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HomeMy WebLinkAboutAPPROVED Plans - Cottage 34 - Left - Impact(1)FLOOR PLAN 34,-6" I- 6'-II" I _ II' -II" I _ 8'-10" 1 9'-10" 1 TYPICAL DOTES: SCALE 1/4" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to w.H. = 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 F.S.I. grout mix 6. 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.> 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 I�. 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. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C-19, C415, C514, C, 30, C931 C1002, C1041,C1111, C11-18, C1218, C1395, or C139and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Member Max. spacing P s of fasteners Nail sizing options for installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" -11" 12" 13ga 1 3/8" long with 19/64" head OR 0.098" diameter x 1 1/4" long )/2 " annular -ringed or 5d cooler nail OR Walls Either 16" " 81 16" 0.080" dia. xx 1 5/8" long with Direction 15/64" head OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" -11" 12" 13ga 1 5/8" long with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail s OR Walls Either 16" 81" 16" 0.092" dia. xx 1 1/8" long with Direction 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 A108.1, 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 C1118 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 %" x 4'-2 54 %" x 50 7/a" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %s" i5" x 63 %" Single Hung ZONE 4 3. 2'-2i2" x 3'-2 �8" 21 �2" x 38 Single Hung ZONE 4 4. 3'-1 %'x 4'-2 %" 38 %"x 50y8" 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' _on X 41 %"x 83 %" Fiberglass Panel - Inswing ZONE 4 C 6'-On X 6'-e" 14" x 81 �2" ;P°�«;;°'" Sliding Glass Door ZONE 4 D 2'-8" X C-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'-8" x C-8" x 1 %" Solid Core - Wood - 6-Panel - Pocket G 2'-8" x C-8" x 1 %" Solid Core Wood, Steel, or Masonite Door (20 min rated) H 5'-0" X 6'-8" Solid Core - Wood - Pocket J 2'-6" X is Solid Core - Wood - 6-Panel - BI-FOLD K 2'-S", 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 is _an 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 #1 All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction Grade ALL WINDOWS TO HAVE DRYWALL SILLS AREA CALCULATIONS Living A/C = 1,285 sq. ft. Front Porch = 20 sq. ft. Pear Porch = 118 sq. ft. Garage = 303 sq. ft. Total Under Roof= 1-126 sq. ft. Total Cubic Ft = 2" VTR J� I 2" I I LAY-1 MASTER 2" BATH 2" WC-1 3" 3 2" VTR " BT-I 2 ' �� 12" wn-I 2" LAUNDRY 3" \ PLUMBING RISER Install doors thru buck into block using tapcons as stated in product appproval form on sheet I. Exterior face Buck to be 2 x 6" PT of wall cries 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 lock with case hardened nails Detail at Window prior 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. Truss mfg to provide level return to be Ishort 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 to level return with (2) 8d 'J 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 �77 NTS 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL (shop drawings bg manufacturer) "JIL2" AAV KTICHEN 2" 2° 3 To Septic \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" drywall 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 R-102.3.1 T and shall meet all pertaining ASTM codes. Mortar to be Type "M" onlg proportioned per FBC R60-1.1 and Mortar Joints shall comply with FBC R6Ol.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with grout and (U 45 bar vert. (typical). Max. spacing shall not exceed Wood 48" unless otherwise noted Masonry Beam see foundation plan notes for ase spacing at openings I" x 6" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails 6"x6" 410/10 WWM on 6 mil Visqueen over and ambaoor attachment head clean compacted termite treated fill Install SGD Frame thru buck into _ block using tapcons as stated - in product approval form on sheet I. 14"w x 18 Concrete footing with (2) 45 bars cont. and 45 14 transverse bars at 48" o.c. TYPIC;4L SECTION Scale : 1/2" = l'-O" O [0 OPTI PATI S'-1„ AL SLAB 12 ci) a)i I DD ©O O O O DO N/F O O • " �\ 12' 0 0 COVERED o DEN � PORCH `I N MASTER o - BEDROOM o I m uUc OD T� R oU-El 8111 000 o 1 H o N E I I O I I I o I 6' 4" 8' 2„ 4 0 GREAT I ROOM CLOSET I O O I in 3 E)� ST R N I N 0 o I v1n I H I o I O EN LO R P W al N I O I DINING I ROOM Tankless WH I _ O �r mounted above 122 3/8" O o0 48" a.f.f. O °i 34 3/4"h H.B M - e Dead wood 40"h nee wall 4" wide and 58"h for WH Meter ISO A Pane _ P r22" x SGD vinyl _ - - _ _ - T Access 17 "_ �vU = Qj a �ttic ath light WASH STACK I DUJ FEIn Ftorua,8,so"hu AND DRYER O GARAGE _# o I 1,I zl 14-10 3/1 <r 0 0 >1 Q w1 = 0 O Ea N LAUNDRY" O `r' z z a OI $ _ w KITCHEN o/ O I I cv I I I © a)- 0 H.B, j j 18' pantry I I O cabinet ENTRY O j 5/8" drgeall I A/C I STORAGE co I I I I m lY I O O A O 0 OO OO 1 81 1 a) OO El I I 117PO Head sliding door Verify sill attachment req. with product approval on Typical Flooring sheet 1. N 1 1/2" ry Bottom Track S I I I 2'-8" 10'-O„ �,_4 3/a„ 2'-1%8' 2'-1%e'3/6„ _ 4'-3Y4 - - 11'-2 %„ 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 Detall At Masonrg Wall NTS Digitally signed by Daniel R. Braden Date: 2021.04.29 14:45:38-04'00' O U- LL V Z z :3 m oo W < U z Z N Qe LU O O W =3 " O z W ui 01 OD" O 40 < �' (-4 N Q; U Q Qo ao 2 < OD OD Cr ~ O Cr U��3c�n LU 3 ~ Uj X L U to LL 1L N < `r d) fill SHEET NO: 2. OF 5. JOB NUMBER: 21-100 � fOU. .......... 0 Wow "l- R. RR4ok� 0. o AGE 977770 °�n^ O� V 041 FOUNDATION PLAN STRUCTURz4L MOTES: 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF CONSTRUCTION 3. 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. `�•• 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 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 HOURS. NO SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION. �• SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. 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. 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE ATTENTION OF THE ARCHITECT. 9- GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR 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 (U 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted SCALE: 1/4" = 1'-0" II. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS 12• CONTRACTOR TO PROVIDE SOLID FILLED CELL AND It5 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 6'-0" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION PLAN. 13. DESIGN LOADS ARE AS FOLLOWS: SEE PERMIT INFO BOX ON SHEET I. 14. ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-16, t A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL. 15. 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. 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTING: 3" BEAMS: 1-1/2" 1-1. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI 19. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 9-15 PSI 20. ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. FASTENERS TO HAVE MIN. G185 RATING. 21. CONTRACTOR TO PROVIDE FORM BOARD SURVEY AND FURNISH TO TRUSS MFG PRIOR TO TRUSS CONSTRUCTION FOR ACCURACY TO FIELD Termite Protection for New Construction as per F.B.C. R318.1 CONTRACTOR TO REFERENCE F.B.C-R FOR FURTHER REQUIREMENTS Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR one 45 bar continuous 6 x6 410/10 WWM on 6 mil Visqueen over \ clean compacted termite treated fill GRADE Grade T = T III _ -� 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 3„ transverse bars at 48" o.c. 3" TYPICAL FOOTING DETAIL J SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan 6 d 3 "(2) 45 bars cont. bottom steel 10" 12" DETAIL AT GARAGE STEPDOWN 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Top of footer 16" below finished floor SCALE 1/2" = 1'-0" 30"x30"xl6" concrete column footing with (.4) 1*5 bars each wag SCALE 1/2" = 1'-0" 45 bar cont. in curb 4" concrete slab with fibermesh OR 6"x(." 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill PORCH SLAB EDGE DETAIL SCALE 1/2" = 1'-0" 45 bar vert. w/ 30" overlap I .1� at each filled cell Curb height Wood Verify based on Base foundation plan Grade Fs Fill cell with grout and (1) U5 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 x(.410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill IIj1— 14% x 18"d Concrete footing with (2) 45 bars cont. and 45 transverse bars at 48" o.c. GARAGE CURB DETAIL 12 IEKUL E D jr SCALE 1/2" = 1'-0" 2" x 6" PT wood secured with 1/2"dia. x 6" expansion anchors with 2" sq. washer 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 N T S IN PERMIT INFO BOX ON SHEET 41. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. FOOTINGS SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 US BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS F 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS F5 1 t With h x 18"D Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB e 0'-0" Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Grout fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 75 0 Contractor to provide m proper foundation chairs for proper steel installation 30" min. Corner Steel Lap nts Filled Cell Masonrg Column With One 1*5 From Footing To Tie Beam Grout fill To Be 3000 PSI See Floor Plan For Location J "r.;• Single Filled Cell Column NTS c c u Digitally signed by Daniel R. Braden -m Date:2021.04.29 14:45:50-04'00' OL Q� U z Q LU z U_ N � o LL1 OD 0) u .2 �' �� N N Q; U — Q ao ao r L rOD OD ~ rr� Cr Cr 0 Ell LU 3 n L4 X —1 � U � LL 4J M7 L SHEET NO: 3. OF 5. JOB NUMBER: 21-100 B fOU. o��oo 0000000 0� c AGE 977770 O ����o oC LINTEL SCHEDULE Mark Window or D Unit Width Lintel Size -Specification Rows of "H" Block Above " " Bottom Steel Size Top Steel Size Max. Gravitg Load (PLF) Max. Uplift Load (PLF) May- Lateral Load (PLF) L22 T-2" V-L" BPI(.-IB/IT ONE 1 u5 1 u5 L113 3541 2854 L31 Z'_8� 3'-1" 4'-0" BFIL-IBAT ONE 1 u5 1 #5 2431 3019 2128 L45 4'-5" V-10" BPI( ONE 1 u5 1 #5 4340 2043 944 L50 W-0" C-La 8FI6-IB/IT ONE I u5 1 u5 3480 1880 1204 LLO V-8" T-L" 8FIL-IBAT ONE 1 u5 1 85 2661 IL34 891 LBO 8'-O" T-4" 8FIL-IB/IT ONE 1 u5 1 85 1843 113S 139 L90 9'-0" 10'-L" 8FI6-IBAT ONE 1 u5 1 u5 1533 914 519 L90B 9'-O" 10'-L" 8FIL-IBAT ONE 1 u5 1 85 1533 914 519 LI00 10'-0" ll'-4" 8FIL-IBAT ONE 1 u5 1 85 1344 198 L04 LIOOB 10'-0" ll'-4" 8FIL-IBAT ONE 1 u5 1 85 13LL 198 L04 L120 12'-O" 13'-4" BPI( ONE 1 u5 1 #5 1015 LOL 433 L120B 12'-O" 13'-4" 8FI6-IB/IT ONE I u5 I u5 1015 LOL 433 L140 14'-0" 15'-4" 8FI4-IB/IT ONE 1 u5 1 85 1250 485 341 LILO IV-0- IT-4" 8F8-IB/IT ONE 1 u5 1 85 950 404 25i LMOB IL'-0" IT-4" Oft-IBAT ONE 1 u5 1 u5 950 404 251 - 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. Provide its 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. its cont. beam steel to run 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 45 bars with 12" min. lap into footing and 48 bar dia. into vert. filled cell. .. I. '... • . , p Concrete Footing See foundation plan for for exact sizes DETAIL AT WINDOW OPENINGS IN CBS W,4LL Scale: 1/2" = 1'-0" Verify with Plan Concrete 12"x 12" Lintel Column Block � Rebar Rebar 48 Bar Did. Min. Overlap Column to Lintel 4ttachment NTS Additional Precast Lintel „ „ „ „ u5 bars Lintel Bar Clear A B r . "� r •1 CLEAR Length Length Span Bars Bars • T::: i i i i ► i 2'-10" 2'-8" 1'-6" 2,u3 none 3'-6" 3'-4" 2'-2" 2,U3 none BPS-OB/IT 8F8-IBAT BPS-IB/2T Additional 4'-O" 3'-10" 2'-8" 2,u3 none 45 bars CLEA a`2" 2,u3 none ne Row of "H" Block Above 5'-2" 4'-O" 2,3 none •i �'-10" 5'-8" 4'-6" 2,U4 none Precast Lintel 1 r 41 ' " ' " S'-4" 2,Unone Simpson HETA 20 or equal 45 bars ,____y hurricane anchor at each truss 6'-2" 2,U5 none with (10) IOd x 1 1/2" nails BFIL—IB/IT BFIL—IB/2T ( 24" o.c.) supporting Max. none 18101bs. uplift NOTES: I. min. coverage of steel=1.5" Truss mfg to pprovide level 2. min. bearing required 9 ea. end=8" ALL reinforcing steel is grade 60. return to be 1" short of wall- 3. standard for reinf. steel=ASTM A6IS TYPICAL LINTEL SECTION Aluminum Drip PRECAST CONCRETE ) Edge I 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) 3cl bars vert. tied into lintels above thicken edge to 8"x8" with concrete and one 45 bar continuous BEYOND Top of footer 16" below finished floor 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 plans for zone 3 Ke Zone Ede Field Fastener Pressure I 6" 6" 8d ring shank 45 psf 2E, 2R �{" 6" 8d ringshank % psf 2N/3E/3R 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 using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R-19 batt 3LOCKING� DETAIL )ER STRAPPING TER BEARING POINT l/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 Ti�pe 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 underlayment intstalled per Product Approval as shown on sheet I over COX decking — see roof sheeting attachment diagram on roof plan. \ 12 4 Aluminum Drip Edge t Fascia Flash and Counter f lash Nail ledger to gable end truss with (2) 10d IIS at each we 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 typical concrete block construction _ �L . LIVaries — see plan co its bar vert. w/ 30" overlap at each filled cell [a' Ceilln Trusses at 24" o.c. see shop drawings bg 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 transition Insulation Detail nts Mete Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEERED WOOD TRUSSES 9 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) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) US bar cont. for bottom row over openings 1/2" dr wall over I" x furring strips a� 16" o.c. with R4.1 PI -foil -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 comply with FBC R40-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...> Fill cell with Grout and (U 45 bar (typical). ROOF Max, spacingg 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 4:12 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 Strap Girder truss to wall using Simpson MGT strapp with (1) 5/8" dia. ATR embeded 12" min. in concrete and HETA 20 HETA 20 dM , U � 148' 1= -"'I _IIII II- j1 F3 T 4plcal S ectlon at F ront P orch Scale : 1/2" = I'-O" PLAN ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed by TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Da Digitally iel signed CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO / r.. Date: 2021.04.29 TRUSS CONSTRUCTION 14:46:02-04'00' to O �1 aC4a0 I � ' a C� 1 U_ w Q 0 U (V W o O Z W " < } Lo OD NNE p U Q OD aD u 0 <OD z OD # 1 6 (-A ~ O rr Cr �LLIU��3c�n 3 Uj ��Q3 LL � U � ,L N r L SHEET NO: 4 OF 5. JOB NUMBER: —100 B 21 fOU. .......... 0 C a o0 o � ox R. Rmo�� AGE 97777® O ���o o�oiaoC A�n� PANEL "A" Poles BR Load wire Description circa arc# Description wire Load BR Poles 1 20 1.2 kw #12 Refrigerator I Range #6 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 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. I 8 1 20 #12 Bathroom Recepts 9 10 Air Cond sor 410 5.0 kw 30 2 1 20 1.2 kw #12 Dishwasher II 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 16 1 15 #14 General Lighting 11 IS WH 410 5.0 kw 25 2 1 15 #14 General Lighting 19 20 1 15 #14 General Lighting 21 22 CsDO #12 0.81 KW 20 1 1 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 2-1 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description 0t . 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 $100% 1 10,000 10,000 Remainder 35,931 $40% 1 O 14,348 Electric Heat or A/C 10,000 $65% 1 10,000 10,000 Calculated Load Watts 34.314 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 143.22 Panel Size Required = 150 Amps Electricdl Sgmbol Legend S Single Pole Switch ® Recessed Can Light $3 Double Pole Switch ® Egeball Recessed B Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light _0 Special Receptacle Wall Mounted Light *9 Waterpr g ound fault circuit 0tewcuptar PC 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 fan ® 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 A/C disc. A/C disc. 11:2/0 AL SER Cable (3) 11:1 THHN Copper With 41 Grnd 2" PVC Schedule 40 conduit 2" PVC Schedule 40 conduit sleeve P >150 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 point 2" PVC ( FPL)-� Termination point schedule 80 schedule 80 2" rigid service FPL 2" rigid service FPL GEC Bare #6 co beer wire to (2) 8'-C' Galvanved GEC Bare #6 co per wire to (2) 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 I - 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. B. 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 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 by 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. 2.5ton 5 AiC 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 by the latest edition of the N.E.C. 19. All material shall be new and shall bear underwriters' labels where applicable. Meter H.B. OPTIONAL PATIO/SLAB 124 CFM IOxlOx1 B/A COVERED DEN PORCH MAST t< -1BEDR M T I I I 144 CFM I 12x(.x1 I 124 CFM I I IOxIOx1 I II I 13 CFM II I I I 8x4x4 I 1 14XI410 I 7r-a ria I `- J 5 CFM k - B/A O 8x4x4 8 110xI FM 0 IOxIOx I CLO T 15ox GREAT i ROOM 19 CFM 8x4x4 I O R � I BA l s R 2 CFM I ¢� 7DEN LO R P W D Sx4x4 I 12" Cuing I DI INCH 20x20 I R O M Tankless WH r--a 1 ,' I mounted above 48" a.f.f. ' it--.j GO Amp --� ( ----------- Panel r22" x 3G"',I 1 ACCeW" � - s - - I I 18'I PLUc STACK L with light I WAS�HDER J �0 o o traysh D W -s' I DRYER GARAGE o � � � CF `-'"- - IZI CFM 12xLx1 Of LAUN Y Ok KITCHEN r------------------- i I I I I I I I 8x4x4M ENTRY I I STR�QGE W I I I I I (u I �ls,�CT L�i�OI�T SCALE: 1/4 = 1'-0" 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 Inst unde not clan Exhaust Duct Thru Soffit H.B. AttlC Venting Calculations FSC 2309.1 Total AttlC Space = 1,898 sq. ft. Venting Ratio I /ISO = 12., S sq. ft. required Provide A Continuous Vented Soffit 4.8. F or int Post it Digitally signed by Daniel R. Braden _r.. Date: 2021.04.29 14:46:19-04'00' a +� Q a Ll Z Q Z Z D LL Z O U 111 U W (V LU o O W =3 " O .. z W OD � } Lo ODO a; U - Q OD aD 2 < 2 < z NN � # 1 ~ O CF- U��3c�n LU 3 ~ LU x ii 1L Uvi LT N SHEET NO: F.-1 OF 5. JOB NUMBER: 21-100 B 0 .......... 0 c a o0 0,%F_L R. 0R4�4 ° O. o AGE 977770 °- n �3�DD