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HomeMy WebLinkAboutFOUNDATION PLANFLOOR PL,4N TYPICAL DOTES: SOLE I/4" = i'-C" CRASH POST DETAIL I. Contractor to verify ALL notes and dimensions prior to w.H. _ Water Heater 36" high by 4" diameter proceeding with work. steel crash post. Floor 2. Contractor to STRICTLY enforce ALL OSHA Requirements. Fiance with 4 - 3/8" expansion bolts into 3. ALL Lumber to be used as Beam, Rafters, etc... to have slab (3/8"t 50 ksi steel plate) a minimum 1,400 P.S.I. fiber stress. 4. No dissimilar metals to touch. S. ALL Concrete used for slabs shall be min. 2,500 PSI concrete. 2%2" 2 ALL Concrete used for vertical filled cells, cont. tie beams etc.. to o 'z '2 shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 1 0 �. Drywall at ceilings shall be leveled and attached to bottom chord X3i$" 2%2" of trusses with screws per FBC R102.3.5.C) 2r2„ 1. ALL wood in contact with concrete shall be pressure treated. 0 0 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. mil. 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. 2,2" 2,2„ 12. Lowest finished floor to be set by Governing Building Department %2 surveyor to set in field. 13. Separation between residence and garage shall be per FBC R302.� 1-4. Door between garage and residence shall be 1-3/4"t 20 min. rated door 15. gall and Ceiling shall have a flame -spread classification of not greater than 200 pper FBC R302.9.1 I�. Wall and ceiling finishes shall have a smoke -developed index of not greater than 4per FBC R302.9.2 11. All exposed attic insulation materials installed on attic floors shall have a critical radiant flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation materials exposed on the underside of the roof deck or on the attic walls shall comply With F.B.C. R31� - see permit info box of code edition 18. Gypsum board material shall conform to ASTM C3�, C19, C-415, C514, C�30, C931 C��O, C1002, CIO-41,CII11, C1118, C1218, C1395, or C139� and shall be installed according to the following: (FBC R102.3.5) Drywall Thickness Location Orientation Framing Member Max. spacing of fasteners Nail sizin o tions for g p Installation of drywall Into Spacing Maximum wood framing members Nails Screws 2" x min. thickness Ceiling Perpendicular 24" 1211 13ga 13/8'olRong with 19/64" head 0.098" diameter x 1 1/4" long /2 annular -ringed or 5d cooler nail OR walls Esther 16" 8" 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" 711 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 g 161,0.092" dia. xx 1 1/8" long with Direction 1/4 head OR Gypsum board nail 0.0916" dia. x 11/8" with 19/64" head. Masonry Beam I" x L" P.T. Buck nailed to block with case hardened nails prior to door attachment head and jambs p00 Install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Verify sill attachment req. with product approval on - sheet I. 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 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 accompanyingg smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. insulation shall co=lu with 1=_B_C_ W Ird0Lu Schedule Mark Size Rough 00 en. Window Description PRESSURE ZONE I. 4'-5 %a" x 5'-3 %e" 54 %a" x 63%4" Single Hung ZONE 4 2. 6'-2%8"x 5'-3 %8" �5" x 63 %4" Single Hung PAIR ZONE 4 3. 2'-2" x 3'-2 1/2" 2-1%2"x 38% Single Hung ZONE 4 4. 4'-5 %8" x 4'-2 %8" 54 %8" x 54 Y8" Single Hung ZONE 4 5. 3'-1 %8'x 5'-3 %" 38" x 63 %4" Single Hung ZONE 4 L. 2'- 2" x 2'-2" 25" x 24 %4" Fixed Glass - Tempered ZONE 5 �. 6 2 /8 x 5 3 /8 '15 x 54 /8 Single Hung PAIR ALL Windows to be aluminum windows w/ tint and mullions per elevations. ALL windows to withstand pressures in permit info box on ALL windows in bathrooms to be tempered All rough opening dimensions to be verified by contractor with manufacturer s specs prior to construction sheet D oor Schedule Mark Size Rough Opening Door Description PRESSURE ZONE A 91-01I X -1'-01' 108" x 84" Overhead Garage Door ZONE 4 B 3'-0" X 6'-8" 41 %"x 83%" Fiberglass Panel - Inswing ZONE 4 C 6'-O" X 6'-8" tt 4" X 81 �2 of o ecesa om Sliding Glass Door ZONE 4 D 2'-0" X (a'-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'-O" 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 iI 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 L 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Double Pocket 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 41 All rough opening dimensions to be verified by contractor With manufacturers specs prior to construction Bottom T Head sliding door urTypical Flooring Sill N.T.S. Exterior face Install doors thru buck into block using tapcons as stated in product approval form on sheet I. Buck to be x 6" PT ;t approval for u into wall req. Detail at Door Opt, PATIO SLAB ° 9'-10" I 8'-101, NTS INSTALL VULKEM BLOCK SEALANT - ON ALL JAMB, HEADER, AND SILL BLOCK PRIOR TO BUCK INSTALLATION 12" x 12" Concrete column block filled with concrete and (2) #1 bars vert. tied Into lintels above COVERED PORCH Install windows thru buck into block using tapcons as stated Exterior face in product approval form on sheet I. (] f] of wall O Varies O I"x4" P.T. Buck nailed to block with case hardened nails prior to window attachment Detail at Windows NTS I" x 4" P.T. Buck nailed to block with case hardened nails prior to door attachment Masonry wall I� install SGD Frame thru buck into block using tapcons as stated in product approval form on sheet I. Jamb Sliding Door Detail At Masonrg Wall 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. Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 12 24" o.c.) supporting Max. PRE-ENGINEERED TRUSSES 1810lbs. uplift 4 at 24"o.c. TYPICAL Truss mfg to provide level (shop drawings bg manufacturer) return to be I" short of wally (YY - nnn nnnnn Aluminum Drip Edge t Fascia i \R-30 blown fiberglass 2" x 4" Sub-Fasciait V-'1/2" in bottom chord of trusses 12„ 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" dr wall over I" x furring Pi penetration into soffit framing strips a 16" o.c. with R4.1 -foil insulation on typical 8" Block walls 5/8" thick light textured = All dr wall to be installed per FBC R702.3.1 y stucco on typical concrete i and shall meet all pertaining ASTM codes. "M" block construction ccMortar to be Type only proportioned � �pper FBC1 R60�. and Mortar joints shall comply with FBC R601.2.1. 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) #5 bar vert. (typical). Max. spacing shall not exceed 48" unless otherwise noted Wood see foundation plan notes for ase spacing at openings 4" concrete slab with fibermesh OR 6"x6" 410/10 wwM on 6 mil Visqueen over Clean coin acted termite treated fill O t- 0 0 N 2048" GRHAT ROOM in 8'-0" to 9'-8" A.F.F. vaulte Ceiling DEN 25'-2" 12'-1„ O � 2 00 EGRESS 8" 12'-8" 7,_0„ MASTER BEDROOM r 8'-0" A.F.F. Flat Ceiling Vanity to be O34.5" high O Rod t Shelf ICLOSET OD I �, Align cabinet 15" 4'-7" 4" 1 6'-4" with outside O f ref. wall - 10, 7„ 4'-3" O BAR TOP OJ - - - O --- - - - - -- m - EEIPantry of I I Cabient � I fAICAI `'U o KITCHEN I Vanity to be 34.5" high Flat Ceiling Upper cabinets - REF extend over REF. OPENING - Q` � 5 Shelves 0 Pi<Ii M rr r o O I i- 0 ( Q Is" IV LINEN ccC BINET W � W I � W r 6'- 1 JUNIOR 0 MASTER BEDROOM 8'-0" A.F.F. - Flat Ceiling 5 -O 13'-2„ U I Ln V\ - '� Vanity to be IV NVV1VVvVVvVM o P O W D 34.5" high Provide Auto R-II Batts w.H. W O H loser on Door W W m 2'-3" Attic Access 4"4) Steel Ballard ��lear wall See detail on I with light I this sheet W 6'-4„ space for door L - - - - - J 5'- 2 ,I I I N 33"w knee° 11 W space I F 1 10 NOOK'-" 0 0 H.B. 1 8,_8„ cal 0 1 W 0 in E) O MT 1 W UNDRY EE r O Ds)O O 00 �TETEREID In line with door cv to laundry COVERED 12'-8" (� PORCH N p AREA CALCULATIONS ao _ Grade Living A/C = 1,812 sq. ft. ? = Back Porch Total = 122 sq, ft. - Garage = 455 sq. f t. _ 14"w x 18 Concrete footing Front Porch Total = Is sq. ft. III with (#5 bars Cont. and 45 Total Under ROOF= 2'485 S . f t. i4 transverse rse bars at 48 , o.c, q TYPiC� SECTION Total Volume = 15,�f37 sq ft. Scale 1/2" = I'-C" 12'-8" 50 Amp 2 C A R Panel GARAGE I R-11 Batts ° / 8'-4" A.F.F. N ------------Flat-Ceiling---------- r- 1 1 I 1 I I I I lock walls in Garage I to be struck block I 21'-0" 22'-4" A/C ul N O I � N AL Q00aU �( (a U 00 U Q U i N N Z J-fl �LL O LL Q � O U fn - U Z V N � W O O Ul = U O z )I j ' N " p U I NN v Z # O�. ,. 73 ~ WO rr� � U�` m ~ W x -1 U IL +, LL N AWE �(a 0 73 J-1--1 SHEET NO: :2 OF S. JOB NUMBER: 21-2026 Digitally signed by o° o o°®®'8� Daniel R. Braden 0:�° AR9770 °o ff a° W4, - Date:2021.08.19 o.c�o° °°��oo�C 15:59:52-04'00' ��o�Q�D°G��.i FCUNEDATICN FLAN STRUCTURAL MOTES: SCALE: 1/4„ = 1'-0" 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'-II" WIDE. PROVIDE (2) FILLED CELLS ON EACH SIDE OF OPENINGS 6'-0" 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 60, MEETING ASTM A-16, 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, 6. SLAB ON GRADE TO BE A MINIMUM 4" THICK W/ 6X6 10/10 SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE. WELDED WIRE MESH REINFORCING ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON TERMITE TREATED, CLEAN MACHINE COMPACTED FILL 16. MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: (MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH FOOTING: 3" MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH. BEAMS: 1-1/2" LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS 11. LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS. BEFORE FILL IS BROUGHT IN. FILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10% MATERIAL 18. USE STRUCTURAL GRADE WOOD WITH A MINIMUM Fb OF 1600 PSI PASSING THE US STANDARD NO. 200 MESH SIEVE. PLACE STRUCTURAL FILL IN LOOSE LAYERS OF 12" IN THICKNESS AND Iq. ALL STANDARD STRUCTURAL LUMBER SHALL BE SYP WITH A MINIMUM COMPACT EACH LIFT TO AT LEAST 96% 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... #5 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 #5 bar continuous 6"x6" 410/10 WWM on 10 mil Visqueen over 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill clean compacted termite treated fill GRADE Grade N g - c�l „ —IIII IIII IIII IIII d Con UI �- w4ith (2)845 barscrete c nt.f andn45�4 PORCH SLAB EDGE DETAIL transverse bars at 48" o.c. SCALE I/2" = I'-O" TYPICAL FOOTING DETAIL SCALE 1/2" = 1'-0" 4" concrete slab with fibermesh OR 6 x6 #10/10 WWM on 10 mil Visqueen over clean compacted termite treated fill 45 bar cont. Step per foundation plan N b m • 34, 1 (2) #5 bars cont. bottom steel Io" 12" DETAIL AT GARAGE STEPDOWN SCALE 1/2" = 1'-0" 12" x 12" concrete column block filled with concrete and (2) u1 bars vert. tied into lintels above Top of footer IC below finished floor 12" _ 30"x30"xl6" concrete TP _ column footing with (.4) IIII IIII #5 bars each way 3' 30" F _ COLUMN FOOTING DETAIL SCALE 1/2" = 1'-0" 45 bar Vert. w/ 30" overlap at each filled cell 1*5 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 vt clean compacted termite treated fill Grade MH '..a IIII III (III - 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 IY2" Min. SCALE 1/2" = I'-O" Edge Diet �I 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 OIx SHEET #1. SEE PRODUCT APPROVAL FORM FOR MANUFACTURER MAKE AND MODEL. Filled Cell Masonry Column With One 95 From Footing To Beam Each. Grout fill To Be 3000 PSI See Floor Plan For Location 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 30" x 30" x 16"D COLUMN FOOTING WITH (4) #5 BARS EACH WAY F4 8"W x 8"D THICKEN SLAB EDGE WITH 1 45 BAR CONTINUOUS 14"W x 18"D F5 With Curb at Garage MONOLITHIC FOOTING WITH 2 45 BARS CONTINUOUS - CURB 5 0'-0" Double Filled Cell Column NTS 30" min. Corner Steel La nts Filled Cell Masonry 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 F— — — — — — — — — — — — — — — — — — — -- 9'-10" 25'-2" 12 81-101, v -------------- I - - - - - - - - - - I o 12" x 12" Concrete column O I 1_0 I I iblock filled with concrete and 24" II (2) 41 b rs Vert. tied into lintels above ear Porch Slab to L be poured separately _ from House Slab. I� LU o I N r, Thicken footing to 24"w x 14"d x 24"L F1 under filled cell under girder bearing. F1 23'-10" J U I I u ,,,,j� ICI IUlUl Rear Patio/Slab �to be flush with bottom of sliding door recess. Slope I" �I FI �I 'I - II c oncrlr tlr slaU LUI 1.I I IN%+I II I lr 011 .,I. 6"x6" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill I� 12'-8" IL I� o 0 FI I E F— I F— I IE I� I� lE I' FI �_ I� I I' I a _J •� W.H. C 4"4) Steel Ballard See detail on this sheet 150 A.9 Panel I I � 4" concrete slab with fibermesh OR N 6"x6" #10/10 WWM on 6 mil Visqueen over O clean compacted termite treated fill N FI I I 21'-0" n — � O E O W N o 1 O N— — — — — — — — — 12" x 12" Concrete column block filled with concrete and (2) 41 bars Vert. tied into lintels above L—————————— — — — — —— DD Recess for arage oor 12" II'-8" 3'-8"JL 16'-0" 2'-8" 12'-8" T 22,-4" 35'-O" :moo I O N Digitally signed by Daniel R. Braden Date: 2021.08.19 15:59:42-04'00' o��U �( �To U �Q U r- Z OL L �LL O U� Q Z LL1O .4 U LLI LLI L� N QL W O O � j '\ < N N O U L L 1 z NN # ~ O (17 W 0 co ~ Lq U X -1 LL t, 1L 4-3 f10 a-3 0 co 73 ca fo SHEET NO: a , OF S. JOB NUMBER: 21-202B MR' ° � c oa 0 keL R. BRAD 01 o o° AVM 9770 °o gzz oo Provide #5 bars with 12" min. lap into beam and 48 bar dia. into vert. filled cell. Provide Cast -Crete 81.116-IS/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 ci 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" = I'-C" Verify with Flan Concrete 12 "x 12" Lintel Column Block Rebar Rebar 48 Bar Did, Min. Overlap Column to L Int&l A t t a c mnt NTS BEAM SCHEDULE Mark Size and Description Two rows of beam block filled with concrete and 1 #5 bar B1 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 u5 bars Lintel Bar Clear "A" r r V1, CLEAR Length LengthSpan Bars Bars 2'-10" 2'-8" 1'-6" 2,43 none %L W ----y ----y 316" 3'-4" 2'-2" 2,#3 none 8F8-OB/IT 8F8-IB/IT 8F8-IB/2T Additional 4'-0" 3'-10" 2'-8" 2,#3 none ILI#5 bars CLEAR ;'.= 4'-6" 4'--4 3'-2" 2,#3 none �:•. One Row of "H" Block Above 5'-4" 5'-2" 4'-O" 2,u3 none 5'-10" 5'-81, 4'-6" 2,44 none Precast Lintel i -4" 5'-4" 2,4 none I Additional M__� 45 bars �___-,, �'-6" 7'-0" 6'-2" 2,45 none 81FI6-IBAT 8FI6-8/2T NOTES: 8' none I. min. coverage of steel=l.5" 2. min. bearing required 51 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-I1BAT ONE I u5 1 #5 6113 3541 2854 L31 2'-V 2'-8" 4'-0" 8FI6-IB/IT ONE 1 #5 1 #5 2931 30-19 2128 L45 4'-5" 5'-10" 8FI6-IB/IT ONE 1 #5 1 #5 4360 2093 946 L50 5'-0" C-6" 8FI6-IB/IT ONE 1 #5 1 #5 3480 1880 1204 L60 6'-81, �'-6" 8FI6-IB/IT ONE 1 #5 1 #5 2661 1634 891 L80 8'-0" 9'-4" 8FI6-I1BAT ONE 1 #5 1 #5 1843 1133 139 L90 9'-0" 10'-6" 8FI6-IB/IT ONE 1 #5 1 #5 1533 914 5-19 L90B 9'-0" 10'-6" 8FI6-IB/IT ONE I u5 I u5 1533 914 5-19 LI00 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1366 -198 604 LIOOB 10'-0" ll'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1 1366 -198 604 L120 12'-0" 13'-4" 8FI6-IB/IT ONE 1 #5 1 #5 10-15 1 606 433 L120B 12'-0" 13'-4" 81=I6-IB/IT ONE 1 #5 1 #5 10-15 606 433 L140 14'-0" 15'-4" 8FI6-IB/IT ONE 1 #5 1 #5 1250 485 341 1_I60 16'-0" 17'-4" 8F8-IB/IT ONE I #5 1 #5 950 404 25-1 LI60B I(.'-0" I7'-4" 8FI6-IB/IT ONE I #5 1 #5 950 404 257 - 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. HIP ROOF SHEETING ATTACHMENT 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" CDX Plywood 4. Use nails or screws based on pressure for roof stated in zpermit info box on ones. these plans for appropraite roof Q 4 FT qE 30 TYPICAL GABLE I Q� TYPPICAL 2 3® 4 FT R 2E 2R 4 FT 2N 4� I 4 FT J — — — � © 4 FT 4 2E FT Ke Area Edge Field Fastener Pressure Zone I 6" 6" Sd x 2.5" ring shank 45 psf Zone 2E, 2R, 2N 4" 6" 8d x 2.5" ring shank �6 psf Zone 3E/3R 4" 4" 8d x 2.5" ring shank 84 psf ANY ZONE 6" 6" 48 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 )ER STRAPPING TER BEARING POINT 1/8" thick light textured stucco installed per ASTM C 924 over ASTM D type 2 paper backed wire lath nailed to substrate through one layer of - ASTM D Tgpe 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) 10d 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 Tooter 16" below finished floor 4 12 4 Aluminum Drip Edge & Fascia Flash and Counter flash Nail ledger to gable end truss with (2) 10d 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 #5 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 - �a�niein� Wood Base Cedar Trusses at 24" o.c. see shop drawings by others R-30 Batts -19 batts Frame ceiling transition L� as needed using metal studs field verify exact configuration and sizes Drywall ceiling see typical sectlor transition Insulation Detail nts Brace Gable end with 2" x 4" SYP #2 8ft back nailed to bottom of top chords using (2) IOd nails at each truss PRE-ENGINEER-ED WOOD TRUSSES O 9 24"o.c. TYPICAL N ( shop drawings by manufacturer ) F_ Strap truss to wall using Simpson MGT with Simpson HETA 20 5/8" dia, threaded rod with min 12" embedment hurricane anchor at each truss into beam either wet set or in epoxy with AAA 1-1-1,�Tb 7n ( 24" o.c.) supporting Max. . _ . etc- __-. .._- truss a er detail on t is _.__._...� -- �-- - - - It5lu s eet IDS. U IIT L � N 60 90 $1 L31 $1 $I BI $I LU BI O $\ J L120 BILU `n BI O N w $I L6O I = BI BI H W W Z'_ X L - 4-3 07 Q� ��12ZA REA L7;� °a ; I Z O^ { S O P 40 U W o B I ° �, �t N 1Z I 0 \/ ZI w ZV/ Bl /Z BI BI L31 BI 12 SLOPE { Metal ro fing and un er agment intstalled per Product Approval B I as shown on she e I over C X decking - see roof sheeting BI L22 B1 PUI B I Attic Access 1 1 with light — — H 150 AmpPanel N I I I I I I I I < LU I I I I $I I I I I I2 I BI 1 48" 1 8'-0" MAX I SLOPE L31vi I I I Ul I $I I BI 1 1 ( N 1 L22 1 $I 1 1 N I BI a BI L22 _ W 60 $I p- p N BI _ o o m o $I BI u 120 BI L160B Bl Q P Provide (2) HETA 20 48" unless otherwise noted straps at this location-1ET,4 2 see foundation plan notes for � O 0 � � � * � I� Simpson HETA 20 spacing at openings hurricane anchor at each truss 4" concrete slab with fibermesh OR UMax. 6"x6" 410/10 WWM on 6 mil Visqueen over — OVERHANGS AT I'—C" UNLESS OTHERWISE NOTED ON THISIGSH ElTplift clean compacted termite treated fill - ROOF PITCH AT 4:12 UNLESS OTHERWISE NOTED ON THIS SHEET - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER - ANY CHANGES TO THIS PLAN SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL IN WRITING PRIOR TO STARTING CONSTRUCTION. 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" drywallover I" x furringg strips at 16„ o.c. with R4.1 fi-foil insulation on typical 8" Block walls All drywall to be installed per FBC R102.3.1 and shall meet all pertaining ASTM codes. Mortar to be Type "M" only proportioned per FBC R601.1 and Mortar joints shall comply with FBC R601.2.1. Provide Dur-O-Rock at all wet areas (ex. showers, tubs etc...: Fill cell with Grout and (1) 45 bar vert. (typical). Max s acing shall not exceed 1-4 FI �- F3 T�plcal S&ction at Front Porch Scale : 1/2" = I'-C" ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER Digitally signed by ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR Daniel R. Braden TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO Date:2021.08.19 PROVIDE FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO 15:59:30-04'00' TRUSS CONSTRUCTION �11 CL O U Q W Z 0 Z w w QC w o O Ul L-5 U O " Z W oo 0) +-' O < NNE O U L zCA # ^^� Ocu-IQ O rr� a- o W U D � � co ~ W q) X U �LL LL 4-3 0 SHEET NO: OF S. JOB NUMBER: 21-202B L