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HomeMy WebLinkAboutAPPROVED PLANS - 10 La Villa CtFLOOR PLAN AREA CALCULATIONS TYPICAL DOTES: SCALE 1/4" = 1'-0" CRASH POST DETAIL Living A/C = 1.4�f� sq. ft. I. Contractor to verify ALL notes and dimensions prior to W.H. = Water Heater 36" high by �' diameter N.T.s. Front Porch = 1-41 sq. ft. proceeding with Work. steel Flange rwith � st. 3/8" Rear Rear Porch = 200 sq. ft. 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into Garage = 321 ft. 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t SO ksi steel plate) sq. a minimum 1,400 P.S.I. fiber stress. Total Under Roof= 2108 sq, ft. 4. No dissimilar metals to touch. 6 S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2%z' Total Cubic Ft = 11,568 ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o '� I shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 1 0 2" vTR �. Drywall at ceilings shall be leveled and attached to bottom chord 1'3/8" 2%2" 1 of trusses with screws per FBC R-102.3.5. 2�2, t" 211 1. ALL wood in contact with concrete shall be pressure treated. 00 0. STER MABATH I 2 I \ 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. LAV-I I \ 9. ALL plumbing fixtures to be low flow. '� ," „ 2 LAV-I Lr 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 H H I WC-111 handicap accessibility requirements. 2,2" 2,2" i 2" VTRJIL 2" AAV I LAUNDRY 211 2" 12. Lowest finished floor to be set bg Governing Building Department �2' /2 I s I 2,00 BT I survegor to set in field. 6 I 2" KTICHEN „ 13. Separation between residence and garage shall be per FBC R302,� LAV-1 ll 1�4. Door between garage and residence shall be 1-3/�Vt 20 min. rated door 2" " 15. Wall and Ceiling shall have a flame -spread classification of not greater than 200 pper 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 BATH 2 wc_, 311 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 aT-I 3" materials exposed on the underside of the roof deck or on the attic walls p shall comp Ig c.o. {= L u M B i N Cs RISER With F.B.C. R31� - see permit info box of code edition 18. G psum board material shall conform to ASTM C3�, C19, C415, C514, C�30, C931 C��O, C1002, CiO41,C1111, C1118, C1218, C1395, or C139and shall be installed according to the following: (FBC R102.3.5) Dr wall y Thickness Location Orientation Framing Max. spacing P 9 of fasteners Nail sizing options for installation of drywall into Spacing Nails Screws Maximum wood framing members 2" x min. thickness Ceiling Perpendicular 24" 7 12" 13ga 1 3/8" long with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR Walls Either 161, 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 24'1 ill 12„ 13ga 1 5/8" lloong with 19/64" head 0.098" diameter x 1 3/8" long annular -ringed or 6d cooler nail e OR Walls Either 16" g11 16" 0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0915" dia. x I 1/8" with 19/64" head. 19, ALL ceramic tile surfaces installed shall conform to ASTM A108.1 thru A108.�, A108.1, A118.1, A118.3, A13�.1 and A131.1 20. Cement, fiber -cement or glass mat gypsum backers in accordance with ASTM C1288, C1325, OR 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 accompany in smoke developed index not to exceed 450 when tested in accordance with ASTM E 8-4. Insulation shall complg with F.B.C. R31�. UJ IndoL S ch&dui& Mark Size Rough Open. Window Description PRESSURE ZONE 1. 4'-5 %8"x 5'-3 %8" 54 %8° x 63i4° Single Hung ZONE 4 2, 6'-2%e"x 5'-3 %e" Is" x 63 %4" Single Hung ZONE 4 3 2'_2" x 3'_2 1/2" 21 %2° x 38 %" Single Hung ZONE 4 4. 4'-5%8"x 4'-2%8" 54%8°x 54%" 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 bg contractor with manufacturers specs prior to construction ED oor Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 91-011 X '1'-01I 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 /4"x 83%4'" Fiberglass Panel - Inswing ZONE 4 C 6'—O" X 6'-8" �`�" x 81 /2'" ofoecess� 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 J 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 withstand pressures stated in permit info box on sheet 41 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 bg contractor with manufacturers 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 Z x 6" PT of wall / \ �--�-� aries `wl See product approval for hinge screw into wall req. Detail at Door NTS INSTALL VULKEM BLOCK SEALANT ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. of wall Varies I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment Detail at windows 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. 12 4 Truss mfg to provide level return to be I" short of wall Aluminum Drip Edge & 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 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 Wood Base aD Grade _III 111111 Jillf _LI1 1 11 141,E To Septic PRE-ENGINEERED TRUSSES at 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) 45 bar cont, in each row. Substitute precast lintel filled with concrete and (1) #5 bar cont. for bottom row over openings 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 fl-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. 0o Mortar to be Type "M" only proportioned� �pper FBC R601.1 and Mortar 'joints shall comply with FBC R601.2.1. Provide Dur-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 Masonry Beam 48" unless otherwise noted 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 prior to door attachment head CxC 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 - in product approval form on sheet I. - IIII 1 14"w x 18 Concrete footing Verify sill attachment req. with (2) 45 bars cont, and 45 with product approval on transverse bars at 48 o.c. sheet I. TYPIC/4L SECTION Scale 1/2" = 1'-0" 00 Head OPTIONAL PATIO/SLAB 34'-O" EEE 2„ 12" x 12" Concrete column block filled with concrete and (2) 41 bars vert. tied into lintels above Covered Porch EGRESS 12'-8" lLi N ° o o 1 O °° © MASTER ° 0 8'-01 to -I" AFF BEDROOM Vaulted eiling 8'-O" A.F.F. Flat Ceiling GR�AT o I RgOM o CV Rod " Shelf 4 I � -C CLO C 8'-0" to 9'-8" A.F. 2" x 6" knee -wall o S ET Vaulted Ceiling I below counter top (k DiNING I R O O M I >k �F LRod Shelf Vanity to be 34 %2 " high 11'-O 3/4 e o � o O 4;'3'-0" `� 8'-0" A.F.F. Flat Ceiling 111 _6" SECOND m BEDROOM (V / o 9 /4„ (41") o High Wall Kai T C H E N — _ 1-1/2" — — j O Uverhang 8'-0" A.F.F. 1 CA Flat Ceiling — — 10'-51, Upper cabinets to extend over Ref. �an e,_ i — — — 36„ Vanity to be 34 %2 " high M H.B r _ N LJ O I N-II 4"0 Batta sulatw Steel Ballard W I I�„ See detail on this sheet 1 22" x 54" 1 O � Attic Access Provide auto 1 with light 1 closer a __- cc I M 18" LINEN L11 6' o" 4"' 0 ISO AMP m Panel Er S Y GARAGE o OO 8'-4" A.F.F. O -- 0 Flat Ceiling -1 o EGRESS - 3'-1" O i O \ C V E R ED 12 x 12 concre a column block filled ith concrete and (2) 41 bars vert. tied R C into li tels above 2" sliding door /Typical Flooring 14II 1/2 Bottom Track Sill 5'-4" 4'-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. Jamb Sliding Door D&tail At Masonry Wall NTS 2'_8„ 2'-8" n4„ r-----------------� Block wall in garage to be struck block I I C I I I I I I I I I C D0 0011 I0E. 3'-51, 91_01, 31_51, I5'-101, ; to = N 03 : m, U vfy fn U UQ � Q U Q OL W F_ W H O Vent rger / throug wall A/C o I M eter ADDRESS: 10 La Villa Ct Digitally signed by Daniel R. Braden Date: 2021.04.07 10:20:20-04'00' O OL � U O U 0 Z Z Q � O LU U U 0 �Q U w Z w Q� N w zW000-3 O oD < N N Q' U -1 � �� L < Z NN # Lo OIF 0 O rr� LU— c<1 x J — �(Cv LL A� < 3 N ccQ� Q J-1--1 SHEET NO: 20 OF S. JOB NUMBER: 21 %Z. °�\ c ® a R. BRA 0. ° AR 9770 °o ff °0°°°. °°°,000c 21 . QED G��_„n IV OPTIONAL I o PATIO/SLAB 20'-0" I F4I SCALE: 1/4"- I'_O" STRUCTL�R/4L MOTES: 1. ANY CHANGES TO THE PLANS MUST BE SUBMITTED TO THE 11. SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY ARCHITECT FOR APPROVAL BEFORE PROCEEDING WITH FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS CONSTRUCTION 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION 12. CONTRACTOR TO PROVIDE SOLID FILLED CELL AND #5 BAR VERT. AT OF ALL NOTATION AND DIMENSIONS PRIOR TO START OF 48" O.C. MAX. PROVIDE (1) FILLED CELL ON EACH SIDE OF OPENINGS CONSTRUCTION UP TO 5'-11" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'-O" WIDE AND UP. VERIFY ALL FILLED CELL LOCATIONS WITH FOUNDATION 3. ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL PLAN. BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN 13. DESIGN LOADS ARE AS FOLLOWS: PROPER ENGINEERING DATA FOR DESIGN. SEE PERMIT INFO BOX ON SHEET I. `�.. ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS 14 ALL REINFORCING STEEL SHALL BE GRADE 6O, MEETING ASTM A-I6, t ALL COLUMNS, FILLED CELLS, AND BEAMS SHALL BE MIN. 3000 PSI 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 IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 95% OF ITS MODIFIED DRY SOUTHERN YELLOW PINE 42. MIN. Fb AS FOLLOWS: PROCTOR VALUE. 2" x 4" = Fb 1,500 PSI 2" x 10" = Fb 1,000 PSI 8. 2" x 6"/8" = Fb 1,200 PSI 2" x 12" = Fb 915 PSI GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND 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 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" 1*10/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE GradeMH - - - m - 11111 All -III III- - 3" tx 18"d Concrete footing wih PORCH !�AB EDGE DETAIL with (2) #5 bars cont, and #5 transverse bars at 48" o.c. 3" 3'" SCALE 1/2" = 1'-O" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6"x6" 910/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan • Cil 3" (2) 45 bars cont. bottom steel 10" 12" 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 Top of footer 16" below finished floor „I6' 30"x30"xl6" concrete — column footing with (4) 1 IIII 45 bars each wag 3' 30" �j COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" #5 bar cont. in curb Curb height Verify based on foundation plan Wood Base 45 bar vert. w/ 30" overlap at each filled cell Fill cell with grout and (1) 45 bar vert. (typical). - Max. spacing shall not exceed 48" unless otherwise noted see foundation plan notes for spacing at openings 4" concrete slab with fibermesh OR 6"x6" 1*10/10 WWM on 6 mil Visqueen over / clean compacted termite treated fill — IIII -_ III - 14"w x 18"d Concrete footing with (2) 1*5 bars cont. and 1*5 transverse bars at 48" o.c. GARAGE CURB DETAIL M,„, SCALE 1/2" = 1'-0" Edge D1st 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 #I. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonrg Column With One 45 From Footing To Beam Each. Grout fill To Be 3000 PSI See Floor Plan For Location FOCT1NG SCHEDULE Mark Size Description FI 14"W x 18"D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS F 12"W X 12"D MONOLITHIC FOOTING WITH (2) 45 BARS CONTINUOUS 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 #5 BAR CONTINUOUS FS 14 W x 18 D MONOLITHIC FOOTING WITH 2 1*5 BARS CONTINUOUS - CURB 0'-0" With Curb at Garage Double Filled Cell Column NTS E O m Contractor to provide proper foundation chairs for proper steel installation 30" min. Corner Steel La nts Filled Cell Masonrg Column With One #5 From Footing To Tie Beam Grout fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS i B. LNt :11 10'-0" 1 Filled cell under - girder above OI \ -00 W �Rear Patio/Slab to be poured separate -7 (L from the house slab. 0 a ° �; r-————— — — — — —— —ry — I FI r L N r Thicken footing to 1 24"w x 14"d x 24"L i under filled cell Rear Patio/Slab to be flush with bottom of sliding door recess. Slope 1/2" under girder bearing. 4" concrete slab with fibermesh OR 6 x6 U10/10 WWM on 6 mil Visqueen over clean co pacted termite treated fill 7 r �E, I FI L- - - - - - - - r�� - n n I I I I I I 1 1 0 DTI 1--I F- o 0 I[ �I C :-0i OJq!_ an 4"(P Steel Ballard j- 0W _/� ® filled w/ Concrete 0I I tY o5.5of F S I a1�1 I �� p I C 1 N � � E LQ >4--) —_ Q ZL I I E E d) o C 0 0 ra v N LU y 1 )�=? O I- ol o E Ir VO o IN I [ O� V 1#� FSI F4 0 •1 X IC `n «+ F O C I F4 I ° L---------5 -J ° ° — — — — — — — — — ° 0E)00 1.5" Recess for DO OC = Garage Door 3 F 6.5 top 12" x 12" concrete column block filled with concrete and (2) #-1 bars vert. tied into lintels above A/C 0 <r m I N ADDRESS: 10 La Villa Ct Digitally signed by / Daniel R. Braden Date: 2021.04.07 10:20:31-04'00' N 0 N 03 QC N � fa C), v � � QL rno U �Q Q U O n� OL � U O U � � V Z Q � o LU U U q Z l�l N w E Z LU ao UO NN , U I Z N CAv #* LU c<1 ~ LU �Xv —1 U (ALL N SHEET NO: OF 5, JOB NUMBER: 21-7�S Provide 45 bars with 12" min. lap into beam and 48 bar dia. into vert. filled cell. Provide Cast -Crete 8U16-I13/IT precast - lintel set in mortar Min. 8" Bearing Fill lintel solid with grout. CBS WALL Concrete i Lintel Column to #5 cont. beam steel to run through lintel and tie to down rods in jamb cells. Provide PT Buck attached per jamb letails into filled ci 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" = I'—C" 12"x 12" Column Block # � Rebar Rebar 48 Bar Dia. Min. Overlap Intl t t a c: mnt NTS 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 45 90' bend bar with a 10" min. lap at top bar. i Additional Precast Lintel „ „ „ „ #5 bars Lintel Bar Clear A B r r'• .': q CLEAR Length Length Span Bars Bars 2'-10" 2'-8" I'-6" 2,u3 none ----�' ----y ----- 3'-6" 3'-4" 2'-2" 2,u3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T 3'-10" 2` 28" 2,3 none Additional #5 bars CLEAR �' `{'-6" 4'-4" 3'-2" 2,U3 none One Row of "H Block Above 5'-4" 5'-2" 4'-O" 2,u3 none r .( Precast Lintel r : 2,tt4 none ".. Additional 2,u4 none #5 bars 7'-01, 6'-2" 2,U5 none 8FI6-IB/IT 8FI6-8/2T T-O" 2,n5 none NOTES: I. min. coverage of stee1=1.5" 2. min. bearing required 9 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 Door 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 I #5 I u5 6113 3541 2854 L31 2'-6" 2'-8" 3'-1" 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 3019 2128 L45 4'-5" 5'-10" 8FI6-IBAT ONE 1 #5 1 u5 4360 2093 946 L50 5'-0" C-6" 8FI6-IBAT ONE 1 #5 1 #5 3480 1880 1204 L60 6'-8" 1'-6" 8FI6-IBAT ONE I #5 1 #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1843 1133 139 L90 9'-0" 10'-6" 8FI6-IB/IT ONE I u5 1 #5 1 1533 914 519 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 519 LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 198 604 LIOOB 10'-0" II'-4" 8FI6-IB/IT ONE I #5 I u5 1366 198 604 L120 12'-0" 13'-4" 8FI6-IBAT ONE 1 #5 1 #5 1015 606 433 L120B 12'-0" 13'-4" 8FI6-IBAT ONE 1 #5 1 #5 1015 606 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE I #5 1 #5 1250 485 341 LI60 IC-0" Il'-4" 8F8-IB/IT ONE 1 #5 1 #5 950 1 404 251 LI60B 16'-O" Il'-4" 8FI6-IB/IT ONE I #5 I #5 950 404 251 - 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'-0" LONG ARE TO BE PRESTRESSED. HIP ROOF` SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d angular ring shank (min. 2" long) 2. Minimum Screw Size = 48 x 2" 3. Minimum Sheathing Thickness 19/32" CDX PI wood �{. Use nails or screws based on pressure for roo� stated in permit info box on these plans for zone 3 4 FT 2E 30 TYPICAL GABLE ZN �� 2 THIIPICAL 3® I 4 FT 2R 2E 2R 4 FT R 2N _ I 3r FA A% IL 4 FT J gQ 4 FT ZE 4 FT Ke44 Zone Edge Field Fastener Pressure 8d ring shank % psf 2E, 2R .4" 8d ring shank 84 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 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' CDX Plywood nailed at 6" o.c. in field and edges with IOd ring shank nails into studs. Metal roofing and underlagment intstalled per Product Approval as shown on sheet I over CDX 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 #5 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 1-314" 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 °D �UIIIIIIII� Trusses at 24" o.c. see shop drawings by others R-30 Batts -19 batts Frame ceiling transition ice, as needed using metal studs field verify exact configuration and sizes 11 ` " it Drywall ceiling see typical section Ceding transition Insulation Detail nts Brace Gable end with 2" x 4" SYP 42 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER�ED WOOD TRUSSES s' 24"o.c. TYPICAL ( shop drawings bg manufacturer ) �R-30 blown fiberglass in bottom chord of trusses -1/2" drywall with smooth finish Two rows of beam block filled with concrete _and (1) 45 bar cont. in each row. Substitute Ear lintel filled with concrete and (1) 45 bar cont. for bottom row over openings N l 2 Simpson HETA 20 Strap truss to wall using Simpson MGT with hurricane anchor at each truss 5/8' dia. threaded rod with min 12" embedment ( 2-4" O.C.) supporting Max.nto ppor9 ax. beam (22) IOd either wet nails into set or in epoxy with truss. Add blocking to 1810 lbs. uplift ETA 20 truss leg per detail on this sheet N T -O L90 1_60 L90 BI BI BI_F � O W [L 00 L90 B 1 p `n B /A L60 N W I I � . 12 W I cn SLOPE 4 L BI ^ L W ZZ Q I (n L / (n — � /Y 12 „ °. . L E I I WEE O N 11 /I W N W o� ZZ FI/<; Z LL W I BI L31 W L B /I N - � 0 -- -- -- eli- —— --� N to I� - W Metal roofingand underla ment intstalled per Product A roval = attachment diagram on roof plan. r O Attic Access 112 I Q with light SLOPE `� BI I I I U up I I T( P ted T I 8'-0" MAX. I I I ( T S S TI ^ y I z 12" I BI I i p uo I BI L31 .:.:. I I I BI I BI I I I I I BI L45 O W I BI [L _ N < ?' L50 on hurrica anc ET r a 2 eachtrus `n BI W ( C.) uppo ting 'lax. I- = 1810 lbs. u Illf�ft BI BI 131 1-%0 L60 L90B .:....... . . N � E TA O 1/2" dr wall over I" x furringg strips at 16" o.c. with R4.1 fl—foll insulation on typical 8 Block walls _ All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. co Mortar to be Type "M" only proportioned � �pper FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. 71 Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...) Fill cell with Grout and Max.bar (typical). ROOF- F L % N M. g shall spacing shall not exceed f—� Wood 48" unless otherwise noted Base see foundation plan notes for — OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THIS SHEET spacing at openings 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 ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. ALL TRUSS TO TRUSS CONNECTIONS BY ADDRESS- 10 La Villa Ct 1 TRUSS MANUFACTURER — ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Digitally signed 14„ FI TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION by Daniel R. CONTRACTOR E FOR FORM BARD YEPRR / Braden T4bIcal Section at Front Porc PROV DE oRMoRDSURV Y TO TRUSSCOMP4NIOTO Scale : 1/2" = I'—o" TRUSS CONSTRUCTION Date:2021.04.07 �1 Z W 1-I--I q W Z W Q� [L AL W N cal U1 Z W U Ln� 0 O < N N 'b U L Z 7J LLI c<1 U x �LL N J LL �1--� ib SHEET NO: OF 5, JOB NUMBER: 21- 7 S PANEL "A Poles BR Load Wire Description circ# 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 6 Dr er #10 5.0 kw 30 2 1 20 1.5 kw #12 Kitchen S.A.C. 1 8 1 20 #12 Bathroom Recepts 9 10 Air Cond sor #10 5.0 kw 30 2 I 20 1.2 kw #12 Dishwasher 11 1 12 1 20 1.2 kw 412 Microwave 13 14 Air Hand] r 410 5.0 kw 30 2 I 15 #14 General Lighting 15 16 I 15 #14 General Lighting 11 18 WH #10 5.0 kw 25 2 I 15 914 General Lighting 19 20 I 15 #14 General Lighting 21 Z2 GDO #12 0.81 KW 20 1 I 15 #14 General Lighting 23 24 Spare Spare 25 26 Spare Spare 21 28 Spare Spare 29 30 Spare PANEL "A" LOAD CALCULATION SHEET Load Description Qt . Watts Total(Watts) General Lighting (3 watts sq. ft.) Small Appliance Circuit(s) Range Refrigerator Microwave Dish Washer Clothes Washer Clothes Dryer Water Heater Garage Door Opener 1-135 3 5,205 2 1,500 3,000 1 12,000 12,000 1 1,200 1,200 I 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 9100% 1 10,000 10,000 Remainder 25,615 ®400% 1 O 10,246 Electric Heat or A/C 10,000 565% 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 1 Electrical S mbol 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 i Waterproof ground fault circuit interrupter PC Light with Pull Chain (attic) ® Floor Duplex Outlet © Computer Connection Jack cn Carbon Monoxide Detector �2 Flood Light TQ Thermostat m Electrical Panel ® Central Vac g Electrical Meter QS Smoke Detector Ceiling fan Tv Television Jack ❑1 Telephone Jack A c A/C Disconnect ® 1 x 4 Florescent Light ® 2 x 4 Florescent Light SPKR Speaker Hook -Up FB = JUNCTION BOX TO SUPPORT A FAN O = THERMOSTAT LOCATION BALANCED ,AIR OFTIONAL PATIO/SLAB PAT10/SLAB C R 14T Center Registers 169 CFM on ceiling fan 169 CFM 1OXIOX-1 I OXIOX-1 163 CFM IOXIOx6 M,437ER B�D1�00>�f 163 CFM IOXIOxb 2 xl2 x9 B/A ra ra _Z= -�J r �i�J 12x12x9 ° B/A LOSET ny 8 CFM ,X l 8x4x4 ° 12" _ L--- DINING I k ,�, I I -�/�- 01) ° p„ i,ang II Sox - - - - - - - - H.B. (7) � I Ventt_hru--- - � I8 x4 �RiI l4 S Of f it � T _�r Iling� I FIELD VERIFY SERVICE LOCATION RESPECIVE TO PANEL LOCATION AND USE APPROPRIATE RISER BELOW (3) 91 THHN Copper 2" PVC Schedule - 40 conduit 200a rated meter can - A/C 1 / C�disc. LJ I 150 AMP CB PANEL AI-IU u ME0TERI Intersystem bonding 2" P V C ( F P L �� Termination point schedule 80 2" rigid service FPL GEC Bare 46 co per wire to (2) 8'-8) Galvanzied ground rods W ELECTRICAL RISER A/C disc. 1*2/0 AL SER Cable With 41 Grnd 2" PVC Schedule 40 conduit sleeve 150 MCS into attic AMP PANEL AHU 200a rated O meter can METER 2" PVC ( FPL)-� schedule 80 2" rigid service FPL Intersystem bonding Termination point GEC Bare #6 co per wire to (2) 8'- ' Galvanzied ground rods 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. 7. Tamper resistant AFCI receptacles are required in ALL rooms. 8. A/C Return Air Balance Must comply w/ FBC RM1602 9. A/C Refrl erant 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 sshall be full operative. ystem 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. 2040 I I - - - - - - I TT I 16" i I W > 232 CFM i ) _ 12x6x� I Q Q J' Lib" _ �J SF_C0ND ' � CF BEDR00M 3�x 12xl2x8 B/A �J COVERED PORCH 153 CFM 12xl2x'l 0 1 22" x 54„ 1 Attic Access Lwith light _____J H.B. 8x4x4 34 M Vent _thrl BST Soffit 150 ,4mp Panel 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 /4NIC.4L F L /4N 15. Contractor shall guarantee all materials and workmanship 20. All equipment and panel sizes shall be verified before free of defects for a period of not less than two years from ordering. The contractor shall provide circuit routings to the date of acceptance or certificate of occupancy, or one suit the job conditions. year from closing sale of house. Correction of defects shall be completed without additional 21. Furnish and install all fixtures as called for on the plans charge and shall include replacements or repair of any or as selected by others. other phase of installation that may have been damaged. 16. It is not the intent of these plans to show every minor detail 22• All raceways and pipes placed in or through any concrete of construction. The contractor shall furnish and install slab shall be spaced a minimum of three diameters of the all items for a complete electrical system and provide all largest conduit or pipe from any other service. the requirements necessary for the equipment to be placed in proper working order. 23, All exposed wire below 9'-1" shall be installed In metal EMT 11, All work shall be done in accordance with the N.E.C. and conduit. shall comply with all local codes and ordinances, and shall 24. Dryer Vents to be Installed per meet all standard requirements of the local electric utility FBC RM1502 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. H.B. Exhaust Duct Thru Soffit OFTIONAL P,4T10/SLAB , -t cvered Forch / I I / I / 1 WF GFCI / VII \ ll R47 Smoke / Carbon OMonoxide Detector Combo I S 0 M B�Dfi�00>�l I� r - I LQSET II D I N I N 0 I� I LL- fi�00M I GFC1 ,�� ---T I GFCI 11 / (GFCI GFCI =E) �S - - - - - - - ° Cl HIMES C.M. Detector onlyy per FBC 1 3,_2" 3'-2" 24" \ Tl� \ R314.3 \I ®-_ _ - - 5O N M I� O FCI GFCM rM , I� A C Meter i ®� C7- / PB /� I 3 / \ Wire For Front Post Light WF GFCI / \ �QVERED / E L E 7 o �Post Light with C 4_ l Photo cell C4 t1 U ox o W QJ M:Ii) N `L- o> N sGFC111 N P�4 16" H.B. CI o I ILJ "h GFCI .H. 22" x 54" Attic Access L with light / J Optional PR 150 A m p panel location / Pane l Pull chain / light in attic 1-1 42"h GFCI Garage D oor 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 N N Exhaust Duct Thru Soffit 4" Exhaust Duct Thru Wall WF GFCI Install oulet under disc. C1 not shown for clarity 4 ,4/ C eter F L /4 3C,4LF_: 1/,4 - 1'-O" /4ttic Vntin Calculations FBC 2309,7 Total /4ttic Space = 2124 sq, f t, Venting Ratio VISO = 14J sq. f t. required fi rovid& 4 Continuous Vert&d Soffit T�L../ L.J 1\L%-d %-d. I V 4- U Y I I l U �i V Digitally signed by Daniel R. Braden Date: 2021.04.07 10:20:52-04'00' N 0 N Q3 QL � N C)! a U (L/ Q) Q I Q U O � U U � � U � � Q � o wU � U LLI w 1U = Y p �zw AMU °o C1' `14OD U z c-4 N # QJ 73 O CV CV (� U O rr� w U X 1LL N LL U ,; n� �.l ff) m� SHEET NO: �-1 OF 5, JOB NUMBER: 21-7 �B