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HomeMy WebLinkAboutBuilding Plans�Ili(�I��III� CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 9.^ Z 0 m Q N ■.■ W m Q �n d F-FOR '= ,r-11ANCE N UNTY Ck COD 'J .si p i O / c CU Z M oi V) JZ N w CQ 0 co 0v a O PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 0,2 AAV 1 1/2" VTR PLUMBING ISOMETRIC i TO 4" SEPTIC L INE CO Lo 00 V Lo q CV J 2'-01 /2"- m 21'-31/2" 3'-0" 14'-01/2" " A _Q M 7Z J I ^^ lL�4 iT �: 1- 11 `. — 6 3 :3 1- 11 13 101/2 e! d. I!' D t 14' 4" LL L `SLAB CUTOUT FOR I SGDTHRESHOLD•._.' I u _ A � SEE DETAIL9N° FRIG. SHEETGRP24� . I =1 HOOKUPS _ I q I I = b c ,; _jI � J ' C p -811 - — A- —�T` - - --- - — — — — s 1: O s I 1A .1 Lo a III I_ ivco C n` I --- --- -- -� rF — a.y' C _ _ Li �M".. `I' 11 �.�.., i{ . '3t 1 1/2"- T-2 lb .v . 4 I I 40 ..p a Wi 0 y Al rl : ! I� CONTROL JOINTS n .A-41 I _CUT AT INTERVALS1Qz10' _ IN BOTH DIRECTIONS , £ b � n 1tt C3 - u 1 ,-0e '" _ r C u ;t ,,C �., A q, a � � � A 1 CV 18 2'-01 /2„ 16'-3" T-8" CO 1414" 2014" 38'-4" PLUMBING PLAN ELEV'B' 114" : V-0" AT 22" X 34" LAYOUT 118" =1'-0" AT 11" X 17" LAYOUT co «j Lo CD N 0 N I�os i I I I � ill CENT V MORE HOME LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 ME ,ems lea.. qLon �V leeeee`eeeee If - co IW � I N ® leeeeeeee® L7 1 so® 1 e� 1� J �1' L TT VJ J o w >, o c: oZ � /'(�U I L LIJ 3k � a CD O( Q O PLAN # / ORIENTATION 1612 BLK / LEA SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET # GRP2 0,41 Wade Jurney Homes Product Approval/ NOA Index Sheet Product Approval Design uPaared:r-0¢aozc Component Model/Series Impact Resist. Attachment method Approval# Date Pressures Hoof TAMKOBIdg,Products,lnc. Asphalt Shingles Hoofing 3•TabGlassSealEise FL183551 12/12/2011 N/A Standard Fastening Pattern (For use on decks with slopes 2 in. per foot to 2l in. per foot,) One fastener l in. back from each end and one 12 in. back fromeachend of the shingle for a total of 4 fasteners. For slopes from4:12 and higher RhinoRoof U20 is to be laid out horizontally (parallel)tothe eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored appropmately In in from the edge. For low slope (less than 4:12) applications it is recommended to Covering Interwrap Underlayment's Roofing RhinoroofU20 FL152161 12/12/2017 N/A overlap 50% pl us 111he use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. For same day coverage with primary roofingRhinoRoofU20canbeanchoredwithcorrosiveresistant3/8"headzl'legroofingnails (ring shank preferred, smooth leg acceptable). Jamb, Head, and Threshold fasteners for this unit include @10 Wood Screws or 1/4' Tapcons. A Physical Shim must be placed in Shim Space at each ThermoTru Pberglass Swing door Fibergbss6•Panel FL15225,5 9/21/2018 61 8) Yes anchor location, Tapcon edge distance MIN 2-1/2". Wood Screw edge distance MIN 3/4", not toexceed 6" D.C. Attach door bracket to jamb w/5/16" z 15/8" lag screws not to exceed 24" O.C. Door Jamb to be minimum 2x6 structural grade lumber, Vinalor Doors Wayne Dalton Overhead Double Door Series9100 FL9174,6 2/13/2018 39.2 437 Yes wood door stop nailed at maximum of 6" O.0 must overlap top and both ends of panels min 7/161, tp meet negative pressures. FOR INSTALLATION THROUGH 1XBUCKTOCONCRETE/MASONRY, OR DIRECTLY INTO CONCRETUMASONRY, USE 1/4 INCH ELCO TAPCONS OF PlyGemWindows Sliding Glass d000r Door Series4780 FL146341 10/17/2017 50 b0 No SUFFICIENT LENGTH TO ACHIEVE 2 1/2 INCH MINIMUM EMBEDMENT Nail fin Holes to Use for fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Corners 4" or nearest hole Bldg framing Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant Nail Size 3/8' Minimum Head diameter Min, Corrosion -Resistant Screw Size @8 Ply Gem Windows Vinyl Fixed Window Series1500 FL16104.1 12/27/2017 SS .55 No or larger Pan Head Nail fin Holes to Use for fasteners Standard: Every Other Hale Impact: Every Hole Distance from Window Corners 4"or nearest hole Bldg framing Penetration )" min, local code may dictate) Min. Corrosion -Resistant Nail Size 3/8" Minimum Head diameter Min, Corrosion -Resistant Screw Size @8 Windows Ply Vinyl5ngleHung Window Series FL16103.1 12/27/2017 50 b0 No or larger Pan Head Nail fin Holes to Use for Fasteners Standard: Every Other Hole Impact: Every Hole Distance from Window Cornef@+f" or nearest hole Bldg framing Ply Gem Windows Vinyl Integral M011(Twin &Triple) Window Series1500 FL161001 10/17/2017 50 30 No Penetration 1" min. (local code may dictate) Min. Corrosion -Resistant NailSize 3/8' Minimum Head diameter Min: C@rrosion•ResistantScrew Size @8 or larger Pan Head Allow a min. of 1/32" between the back of the nail head, screw or staple crown and the nailing strip. Nails orstapl@sshould beplaced approx. 12"to Mastic Eclipse4.5" Ply Gem Siding Mastic Vinyl Siding Dutch lap FL23885.1 12/12/2017 73.6 -73.6 Yes 16" apart. Leave a min. of 1/4' clearance at all openings and stops to allow for normal expansion and contracticf� Panels should be overlapper-d approx. I". Fasten panels approx. 8" or more from the overlilpseam. Siding Ply Gem Siding Mastic Vinyl Siding Board and Batten f113885.1 12/12/2011 fi 96,.es 966 Y Nails are galvanized steel roofing nails, 1-1/2' long, with 1/8' diameter shanks, and 3/8' dia. Heads, 16' vertical nail spacing.7" horizontal nail Vertical Vinyl Siding spacing, Ply Gem Siding Mastic Vinyl Siding Cedar Discovery Shake EL23885.1 12/12/2017 49A -49.4 Yes Nails are galvanizedsteel roofing nails, 1-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads. 18" (shake) vertical nail spacing. 8" horizontal - nailspacing. 1/4" diameter screw shall have a minimum embedment depth of 11/2"and have I spacing of 12" o.c. Shutter Hurricane Storm Panel MfGINC, 24Gauge Galvanized Steel Storm Panel fL16293.1 11/2/2017 20 20 Yes i Ply Gem Siding Mastic Vinyl Soffit Uniuersal(Vinyi) FL233S2,1 12/12/2011 132.8 38.1 N/A Nails are galvanized steel roofing nails,)-1/2" long, with 1/8" diameter shanks, and 3/8" dia. Heads - Or- Staples with 1" long legs X 1/16" (16 GA) Dia. in each nail hem. Soffit 12"T-4 / 16" Q4 Aluminum HT Soffit, Channel at the wall3/4" z 1/4' crown staple in a diamond pattern at 24" O,C Soffit side 3/4" z 1/4" crown AluminumCoils,Inc. Aluminum Soffit FL12194.1 12/15/2017 80 No staple at8"O,C Facia cap 13/4"z0721/4"head trim nail at48"O,C United Steel Production Co Wood Connectors HD28.21F FL17232.3 12/21/2017 (14)0.162"z3-1/2" Long (16d) Nails into Header; (6)0.148"z3'long (IOd�Nails into Joist United Steel Production Co Wood Connectors HD0210.21F FL17241.8 8/14/2018 (14)0.162"z3-1/2" Long (16d) Nails into Header, (6)0.148'x3'Long (10d)Nails into Joist United Steel Production Co Wood Connectors MSTA48 FL17244.17 10/17/2019 (26)0.148"z2.1/2"Long Nails United Steel Production Co Wood Connectors RT16A FL37236.11 2/13/2018 (9) 0.148" z1-V2" Long (10d) Nails into truss/rafter, (8) 0.148" z3" Long (lod( Nails into Plate United Steel Production Cc WoodConnedors MTW16 FL17244,7 10/17/2019 (14)0.148"z3"Long NaiIsor(14)0.148"zl-in"Long Nails United Steel Production Co Wood Connectors MTW12 FL17244.7 10/17/2019 (14)0,148"z3"Long Nails or(14)0.148"zl-1/2"Long Nails United Steel Production Co Wood Connectors HTT45 FL17324.2 8/13/2017 Install Directly to framing with 10dCommon or16dz2-1/2"Prue matic United Steel Production Co -Wood Connectors MSTC40 FL17244.27 10/17/2019 (52) 0.148" z3" Long Nails Minimum United Steel Production Cc Wood Connectors MSTC66 FL17244.27 10/17/2019 (72)0.148"z3"Long Nails Minimum United Steel Production Cc Wood Connectors STAD14 FL17249.3 12/21/2017 (38)0.148"z3-1/4"Long Nails Structural Components United Steel Production Cc Wood Connectors AOTT-T2 F117324.1 12/21/2017 WS8-EXTwood screw or 3/8" HOG lag screw United Steel Production Co Wood Connectors MPAI FL17244.23 10/17/2019 (12)0.131"zl•1/2"Long Nails Minimum United Steel Production Co Wood Connectors RT15 FL17236.10 2/13/2018 (5)0.131" zi•1/2" Long Nails intatruss/rafter, (5) 0.131" z2.1/2" Long Nails into Plate United Steel Production Cc Wood Connectors MAT FL20872.1 12/12/2017 (5)0.131"zi-1/2"Long Nails into truss/rafter;(5)0.131"z1-1/2"Long Nails into Plate United Steel Production Cc Wood Connectors RT7A F1.17236.10 2/13/2018 (5)0,131"z2-1/2"Long Nails into truss/rafter;(5)0.131"z2-1/2"Long Nails into Plate United Steel Production Co WoodConnedors C44 FL17239.1 10/11/2016 16)0.162"z3-1/2"Long Nails I* Beam; (6)0.162"z3-1/2"Long Nails into Post United Steel Production Co Wood Connectors CBE44 FL22052.1 8/13/2018 (12)0.162"x3-1/2"Long Nails into post United Steel Production Cc WoodConnedors FA4 FL17249.1 12/21/2017 (3) 0,148" z 1-1/2" Long Nails into side of sill plate; (3) 0.148" z 1-1/2" Long Nails into top of sill plate United Steel Production Co Wood Connectors RS14-100 F117244.28 10/14/2019 Installed directly toFraming, (36)Min, INx1.1/2"with 10dCommon orl6dSinker. United Steel Production Co WoodConnectors KST272 FL17244.14 10/14/2019 (64) Min.0.162" z 3-1/2" Long Nails United Steel Production Co Wood Connectors HTWM16 FL6223.2 12/12/2017 (4)1/4"z1-3/4"PowersWedge boIttoCMU.(8)Min. 0.148"z3.1/2'Long Nails to truss/rafter. United Steel Production Cc Wood Anchor HTA16 FL17680.4 12/12/2017 Provide 4" Embedment into CMUand fasten towood component using (9)0,148"z1Y:"Nails United Steel Production Co WoodAnchor H510 FL17699,1 12/12/2017 Provide(4)1/4 zl-3/d Dewalt Screwbolt+ or eq. into CMU an d fasten to wood compone nt using (4) 1/4' dia, x 1 Y29 long Wood Screws V) w Z a V) t� LL w F- O O F- 0 uJ g LLJ O Q O LL Z cc to O Z Q t) LU W tY F- O t) 0 Q J Z O Lu H U c/) O LL Q J a V) F- �' W LAJ W Q 2 J Z) 06 Z SEP 2 4 2020 0'- lu %,�®e�auoeps �S G.. Fn!ssio = J %% ,P dv ( E N g � �� D IN 77824 S OF °•�a 0R\9.-' e, ONAI.000 Illl�����lhl CENTURY nn,�0 �Ilt rn A MORE HOME ^ LESS MONEN 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 ®.J C[ ®y C:) tm= ®` N ®I_ o_ CC C, 113® M. 318 u (U C O J C ® >' L T r > t ® f- r O D N s O w f o O C EO)PN® v Q � L, PLAN # / ORIENTATION 1612 BLK f LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP21,0 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 M V) Z Oct J IA. REVIEWED FG BODE COMPLIAW `' T. LUCIE Cr C 6, BOCC: M O J o >' u o o Y F- o N s � N w o o C 0 ° o a O r-� u PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET # GRP21,2 H 0 w Q w B & B SIDING 0 H IER\',� 1 SHINGLES AS SPECIFIED \'? e.e Q u- .. SHINGLESASSPECIFIED Z o 1ST FLOOR PL. HT _1STFLOORPI HT w _ J • El El El ED El ED El 17� - T b 3 O ♦ ` 1' 1 h\ X _ , < t ^ Z CEMENTITIOUS - - - - - 0o ❑�❑ l�J o0 • FINISH 4^ _ ♦ _ - _ - _ _ _ r _ _ ^ _ d2C'MEITITIIUS ❑ ❑ , " FINISH w Lu ■�■■■ �� 1 _ d `( - 1STF - - _ 100R FIN, FLR. - 1STfL00RFIN.FLR. - - - - , ♦ _ m ' ` ♦ i ♦i L ' 1-` ♦ Y t K .F t _i r � + + Ym,' 1 J F "�T♦ _ rs �r / 4"WINDOWTRIM 1 FRONT ELEVATION 'BI, -- 114 -1.0 AT 22 34 LAYOUT 118" =1'-O" AT 11" X 17" LAYOUT � � o N w SHINGLES AS SPECIFIED SHINGLES AS SPECIFIED \_ 1ST FLOOR PL.HT, 1ST FLOOR PL.HT, w - OC Yh A _ n / X CEMENTITIOUFINISH - _ _ ) ♦ S _ 1— 11,7 / 1 a - _Y YT 4 A X -9 00 f 1n CEMENTIT 771 _ C ` t _ rt 1ST FLOOR FIN, FLR. _j, IL6" i' , " " i i ji 1ST FLOOR FIN. \w 2 a J 06 Z w ��aeeeoeeu,�®0� J 2 REAR ELEVATION'S' LEFT ELEVATION'S 114° � 1'-0�� 22" �� 4 - AT X 34 LAYOUT 114'° -1' O" AT 22" X 34" LAYOUT No "'24 _ _ ;tee 118 1-0 AT 11 X 11 LAYOUT 118 -1.0 AT 11 X 17 LAYOUT I FLR. /`1 •t / L \ ' A '♦ 1 4 V 7 - ♦ _ ! t ♦I 4 y V , t 1 n `n ♦i 1 k , \ f m'' 00 OUSFINISH _ - _ 1 I M a ♦ - 71 l ♦ \e- ♦21 V / ^Y' C -) d , 4 2020 Ilel I I I � I lill CENTURY 5hlr we� MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC © 2020 M 11� 9 C, 0 ®s ~ N LJJ ®J IJJ REV18WED FOR ' *)DE COMPLIA14CF gT. LUQIE Col I19IT" BOCC c M p J rn o c o _ p z LU IZ aLU .11. MN 2 o ® W O 0 Q PLAN # / ORIENTATION: 1612 BLK l LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 2e3 GRP2 ELEV'B' -ATTIC VENTILATION CALCS 1/300 Ventilation Max Min Upper Lower Total Ridge Roof Soffit Required Upper Upper Ventilation Ventilation Ventilation Vent Vents Vents Area (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (sq. in.) (In. ft.) (ea) (In. ft.) 2133 SF 1024 819 512 520 510 1030 16 4 85 CALCS BASED ON THE FOLLOWING VALUES: -Ridge Vents -15in 2ofnet tee area per fnearfoot -Roof Vents -70in 2 of net free area per u nit •Sof6tVents-6in 2 of net free area per square foot SHINGLE ROOF SPECS SHINGLES TAMKO SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL ASPHALT SHINGLES SHALL HAVE SELFSEAU NG STRIPS OR BE INTERLOCKING & COMPLY WITH ASTM D255 OR D3462, & SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6 FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS PER SINGLE TAB, & SHALL IN NO CASE BE FASTENED WITH LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURER'S REQUIREMENTS FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS DETERMINED BY ASTM D3161. FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F1667, & SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM WITH AMINIMUM SHANK SIZE OF 12 GAUGE �0.105') WITH A MINIMUM 318" DIAMETER HEAD SHANK AND SHALL BE A LENGTH TO PENETRATE THE SHEATHING. THE NAIL COMPONENT OF PLASTIC CAP NAILSSHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM A641, CLASS 1, OR EQUAL, & SHALL BE CORROSION RESISTANT BY RECTRO GALVANIZATION, MECHANICAL GALVANIZATION, OR SHALL BE MADE OF STAINLESS STEEL, OR NON FERROUS METAL. 1 ROOF PLANA EV V rr 114 z V-0 A2 X 34 LAYOUT 118" : V-0" AT 11" X 17" LAYOUT ui w _z _l CL cis DC J w O " F— O O 0 LU g w z O Q DC O LL z DC w 2 O Q w _w w F— O z V) Q 0 z a z O w 0 F— V F— V) O LL Q J a F- 0 W w W a a J o�S SEP 2 4 2020 Uj w�\, �r` ,,�✓!b J er MP1��i� ter o "18a4f N 'F E OF ®Be9S,0 N Aj_ II11 1111 111I1 CENTURY n+f" MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 Z Q L JILT 0 CC 0 J � IJ o C � J C o c ' u r M D a i mN ° o o a p 0 ti U PL4`6RIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET# GRP2 33 CAULKING LAP&TAPE WEATHER RESSTMEBARRIER ATJONTS (UPPER N — R703.6 Flashing. Approved corrosion-resistanf lashing shall be applied shingle -fashion in a manner to w prevent entry of water into the well avlyorpenetrali nofwatertothebuldingstructuralframing VINYL SIDING z —WINDOW ORDOORSILL components. Self -adhered membranes used as flashing shall comply a MINIMALLY ExPAALLY with AAMA711• The flashing shall extend to the surface of the exterior wall finish. Approved corrosion. WEATHER RESISTANT U POLYURDME resistant floshingsshallbeinsialledatall ofthe following locators: BARRIER to INfflp HER CAULK p�g��DCAULx0 1,EAeriorWiindowanddooropenings. Flashin at exterior window anddooropenings shalle9endtothe 0 BARRIER INTO OPENING surface of the exterior wall finish or to the water -resistive barderfor subseguenidrainage. Flashing at STRAIGHT FLASHING &LL ETOSING exterior window and door openings shall be installed in accordance With one ormore ofthe following of = z = ADHERED other approved method: GAL. L FLASHING FLASHING 1.1The feneshationmanufacturers 011enlashing instructions. 0 1.2 The lashing manufacturer's written installation instructors. ROOF UNDERLAYMENT 0 FASTENSETFADHERED FLASHNGaNER 1.3In accordance with FMNAAMA 100, FMNAAMA 200, or FMNWDMA 250, CAP SHINGLE -APPLY 1--- USING MECHANICAL 1.4 In acooniance with the lashing method of a registered design professional. p FASTENER 2. At the Terseclion of Chimneys or other masonry construction with frame orslucoo walls, with projecling WITH ADHESIVE (DO NOT H INSTALL SELF - ADHERED FLASHNG lips on both sides under stucco copings. NAIL) J AROUNDPERMETER 3. Under and at the ends of masonry, wood or metal copings and slits. W OFOPENING 4. Continuously above all projecting wood trim. 5• Where eztetf porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. z INDOW & DOOR PAN FLASHING 6. At wall and roof intersections. 0 t to sale 7. At built-in gutters. Q 0 THRESHOLD AT DOORWAYS SHALL INSIDE OUTSIDE NOT EXCEED 314" IN HEIGHT, RECESS THRESHOLD IF NECESSARY, 8" C,M,U, BEYOND S,G.D, THRESHOLD SET IN SEALANT - ATTACH PER MANUF, W SPECS, At U " w imp PLASTER SAND FINISH q < q SLABISTOOP SLOPE TO DRAIN d q 4. .Id A A �! �, ° q. (:j)_SGD THRESHOLD DETAIL 3" =1'-0" AT 22" X 34" LAYOUT 1112" =1'-0" AT 11"X 17" LAYOUT 1z P.T. BUCK STRIP (SEE STRUCTURAL) 112" GYP. WALLBD, FURRING & INSULATION CMU • CONCRETE MASONRY UNIT (SEE STRUCTURAL PLAN) DOOR ASSEMBLY ANCHOR ADD'L BUILT UP TRIM AS SPECIFIED (SEE ELEVATIONS) CEMENTITIOUS FINISH SEALANT SLIDING GLASS DOOR FRAME SGD JAMB DETAIL 1112" =1'-0" AT 22" X 34" LAYOUT 314" =1'-0" AT 11" X 17" LAYOUT ROOF FLASHING DETAIL z 1112 -1.0 AT 22 X 34 LAYOUT W 314" =1'-0" AT 11" X 17" LAYOUT 0 a 0' W LJJ W z on Q 2 z Q z 0 LI J H U V) O ILL J d V) LU L IJ w a a he 06 SEP 2 4 2020 z G L U ., s No 77...24 r 00� gL® ®6��1'0N ,%% 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 N J W 0 z O N a cn cc C7 cc z W H Qa� i REVIEWED FOR CODE COMPLIANCE ii T. LUCIE COUNTY g BOCC c rn � O J rn O 0p Z N a o 2 W CON�� 0 o U Q I-1 PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2,02 SHEET 1# GRP2 4,0 ■ 1ST FLOOR PL HT. 1ST FLOOR FIN. FLR. iw irki rni innrn enr nnnnrn 1 BUILDING SECTION 1 318" =1'.0" AT 22" X 34" LAYOUT 3116" =1'-0" AT 11" X 17" LAYOUT TABLE R302.6 DwellinglGarage Separation Se rpa al'an Material From the residence and attics Not less than Y:•inch gypsum board or equivalent applied to the garage side From all habitable rooms above the garage Not less than 5 A -inch Type X gypsum board or equivalent Slructure�s) supporting hoonceiling assemblies used forseparatu required by this section Not less than Yrinch gypsum board or equivalent L/i W z a cii W 2 H O O H W W Z O H Q O Li- W Fi O. Z Q 0 W > W u0 O z N Q � I � Z � Q FOYER 0 J z O i Lu U REFER TO STRUCTURAL t~ PAGES FOR FOUNDATION SIZE O LL z a a H 0 W W W Q a .J Y 06 z SEP 2 4 2020 CC aeesumceda Lu _ No 77624 OF Pil�� CG10,� ���Ne�mata�g0' J I►II���I�II►I CENTURY I MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 W1H, LLC 0 2020 W Z ■ O N 1 a V W REVIEWED FOR, ,ODE'COMPLIIANCt 7- LOCIE COIFJNTY o SOCC J o � o c o = N W ILooNoo 0 o O v ¢ r, U. PLAN # / ORIENTATION: 1612 BLK f LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 4,3 CENTURY MORE HOME • LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 z C) Q N ■_■ W L7 � W f— Z REVIEWED FOR CODE OOMPLiANCE LUCIE C:. o BOCC ca cy o —J rn o c o j N a �*LU O o O O O Q r-1 PLAN # / ORIENTATION: 1612 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 5,1 U SERVICE DISCONNECT GFI (WP) Qz W= GENERAL NOTES 1. INSTALL ARC FAULT CIRCUIT -INTERCEPTORS & TAMPER RESISTANT RECEPTACLES. RECEPTACLES SHALL BE INSTALLED IN DWELLING UNITS PER NEC 201.12 &406.12 2. ALL ELECTRICAL EQUIPMENT TO BESET AT OR ABOVE BASE FLOOD ELEVATION, 3. ALL OUTLETS IN WET AREAS AND ALL EXTERIOR OUTLETS TO BE GFI. 4, ACIDC SMOKE DETECTORS TO BE INTERCONNECTED AND RESIDENCES HAVING FOSSIL - BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN IY OF EACH ROOM USED FOR SLEEPING PURPOSES, PER RULE 913•3.04.72. INSTALL ALL ELECTRICAL IN ACCORDANCE WITH NEC 2014 ELECTRICAL LEGEND WALL MOUNTED FIXTURES CEILING MOUNTED FIXTURES I GARAGE DOOR ® OUTLET • 110V OUTLET • TV g WALL LIGHT � OPENER PREWIRE O SMOKE DETECTOR OUTLET•110V GROUND FAULT OUTLET •PHONE p`� TLIGHT BAR O FLUSH MOUNT SIC SMOKEDETECTOWCO2 ® INTERRUPTER a OUTLET • 110V GROUND FAULT r-inSWITCH • SINGLE POLE COACH LIGHT • O SURFACE CAN LIGHT BATHROOM QINTERRUPTER FRONT DOOR EXHAUST FAN WATER PROOF 1H Q OUTLET • 220V 3 � SWITCH • 3 WAY � COACH LIGHT • REAR DOOR n I i C<__) o // OPTIONAL FAN PREWIRE \\ FLUORESCENT 1'42 LAMPS SWITCH .4WAY WIRE SCHEDULE 200 AMP 1 TO POWER CO. TRANSFORMER INSIDE PANEL 2 #4BARE COPPER H SERAL (FOR 150 AMP) 3 OR Oro S ER AL (FOR 200 AMP) PER NEC t 3 1 - BED 3 2 INTERSYSTEM BOUNDING TERMINATION AS PER NEC 250.94 0 1612 HOUSE LOAD CALCULATIONS v GRADE t THEATER 1 MECH S x O 2 SMALL APPLIANCE 1500VA EACH 3000 / TV 1 LAUNDRY 1500VA EACH 1500 TO POWER CO. Car�e1 TRANSFORMER _ BOND TO FOUNDATION STEELAS PER NEC 250.52(3) Yay GFI % 1603SF GENERAL LIGHTING @3VV/SQ.FT. 4809 BY UTUTYCOMPANY 1 WATER HEATER 4500 ^ D REFRIGRATOR 1440 ELECTRICAL RISER DIAGRAM / �A.2 1 DISHWASHER 1030 NOT TO SCALE VIv 1 DISPOSAL 690 I Carpel 0 TRASH COMPACTOR 0 PANEL SCHEDULE 1 MICROWAVES 1630 0 CENTRAL VACUUM 0 BED 2O y 0 MINI FRIG AND ICE MAKER 0 X. 0 JENN AIRE 0 # # # DESCRIPTION # 1 \ 1 CLOTHES DRYER ELECTRIC 5000 1 1 2 RANGE 40AMP #8 �2 1 RANGE 11600 3 AHU WITH HEATER 50 AMP #6 3 .4 ' 0 COOKTOP 0 4 FOYER 0 WALL MOUNTED OVEN p 1 GARAGE DOOR 1127 5 DRYER 30AW 410 5 6 ACU 30AMP #10 6 TV 0 LANDSCAPE 0 0 POOL PANEL 0 7 7 8 8 E=Z:u 36,326 9 WATER HEATER 30 AMP #10 9 10 WASHER 20AMP #12 10 GFI (WP) FIRST 10,000 @ 100 % 10000 11 11 12 DISHWASHER 20AMP #12 12 ORCH REMAINDER @ 40 % (26,326) 10530 13 BATH GFCI 20AMP #12 13 14 SM APP #1 20AMP #12 14 20530 15 GAR GFCI 15AMP #14 15 16 SM APP #2 20AMP #12 16 I HEAT LOAD A/C LOAD 2.5 tons 4400 VAA 0 100% 400 s110 17 EXT GFCI 15AMP 414 17 18 HOOD/ MICRO 20AMP #12 18 0% (HEATPUMP HEATING WITH ADDNL ELECT HEAT 19 LTG-GAR-KIT-BATH-FOY 15AMP #14 19 20 REF 20AMP #12 20 ADDED FOR MAXIMUM HEAT LOAD VA) ELECTRICAL -1 ST FLOOR - ELEV p 21 FAMILY 15AMP #14 21 22 NOOK/ DR 20AMP #12 22 1 VOLT-AMPERES 26,640 VA 1/4" =V-0° AT 22" X 34" LAYOUT DEMAND LOAD AMPERES 111 @ 240V 23 MAST BED/ BATH 15AMP #14 23 24 1 SPACE 24 118" =1'-0" AT 11" X 11�� LAYOUT 25 BED 2/ LOFT 15AMP #14 25 26 SPACE 26 NEUTRAL DEMAND AMPERES 74 27 BED 3/ BATH 15ANW #14 27 28 SPACE 2$ 29 SPACE 29 30 SPACE 30 31 SPACE 31 32 SPACE 32 METER MAIN COMBO 150 AMP NEMA313 OR 200 AMP NEMA 3R lollllll�Ill 8 MORE HOME - LESS MONEY 3091 GOVERNORS LAKE DR. SUITE 300 NORCROSS, GA 30071 PHONE: 336-282-3606 WJH, LLC © 2020 m ®� iV C.J _.j ■ e ■ ,I RFEVItWED I -oA i, CODE'' COMPL ANCE� OT. LUCIE CO JNTY� ' BOCC' C D7 p J Cr) A O C o z EL Q L N o C) 000 o a o PLAN # / ORIENTATION: 1611 BLK / LH SERIES NAME: DIAMOND PLAN NAME: 3911650 LAST REVISION 2.02 SHEET # GRP2 612 THE STRUCTURE 15 DE516NED TO BE SELF SUPPORTIN6 AND STABLE AFTER THE BUILDIN6 15 FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. I- 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDIN6 AND ITS COMPONENTS DURING CONSTRUCTION. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF NFGE-55ARY 5HORIN6, 5HEETIN6, TEMPORARY 5RAGIN6, 6U1'5, AND TIE-DOHN5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 5HORIN6 AND BRAGIN6 REQUIRED TO STABILIZE AND PROTECT EXI5TIN6 AND ADJACENT STRUCTURES AND 5Y5TEM5 DURIN6 COURSE OF DEMOLITION AND C,ON5TRUGTION OF THE PROJECT. • THE WOOD FRAME STRUCTURE OF THI5 UNIT/MODEL 15 DE516NED TO RE515T LATERAL LOADINGS A5 PERMITTED BY SECTION 4.3.5 OF THE SPECIAL DE516N PROV151ON5 FOR WIND AND SEISMIC (SDPW5). MULHERN+KULP HAS UTILIZED THE FORGE TRANSFER AROUND OPENIN65 METHODOLOGY PER THE REQUIREMENTS SET FORTH IN SECTION 43.52. A5 SUCH, WALLS WITH OPENIN65 ARE CONSIDERED A 51NCLE STRUCTURAL PANEL AND MAY NOT REQUIRE HOLDDOWN5 ADJACENT TO EACH NINDON/DOOR OPENING. • SHEARNALL5 USED IN THE DE516N OF THE STRUCTURE ARE DE516NED TO RB15T BOTH SHEAR AND UPLIFT, A5 PERMITTED THROUGH SECTION 4.4 OF THE 50PW5. A5 SUCH, 5TUD GLIP5 ARE NOT REQUIRED, EXPECT WHERE NOTED 011 PLAN TO RE515T EXCESS UPLIFT LOAD THAT HAS NOT BEE11 RESOLVED THROUGH THE EXTERIOR 5HEATHIN6 FASTENED AT THE TOP 4 BOTTOM OF THE 5HEARHAL.L. TERMITE PROTECTION (ONLY ITS BAIT STATIONS AM TO N INST ) TERMITE PROTECTION SHALL BE PROVIDED BY RE615TEREP TERMITIGIDE5, NHIGH MAY INCLUDE SOIL -APPLIED TERMITIGIDE5, BAITING 5Y5TEM5 OR TERMITIGIDE5 APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE TERMITE PREVENTATIVE TREATMENT, A TERMITE CERTIFICATE AND/OR A CERTIFICATE OF GOMPLIANGE 15 TO BE ISSUED TO THE BUILDING DEPARTMENT BY THE BUILDER. THI5 DOCUMENT WILL BE LEFT FOR THE BUILDER WITH THE PAPERWORK. PAGKA6E AT THE JOB 51TE'5 PERMIT BOARD BY THE LICENSED PEST CONTROL COMPANY. IT HILL CONTAIN THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A. COMPLETE TREATMENT FOR THE PREVENTION OF 51,113TERRRANEAN TERMITES. TREATMENT 15 IN AGGORDANGE WITH THE RULES AND LAH5 ESTABLISHED BY THE FLORIDA DEPARTMENT OF A5RIGULTURE AND CONSUMER SERVICES THI5 MODEL HA5 BEEN ENGINEERED TO RE515T LATERAL FORGE5 RESULTING FROM UP TO 160 MPH WIND SPEED, EXP. G R15K GATEWRY II 1 5EI5MIG GATEG0RIE5 A/6. ENGL05ED, 0.18 INTERNAL PRE550RE GOEFF. ENGINEERED DESIGN WAS GOMPLETED PER THE 6TI EDITION 2011 �"-LORIDA RE5IDENTIAL 4 BUILDING GODE5 (5EGTION5 R301.1.3 (RE5) 4 I(90q (BUILDING)) rE A5GE 1-10 STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: 0 SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ I/2" PLYWOOD OR 055 FASTENED H/ 2Y2"XO.131" NAILS 0 6" O.G. ALONG PANEL E06E5 AND 12" O.G. IN THE PANEL FIELD. I. ALL 5HEATHIN5 PANELS 5HALL BE ORIENTED VERTICALLY (LON6 DIRECTION PARALLEL TO 5TUD5) AND INSTALLED FULL HEIGHT OF SHEAR WALL - OR - 2X HORIZONTAL BLOCKING SHALL BE PROVIDED 1-0 SUPPORT ALL UNSUPPORTED PANEL E06E5 4 EDGE FA5TENIN6. 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMING 0 I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOUS FULL HE16HT OF 2N9 FLIOOR WALL FROM SOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 31'2"xO.131" NAILS 0 I6"o.c. USE (8) 3112"x0.131" NAILS 0 EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 6. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR NALL5 GQN51DERED A5 SHEAR WALLS. 8. HHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL, PANEL JOINTS SHALL BE OFT SET TO FALL ON DIFFERENT FRAMING MEMBERS. ®®®® INDIGATE5 LOGATIO11 AND EXTENT OF 5HEARNALL NHIGH REQUIRE5 5HEATHINC7 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TANDAIRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 1/2" PLYNOOD OR 05B FASTENED w/ P3 2y2"x0.131" NAILS @ 3" o.c. ALONG PANEL t ED6E5 AND 12" o.c. LN THE PANEL FIELD. NO 5TAPLE ALT. FOR THI5 A55EMBLY. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION ® HD-1 U5P HTT45 HOLDOHN* FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) LISP ® 5T-1 M5TGM40 STRAP w/ (14) Y4" DIA x 2144° LONG TAPGON5 INTO GMU. 05E ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) *ALTERNATIVE TO 5TBI6 ANCHOR BOLT SPECIFICATION: ANCHOR HOLDOWN UTILIZING THREADED ROD (REFER TO LISP SPECIFICATION FOR ANCHOR DIAMETER). EPDXY-5ET INTO CONCRETE FOUNDATION w/ U5P GIA-GEL 1000 EPDXY SYSTEM PER MANUF. REGOMMENDATION5. PROVIDE g" MIN. EMBEDMENT INTO CONCRETE. DO NOT LOCATE EPDXY-5ET ANGHOR5 HITHIN 1 34" OF FACE: ON CONCRETE FOUNDATION WALL GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516% ARE STILL ADEQUATE. • FASTEN SILL PLATES TO FOUNDATION WALLS WITH 1/2" DIA. ANCHOR BOLTS 0 4'-0" o.c. w/ T" MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG END) / 5T2-TZ (GMU FND) 5TRAP5 w/5PAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANGHOR5 PER PLATE, 12" MAXIMUM LROM PLATE EN05 (SEE END DETAILS). • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT 11 CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRONON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETU DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLoHiN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = !,500 psi:....... FOOTIN65 ),500 p51:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONO-- ETE EXP05ED TO THE HEATHER 514ALL NOT HAVE LE-55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL F001 IN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN(55 AND 5LAB5 ON 6RADE SHALL BEAR ON VIRGIN 501L OR q5% GOMT'AGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LA13 E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 516" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE-551VE 5TRENI OF Ig00 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DONEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HONW ON PLANS) • ROUGH OPIaNIN65 ARE NOT SPECIFIED ON BLOCK PLAN - SEE ARCHITECTURAL PLANS. • ARGHITEG I /BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMEN51ON5 PRIOR TO GON5TRUGTION. FLA - JM 2016 6ARA6E 5LAB 3 1/2" GONG. 5LAB ON 4" MIN, GRANULAR FILL ON 615% GOMPAGTED FILLNIRGIN 501L PORCH 5LAB 3 1/2" GONG. 5LAB ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L SLAB ON GRADE 3 1/2" GONG. 5LAB H/ bxb WIAAA WWF (OR FIBER ME5H ILO WWF) ON 6 MIL VAPOR BARRIER ON 4" MIN. GRANULAR FILL ON q5% GOMPAGTED FILLNIRGIN 501L FLOOR FRAMING •-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH. 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, • FLOOR 5HEATHIN6 SHALL BE 25/32" C.ONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"x0.131" NAILS 0 b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF I-RAMIN(v • ERECT AND INSTALL ROOF TRU 6E5 PER WTGA 4 TPI'5 BG51 1-14 "GUIDE TO GOOD PRACTICE F01= HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED i,*)OD TRU55E5." • SEE ROOF TRU55 UPLIFT GONNFGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN, 0513/PLYWOOD SHEATHING 2%, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W R5R5-01(2A x0.113' RING SHANK) NAILS 0 b' O.G. 0 PANI L ED6E5 4 0 b' O.G. IN FIELD. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPon P E%E5. FASTEN 5HEAT41% TO GABLE END 4 DRAG TRU55E5 w/ R5R5-01 NAILS o 3" O.G. • ROOF SHEATHING FOR MAIN ROOF i 1465E5 SHALL EXTEND GONTINUOUBLY UNDER ALL OVERFRAMIN6. • TRUSS ALL LARGE VALLEY SETS. 1 /15TEN EACH END TO TRU% BELOW W USP MTNI2 AND (2) 3NO.131" TOENAILS To EACH TRU% BETYCEN. FOR SMALL OR IRREGULAR AREAS OF OVERFRAMIR,, PROVIDE 2x4 (MIN) RAFTER OVERFRAMIN6 0 24' O.G. FA5TENEI' TO TRUSS BELOW W LISP MTWI2 4 (2) 3"xO.131' TOENAIL5 EA. END (MAX. 4' LENGTH BE:THEN SUPPORT POINTS) • ALL METAL HAN6ER5 SHALL BE 5PF6IFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWI5E NOTED. • ROOF TW% SHOP DW65. 94ALL E3E `UBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 20 LEDGER FASTENED TO FRAMING w/(2) 3NO.131' NAIL5 0 16" O.G. ((3,) 3"xO.131" NAILS 0 24' O.G) FK -li- MT. t •. •.- ii� •• •.. III. - u .. 1 R _.,,, I:rr • 1:. rr Ague •� �: IJ.. ��•�� .i lu. I:.rr r< .J ._ 1!ZZ71 Window It Door Allowable Wind Pre55ure5 UP TO 160 MPH Wind Zone Exp G P Sk Gat II, Endo5ed 0.1b Internal Pre55ure Goeff. OPENING 51Z1 INTERIOR ZONES END ZONlES 3'-0" X 6-8" DOOR AI +55.6 P5F/-38.8 P5F +35.6 P5F/-465 P5F 2-0" X 3'-0" NNDH BI +31.3 P5F/-405 P5F B2 +51.3 P5F/-4q.g8 P5F 3'-0" X 51-0" NNON GI +56.5 P5F/-3q.b P5F G2 +3b.5 P5F/-482 P5F V-0" X 1'-0" DOOR DI +53.2 P5F/-36.3 P5F D2 +332 P5F/-41.1 P51F III X T-0" DOOR EI +51.1 P5F/-34.8 P5F E2 +31.1 P5F/-38.6 P5F 6-0" X 11 5.6.0. FI +32.4 P5F/-35.4 P5F F2 +52.4 P5F/-41.2 P5F ® End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. NOTE: Pressures charted here ore allowable pressures w/ a max. meal roof height of 25ft. Values are permitted to be converted per A5GE 1-10 section 2.4.1 to get on equivalent ultimate load pressure. Divide allowable pressures by a factor of O.b to obtain ultimate pressures. I• DE516N 15 BASED ON: 6th EDITION (2011) FLORIDA BUILDIN6 GORE. • HOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF DEAD = 1 P5F T.G., 10 P5F B.G. LIVE = 20 P5F LOAD DURATION FACTOR = 125 FLOOR LIVE = 40 P5F (30 P5F 0 5LEEPIN6 AREA5) DEAD = 10 P5F (I-JO15T5 4 SOLID SAW (20 P5F 0 TILE) LATERAL (SEE NOTE5) SEISMIC (SEE NOTE,) 501L SEE FOUNDATION NOTES (BUILDER TO VI RIFY) GENERAL FRAMING • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD GONNEGTION5 TABLE (IRG TABLE R602.3()) OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LEN6TH REWIpED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANLFAGIURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HAi16ER5 USE COMMON NAIL DIAMETERS NOT :)IC FRAMIN6 MIN NAIL5. • EXT. 4 INT. BR6 NAL.L5 SHALL BE 2x4 (UNLE55 NOTED t gHERWI5E ON PLAN) A lb" O.G. 5PF OR 5YP #2 GRADE LUMBER, OR B=TTER, U.N.G. WALL5 OVER T TALL SHALL BE PER PLAN • ALL HEADEIRS, BEAMS t OTHER 5TRUGTURAL MEMEER5 SHALL I E SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). ALL HEAVERS HAVE BEEN DE516NFD BASED ON � ALGULATED LOADS 4 51ZED AGGORDIWLY. CODE TABLES HAVE NOT BEEN U5ED. • ALL NON -BEARING INTERIOR STUD HALL5 SHALL BE G()N5TRUGTED WITH 2x 15TUD' GRADE MEM5ER5 SPACED 0 24" O.G. (MAX., U.N.0) • HEADERS IN NON -LOAD BEARING H4LL5 SHALL BE: (1)2x4/6 FLAT 0 OPENIN65 UP TO 4', (2)2x4/6 FLAT UP TO V • ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-I5). • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 'L5L' - Fb=2325 Psi; Fv=310 psi; E=1.55x10^b psi • 'LVL' - Fb=2600 pri; Fv=285 psi; E=2.Ox10"b W• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES, TOGETHER. WITH 3 ROH5 OF 5NO.12C" NAILS 0 8" O/G OR 2 ROH5Y4"x0)2" U5P HOOD 5GRE05 (OR 51'2" TPA65LOK 5GREH5) 0 1611 01 1,5E A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/SG:EH5 2" FROM E06E. 50LID 3Y2" OR 5)q.' BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL HIM, FASTEN PLIES TOGETHER WITH 3 ROHS OFY4"xb" LISP HOOD 5GRENI5 (OR b %'" TRU55LOK 5GRE1^6) 0 16" O/G. USE A MINIMUM OF 4 ROHS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGF5 (ONE SIDE', ONLY FOR: TRU%LOK 5( REW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID T' BEAM 15 ACCEPTABLE. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDDCATE5 THE NUMBER. OF JACK 5TUD5 REQUIRED, U.N.O.. • FOR STUDP05T 6ROUP5 SPECIFIED ON PLANS AS (4), 05) OR (b), FASTEN PLY5 w/(23"x0.131" NAILS o 6" O.G. OR (2)5"x0120" NAILS <I 4" O.G. (ALL PLY5, FULL HT. OF POST) • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FNDA3EARIN6. BLOCKING TO MATCH P05T ABOVE. • FASTEN 2x HOOD PLATES TO TOP FLANGE OF STEEL BEAMS WITFI P.A.F.'5 ('HILTI' X-GF PINS OR EQUAL) 0 16" O.G. 5TAG6ERED, OR 1/2" DIA. BOLTS 0 48" O.G. 5TA66ERED. • ALL EXTERIOR 4x4 WOOD P05T5 SHALL HAVE U5P G44 GAP 4 PA44E BASE, U.N.O. CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLD6. ELEMENT 5NO.131" NAILS YW.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK.'6. NAILS 0 4" o.c. NAILS 0 4" o.c. - STUD TO 50LE PLATE 2 TOENAIL.5 (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS co 8" o.c. TOENAILS 0 6" o.c' _ 13LK'6. BTWN. 757 TO TCW PL. 3 TOENAIL.5 (5) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" ox. DOUBLE TOP PLATE LAP SPLICE 1 g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNERS 4 INTER5E6TIN6 WALLS (2) NAILS (2) NAILS _ * 21142'x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE HHERE * ARE SHOWN) seal: SEP 2 4 2020 ,,aecaleeaa®� ,• �P�"��� ENS.ti ni 77,i24 �4OR�OP ?' .�S /ON A1-tiCv�`® F .,n•u © copyright: MULHERN & KULP Structural Engineering, Inc, aCD z JFr W W N z Q CDc- z W a J � �4 s H c N >> J m E >. Ja z do N �® 8 y1.161 m` W N M&K project number: 195.19004 projectmgr: JSB drawn by: KAR issue date: 09-23 2( REVISIONS: date: initial: REvaELLJ WE C®DEC M ST. LUCIE'IC B QP ^� 00 FORS 1AN(I--' UNT'Z Lij U w `1 Q, r � V r1LE CU 2 0- 2 U 0 UJ q) Z >- LL. Z L1i 0- X Ld 0 Q" 0 >~ sheet: So,, 0 0 A wo,"A a I III MB-3 GARAGE DOOR WINDOW/DOOR OPENING DIMENSION5 ARE NOMINAL. BUILDER TO VERIFY ALL OPENING SIZES AND COORDINATE ROU6H OPENIN65. MB-2 I8'-4" I • • I Ir • • i r GMU BL®GK P®UNPATION PLAN 5G,ALE: I/8"=I'-0"'(IINIT SHEET SIZE) ELEVATIO SCALE: I/4"=1'-0" (22"x34" SHEET SIZE) I I In O I N 11 O 0-.11 MASONRY LINTEL DETAILS REINFORGETENT s MARK DE516NATION TOP BOTTOM 5HEAR REINFORGBIEW M3-1 8F8-013/0T — MB-2 8F8-I5/0T (1) M5 MB-3 BFIb-IBAT (1) •5 (1) •5 #3 VM Ii TIES 0 4'oc. w/ MB-4 8F16-2BAT Q) M5 0 •5 I80 DEGREE HOOK T45 APPF.pVED LINTEL MANIFAGTURER5 APE GA5T-GRETE 4 QUALITY PREGA5T W. .I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REGIMIED. 3. ALL LINTELS SHALL HAVE 4' MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT 51 BE 6RADE 60, f9=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. (SENERAL 57RUCTURA L NOTES FOUNDATION • DE51614 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • FASTEN SILL PLATE5 TO FOUNDATION WALL5 WITH 1/2" VIA. ANCHOR BOLTS 0 4'-0" o.c. W T MIN. EMBEDMENT INTO GONG. OR U5P FA3-TZ (GONG FND) / 5T2-TZ (GMU FND) STRAPS W/SPAGIN6 PER MANUF. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, IT MAXIMUM FROM PLATE ENDS (SEE FND DETAILS). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FA5TENERS IN CONTACT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. • CONCRETE PE51CYN 5A5ED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2500 psi:....... FOOTINGS 2,500 psi:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL. BEAR AT LEAST 12' BELOW FINISH CRAVE. • FOOTIN65 AND SLAB5 ON CRAVE SHALL BEAR ON VIR61N 501L OR 95% COMPACTED FILL. • PROVIDE GONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTi 1L'R LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. (10'-0" O.G. RECOMMENDED, 15-0" MAX) • MINIMUM LAP 5PI .ICE5 ON ALL REINFORCEMENT SHALL BE 48 BAR VIA. • HOOKS SHALL EV PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUf SHALL BE A" G416 F'c=3000 P51 W MAX %" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM C90 WITH A MINIMUM COMPRESSIVE 5TREN6TH OF HOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G2.10, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •El REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS BILL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE z1li[j AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE OM GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G.4N 1 � '� EXTERIOR WALLS. (A5 SHOWN ON PLANS) ' Oi 0cc • ROUGH OPENINGS ARE NOT SPECIFIED ON BLOCK PLAN - 5EE ARCHITECTURAL PLANS. • ARCHITEGT/BUILDER TO REVIEW 4 VERIFY ALL BLOCK PLAN DIMENSIONS PRIOR TO CONSTRUCTION. "_ Im X16 FILE s ak SEP 2 4 2020 'a C. ..Rf41`®io- No 77824 Q jr S TE OF JP? 0e mi ORS ° © copyright: MULHERN & KULP Structural Engineering, Inc CCD r � w r W r z o t CD a' z a � d o U � a ILUv� •� a J ® E d ¢A Z do v_ I W Y ® O H mp W O N M&K project number 195.1 9004 ptojectmgr: JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initial: Q.. O z Wn ® 4- nZ t--) W zi O z ILL� 0 LL z W C> �- OW. U W .1 O ° M (� O sheet: LEFT HAND 'IND _® ROOF FF 56ALE: 1/8"=1'-0" NG PLAN ELEVATION B I • //r r / ' L -/ IJ I I rr a• I1�ll I+a/ ♦ I .•ll /I� I:.rr / I:.rr due •� lu.. i - �" : � /i W IC.rr CONNECTION SPECIFICATIONS (TYP. U.N.0) GONNEGTION TYPE GONNEGTOR UPLIFT GAP. FASTENING TRU65 TO ML TOP PLATE OR BM U5P RT16A --bq57 (4) 2"X0.148' TO TRU55, (8) 3'X0.148' TO PLATE 61RDER TR. TO P05T (SPAN S20') 77 HTN20 1145# (20) 'X0.148" 61RDER TR. TO P05T (5PAN >20' 2 U5P HTH20 22qO# 20 WX0.148" FLUSH BM. TO P05T U5P HTN20 1140 20 3'X0.148" VALLE'i TRU55 TO BA5E TRU55 2 820# 14 2 X0. STIGIlU5P MTN12 820# 3 2 Xo.148 2 "U T R 2 ROOF TRU55 TO CMU U5P HTAI6 1870# (4) "X0.148' ROOF 6:RDER TR. OR ROOF FLUSH BM. TO GMU U5P HTA16 1670# (4) 2"X0.148' seal: l SEP 2 4 2020 No 77 24 9 ^ S TE OF dle' 1 T � a•��N It d opyright: MULHERN & KULP Structural Engineering, Inc A CD i/Y Z JW w Z o Z -w Q � m ®� U _ ♦ c� r� ® Q C -%, Ui JZ v_ ®� w y �®y m ie®®® Ig.' M a MEW M&K project number: 195-1 9004, projectmgr: ,JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: Initial: HOLD-DOWN SCHEDULE 5YMBOL 5PEGIFIGATION HO-1 U5P HT745 HOLDONN* FA5TEN BUILT—UP P05T5 5UPPORTIN6 ROOF Co.T. TO GMU HALL W/ (1) U5P 5T-1 M5TGM40 STRAP w/ (14)Y4" DIA X 2144" LONG TAPGON5 INTO GMU. ME ONE STRAP TOTAL PER BUILT—UP P05T, U.N.0) *ALTERNATIVE TO 5TBI6 ANGHOR BOLT 5PEGIFIGATION: ANGHOR HOLDONN UTILIZING THREADED ROD (REFER TO V,P 5PE0FIGATION FOR ANGHOR DIAMETER). EPDXY-5ET INTO GONGRETE FOUNDATION W U5P GIA—GEL 1000 EPDXY 5Y5TEM PER MANOR RECOMMENDATIONS. PROVIDE 4" MIN. EMBEDMENT INTO GONGRETE. DO NOT LOCATE EPDXY-5E.7 ANGHOR5 NITHIN 1 3/4" OF FACE ON GONGRETE FGWATION HALL FILE LEGEND • INTERIOR BEARING HALL ® • � _ _ _ � BEARING HALL A50VE • _ .. _ BEAM / HEADER • 117�T7791 lLli1JJ ANT OF OVERFRAMIN6 • J L METAL HANGER • � m INDICATES 5HEARNALL • 1!0- INDIGATE5 HOLDONN REFER TO 50.0 FOR W � J z (W ��..JJ U J UJ O u� Q� z O a.w a C� °o °�- uL~ r-, LL Sheet: LEFT HAND v MAX. / HEEL HT. 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL- -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS NI 0 PROVIDE SOLID SHIM BETWN TR065 4 GONNEGTOP IF TRU55 LOCATED LESS THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL F. BY WINVOW/DOOR MANUFACTURER SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE W NOPI OR SIM) 0 EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM IL� 2x4 GAT5 0 16"o.c. FASTENED TO SABLE END FASTEN 5HEATHIN5 TO 2x4 TRU55 w/ (2)3"X0.131" BLOGKIN6 w/ 2 %"xO.II3" TOENAILS. PROVIDE (1) U5P RING SHANK NAILS o 6"o.c. RT3A CLIP 0 OVERHAN65 > 12" {� -ROOF SKIS SHALL BE GABLE END VERTICAL WEB OONT. 24" MIN REINFORCING AS REQURIED L ONTO ROOF BY TRU55 MANUF. U5P H6AMIO CLIP o 36"ox- EXTERIOR 5HEATHIN6 EDGE NAILI"N5 - 2Y2"x0.131 NAILS 0 6"oc. PROVIDE ®If BARRIER PLATE 53EELON 2x4 BRACE W2x4 T-BRACE, HOOD MEMBERS ON GMU 5PACEV a 4'-0" O.G. MAX. "IliaNAILS a 12'OL. VERT KALL REINF. TO • Ir �i all REINF. GMU WALLJ -SEE PLANFOR VERT. SHEAR 4 HORZ. REINF. SPECS TYPICAL SHEAR n:2TRANSFER DETAIL ®iTRAlA NSFER DETAIL ®Jec" IsA1•46o' I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF I%W" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-)2" MIN. FROM EPEE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EGUVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN5 2X BUCKED OPENIN6, USE (3) ROWS OF 3"xO.I31" NAILS STAGGERED 0 12" D.G. 0 EA. 5UGCE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (EA5TENINS) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2-Y2"xO.131I' NAILS o 16' O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFACTURER'S SPECS. 6. FA5TENIN6 SPECIFICATIONS ARE MINIMUMS. ANY FASTENING REQUIREMENTS PROVIDED BY THE MANUFACTURER WHIGH ARE 6REATER THAN THOSE SPECIFIED SHALL SUPER-SME TH05E OF NOTE5 1-5. 'o 2x4 B' r h 6 yr/ (3)3 V NO 14 EACH Eti (4) 3 1/4'xO.131 NAILS - PROVIDE 2x4 BLOGKIN6 0 48" O.G. IN FIRST (3) BAYS OF ROOF TR155E5-GUT TO FIT TIGHT BETWEEN TRUSS BOTTOM CHORDS FASTEN DRYWALL TO BLOGKIN6 w/5GRE,15 /NAILS 0 6" O.G. 2x&xl2" P.T CENTER BUc rl heg 4 (1) #5 IN BOND BEAM 1 (1) #5 BAR IN PRECAST LINTEL I (2) #5's VERTICAL IN GROUT FILLED CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #5 15 REQUIRED (U #5 VERTICAL IN GROUT FILLED GELL (IF REQV PER PLAN) ENTIRE GOLUMN TO BE 6ROUT FILLED I 11 PROVIDE # OF DOWEL5 0 SLAB TO F F" �/ MATCH VERT. BARS w/ 30" MIN LAP SPLIGE NOTE: ALL HOOKS AND 5FLIGE5 TO BE GON5TRXTED AND SIZED PER NOTES 6ARA6E DOOR C(:�)�T. MNI FORGING DETAIL RM 5EE DETAIL I FOR • Y2" VIA. J-BOLT* ADDITIONAL GONNEGTION (SEE BELOW) INFO NOT SHOWN HERE 2X4 P.T. TOP BUCK • 2X8 P.T. BUCK EACH FASTEN EA. ROOF TRU55 TO GMU SIDE OF OPENING w/ USP HTWMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Ya" PROVIDE (5))s" PIA. J-BOLT* W/ 5Y2" PIA. x 2,v4" LONG POYERBOLT a F ° EMBEDMENT AT EACH DOOR BRACKET, �E PROVIDE MOISTURE BARRIER o EACH 51DE OF DOOR. PROVIDE (OY2" x 3{b PLATE N5P NOPI OR 51M) 0 •E N u> THICK WA5HER W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ARV. CURB REST EQUALLY EACH `� SPACED APPROXIMATELY 24" O.C) PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES 0 EVERY MITRE PREGP6T OTHER BAY FA5TENED TO GMU w/ (3) CONCRETE LINTELS TO * INIS5 ON PROVIDEY2" VIA. x 8" LONG U5P Ya" DIA. x 3Y2' LONG TAPGON5. 8�:g� SGREWBOLT OR APPROVED EQUAL IN FASTEN BLOGKIN5 TO ROOF TRUSSES PLACE OF J-BOLT IF MISSED DURING w/ (2) 3 Ya'x0.131" NAILS 0 EA. END. GON5TR0GTION �n�RME DOOR BUCK DETAIL n RETROFIT DETAIL PER 2011 FBG 6TH ED, R703.12.1: SOFFITS AND THEIR ATTACHMENTS SHALL BE CAPABLE OF RE515TIN(9 WIND LOADS SPECIFIED IN TABLES R3012(2) AND R3012(3) FOR WALL5 U51N6 AN EFFECTIVE WIND AREA OF IO SQUARE FEET. NOTE: COORDINATE SOFFIT OVERHANGS WITH ARCH AND TRU55 MANUR PRANIN65 BATT OR BLOWN — INSULATION PER ARCH FIBERGLASS SHINGLES OR TILE ROOF PER ARCH rWA:7S13i REFERADVIL ■ • * •N���r INFr• •* �pq 10 ■ I:' = 8" GMU BLOCK TYP. GONG, SLAB: REFER TO FOUNDATION DETAILS (FDI.0) 4 PLAN e GRATJE "•z .; I I_ �LTI�� I�lll III 11==L—I I III'a: I�� GLEAN " I � � MONOLITHIC FOUNDATION COMPACTED I,-0. W/ 2) #5 HORIZ. GONT. ON "ODE COM FILL 0 IPA MIµ GHAIR51'3" MIN. COVER) �y j ���iOE STANDARD DEN5ITY 1130 TYFICAL I -STORY WALL SECTION B SCALE: N.T.S. CONNECT END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT PONEL w/ STANDARD HOOK REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. GROUT LINTEL ASSEMBLY SOLID 42" MAX. HEEL HT. REINF. 6ROUTE12 8"x8" GOLUMN w/ (1) #5 BAR (1) #5 BENT DOWEL — w/ STANDARD HOOK CONNECT ENDS OF MITRED MASONRY LINTELS w/ (1) #5 BENT DOWEL P10ORZH CMU CORNER COLUMN DETAIL M seal: 5EP 2 4 ?V( _*011oee"".. No 77824 r, £T E OF cu {.erneaa7��®a © copyright: MULHERN & KULP Structural Engineering, Inc. aCD z_ w ■ w ■ z ® CD Q' z ■ w a ■ JLZ ■ = = o ® I- U r Q = S"S� H- m I,u N S j m ■ J � ■�Q > a ■ Z v o go * LU 8- co a \ i M&K project number 1 95- 1 9004 projectmgr: ,JSB drawn by: KAR issue date: 09-23-20 REVISIONS: date: initial: w UJ i Ci z 1... i �� i0C� �w I .. U U7 FILF ( L c4 BOND BEAM w/ 0 GONT. (1) #5 REBAR CONNECT EN05 OF MITRED z Ld ' MASONRY LINTELS w/ (1) #5 a T BENT DOWEL w rn O zm INTER5EGTIN6 MB-2 J LINTEL L l�", r LL -AN6LE GUT AS 1— SHOWN ON PLAN VIEW Z Sri W o w CO co ° IL sheet: m a 8" GMU BLOCK (1) #5 FROM FT6. TO BOND BEAM. SPLICE TO BE MIN. 30' GROUT CELL 50LID i C� COMPACTED FILL 0 45% STANDARD DENSITY 8" GMU BLOCK TYP. SLAB ON GRADE: ll CONCRETE LEDGE GAN 3 I/2" GONG. SLAB W bxb (1) #5 FROM FT6. BE REPLACED BY GMU TO BOND BEAM. BOTTOM COURSE CUT WI.4xl.4 WWF (OR FIBER MESH TO SLOPE OF GARAGE SPLICE TO BE MIN. ILO WWF) ON 6 MIL VAPOR 30" GROUT CELL SLAB BARRIER ON 4" MIN. SOLID TYP. GARAGE SLAB: 6RANULAR FILL ON G5% g 4" GONG. SLAB ON 4" GOMPAGTED FILL/VIR6IN 501E MIN. GRANULAR FILL ON MATCH GMU 95% COMPACTED ;;wi LE06E PER FI IR61N 501L 4 ' ' ' I/FDI.0 1LI-I=1 4 _ _ 41 III=1— 1T' 9 I I —I I I —I I I 1111—I 11—'' —I 11111=�— I=1I1 III —III — 'ill--� J)-1—I ll=1Tf =J I=1_TI=1 f 11(=1 I(=I I I • 111II�TIII — I�III�II111I �� I��II�I11- W4ERE 20 STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS SECTION W/ B! GARAGE INTERIOR GARAGE SLAB -SEE DTL I/FDI.O MONOLITHIC FOUNDATION W/ (2) #5 HORIZ. GONT. ON GHAIRS (3" MIN. COVER) ._.L�a. n44 ,a . �. ''.. I —ICI � 4 ' •�4 �� ��111,;,111-' III„ —,II 4 4 �.,�.. II TYP. 51LL PLATE -5EE DTL I/FDI.O SLAB ON GRADE -SEE DTL I/FDI.O PLAIN CONC. THICKENED MONOLITHIC FOUNDATION W/ SLAB (2) #5 HORIZ. GONT. ON 12'W (5EE PLAN FOR SIZE) GHAIRS On MIN. COVER) MIN. CENTER FT6. ON WALL ABOVE TYPICAL THICKENED SLAB ® INTERIOR 6ARAISE WALL Q' SCALE: 3/8"=1'-O" c,LtAIN � . —I IF-- �--MONOLITHIC FOUNDATION COMPACTED 11-0' 1 W/ (2) #5 HORIZ. CONT. ON FILL o 95% MIN. CHAIRS 0" MIN. COVER) STANDARD DENSITY H{ERE 2ND STORI OCCURS FT6. SHALL BE V-4' WIDE w/ (2) #5 BARS 6ARA6E CURB DETAIL 2 ,cKe, tin, IF INTERIOR BEARING WALL/SHEAR WALL 2x P.T. BOTTOM PLATE w/ HILTI X-GT- 12 Pb SLAB ON 6RADE PINS OR EG2UUAL o 36" -SEE FND. PLAN O.c. 4 Y . 4 ' .. j4 MONOLITHIC FOUNDATION W/ -PLAIN GONG. THICKENED (2) #5 HORIZ. GONT. ON 12"W SLAB GHAIRS 0" MIN. COVER) MIN. 1 (SEE PLAN FOR SIZE) TYPICAL THICKENED SLAB ® INTERIOR BEARING WALL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIEIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: SEI? 2 4 2020 ®bamoe®epaej ENS 8" CM BLOCK _ TYP. SLAB ON GRADE: 3 1/2" GONG. SLAB w/ bxb= Q) #5 FROM FT6. TO BOND '' }1 e TE OF BEAM. SPLICE TO BE MIN. ` WIAAA WWF (OR FIBER MESH 30" GROUT CELL SOLID ILO WWF) ON 6 MIL VAPOR I7P• PORCH SLAB: BARRIER ON 4 MIN. 4' CONC. SLAB ON 4' MIN '+r :z GRANULAR FILL ON 95� ©opynght �14ULHERN& KULP 6RANX AR FILL ON 95% GOMPAGTED FILLNIRC71N SOIL 6tructural Engineering, Inc. COMPACTED FILL/VIR6IN SOIL 4 V. Q € 4Z LU 4 , III—III—III—� I - w ;INT ZZJJJ� � -1I I ��I I II' W_ a _ _ I- MONOLITHIC FOUNDATION ■ GLEAN 1Ill I I1j11L"' W/ (2) #5 HORIZ. GONT. ON COMPACTED CHAIRS (3" MIN. COVER) a=c E FILL o 95% I• 1 ~ :2STANDARD m MIN. E DENSITY WHERE 210 STORY a a' OCG1R5 FTC. SHALL BEWJ 1'-4' WIDE W (2) #5 BARS® W ® 8 111111"M a EXTERIOR WALL ® PORCH SLAB DETAIL[ low M 3 scNa N,'a IF M&K project number: 195- 1 9004 projectmgr: JSB drawn by: KAR TYP EXT. WALL BEYOND issue date: 09-23-20 7 � T -5EE DTL 2/FDI.O REVISIONS: I I GARAGE SLAB date: Initial: I -5EE DTL 2/FDI.O 6RADE a 4• ��� 11,�1111 III � � IIIIIIIIIIIIIII - -III— N s —' 12" WIDE GONG. 4 , TRENCH FOOTING 4, REINFORCEMENT W -SEE DTL I/FDI.O ✓ I _ MIN. �-� FJ - 1 TYPICAL SLAB ON ISRADE PERIMETER FOOTING 1661RAISE ENTRY REVIEWED . � SCALE: 3/8'=I'-O" CODE COMPLt CE ST. LUCK TY BO; 6ROUT LINTEL A55EMBLY SOLID BOND BEAM w/ a GONT. (1) #5 REBAR r� VINYL SOFFIT (A5 V / U CHOSEN BY BUILDER) T 0 PRECAST LINTEL SHALL MEET R103.11.1 -SEE PLAN -INSTALL PER MANUF. CONNECT EACH END OF SPEGIFIGATIONS MASONRY LINTEL TO TOP REINF. GROUTED GUT EVERY OTHER I" DEEP SAW GUT CONTROL JOINT WITHIN OF PIER/ WALL w/ (1) #5 GMU COLUMN W ^ WIRE OF W.W.F. 0 24 HOURS OF POUR MID -WAY INTO SLAB BENT DOPEL w/ 24" LE65 (1) #5 BAR FILE COP CONTROL JOINT -LOCATE OF o SLAB CORNERS & OTHER AREAS WHERE CRACKS ARE TYP. PORCH SLAB LIKELY TO OGGUR OJ #5 FROM FT6. TO BOND -5EE 3/FDI.O 15' MAX BEAM. SPLICE TO BE MIN. 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