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HomeMy WebLinkAboutFOUNDATION PLAN F L 0 0 R PL�4N 41 ' AREA ("Al ('111 4TIONS TYPICAL NOTES: SCALE I/�V = 1'-0" ! CRASH POST DETAIL N.T.s. Living A/C = I�f�� sq. ft. I. Contractor to verify ALL notes and dimensions prior to W.H. = Water Heater 36" high by 4" diameter Front Porch = 1.41 sq, ft. proceeding with work. steel crash post. Floor Flange 4 - 3/8" Rear Porch = 200 sq, ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. with expansion bolts Into Garage = 321 ft, 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 5o ksl steel plate) sq, a minimum 1,400 P.S.i. fiber stress. 6 Total Under Roof= 2108 sq. ft. 4. No dissimilar metals to touch. 5, ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2%2„ Total Cubic Pt = 11,568 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 m o 2" VTR �. Drywall at ceilings shall be leveled and attached to bottom chord °3/8" 2%2" j -_ AL of trusses with screws per FBC R102.3.5. FT 2%2„ z" 2 I I 1. ALL wood in contact with concrete shall be ressure treated. ° ° MASTER 2 „ BATH I \ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. I 9. ALL plumbing fixtures to be low flow. '2 2„ LAV-' 10. Contractor to Provide Drain at water heater in accordance 2" I with the current edition of the Florida Plumbing Code. 2" wM-' 11. Contractor to Provide a 2'-8" wide door at one bathroom for I I y WC-111 handicap accessibility requirements. 2%2„ 2%2„ I 2" VTRJIL 2" AAV I 2'/ LAUNDRY 2" 12. Lowest finished floor to be set by Governing Building Department �2' /„ a I c I J311 BT-I „ surveyor to Set in field. 6 I 2" KTICHEN „ 13. Separation between residence and garage shall be per FBC R302,� LAV-1 11 „ 14, Door between garage and residence shall be 1-3/4"t 20 min. rated door 2" 3 " 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.`l.l If Wall and ceiling finishes Shall have a smoke -developed index of not greater than -4 per FBC R302.9.2 BATH #2 WC-1 3" 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant 2" 3" flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation BT-I 3„ materials exposed on the underside of the roof deck or on the attic walls shall comply C.O. „ P L U M B i N G RISER with F.B.C. R3110 - See p psum board material sermit Info box of code edition 18. G hall conform to ASTM C36, C19, C-f15, C514, C�30, C931 C��O, C1002, CIO-41,CI111, C1118, C1218, C1395, or C1391 and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framin9 Spacng Max, spacing P g of fasteners Nail sizing options for installation of drywall into Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" -1" 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" 8" 16" 0.080" dia. x 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" -1" 12" 13ga 1 5/8" bong with 19/64" head OR 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail / 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.�, A108.1, A118.1, A118.3, A13LI and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR C1118 and installed I.A.W. manufacturers recommendations shall be used as backer for the wall tile in tub areas and wall panels in shower areas. 21, insulation including facings such as retarders or vapor permeable members installed within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics shall have a flame spread index not to exceed 25 with an accompanginq smoke developed index not to exceed .450 when tested in accordance with ASTM E 8-4. Insulation shall comply with F.B.C. R31L Window Schedule Mark Size Rough open, Window Description PRESSURE ZONE I. %8" x 5'-3 %8" 54 %8" x 63%4" Single Hung ZONE 4 2. 6'-2%"x 5'-3 %" is" x 63 %4" Single Hung ZONE 4 3. 2'-2" x 3'-2 1/2" 2-T %2" x 38 %8" Single Hung ZONE 4 4. 4'-5 %8" x 4'-2 %8" 54 %8" x 54 V 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 by contractor With manufacturer s specs prior to construction Door Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A ql—ol' X -1'-011 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %4"X 83% Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" �4" x 81 %2" or ; botto-11 m Sliding Glass Door ZONE 4 D 2'-0" X 6'-8" Solid Core — Wood — 6—Panel —Bi—Fold Finished 24" x 81 %2" E 2'-6" X 6'-8" Solid Core — Wood — 6—Panel F 5'-0" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold G 2'-8" x 6'-8" x 1 %4 Solid Core Wood, Steel, or Masonite Door 20 min. rated at garage H 2'-8" X 6'-8" Solid Core — Wood — 6—Panel i 2'-6" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold K 2'-8" X 6'-8" Solid Core — Wood — 6—Panel — Bi—Fold ALL Exterior doors to Wlthstand pressures Stated In permit info box on sheet 91 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 manufacturer s specs prior to construction Install doors thru buck into block using tapcons as stated in product approval form on sheet I. Exterior face Buck to be 2 x 6" PT of wall aries U, To Septic 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 wan varies s` I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment Detail at Window NTS Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over COX decking - see roof sheeting attachment diagram on roof plan. Provide Insulation Baffle IZ for venting PRE-ENGINEERED TRUSSES 4 at 24"o.c. TYPICAL Truss mfg to provide level (shop drawings by manufacturer) return to be I" short of wally Aluminum Drlp Edge t Fascia s shall " \R-30 blown fiberglass 2" x 4" Sub -Fascia in bottom chord of trusses 12" 1/2" drywall with smooth finish Kaycan full o vent vinyl soffit installed per product approval form on sheet I. Two rows of beam block filled with concrete and (1) 45 bar cont. in each row. Substitute precast lintel filled with concrete and (1) #5 I" x 4" nailer attached to bar Cont. for bottom row over openings level return with (2) 8d ring shank nails with min. 1.5" 1/2" drywall over I" x furring penetration into soffit framing strips at 16" o.c. with R4.1 fi-foil insulation on typical 8" Block walls 5/8" thick light textured = All dr wall to be installed per FBC R102.3.1 y stucco on typical concrete and shall meet all pertaining ASTM codes. "M" block construction CID Mortar to be Type only proportioned� �pper FBC R601.1 and Mortar joints shall comply with FBC R60-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 45 bar vert, w/ 30" overlap Fill cell with grout and at each filled cell (I) 45 bar vert. (typical). Max acin not exceed 48" unless otherwise noted Masonry Beam Wood see foundation plan notes for ase spacing at openings I" x 4" P.T. Buck nailed to 4" concrete slab with fibermesh OR block with case hardened nails prior to door attachment head 6"x6" 410/10 WWM on 6 mil Visqueen over and jambs clean compacted termite treated fill - Install SGD Frame thru buck into block using tapcons as stated Grade in product approval form on sheet I. -ICI ICI II — I x 18 Concrete footing Verify sill attachment II II II with (2) 45 bars cont, and 45 I4 transverse bars at 48" o.c. with product approval e sheet I. TYPiC;4L SECTION Scale : 1/2" = 1'-0" Head Bottom Track _ .. OPTIONAL PATiO/SLAB 2. EGRESS r- — — — — — — — — 12" x 12" Concrete column O block filled with concrete and (2) #1 bars vert, tied Into I I lintels above Covered Porch 12'-8" 0 0 N 00 O O oo O oo I -CID 0 © I I MASTER o 0 " B E D R O O M 8'-0" to 9'-I A.F_F. Vaulted telling I 8'-6" A.F.F. Coffer Ceiling GR�AT I I o RG�OM I _ ------- 0 I N Rod Shelf Vanity to b 34 %2 "high; s 8'-0" to 9'-8" A.F.I 2" x 6" knee -wall o L S E T Vaulted Ceiling I below counter top (K DINiNG I\ O O M I D �� 8" LRod Shelf Vanity to be 34 %2 " high II'-O 3/4 O I o 0 in H 42 Rod t Shelf R1 N�� 8'-0" A.F.F. Flat Ceiling II'-6" m� SECOND m CA BEDROOM a / High wall KIIi T C H E N 00 — — _ — Zsver—hang 8'-0" A.F.F. �y Flat Celling Upper cabinets to extend over Ref. Ref. 31 I — — — /O MI r IB" O LINE ABIN j� � BAT m OLJ N D I N H -I Batts suiatio 4"0 Steel Ballard W I 1�„ _ _ _ 5e� detail on this sheet � �°, 22" x 54" O Attic Access Provide auto Lwith light I closer _____J Q Q 22„ A Amp m Panel E GRESS Y GARAGE l0 T 100 8'-4" A.F.F. / O Flat Ceiling CA EGRESS Ell r----------------- I ;D 0 Block wall in I be _ garage to struck block C VER I I 12 x 12 concrete column block filled I I ith concrete and (2) #-1 bars v rt. tied f=ORCH into II tels above I I I � I I I O D 0V 00 61611 1117177 1170 4,-2„ 2'-8„ 2,-8„ 3'-51, 91-01, 3'-51, J < > < > 5'-4" < 15'-10" liding door I I" x 4" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry wall LEE:S=m E110= Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detdd At Masonry Wall NTS N U-u qy `r O `m v QN�U 0 I U o U Q3Q Q — U Q 0Y W O Vent rger / throucl wall A/C o Meter 0 N 21 FLORES DEL NORTE Daniel R. Digitally signed by Daniel R. Braden Date: 2021.11.15 Braden 14:19:02-05'00' O 1-1— (V UIL O U � � Z Z O CQ U Z t� 0) N [L w 0 'zw �Ln 00� o ' < > N N O p- F-- r r L < z NN # ~ CA rr O � W U Co �~Wv(XQ LL �LL N IL Q3 co J-1--1 SHEET NO: 2. of S. JOB NUMBER: 21-302B 9���� �NF,LP c F� --- --- o �'o AR 97700.;'Q Gi'•. �••TFRE D ARG � 1� FCUN[DA7CN FLAN STRUCTURAL MOTES: SOLE: 1/4" = 1'-0" 1. 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 ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 14. ALL REINFORCING STEEL SHALL BE GRADE 60, MEETING ASTM A-I6, t BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 301 STEEL. 5. POISON SOIL AND COVER W/ 6 MIL. VISQUEEN WITHIN 24 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, 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 13 BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 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 48" unless otherwise noted Wood see foundation plan notes for Thicken edge to 8"x8" Base spacing at openings with concrete and 4" concrete slab with fibermesh OR 4" concrete slab with fibermesh OR one 45 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over 6"x6" 11:10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill / clean compacted termite treated fill � H_ - 14"w x 18"d Concrete footing -IIII IIII IIII— with (2) #5 bars cont. and #5 ,I 3„ transverse bars at 48" o.c. 3 14 TYPICAL FOOTING DETAIL 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 pv. N ,.9 (2) �45 bars cont. bottom steel iz F 2 DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 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 -IIII IIII IIII 45 bars each wag 3' 30" COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" PORCH SLAB EDGE DETAIL SCALE 1/2" = I'-O" 45 bar vert. w/ 30" overlap at each filled cell U5 bar cont. in curb Fill cell with grout and (1) 45 bar vert. (typical). Max. spacing shall not exceed Curb height Wood 48" unless otherwise noted Verify based on see foundation plan notes for foundation plan Base spacing at openings 4" concrete slab with fibermesh OR 6 x6 410/10 WWM on 6 mil Visqueen over `t clean compacted termite treated fill Grade II0s .�0 • . — - IIII ,11 II - 14"w x 18"d Concrete footing with (2) 45 bars cont. and 45 " transverse bars at 48" o.c. 14" ; GARAGE CURB DETAIL Min. e Edg Diat SCALE 1/2" = 1'-0" E O Contractor to provide proper foundation chairs for proper steel installation 30" m1n. 2" x 6" PT wood secured with \ Corner S t e e I L d 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 Gdrage Door Jamb Detall GARAGE DOOR TO WITHSTAND PRESSURES STATED N T S IN PERMIT INFO BOX ON SHEET #I. 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) #5 BARS CONTINUOUS 8 30" x 30" x 16"D COLUMN FOOTING WITH (4) 45 BARS EACH WAY 8 8"W x 8"D THICKEN SLAB EDGE WITH I U5 BAR CONTINUOUS 8 14"W x 18"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS - CURB 8 0'-0" With Curb at Garage Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Filled Cell Masonrg Column With One Grout fill To Be 3000 PSI 45 From Footing To Tie Beam See Floor Plan For Location Grout fill To Be 3000 PSI Double Filled Cell Column NTS See Floor Plan For Location Single Filled Cell Column NTS I Is I� col �- I I I F / F— � V I o m 10 0 FI �l o IE� /0 FI / - ° — lU OPTIONAL 1 o PATIO/SLAB 20'-0" 1 � F41 14'-O" F4 L � F4 L or— _� � -- 10 0 F3 I 8 1 Filled cell under - 1 1 girder above OI 1 FI I O 1 —5V Rear Patio/Slab 1� LLI / to be poured separate L from the house slab. 1 fL - O Thicken footing to I 24"w x 14"d x 24"L n 1 under filled cell FI S 0 IdER! ° E) 0 E under girder bearing. Dr- — — — — — — — — — -- — — ---J Rear Patio/Slab to 1 be flush with bottom of _ sliding door recess. 1 Slope 1/2" 1 �I —4 0'1 1 1 F1 l o D1 32'-8„ ° 1 H.B. 4" concrete slab with fibermesh OR 1 6"x6" 410/10 WWM on 6 mil Visqueen over o O clean co patted termite treated fill7 1 F1 0) iq N U-u v AL QN�U I 0 _ Lf) o U U Q3Q Q 0 N O o IS FZ — — A/C o 1 4"0 Steel Ballard L ? I I 0 filled w/ Concrete Q) I # I `r F 5 I I _ Li Q1 00 �o O of O E lr O� V # U F51 IFS o •I X I� J � 1�`{� oL ——— — — — — —— —� —Jo °——— — — — — —— U) _ o 00 00 1.5" Recess for 00 DD = Garage Door 3 � 12" x 12" concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above m I N 21 FLORES DEL NORT] Digitally signed Daniel R.byDanielR. Braden Braden Date: 2021.11.15 14:18:50-05'00' z O n� OL � ULL O U � � z Z Q 0 w U w (V N [L w O 'z W oo�� O CA CA �; O < zGOOD CA CA # CA CA Co �~W(XQ LL �LL U N LL N n� Q3 L SHEET NO: 5, OF S. JOB NUMBER: 21-302B 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 45 cont. beam steel to run - through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled c 4" Pre -cast Sill rout Filled Cell Provide 45 bars with 12" min. lap into footing and 48 bar dia, into vert, filled cell. Scale: 1/2" = 1'-0" Verlfy with Plan Concrete 12 "x 12" Lintel Column Block Rebar Rebar 48 Bar Dia_ Mtn. Overlap Column to L Intl /4 ttachm&nt NTS BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 45 bar BI continuous in each row. Hook vert. bar over top bar with 45 90' bend bar with a 10" min. lap at top bar. Additional Precast Lintel #5 bars Lintel Bar Clear 11A "B" CLEAR Length Length Span Bars Bars r r i i i I i i I i I i I 2'-10" 2'-8" I'-6" 2,U3 none 3'-4" 2'-2" 2,u3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 3'-10" 2'-8" 2,#3 none #5 bars CLEAR �'�.`' 4'-6" 4'-4" 3'-2" 2,U3 none One Row of "H" Block Above 5'-4" 5'-2" 4'-O" 2,#3 none M 9 Precast Lintel 5'-10" 5'-8" 4'-6" 2,U4 none Additional i 2,u4 none 45 bars ;-__'__, 116" 7'-0" 6'-2" 2,5 one SFI6-IB/IT SFI6-IB/2T 8 _411 �'-10" �'-O" 2,5 none NOTES: I. min. coverage of steel=1.5" 2. min. bearing required ea. end=8" ALL reinforcing steel is grade 60. 3. standard for reinf. steel=ASTM A615 TYPICAL LINTEL SECTION ( PRECAST CONCRETE > LINTEL SCHEDULE Mark Window or 0oo Unit Width 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 2'-2" 3'-6" 8FI6-IB/IT ONE 1 #5 1 #5 6113 3541 2854 L31 2'-6" 2'-8" 3'-1„ 4'-0" 8FI6-IB/IT ONE I #5 1 #5 2931 30-19 2128 L45 4'-5" 5'-10" 81=I6-I13/7 ONE I #5 1 #5 4360 2093 946 L50 5'-0" C-6" 81=I6-8/7 ONE I #5 1 #5 3480 1880 1204 L60 6'-8" T-6" 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1843 1133 -139 L90 T-0" 10'-6" 8FI6-IB/IT ONE 1 #5 I 1 #5 1633 914 519 L90B T-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 519 LI00 10'-0" ll'-4" 8FI6-IB/IT ONE I u5 I #5 1366 198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 L120 12'-0" 13'-4" 81=I6-I13/7 ONE 1 #5 1 #5 10-15 606 433 L120B 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 I0i5 606 433 L140 14'-0" IS'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 L160 I6'-0" IT-4" 8F8-IB/IT ONE 1 #5 1 #5 950 404 251 L160B I6'-0" IT-4" 8FI6-IB/IT ONE I #5 I #S 950 404 257 - 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. T HIP ROOD SHEETING ,4TT,4CH1"1ENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2.5" long) 2. Minimum Screw Size = 48 x 2.5" 3. Minimum Sheathing Thickness 19/32" COX PI wood 4. Use nails or screws based on pressure for roo� stated in grmit info box on these plans for appropraite roof ones. THYIPPICAL 2E C� Ke Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d x 2.5" ring shank 45 psf Zone 2E, 2R, 2N 4" 6" 8d x 2.5" ring shank psf Zone 3E/3R 4,, 8d x 2.5" ring shank 84 psf ANY ZONE 48 x 2.5" Screw 1 263 psf SINGLE PLY REAR GIRDER TRUSS Nail 2" x 4" blocking to vert. leg of truss with IOd x 1.5" nails at 4" o.c. Install Simpson MGT into wall using 5/8" dia. threaded rod set min. 12" into wet beam and (22) IOd nails into truss R -19 k Cedin Poured Concrete or concrete block wall �I r� Poured Concrete or 3 L O C K l I `l G LJ E T A I L concrete block wall \ Anchors E R S T R A P P I N G ManufacturersSpecPper TER BEARINGS POINT 1/8" thick light textured stucco installed per ASTM C 926 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 underlayment 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 Fascla 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 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 45 bar continuous BEYOND 12 4 Aluminum Drip Edge & Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d Its at each web Trusses at 24" o.c. re shop drawings 1 others ceiling transition 6i ded using metal studs erify exact configuration 'es R-30 Batts -19 batts Drywall ceiling see typical section transition Insulation Detail nts 4-P :rete Anchors Per facturers Specs / 1/4" Max. i I I IV � n I � m 2 1/aI• I I I I I I I � LI I I � r I I I t' m I � I I � I I x I I I I I I I I I I � Flush 1Iounted Shutter Detail Aluminum Panel Sizes per manufacturer — See Typical Stud Detail 1/8" x 3/32" Wing Nut w/ appropriate washer and spacing per manufacturer's Details u 6 .094" ID M � m Stud Detail Stud w/ Die Cast Zinc NITS Nickel Plated Wing Nut 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 24"o.c. TYPICAL ( shop drawings bg manufacturer ) r) \R-30 blown fiberglass thick stucco on 3/8" hi -rib lath in bottom chord of trusses attached to horizontal and vertical wood framing with nails or staples to provide 1/2" drywall with smooth finish no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration Two rows of beam block filled with concrete ET,4 20 into vertical wood framing members and (1) 45 bar COnt In each rOW Substitute Simpson HET, 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia, threaded rod with min 12" embedment ( 24" O.C.) supporting Max. pp g into beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to 1810 lbs. uplift ET�4 20 truss leg per detail on this sheet N� —o L90 L60 L90 BI BI BI N — — — — � o I W 00 :. L90B1 O N BI I I BI L60 u, I W If I I � " I 12 1 W I SLOPE I ^ XE I s_ W 1 L L — — �r �— — — 12„ U I ~ BI ° ZI nU 11 L E I I WEE /f�o, W W o� Z W Q W N O- I I W < I BI L31 W L B 17 /1 I_ 0 - d) Q O -- -- -- e_i_ -- ---� N cn W Metal roofingand underla ment intstalled per Product Approval = attachment diagram on roof pla . I /1,_ - _ BIC 1 �1 Attic Access 1 I 1 Q with fight SLOPE1-4 B I I I I U up I I T( P ted T I 8'-O" MAX. I I I ( T S S I TI ^ 12" I j BI I I p -� I BI L31 :.:. I O.H. I I BI I BI I I I I I B I L45 O LU I N < ° l L SBO on hurrica anc E T r a 2 eachtrus `n B1 W °° ( .C.) uppo ting lax. V_ = 1810 lbs. u I[ff i BI BI BI LI00 L60 L90B , N ? precast lintel filled with concrete and (1) 45 bar cont. for bottom row over openings 5/8" thick light textured stucco on typical concrete block construction Varies - see plan I/2" drywall over I" x furring strips at 16" o.c. with R4.1 Pi -foil insulation on typical 8" Block walls All drywall to be installed per FBC R�02.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned � �pper FBC R601.1 and Mortar joints shall comply with FBC R60-1.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) 1 o3 1*5 bar vert. w/ 30" overlap at each filled cell Fill cell with Grout and Rear Patio/Slab to flush with bottom of sliding door recess. Wood (typical). ROOF: L % �be Max.bar g shall M. spacing shall not exceed f� I � F 48" unless otherwise noted f d I f see oun anon pan notes or OVERHANGS AT 1'-0" UNLESS OTHERWISE NOTED ON THIS SHEET Top of footer Base spacing at openings - 16" below finished floor Step per foundation plan 4" concrete slab with fibermesh OR - ROOF PITCH AT 4 :12 UNLESS OTHERWISE NOTED O N THIS SHEET 6°x6° 10/I0 WWM on 6 mil Vlsqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER `9 Slope per foundation plan °D clean compacted termite treated fill _ ,4 N Y CHANGES TO THIS P L �4 N SHALL BE SUBMITTED TO T H E - ,ARCHITECT FOR AFFROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY 21 FLORES DEL 1�lORTE TRUSS MANUFACTURER -I - - ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed TO CONSTRUCTION 1=0R LAYOUT AND UPL11=T VERIFICATION b Daniel R. � � � .. FI � � Y � Daniel R. y I o I11 14 Hill �3Section - CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Braden T� b I c a l S e c t I on at Front P or c i1 PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR To Date: 2021.11.15 " - " TRUSS CONSTRUCTION Braden Scale I/2 I O C C 14:18:39-05100' �11 %) U Q3 Q U Z Q W 1_U Z W Z LY W N m Z O W ��� o O N N 0000 < OLGOOD L # Z CA CAib � ~ O,,1­,71 O � � W 0 r� r D Co ~ U Q) X � W LL �LL N SHEET NO: OF S. JOB NUMBER: 21-302 B FANEL "A" Poles BR Load Wire Description tire# circ# 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 t Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. Z 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 412 Microwave 13 14 Air Handl r #10 5.0 kw 30 2 1 15 #14 General Lighting I5 16 1 15 414 General Lighting I7 18 WH #10 5.0 kw 25 2 1 is 414 General Lighting 19 20 1 15 #14 General Lighting 21 22 GDO #I2 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 at . 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 1-l35 3 5,205 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 4,500 4,500 1 810 810 Total Watts 35,615 First 10000 Watts $100% 1 10,000 10,000 Remainder 25,615 1140% 1 O 10,246 Electric Heat or A/C 10,000 5% 1 10,000 10,000 Calculated Load Watts 30,246 Voltage 240 Calculated Wattage Divided by Voltage = Total Amps 126.02 Panel Size Required = 150 Amps Electrical Symbol Legerd S Single Pole Switch ® Recessed Can Light Double Pole Switch ® Eyeball Recessed P Push Button Switch Exhaust Fan Duplex Outlet Ceiling Mounted Light Special Receptacle Wall Mounted Light =E)c Waterproof ground fault circuit in errupter Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack Fc-m-1 Carbon Monoxide Detector Flood Light Q Thermostat m Electrical Panel © Central Vac g Electrical Meter Q Smoke Detector Ceiling fan Tv Television Jack 0 Telephone Jack AC DISC A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUFFORT A FAN O = THERMOSTAT LOCATION B/A = BALANCED AIR H.B. Vent thru_ Soffit FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW A/C disc. (3) 3*1 THHN Copper 2" PVC Schedule 40 conduit I50 MCS AMP PANEL L AHU 200a rated O meter can METER Intersystem bonding 2" PVC ( FPL)-� Termination point schedule 80 2" rigid service FPL GEC Bare 46 co-pper wire to (2) 8'-o' Galvanzied ground rods ELECTRICAL RISER A/C disc. 3*2/0 AL SER Cable With Ul Grind2" PVC Schedule 40 conduit sleeve 150 AMP into attic PANEL AHU 200a rated O meter can METER Intersystem bonding 2" PVC ( F P L )-� Termination point schedule 80 2" rigid service I=PL GEC rEBare #6 co per wire to (2) 8'-f Galvanized ground rods W W 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 it 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 Refrigerant lines that are run thru slabs must be sleeved in PVC 10, ALL A/C Equipment shall comply with energy calculation II. 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. 15. Contractor shall Our 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. 11, 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. rECH/4NIC/4L FL/4N 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 9'-1" shall be Installed in metal EMT conduit. 24. Dryer Vents to be installed per FBC RM1502 SC,4LE: 1/4" = 1'-0// .t _thru Soffit xhaust Duct hru Soffit -A 3 Wire For Front Post Light OPTIONAL FATIO/SLAB ,��ov�red Forth `\ / I I / I � I WF GFCI ' �Vl 11 TSmoke / Carbon OM Monoxide Detector Combo S M F\m'- - - - - -- >1,4STER I BEDfi�00M r - I�44 � II � LQSET II LL- DINAG � I ---T IGFCI GFCI ° V- I Smoke / Carbon'K 1 7 C �- E I ll I� Monoxide Detector VA - - - 70m70 ° CI HIMES S F � Le L-�J\ W enter ? SECOND N BEDROOM � Ds ®� A / m PB /\ I / \ I / \ y \ WF GFCI \�avERED F 0'R�-C I-1 50.CF � h GFCI H. 221, x 54" 1 I Attic Access 1 with light rL,\- t / J P� I �r0 A m Optional p panel location I / F a rr e l PUII chain light in attic 42"h GFCI 0�4fi��4C�E Garage Door Opener 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 lJ� , ELEC7F-,IC/4L FL/4\ o M\Post Light with i� � Photo cell E o �4� ox O W o? Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GFCI Install oulet disc. � under disc. not shown for clarity 4 A/C eter I SCALE: 1/4" = 1'-0" Attic Venting Calculations I=BC 2309.7 Total Attic Space = 2124 sq. ft. Venting Ratio VISO = I-4.1� sq, ft. required fi rovld& ;4 Continuous Vent&d Soffit 1��0 =1 E► /W Digitally signed Daniel R.byDanielR. Braden Braden Date: 2021.11.15 14:18:27-05'00' N 0 N v 1A Z 0 J-11 fQ ttl Z LL1 OZ W W 6 cn O 'Z W � W U ooLO �U O O (3 < CACA 06 Ms Z rr N CA Q tt O CV CV ~ L.-U W Lo �X�i LL -1 U- N 0) SHEET NO: E - I OF S. JOB NUMBER: 21-302B d C ®OpEL R. BR4D.0 00 ° AR 9770 ol �� QED °p�., ndV