC R-102.3.5) Dr wall Thickness Location Orientation Framing Member S acin Maximum Max. spacing of fasteners Nail sizing options for installation of drywall into wood framing members 2" x min. thickness Nails Screws Ceiling Perpendicular 24" 111 12" 13ga 13/8" long with 19/64" head OR /2 0.098" diameter x 1 1/4" long annular -ringed or 5d cooler nail OR Walls Either Direction 16" g" I6" 0.080" dia. xx 1 5/8" long with 15/64 head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" bong with 19/64" head OR a 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail OR Walls Either Direction I(,,g" 16" 0.092" dia. xx I -1/8" long with 1/4 head OR Gypsum board nail 0.0915" dia. x 11/8" with 19/64" head. 19, ALL ceramic the surfaces installed shall conform to ASTM A108.1 thru A108., , A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C11-18 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 open. Window Description PRESSURE ZONE I. 4'-5.�8"x 4'-2 i8" 54i8"x 50 %" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %8" 15" x 63 %" Single Hung ZONE 4 3. 2'-2i2" x 3'-2 N" 21i2"x 38 %" Single Hung ZONE 4 4. 3'-1 %8'x 4'-2 %" 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 1 ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturers specs prior to construction Door Schedule Mark Size Rough 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 %"x 83 %" 1 Fiberglass Panel - Inswing ZONE 4 C 6'—O" X 6'-8" tom 14" x 81 %2" of Bess Sliding Glass Door ZONE 4 D 2'-e" X 6'-8" Solid Core — Wood — 6—Panel —Bi—Fold Finished 32" x 81 �2" E 2'-8" X 6'-8" Solid Core — Wood — 6—Panel F 2'-e" x 6'-8" x I �4" Solid Core — Wood — 6—Panel — Pocket G 2'-8" x 6'-8" x I %" Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-0" X 6'-8" Solid Core — Wood — Pocket J 2'-6" X 6'-8" Solid Core — Wood — 6—Panel — BI—FOLD K 2'-8" X 6'-8" Solid Core — Wood — 6—Panel L 2'—O" X 6'-8" Solid Core Wood, Steel, or Masonite Door (20 min rated) M 2'—O" X 6'-8" Solid Core — Wood — 6—Panel — BI—FOLD N 2'-6" X 6'-8" 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 by contractor with manufacturers specs prior to construction ALL WINDOWS TO HAVE DRYWALL SILLS AREA CALCULATIONS Living A/C = 1,30L sq. ft. Front Porch = 23 sq. ft. Rear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1-150 sq. ft. Total Cubic Ft = 2" AAV I 2" r 1%11 KTICHEN To Septic Install doors thru buck into block using tapcons as stated in product aroval form on sheet I. Exterior face Buck ppp to be 2 x 6" PT of wall cries 7UU see product approval for hinge screw 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 block with case hardened nails Detail at Windowsprior to window attachment Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX decking - see roof sheeting attachment diagram on roof plan. 12 Truss mfg to provide level return to be 1" 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 5/8" thick light textured stucco on typical concrete \ block construction co 45 bar vert. w/ 30" overlap — at each filled cell Wood Base No Emil s, ■ . i NTS 2' VTR �L 3° 2" I WM-I 2" 3" LAUNDRY 2" VTR �L I 2" I I LAY-1 2" MASTER 2„ BATH 3„ WC-1 3" 2" BT-I PLUMBiNG RISER PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings by manufacturer) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 fi-fo11 -insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar Joints shall comp-ly with FBC R60-1.2.1. Provide Dur-O-Rock at all wet areas (ex, showers, tubs etc...) Fill cell with grout and (1) 45 bar vert. (typical). -Max. spacing shall not exceed 48" 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 6"xb" 410/10 WWM on 6 mil Visqueen over and ato d mbsoor attachment head / clean compacted termite treated fill o Install SGD Frame thru buck into = block using tapcons as stated in product approval form on sheet I. Ills_ :E1 14"w x 18 Concrete footing with (2) 45 bars cont. and its transverse bars at 48" o.c. TYPICAL SECTION Scale : 1/2" = 1'-0" verify sill attachment req. with product approval on - sheet I. OPTIONAL PATIO/SLAB 12" 10 0 • 00!F)i I I T1 I I 144F--1111OD 00 O 10'-10" 12'-8" 0 0 o COY ERED PO PCH DEN o MASTER BEDROOM o - _q) �0 000 0 00 Ln I I I I Ln I " 8'-200 I GREAI� ROOM 0 _ ° _ CLOSET I I %n I O <r <r O cy N x x ° T O 3. O Ln vinyl I B " �r 9'-21-1 0 O \ NH W RE O I © o PU1D O DINING I _� u, ROOM I _ <r 0o H O Tankless WH 122 3/8" O G mounted above � A/C #1 m .B. I 48" a.f.f. knee wall 4" wide Dead wood 40"h and 58"h for WH OD —L ---__ =—=_ 22• x 36•� 150 Amp � Meter � °'� I `� 18"Lll� vinyl 17" 14ttic Access P nel ILLSTACKras WASHERnth light I )]1�1 O UIIO ANDJ � 1=3 GARAGE r I 15,_43�8„ z 1= - 3'�43/s" 4' 14,_O„ O N N a I w 0 N a = v7 KITCHEN O LAUNDRY a 10 z- z o I I cv O 0 0 0 0 O 18" pantry O I I H.B. cabinet © I I ENT f Y I O A/C I /8" drgeall I O >� W ,i STORAGE I O O O I I O F)101 I I I III O 11 1 1 15)O II O I I 1a)1E)l00 O Head sliding door —117 /Typical Flooring 1 1/2„ Bottom Track Sill 5'--13/b„ 2'-4 %8' 2'-4 %' 6,_4 s/8„ 10'-O„ 2,_8„ I" x 6" 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. Sliding Door Detail At Masonry Wall NTS Digitally signed by Daniel R. Braden Date: 2021.03.23 09:13:27-04'00' IAA (y U Q m o LLJ V cy O O Ul< Z " O Lo OD �' < (L CNN �; U 06OD< u t � Z (17- UJ _ 1L Q; LL fil IV N SHEET NO: 2, OF S. JOS NUMBER: 19-221 B �- JU-� OF° FQOo j.�Joo °o�c 0 0�oL R. 0 oa o° AR gala® °C�z o -1 L FOUNDATION PLAN SCALE: I/4„ = I'-C" STRUCTUR/4L NOTES.' 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 #5 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. `f•• ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 1-{. ALL REINFORCING STEEL SHALL BE GRADE 60, 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" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. 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 19. 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. 9. 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 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"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE Grade - _ ,I III, _Mt: 14"w x 18"d Concrete footing with (2) #5 bars cunt. and #5 �4PORCH t�AB EDGE DETAIL transverse bars at 48" o.c. 3" 3„ SCALE I/2" = I'-O" 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 2) 45 bars cont. bottom steel t--1/ DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied I into lintels above Top of footer 14" below finished floor 12" 30"x30"xW' concrete column footing with (4) - 111 IIII 45 bars each way 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" 45 bar cont. in curb Curb height Verify based on foundation plan Grade P7,1 I I' J'i " I- ] k�111� � � Wood Base 45 bar vert. w/ 30" overlap ,_---at each filled cell Fill cell with grout and (1) #5 bar vert. (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" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill ....IIII—. Ali — 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. f GARAGE CURB DETAIL SCALE 1/2" = 1'-0" I I-2 11M mo Contractor to provide (f) 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 41. 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 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 30" x 30" x 16"p COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 #5 BAR CONTINUOUS F5 14"W With x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 9 0'-0" Filled Cell Masonry Column With One 45 From Footing To Beam Each. Filled Cell Masonry 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 -:� r;,-n° Digitally signed by Daniel R. Braden Date: 2021.03.23 09:13:40-04'00' 1�A Q � 0 toLU Z V cV W .. z u =5Z di w OD °D M OD o �' — < N N �; U < 00 06 OD OD ## I z N N aj U CF- Cr _ 1L Q; 1L N SHEET NO: 3, OF S. JOB NUMBER: 19-221 B Rcb O��QO Q 0 0�gV_L R. 0 o oa o� %° AR 9770 °C�z -1 L Provide 45 bars with 12" min. lap into beam and 48 bar dia. into vert. filled cell Provide Cast -Crete 81.114-IBAT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. u5 cont. beam steel to run /T through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled ce 4" Pre -cast Sill Filled Cell Provide u5 bars with 12" min. lap into footing and 48 bar dia. into vert. filled cell. Concrete Footing v See foundation plan for or exact sizes DETAIL AT WINDOW OPENINGS IN CBS WALL Concrete / Lintel Rebar 48 Bar Did, Min, Overlap Scale: 1/2" = 1'-0" 12"x 12" Column Block Rebar Column to Lintel /4ttachment NTS Additional Precast Lintel „ „ „ It bars Lintel Bar Clear A B CLEAR Length Length Span Bars Bars J 2'-10" 2'—g" 1'-6" 2,3 none 3'-6" 3'-4" 2'-2" 2,U3 none 8F8-0B/IT 8F8-IBAT BPS-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,U3 none #5 bars CLEA '?e' l ` 4'-6" 4'-4" 3'-2" 2,U3 none ne Row of Block Above `' 5'-4" 5'-2" 4'-0" 2,u3 none r'. -,,,Precast Lintel 5'-10" 5'-8" 4'-6" 2,4 none .. Additional 5'-4" 2,u4 none r,----A#5 bars IL ---- �'-6" T -0" 6'-2" 2,US none SFIL-IBAT BPI(-IB/2T 8'-4" 7'-101, T-O" 2,US none NOTES: I, min. coverage of steel=1.5" 2. min. bearing required s' ea. end=8" ALL reinforcing steel Is grade 60. 3. standard for reinf. steel=ASTM A6IS TYPICAL LINTEL SECTION PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size Specification Rows of At Block Above " " Bottom Steel Size Top Steel Size Max. Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLF) L22 2'-2" V—Lit BFIL—IB/IT ONE 1 u5 1 85 6113 3541 2854 L31 2�_LLE Sw 3'—I" 4'—O" or—IBAT ONE 1 u5 1 u5 2931 3019 2128 L45 4'-5" 5'-10" 8FIL—IBAT ONE 1 u5 1 u5 43LO 2093 94L L50 V-0" V—Lit 8FIL—IBAT ONE 1 u5 1 85 3480 1880 1204 LLO V-8" T—Lit 8FI6-115AT ONE 1 u5 1 #5 2661 I634 891 L80 8'-0" T-4" 8FIL—I5/IT ONE 1 u5 1 #5 1843 1133 139 L40 T-0" 10'—Lit 8FIL—IB/IT ONE I u5 I 85 1533 914 519 L9013 I T-0" 10-Lit 8FIL—IBAT ONE 1 u5 1 85 1593 914 519 LI00 10'-O" ll'-4" BPI(,—IB/IT ONE 1 u5 1 85 1366 148 604 LIOOB 10'—O" ll'-4" 8FIL—IBAT ONE 1 u5 1 u5 13LL 198 L04 L120 12'—O" 13'-4" 8FIL—IBAT ONE 1 u5 1 u5 1015 LOG 433 L120B 12'-O" 13'-4" 8FI6-IB/IT ONE 1 u5 1 85 1 1015 LOL 433 L140 14'-O" 15'-4" BPI(-IB/IT ONE 1 u5 1 #5 1250 1 485 341 IV-0- IT-4"ONE u5 950 404 251LILO LILOB IT'-" BF -AT ONE u5 1 u5 950404'" 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'-0" LONG ARE TO BE PRESTRESSED. HIP ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roof stated in permit info box on these pans for zone 3 Ke Zone Edge Field Fastener Pressure I 6" 6" 8d ring shank 45 psf 2E, 2R .4 6" 8d ringshank 14 psf 2N/3E/3R 4 �{" 8d ring shank 84 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 usingg 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 I 3LOCKING DETAIL )ER STRAPPING TER 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 Type 2 felt paper using 8d nails. Substrate to be 19/32' COX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlagment 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 Kaycan full o vent vinyl soffit install 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 IL" below finished floor 12 4 Aluminum Drip ' Edge t Fascia Flash and Counter flash Nall ledger to gable end truss with (2) 10d Its at each web \ Trusses at 24" o.c. -e shop drawings I others ceiling transition Ided using metal studs erify exact configuration :es R-30 Batts -19 batts Drywall ceiling see typical section Ceiling transition Insulatlon Detelll 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- ENGINE ERf_O WOOD TRUSSES 24"o.c. TYPICAL ( shop drawings bg manufacturer ) \R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) #5 bar Cont. in each row. Substitute precast lintel filled with concrete and (1) #5 bar Cont. for bottom row over openings 1/2" drywall„ over I" x furring strips at 16 o.c. with R4.1 ?[-foil oil -insulation on typical 8" Block walls All drywall to be installed per FBC R-102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type limit only proportioned er FBC R401.1 and Mortar joints shall comply with FBC R401.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with Grout and (U u5 bar g shall (typical). ROOF Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for — OVERHANGS AT 1'-0" UNLESS OTHERWISE RIOTED ON THIS SHEET spacing at openings 4" concrete slab with fibermesh OR — ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET 111 #10/10 WWM on L 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 NI II ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 777 - II- '� - FI -"II _IIII II- " F3 11117 T 4plcal Section at Front P orchh Scale : 1/2" = 1'-0" Strap Girder truss to wall using Simpson MGT stray with (1) 5/8" dia. ATR N w 2 W 2 eter 0 W HETA 20 HETA 20 5/8" thick stucco on 3/8" hi —rib lath 12" attached to horizontal and vertical wood framing with nails or staples to provide ed no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on t ical concrete block construction Varies - see plan U5 bar vert. w/ 30" overlap at each filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Wood Base P�%Lll w�i oor� PLAN ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by DanielR. CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO � Braden PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date:2021.03.23 TRUSS CONSTRUCTION 09:13:54-04'00' z Q to LU z z (V QY lU O W =5 u z Z w di °� OD I o < > (-4 N �; U 0006 u (a I Z O IN >r >rul _ � l L to 1L t; m fil re E: N I�Q SHEET NO: OF 5. JOBNUMBER: 19-221 B /o JU� OF° FQoo 5.e� 0 0�gV_L R. 0 0. AR 9770 �o a L PANEL "A" Poles BR Load Wire Description circ# circ# Description Wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range U 12.0 kw 50 2 1 20 1.2 kw #12 Clothes Washer 3 1 20 1.5 kw #12 Kitchen S.A.C. 5 G Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher 11 12 1 20 1.2 kw #12 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 1 15 #14 General Lighting 15 14 1 15 #14 General Lighting 11 IS WH #10 5.0 kw 25 2 I 15 #14 General Lighting 19 20 I 15 #14 General Lighting 21 22 GDO 412 0.81 KW 20 1 1 15 #14 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 1609 3 4.821 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 45.931 First 10000 Watts 9100% 1 10,000 10,000 Remainder 35.931 940% 1 0 14.348 Electric Heat or A/C 10.000 945% 1 10.000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided bg Voltage = Total Amps 143.22 Panel Size Required = 150 Amps ElectricdI Sgmbol Legend S Single Pole Switch ® Recessed Can Light S3 Double Pole Switch ® Egeball Recessed B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light 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 Thermostat m Electrical Panel ® Central Vac 8 Electrical Meter ® Smoke Detector Ceiling Pan ® Television Jack Telephone Jack AC r),s c A/C Disconnect ® I x 4 Florescent Light j 2 x 4 Florescent Light ® Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAH O = THERMOSTAT LOCATION B/A = BALANCED AIR H.B. FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. A/C disc. 42/0 AL SER Cable (3) st1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule AMP 40 conduit sleeve AMP MCB into attic MCB PANEL AHU PANEL AHU 200a rated 200a rated meter can O meter can O METER METER Intersystem bonding Intersystem bonding 2" PVC ( FPL Termination pant 2" PVC ( FPL)-� Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL C;EC per wire Bare U. co f Galvanzed to (2) 8'-Ci'-Cg CGEC Bare . co per wire to l2) 8Galvanzied 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 II Carbon Monoxide detectors. 3. Contractor to verify location of electrical service and provider. 4. ALL bath and kitchen receptacles to be GFCI protected. 5. 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 Refri Brant lines that are run thru slabs must be sleeved in TOVC 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. Ia. 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. 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. I1. 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 by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. OPTIONAL PATIO/SLAB 12xl2x9 B/A 124 CFM _ n IOxIOx1 COVERED I`�I L T al PORCH DEN I M STER I BE ROOM I I 149 CFM I 12x6x1 I 124 CFM I IOxIOx1 I i I I I I I i I 13 CFM I 8x4x4 14x14 Ry7 R 1 \" 5 CFM ` �J 1 8x4x4 12xI2xI0 112 CFM 112 CFM B/A IOxlOxl8 I IOxlOxl8 ° GREAT ROOM CL SET 19 CFM If 8x4x4 ° I � B TH I 2 CFM sH w R I 8x4x4 F W D N os E 12m DINI G I RI R 0 I Ceiling 20x20 I F__, � L Tankless WH I \ I I- mounted above L__19 48" a.f.f. -- 150 Amp ° �l ttac ,access Panel trash ° ° WASHER / I nth II�I1t 1 Ullou N DW AND / L - J DRYER I I= #� I / r Ill CFM x J sxCFM 44 GARAGE101 12x6x1 LAUNDRY A0 KITCHEN I I I I I I I 18" pantry I I cabinet 3 8 CFM I I ENTRY STO�2�GE I I W I I DUCT LAYOUT 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 by 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 T-l" shall be installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 SCALE: 1/4" = 1'-011 .5ton 5kw A/C eter H.B. H.E Wire I Front P, Lli Attic Venting Calculations FSC 2309.7 Total Attic Space = 1,924 sq. ft. Venting Ratio 1/150 = 12.82 sq, ft. required Provide A Continuous Vented Soffit 1TA Duct Vit I oulet r disc. ,wn for IL clarity n, Digitally signed by Daniel R. Braden Date: 2021.03.23 09:14:06-04'00' Z Q ED LU Z Z D w a a LL Z O U W U W [L cy AC Ul o O Ul " O .. z w °� o 4 �' 00 N N U -3 (L < 0006< I I u < OD� 1 Z Ul fil 0 IV N < SHEET NO: F. -1 OF S. JOB NUMBER: 19-221 B OF° FQoo r-,,O,,gvL . a o�� o 0.1 o ° AR 9770 °C�z o