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HomeMy WebLinkAboutAPPROVED Plans - 4 La Paloma(1)FLOOR FL 4N 35'-0" 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 Ccr60, C1002, C1047,C1177, C1178, C1278, C1395, or C139and shall be installed according to the following: (FBC R702.3.5) Dr wall y Thickness Location Orientation Framing Spacinr 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 OR 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either I6" 8° 16" 0.080" dia. xx 1 5/8" long with Direction IS/IIIhead OR Gypsum board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 7" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long e annular -ringed or 6d cooler nail OR Walls Either 16" 8" 16" 0.092" dia. xx 1 7/8" long with Direction I/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.�, A108.1, A118.1, 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 accompanyingg 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 �8" 54 �8" x 50 7/8',Single Hung ZONE 4 2. 6'-tis" x 5'-3 %e" 15" x III%4" Single Hung ZONE 4 3. 2'-2i2" x 3'-2 fie" 21 �2"x 38 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 manufacturers 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 III X 111 tom 14 x 81 of` Byes 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 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 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 2" JI 2" AAV Lr KTICHEN 2" To Septic 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 1"x4" P.T. Buck nailed to lock with case hardened nails prior to window attachment Detail at wlndowS 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 pprovide 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 mL4riii ur NTS 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 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 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. 17 11 IIII- 1 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. Bottom r Sill 0 O 0 OPTi NAL PATI /SLAB 12 UN- 0 0 J 12'-8" 10'-10" 0 S 0 COVERED o DEN PORCH N MASTER o - BEDROOM o �Um 'r a u � �_0 U �a o o0 0 000 N E I o I I o I I E 6' 4" 8' 2" `�„ 18'410" ° 0 GREAT I ROOM 010 1 19 CLOSET I o i O r O I N � 3 N ST R7T I ClO 1 vinyl M2„ H I „ o u, 5, 0„ I O Pll.lD_ 0 I 10. �ZR V DINING I ROOM Tankless WH I O <r mounted above 122 3/8" O co 48" a.f.f. O °i 34 3/4"h H.B m O Dead wood 40"h nee wall 4" wide and 58"h for WH - - - - - - o3 rn Meter 0 150 Amp Pane _ --� ___--__- ---_ r22" x 3G' r---- Accessl 171, vinyl I 18 T � uVu a `r a ) U 1Attic CK ath light Was ER trash I D W i On DAND ullou RYER O GARAGE 4� I ZI 15-4 - ° 0 w1 W O a N LAUNDRY �_O 1 a)OI z a B O r------------------- i KITCHEN o ° I I N r- I I I 00 o0 0 ` O H.B. I I S 18" pantry I I © cabinet ENTRY O j 5/8" dryeall I A/C o >L I STORAGE 1 - W I I Ln `r W O I I O O O O 00 00 O 00 00 O O 00 ding door ,Typical Flooring 2'-8" 10'-O„ 6,_4 3/e„ 2'-4 %' 2'-4 %' S,a/b„ 5,_7 3/e„ T 4'-9 Y'4„ 11`2 3/e„ 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 LA PALOMA Digitally signed by Daniel R. Braden Date: 2021.09.21 11:13:55-04'00' L Q m U V tfl [L to IllyLU N O O W � r � " O LLI < -1 NN U < co 06 u < t< < # I Z NNo ~ O113 _ U_ Q; l _ fo � 4J SHEET NO: 2. OF S. JOB NUMBER: 21-2-41 B J. �X °o c c o° o° O° °o AR 977770 ° o� °� ° �oO��D pQn 1l I NN 0 IN - I I= SCALE: 1/4„ = I'-C" STRUCTURAL MOTES: 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 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. 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). Max. spacing shall not exceed Wood 48" unless otherwise noted Base see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill C Grade T - -� -i 8 "d Concrete with (2)45 bars footing cont. and45 IIII � I 3„ transverse bars at 48" o.c. 3" Ile 14" 31 % 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 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 Termite Protection for New Construction as per F.B.C. R318.1 CONTRACTOR TO REFERENCE F.B.C-R FOR FURTHER REQUIREMENTS Thicken edge to 8"x8" with concrete and one #5 bar continuous 4" concrete slab with flbermesh OR 6"x6" 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 :1 Fill cell with grout and (1) 45 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with flbermesh OR (."x6" 410/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill .... ....... It ICI 14"w x 18"d Concrete footing - Ex with (2) 45 bars cont. and 45 transverse bars at 48" o.c. Ile 411 90 2f=5LGARAGE CURB DETAIL 1) SCALE 1/2" = 1'-0" CL r; A E 0 0-) Contractor to provide 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 14-D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8 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. Grout fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS Filled Cell Masonrg Column With One 45 From Footing To Tie Beam Grout fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS a M 4 LA PALOMA Digitally signed by Daniel R. Braden Date: 2021.09.21 11:13:46-04'00' to r_ 0 to v L z Q W z z N Lu O Ul = v �zW��uo < NN U < co OD u 0 I < 00 # i Z NN ~ aj UULU 0 >r >r --�� tr _ 1L 1L uo ' �3 SHEET NO: 2), OF S. JOB NUMBER: 21- 2 -41 B o AR 977770 ° 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. CBS WALL Concrete / Lintel Column to 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 Verify with Plan rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia. into vert. filled cell. 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 5ZWidt Lintel Size 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 X-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-IBAT ONE I a5 I a5 1843 1133 139 L40 T-O" 10'-L" BFIL-IBAT ONE 1 85 1 1 a5 1 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 L120B 12'-O" 13'-4' BFIL-IB/IT ONE I 1 a5 1 a5 1015 LOL 433 L140 14'-0" 15'-4" BFIL-IBAT ONE 1 a5 1 a5 1250 485 S41 LILO Ifs' -Ow IT-4" 8F8-IB/IT ONE 1 85 1 85 950 1 404 251 LILOB IL' -Ow I1'-4" BFIL-IBAT ONE 1 85 I 1 a5 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. 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" Sd x 2.5" ring shank 84 psf ANY ZONE 6" 6"8 x 2.5" Screw 263 ps 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 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 I 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 D(-etaII 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 R601.1 and Mortar joints shall coinp54 with FBC R401.2.1. 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 8" I d Mete Strap Girder truss to wall using Simpson MGT strapp with (1) 5/8" dia. ATR embeded 12" min. in concrete and "0 AMN Panel 122" x 30 12 I taih light SLOPE ,4 PLAN HETA 20 HETA 20 4 un ess otherwise note 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. A 1 h1� 1111— ' 1111 - III FI III- 14 T 4plcal Section at Front Porch Scale : 1/2" = I'-O" 0 W z — ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER `f LA PALOMA ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION Digitally signed by — CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Daniel R. Braden PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO Date:2021.09.21 TRUSS CONSTRUCTION 11:13:37-04100, to O E v L z � a � � 0 m u Z Z UJ N o O W 'zW���o < � v > < Op 03 u 0 t � < # I Z NN � aj ~ U O rLU r� a- U _ 1L Q; 1L mN fo � = 4J cn SHEET NO: 4 . OF S. JOB NUMBER: 21-2-4 IS, r,°° ° o0c °o 0V_ R. OR4D4 ® .0 AR 977770 °0 00Q�0 G°anf] 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 So- 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'-0 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 IOxlOx1 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. 01 V-- i 150 Amp --� I ----------- anel 22" x ',I y�►ttic AcceWp II with light I STACK WASHER is" 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 STRIFeLAGF- 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 4 LA PALOMA Digitally signed by Daniel R. Braden Date: 2021.09.21 11:13:27-04'00' d) O d) 93 Oc•��U I � ' 4-3 Cr ` U Z Q W Z Z D W Q Q N (Y UlJ o O W =5 " O � z UJ LO OD > C4N U - 00 W u 0 F �t < # I Z C4 " aj UULU --�� a- tr _ 1L Q; 1L (� uo cn SHEET NO: E-1 OF S. JOB NUMBER: 21-2-41B 0 0�� °o ��L R. 8% % 4��� o° .0 AR 9770 CZn,-