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1763 ATLANTIC BEACH DR - NEW HOME STRUC. DRAWINGS C C (D ° E- o cn_ .•- I� o L T� � '� _ •� mT3 DESIGN CRITERIA AND LOADS SHEET INDEX " '° 7) E 6 Q �' .0 TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIRE ENTS TABLE 7: METAL CONNECTOR SCHEDULE ° _ � ' N ` 0 •L y 0.0 U N O ��� 0 O o � H o� ST-1......................STRUCTURAL SPECIFICATIONS Q o a - Q Q - o o p O O C O N Qt'-.� NOTES 3,4 = o- o O 3 0 3 0 USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL ST-2......................FOUNDATION PLAN p.__.o = U - Q Building Code th STUCCO AND DIRECTLY 15 ST-3......................1ST LEVEL STRUCTURAL FRAMING PLAN O o 0.9 U a o � LO O �a = o-¢ Florida Building and Residential Codes,5 Edition(2014) O z ADHERED STONE MIN /32"32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR(/6' 24/16 _ ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE ST-3A....................1ST LEVEL ROOF FRAMING PLAN .>� °a`o.o u a E P°a INSTALLED HORIZONTALLY) W/8d COMMON: 6"O.C.AT PANEL EDGES, 12"O.C. I THE ST-4............. 2ND LEVEL STRUCTURAL FRAMING PLAN IF APPLICABLE) �` E °o .Q C4 Code for Design Loads w = NOTE 6 SIMPSON ( >D R � `_ 2 E O 3 ANSI/ASCE 7-10 I- �' ( ) FIELD. 2x4 BLOCKING IS RE COMMENDED AT UNSUPPORTED PANEL EDGES. SIMPSON SIMPSON FASTENERS USP USP FASTENERS SIMPSON USP USP FASTENERS ST-4A....................2ND LEVEL ROOF FRAMING PLAN(IF APPLICABLE) Y a U--0_0 U U `o ° x w FASTENERS 0 1 _ (8)%4"x 1 %2'SDS SCREWS (8) 4'x 1 2'WS15-GC ST-5.......................TYPICAL WALL SECTION SHEET ROOF LOADING ...............................................C - 1.25 Cd ¢ ALL OTHER VENEER MIN 7/6"24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZ NTAL 1,2,3 1,2,3 WOOD SCREWS IN STUD ST-6............. .... .. SECTIONS AND DETAILS IN STUD (9)10d COMMON (9} 10d COMMON � � � 1999 Wells Road TOP CHORD LIVE LOAD..................................20 PSF O N W/8d COMMON: 6"O.C.EDGES AND FIELD UNBLOCKED HORIZONTAL PANEL E GES); DTT2Z 1 1 DTB-TZ /„O x 4%"EMBED EPDXY CS18 EACH END OF CS20 EACH END OF ST-7......................SECTIONS AND DETAILS(IF APPLICABLE) TOP CHORD DEAD LOAD................................7 PSF o ¢ (NOTE 8) ( ) /2"(�x 4/"EMBED EPDXY 2� OR SCREW ANCHOR STRAP STRAP� 6"O.C.AT PANEL EDGES, 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES) OR SCREW ANCHOR Orange � BOTTOM CHORD LIVE LOAD ATTICS WITH LIMITED STORAGE...............20 PSF(PER FRC) (18)0.162"x 2%2'IN (18)0.162"x 2%2"IN LEGEND MIN 15/32'32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION 1,2,3 STUD/BEAM/TRUSS 1,2,3 STUD/BEAM/TRUSS 1 1 I ATTICS WITHOUT STORAGE......................:10 PSF 0 O N TILE ROOF HTT4 HTT45 MTS12 (7) x 1 /z" MTW12 (7) x 1 /2' OR "OR"SHALL MEAN THAT EITHER OPTION PROVIDED IS AN EQUAL (NON-CONCURRENT) z (NOTE 7) PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 4 O.C.AT PANEL EDGES AND 5/"O x 6"EMBED ANCHOR ftp x 6"EMBED ANCHOR EACH END EACH END BOTTOM CHORD DEAD LOAD...... 0 = cn 8"O.C. IN THE FIELD IN CONCRETE IN CONCRETE ALTERNATIVE FOR THE APPLICATION SHOWN ........ .........5 PSF F- v u_ ¢ UNO UNLESS NOTED OTHERWISE ON PLAN OR DETAIL O w SHINGLE AND METAL ROOF MIN 7/6"24!16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION (26)0.162"x 2%"IN (26)0.162"x 2%2'IN O EOR ENGINEER OF RECORD O = Z PERPENDICULAR TO SUPPORTS W/8d RING SHANK NAILS: 6"O.C.AT PANEL ED ES, 12" 1,2,3 STUD/BEAM/TRUSS 1 z,3 STUD/BEAM/TRUSS 9 10d COMMON WIND LOADING................................................. Cd=1.60 0! U) (NOTE 9) HTT5 HTT45 MSTA24 (9) A COMMON MSTA24 O EW EACH WAY O.C. IN THE FIELD. 5/8"f1J x 6"EMBED ANCHOR 5/"QJ x 6"EMBED ANCHOR EACH END EACH END 1 1 1 W ASCE 7-10,3S GUST........................................ 130 MPH OSB ORIENTED STRAND BOARD LJ..1 BASIC WIND SPEED FLOOR DECK SHEATHING: 23/32'T&G OSB OR PLYWOOD W/10d COMMON: 6"O.0 AT PANEL EDGES, 12"O.0 IN THE IN CONCRETE IN CONCRETE WSP WOOD STRUCTURAL PANEL EXPOSURE CATEGORY.................................. C (NOTE 5) FIELD. (20)%4"x 3"SDS SCREWS (24)3"WS IN STUD SYP SOUTHERN YELLOW PINE Z BUILDING CATEGORY..................................... II MIN 3/g"OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/8d HDQ8-SDS3 IN STUD GROUP PHD8 GROUP (13)10d COMMON (13 10d COMMON ENCLOSURE CLASSIFICATION. ENCLOSED PORCH CEILING BOARD SHEATHING: 8„ MSTA36 MSTA36 ) SPF SPRUCE-PINE-FUR COMMON: 3"O.C.AT PANEL EDGES, 12"O.C. IN THE FIELD. g O x 12"EMBED ANCHOR g fZf x 12"EMBED ANCHOR EACH END EACH END CONT CONTINUOUS C7 INTERNAL PRESSURE COEFF....................._ 0,18 IN CONCRETE IN CONCRETE O.C. ON CENTER C&C DESIGN PRESSURES.............................. (SEE TABLE 1) "SW"DESIGNATED SHEAR WALLS: MIN X16"OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL W/8d COMMON: 3" (38)16d SINKERS INTO (38)16d SINKERS INTO (11)10d x1 %"IN (11)10d x1 Y2"IN LSL 1.55E TIMBERSTRAND LSL ENGINEERED LUMBER, 1 3/4"WIDE, UNO. ( Q NOTE 8) O.C.AT PANEL EDGES, 6"O.C. IN THE FIELD (UNBLOCKED HORIZONTAL PANEL EDGES), STUDS STUDS TRUSS/RAFTER TRUSS/RAFTER (3 1/2"WIDE LSL BEAMS ARE EQUIVALENT TO 2-PLY 1 3/4"BEAM) W 12"O.C. IN FIELD(BLOCKED HORIZONTAL PANEL EDGES). STHD14 STAD14 HTS20 1 „ HTW20 1 LVL 2.0E MICROLLAM LVL ENGINEERED LUMBER, 1 3!4"WIDE W WET EMBED IN WET EMBED IN (11) 10d x 1 /2 IN (11)10d x 1 /2' IN FLOOR LOADING..............................................Cd=1.00 CONCRETE CONCRETE STUD STUD PSL 2.0E PARRALLAM PSL ENGINEERED LUMBER, 3 1/2"WIDE, UNO. TOP CHORD LIVE LOAD.................................. 40 PSF NOTES: TOP CHORD DEAD LOAD................................10 PSF 1. FOR SHEATHING THICKNESS GREATER THAN 15/32"CATEGORY(32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIE OF 8d RING (10)10d x 1 %2"NAILS IN (8) 10d x 1 %2'NAILS IN (5)8d x1 %2'IN (5)8d x1 %2"IN SYS 42 PROPERLY RATED OPEN WEB HEADER o Q CD BOTTOM CHORD LIVE LOAD.......................... 0 PSF SHANK NAILS. (0.148"x 3"LONG). 2 STUD 2 STUD H2.5T/ TRUSS RT7/ TRUSS ,N LTT20B LTS19 INTERIOR ROOF LOAD BEARING WALL,SPECIFICATIONS BOTTOM CHORD DEAD LOAD........................ 5 PSF 2. COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/8d GALVANIZED BOX NAILS. %2'!D x6"EMBED EPDXY 3/4'O x6"EMBED EPDXY HA8 (5)8d x 1 %2"IN TOP RT7AT (5)8d x 1 %2"IN TOP OUTLINED ON TYPICAL WALL SECTIONS, DETAIL SHEETS N 3. ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL. OR SCREW ANCHOR OR SCREW ANCHOR PLATE PLATE c? SPECIAL FLOOR(GAME ROOM)LOADING....0 -1.00 4 CURREALL ONOD STRUCTURAL PANEL T APPROVED APA.MANFSSPECIFIHALL OCATIONSTO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLE ENTS OF 1 12 16 CO (5)10d x1 %2'IN (5)10d x1 %2'IN -- INTERIOR BEARING WALL WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM rn d (12)16d COMMON NAILS ( ) d COMMON NAILS TRUSS TRUSS ( uX � 1 TOP CHORD LIVE LOAD.................................. 60 PSF ABU44 PAU44 H8 RT$A BOTTOM PLATE ANCHORAGE IS /2 ANCHOR @ 8-0 O.C. (UNO ON FRAMING PLAN OR SW Q 5. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP 5/"0 x 7"EMBED EPDXY 5/"0 x 7"EMBED EPDXY 5 10d x 1 %2"IN 5 10d x 1 %2"IN SPECIFICATIONS d TOP CHORD DEAD LOAD................................ 10 PSF O O ) cu REDUCE SQUEAKING,8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED. TOP PLATE TOP PLATE 04 BOTTOM CHORD LIVE LOAD...........................0 PSF N V J 12 16d COMMON NAILS 12 16d COMMON NAILS 1 1 STRUCTURAL WOOD BEAM 6. 15/32'32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL °' BOTTOM CHORD DEAD LOAD........................ 5PSF ( ) ( ) (9)10d x1 /2"IN (8)8d x1 /2"IN � 1- BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD..SHOULD BUILDER SPECIFICATIONS ALLOW, w MAXIMUM FLOOR TRUSS SPACING...............16"O.C. 5/$"ft7 x 7"EMBED EPDXY 1 5/a"Cil x 7"EMBED EPDXY STUD STUD MIN STRUCTURAL REQUIREMENTS ARE �/6"24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXI LE VENEER ABU66 PAU66 TSP 1 LFTA6 1 „ w (12"EMBED AT GARAGE (12"EMBED AT GARAGE (6)10d x 1 /2"IN (8)8d x 1 /2 IN r/'� z WALL SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS . DOOR RETURNS) DOOR RETURNS) PLATE PLATE A FOUNDATION KEYNOTE CALLOUT > W DEFLECTION CRITERIA 7. 15/32"PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS.SHO LD ROOF TRUSSES..................... HU48, HD48, (6)10d COMMON (6) 10d x 1 %2"IN z LL/240 WARRANTY AND INSTALLATION REQUIREMENTS ALLOW, 15/32'APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT ILS ROOF. (14)16d COMMON IN (14) 16d COMMON IN O HUC4$, HD481F, IN TOP PLATE TOP PLATE U) TL/180 8. WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/UNBLOCKED HORIZONTAL PANEL DGES. HEADER HEADER DSP RSPT6-2 0 TL MAX 1"UP TO WOOD BLOCKING IS REQUIRED FOR SHEARWALLS LESS THAN 5'IN LENGTH. HU28-2, (6)10d COMMON IN BEAM HD28-2, (6)10d COMMON IN BEAM (8)10d COMMON (8)10d x 1 %2' STUD COLUMN KEYNOTE CALLOUT Q 40'SPAN 9. MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD HUC28 2 HD28-21F IN STUD/HEADER STUD/HEADER -- NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. ROOF MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL HU410, (18)16d COMMON IN HD410, (18)16d COMMON IN (26)16d SINKER IN (28)16d SINKER IN v W OPEN WEB FLOOR TRUSSES/BEAMS.......... LL/360 HUC410, HEADER HD4101F, HEADER WALL FRAMING WALL FRAMING TL/240 MINIMUM,CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS. HU210-2, (10)10d COMMON IN HD210 2, (10)10d COMMON IN LGT3 1 1 LUGT3 1 1 - NUMBER OF STUDS BELOW BEAM/GIRDER TRUSS.STUDS w W TL MAX 3/4' TABLE 3: MAXIMUM EXTERIOR WALL STUD SPACING (IN O.C. HU_C210-2 BEAM HD210-21F BEAM (12)SD TRUSS 2 2 IN (12)N TRUSS 2 2 2 2 STUDS cn Or TO MATCH WALL FRAMING SIZE AND GRADE, UNO. WOOD I JOISTS............................................... LL/480 NOTES 1,2,3 (4)Y4"x 1 Y2"SDS SCREWS (4)Y4"x 1%"WS15 SCREWS p - ADDITIONAL CLARITY FOR THE LOCATION OF THE STUD COLUMN IN TRUSS/RAFTER IN TRUSS/RAFTER D TL/240 STUCCO FINISH-L/360 FLEXIBLE FINISH-L/120 HGA10KT1 „ HGA10 1 SDWC14500,SDWC15600 NO USP EQUIVALENT 2 ANCHOR f- O TL MAX%2' BEARING CONDITION (4)/4 x 3"SIDS TOP PLATE TOP IN (4)/a"x T P PLATE SCREWS IN � WALL HEIGHT WALL HEIGHT BOTTOM OF STUD COLUMN CONNECTION &STUD TYPE -•1ST LEVEL STUD COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN NOTES: 8 FT 9 FT 10 FT 11 FT 12 FT 8 FT 9 FT 10 FT 11 FT 12 FT 1. CONCURRENTLY LOADED LIVE LOAD MAY BE REDUCED PER -- •2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL a 2x4 SPF STUD 16* 12 -- -- 16 16* -- -- -- TITEN HD DIA.&EMBED SPECIFIED WEDGE DIA.&EMBED SPECIFIED COLUMN TO 1ST LEVEL STUDS/HEADER/BEAM. z FBC 1605.3.1.1. _ __ 16 16 16* 12 ON PLAN BOLT+ ON PLAN "ANCHOR"REQUIRES BOTTOM PLATE ANCHOR WITHIN 3"OF STUD COLUMN 0 z 2x4 NO.2 SPF 16 12 - -- TAB LE 1 : COMPONENT AND O -- - - -- NUMBER OF SDWC15450 CONNECTING STUDS TO BOTTOM PLATE U_ (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 NOTES: LO O 2x6 SPF STUD 16 16 16 16 16 16 16 16 16 16 1. EPDXY ANCHOR EMBED FOR HOLD-DOWN CONNECTORS ANCHORED IN CMU TO BE 12-INCHES. OPTIONAL SIMPSON %2'x12"TITEN HD OR USP WEDGE CLADDING DESIGN PRESSURES w BOLT+IS AN ACCEPTABLE ALTERNATIVE ANCHOR INTO TOP OF MASONRY STEMWALL IN ALL CASES EXCEPT GARAGE RETURN HOLDDOWNS. HEADER STRAPPING KEYNOTE CALLOUT 2x6 NO.2 SPF IL 16 16 16 16 16 16 16 16 16 16 2. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC-TIE INSTALLATION SPECIFICATIONS. NUMBER OF STRAPS CONNECTING HEADER TO JACK STUD ' 3. PRODUCTS SELECTED USING SIMPSON 2015-2016 CATALOG AND USP PRODUCT CATALOG 57TH EDITION. PRODUCTS MAY BE SUBSTITUTED WITH LO WINDOWS AND DOORS 2x4 SPF STUD 16* 12 - - -- 12 - -- - - EQUAL OR BETTER APPROVED ALTERNATES. REFER TO RESPECTIVE CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 1 MSTA24 -- TYPE OF STRAP CONNECTING HEADER TO JACK STUD 0 1 1 EFFECTIVE ZONE DESIGNATION 2x4 NO.2 SPF 16 12 - - - 16 16* 12 -- -- 4. IF CONNECTOR IS NOT LISTED ABOVE,CONTACT EOR FOR SPECIFIC FASTENING REQUIREMENTS. -- z Z ry,0 5. POSITIVE PLACEMENT GUN NAILS,2 %"LONG,WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR ABU POST 1 DTT2Z KING/JACK GROUP BOTTOM CONNECTION WIND AREA IZ-Interior Zone(psf) EZ-End Zone(psf) LL O (2)2x4 NO.2 SPF 16 16 16 12 12 16 16 16 16 16 I3ASE ANCHORS,CS18,AND MSTA FLAT STRAPS. •1ST LEVEL STUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP z Building Dept: O -•2ND LEVEL STUD COLUMN:STRAPPING REQUIRED FROM 2ND LEVEL STUD 0-20 ft2 +24.61 -26.70 +24.61 -32.95 O 2x6 SPF STUD 18 16 16 16 16 L:kt 16 16 16 16 TABLE 8: SPECIFIED SW WALLS � - GROUP TO 1ST LEVEL STUDS/HEADER/BEAM. m 21 -50 ft2 +23.42 -25.51 +23.42 -30.58 2x6 NO.2 SPF 16 16 16 16 16 16 16 16 16 � NOTES 1,2,3,4 w 51 -100 ft2 +22.01 -24.09 +22.01 -27.74 NOTES: NUMBER OF HOLDDOWNS/STRAPS AT BASE OF KING/JACK GROUP 1. STUD SPACINGS ABOVE ARE THE MAXIMUM REQUIRED ACCORDING TO STUD HEIGHT AND TYPE, UNLESS NOTED OTHERWISE ON z 101 -200 ft2 +20.91 -23.00 +20,91 -25.56 PLAN. HEADER FRAMING KEYNOTE CALLOUT w -_ 2. IF STUD SPACING IS NOT LISTED, STUD SIZE AND GRADE IS NOT APPLICABLE AT THAT WALL HEIGHT. (2)2x10-1 /2 NUMBER OF KING STUDS EACH SIDE OF OPENING ¢ END STUD GROUPS VINYL SOFFIT MAX PRESSURE(psf) +23.5 -30.74 3. (*)STUD SPACING IN TABLE DESIGNATED WITH ASTERISK REQUIRES ALL NON-CORNER STUDS LOCATED IN WALL END ONES TO BE o DOUBLED, FASTEN STUDS PER FRAMING NOTE#5, SEE END ZONE KEYMAP LOCATOR BELOW TABLE 1 FOR 4'END ZON LOCATIONS. SW TYPE NUMBER OF STUDS -- NUMBER OF JACK STUDS EACH SIDE OF OPENING GARAGE DOOR PRESSURE SEE FRAMING PLAN TABLE 4: NAIL SIZE LEGEND TABLE 5• FASTENERS IN `, SWI,SW2,SW3 2 SIZE OF HEADER(ALL HEADERS TO BE NO.2 SYP) OR WSP o NOTES 1,2,3,4 PRESSURE TREATED LUM ER I SW4 3 z DIAMETER LENGTH 1. KING/JACK STUDS MAY BE INCLUDED FOR STUD GROUP NUMBER OF PLIES IN HEADER � FF \,\ REQUIREMENT. < 8d COMMON 0.131" 2-Y2" O PRESERVATIVE FASTENER TYPE \ ENGINEERED LUMBER HEADER FRAMING KEYNOTE CALLOUT 8d RINGSHANK 0.113" 2-3/8" ACZA STANDARD CARBONS EEL \ O END ZONE KEY MAP 10d x 1-Y2" 0.148" 1%" SODIUM BORATE(NOTE 1) MND 6T BLOCK W1(20) O TO D WN MAY BE SUBSTITUTED W/ (2)9 1/2"LSL-112 -_ NUMBER OF KING STUDS EACH SIDE OF OPENING 10d 0.131" 3' STAINLESS CONNECT RS AND C,n, FASTENERS REQUIRED. V V V ( ) NUMBER OF JACK STUDS EACH SIDE OF OPENINGD END ZONE: END ZONES SHALL BE TAKEN 10d COMMON 0.148" 3" O m -HEADER MATERIAL (ALL HEADERS TO BE DESIGNATED AS LSL, LVL,PSL, OR SYS42) _2 C AS THE 1 ST 4.0'PER IRC FIGURE R301.2(7) 12d COMMON 0.148" 3%4" CONNECTORS MUST HAVE w fh m ,., 1 " ALL OTHER PT Z-MAX,G120 OR TRIPLE.ZINC \, END STUDS CONNECTION(NOTES 5,6 7) DEPTH OF HEADER ¢ fYi Uf n M 16d SINKER 0.148" 3-/4fJ M •- COATED FINISH. NUMBER OF PLIES IN HEADER 0 C m •• 1 (INCLUDING ACQ& MCQ) 1ST LEVEL 2ND LEVEL --- (1 3/4"WIDE UNO) z K m 16d COMMON 0.162" 3-/2' ALL FASTENERS MUST E HOT SW TYPE HOLD DOWN STRAPPING z ,� NOTES: DIPPED GALVANIZED HEADER FRAMING O •• SW1 DTT2Z MSTA36/CS18 O •'n 11 1. INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES: I m �' SW2 HTT4 (2)MSTA36/CS18 O „� 2. COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS 1. SILL PLATES W/SODIUM BORATE TREATMENTS BEARING ON 1. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED TO EACH OTHER WITH(2)ROWS 10d @ 8 "O.C. z •-1 (A -4 SW3 HTT5 (3)MSTA36/CS18 = SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY STAGGERED. +� F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN 5W4 HDQ8 (4)MSTA36/CS18 2. WSP HEADERS ARE WOOD STRUCTURAL PANEL HEADERS AND HAVE THE FOLLOWING REQUIREMENTS: BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON-CORROSIVE TO CARBON STEEL FASTENERS. • SHEATHING TO MATCH SPECIFICATION FOR EXTERIOR WALLS,SEE TABLE 2. _ 3. WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF • ATTACH TO ALL FRAMING MEMBERS(KING STUD,TOP PLATE, HEADER SILL,CRIPPLES, ETC.)W/8d IL 00 n-11 m A WOOD DUE TO FASTENER PENETRATION,THE BORED HOLE BOTTOM PLATE ANCHOR SPACING(NOTE 7) COMMON @ 3"O.C. a ...�� 00 SHALL NOT EXCEED 75%OF THE NAIL OR SPIKE DIAMETER. • EITHER TOP OR BOTTOM PLY OF DBL TOP PLATE MUST SPAN CONTINUOUS OVER OPENING; SHEATHING ¢ !t► Z "� W SW TYPE MAX ANCHOR SPACING 4. THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS MUST BE EDGE NAILED TO CONTINUOUS PLY OF PLATE D ® A SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4. SW1 48"O.C. • NO.2 SPF HEADER SILL INSTALLED ABOVE OPENING W/(1)CRIPPLE STUD AT EACH END co a n r" CONCRETE AND FOUNDATION NOTES SW2,SW3,SW4 24"O.C. 3. WALL SHEATHING ABOVE OPENING MUST BE CONTINUOUS(OR PROPERLY SPLICED PER TYPICAL WALL ww 2 i„ SECTION SHEET)FROM TOP OF PLATE TO HEADER BELOW OR SILL PLATE ABOVE OPENING z 1. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS=2,500 PSI AT 28 DAYS(UNO). 4. FASTEN ALL MULTI-PLY HEADERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. ,STAGGERED ALONG EACH EDGE. O I 2. CONCRETE COMPRESSIVE STRENGTH FOR SLAB=2,500 PSI AT 28 DAYS(UNO). 5. FASTEN ALL HEADERS TO KING STUDS WITH(3)8d TOE NAILS . u #11 I� , 3. ALL REINFORCING STEEL#3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS(UNO). 6. IF HEADER NOT SPECIFIED,CONTACT ENGINEER OF RECORD. ¢ 4. ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A24"LAP. 24"LONG#4 BAR IS RECOMMENDED TO BE 7. LINO ON PLAN, MIN (1)SDWC15600 TOP PLT TO KING STUD AND(1)SDWC SDWC15450 KING STUD TO BOTTOM z INSTALLED AT ALL REENTRANT CORNERS. NOTES: PLATE CONNECTION REQUIRED EACH SIDE OF OPENING(NO CONNECTION REQUIRED FOR OPENINGS AT 5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2 INCH T 2 INCHES IN LENGTH. 1. THE EXTERIOR WALLS ARE FULLY SHEATHED WITH OSB OR PLYWOOD. ALL TYPICAL EXTERIOR WALLS ARE SHEAR WALLS AND ARE PART OF THE FIRST FLOOR HEADER WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE. O W DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S BUILDING'S MAIN WIND FORCE RESISTING SYSTEM. ADDITIONAL FRAMING AND HOLD-DOWNS ARE REQUIRED ONLY AS NOTED ON THE PLAN OR IF 8. TOP PLATE TO HEADER CONNECTION PER ONE OF THE FOLLOWING(NO CONNECTION REQUIRED FOR tz +• RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE WALL SEGMENT IS IDENTIFIED AS SW1, SW2,SW3,SW4,OR SWB ON THE PLAN. OPENINGS 3 FT OR LESS OR AT FIRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE:4.0 FT' U 7� U 1 ST FLOOR T YP END ZONE CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL. 2. ALL SW SHEAR WALL SHEATHING TO BE FASTENED TO FRAMING PER TABLE 2:WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS . • TOP PLATE TO HDR W/SDWC15600 @ MAX 32"O.C.AS SHOWN,"ALTERNATE SECTION(HEADERS),ST-5 ¢ Z ( ) DESIGNATION 6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE. 3. SW SHEAR WALLS INDICATED ON PLAN WITH WINDOW AND DOOR OPENINGS WITHIN THE SHEARWALL REQUIRE STUD GROUP AND HOLD DOWNS ONLY AT • SPH w/(12)10d x 1-/2"@ 16"O.C. OR w W M 7. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,00 psf IN EXTREME END OF DESIGNATED WALL OR PORTION THEREOF AS NOTED ON STRUCTURAL PLAN . • DSP w/(14) 10d x 1-Y2"@ 16"O.C. OR >- � Q LU W Z ACCORDANCE WITH FRC 5TH EDITION(2014) TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT 4. SWB-SEE"SWB-SPECIAL SHEAR WALL DETAIL", LOCATED ON THE DETAIL SHEET. • FASTEN TRUSS DIRECTLY TO HEADER w/MTS OR HTS w/(14)10d x 1-1/2"(OR EQUAL APPROVED BY 0 c _ 0 00 THE FILL IN 12"LIFTS TO AT LEAST 95%OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR CON RACTOR'S 5. 2ND LEVEL"SW"SHEAR WALLS -END STUDS OF SW WALL TO BE ANCHORED PER ONE OF THE FOLLOWING: EOR). -I N RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. • HOLD DOWN WITH FULL-HEIGHT 1"DIA. ROD TO SLAB.END STUDS TO BE CONTINOUSLY SUPPORTED THROUGH FLOOR SYSTEM TO SLAB. z N V) J>_ 8. CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDS WITH JOINTS • 2ND LEVEL END STUDS TO MATCHING 1ST LEVEL STUD GROUP BELOW W/STRAPPING AS NOTED. 1ST LEVEL STUD GROUP TO SLAB WITHHOLD TABLE 9: PLANK-ORIENTED HEADER REQUIREMENTS 0 c U LAPPED 6"AND SEALED OVER CLEAN,COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF DOWN. Lu Lu Uj I SUBTERRANEAN TERMITES. 6. DESIGNATED "SW"SHEARWALLS WITH A COMMON CORNER REQUIRE(1)HOLDDOWN,WHICH IS TO BE LARGEST OF THE TWO HOLDOWNS SPECIFIED, UNO. x 9. STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER OF 7. SEE WALL SECTION SHEET FOR RECOMMENDED BOTTOM PLATE ANCHOR OPTIONS SEE TABLE 7 FOR HOLD-DOWN ANCHOR REQUIREMENTS. CONTINUOUS OPENING WIDTH STUCCO FINISH-L/360 FLEXIBLE FINISH-L/1 80 Q Z RECORD IF THIS CONDITION EXISTS. (NOTES 1,2) MAXIMUM 11'PLATE HEIGHT MAXIMUM 11'PLATE HEIGHT �� �s 10. TO CONTROL CRACKING, CUT 1"SAWCUTS IN THE SLAB INA 15'x15'GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT. CONTACT EOR �n Q LL FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED WITH CONCRETE WORK. FRAMING NOTES `� GREATER THAN 4'UP TO 6' (2)2x4 ' " o o W _I (2)2x4 '� y 11. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION FROM L� z 1. SIMPSON ACRYLIC-TIE ADHESIVE OR EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR p a ''' II 1- ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF FOU DATION PLAN 0 GREATER THAN 6'UP TO 9' _ (2)2x6 (3)2x4 �� _ _...I APPLICATIONS. ANCHOR BOLT,THREADED ROD,OR DOWELED REINFORCING STEEL MAY BE EMBEDDED TO z F., u c� � �/ ALONE,CONTACT THE ENGINEER OF RECORD. QQ THE SPECIFIED DEPTH, IN A HOLE AS SPECIFIED BY MANF(TYPICALLY 16"TO a"GREATER THAN SPECIFIED GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN m � LLQ PRE-ENGINEERED TRUSSES & I-JOISTS ANCHOR DIAMETER). ADHESIVE/EPDXY MUST FILL THE HOLE IN THE CONCRETE AND WOOD BOTTOM PLATE. GREATER THAN 4'UP TO 6' {3)2x4 (2)2x4 �~ < Lo Oco MANUFACTURER'S SPECIFICATIONS MUST BE FOLLOWED FOR PROPER INSTALLATION. w75; 1�, 1. ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS S ALL BE DESIGNED UNDER THE 2, ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND 2 2x6 2 2x6 G �•J O GREATER THAN 6'UP TO 9' ( ) ( ) -,- SUPERVISION OF A REGISTERED FLORIDA PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS SHALL BE PRE ARED IN ACCORDANCE WITH FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND O ---------- - � a O O N c: r) I- ANSI/TPI-2002 AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET GREATER THAN 9' SEE FLOOR PLAN SEE FLOOR PLAN 3 U L co J DETAILED BY OTHER. cn O I_ ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BEL FT IN PLACE AFTER 3. ALL METAL CONNECTORS SPECIFIED ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS T CONSTRUCTION IS COMPLETE. LISTED IN FLORIDA BUILDING CODE TABLE 2304.91. 1. PLANK HDR TO STUD GROUP W/MIN(6)10d TOE-NAILS,EACH END. �i J 2. TRUSSES OR I-JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION,SPAN DIRECTION,SPACING,BEARING LOCATION AND NAMING 4. BEAMS IDENTIFIED BY NUMBER ON PLAN ARE TO BE PROVIDED BY TRUSS MANUFACTURER. 2. WINDOWS WITH INTERMEDIATE JACK STUDS MAY BE TREATED AS SEPARATE OPENINGS. za ; CONVENTION OF THE LAYOUT SHOWN HERE. 5. FASTEN ALL MULTI-PLY STUD COLUMNS AND CORNERS TOGETHER WITH(2)ROWS 10d @ 8"O.C. STAGGERED. 3. FOR OPENING WIDTHS LESS THAN 4',SINGLE 2x_PLATE IS SUFFICIENT. STfdLIC tlfitAAt� 3. THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMI THEM UNDER SIGN AND SEAL 4. FOR PLATE HEIGHTS ABOVE 11',SEE FLOOR PLAN FOR PLANK-ORIENTED HEADER REQUIREMENT. ; G I Nt �N a,, UPPER LEVEL MULTI-PLY STUD GROUPS TO BE CONTINUOUS THROUGH FLOOR SYSTEM TO FOUNDATION. • Plan #: K1516 WITH THE TRUSS SHOP DRAWINGS. 6. FASTEN ALL STUDS TO BOTTOM AND TOP PLATES WITH(4)8d TOE NAILS OR(2)16d COMMON END NAILS. ; •• '• 1�+ •. 4.0 FT 4. TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING HE DESIGN OF THE UPLIFT 7. FASTEN ALL TRUSSES AND RAFTERS TO TOP PLATES WITH 3 8d TOE NAILS. �� Job #: 1 5-1 073 2ND FLOOR TYP) END ZONE RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH,THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS MAY BE DISREGARDED. O ® ( DESIGNATION 8. ALL MULTI-PLY TRUSS GIRDERS AND BEAMS TO HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR 5. CONNECT ALL TRUSSES TO TOP PLATE AS SPECIFIED ON THE TYPICAL WALL SECTION SHEET. BEAM THICKNESS AND MATCHING WALL STUD SPECIFICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. 0 • r� �� � QSHEET NUMBER 6. I-JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNS AND SUBMITTED TO THE "' n Cll:... ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,THIS SHEET. q � gJVr1 ••• x�,P E. GLENN LAYTON HOMES P(DEEBWLO "157 10-13-2015 GENERAL FOUNDATION NOTES 1. EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE U V A MINIMUM BEARING CAPACITY OF 2,000 psf IN ACCORDANCE WITH FRC 5TH EDITION(2014)TABLE R401.4.1,AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. COMPACT THE FILL IN 12"LIFTS TO AT LEAST 95%OF 4)_ »' ° MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR "- °' °_ > '- 1 a E CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. 'V 21 > > s 'V m =3 2. IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE SOIL IS NOT O c a a> 0 6 -5 r O o ° > SUITABLE FOR 2,000 PSF BEARING CAPACITY,CONTACT EOR. ADDITIONAL v�ni o`o N-o o o �5. H o; o o.N cc FOUNDATION WORK MAY BE REQUIRED. Q T=o u o c o Q'Q a= 3. SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB IN °� o V v 3 .o i To o ACCORDANCE WITH THE FLORIDA BUILDING CODE. CONSULT ARCHITECTURALO o ° o v O a �¢ PLANS FOR LOCATION OF SLIDING GLASS DOORS. i $`o.o 0 a C a E m o 4. MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE INTERCHANGEABLE. p u a c a C4 p RD o 3-0 SEE DETAIL SHEETS FOR ALTERNATE STEMWALL SECTIONS. Y g ° Q E ° E QU Y �o�Y 5. 24"LONG#4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL RE-ENTRANT CORNERS,SEE"RE-ENTRANT CORNER DETAIL"THIS SHEET. 6. •POST DOWN(2)2x8 SYP PT BEAM TO 24"SQUARE FOOTING W/6x6 SYP PT 1999 Wells Road •BEAM TO POST W/MSTA12 •POST TO FOOTING W/ABU66Orange Park, FL 7. HUC28-2 TO SOLID FILLED CMU FOUNDATION WALL. 32073 FOUNDATION KEYNOTES: U) w 8"x8"DEEP THICKENED EDGE T-4" 77'-4" A W/(1)#4 CONT W LLI 2'-0" 5-0" 1'-8" 30'-8" 8'-0" 2'-0" 23'-4" 4'-8" 12"DEEP FTG W/#4 @ 12" z U-8" A EW UNDER BOX COLUMN, FTG TO BE PROJECTED MIN 16'-10" 4'-0" 9'-10" 2'-4" 9'-0" 9'-0" 2'-4" 6"LARGER COLUMN ON ALL BOX SIDES Q U) II - --- - - - 16"SQx12"DEEP FTG W/ 2 � w � (2)2x8 BEAM BEARS (3)#4 EW ON EXTERIOR o N - - - -- FOUNDATION WALL D 24"SQx20"DEEP FTG W/ :n U **NOTE** .._. -) (3)#4 EW Oq BUILDER TO PROVIDE **NOTE** STEPS TO GRADE PER f I B JILDER TO PROVIDE 30"SQx20"DEEP FTG W/ C) ARCH PLANS I S EPS TO GRADE PER SIMILAR in E (4)#4 EW Q N - - - - v ARCH PLANS _ 6"BRICK LEDGE _...:...:.:...........:......._................ N co `r - - - - - - - - -- - - - - - - - - - - - � L - J L - '- - - F 36"SQx20"DEEP FTG W/ " ' I- 0 - - (4)#4 EW IF 7 } J w z - - - - - - - - - - - - o - - - - - - - - -- - -- - -- - - - - - - 48"SQx24"DEEP FTG W/ z w r-- - FF_ - - - - -I� - - G (5)#4 EW, O d 2'-10" ih 7:_0„ Q Q 0 F I � N TYPICAL REINFORCING w 3 4 BARS AT THICKENED ~ W I FOOTING,SEE PLAN o �� SIMILAR I II MIN 24"LONG#4 OR#5 - - - BAR SET AT MID-DEPTH U L - - J NOTE 6 (� O RE-ENTRANT CORNERS Q A io BEAM WATT 28H JO2x8 PT NO.2 SYP IST STST @TO AX I I -_ - - - - - - - - - 0 Z �'✓{ 6 BRICK I _ S (I-I- - - - - - - - - 3 LEDGE o �- - - co LO - - - - - - - - - - - - - - - J I F -1 HOUSE SLAB I _ _j LO Phone: NOTE RE-ENTRANT CORNER DETAIL I BUILDER To PROVIDE (RECOMMENDED) o 904.272.5339 15' 0" 4'-9" 0'-11" STEPS TO GRADE PER I PLAN VIEW, DETAIL TYPICAL @ ALL U I ARCH PLANS cn v ( RE-ENTRANT CORNERS Building Dept: D NOTE 6 m 2 ! W 6"BRICK 9 9 SEE SHEET ST-6 FOR BUILDER TOO PROVIDE _ FOUNDATION SECTIONS w N LEDGE 6"BRICK LEDGE z STEPS TO POOL DECK [- - 3 ( n PER ARCH PLANS � 0 _ I I O N — —ILL a 2 i L — NOTE J — o — — — — — N -- NOTE: z BL J ST 2x8 PT N0.2 SYP JOIST @MAX I ( BRICK VENEER IES @G O HORIZONTAL TIES 24"O.C. i- -- - - - - - ( VERTICAL TIES @ 16"O.C. � WEEP TUBES OR WICKS @ 16"O.C. O I I � 16"O.C. ATTACH JOIST TO ( ' LEDGER W/LUS28&LUS28-2 d 3 2 @ DBL JOIST OR OPEN HEAD JOINTS @ 24"O.C. O BL JOI **NOTE** o E -2 - - - - _ BUILDER TO PROVIDE � 18'-7" 5'-9" 3'4" V� 1'�1 ( STEPS TO DECK PER Q ARCH PLANS z o I I 2x8 PT SYP LEDGER,ATTACH TO SOLID FILLED } - - - - - ( M NS6"EMBED(@ 24""O.C. STAGGERED D W/NUT T&/ I � — J j I O I I WASHER I d v O= �_ J 2x8 PT N0.2 SYP JOIST @MAX - U - - - - o, r, W - _.........__......__ 16"O.C. ATTACH JOIST TO N X LEDGER W/LUS28&LUS28-2 w D ( - @DBL JOIST I I I Q @ SLAB ELEV. I Q 7 W I I I o 2x8 PT SYP LEDGER,ATTACH TO z SOLID FILLED MASONRY W/(2) `? 2 `' "' ROWS 1/2"O DRILL&EPDXY W/ ' I I ( OOFFICE COPY iv N iv MIN 6"EMBED @ 24"O.C. N I 2x8 PT SYP LEDGER,ATTACH TO SOLID FILLED � STAGGERED W/NUT&WASHER 2 MASONRY W/(2)ROWS 1/2"O DRILL&EPDXY W/ Q I I MIN 6"WASHER BED @ 24"O.C.STAGGERED W/NUT& z — � ° W = — Q z Q - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - W (,7 -- - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - � F- - - - o �' SIMILARI I O M W O I..LJ _— N J O II- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - — — — — — — — I I - - - -I - - - - - - - - - - - - - - - - - - - - - - - - — z > —�- x Q) W U� 6"BRICK LEDGE *. ** 6"BRICK LEDGE M U NOTE _ _ _ _ _ _ _ _ _ _ w - - - BUILDER TO PROVIDE L -- ~ STEPS TO GRADE PER w w d < �� Q ARCH PLANS � o z AA x if O ZO 8'-0" 31'-2" 4'-0" 19'-4" 04 € \ - t II J �0'-2- 39'-4" 10'-0" 23'-4" 4'-8" � � � Q � Op V4 77'-4" O -IF E X N Ow�,3 y /r y pt". ✓ STR CTU RAL ENG EERING Plan #: K1516 A .•°° .� �h "e Job #: 15-1073 •s A, •• ���r � p III A & FOUNDATION PLAN 1 /4 = 1 ' 0 ' RR •,••PST-2 .GLENN LAYTON HOMES @•A �, ® I -EXTERIOR WALL FRAMING KEYNOTES SHEATHING (METAL CONNECTOR) NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN y Z o N HEADER,SEE PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. SID) '- 0_ _d «. a o - 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS O a a> o •2) O o ° 1 HERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. - o o� 0 o O 0-03. a 021 oU Uo1j 0 � v a o 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING O o 0 9 ° Q o v to O 9� o aQ (2)JACK STUDS @ EACH HDR/ A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS ° °Q o o U , 0 .!D ° 1 FULL HEIGHT KING STUD >` 2- R � 2 2 .Q � �`�� o`` o PLAN VIEW O @ BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. O N 0 0 Q CV i3 o g T CENTER OF STUD GROUP B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE.ATTACH FLOOR ° ° ED-0 ° ° �G 121-6 DECK TO SW DBL TOP PLATE W/10d 3"O.C. Y ° 0` 0 Y - 1 4. PORCH BEAM FRAMING NOTES EACH JACK STUD TO A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV HEADER WITH MSTA24 NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. 2x6 JACK/KING STUDS TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. I NAILED TOGETHER w/(2) B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV Cn ROWS 10d COMMON @ 8" O.C.STAGGERED. PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV W W PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR SIMPSON ABU66 POST PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, z BASE MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR o MSTA24. ( ° D. BEAM ATTACHED TO EXISTING FRAMING — ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS 6 W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. W ST-8 z 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL o SECTION SHEET. o Q 2 TUDS w p CD r TT4 � 6. HIGH UPLIFT CONNECTION: cv v •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR(2)SDWC15600 w C) SW2 NOTE 8 SEE SINGLE-STORY HOLLOW @ 24"O.C. o -� -- - COLUMN FRAMING DETAIL NOTE 4 cu NOTE 4 T STRAP 2ND LEVELS TO 1ST LEVEL •ALTERNATE"METAL FLA STUD (OFF-GRADE),SHEET ST-8. STUD"@MAX 32"O.C. v Q N (6)TOTAL • 1 ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. ORcli .. .. _. N .� .. .... ._ _ .. .. .._ .. ... �9 5/8"x 12"EMBED. DRILL N (2)2x10 (2)2x8 AND EPDXY ALL -i SEE ONE-STORY HOLLOW ® 2x6-1/2 2)2x6-1/2 THREADANCHOR (2)SDWC15450 @ 24"O.C. U_ V,! NOTE 4 (:2) ( A ~ COLUMN FRAMING DETAIL, d o�__ 7. PLANK ORIENTED HEADER FRAMING � z SHEET ST-8. ?� A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 -' p - 3 STUDS ]OLu ELEVATION VIEW EACH SIDE OF OPENING, SEE PLANK HEADER FRAMING DETAIL,ON z Wz1 MSTA24 2 STUDS o - DTT2Z DETAIL SHEET. Om o� B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WIT H s 0 FLOOR GIRDER LL cv HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING Q / v 1 RETURN FRAMING — U) ROOF GIRDER 8. BALLOON FRAME WALL TO 2ND LEVEL TOP PLATE W/(2)2x6 NO.2 SPF No (n (2)11 /a"LVL-3/2 - @ 2 O. LOCK ALL PANEL EDGES. ST 3 1 C. B ES. UjCD (2)2x6-1/1 - 4 9. BLOCK ALL HORIZONTAL PANEL EDGES&SHEATH BOTH FACES OF SW. m W x N ST-7 - - - - ------ C1410.BALLOON FRAME GABLE END WALL TO ROOF DECK W/2x6 NO.2 SPF -- --- 1 MSTA24 ROOF GIRDER O @ MAX 16"O.C. -- -- ® 11.BALLOON FRAME WALL W/2x6 NO.2 SPF @ MAX 16"O.C. cr SW3 (2)2x6-1!1 _ °¢ a' - 3 STUDS w w F- NOTE 3 0 0 zz OF- SEE MULTI-STORY HOLLOW X z C7 COLUMN FRAMING DETAIL, m SHEET ST-8. (6)TOTAL --- SEE"TYPICAL PORCH SHEATHING DETAIL." (2)2x10 PT 00 NOTE 4 (2)2x6-111 N N ti p 904.272.5339 z cA 3 STUDS w G1 SHEATH BOTH SIDES 1 z Building Dept: SEE"TYPICAL PORCH (2)2x6-1/1 O ST-6 OF GARAGE RETURN ST-3 G1 SHEATH BOTH SIDES SHEATHING DETAIL." 1 MSTA24 {5}STUDS-PACKED - - DTT2Z ST_5 OF GARAGE RETURN m Om 1 DTT2Z w SOLID ROOF GIRDER ® GARAGE DOOR DESIGN GARAGE DOOR DESIGN Q Q co — WIND LOAD(PSF): — WIND LOAD(PSF): z w J :r)TT2Z/ SW3 CD +22.29/-25.21 +22.29/25.21 S 3 z C7¢ (3)14"LVL-2/1 NOTE 11 �' —— — 2 11 %a"LVL 2/3 L — 2 11 %a"LVL-2/ o O O ST-7 .- __ O N FLOOR LL v (2) x6-112 NOTE 4 ' N GIRDER 2 STUDS w (5)..ST.UDS..PACKED .. ....... - p � z_ 0 O co SOLID x U_ (� ... .. ... ..._. ........ ........ _.. _.. ..... N ¢ 5ry (2)2x6-111 v 3 O ST-8 ST-7 p U M o STUDS ¢ w m O ®' (2)2x10 PT - DTT2Z ao Q (2)14" LVL-2/1 (3)2x 2-111 -' U '7NOTE WSP HDR 0/2 iQ w x10 PT; wNw C14 CD 4 (2)2x6-1/2 � ? c� O Q w LL O� N V4 STUDS ]_,On2cu�l u w - DTT2Zx w 0- (If� x m rn p D M Cn -' HOf (2)2x6-1/2 o pz NOTE 1 w z O 0' - 2 STUDS p w O OFFICE COPY LL w p w 2 STUDS o LL c� Q DTT2Z (3)2x12.. FLOOR z O GIRDER O W (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/2 (2)2x6-1/2 (2)2x8-1/2 (2)2x12-2/2 2 ~ NOTE 4 NOTE 4 - - BRICK LINTEL SCHEDULE AND Q L Q C� - /KM_ KNEEWALL - INSTALLATION SPECIFICATIONS } Q W m z I ST-7 OVER BEAM 1 MSTA24 p0 - 5 STUDS - 5 STUDS � 3 O — — 4 STUDS O w w 1 HTT4 w LINTEL MINIMUM MAXIMUM O - O - DTT2Z m - DTT2Z m ST-7 DIMENSION BEARING TOTAL SPAN z � J> DTT2Z - T_ N w w - U 3"Vx3%2"Hx%"T 4 INCHES 6 FEET X w r ¢ � z �� 4"V x 3%Z'H x%4T 6 INCHES 8 FEET � o LL O �� y N Jaz 5"V x 3%2"H x%a"T 6 INCHES 10 FEET u !^ DVJ 6"V x 31/2"H x%4'T 6 INCHES 12 FEET r a� � M U tV � A w a o 7"V x 4"H x%2"T 6 INCHES 16 FEET °� vUi W O M �' \L, 0 GENERAL NOTES: n 1. STEEL LINTELS TO BE MIN 36 KSI. STR CTU RAL 2. LINTEL MUST HAVE CORROSION RESISTENT COATIN ENGI EERING Plan #: K1516 OF EPDXY BASED PAINT AM1111 3.ALL LINTELS GREATER THAN 8 FEET SHOULD BE SER t Job #: 15-1073 LATERALLY SUPPORTED AT A NO GREATER THAN 6 FEET • •... "•�► ON CENTER W/(1)%4'x 3"WOOD SCREW INTO HEADER. .•• m �(„+'" , PROVIDE A Y2"VERTICALLY SLOTTED HOLD FOR SCREW. .• ✓ , FIRST LEVEL STRUCTURAL FRAMING PLAN 1 /4" = 11011ST-3 GLENN LAYTON HOMES Tq ° 14 a•® `41A? TRUSS ENGINEERING NOTES: ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN U V G C • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 1. PRE-MAUNFACTURED SHEAR PANEL H T o H TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING • INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON a } a_3 � 2� FRAMING PLAN a o N 0 o m j -d s 0 3 TO THE TYPICAL WALL SECTION SHEET. . SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. ,,o L, , , E -0 a • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. O 6 a a' > Q)o o •L O O ^ O O C Q O L` O Q-= O 0.< O a 6 O N .- O O w 2. TYPICAL BEARING BLOCK o� o. o v O o$ 0 3 .`o_ • BEARING BLOCK TO BE NO.2 SYP, MIN 48"LONG AND TO MATCH i .a --Q � 3 v 6 2 `o c � O DIMENSION OF TRUSS MEMBER. O °. 2 o i.o u � ® "3 ? aQ ij ° ooG I P- .0 a � Em.s • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS >. E ��.�� .Q ® > -o-=0 5` o BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. a - c I� E o E N a 6 Q E I NOTE TO FRAMER: " 6 ou4_2-° " " ° " � 2 o�� 3. LEDGER FRAMING NOTES: 2x10 SYP CONT. RIMBOARD TO BE PROVIDED @ TOP PERIMETER OF ALL FLOOR . FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT SYSTEM BEARING @EXTERIOR WALLS; SPLICE 2X1 O OVER FLOOR TRUSS AS EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C.SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED ' ' NEEDED; ATTACH 2x10 TO ALL FLOOR TRUSSES Wl IN (6)10d FACE NAILS. LOCATIONS ON PLAN • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK LEDGERS SHALL BE SECURE TO WALL FRAMING WITH c WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. W W ROOF FRAMING LEDGER: z 2x6....................(4)12d COMMON 2x8....................(6)12d COMMON (� 2x10..................(8)12d COMMON 2x12..................(10)12d COMMON co FLOOR FRAMING LEDGER(W/NAILS): I�O PT 2x6................(3)16d COMMON W ' E S 9 1111.__. v'.. N ❑ PT 2x8 ..(5)16d COMMON PT 2x10 (7) 16d COMMON �� 49 �1 ) NOTE 6 PT 2x12 (9) 16d COMMON 1J .I........ 111...1..... .. ......... 1.11.1... -.... .. .._..... 11...1.1. _ _. .................-+ -- N -0 - 0 1 6 FLOOR FRAMING LEDGER(W/SCREWS): � -0� m J ST-7 ST-8 - - PT 2x6................(3)%4"x 4%2"LONG#14 WOOD SCREWS _........ 0 - PT 2x8................(5)%a"X 4%2„LONG#14 WOOD SCREWS `t Q \ y4- PT 2x10..............(7)%a"X 4%2"LONG#14 WOOD SCREWS N r ,. ' "4 w R. ... . ._....... PT 2x12..............(9)%4"X 4%2"LONG#14 WOOD SCREWS rNNi v, �,� - - (2)MTS12 �- v ss w 1111__- .--__.,______ 1111-__-__� „ / �, v, v.:.,._.., ti:: 1. __ _. ._>. : h.. y. ,:.::1.F.. ti_,<, ....._ _. ...... 4. OVERFRAMING NOTES w Z ..--. . , , _ ! : • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C. MAX. =� t � y`� ' (2) T • ALL"SLEEPERS"TO BE PLANK-ORIENTED 2x8 N0.2 SYP MIN. z W I, il is .{ , ,, I S12 ,_ _. - i . FASTEN"SLEEPERS"TO EACH TRUSSIRAFTER W O 1 111. ,, sr' :(`d ; r::._, m . Y `k V OMMONS MIN. U C c f v r� / • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT ¢ U[ m : ; /\ ;. ._;�„.�.. ........... ,t,, ..,� ¢: ... 1111 .: . I -- ! _ CONNECTOR. N �� T02 `1 \ • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ` C \;\ r :`," y (2) HTS20 . w . \� FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO W j HTS20 sw, mG0 f „ �� J RAFTER WHERE APPLICABLE W/(5) 10d COMMONS MIN. ❑ �, �, \_ :,y RAFTER SPAN SCHEDULE ... /.y r ';1 _ t B�. LUMBER SIZE O OC ❑ e ,a v:. '� _' a_. ..`�::y_ / V /:; 4 : 2 HTS20 SPACING Y y, Cox I , � � !,: i < ....._.. f ;. _ ' x 12 14-5 18-3 21-8 25 6 a ;1;. { z 12'6" 15' 10" 18'9" 22' 1" " ` 24,. NOTES , . __ 10'-2'. 12'-11" 15'4" 18'-0.. .. 1. FLASHING&WATERPROOFING ARE OUTSIDE ,', _ ° ` � � _ ti C D f �, _I t€""f 42e ) 20 L L/15 D L #2 SYP I OF STRUCTURAL ENGINEERS SCOPE&SHALL - f BE DESIGNED&SUPPLIED BY BUILDER _. __ ..x C 2. BUILDER TO SUBMIT SHOP DRAWINGS OF i �/ / � ( � ( CEILING JOIST SPAN SCHEDULE PROPOSED HANDRAIL CONSTRUCTION FOR � `" / t? O.C. \ 46 APPROVAL BY EOR PRIOR TO CONSTRUCTION '. _. w ry &INSPL`CTION. / =n \ _ _ .... - 2x4 z ,k ...11 / t )O , . 2x6 2x8 2x10 0 SPACING -- - -00 00 r4 u , W Buildin De t: y g p I 2 KK04- _ - �_ ` -........ - 1111_ _ - .1.111 _ x • - `, : �......I-,..._ <11 11........_. -.. 2x10 N0.2 SYP PT FLOOR JOISTS @ 24 O.C. '" 12" 11' 10" 18' 8" 24' 7" 26'0" 16" 10'-9" 16'-11" 21'-7" 25' 7" D •BUILDER TO RIP JOISTS TO ESTABLISH %', -00 00 ` _.. -0, - 1 - -00 i, 3 � SLOPE - - - i / , A426 , . •ATTACH TO LEDGER W/LUS210 .J / 1111 _ _......._ , / 3„10 L.LJ5 D�L�#2 SYP7� z r - 'f FOS _....... \ / i�" », /'; r° �»: , r .}Pty F 3i"'2L: ,: I -,' �, -- � 1\" ,,, `, , c� S0 z \" 2 MTS12 y (2) HTS20 (2) HTS20 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY w O _,, \ , ,_ ; ¢ \i , I r"i i a BUILDER IN ACCORDANCE WITH F _ _ -__---- _ „1111. ,. RC R302.12. 1 ;v; > ;.r-.- ❑ 1111 __..._..1111..- 1111.. .....:..:...... '1111._ , - � \ - ' x \ _I. ..f ,,...J,. �^ €,.#i,$ , \t.i (V:. ± ,.:f:; L'v.; ft`s.>/ :-,..;,. � ,. g � \� 1 ; , 6. ANGLE&LATERAL BRACING MAY BE OMITTED FROM GABLE O ate, ;" �., a gg"§ (( ;; ( qqpp$$ ,, / _ €mr€...2"> \ 'id' g 9 BRACING DETAIL PENDING PORCH CEILING SHEATHING IS ,+ : ,... is _...�- 1111 I __. .T/ �.../ .,., �.. -C xS, .:.-1111. 1111.-. 1111... - \U$ : " i ' ( + �,:il.l / �T t,! / / J ," I , , , : �._ \ __ ,,_ / /:<__. _ __..__.___- ---1_111 . 1111 _ ._ _- _._ -..11 .._-. 1 t :. I ., U� \ ; i 1 PROPERLY APPLIED ,; , r i `.,,,, . .1 ! C ,. O /,,, ., ICJ( : C H f_: �, / .. ,, 2 -00 ,, � " 0n5 � u :, I ' � � I � � 'Y 7. CONVENTIONAL FRAMING NOTES F_ 2x10 NO.2 SYP PT EXTERIOR :, r ,, - : p i 2x6 ROOF LEDGER, ;n, t HfI42 I I I " : __. ., r I i ! :! : 1 Via' ¢ FLOOR LEDGER,ATTACH W/ ...... _ (D / SEE NOTE 3. r • SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR �,: /: r / e - ; " ___ _ _ ( ti -,2:' '",. SPAN CHARTS AND ADDITIONAL NOTES. SPAN CH SCREWS PER NOTE 3. ",1.1.11.. ___. 11...1.1... 11.11. .111 1 -__ \/ I ARTS MAY BE a \ i t;� 422 ; IP <F USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. 6 2x6 RAFTERS& ,m • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. ,, \ y f O Tal X422 ':.. : � , �;;I i ,«:-:•? • ALL UNSPECIFIED RIDGES ARE CONSIDERED NON ¢ : 2 HTS20 CEIING JOIST , �-,-, i L; - " s '1111 STRUCTURAL RIDGE BOARDS AND DO NOT REQUIRE y MAX 24 O.C. /, / \ / a - - n \1111_ _._......: , . t 1t} l:ir�w22 : , t , i 6 C 'i c Ff 1111 SUPPORTING STUDS OR UPLIFT CONNECTORS. O f >X Trfx..a m i I ! s ff , , f _ I BE ONE SIZE LARGER THAN w \ _...... .................. ......... 11....11. .1.1..1...1..- - 11- ...1.;1 .. r, : : : ' SUPPORT D RAFTERS p ¢ >. .............. 1111 ........... 1111__. .......... 1111_. 1111. 1111.. 1111.: :,,. ._ ! :.�? -r ,y,. -.f ; «, � �, : � ., A422 ; I I I I ( I ;. ; • FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO RAFTER U J 00 r i „ __ ! , WHERE APPLICABLE W/MIN 6 10d - O : 1 .1.1.11........ =: 1 I > r rytifi a.'n • RE UIRED MEM ER \/ HTS20 BM3 Q B CONNECTIONS ARE AS FOLLOWS: �,1111.... _111- G� @ _.. 1111__ ;I : I� . r : s ............. ...........I- _.-- 1-111_: .....,...:. __.1111... .. .............. 1111- ___ :: , 1111.; i "' - .' I 1 ^`^'e,��i i fir..: I ,: I - 'I I t;;";�, £„„„� : 11,11. < 1111 .. : J .I t ,1111. `. 1111.. __1111" ___-1, '.-" _.___....._. ._ __..., _.._.._.._._."_ :_.. _."1111_._ 1111. - _.-_..._.-,""""_ 11 ..-_._ _. r_ 1111__ —'_ _ 1111.: - i _........_..: .r-;,:. _.,_T�,;-1111.. .......... _._.._. .. ..,, - ,- ,-. .. : : :`r . . i \ RAFTERS ; . I DI ti < / .,' . . O 1 "_._. 1� ..1111_.. _ _________ --_- 1111_ .._. _ _ \ THA422 2x6 RAFTERS: 1 H2.5T TO TOP PLATE 6 12d COMMON z ; ; , ( ) ,{ ) : ; : i _ :, I .;. : { : 1111... - : ! : TOENAILS TO RIDGE/VALLEY. :: 2 I1TS20� , I „,( C i r .. U , i � � , ( , >, w ( } . i 2x8 RAFTERS: 1 H2.5T TO TOP PLATE 8 12d COMMON O . E rHn422 ... iiJl . - ; X � 1� :; „ . ; ' : ' , . � I TH,-.26 _: , , t\I TOENAILS TO RIDGE/VALLEY. C �: , „ t X r .. C r . : : . .i w r. : a 7 �, 5 : , i 2x10 RAFTER .:: -, a : . i(: S. (1)H25T TO TOP PLATE, 10 12d COMMON a I.;:: , .._......_.. ilt 4�2 1 _11 „a ,,: : < : k� s 3 . "r C. I 1 TOENAILS TO RIDGE/VALLEY. x :.: 3 r %! .1111._ 11., „ - c) ; C) " 1 �,x :I : s : ; `. .`._ ::,::: : , £1111. ¢ /. 1 "•,,¢ 1 1 F,,, •, - : ! s g T I F CEILING JOI T i ': l "� I ! I II S S P 422 % , ; m I y ,= 2 MTS12 I 2x JOIST: 3 10d COMMON TOENAILS TO TOP ,111,1. „,. ,. : r r „ / \ / , : / / / 1 f i422 PLT/RAFTERS. r w : / , ,: . 42: ,' > : 1111 ; „� T g : v-. .. / '.� .. 1111._. . , , .,,r\ ,,. ,» \ / Z / .. „ i, .\, „ :. , - <, .. ,! .. 1111...-. : I ..._,.i__ - -- ;u.. r.,"._ TJI CLG.JOIST: 3 10d COMMON TOENAILS TO T . ( ) �T / \. / / ; I:, \ / _.,. . x � : / s / 1,111 i" ' / , . PLAT / d= .. E RAFTERS. .. : , :, :-. . & : ✓ -! :_.,\/ >. ,:. '•,. " 1111: h s I"H,a4...L ;.... ..,.__...c: 1111:: \ i� --- .. .,.<. / /; 2 MTS12 . „ --I , O �, __ - I u. , w I _11.11. , I I ,,, - :: :i ' 1Hd 1 : i : : , ` / LL r,. TIr 1 \: f , 0 rHA4 2 : . . , 8. . z 1 v POST DOWN RIDGE BEAM W/MIN 3)2x6. �, _ ,:U, • RIDGE TO POST W/MIN 2 R \1111./ I:( a::, . r :v c�, : O MTS12 _;1111 {t z �:. , : : I ;n T ,, __ , i /,,, x POST TO FRAMING BELOW W/MIN MTS12. O :,,.:I ! .. A' , I', __ TO . L_.. 11 11 . . 11..11_. _. , _1111 /" I- . /,. r i _::. - .111...1 SUR2r = 01 _1 . , u t :: \\ „. . ; ; „ S : r...: : ::: ,.. ,.< 1111. 111,1 L .'\ f -a 1, /i i \ i T y - -- U U : ,'� :; : : : ! , , C>r'.: .. ,_ - _� 1111. _. .., a✓✓:. ..,�.., ::/_`_ .. , , ye-, r f f I : : ! \\ _„ „ ( , C tt \,.. /" `� „ ( t 1,. / 2 HTS20 - 2 HTS20 BM2 /, 1 FT0 "_ _, 1111 g - F . ST 7 , /. W _ r r r { r r „ / \ , .. \ \ /, / . . I r �. 1111 .-. 111,1 ., � ... .x „ .. . ., i. / �,. ,. . ../\. •.. \ ,� ., ,,,.., :r. .: /_ //11 11 _.,_. .. 1111 -- -� �,__/ ; 111 1_s _1 .__/_ 1111. _v _. _ , r. . \. _.. ... .......... ..............., ..:....._., , ....._..... _........... ........ 1 1111.:. ..._. ..._ ,::::::::. 1111.: .,, r .. ... ..._..... } ... ; 1111 e.-- " 1111 ............... ......... 1111........._.. i......... { // a :ww, c\1 ...I.11. .. .: N - /, I -,t < k � 'O I F 1 i' „L x (2) HTS20 � ' � � � � � J/ / s i "'°' 2 N "' U Y...f ... :.........._... .........-. 1111............ ......... e�.f - < _ E �, W 11........11.... .....I..... e �gg4.„^^��{{ h'�a r 10-00 0 2, -04- 0 4-0 -00 w , 1111.._ - - --_ .. _._ 1111".. .....11...1.1 ........;y ...... .11.11..... _ / d BEAM SCHEDULE ¢ 0L Q CLQ - - - - - - -I 1 s \� �, _ ,gam W J F-- ST-7 ST-7 ST-7 Vic' � ii J { ,r I BEAM NO. BEAM SIZE AND TYPE NOTES <w o I m - Q D0 00 � OC ®cam ���&, I BM1 onCENTER LVL S I 2.0E-(4)1 3/4 x 16" NOTE 3 r , \ FLOOR TRUSS , y W N N M �✓ \ I � g -0 N y ❑ a- O LOAD BEARING WALL BELOW I BM2 onCENTER LVL " N M 2.0E-(4)1 3/a x 16" NOTE 3 ,i y � W 2x10 CONT. RIMBOARD @PERIMETER � , � 1"; O .- I OF FLOOR SYSTEM ATTACH TO EACH a � I FLOOR TRUSS W/(6)10d onCENTER LVLh � y�� 1 O I BM3 2.0E-(2)1 3/4 x 20" NOTE 2 E N G I CTU RA L F �' � Plan #: K1516 o ; ' ®�� __ U i BEAM SCHEDULE NOTES, ,, z ` ' Job #. 15-1073 i I 1. FASTEN EACH PLY W/(3)ROWS 10d @ 12"O.C.STAGGERED. 6 !�", ' `' I 2. FASTEN EACH PLY W/(3)ROWS 10d @ 6"O.C.STAGGERED. . fir? "' g ,�h , 3. FASTEN PLIES W/(2)ROWS %2"DIA.THRU BOLT W/NUT AND e(ld o s L ® - �. - WASHER @ 16"O.C.STAGGERED. PROVIDE 2"EDGE DISTANCE. ' F - - - - - - - - 2x10 RIMBOARD TO EVERY FLOOR �I �� '� 4 '�+ a x� FIRST LEVEL O F FRAMING PLAN TRUSSW/MIN(6)10d 1 � ® � . f7� s'�- GLENN LAYTON HOMES °EPS 1 0-, C11 FRAMING KEYNOTES (METAL CONNECTOR) J NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 1. MIN(2)INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 76 o E- —U ° c � � � E 'er •� 'V � �3 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS O c Q a> o .� O o ° HERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES,ALSO SEEvNi a`o o o vhi o o °s INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. Q =o o o n Q a2i•Q� o � o � 0 O Dog. a L .O2�t 2 3 V i ,oca`) o 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONES OF THE FOLLOWING O o ° o to O a aQ A. IF FLOOR TRUSS ALIGNS ABOVE SW,ATTACH FLOOR TRUSS .Q a o o u a '- .fl a v «s m � T � � � = BOTTOM CHORD TO SW DBL TOP PLATE W/10d @ 3"O.C. O ? o = o o N >3 a E B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE,ATTACH FLOOR 3G a v -0-0 v v OO �C �o w 0 DECK TO SW DBL TOP PLATE W/10d 3"O.C. 1999 Wells Road 4. PORCH BEAM FRAMING NOTES A. BEAM POCKET PORCH BEAMS AT TOP PLT ELEV Orange NOTCH TOP OF BEAM 3"FOR BEAM PKT CONNECTION AT WALL. TOP OF BEAM ELEVATION EQUALS TOP OF TOP PLATE. 32073 B. SHIM BELOW PORCH BEAMS JUST ABOVE TOP PLT ELEV v/ u) PORCH BEAM TO TOP PLT W/MTS12 OR MSTA24. v•� w C. POST DOWN PORCH BEAMS ABOVE TOP PLT ELEV 1 1 1 W PROVIDE DOUBLE STUD POST DOWN SUPPORT AT WALL FOR W PORCH BEAMS. BEAM TO POST DOWN STUDS W/HTS20 OR, z MSTA24.POST DOWN STUDS TO STUDS BELOW W/HTS20 OR MSTA24. Ur D. BEAM ATTACHED TO EXISTING FRAMING ATTACH PORCH BEAM TO EXISTING STUDS OR KING/JACK STUDS W/SIMPSON HUC HANGER MATCHING PORCH BEAM DIMENSIONS. LU 5. SHEATH WALL CONTINUOUS TO SECOND FLOOR TOP PER TYPICAL WALL SECTION SHEET. o U Q 04 6. HIGH UPLIFT CONNECTION: i N STRAP SW END STUDS DIRECTLY TO FLOOR •TOP PLATE TO STUD W/(1)SDWC15600 @ 16"O.C. OR(2)SDWC15600 OR @ 24"O.C. J TRUSS END VERTICAL;WHEN STRAPS ARE 6 INSTALLED OVER 2x10 RIBBON, FASTEN W/ •ALTERNATE"METAL FLAT STRAP 2ND LEVEL STUD TO IST LEVEL 0 Q ST-8 N it 10d x 3"LONG,TYP ALL 2ND LEVEL SW ENDS. STUD"@MAX 32"O.C. 1ST LEVEL STUD TO BOTTOM PLATE W/(1)SDWC15450 @ 16"O.C. OR N J (2)SDWC15450 @ 24"O.C. SW2 NO FE 8 u- 7. 7. PLANK ORIENTED HEADER FRAMING z A. FASTEN PLANK ORIENTED HEADER TO JACK KING GROUP W/(2)A35 -' EACH SIDE OF OPENING,SEE PLANK HEADER FRAMING DETAIL,ON z w DETAIL SHEET. O .._ ...... - -- --- - - - - B. FASTEN PLANK ORIENTED HEADER TO JACK/KING GROUP WIT H Y - - -- - - HORIZONTAL HTS16 STRAP EACH SIDE OF OPENING ¢ m WSP HDR-0/2 WSP HDR-0/2 {2)2x4 1/1 8. BALLOON FRAME WALL TO 2ND LEVEL TOP PLATE W/(2)2x6 NO.2 SPF o (n @ 12"O.C.,BLOCK ALL PANEL EDGES. t W 9. BLOCK ALL HORIZONTAL PANEL EDGES&SHEATH BOTH FACES OF SW. U) 06 2 2x6-2/2 2 MSTA24 10.BALLOON 6O.C.FRAME GABLE END WALL TO ROOF DECK W/2x6 NO.2 SPF o O 2 CS18 @ MAXU 1 MCSA84 ' ROOF GIRDER 11.BALLOON FRAME WALL W/2x6 N0.2 SPF @MAX 16"O.C. Q (2)2x6-1/2 4 z N NOTE 1 __ ST-7 00 E2D w r- O� LO LO SEE MULTI-STORY HOLLOW I WSP HDR-0/2 COLUMN FRAMING DETAIL, ` O SHEET ST-8. (6)TOTAL -- / �1 z Building Dept: ®. (2)2x12 w NOTE 4 NOTES c� WSP HDR-0/2 c w m 1. FLASHING&WATERPROOFING ARE OUTSIDE O w OF STRUCTURAL ENGINEERS SCOPE&SHALL � z BE DESIGNED&SUPPLIED BY BUILDER 2. BUILDER TO SUBMIT SHOP DRAWINGS OF (2)2x6-1/1 - 2 STUDS w w PROPOSED HANDRAIL CONSTRUCTION FOR O APPROVAL BY EOR PRIOR TO CONSTRUCTION O p WSP HDR-0/2 CS18 — NOTE 10 3 ¢ &INSPECTION. - O ST-7 u 1 MSTA24 -- SEE"TYPICAL PORCH _. z O SHEATHING DETAIL." N (2)2x10 112 NOTE 11 NOTE 1 0 : ......._. _, .. .._..... 1 MSTA24 U ¢ 5 0 J u- 2) -- - (2)2x6-111 N ¢ (2)2x6-1/2 (2)2x6-111 U z O O z ® 2 2x12 _ _ 1 MSTA24 1 MSTA24 U 1 MSTA24 F- x w ............ NOTE 4 (2)2x6-1/2 - (2)2x6-111 (2)2x6-1/1 w x SHEATH CEILING ••••••••• O � PER TABLE 2 m -_, z 1 MSTA24 1 MSTA24 w 1 MSTA24 - -- z - z N O (n N z (2)2x6-1/2 1 MSTA24 NOTE 1 ROOF GIRDER (1) O w 1 CS18 F- r U ULL z �-•. w `t <' 2 ST DS LL w - O p (2)2x6-1/ CK S18 w 01 S18 o m co z 0 0 �— ` 2 2x6-1/2 2 V J r , J/_ WSP HDR 0/2 WSP HDR-0/2 WSP HDR-0/2 ( NOTE 1 -- ST-7 w D 1 1 �_J J /KMKNEEWALL ¢ �/ r ST-7 OVER BEAM L.,L Z SW1 NOTE 10 ae � � � � O W � X z C� y F j - ^ d � Q 1.00(.0 U ti +- — G N o I-- M P w O EX STR CTURAL EERING Plan #: K1516 A .& Job #: 15-1073 SHEET NUMBER° SECOND LEVEL STRUCTURAL FRAMING PLAN 1 /4 11011 _ "vtm� T-GLENN LAYTON HOME5�� J�` any : 71457PE TRUSS ENGINEERING NOTES: ROOF FRAMING KEYNOTES NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN V V C C • UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN, ALL 1. PRE-MAUNFACTURED SHEAR PANEL a o h L� U TRUSS TO TOP PLATE CONNECTIONS SHALL BE ACCORDING INSTALL AS SHOWN ON LAYOUT ABOVE SW SPECIFIED ON ,� 3 2 FRAMING PLAN O - o o _moo �- O TO THE TYPICAL WALL SECTION SHEET. '� _ �:�� E, 'u �3 • SHEAR PANEL TO SW DBL TOP PLT W/10d @ 3"O.C. 0 a 5 O o >_ • FLOOR DECK TO SHEAR PANEL W/10d @ 3"O.C. y ��. H o a ° u Q 21 p Q O = Q Q c N a_ 0, o O 6 2. TYPICAL BEARING BLOCK oa Q v° 0 g. g • BEARING BLOCK TO BE NO.2 SYP,MIN 48"LONG AND TO MATCH i .� Q 3 V i `o o DIMENSION OF TRUSS MEMBER. 0 0 2 ° i.° S 0 .3 0 o aQ 0 t3 • ATTACH BEARING BLOCK TO TRUSS VERTICAL OR TRUSS >. m 2 ° ! `o U u �o� BOTTOM CHORD W/(3)ROWS 10d @ 4"O.C.STAGGERED. a c s E_ o E 0 O-E o �C a �� o U � - 3. LEDGER FRAMING NOTES: c.� • FASTEN LEDGER TO FRAMING/TRUSS VERTICALS AT 1999 Wells Road EVERY SUPPORT WITH FASTENING SHOWN BELOW(MAX 24"O.C.SPACING) • ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Orange' LOCATIONS ON PLAN 32073 • SEE TABLE 3 ON SHEET ST-1/S1 FOR FASTENER PROTECTION AGAINST CORROSION ' A • IN ACCORDANCE W/FRC 502.2.1, EXTERIOR DECK v, LEDGERS SHALL BE SECURE TO WALL FRAMING WITH WOOD SCREWS AS INDICATED ABOVE. COMMON NAILS AT FLOOR FRAMING LEDGERS ARE FOR INTERIOR USE ONLY. w Lij ROOF FRAMING LEDGER: z 2x6...................(4)12d COMMON 2x8....................(6)12d COMMON (D 2x10..................(8)12d COMMON _ 2x12..................(10) 12d COMMON FLOOR FRAMING LEDGER(W/NAILS): PT 2x6................(3)16d COMMON W PT 2x8................(5)16d COMMON Q CD PT 2x10..............(7)16d COMMON9-07-00 o ♦ , F 31-06-00 PT 2x12..............(9)16d COMMON Lqcq v FLOOR FRAMING LEDGER(W/SCREWS): o J . .._.._. .___ PT 2x6................(3)Y4"x 4-%2'LONG#14 WOOD SCREWS .. O PT 2x8................(5)Y4"X 4%2"LONG#14 WOOD SCREWS Q PT 2x10..............(7)Y4'X 4%2"LONG#14 WOOD SCREWS N ' �(' e' PT 2x12..............(9)Y4"X 4%2"LONG#14 WOOD SCREWS M - _...... ...... ........... .........._ .. ............... 0 - h I% 7' '1, . / 4 k w ,, OVERFRAMING NOTES z \ :vAF / / • ALL RAFTERS TO BE MIN.2x6 NO.2 SYP @ 24"O.C.MAX. C/) • ALL"SLEEPERS"TO BE PLANK ORIENTED 2x8 N0.2 SYP MIN. z W '" \ • FASTEN"SLEEPERS"TO EACH TRUSS/RAFTER W/(3) 16d U) ? JL 9 COMMONS MIN. U t /� • EACH RAFTER TO"SLEEPER"W/SIMPSON H3 UPLIFT s CONNECTOR. `, "` • ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. ` J10 / • FASTEN 2x6 N0.2 SYP COLLAR TIES FROM RAFTER TO w 2 .> ( ) HTS20 j col RAFTER WHERE APPLICABLE W/(5)10d COMMONS MIN. W cn \ r .. 0 O- (2) HTS20 / RAFTER SPAN SCHEDULE O.C. O LUMBER SIZE SPACING U Y �( � �� 2x6 2x8 2x10 2x12 Q f 12" 14'-5" 18'-3" 21'-8" 26-6" �� HTS�O " f 0 .,s..; 16 12'-6" 15'-10 18'-9" 22'-1 ~ -_ - - - 10'-2" 12'-11" 15'-4" 18'-0" 24" ..04 ' _ D.L./ GB1 20LL/15 #2 SYP .. 3 .,2�: ST-6 CEILING JOIST SPAN SCHEDULE - • LO 2x6 COLLAR TIES&CEILING O.C. LUMBER SIZE ^ ' 11 f `" _ JOISTSL@ EACH RAFTER N SPACING C06ASSEMBLY AS SHOWN;ATTACH � � � 2x4 2x6 2x8 2x10 � TO RAFTER W/(5)10d FACE NAILS U):.. 12" 11'-10° 18'-8° 24'-7" 26'-0° z Building Dept: 1-08-08 ' -- 2x8 RAFTER @ 16" 10'-9" 16'-11" 21'-7" 25'-7" m 24 O YP --- £ - s e ¢„ - 20'-1 C. T 3 13 11' 17' 7" 1" w SEE DETAIL B1,ST 8 FOR OUTRIGGER FRAMING&A CHORING 10 L.L./5 D.L.#2 SYP z „Y; ST-7 — �,_. _ HTS20 w 5. DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED BY ' _ -: -- BUILDER IN ACCORDANCE WITH FRC R302.12 p cfl /'. h 6. ANGLE&LATERAL BRACING MAY BE OMITTED FROM GABLE J BRACING DETAIL PENDING PORCH CEILING SHEATHING IS ~O „W 2-00-00 _ __ c__-^ PROPERLY APPLIED .:. _ T.. z .. 7. CONVENTIONAL FRAMING NOTES I- IF .... " _.._ _._ II II • SEE"OVERFRAMING NOTES"ON ROOF FRAMING PLAN FOR / /.,., . .... SPAN CHARTS AND ADDITIONAL NOTES.SPAN CHARTS MAY BE \ II „a USED FOR MEMBER SIZING UNLESS SIZE IS NOTED ON PLAN. ,'/ �I j z • ALL MEMBERS TO BE NO.2 SYP UNLESS NOTED OTHERWISE. OU ST-8 - - • ALL UNSPECIFIED RIDGES G S ARE CONSIDERED NON Q 0 .. O STRUCTURAL RIDGE - / = G BOARDS AND DO NOT REQUIRE F / �� z SUPPORTING STUDS OR UPLIFT CONNECTORS. O f / , i. / II II QQ,Q ¢ • ALL RIDGES BOARDS TO BE ONE SIZE LARGER THAN w € ? \ 1 _- xs SUPPORTED RAFTERS. z REQUIRED MEMBER CONNECTIONS AREAS FOLLOWS: z Ga -0 _. C9 . ........ .......... _._ w .. ...... ..._.,. .... _. ..j� 6 3 .... ...... .... _.. ..... .... ... w J RAFTERS -00-0 \` / � - � 2x8 RAFTERS:(1)SDWC15600 TO TOP PLATE, (8)12d Oz 0 2x10 RI GE BEA U COMMON TOENAILS TO RIDGE/VALLEY. _ _ y ,-, �. �y.., \; x NOTE 8 CEILING JOISTS x � 0 ") `� O 2x JOIST: 3 10d COMMON TOENAILS TO TOP w 1 - - _— }- _ - - - - NOTE 8 _. 1 ., c - � O PLT/RAFTERS. X s 00 s S'l 0-..,_._� 8. • POST DOWN RIDGE BEAM W/MIN(3)2x6. m � � _ __ _ _ � , �;� ', �..� ; �� � �;�"� c - Fq m • R N(2)MTS12. o I) �Q J • POST O FRAMING BELOW W/MIN (2)MTS12. z !4w (2):HTS20 (2) HTS20 0 i- O c w II ti o W — — , / V_ c:- cn .. a w wm / -- ST-7 c - , _ Zz _ � _! 12( 2x8 x MW 72"SCAB FOR = O W U — Jt ) : ry OVERHANG W/MIN(12) w , � ......... A; -0 2 ; , 17-00-00 { 0 10d FACE NAILS M a Z '.'; � „ ""'_ SEE DETAIL B1,ST-8 FOR OUTRIGGER FRAMING&ANCHORING � ..._. _ .._ _ O 3 w .JzC'1 ST-7 `/ f co opo � LL II Q � 0� a� M U Da N o cy) N w � " K o J ST U CTU RA L EN INEERING Plan #: K1516 '. � Job #: 15-1073 701 SHEET NUMBER SECOND LEVEL ROOF FRAMING PLAN 1 /4'° = 1 ' 0 GLENN LAYTON HOMES ` � � -4A ` t�E� MURI2AYY �•.E. _ I TOP PLATE TO JACK/KING GROUP: U U TYPICAL ROOF DECK. SEE 1 SDWC15600 SCREW AT OPENINGS 6'OR LESS. SHEATHING SPECS,SHEET ST-1 — ,O y c� o N 2x NO 2 SYP BLOCKING TO FIT TIGHT 11(2)SDWC15600 SCREWS AT OPENINGS BETWEEN 6'AND 8' N N BETWEEN TRUSSES, (3)10d TOE-NAIL 36"<c<8' TRUSS OR RAFTER TO TOP PLATE W/ @ EACH END, BLOCKING MAY BE SEE PLAN OTHERWISE a Q o O o > C V SDWC15600 INSTALLED FROM BELOW OMITTED FOR HEEL HEIGHTS<9" a o s a ° PLATE AS SHOWN IN INSTALLATION#1 2x8 N0.2 SYP y 0 0 U2 0 'A o a o o OVERHANG RAFTER v� o r a -0 ° c m c BELOW. SCABBED TO TRUSS W Q o0 Q a o ^ OUOc a H2.5A/T OR SDWC15600 CONNECTOR TO - a o c O 0 TOP CHORD W..MIN W •Il n o= b o v (� °� ` i✓ WALL SHEATHING TO TOP PLATE W/8d 16 10d COMMON NAILS _ JACK/KING INSIDE FACE OF STUD ? a- 3 C a-�oo c aQ 4.. ( ) p ¢ GROUP iD �� ° acc '- 3ooco BETWEEN TOP OF WOOD PANEL AND < N o a o o N — 2 Q COMMON,SPACING PER TABLE 2 ST-1. v o.o .Q a p a< CENTER OF FASTENERS. �G a p a p o VO ]L o} SCABBED TO TRUSS TOP CHORD W.. ' , , ' TRUSS OR RAFTER TO TOP PLATE 2x8 NO.2 SYP OVERHANG RAFTER 1 OPTIONS, UNO: TRUSS TOT P PLATE W/ •H2.5A/T 2x8 N0.2 SYP OVERHANG RAFTER SDWC156 0 OR H2.5A/T TYPICAL TRUSS TO TOP MIN(16) 10d COMMON NAILS TRUSS OVER HEADER: SCABBED TO TRUSS TOP CHORD W.. INSTALLED @ INSIDE FACE PLATE CONNECTION 2x8 NO.2 SYP OVERHANG RAFTER Orange •SDWC15600 OF PLAT AS SHOWN" TOP PLATE TO HEADER W/ SCABBED TO TRUSS TOP CHORD W.. H2.5A/T OR SDWC15600 @ HEADER JACKIKING MIN(16)10d COMMON NAILS SIMPSON SDWC15600 @ MAX MIN (16)10d COMMON NAILS 32073 GROUP AND @ MAX 32"O.C.,SDWC MAY BE TOP PLAT TO STUD W/ 32"O.C.(SEE HEADER TYPICAL EXTERIOR WALL INSTALLED TO EITHER FACE OF STUD,SEE SDWC15600 OR H2.5A/T TYPICAL FRAMING NOTES ON SHEET TYPICAL EXTERIOR WALL � � INSTALLATION DETAILS BELOW EXTERIOR WALL ST-1 FOR ALTERNATES) 2x4 OR 2x6 STUD GRADE SPF OR STUD SPACING PER TABLE 3: MAXIMUM ct BETTER @MAX 16"O.C. PER EXTERIOR WALL STUD SPACING.ROOF STUD ALIGNED DIRECTLY Uj W PLAN BEARING ONLY. BELOW TRUSS RAISED HEEL TRUSS HEADER FRAMING *SEE INSTALLATI N#2 BELOW (� TYPICAL WALL SECTION ALTERNATE ROOF-TO-WALL CONNECTION ALTERNATE SECTIONS AT ROOF 1 z (SECTIONS AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) SEE TABLE 2:WOOD STRUCTURAL PANEL W SHEATHING REQUIREMENTS FOR TYPICAL STUD TO BOTTOM PLATE HEADER SHEATHING SPECIFICATIONS TYPICAL EXTERIOR OR o JACK/KING GROUPS AND @ 32"O.C.W/ STUD TO BOTTM PLATE @ HEADER JACK/KING INTERIOR LOAD BEARING WALL N U (2)SDWC15450 OR(1)SDWC15600,SDWC MAY GROUPS AND @ 32"O.C.W/SDWC15450, BE INSTALLED TO EITHER FACE OF STUD, SDWC MAY BE INSTALLED TO EITHER FACE OF STUD TO BEAM OR TRUSS @ 48" N SEE INSTALLATION DETAILS BELOW STUD,SEE INSTALLATION DETAILS BELOW O.C.W/12"x 18 GA.METAL STRAP BOTTOM PLATE TO TRUSS @ 24"O.C. W/MIN(5)NAILS EACH IN STUD N Q W/SIMPSON SDWC15600BOTTOM PLATE TO AND BEAM N _ O C W/ DWC 54 OTRUSS @ 24" BOTTOM PLATE TO RIBBON BOARD WOOD BEAM OR TRUSS W/10d @ 6"O.C. GIRDER PER PLAN � z z W WALL SHEATHING TO BOTTOM PLATE W/ � 0 8d COMMON,SPACING PER TABLE 2,ST-1 — CONTINUOUS 2x10 SYP RIBBON BOARD; ATTACH TO ALL TRUSSES W/MIN(6)10D, 2ND FLOOR WALL TO BEAM OR HEADER W FASTEN SHEATHING TO 2X10 W/8d STRAPPIN METHOD FOR UPPER LEVEL FRAMING TO BEAM OR GIRDER ui Uj COMMON @ 3"O.C. WALL SHEATHING TO TOP PLATE W/8d KING STUDS: EACH KING STUD TO BEAM/HEADER BELOW WITH COMMON,SPACING PER TABLE 2,ST-1 MSTA36(OR CS 18)WITH(18)10d. ry SHEARW LLS: DOUBLE STUD AT SHEARWALL ENDS TO BEAM/HEADER O ALTERNATE STRAP TOP PLATE TO TRUSS @ HEADER BELOW PER SW SHEAR WALL SCHEDULE ON SHEET O CONNECTOR. SEE JACK/KING GROUPS AND @ 24"O.C.W/ ST-1 ry "METAL FLAT STRAP 2ND SDWC15600 **WHENFLOOR SYSTEM EXCEEDS 16"DEPTH, USE SIMPSON CS18 LEVEL STUD TO 1ST TOP PLATE TO TRUSS @ 48"O.C.W/ z STUD TO TOP PLATE @ HEADER JACK/KING SIMPSON SDWC15600 EXCLUSIV LY** 00 LEVEL STUD"DETAIL GROUPS AND @ 48"O.C.W/SDWC15600,SDWC k MAY BE INSTALLED TO EITHER FACE OF STUD, ALTERNATE SECTIONS AT FLOOR Cn SEE INSTALLATION DETAILS BELOWH STUD SPACING PER TABLE 3: MAXIMUM 2x4 OR 2x6 STUD GRADE EXTERIOR WALL STUD SPACING. ROOF SPF OR BETTER @ MAX AND FLOOR BEARING. ti 16"O.C, LINO. SEE PLAN TYPICAL WALL SECTION o � � z U) U) Building Dept: •ANCHOR BOLT(SEE OPTIONS)W/NUT AND 2" •TWO STORY-STUD TO BOTTOM PLATE @ SQUARE WASHER: W •EACH SIDE OF OPENINGS z HEADER JACK/KING GROUPS AND @ 48" •WITHIN 12"OF END OF PLATE SEGMENTS w O.C.W/SDWC15450 •MAX 48"O.C.OTHERWISE 2"DIA,x 22"'MIN •SINGLE STORY-STUD TO BOTTOM PLATE EMBEDMENT APPROVED @ HEADER JACK/KING GROUPS AND @ 0 z w WEDGE ANCHOR OR 32"O.C.W/(2)SDWC15450 < EQUAL @ 48"O.C. MAX W/ •SDWC MAY BE INSTALLED TO EITHER WALL SHEATHING TO PT SILL PLATE WITH 2"SQUARE WASHER FACE OF STUD,SEE INSTALLATION 8d COMMON,SPACING PER TABLE 2,ST-1 MIN Y2"36 KSI 0 O DETAILS BELOW MIN%2"x10"L-HOOK THREADED ROD MIN%2 Ox 6"TITEN HD MIN Y2"Ox 6"TITEN HD MASA TO TOP OF LL 2'BETWEEN BOTTOM OF PANEL ANCHOR BOLT OR HILTI KWIK HUS-EZ OR HILTI KWIK HUS-EZ BOTTOM PLATE W/(6) AND CENTER OF FASTENERS. ADHESIVE(OR z DO NOT USE J-BOLT AT APPROVED EQUAL) 10d x 1 /2 0 — — — — = a a=._ = MINIMUM�"/MAX Y4"GAP BETWEEN HOLD-DOWN TO TOP OF WOOD d — " 8 CONNECTORS 4 BOTTOM OF PANEL AND TOP OF SLAB. PLATE 0 a \ \ \ \ 12x6 BOTTOM PLATE 2x4 BOTTOM PLATE IL IL /// o MASA TO SIDE OF U 8"EMBED AT STEMWALL 0 BOTTOM PLATE W/(3) < 6"EMBED AT MONOLITHIC 10d x 1 %2' � Q MONOLITHIC OR MONOLITHIC OR MONOLITHIC O STEMWALL FOOTING STEMWALL FOOTING FOOTING ONLY - MASA SET%2"TO THE < EXTERIOR SHEATHING TO RESOLVE INSIDE OF SLAB. /�j\ \ \ WALL UPLIFT AND SHEAR AT SILL PER PLAN APPROVED ADHESIVE z \ PLATE. TYPICAL, UNO. OR EPDXY ANCHOR MIN. MIN. \\ \\ \\ I MIN MONOLITHIC OR 3 13/a" MONOLITHIC 0 r s STEMWALL FTG PER O_ i/\ 13 PLAN FOOTING ONLY 0 \/ / 1 ��� O SCREW ANCHOR IN ��� O SCREW ANCHOR IN 1 J- /2 DRILL & EPDXY 2 --- 2 /�/// /2 J BOLT ANCHOR ANCHOR 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE MASA ANCHOR W \\\\ 4 0- °II p \\\\\'' TYPICAL BOTTOM PLATE ANCHOR OPTIONS < d BOTTOM PLATE ANCHOR NOTES: 1-HOUR FIRE RATED ASSEMBLIES: m da / 1. ANCHOR REQUIRED ADJACENT TO EACH SIDE OF OPENING FIRE PROTECTION ASSEMBLIES ARE TO BE DETERMINED BY BUILDER AND ARE UNDER THE o a. 2. TYPICAL ANCHOR BOLT SPACING IS 48"O.C.,SEE PLAN FOR ENFORCEMENT OF THE BUILDING OFFICIAL. NON-TYPICAL BOLT SPACING.REQUIREMENTS • FIRE RATED WALL COVERINGS REQUIRE A MINIMUM OF 1 Y2"NAIL PENETRATION INTO OPY OFFICE � \ 3. MINIMUM(2)ANCHORS REQUIRED IN ANY SEGMENT OF BOTTOM PLATE. FRAMING SUPPORTS @ MAX 24"O.C. w AN ANCHOR MUST BE PRESENT WITHIN 12"OF THE END OF ANY PLATE e USE GALVANIZED OR STAINLESS FASTENERS IN FIRE PROTECTIVE MATERIALS PER Q EXTERIOR WALL 4. ALL BOLT ANCHOR OPTIONS REQUIRE NUT AND 2"SQUARE WASHER SPECIFIED INSTALLATION DETAIL zi4`-23/4" z • WOOD STRUCTURAL PANEL MAY BE INSTALLED BETWEEN FIRE PROTECTION AND Z) TYPICAL WALL SECTION WOOD STUDS(FBC TABLE 721.1(2), FOOTNOTE L). 0 W T • %"TYPE X SHEATHING MAY SUBSTITUTE WOOD STRUCTURAL PANEL FOR"TYPICAL Pressure U U y (SECTIONS AT FOUNDATION ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS) WALL"FRAMING APPLICATIONS.AT"SW"WALL, OSB OR PLYWOOD MUST BE INSTALLED . .. , treated sill Z U «.,• .. TYPICAL WALL SECTION NOTES: TO INTERIOR OR EXTERIOR FACE OF SPECIFIED WALL PRIOR TO FIRE PROTECTION. `''"�•' : r ''` v 1. ALL TOP PLATES ARE TO BE BUILT WITH(2)2x_NO.2 SYP FASTENED W/(2)ROWS 10d @ 8"O.C. STAGGERED ,.~ i•:�' .' : ... < 30 .,. .� } � W W ��I'1 (UNO). MINIMUM 48'LAP W/MINIMUM(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED. �•J 2. 1 STAND 2ND FLOOR BOTTOM PLATES SHALL BE NO.2 SYP DUE TO FASTENER CAPACIITIES. SDWC15450 at sill plate connection 0 0 3. FLOOR-TO-FLOOR UPLIFT CONNECTIONS NOT REQUIRED UNDER JACK AND GABLE TRUSSES,TYPICAL. 10° 0°Finish:Black E-CoatrM O 0 _ Optimal 22%2° O "' r� 4. SEE PLAN FOR ADDITIONAL NON-TYPICAL METAL CONNECTORS AT GIRDERS AND SHEAR WALLS V) U J" 5. TYPICAL STUD TO BOTTOM PLATE CONNECTOR NOT REQUIRED AT CRIPPLES BELOW WINDOW SILL BLOCK Note:Sill plate anchor to foundation not shown for clarity. w W SDWC INSTALLATION SPECIFICATIONS, AS PROVIDED BY SCREW MANUFACTURER 11 SDWC STUD-TO-SILL PLATE CONNECTION "NOTE TO FRAMER" "NOTE TO FRAMER" < ,� - L.t_ - Of H [EAX(1)SDWC TO NARROW FACE OF MAX(1)SDWC TO NARROW FACE OF W STUD,(2)SDWC TO NARROW FACE EACH STUD, (2)SDWC TO NARROW FACE :h o OF STUD REQUIRES(2)STUDS OF STUD REQUIRES(2)STUDS � �i - Optimal 22%,10° 0° Rafter or Truss N"min q" n a"";"' CO �r in L.L 30°Ma �z 3/a rrin �l'4 "minimum "Min 30° g Optimal 22%° SDWC15450 edge distance U N for full values Splice may be in 30° 10° 0° (with or without upper or lower MIN%2"EDGELij PEp (� ® Do not install SDWC in a plate splice) plate DISTANCE O hatched area p SDWC15600 %2"Max ::�3"+/-'/4 5T u CTU RAL Offset%4'from .��. E €� RIN� Plan #: K1516 Overhan /2 Min topfpull to splice MIN%2"EDGE Et' a®� _ ti 3/4 Max SDWC15600 ,. ��' R A Job #: 15 1073 NI DISTANCE ' C Note:Sloped-roof rafters may be sloped up to and including a SDWC15600 �x Rafter to Top Plate shown SDWC15600 (1)SDWC (2)SDWC4 , SDWC15600 SDWC15600 12:12 pitch and must be"birdsmouth"cut. SDWC15600 Truss to To Plate similar ; ! rPt a Jt Top Note;Stud-to-Bottom Plate shown.All other installations similar. 0 Z SDWC MIN.EDGE DISTANCE FOR TOP PLATE SPLICE OPT.SDWC STUD-TO-TOP PLATE SDWC INSTALLATION RANGE OPT.SDWC STUD-TO-SILL PLATE CONNECTION - 1 STANDARD SDWC ROOF TO WALL INSTALLATION 1 a STANDARD SDWC ROOF TO WALL INSTALLATION RANGE 2 OPT.SDWC INSTALLATION-TRUSS/RAFTERALIGNEDWITHSTUD 2a OPT.SDWC ON RANGE 3 (SIM FOR STUD TO TOP PLATE CONNECTION) 4 CONNECTION THROUGH NARROW FACE 4a AT NARROW FACE OF STUD 1121 THROUGH NARROW FACE AT FDN' 1 3 SDWC EDGE DISTANCE AND SPACING INFORMATION .m T-5 GLENN LAYTON HOMES ° E� : M x_NI w* DIAGONAL BRACE PER 10 TRUSSES APPLIED TO 1 DIAG ( ) U V 4"CONCRETE SLAB W/ - OPPOSITE SIDE OF WEBS. DIAGONAL BRACE APPLIED AT C 6x6 W1.4 x W1.4 WWF OR APPROXIMATE 45'ANGLE TO NO LESS THAN(3)TRUSSES. vi o vi FIBERMESHII II II II m 4"CONCRETE SLAB W/ "- = T=3 > _ '0 6x6 W1.4 x W1.4 WWF OR CONTINUOUS LATERAL RESTRAINT o - ° � t •- m >3 8"MIN FIBERMESH DEFINED BY TRUSS SHOP DRAWING. O(CLR). QUANTITY AND LOCATION 75 -9 a> o o O ° a 0'-0"A.F.F. o � H -0-0 28"MAX - ---- SEE ARCH. -1 DWGS: � �a � o t O o ° \ I\/ \�\ Q TRUSS TO TOP PLATE °� o o c°v '3 U 0ai a o o VAPOR BARRIER // I\ \ \ \ \ \ '�/\/\ L--_a --"--- NO 2 SYP DOUBLE - o ° = a \/ p o �/ 12"MIN/ /\/\/\/\/ / / a a WJ H2.5T, LINO (2)SDWC15600 OR(2)MSTA24 O o o ° .o ^ o /\\\/\\\/\\\/ STUDS TO TOP PLATE TOP PLATE Q) Q � !• 2 o `o \ • • • / / PER ARCH.DRAWINGS - APPLIED TO EITHER IF LATERAL RESTRAINT MUST BE 2 MSTA36 TO INSIDE OR FOOTING TO BEAR ON \ / e i 6"OPT. EXTENSION IN BRICK OUTSIDE FACE OF WALL SIDE OF WEBS MADE OF MORE THAN ONE PIECE, FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN VAPOR BARRIER DO SO WITH OVERLAPPING BRACESRoad CRIPPLE STUD AT EACH NO 2 SYP DOUBLE LIKE THIS(TYP EVERYWHERE) 12"UNDER 1 STORY WALL 12"UNDER 1 STORY WALL END OF HEADER SILL, TOP PLATE AL NO.4 OR NO.5 WITH(2)#4 OR(2)#5 CONT z AS SHOWN Orange Park FL OR 2#5 CONT ADDITION - WITH(2)#4 O � BAR IN BRICK LEDGE 32073 16"UNDER 2 STORY WALL 16"UNDER 2 STORY WALL WITH(3)#4 OR(2)#5 CONT WITH(3)#4 OR(2)#5 CONT PER ARCH. DRAWINGS NO .2 SPF HEADER SILL TRUSSES NEEDING BRACING MONOLITHIC FOOTING SECTION BEARING CURB STEP SECTION IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM INSTALL DBL 2x_BLOCKING STRUCTURE STEEPER THAN 1'-0"VERTICALLY PER 3'-0" MAX 36.5"R.O. IN FIRST TWO STUD SPACES. LATERAL BRACING - MULTIPLE TRUSSES W W FASTEN SHEATHING TO 1. ALL RESTRAINT LUMBER SHOWN SHALL BE 2x4 NO.3 SPF OR BETTER(UNO). Z HORIZONTALLY,CONTRACTOR HAS TWO CHOICES: BLOCKING WITH 8d 1. PRIOR TO CONSTRUCTION,SEEK GUIDANCE OF EOR TO PREVENT COMMONS @ 3"O.C. 2. SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE, IMMEDIATELY EROSION OF SOIL. CONTACT THE ENGINEER OF RECORD FOR APPROPRIATE BRACING DETAILS. 0 2. USE STEMWALL FOOTING 3. BRACING LUMBER SHALL INTERSECT THE WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS _ 0 o NEEDING BRACING ON THE INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 0 0 4. ALL FASTENERS SHOWN AREA 31"x 3"LONG(UNO). � � 5. DESIGNED PER BCSI-B3,2007. LLj 4"CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF N 0'-0"A.F.F. OR FIBER MESH (BEYOND) -U-BLOCK W/ o r , 8"CMU CHAIR BLOCK W/ v (1)#5 CONT. 4"FLOATING CONCRETE w (1)#5 CONT FASTEN STUDS TOGETHER "' WITH(2)ROWs 10d AT 8"O.C., N TOP OF SLAB ,� SLAB W/6x6 W1.4xW1.4 Q STAGGERED,EDGE NAIL CONTINUOUS LATERAL RESTRAINT WEB o O J - w WWF OR FIBERMESH > �s^Maxx^MAX _T6" BRACE SUBSTITUTE o') --------------- SHEATHING AT ST D GROU F7-/-\7 / / / / o00 PER TABLE 2,ST-1U WE E S FINISH _ Q \\ - - 04 °° e cWn GRADE SIZE CLR T OR L SCAB \ _ _ _ B MEMBER SPECIFIED ALTERNATE BRACING VAPOR BARRIER \ '' // / / / / / / / p / \ 2x4 1 ROW 2x4 (1)2x4 N // // X \/\/\/\/\/\/\/\ w \/\/\'T\�\ \ \ N F- \\ /j\ LL //jam//\ \ \ T-BRACE FASTENED TO \ \ 2x6 1 ROW2X4 2 S 2x4 (1)2x6 #4 0R#5 VERT REINFORCING \\\\ \ Z -%�T >>//\ / / / /\ \ \ \ \ \\ WEB W/10d AT 6"O.C. 2x6 2 ROWS 2x6 (2)2x4 Z LL( UP TO 3 COURSES: 72"O.C. \//\/ I \\ \\/ MAX 3 COURSES: #4 OR#5 VERT \ /\\/\\/\\/��"\Y/\ 4 TO 5 COURSES: 48"O.C. I /\/\//A7 \ \//\/ 2x8 1 ROW 2x6 (1)2x8 U) / 1 REINFORCING @MAX 72"O.C. \ \ \ 2x8 2 ROWS 2x6 (2)2x6' Y Q \\/ \ MAX 5 COURSES: #4 OR#5 VERT. / a /� THIS DETAIL APPLIES TO STRAIGHT RUNS OF EXTERIOR WALL _ V I SP HEADER DETAILS L-BRACE FASTENED TO \1 p �_ l/\\ REINFORCING @MAX 48"O.C. _ AND SW. THIS DOES NOT APPLY TO 45-DEGREE OR \/ ,p -owl ✓/\\/ \ • -�--e (ELEVATION VIEW) 90-DEGREE CORNERS. WEB W/10d AT 6"O.C. o NOTE: EXTERIOR OSB WALL COVERING SERVES AS SINGLE TRUSS BRACING W W CHANGE IN PLATE HEIGHT ADDITIONAL#4 OR#5 IN HEADER/ HEA ER OVER OPENING AS INDICATED ON PLAN 1. INDIVIDUAL WEB BRACING MAY BE USED WHEN CONTINUOUS LATERAL FOOTING TO BEAR ON FIRM �\ //�\j' BRICK LEDGE FOOTING TO BEAR ON FIRM ADDITIONAL#4 OR#5 UNDISTURBED SOIL UNDISTURBED SOIL RESTRAINT(CLR)IS SPECIFIED ON A TRUSS DESIGN BUT AN ALTERNATIVE � IN BRICK LEDGE SCAB BRACE FASTENED TO WEB BRACING METHOD IS DESIRED. ~ 4"OPT BRICK LEDGE 0 VERTICAL REINFORCEMENT VERT REINFORCEMENT TO WEB W/10d AT 6"O.C. 2. INDIVIDUAL WEB BRACING MAY CONSIST OF T-BRACING, L-BRACING,OR TO HAVE 6"BEND O BOTTOM NOTED ON FND PLAN 4"OPT BRICK LEDGE *IF(2)BRACES ARE SCAB BRACING. REFER TO CHART AND DETAIL FOR MORE INFORMATION. UU HAVE 6"BEND @ BOTTOM _ REQUIRED,APPLY(1)BRACE 3. INDIVIDUAL WEB BRACING MATERIAL TO BE SAME SIZE,SPECIES,AND NOTED ON FND PLAN S°Max �s°MAX __16"Max TO EACH FACE OF WEB. GRADE AS WEB TO BE BRACED. a CAST-IN-PLACE FOOTING SPECS CAST-IN-PLACE FOOTING SPECS 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT 1-STORY:8"x 16"W/(2)#4 OR(2)#5 CONT PERMANENT WEB BRACING o 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT 2-STORY: 10"x 20"W/(3)#4 OR(2)#5 CONT U) LO 2 CMU STEMWALL SECTION CMU STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK LO FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 2x6Phone: COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS HTT5904 272.5339 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2x4 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY SHEATH INSIDE FACE ONLY IF NOTED - ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. ON FRAMING PLAN. ACCEPTABLE TO MIN 36"SCAB W/(20) 10d TO ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. STOP SHEATHING AT GOAL POST I o FULL HEIGHT CORNER STUD z Building Dept: FASTEN STUDS TO CORNER cv o (X STUD GROUP W/(2)ROWS w 10d @ 6"O.C.,STAGGERED. z A STOP NAILS AT BOTTOM 24" z JACK AND KING STUDS. SEE OF STUD FOR CONNECTOR w (2)#4 OR(2)#5 CONTINUOUS 6x6-W1.4 x W1.4 WWF DRIVEWAY SLAB OR 4"CONCRETE SLAB,SEE PLAN PLAN FOR QUANTITIES. HTT5 -"- EXTERIOR INSTALLATION p PAVERS,SEE ARCH WALL •2X_FLATWISE BLOCKING SHEATHING O GARAGE RETURNS TO BE PLAN VIEW --- ------ ------- -a-_-.---T_--.-- BETWEEN GABLE TRUSS FRAMED AS 2x6. - a --- ---- a BOTTOM CHORD AND GIRDER ° ° a TRUSS BOTTOM CHORD AS z /\// \\ N ; AT HEADER AT CORNER U / SHOWN,ALIGN WITH OPPOSING \/ /\\/\\ TRUSSES @MAX 48"O.C. EACH JACK TO HEADER W/ ADDITIONAL WALL STUDS @ Q OAj •ATTACH EACH BLOCK TO TRUSS SIMPSON MSTA24. MAX 16"O.C.AS REQUIRED O \X\\�\\\/\\�� VAPOR BARRIER / / / // // // //� BOTTOM CHORD W/(3) 10d O 16„ /\\/\\� \ \\ \\ \\ \\ \ TOE-NAILS 16"O.C. I U X//////// \ \/////////\ FASTEN SHEATHING TO (3)STUDS MINIMUM Q � // \ /\\ FLAT OISE TTOMOCKING TO GIRDER GARAGE RETURN STUDS, CHORD l OPPOSING TOP LATE,AND BOTTOM AT CORNER o \\/\\/\\ ` \\ \\ STEMWALL BEYOND AND TRUSS BOTTOM CHORD W/CS18 GABLE TRUSS TO TOP PLATE PLATE AS SHOWN W/8d LL BEARING WALL FOOTING SECTION i\ \ \/ //;/\/ // // W/(4)1od x 1Y2"EACH END CONNECTION COMMON AT 3"O.C. Q \\\\\ j\\\ CONCRETE FTG,SEE PLAN / 1. TOE-NAIL GABLE BOTTOM CHORD I I INSTALL(1)SIMPSON HTT5 v TO DBL TOP PLATE W/10d @ 4"O.C. AT CORNER END OF z_ .. . \ 2. STRAP TRUSS TO TOP PLATE WITH 3/$"DIA.ALL-THREAD W/2" RETURN. SEE ROUND WASHER DRILLED MSTA12 W/(8)10d @ 48"O.C. OR I ALTERNATIVE HOEDOWN U AND EPDXIED INTO O ATTACH EACH BLOCK TO DBL TOP TOP PLATE TO TRUSS BOTTOM OPTIONS IN NOTE BELOW. GARAGE ENTRY CMU STEMWALL SECTION PLATE W/(3)10d FACE NAILS FROM CHORD W/SDWC15600 INSTALLED CONCRETE W/7"EMBED V 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ABOVE VERTICALLY = INSTALL(1)SIMPSON HTT5 w FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 AT HEADER END OF BOTTOM PLATE H 4"CONCRETE SLAB W/ COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS RETURN,AS SHOWN. SEE 6x6 W1.4 x W1,4 WWF OR MAY BE OBTAINED FROM THE ENGINEER OF RECORD. ALTERNATIVE HOEDOWN Q FIBERMESH 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY OPTIONS IN NOTE BELOW, Q 0'-0"A.F.F. ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. sEE ARCH: G B 1 GABLE BRACING DETAIL z z _zw zw m -a -�---a--� a ° DWGS. � 0 � � MONOLITHIC FOOTING o 8"MIN r W m OR STEMWALL. 0 OFFICE COPY z 8"x8"THICKENED 8" FTG AT STEP-DOWN, VAPOR BARRIER ELEVATION VIEW 0 ' ` SEE PLAN v L Z U CURB STEP SECTION Q LLQ Q CD >_ Wm e ROOF DECK G GARAGE RETURN o o Q m Z ALTERNATIVES FOR THIS APPLICATION&DETAIL ONLY: 0 r/1 j TRUSSES PARALLEL TO WALL: ROOF TRUSS (1)STHD14=(1)HTT5(MONOLITHIC) _ N V J _ KING AND JACK STUDS 2x4 SPF(MIN) NAILER FASTENED OR RAFTER (2)PA51 =(1)HTT5(STEMWALL) wry W U PER ENGINEERING ct TO DBL TOP PLT W/10d @ 3"O.C. 2x4 SPF(MIN)BLOCKING (2)%a x 2-/4"TAPCONS=(1)ANCHOR BOLT W 6 FINISH AND TRIM WORK BY BETWEEN EACH TRUSS. r TRUSSES PERPENDICULAR TO WALL: LL BUILDER FASTEN TO BEAM w/10d o_ � � �j � NO 4 OR NO 5 @18"O.C. 2x4 SPF(MIN)BLOCKING @ 4"O.C. ¢ Lo o IJ•- BETWEEN EACH TRUSS.FASTEN ,o. 4"CONCRETE SLAB W/g"BEND @BOTTOM WEATHER STRIPPING/STOP TRUSS TO PORCH i s 04 Z W/6x6W1.4xW1.4 1 �° / II TO DBL TOP PLT W10d 4"O.G. F OR FIBERMESH BEAM Wl SDWC15600 LL. o WW VARIES GARAGE DOOR / m `� �J/ D U) 8"MIN -, 00 LL - - - a - - =-ea- - ° 28"MAX i C0 a - -------- O OR THICKER EDX �\�\ \//\//\/\/\ OR OSB FASTENED TO aI N 12"MIN%\/\\/\\/\\/\j �� TRUSSES, RAFTERS p O \\ \\ \\ \\\\ 2x6 SYP GOAL POST 2x WALL FRAMING N W co / / / / / OR BLOCKING W/8d �� C O COMMONS @ 3"EDGE, PORCH BEAMP O VAPOR BARRIER //� • i/ \/ '//\//\//%// ATTACHED TO STUDS W/ NOTE: C FIELD. i IN LIEU OF SPECIFIED DECK SCREWS FOR (2)ROWS OF 3-/z"GALV GOAL POST ATTACHMENT,THE GARAGE \ / 6"OPT.EXTENSION IN BRICK DECK SCREWS @ 12' O.C. DOOR SUPPLIER MAY SPECIFY A PORCH BEAM TO POST: LOCATIONS ON FND PLAN GARAGE DOOR TRACK FASTENING PATTERN OF THE GARAGE WOOD STRUCTURAL (1)MSTA S STIR CTU RAL ATTACHED PER MANUF. DOOR TRACK DIRECTLY TO THE KING AND SHEATHING POST To SLAB: EN G I EERI N GK1 516 12"UNDER 1 STORY WALL WRITTEN SPECIFICATIONS JACK STUDS,THROUGH THE GOAL POST. ABU POST BASE ANCHOR � it,,,'�fiI Pian #: 15-10 WITH(2)#4 OR(2)#5 CONT ADDITIONAL NO.4 OR NO.5 OR DTT2Z BAR IN BRICK LEDGE ( ��a a ®•Q..- �'• ��� ®��i* Job #: 15-1073 16"UNDER 2 STORY WALL DETAIL WITHOUT BUCK UNLESS NOTED OTHERWISE) WITH(3)#4 OR(2)#5 CONT GARAGE DOOR JAMB D TYPICAL PORCH SHEATHING DETAIL THIS DETAIL IS REQUIRED AT ALL COVERED PORCHES �» CL UNLESS NOTED OTHERWISE. GARAGE EXT WALL CURB SECTION s , 5 „5 ;> ST-6 GLENN LAYTON HOMES ; A� MA :E. I C ROOF SHEATHING PER TABLE 2,ST-1 ® � � U 3 ROOF SHEATHING PER ... »- o TABLE 2,ST-1 \ .O c a j p ° O o ° > ROOF DECK, SEE TYP. y o o° o �j� H o o o._ WALL SECTION Q =y o o° a O•Q Q� ` oIl E >a o O o8 � 0 o �. or.... oCJ '= a TRUSS TO TOP PLATE w/ — ROOF TRUSS ►- Q o Q ULn 0 3 o a Q V i p3o o `- o �� N 6 Qom.'- 5 .d - ` SDWC15600 N P� �� a C4 � a � Eo�oa ` 2x6N0.2SYPDOUBLE " o 2 _ o o � `� o0o );2 F=� � Q� 06 TOP PLATE. 1999Wellsa 1 2x6 NO.2 SPF STUDS @ Orange 16"O.C. EACH TRUSS TO DBL TOP 32073 SHEATHING OVER STUDS. TOP PLATE ACH PLATE W/SDWC15600 � ) SEE TYP,WALL SECTION EACH TRUSS TO DBL TOP STUD w/SDWC15600 PLATE W!SDWC15600 SIMPSON MSTA24 EACH 2x OVERHANG,SEE ROOF 2x6 x MIN 6'LONG NO.2 SYP OVERHANG RAFTER SCABBED TO STUD TO BEAM. FRAMING PLAN LV TRUSS TOP CHORD W..MIN(16) NO.2 SYP BOTTOM PLATE FASTENED Z 10d COMMON NAILS TO (2)2x10 BEAM W/ 10d @ 6"O.C. �— STAGGERED, TYP AS SHOWN. ROOF SHEATHING PER �.\ W TABLE 2,ST-1 (2)2x10 SUPPORT BEAM BELOW, SHEATH WALL PER o FLITCH WITH /2'OSB TO FLUSH BEAM N WIDTH TO ACCEPT MSTA STRAPS TABLE 2,ST-1 r U SHEATH WALL PER TABLE 2,ST-1 N O J `,n`'^( KNEEWALL SECTION Q N / M L ` TOP PLATE TO EACH RAFTER _j f PURLIN WALLS NOT INTENDED TO W/(1)SDWC15600 U_ RESOLVE UPLIFT. BEARING w Z SUPPORT ONLY. z LLI O 2x4 @ 16"O.C. FRAMED KNEEWALL Q ~. o LU 2x4 KNEEWALL BRACING @ 32"O.C., MAX,ATTACH AT EACH END W/(4)10d U) LU co �` ROOF SHEATHING PER �- BOTTOM PLATE TO EACH 2x OVERHANG,SEE ROOF TABLE 2,ST-1 STUD TO BOTTOM PLATE O FLOOR TRUSS W/SDWC15600 FRAMING PLAN W/SDWC15450 @MAX U 32"O.C. n 16"DEEP FLOOR TRUSS BOTTOM PLATE TO RIM BOARD W/10d @ 6"O.C. z 2x RAFTER,SEE ROOF FRAMING PLAN '\�� O == __ BOTTOM PLATE TO w -_ == 2x10 SYP RIBBON BOARD; OVERHANG TO RAFTER W/(3)ROWS ATTACH TO EACH TRUSS W/ 10d @ 4"O.C.,STAGGERED EVERY TRUSS W/ �r O 6 10d /y/ SDWC15600 2X4 DIAGONAL BRACE @ MAX 48" O.C.;ATTACH TO RAFTER W/(5)10d 2x12 SYP BLOCKING ter, 1 SHEATHING TO 2x10 RIBBON BOARD W/8d @ 3"O.C. AND TO 2X6 PLATE WJ(3)10d `� ABOVE 1ST LEVEL DBL � o 904.272.5339� � KNEEWALL STUD TO BOTTOM TOE-NAILS+(1)SDWC15450 TOP PLATE, BETWEEN z PLATE W/SDWC15450 @ MAX PORCH TRUSSES mstm• c) -- 32"O.C. 2X6 PLATE;ANCHOR TO EACH FLOOR w Building Dept: E: FLOOR SHEATHING PER SPEC,ST-1 TRUSS W/(2)4"Q)x 32'LONG SDS U) SCREWS SHEATH CEILING PER"TYPICAL m 2x OVERHANG,SEE ROOF PORCH SHEATHING DETAIL," w FRAMING PLAN TOP PLATE TO EACH ST-6 w TOP PLATE TO EACH I ------ ---- TRUSS W/SDWC15600 z i c� TRUSS W/SDWC15600 ==== TOP PLATE TO EACH BOTTOM PLATE TO EVERY w FLOOR TRUSS W/SDWC15600 RAFTER W/(1)SDWC15600 Q I ILL I � I SHEATH WALL PER O TABLE 2,ST-1 ■2x8 OR LARGER BLOCKING 16"DEEP FLOOR TRUSS BETWEEN FLOOR TRUSSES ■ 16"DEEP FLOOR TRUSS O ATTACH TO DBL TOP PLATE CL W/10d @ 4"O.C. O TOP PLATE TO EVERY FLOOR 0 I U TRUSS W/SDWC15600 I I I o O u- I I I Q —SHEATH WALL PER j SHEATH WALL PER U I SHEATH WALL PER ? I I TABLE 2,ST-1 TABLE 2,ST-1 TABLE 2,ST-1 I I I I � I I 1 U 0 O z C) X I I I W I I I Q I I I I I I I I I j m I I I Q w I z W I I I I z U D I I I O I I y I I I f- BOTTOM PLATE _ O 7 j ANCHORAGE PER ST-5 j BOTTOM PLATE BOTTOM PLATE ¢ ` < (D BOTTOM PLATE ANCHORAGE PER ST-5 ANCHORAGE PER ST-5 I LI) M ry ANCHORAGE PER ST-5 FODUNDAT OIW WN PLAN OQJ O 0 co z > U) U _! IGw \\ \\ x /\//` w z a \/r\\//\\//\\//\\ I l a oo Q / / /� _ � QryLL \j\\j\\ .. . o W I— \ \\ \\ \ 7777\/\, Z \\/\\/\\ I° _ ° _d _ l l /\\/� ° � N Q Cn F —� 00 \ \ 'r\//\ I °° LL LO Opo \/\ //�//\ \\/\\/ �r �r /\ter\\r\fir � M U / 7777 \ \ \/\ \ 7777 a/////// .. I— C) \ 111\I ° /\ �/\ I \/ / ° a / �:. ed° • 7777 7777/ °� d.° :. ° °•° 7777 \\\j\ °.d n • ® ° \\j 3 ,!/ ' Q o 7777/ /\/ /\ 7777// 7777/\ ° /\\ CTU RAL STR , %\\\\\ °°. j\\j 7777/\\ \\/\\/\\/\\/\\\�\ //%//\ 7777// \//\//\//\//\//\//\//\/ // E N G I -_E R I N C� /i�//\//\//\7/777\//\//\//�\/i \//% //%//%//%//%/ \\�j�\j\\j\\j\\j\\j\\j��\ \�/\\/\\/\\/\\/\\/j\ �\ a a. Plan #: K1 516 \/\\/\\/\\/� �\ 7777\\7777\ /7 // // \ / / / D \/ A` .�' Job #: 15-1073 4 ENTRY FRAMING SECTION `, SHEET NUMBER ST-7 N. 3 GARAGE FRAMING SECTION 1 2 GARAGE FRAMING SE TION �� � WALL FRAMING SECTION ° 0 ST-7 ST-7 GLENN LAYTON HOMES � a �►s �°E. ST-7 ST-7 U U C C ---------------------- --------- ------------ ROOFS EATHING PER � TOE-NAIL MIN 2x4 N0.2 SYP BLOCKING TABLE2,ST-1 BETWEEN TRUSS TOP CHORDS W/ (3)10d COMM NS EACH END ROOF DECK U a E U s O aQ> `o •g O ° a a 2x4 SYP OUTRIGGER @ 24"O.C. H o o o io a �, H (2 2x6 N0.2 SYP TOP CLIP TO GABLE TOP CHORD WITH Q o 0 0 0 oil 0L a ,o 0 �. 2x8 NO.2 SYP OUTLOOKER { PATES (1)H2.5T w/(10)8d x 1-z" o. ° `o v°O = V o 0 3 "o @ 24"O.C.,CLIP TO GABLE !L� 2x4 NO.2 SYP BLOCKING BETWEEN O -0.2, o o u b O 3 aQ TOP CHORD W/(1)H2.5T W/ oo OUTLOOKERS. -a (10)8d x 1%2 \ BLOCK TO TOP PLT WTOOF DECK AND H 8d COMMON @BL O.C. �G +2 v .Q ' v v (9Y � D o oo'S.� o 0 0) D_ FASTEN 2x6 NO.2 SYP 2x8 NO.2 SYP BLOCKING DIAGONAL BRACE TO 1999 Wells Road j BETWEEN OUTLOOKERS. BLOCKING10dCOMMONS GABLE TRUSS FASTEN EACH BLOCK TO o ROOF DECK W/8d COMMON ~ Orange I (2)2x_SYP TOP PLATE; �� rk, FL @ 3"O.C. RIP TO FIT I WALL SHEATHING PER PLAN 32073 EACH TRUSS TO DBL TOP EACH TRUSS TO DBL TOP (n PLATE W/SDWC15600 PLATE W/SDWC15600 ° I L OR T BRACE VERTICAL �+ 2x6 x MIN 6'LONG NO.2 SYP OVERHANG RAFTER REINFORCEMENT PER TRUSS ENGINEERING SCABBEDTO TRUSS TOP - I I CHORD .. MIN(16} 10d �= �"ATC W/3"SQUARE x 8" W o COMMON NAILS WASHER @ TOP OF BEAM z 1 I 8'-0"ORAS SHOWN ON PLAN � ffnn I - V I o BRACE @ 48"O CYFASTENED CK P LATERAL r� SHEATH WALL PER TO EACH TRUSS w/(3)10d vJ TABLE 2,ST-1 I COMMON W I •SYP ROOF SUPPORT BEAM, SEE PLAN FOR4"OSB OR PLYWOOD o FASTEN(1)SIMPSON HGA10 BRACE CONNECTOR DBL TOP PLATE PER PLAN N SHEATH Wi LL PER SPECIFICATION I BEARING PLATE U? TABLE 2,S -1 U o( •DRILL BETWEEN PLIES OF FROM TO DIAGONAL BRACE TO TOP PLATE I BEAM TO ALLOW ATC TO BE cq CONTINUOUS GABLE TRUSS TO TOP CHORD CONNECTION rn J A) TOE-NAIL TRUSS.BOTTOM � Q CHORD TO TOP PLATE N — o I @ 2x6 FRAMED EXTERIOR co Cn w/10d COMMONS 8"O.C. WALL PER PLAN y"ATC CONTINUOUS FROM CMU U U_ B) STRAP TRUSS TO TOP PLATE w PIER TO TOP OF PORCH BEAM Z WITH MSTA12 w/(8) < 10d COMMONS @ 48"O.C. z W °I i U U Q p I •2x10 SISTER TO(1)FACE OF I I < — EACH STUD GROUP ,i •FASTEN /(2)ROWS%"O x 4 0 GABLE ANGLE BRACING DETAIL (W/ HGA10) o %2 LONG E DS @ 24"O.C., 61 w STAGGERED 9x9 OR LARGER NO.2 SYP PT 1) MAX.TRUSS SPACING=24"O.C. 5 ,,��( W HOLLOW COLUMN V�,, STUD TO BOTTOM PLATE I 2) OUTLOOKERS, BLOCKING&CLIPS MAY BE OMITTED FROM W/SDWC15450 @ MAX I I OVERHANG PORTION OF DETAIL FOR NON-DROPPED GABLE 32"O.C. TRUSSES W/12"OR LESS OVERHANGS. 0 U BOTTOM PLATE TO � 01 EVERY TRUSS W/ i Q SDWC15600 I i z 0 I I I I ° I I � U 71 1OPTIONAL COUPLER RATED LO FOR#3200 I I Phone: o H2.5T 0 904.272.5339 ir ROOF TRUSS ROOFTRUSS U) j OR RAFTER OR RAFTER z Building Dept: 2x6 SPF BLOCK;ATTACH cn jW/(4)10d TOE-NAILS - m EACH END ATC W/3"SQUARE x w 16"DEEP FLOOR7 PT FLOOR JOIST PER "ATC W/3' SQUARE x=' �Z° $ z TRUSS FRAMING PLAN • 2x10 SYP PT FLOOR JOIST s PER PLAN WASHER @ TOP OF BEAM WASHER @ TOP OF BEAM • LOCATE JOIST TO ALIGN ON z w TOP PLATE TO j T'OSB OR PLYWOOD_ BOTH SIDES OF EACH o EVERY FLOOR BEARING PLATE COLUMN,ATTACH JOIST TO ry TRUSS W/ j I COLUMN W/(6) 10d(JOIST @ O •PORCH BS SDWC15600 SHEATH W LL PER ONE FACE OF COLUMN �i I I I I I I I I CORNER) •PORCH BEAM,SEE PLAN EAM, EE PLAN TABLE 2,S -1 SPECIFICATION FOR SPECIFICATION z •DRI L BETWEEN PLIES OF •DRILL BETWEEN PLIES OF 0 BEAM TO ALLOW ATC TO BE 3"OSB OR PLYWOOD "OSB OR PLYWOOD a BEAM TO ALLOW ATC TO BE a Q CONTINUOUS BEARING PLATE CONTINUOUS i i BEARING PLATE 0CL 0 I I 0 I I I I i i i i U SHEATH WALL PER 0 TABLE 2,ST-1 BALLOON FRAME(2)2x6 L /"ATC CONTINUOUS FROM CMU Q N0.2 SPF @MAX 12"O.C. 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URR� { P . ST-8_ Qi A vkI v NOTE: L' \ ALTHOUGH EVERY EFFORT HAS BEEN TAKEN TO PREPARE THESE DRAWINGS TO COMPLY p o-°a n> W � WITH LOCAL BUILDING CODES, CONTINUOUS yL—O t U O O Q G CODE CHANGES MAY REQUIRE ADDITIONAL Q J'w o 0-2- DRAWINGS, ENGINEERING SERVICES, AND "� °0�o o O o 0 3 OR CHANGES TO THESE DRAWINGS TO MEET o 2=- Ov U O � CODE COMPLIANCE. POSSESSION OF THESE O-0- U n= s 0 c 0 a L cOcaN PLANS ACKNOWLEDGES THAT THE PURCHASER p c�°�' =O -p , p 3 y v ao o c — E � HAS BEEN INFORMED OF THIS INFORMATION >, E„2 T cD u) =2, .2 ��0 AND ASSUMES THE RESPONSIBILITY TO v a „° N 2' E CV v PROVIDE ALL ADDITIONAL REQUIREMENTS Y o c°�« 0'v v v O OF LOCAL BUILDING OFFICIALS TO MEET 1 COMPLIANCE. 1999 Wells ad 10 Orange Park, FL 32073 4'-0" 10 w W Z 4" GONG SLAB 9 W tt � - � - - ---- - - -- - - - ---- I -� L- - -- - FFF - -- -- U r — — ———————— —I - - - - NC BLOCK -� I- -- - --- - -- -- - - ---- - -- -- - - - -- -- - -- -- — JI FOUNDATION WA ® J r r - RECESS SLAB 6 - - - I D LL dJ AT SHOWER W/ I 111 -- - -- - - I III ON CONC FTG W/ Q S" CON( BLOCK I I 8" CONC BLOCK DEEPENED EDGE I IIk = _ -- - - I E�G'S DETAIDS CONT LS R 1 FOUNDATION WALL 1 ( i ~ FOUNDATION WALL I 1 I - L (TYPICAL) ON GONG FTG W/ - oN coNc FTG W/ I I I I I IIk = _ _ — — �I Z RODS CONT PER 1 4" I RODS CONT PER END'S DETAILS - I I 2x8 P.T. DECK END'S DETAILS I I JOISTS PER END'S (TYPICAL) I 4" CONC I (TYPICAL) ±LF t_ LU 0 I SLAB I 1 I k - - -- I I I DETAILS (TYP) Q Q _ N f I I __ _ __ 1 2 �s _ - p 2'-0" 5 U) 2'-10" 7'-0" ( III 8'-01 I 23'-4" 4'-6" W rrIIF PROVIDE FOOTING �✓" I cam, I _ _ - _ _ I= I1 AS NEEDED FOR III I II STEPS TO GRADE = III 3 �J m SII T-0" `nI I 10'-0" I I 1®'-�" 2®'-S" I 11 k��„ — 8� - - I SII 21_4�1 g1_0 1 9'-0" 2'-4" III 904.272*5339 2 �1I 3 I r I III _ L 11 Buildin Dept: -- -I- -- - --1 -I-- I IIk – _ -_ SII r -- - - I 9 P SLOPE FOR 4.. I t I IIS _ — — � I 1 -- - - --- -- - -- - --- -- 0 ® I I DRAINAGE I I I IF 1 1 I� J _ L -1 L L cV 61 0 1 vs i 11-01, r — —— dJ FLOOR PLUG - - LL I DEEPEN EDGE (VERIFY I I� - = t INSTALL CONT L LOCATION L - I �[ I r -, I �0 ROD PER END'S L W/ BUILDER) 1 1 III = 11 9 0 1 i I 1 I DETAILS I B POOL DECK 1 4" CONI I I - - - I I I I A I 411 5Y OTHERS I I SLAB I i �; I 11 m I I I I I + -- 2 - --I 124" 1 -4 51-611 3'-2" I I I J I STOP 6'x60/10 W WM. / J w I 4" GONG SLAB W/ I 1 - _ _ BLOCK ON 6 MIL VISQUENE �z 6x6 10/10 W.W.M. - t = I ON 6 MIL VISQUENE EL: 12 0 1 FOR 36" OVER CLEAN, WELL 0 If 1 OVER CLEAN WELL O ,n I = - - _ = I DOOR COMPACTED, TERMITE N - �p I COMPACTED, TERMITE g - - - - - 4" GONG �I TREATED FILL TREATED FILL r I L I =� ``'LAB =Iq 64" SILL r Date a Appr S � 8" CONC BLOCK cv I 8 GONG BLOCK - I - - _- - - - - - - - I `t FOUNDATION WALL ELECTRIC AT " I I 1 ON CONC FTG W/ KITCHEN ISLAND FOUNDATION WALL , rL4(--- _ _ _ I ON GONG FTG W/ I = __ _ _ _ RODS CONT PER RODS CONT PER I I ( ETYP DETAILSTEND'S DETAILS __ _ — OFFICE COPY 9 (TYPICAL) - 1 - - - - - - - -� i r - -- I - J I OFFICE COP i – – – – – – – – _–– ® PLANS ARE DRAWN IN t_ - -- --= - --- -= -- - –J — —_=_=– 1 = - = -- -- -- -- -- - - ---- -- -- - – J F i' o ACCORDANCE WITH W, I s 1 I j U. I w L_ - - - - - -- - - -- -- -- --- - -- - -- -- - - --J I FLORIDA 5UILDING CODE W -- - - -- - - ---- -- -- -- - - - o� � ' a I ( 1 5th EDITION (2014), V _ 1 I <n Q I I L 4 2 RESIDENTIAL z U z A — - - _ 1 - 5 W WM0 4" CONC SLAB FOR I 2 4" CONC LLJ POOL EQUIPMENT._ 1 SLAB W/ T (SEE BUILDER FOR SIZE) g 4 EDGETUFNED 5 > ^ J > 4 5 5 SEE ATTACHED � � � U _J 9 4'-0" 1g'-4" ENGINEER'S DRAWINGS Z 4 DETAILS FOR FTC3 0 101-011 II w 23'-4" 4'-8" N J SIZES AND LOCATIONS ' m J H N \ Q O h SLA5 FLAN, � o �CO N SCALE: 1/4" 1'-0" 3 W M o = J Plan #: K1516 Job #: 15-1073 SHEET NUMBER GLENN LAYTON HOMES of:12 U U C � 78'-SII ai p . '� U - 1_A11 SI_31I 31'-6" Tc U `� 7 •� T3 1011 Q QQ //�� o&d> U L c Q — o >, , <j II_-111 11 51_011 II 11 101-211 51-V" 11'-IK/II 11 >, N L 1G/ a� y000 U + coot yTi O C = D_ ._ U ortOU /.o O O; N � LOQ= e+ U - N U d •0 1 1 I 1 O oc y c' w o 0 In Q '3� � �a mon 3 cocnN 9 � aoo� a � � � ` E.. —' _ VENTLESS GAS I I U J r_ c E N _v 02 E 3 FIREPLACE 4'x4' P.T. 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Op( iv C10'-1" CELL) c1 3 8 WAY 3 6► p t 'd ' \p - d .x9 N N - - x m r O 2880 2880 N UP o �^ PKT P,4NTR1� PKT , FIN 6' 011 S -011 4,-8„ 61_611 14'-211 kill/ .i1-011 11 Q11 -S._011 11 261-011 - FLR - - "F V J , =_ - GAS COOKT P (101-111 GEIL) W/ HOOD axe WOOD —I- - axe WOOD 2x6 wl POST q = 1 POST —I— — — — —— q XPE N5 ® ® l '' REF — 1 r— z 1 = - — - -- 4 2 -iQ 5 0�0 , 1 z -- I 5 �, -' 2x6 WALL 2x6 WA 2x6 WALL N I A/C A/G `v 2x6 WALL 2x6 WALL �`+ 1 LJ STEPS 1 _ � �"` 1 ,1" ARU V 2046 SH 2846 SH 2656 SH 2856 SH AS I 1 A/C "3 2856 SH it1 'n POOL I (HEAD (HEAD * (HEAD A (HEAD Q I NEEDED 1 UTI IT1' .HEAD � BRICK 6 �i��'i AQ)C-C I 11 11 11 " f (GUEST SUITE 6'-4" AFF HOUSE) VENEER J 211 EQUIPMENT 8-0 AFF) &-0- AFF) _ 8 -0 AFF) 8-0 AFF) STOOP MINI-SPLIT) -BRICKI I (TYP) Dole 4a"h FENCE VENEER I TANKLESS I I ( Approved = AROUND POOL 204ro SH (TYP) ( I GAS WATER 2 EQUIPMENT (HEAD m I I 1 HEATER *1 1 1 5 (SEE BUILDER 8 -0 AFF) 1 g FOR SIZE REQ) I 5 I 5 6"d I I I g HDR I 1 I 1 I 4 11 OFFICE COPY Z 1 GII 511 7����111� 5 I1'-S" W (('�� U OPEN TO �Y �' I_1111 39'-911 91_211 241-21' 4'-311 LIVING dl 0 W I Ile 0 Z v �; w w m FIRST FLOOR PLAN � o co ::)— Ln Z /411 = 11-011 SQ. FTG. TA5ULATIONU J > w - U � SCALE: FIRST FLOOR LIVING 1528 - � v 11 I II 1 d 11 (oil I II 11 DROP CEILIFF NG T PLANS ARE DRAWN IN GUEST SECOND SUFTEFLOOR RvING LIVING 1236 512 � ' 0I Z 17 -8 ,4CCORD�4NCE W ITI-I - Q 10 STAIRS TOTAL LIVING 3276 p — FLORIDA 5UILDINGc CODE ENTRY PORCH n2 4 11 W J 26" d = = 5th EDITION (2014), COVERED PATIO 283 Z� BREEZEWAY 174 N �^ SOFFIT--\ RESIDENTIAL COVERED BALCONY 173 m N N DECORATIVE 00 GARAGE 659 $IIxB" FALSE 611J /IBJ UU IV G.d _ TOTAL COVERED 4737 < � O BEAMS PER � HDR HDR ®x8" FAL IVE l'3 -0 ki CN BUILDER (TYP) Z B x8" FALSE Z --- Z � BEAMS PER _t _ __ UI BUILDER (TYP) W - W NOTES: 28 28 _u @ OPEN TO 0 U 0 U I - ALL EXTERIOR WALLS ARE DRAWN AT 611 NOMINAL TO Q REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR -1 -' DINING OPEN TO co ® � 0 GUARD/I-AND RAILING NOTES WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT 0 � BUILT-INS KITCHEN 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) Plan #: K1516 VENT 65 PER - - - ACTUAL SIZE, SPACING AND GRADE OF LUMBER GAS F/P BUILDER _ I. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 3611 AFF TO BE USED SHALL BE DETERMINED BY BUILDER Job #: 15-1073 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A PRIOR TO CONSTRUCTION AND SHALL CONFORM 1#1 it MAXIMUM OF 4" (A 411 BALL SHALL NOT BE ABLE TO PASS) TO ALL LOCAL BUILDING CODES SHEET NUMBER 3. TOP OF HAND-RAILS e 3611 AFF 2 - ATTIC ACCESS TO BE 2211x3(011 MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) D GLENN LAYTON HOMES od 2 0 o oa 3 > 11 v r L.„j L w y U y �3 •U TC — 7.' c- a"> a. 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IIC10'-1" IE HT) 1 3 ( EN TO —4 1'-4" ABOVE - 6/12 INT - — � p BREEZE AY z GE1L I 0 (LOCATION TO w x I I BELow -- - N w - 2 1 � BE DETERMINE'O 1 8x8 WOOD N DOUBLE 2x4 ( = 5 ON SITE) POST (TYP) FRAMED DWALL - m I Z �0 4� I--9'-0 I t4-5 I 1 C., 41' I CEIL I 42"h WALL INSULATION �� P.T.( > `� N VAULT 1 I WALL Ht W/ GAP —— L OFT ELEVATOR GUARD/ -��I GUEST I �- z STORAGE - - - „ (SEE BUILDER 2 I HAND- 8/12 INTI I I a - Q 1L Building Dept: _j � (10'-I" CEIL) - SPECS) I 1668 SUIT I 0 ——— — — — FOR PRODUCT I RAIL :3 CIAz - -- -- _ - ( (TYP) 0 3 (2) �' edQ = _ 1 ,ywt0� - - - X 1 20s0 a' ,nw I r- z LL J - F oap+ cEILZ0 } —� cfl ICHE �' i Q Q N w _ Po -4" ti 12'-8" 6'-4" 3'-8" 3'-2" 5'-4" LINE OF 1 I WALL HT - - —a- - -- - - - X04 SUITE #2 �6 FIRSNK T m I N w 0 (10'-1" CEIL) - d Y1 3 BELOW Cu I VAULT ' - � � 4'-0' t8' g'_�o" �� 6'-1L" cA 3'-8" 3' 2�� 5J4" 11'-8" 6/12 INT I _ L DR N �, vAULt I I I I N r LINE OF FIRST -1 _ GLS 2'-2" 1 r (10'-1" CEIL) r I CEIL 1 FLOOR BELOW A �4 �J I r D 1r 2x8 WA L I 2x8 WALL 1 ? I WALL r— 1— — HT (TYPICAL) X I II I _ _ - x (CCAS) �I — — in 2030 FIXED i O I 668 ( I 2 ` L — L v J I -' (HEAD m 13'-2.. ( I — -- ---r-- -' N I I T L — --- - - --- 1 AFF FIRST FLR) 1 �✓ 2x6 ALL 2x6 WALL 2x WALL 1 1 L — — — — — 3050 SH 2040 FIXED 2040 SH 1l I 1 (2) 2650 CASEMENT (HEAD �' (TEMPERED) (HEAD m DRYER (HEADS m 1'-0" AFF) S'-0" AFF) 42"h WALL (HEAD m 8'-0" AFF) VENT 5 (41/2" BETWEEN) 6-0" AFF) W/ GLS TO 36"h BASE 2 �i 8'-0" AFF GABS W/ g 16"x24" FIXED OVAL (TYPICAL) I SINK t IN CABLE ABOVE 1 Z ZZ IS i WALL CABS I 1 (HEAD m 11'-6" AFF) Approved � ' l 9 S _roll 8 _6u � I I 4 8 3 11 5 8 3 (0 6 5 4 4 � 4 1 30-TI OFFICE 11 0 3 �loI 24'-2" 4'-3" 7r 7r lLL,J = U V ZQ SECOND FLOOR FLAN ,� w w0 CO m z SCALE: 1/4" = 1'-,a" — 0 � V —J > W _ Vv � I-- " u " 0 3 -4 41-roll 1'-2" PLANS ARE DRAWN IN �, zlo F- -1" �° ACCORDANCE WITH 0 W Q LL FLORIDA 51JILDING CODE ^lI J z O' - 5th EDITION (2014), m �U) RESIDENTIAL oo Q - - CQ ,o O TILE TILE CV _J z z v U W J PRE- NOTES: 3 V) W O U -- W FAB - lu v - OPEN U SOAP AU I - ALL EXTERIOR WALLS ARE DRAWN AT 6" NOMINAL TO L OPEN �t TO - NICHEJ - REPRESENT 2x6 STUD FRAMED WALLS. INTERIOR J 0 r SHOWER- 8 -- 8 WALLS ARE DRAWN AT 4" NOMINAL TO REPRESENT ' - 2x4 STUD FRAMED WALLS (UNLESS NOTED OTHERWISE) 6� _ 6� - — ACTUAL SIZE, SPACING AND GRADE OF LUMBER Plan #: K151 B TO BE USED SHALL BE DETERMINED BY BUILDER Job 15-1073 PRIOR TO CONSTRUCTION AND SHALL CONFORM TO ALL LOCAL BUILDING CODES CURB CURB 2 - ATTIC ACCESS TO BE 22"x30" MINIMUM (SEE BUILDER FOR PULL-DOWN STAIR FRAMING REQUIREMENTS) I GLENN LAYTON HOMES od 2 c c NOTE: ' vi N w vi ALTHOUGH EVERY EFFORT HAS BEEN TAKEN 4-' o o o °•• vl= 3 > o 4-j o a c • L N L T N TO PREPARE THESE DRAWINGS TO COMPLY w.c ' ; WITH LOCAL 5UILDING CODES, CONTINUOUS O o Q"§!'v ' -� O o c p) 6 CODE CHANGES MAY REQUIRE ADDITIONAL � w Nr.° o-2. u `C cn ,.•,c o 0.q DRAWINGS, ENGINEERING SERVICES, AND Q v- , 13-02 �Q o c N OR CHANGES TO THESE DRAWINGS TO MEET - °v°= o 0' �"a;N o CODE COMPLIANCE. POSSESSION OF THESE °� _o o"_-� .o" U E o PLANS ACKNOWLEDGES THAT THE PURCHASER o w� a= 3 ° o o a HAS BEEN INFORMED OF THIS INFORMATION 0 c»°J' o f _-° 0 0 E AND ASSUMES THE RESPON5151LITY TO >, E 2 0 0>, o o PROVIDE ALL ADDITIONAL REQUIREMENTS _O 0 - a) N n N p y o Y O U+�� O U U H ,� OF LOCAL BUILDING OFFICIALS TO MEET Y E OY °Q' os o t( COMPLIANCE. oil LANDING (5) RISERS / \ (n 's t-11i8" EA / (4) RUNS = IY 101/2" EA IS)r lliz *' TREAD , W 3'-(02�� 2'-12 31-roll 1 z LANDING LANDING 1" NOSING P.T WOOD C3 GUARDRAIL - 4, l/ - 3 1 10�/z.. // -� �, ul 11 U) \ RUN / W TREAD \�--`'� 1 z f 0 1 17, T�i� RLSE/RUIN/TRE�4D 1" NOSING \ / I A D AI O2 `0 p C20)RISERS m t1�/a" EACH P.T. WOOD �� ® � \ RUN / c{1 z � cc1 Z a GUARD/HANDRAIL `v w 4 z Q 4 RUNS a9 10�/z�� EACH' ^ — � W w TYI= RI E/RUN/TREAD V J TREADS m 111/2" EACH N« _ W Ul Z w Z L -J C W/ I" NOSING) ('/� �4 d)= �\n w- 3 r 4 �U U r ♦ z ® Z _ cz4 N4 W (15) RISERS m 11144EACH ;� a v = L .N Z r-1 Z d= -- - - - - Q Q s'RUNS is 10" EACH — CL TREADS 6 11" EACH _ @ � i I -ell (n (W/ 1" NOSING) cn 4U LU -- W 0' 1 =iN 4 Z I I , W GUARD 1 1 } U�1 RAIL _' v S' W Z (�/ > -- (3)RISERS � .. � U► i 1 _� (k�°J -. - - r cc�U 01/4" EACHLu (2)RUNS m LANDING ¢ csl 10" EACH 4 EXTERIOR INTERIOR --- - -- - - STAIR DETAL STAIR DETAIL 90- SC4LE: 1/4" = 1'-011 SCALE: 1/4" = 1'-011 STAIR DETAI 4 Building Dept: SCALE: 1/211 = V-011 4 IT &OAR - -- S • i ,�q 4'-0" 3'-6" 3'-6" 2'-S" L C-G L4 3S 6 E 6 _ GUARD e RAIL OPEN GUARD RAIL ,� ` , \ HAND/ — -- -- - -- < ✓ c HANDRAIL RAIL a 36" - P.T WOOD N CON FAR 12"NICHE -1 GUARDRAIL m WALL) OPEN M �, 12 _ w OFFICE C = w HAND/ tt HAND/ --N i� N Sao RAIL - - - IK C14 C14 P.T. WOOD d 12 L— RAIL GUARD/ HANDRAIL NICHE 4 Uj 12 ��p 0 cp 'u w w N N CIAC ' �Y. m <IL V _ - ---- � W w CO-- _ r Q 1..1 z O ly 0 \9 W - (� -J c"I - -� Lu U_i 0 - - %-.001 0 LOz (3)RISERS 6� p Q LL il'/4" EACH C14II LIJ J to (3)RISERSm m N J Z v^ - 1 t6a/a" EACH :2 00cr O c� STAIR -° 2 cnuSTAIR SECTION 4 STAIR SECTION I STAIR SECTION 2 SECTION 3 0 -0 00 � SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-®" SCALE 1/4" = 1'-011 it SC4L'E: 1/4" = 1'-�" o cn = O M 4 4 it J H Plan #: K1516 Job #: 15-1073 GLENN LAYTO'N HOMES of: i U U C � v; NOTE: ' vi N w o vi a� _ U Q ALTHOUGH EVERY EFFORT HAS BEEN TAKEN o,. o a N Q .L_° 15 TO PREPARE THESE DRAWINGS TO COMPLY r o m't- E t �, 12 12 WITH LOCAL BUILDING CODES, CONTINUOUS cn ° a°'' 08 a- .�cn ° ° a'>o �_ CODE CHANGES MAY REQUIRE ADDITIONAL ° �'�" 0 N Q TOw o-0 o TQ a v o S a S DRAWINGS, ENGINEERING SERVICES, AND OR CHANGES TO THESE DRAWINGS TO MEET ,. °.!.� c a 3 N o qj � E� 11 o �° ° DgjS ao CODE COMPLIANCE. POSSESSION OF THESE =—_ c: U ti v C 0 o L c y c ° m o a� Ln L `0 CL o C a y PLANS ACKNOWLEDGES THAT THE PURCHASER o ° O '3� ° _¢ HAS BEEN INFORMED OF THIS INFORMATION N° c°- o -n v E«`; O AND ASSUMES THE RESPONSIBILITY TO N °' .E CV p o ENG ATTIC BUSS _ v � �, � � ° PER MANUFACTURER `- o coy� 'o'E a E OO - � � E«Y (TYPICAL) 2 PROVIDE ALL ADDITIONAL REQUIREMENTS OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. 1999 Wells Road MECHANICAL SPACE IN TRUSSES OVER OWNERS SUITE PER ----------------- ------ -------.` Orange, Park, FL MANUFACTURER i _ I 73 12 U) 10'-1" fE HT HT �. .\ L L HARDI-SHAKE SIDING 1 i HOUSE-WRAP Z -- i 2x8 RAFTER TAIL ' GALV COUNTER FLASHING i 0SCABBED TO 1 W/ HOUSE-WRAP , - I TRUSS (TYP) I I LAPPED OVER I - 2x& 1 GALV FLASHING I U) rr� STUD I OVER PEEL 4 STICK OWNER- I p ' EFI i -' WALL I6 ENG FLOOR I W S, DRESSING-c I 2x6 STUDS STAGGERED ENG ROOF TRUSS BA"I �- I I MANUFACTUURER 2x8 ROOF JOIST TRUSS PEP, TO MATCH WALL I BELOW I PER ENG'S DETAILS PER MANUFACTURER I 1 3 I U (TYPICAL) --- 20" ENG FLOOR GUARD ---- rj ------- 12 GALVALUME METAL ROOF i 12 TRUSS PER RAIL I 12 PER MANUFACTURER �' - ___ a S PEEL 4 STICK O J 3.rJ D - -- MANUFACTURER i Q 4 (TYPICAL) 1 , P.T. WOOD b I ROOF SHEATHING Q FIN 1 12 I GUARDRAIL 16 ENG FLOOR ENG BEAM BEAM FIN FLOOR FLOOR I I I I _ I PER _ _ - - 8 1 TRUSS PER r^ ENG'S crlltt cnl�t , MANUFACTURER I V) 11 DETAIL S c0 dJ R -IX 10'-1" fE HT _' _' fE Ht I c<lht I -_ GALV E-AVE DRIP ^ Z FIN - I FLOOR == IN ROOF CEMENT W i — - - -- W/ PEEL E STICK S UD ENG BEAM ��--- --�� �- T LAPPED OVER 0 91- - BOXED TO - _ HURRICANE CONNECTOR 3ENG BEAM - - BOXED TO WAL BRICK 1°i4" CTYP) --- -- - — -1°i4" CTYP) I VENEER 5/4 x2 �a FURRINGAT EACH MEMBER PER 2x6 -- I - BRACKET ENG'S DETAILS 2x8 FASCIA (/) p _._ \ ` BRACKET C:0VE ED WAD STUDY =- - 1 =_ .. ENTRY 8x8 WOOD -� _' STUD ` _x W 8x8 WOOD I AT I O FIF] FOYER -- - ._ I O��t"f POST CTYP) WALL 2x6 - --- - ------- W � 4 GONG SLAB W/ BREEZE/ STUD ------------ POST (TYP)-� 6x6 10/10 W.W.M. I- P.T. WOOD w ,r WALL r- ON 6 MIL VISQUENE - GUARDRAIL � I V CLEAN, WELL -- -- (TYP) i OVER LE -- �--- I 2x8 P.T. 4" GONG SLOPE FOR COMPACTED, TERMITE --- - -- I DECK SLAB DRAINAGE TREATED FILL - I ' JOISTS DETAIL 3 FIN FLOOR FIN FIN FLOOR 1/8" / 1'-0" -- - -- OF HOUSE_ EL: 12.0 EL: 120 FLOOR -.--- OF HOUSE_ EL: 12.0 -- - - 2x8 P.T. DECK -- FIN FLOOR — --- — — -- SCALE: 3/4" -011 I I =1 I I_-1 11 I 1=- 1_ -, 11 L I I I_ --;III-1 JolSts 8" CON( BLOCK I�I GARAGE 11- - III_- III -III-111 III 8" coNc BLOCK I-_I I i III. III--I-I - ) -- ( I ( i � _ FOUNDATION WALL -I - - L-.-- == -� FOUNDATION WALL I ON GONC FTG = EL: 10.4 ON CON( FTG - _. -- IPhone: =-1 1-I_I I- -----III 1--� -1 I I- -I III- III =-11_I-- 1-- I PER ENG SDETAILS -1 =-11 =1 1-I 1 I_ - - -- PER ENDS DETAILS - - I— -- III I- -I_ -III- (TYPICAL) -III-I (TYPICAL) I . I I I IiI= - I III - II , -:IK9040272.5339 III---III �+ t I SIL -ISI THROSECTION' \�-------------------- --------------- UGH -r� Building Dept: SCALE 1/4" = 1'-011 5REEZEWAY DETAIL K2 � SCALE: 1/4" = 1'-0 OVER-HANG WITHIN 5' OF PROPERTY LINE TO BE PROTECTED WITH FIRE-BLOCK IN LIEU OF FIRE RATED MATERIALS - PER VARIANCE "V-15-11 I NOTE: ALL STRUCTURAL COMPONENTS SHOWN MAY VARY DUE TO ENGINEERING - - , REQUIREMENTS. SEE ATTACHED 1 I I I ENGINEERING SPECS FOR ACTUAL 12 12 2 COMPONENTS TO BE USED. 13.5/12 -1 { 4/12 J —� - ROOF LINE (TYPICAL) I ( I LINE OF I 2x12 ROOF JOISTS 8/12 8/12 I I I STRUCTURE -- (T5 _ �_ _� N I PER END'S DETAILS (TYPICAL) L -- J 1 12 12 ----------- Dole --- `� 12-- Z 2 1 2x�o CEILING I 2x8 RAFTER TAIL S 8 I Appro" 1 I JOIST I SCABBED TO 2x12 ROOF JOISTS 1 i JOIST (TYP) PER ENG'S DETAILS L--- -- - - - - - -- -- - �-- I 5'-0" fiE HT I GUEST L - ��L J L �- 0 I - - - - I 2x8 RAFTER TAIL 8/12 8/12 BATHSTORAGE R /� SUITE -__ I I ST I�f-�e I SCABBED TO 1 �l OFFICE COPY 1 f 2x4 +. I > STUD = JOIST CTYP) 1 2x4 L 16" ENG FLOOR STUD I - WALL 16 ENG FLOOR ° 2x4 1'-8" fE HT = I 1 STUD TRUSS PER -- _ WALL I cnit +� STUD 8/12 8/12_ I WALL MANUFACTURER 1 I b TRUSS PER - _' MANUFACTURER WALL J - - -- I I FIN FLOOR 1 FIN FLOOR - W = 1'-8" fE HT 1'-8" fE HT - - - - Z Qr � FINISH CEILING W/ I I FINISH CEILING W/ - - I - - v Uj w co V 3.5/12 i� I I 5i8" TYPE X G.W.B. 1 I No" TYPE ��X� G.W.B. I I Q o COZ L _ J 8/12 8/12 I •> U �_ BRICK I 1 ° �— —� I VENEER i BRICK cIJ v F - -,- _ GARAGE = STUD ►� J 2 UD CaAR'AC E I STUD i r STUD 2xro W U J ROWLOCK cr m I - - - --- - -L_ WALL I WALL I WALL �t WALL O 4" GONG SLAB W/ I 1 4" GONG SLAB W/ 6° I BRICK -I hx6 10/10 W.W.M. I i 6x& 10/10 W.WM. I WAINSGOTtE O U_ ON 8 MIL VISQUENE I ON 6 MIL VISQUENE I CV Uj OVER CLEAN, WELL I FIN FLOOR OVER CLEAN, WELL I FIN FLOOR � II OF HOUSE EL: 12 0 I OF HOUSE EL: 12 0 �t OVER-HANG WITHIN 5 OF PROPERTY LINE COMPACTED, TERMITE I _ _ _ COMPACTED, TERMITE _ _ _ _ O =� --� F— OVER-HANG WITHIN 5' OF PROPERTY LINE TO BE PROTECTED WITH FIRE-BLOCK TO BE PROTECTED WITH FIRE-BLOCK IN LIEU OF TREATED FILL: I - TREATED FILL i - m 0 Q SCI) FIRE RATED MAT-RIALS PER VARIANCE "V-15-11 IN LIEU OF FIRE RATED MATERIALS I =IA AGGER— I GANGER_ - - PER VARIANCE "V-15-11 - � --- -- - - EL: 10.4 -- - - - -_ -- _ all CONC BLOCK _ -. ',= -- - i -- ---- 8" GONG BLOCK - - ;- - - I iv M III - FOUNDATION WALL L___-I -III- III _= 1 I =1 1=1 FOUNDATION WALL III III III -__I I v v CN - - ON GONG FTG - I c p v F- c = = ( ON GONG FTG I III- = I = --1 - 1 _ - - 3 v) LU O —IIP —III_ = III v 1 III PER ENG'S DETAILS \` ------------ (TYPICAL) - I (PtYP CAIS DETAILS \`` I--f ______---- p ROOF FL AN 1 , (TYPICAL) ---------------- SCALE= 1/0" = V-0°° THROUGH SECTION 4 THROUGH SECTION � Plan #: K1516 "SEALED ROOF" SYSTEM SCALE: 1/4'° 1'-0" � SCALE: 1/4" = 1�_01° Job #: 15-1073 (NO ATTIC VENTILATION) i I I GLENN LAYTON HOMES of: 12 t I I I ENG ROOF TRUSSES PER TRUSS MANUFACTURER c c GALVALUME METAL ROOF 2x8 LOOKOUT 10 24" O.G. N N 'c 0 N PEEL E STICK .+.� E- Q)-3 6 > +J 0 2x8 BIRD STOP/ v o 0 ROOF SHEATHING FIRE-BLOCK L �;t T ENG ROOF TRUSSES PER ENG ROOF TRUSSES PER U >15 E U r 3 12 TRUSS MANUFACTURER 12 1x6 TEG DECKING N w .n 0 n� o En c c RER TRUSS MANUFACTURER Q 8 8 NOTE: --- IN ROOF GEMENT - ° =o 0 o oa 3 GALVALUME METAL ROOF GALVALUME METAL ROOF GALV SAVE DRIP o- o o�= ILL v =•E o W/ PEEL E STICK PEEL E STICK PEEL E STICK ALTHOUGH EVERY EFFORT HAS BEEN TAKEN LAPPED OVER o�N 0 n= .3 U �- _ °c o_Q TO PREPARE THESE DRAWINGS TO COMPLY c y c NO m LoE 3� c KZ _�_ � � �� ROOF SHEATHING ROOF SHEATHING WITH LOCAL BUILDING CODES, CONTINUOUS - 5/4°x23/a" FURRING T E 2 2 O „ CN CODE CHANGES MAY REQUIRE ADDITIONAL N (n r= �,.- = s ,� 2 E o 10 HEEL AT TRUSS r•: 10 HEEL AT TRUSS 2x8 FASCIA Y o U -0-0 Q U (TRUSS MANUFACTURER .• (TRUSS MANUFACTURER DRAWINGS, ENGINEERING SERVICES, AND \` TO VERIFY) t0 VERIFY) OR CHANGES TO THESE DRAWINGS t0 MEET CODE COMPLIANCE. POSSESSION OF THESE 2x6 FRIEZE F i HURRICANE CONNECTOR v� '•''' HURRICANE CONNECTOR PLANS ACKNOWLEDGES THAT THE PURCHASER SPRAY FOAM •'. SPRAY FOAM w,:: SPRAY FOAM HARDI-SHAKE SIDING AT EACH MEMBER PER At EACH MEMBER PER HAS BEEN INFORMED OF THIS INFORMATION INSULATION += �•'.': :''. END'S DETAILS INSULATION �_ ::'•'. INSULATION �_ �: W,. ..•.• �,•.•. ..• ENCS DETAILS AND ASSUMES THE RESPONSIBILITY TO HOUSE-WRAP 1 ' 0 ui 9 u1': PROVIDE ALL ADDITIONAL REQUIREMENTS 0 w 1x6 TEG DECKING :. z Ix6 TTG DECKING OF LOCAL BUILDING OFFICIALS TO MEET �.:•. '. : : WALL SHEATHING COMPLIANCE. GALV FLASHING GALV SAVE DRIP GALV EAVE DRIP _ W/ HOUSE-WRAP cc IN ROOF GEMENT IN ROOF GEMENT _ LAPPED OVER (2) 2x6 TOP ME W/ PEEL E STICK Iry 1x6 TTG DECKING � � W/ PEEL E STICK Uj W LAPPED OVER LAPPED OVER viz" SHEETROGK (2) 2x6 TOP lE 5/4"x GAP C2) 2x6 TOP fE 2x6 TRIM 2x10 CONT BAND Z �� �5/4"x23ia" FURRING �?� �5/4"x23ia" FURRING (WALLS E CEILING) �/ 1, 1 „ z SHEETROCK PROVIDE FIRE CAULK �z sHEETROGK ENG BEAM � 2x8 RAFTER TAIL (WALLS < CEILING) 2x8 RAFTER TAIL ,AT �AN`r' GAPS BETWEEN CWALLS E CEILING) 1x10 TRIM BOXED TO 7 INTERIOR TRIM SCABBED TO TRUSS FRIEZE ,AND BIRD STOP/ PER BUILDER SCABBED TO TRUSS 2x8 BIRD atop/ 1x8 TRIM2x8 BIRD STOP/ FIRE BLOCK ,AT OVER- FIRE-BLOCK FIRE-BLOCK , LU HEADER FRAMING 2x8 FRIEZE (ANGLE R-19 INSULATION HANGS WITHIN 5 OF Q PER END'S DETAILS CUT TO BUTT W/ 2x8 FRIEZE CANDLE PROPERT`t' L INE ( , GUT TO BUTT W/ HARD(-SHAKE SIDING 8x8 WOOD POST v FIRE-BLOCK) 2x6 STUDS STAGGERED FIRE-BLOCK) GALV FLASHING TO MATCH WALL 2' 4" J W/ HOUSE-WRAP BELOW (SPACING PER 2'-4" OVERHANG LAPPED OVER BUILDING CODE) 2x6 STUDS (SPACING HOUSE-WRAP O Q WINDOW UNIT PER 5/4"x CAP 10'-1" PER BUILDING CODE) HA I-SHAKE SIDING tE HT (n - 10'-I" CONT RIGID CONNECTOR (N.T.S.) 10'-1" MANUFACTURER'S 2,_4 WALL SHEATHING OR Ht SPECS 2'-4" OVERHANG B HT PER END'S DETAILS HOJSE-WRAP R-19 INSULATION (N.T.S.) (N.T.S.) /�'1 Z VJ W 2x6 STUDS (SPACING TRIM PER ELEVATIONS Q PER BUILDING CODE) WALL SHEATHING GALV COUNTER FLASHING (n R-19 INSULATION W/ HOUSE-WRAP LAPPED OVER 2x6 P.T. TOP RAIL ''xx W ENG ROOF TRUSSES PER 5/4"x4 P.T. EACH SIDE W Q[ HARD(-SHAKE SIDING TRUSS MANUFACTURER 2x6 BOTTOM fE GALV FLASHING 2x6 BOTTOM IE HOUSE-WRAP OVER PEEL E STICK - GALVALUME METAL ROOF PEEL E STICK 12" UP WALL 20" ENG FLOOR TRUSS 12 PEEL E STICK 20" ENG FLOOR TRUSS W/ HOUSE-WRAP 2x2 P.T. SPINDLES PER MANUFACTURER WALL SHEATHING tl. PER MANUFACTURER LAPPED OVER 10 5 O.C. ROOF SHEATHING 0 PEEL E STICK OVER _ " 3/4" TEG FLOORING 3/4 TEG FLOORING Saiz" HEEL AT TRUSS 3/4" SUBFLOOR 5/4"x6 P.T. EACH SIDE (TRUSS MANUFACTURER TO VERIFY) 5/4"x6 DECKING ON FINISHED FINISHED FINISHED 2x P.T.SLEEPERS W/ FLOOR VERTICAL CONNECTORS FLOOR HURRICANE CONNECTOR FLOOR COUNTER SLOPE == PER END'S DETAILS AT EACH MEMBER PER = _ -= -- -- 5" OFFSET END'S DETAILS =___ -__ • 5„ 5" OFFSET 511 FO BRICK ------ 5" BRICK Ix6 TEG DECKING 5' OFFSET 5" CANT 2x2 P.T. TRIM 1'-8" 1'-8" T SS HANGER FOR BRICK PE END'S 1'-8" -- -- -- -- 1x8 P.T. TRIM I -- ------ - - Building Dept: GALV FLASHING (, - GALV DRIP W/ HOUSE-WRAPDECAILS 2x10 P.T. ti CONNECTOR PER = LAPPED OVER w % - GALV EAVE DRIP -_ NAILER ENG'S DETAILS 1x4 P.T. TRIM 2x10 CONT BAND IN ROOF GEMENT -- 2x10 CONT BAND - W/ PEEL 4 STICK 2x6 TRIM "ItLAPPED OVER 11/2" GAP (MIN) 1x6 TEG DECKING cn I 4%„ 5/4"43/4" FURRING I 1x6 TEG DECKING `;� 1x10 TRIM (2) 2x6 TOP FE I 2x6 TRIM 1x10 TRIM (2) 2x6 TOP fE 2x8 RAFTER TAIL (2) 2x6 TOP fE E I PER ENG'S DET ILS ENG BEAM 1/2" SHEETROGK 1/2" SHEETROGK SCABBED TO TRUSS 1z SHEETROCK� (RIP FOR BOXED TO 11i4" �a 3 1/4" / 1'-0" SLOPE) DECORATIVE (WALLS E CEILING) (WALLS E CEILING) 2x8 BIRD STOP/ CWALLS E CEILING) FIR=-BLOCK HEADER FRAMING BRICK SOLDIER I JOIST HANGER BRACKET COURSE = 2x8 FRIEZE (ANGLE PER ENG'S DETAILS TT PER END'S DETAILS �� 1x8 TRIM r GUT TO BUTT W/ ANGLE IRON (DETAIL) FIRE-BLOCK) j 2x6 TRIM j IxIO TRIM Ix10 TRIM I DECORATIVE I BRACKET ENG BEAM BOXED t0 -11/4" I BRICK ENEER Ix8 TRIM 8x8 WOOD POST I AIR SPACE WINDOW UNIT PER 1" a >d 21-411 MANUFACTURER'S SPECS 10'-1° -2'-4" OVER-HANG _ C ", p '("�;�A�, IE HT HT HOUSE- RAP 10 I BRICK VENEER IE H7 I I I" AIR SPACE Ar6cG L<3� 'JS 2x6 STUDS(SPACING WALL SHEATHING 2x6 STUDS (SPACING ' PER BUILDING GODS) PER BUILDING CODE) PROVIDE FIRE CAULK HOUSE-WRAP 2.^ Z ^ 2. R-19 INSULATIONR-19 INSULATION AT ANY GAPS 5ETWEENA rO � WALL SHEATHING FRIEZE R EZE AND B RD P 11 STOP/ cam.) I CONT RIGID CONNECTOR 4 CONT RIGID CONNECTOR 4 FIRE BLOCK ,AT OVER- INTERIOR TRIM I PER ENG'S DETAILS PER NGS DETAILS HANGS S WI THIN 5' OFPER BUILDER ; 229 WALL TIE 10 8x8 WOOD POST 2210 WALL TIE 10 CONT RIGID CONNECTOR 32" O.G. HORIZONTAL I 32" OG HORIZONTAL PROPERTY LINEOFFICE COPY 16" OCVERTICAL 16" OG VERTICAL I PER ENG'S DETAILS ' I I 2x6 P.T. TOP RAIL 2x6 SCUDS (SPACING BRICK ROWLOCK PER BUILDING CODE) I -HOUSE-WRAP 5/4"x4 P.T. EACH SIDE NOTE: (U R-19 INSULATION 2x6 P.T. SOLE fE 2x6 P.T. SOLE fE v WALL SHEATHING ALL STRUCTURAL COMPONENTS SHOWN 7 2x6 P.T. SOLE M 4" GONG SLAB W/ 4" GONG Z SLAB W/ MAY VARY DUE TO ENGINEERING BRICK VENEER 6x6 10/10 W.W.M. j 2x2 P.T. SPINDLES 6x6 10/10 W.W.M. REQUIREMENTS. SEE ATTACHED 4" CONIC SLAB W/ ON 6 MIS VISQUENE ON 6 MIS VISQUENE c W I 10 5 O.G. SPECS USED. Q COwW z x6 10/10 W.W . COMPONENTS TO 1" AIR SPACE OVER GLEAN, WELL I 0 OVER CLEAN, WELL 4 CONIC SLAB ON 6 MIS VISQUENE hCOMPACTED, TERMITE 5/4"x6 P.T. EACH SIDE COMPACTED, TERMITE .J OVER GLEAN, WELL 2210 WALL TIE 10 TREATED FILL "� > 32" OC HORIZONTAL „ 6.. TREATED FILL SLOPE FOR v U I6" OC VERTICAL ! I DRAINAGE W U J COMPACTED, TERMITE 5/4 x ' DECKING TREATED FILL 2x4 P.T. TRIM v 2x8 P.T. DECK JOISTS EL: 12 0 FINISHED EL: 12 0 FINISHED _ ° PER ENG'S DETAILS �„ K Ix10 P.T. BAND O FINISHED ° _ I Z EL: 12.0 FLOOR -_�d__�_� � ' FLOOR ---a---as;s:,� �t FLOOR 0 Q 1/2" m x 10" ANCHOR BOLT _-_--T-aT-- II '1Tr—'fT=T1-f -1Tr II 10 32" O.G. W/ 2"x 2"x 1/8" 7777777-T rr- „1 - L -III I L-Ill ,I 111=III III-III-I a° ° °° Z I_I III= -- II -III_ III III III--. II 2x8 P.T. RIM JOIST WASHER ---1 I -- -- II ° _ --- °-- STUCCO FINISH OVER LL_ III III III II ° BRICK VENEER 11 III ° III--III--III -III _ Q r^ II -III II - - n FOUNDATION WALL m V J 8" CONIC BLOCK III (---I II 8" CONIC BLOCK _ 8 CONG BLOCK II - III III III III- III I - III III: III- II ° Q O FOUNDATION WALL W/ _ III II FOUNDATION WALL W/ " I" AIR SPACE FOUNDATION WALL W/ III =- = Ln ALL CELLS FILLED SOLID it PROVIDE WEEP HOLES ALL CELLS FILLED SOLID II JOIST HANGER 2x8 P.T. I£ ALL CELLS FILLED SOLID n ( III III = 8 GONG BLOCK STUCCO SCREED PER ENG'S DETAILS PROVIDE WEEP HOLES n n ai 45 U ° ° I I 1 -1 I I -III- w/a°�c��s ALL I I -_I 11 �-' VERTICAL RODS I II FINISHED GRADE VERTICAL RODS II 11 1 °Ic l2) 2x P.T. BEAM °�I FINISHED GRADE VERTICAL RODS I I� II LII-III- FILLED SOLID °ii FINISHED GRADE 3 0 V U,J ~ CO PER ENG'S DETAILS I PER ENG'S DETAILS I PER ENG'S S DETAILS II PER END'S DETAILS v _ ,I I I I I I I_ O — = III III n III_ III---I ;b - - --- - - - _ III III n I -III -- 1-1 4�� MIN = (- -� - ri° --I 4" 11N _ II - 11 - VERTICAL RODS ° - - _ - --- 11= _ =1 I III--III_--1 III III- III -III-III-=11 ---III PER ENG'S DETAILS III--III 1= 4" MIN J °II __ -II` i- II°° --I 8" GONG BLOCK - - I- ° VERTICAL _ IIS -FOUNDATION WALL W/ IL —1 I-- II ° -111 III– ° II ° L 1-�--I L III-- --1 I I= ° ° ° —I --I 1= ° u° <a I—� � � Plan #: K1516 Ii ° I- �__ I °a II• °• III-) I-III-III- -I1 RODS °`l __` I == ALL CELLS FILLED SOLID --III • n� °� CONIC FOOTING W/ 111-= II °°lI``___ PER ENG'S ° __) -� °`lI ° = CONT RODS PER °° GONG FOOTING W/ CONIC FOOTING W/ - - I CONI OOTING W/ - ° - °° CONT RODS PER �Ob DONT RODS PER ° I ' CONT ODS PER DETAILS - -- _ GONG FOOTING W/ =1 --� ENG'S DETAILS = ( <<`=_= -- # 15-�O73 - - ° ENG'S DETAILS ENG'S DETAILS I - III---- - =III=III -" I "- _= END'S DETAILS - --- - (- III, III 111 _I RODS EACH WAY III, ) (_ -- - III- III III III � � iii _I I 1 -III--III III PER ENG'S DETAILS III III—III III—I 1= _1111 —III III--I TYf= TWO STORY WALL SECT 1 ENTRY 5ECTION 2 COVERED PATIO SECTION TT 3 SCALE: 3/4" = V-011 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-01' GLENN LAYTON HOMES - of: 12 U U I C C N NOTE: WQ Q) E o ALTHOUGH EVERY EFFORT HAS BEEN TAKEN = N�w= +�.6 3 TO PREPARE THESE DRAWINGS TO COMPLY 0 =° �'�T E -' : O - WITH LOCAL BUILDING CODES, CONTINUOUS � �,L 0 0 0 0 � c o o E o w 2 o n o CODE .CHANGES MAY REQUIRE ADDITIONAL Q "r" � � - TQ 2v o =0 ,6 DRAWINGS, ENGINEERING SERVICES, AND ro° o o 0 o 0 3 N 0 OR CHANGES TO THESE DRAWINGS TO MEET 00- 0=' v� U°� N E o CODE COMPLIANCE. POSSESSION OF THESE o-O 0 0-, 3 2 o o PLANS ALO CKNOWLEDGES THAT THE PURCHASER o ;= o ° o 3:_0 E uAd HAS BEEN INFORMED OF THIS INFORMATION T 2 �' 2•� O T�v `o o AND ASSUMES THE RESPONSIBILITY TO = N d y n N p o a ! E PROVIDE ALL ADDITIONAL REQUIREMENTS Y o �� .. E OY CL roto OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. i W w ENG ROOF TRUSSES PER TRUSS MANUFACTURER z 12 _ GALVALUME METAL ROOF (� �8 — PEEL d STICK 12 —ROOF SHEATHING W 10" HEEL AT TRUSS :::,::':•'• �8 2x12 ROOF JOISTS (TRUSS MANUFACTURER '•'•'' :'•.•:_'. '..•'.• PER ENG'S DETAILS TO VERIFY) PROVIDE FIRE CAULK GALVALUME METAL ROOF HURRICANE CONNECTOR AT ANY GAPS BETWEEN AT EACH MEMBER PER O J '.•'.''.'.•••. PEEL E STICK END'S DETAILS FRIEZE AND BIRD STOP/ Q FIRE BLOCK AT OVER- 5� a Lu` 1x6 TtG DECKING : :..•:•:.'•:'•'•::,`:... ROOF SHEATHING HANGS WITHIN 5 OF 12 f/2" SHEETROCK �._.. . .:.,.. .•.••. . HURRICANE CONNECTOR PROPERTY LINE VJ (WALLS d CELL) - AT EACH MEMBER PER z '";�'••.'•'.••:••'.•.'•:•••'. GALV EAVE DRIP �•: .•.•.• ... . .,.. ENG'S DETAILS j e�•.• .�ti IN ROOF CEMENT W ` 1x6 TtG DECKING W/ PEEL d STICK 1x6 T<G DECKING LAPPED OVER 2x6 TRIM 5/4"x23/4" FURRING — 1•• W SPRAY FOAM 12 2x8 RAFTER TAIL r. '. : GALV EAVE DRIP 2x12 ROOF JOISTS INSULATION �8 _x LU �ry IN ROOF CEMENT PER ENG'S DETAILS (2)2x8 TOP fE SCABBED TO TRUSS W '•.':. W/ PEEL t STICK GALVALUME METAL ROOF 2x8 BIRD STOP/ I ENG ROOF TRUSSES PER (2) 2x4 TOP MELAPPEDOVER TRUSS MANUFACTURER 2x8 STUDS (SPACING FIRE-BLOCK 2x4 STUDS (SPACING 5/4"4-%" FURRING PEEL STICK PER BUILDING CODE) •• •'•'•''•'•'• 2x8 FRIEZE (ANGLE GALVALUME METAL ROOF : : :': :' '' CUT TO BUTT W/ PER BUILDING CODE) i ROOF SHEATHING 6._6.. FIRE-BLOCK) PEEL d STICK i 2x8 RAFTER TAIL HT HARDI-SHAKE SIDING 12 ROOF SHEATHING t •:'•: SCABBED TO JOIST SPRAY FOAM .'.f\':.:: .''.•::`. . HURRICANE CONNECTOR 2 -411 2'-4" OVERHANG : INSULATION ® 3 2 8 z" HEEL At TRUSS " AT EACH MEMBER PER HOUSE-WRAP 1/ �� 3/4 T4G 2x8 BIRD STOP/ '. �. •. •� ENG S DETAILS (TRUSS MANUFACTURER 5'-0 FLOORING '. FIRE-BLOCK TO VERIFY) fE HT (2) 2x4 TOP fE 1x6 TtG DECKING WALL SHEATHING 2x8 FRIEZE (ANGLE. HURRICANE CONNECTOR 2x4 BOTTOM fE �' '• ' GUT TO BUTT W/ 2x4 STUDS (SPACING AT EACH MEMBER PER r''. : FIRE-BLOCK) PER BUILDING CODE)AT SIDING SPRAY FOAM` `, . .•.. :'. END'S DETAILS 2'-4" HOUSE-WRAP ( i 1 T t_ INSULATION �^ w 16" ENG FLOOR 2'-4" OVERHANG 1 �_- .• 2x4 BOTTOM fE _ GALV EAVE DRIP TRUSS PER GALV EAVE DRIP IN ROOF GEMENT WALL SHEATHING Building Dept: 3/4 TtG FLOORING �IN ROOF CEMENT MANUFACTURER I HARDI-SHAKE SIDING ti W/ PEEL & STICK 1'-8" �1ry DW/ PEEL < STICK ENG BEAM d' LAPPED OVER R-19 (MIN) HOUSE-WRAP 1`12HT 16" ENG FLOOR i. LAPPED OVER 4. INSULATION .'• TRUSS PER �� 3 PER ENG'S '1? 5/4"x23/4" FURRING MANUFACTURER 5/4'x2/4 FURRING DETAILS WALL SHEATHING (2) 2x6 TOP fE Ix6 TdG DECKING ______ 2x8 RAFTER TAIL 5" OFFSET viz" SHEETROCK 2x8 RAFTER TAIL - = ------ 5� FOR BRICK = _= SCABBED TO JOIST GALV FLASHING (WALLS d CEILING) SCABBED TO TRUSS 2x8 BIRD STOP/ W/ HOUSE-WRAP 2x8 BIRD SLOP/ 1 _4 — GALV FLASHING I -4 �� FIRE-BLOCK I -4 LAPPED OVER GALV FLASHING FIRE-BLOCK W/ HOUSE-WRAP --- - - W/ HOUSE-WRAP 2x10 CONT BAND -- - - - - - LAPPED OVER 2x8 FRIEZE (ANGLE LAPPED OVER 2x8 FRIEZE (ANGLE - - --- 2x10 CONT BAND - = CUT TO BUTT W/ CUT TO BUTT W/ FIRE-BLOCK) 2x10 CONT BAND FIRE-BLOCK) 5,8" TYPE "X° R-19 (MIN) 2 _4�� DECORATIVE SHEETROCK INSULATION 2'-4" OVERHANG BRACKET 1x8 TRIM 2'-411 2'-4" OVERHANG 5/811 TYPE "X" 11/4" 31 (2) 2x6 TOP fE SHEETROCK 8x8 WOOD POST I l WALLS (OPTIONAL) C2) 2x6 TOP fE BRICK VENEER , . a, � �. .� � TROCK 10'-I" /1/z SHEETROCK IDEtAIL) " E1 `SAL fE HT 1" AIR SPACE (WALLS) (OPTIONAL) 2x6 stubs (SPACING PROVIDE FIRE CAULKC2_ PER BUILDING COCE HOUSE-WRAP -- HARDI-SHAKE SIDING CONT RIGID CONNECTOR CONT RIGID CONNECTOR AT ANY GAPS BETWEEN A 01 MV R-19 INSULATION PER ENG'S DETAILS WALL SHEATHING PER ENG'S DETAILS HOUSE-WRAP FREEZE AND 31RD STOP/ CONT RIGID CONNECTOR FIRE BLOCK AT OVER PER ENG'S DETAILS WALL SHEATHING _8„ �'_8� HARD(-SHAKE SIDING _all fE HT 2x6 STUDS (SPACING 22g WALL TIE Q fE HT 2x6 STUDS (SPACING fE HT HANGS WITHIN 5" OF PER BUILDING CODE) 32" OC HORIZONTAL PER BUILDING CODE) HOUSE-WRAP PROPERTY LINE 16" OG VERTICAL R-19 INSULATION R-19 INSULATION WALL SHEATHING (OPTIONAL) (OPTIONAL) OFFICE COPY 2x6 P.T. SOLE fE NOTE: 2x(2 P.T. SOLE fE ALL STRUCTURAL COMPONENTS SHOWN 4" GONG SLAB W/ MAY VARY DUE TO ENGINEERING 2x6 P.T. SOLE F_ REQUIREMENTS. SEE ATTACHED /w, Z 6x6 10/10 W.WM. ENGINEERING SPECS FOR ACTUAL U ON 6 MIS VISQUENE COMPONENTS TO BE USED. V OVER GLEAN, WELL GALV FLASHING COMPACTED, TERMITE W/ HOUSE-WRAP 5/4"x6 DECKING Q nn EXPANSION JOINT LAPPED OVER W W W TREATED FILL 2x8 P.T. DECK JOISTS 6 0 0 GALV FLASHING FINISHED 1x10 CONT BAND ON FINISHED PER ENG'S DETAILS- N FINISHED W/ HOUSE-WRAP FLOOR EXPANSION JOINT FLOOR FLOOR 2x4 P.T. TRIM > �n c) _ > FINISHED LAPPED OVER 2x8 P.T. NAILER > V J OF HOUSE O OF HOUSE EL: 12.0 OF HOUSE _ O FLOOR EL: 12.0 EL: 12.0 EL: 12.0 � 1x10 P.T. BAND � - W — U u �— 4" GONG SLAB W/ 4" LONG SLAB W/ BRICK VENEER - 1x10 CONI BAND ON BRICK ROWLOCK 11 ii 1/2 m x 10 ANCHOR BOLT I r r -Tn Tr II 2x8 P.T. NAILER 6x6 10/10 W.W.M. 11 6x6 10/10 W.W.M. p • 32" O.G. W/ 2"x 2"x 1�8" O 11- I� III ! I�� a ON 6 MIL VISQUENE II ON 6 MIL VISQUENE II' 1" AIR SPACE WASHER LO -1 LL STUCCO FINISH OVER OVER GLEAN, WELL II a co OVER GLEAN, WELL �� a 22 WALL TIE t 2x8 P.T. RIM JOIST O — Q FOUNDATION WALL COMPACTED, TERMITE II ^ - COMPACTED, TERMITE g 4 BRICK VENEER (V W -III - u _ II 32" O.G. HORIZONTAL II 8 GONG BLOCK -III II TREATED FILL a CREATED FILL n 16" OC VERTICAL 1" AIR SPACE FOUNDATION WALL W/ STUCCO SCREED FIN FLOOR PROVIDE WEEP HOLES FIN FLOOR N J ~ rr t^1 ALL CELLS FILLED SOLID ii GARAGE II GARAGE II PROVIDE WEEP HOLES 2x8 P.T. tE all PROVIDE WEEP HOLES M \ Q v J EL: 10.4 n EL: 10.4 n 00 III —:I_I I -=------- -- FINISHED GRADE Q Lo O 11 'If - a all VERTICAL RODS III— ! ! "II FINISHED GRADE 11 FINISHED GRADE - ---- ---- — II FINISHED GRADE PER ENG's DETAILS _III} III = h� I �1�I T —III— T� —�l`I ° Q 11 °' M — — -1 1=;1 -- _ _ 16 4 MIN — N I _ - 4 MIN - ( 8 C - p v III —� " ! —! — 1 - 4 11111 -III_ —III II° II ONC BLOCK 8 CON( BLOCK I — 8 CONG BLOCK I --- , I III— , , � i I° �� 3 (n LU O FOUNDATION WALL W/ III jj° I__I -_. FOUNDATION WALL W/ III a III - --I --III=1 VERTICAL ! II ° ----III • • FOUNDATION WALL W/ III--III- a III— III--III-,I ALL CELLS FILLED SOLID n a III- ALL CELLS FILLED SOLID n ^ 1= RODS -_ __ � ° I I I I---ALL CELLS FILLED 80Lip °a° • I►� ° • r "• GONG FOOLING W/ I, • �• °� CONG FOOTING W/ r =3 GONG FOOTING W/ VERTICAL RODS -III ! = <<�--- III- VERTICAL RODS - �, _ = °° °`� III- PER ENG s a--< - I ---' CONT RODS PER =' CONT RODS PER DETAIL S -- - — GONG FOOTING W/ - - ---" ENG'S DETAILS _. ° ENG'S DETAILS PER ENG'S DETAILS III III—) - I-1 ! IRO DONT RODS PER PER ENG'S DETAILS DS EACH WAY Plan #: K151$ ENG'S DETAILS I I I I EI 11-=1 I I—I I I—III ! �_ — L 11 III III----I 1 — —III—PER ENG'S DETAILS -III .III -III -III--) — 11— -= I I—III --III--III III--III I I, II—III II—III—III II - Job #: 15-1073 ONE STORY WALL SECT— 1 TYP GARAGE SECTION K02GARAGE SECTION 3 5REEZEWAY SECTION 4 0 0 111AA1-1 SCALE: 3/4" = I'-0" SCALE 3/4" = V-011 SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" 'I GLENN LAYTO'N HOMES of: I I I INSTALL METAL ROOF OVER U U FLANGE AT HEAD c c GALVALUME METAL ROOF • CL T '> 3 °' - E0_ 0O (INSTALLED PER y 0T MANUFACTURER'S SPECS) U Ev--o , OPTIONAL - PROVIDE LEAD VENT OVER PEEL 4 STICK V 0 Ns-0 o $ cq -� 0 O p�U) - a,, OVER PLYWOOD SHEATHING w n0 0 >, 0. .4 BOOT WITH INTEGRAL FL NGE (PER ENG'S DETAILS) Q T 0.s 0•-- 0- LD 9 2 VENT STACK - SEE BUILDER FOR OVER ROOF MEMBERS = r o" `o ° O 46 `0 n.3;:�' ° 0 0=b ov U m a� l 0 SIZE f LOCATIONS --0, 0 o. 3 0 0 ( 0 0 L C O C -.f2 O C p C U O •O dE WINDOW INSTALLATION (METHOD A-1) PRE-FORMED FLEXIBLE OOT � E_ `t 0 2 .2 N a ON > H o 0'3 0 NUaO2U = - � WEATHER RESITIVE BARRIER (WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING W/ INTEGRAL LANCE / N o= E o 0 = -=-00 FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SET IN PLASTIC ROOF CEMENT Y 0 0-_015 0 0 �..Y SECTION A 1 1 1 1 1 STEPS THROUGH WINDOW JAMB INSTALL FLANGE OVER ' (DIN WATER SHEDDING FASHION, METAL ROOF AT BASE STARTING AT THE BASE OF ..: THE WALL a WORKING TOWARDS "may THE TOP,INSTALL THE WRB SEALANT BEAD GALVALUME METAL ROOF , (INSTALLED PER TO THE FACE OF THE cC SHEATHING.SIL BEHIND MOUNTING FLANGE. MANUFACTURERS SPECS) O APPLY SILL FLASHING OVER PEEL s STICK 0 APPLY BEAD OF SEALANTOVER PLYWOOD AT BACK OF WINDOW SEAL WINDOW FRAME TO ��'/ ��� PER ENG'S DETAILS)EATHING ^ (n FLANGE <SET WINDOW USING PAN HEAD SCREWS TO OPENING. APPLY A 3/e"NOM. mill FACILITATE INSPECTION. DIA.TO THE BACKSIDE ____ _ ' (INTERIOR)OF THE WINDOW OVER RO MEMBERS ®APPLY BEAD OF SEALANT AT FLANGE,IN LINE WITH ANY - SIDE JAMBS.EXTEND 8kl PRE-PUNCHED HOLES OR SLOTS. o FLASHING - �' 24" WIDE METAL VALLEY B APPLY JAMB FLASHING / W W O SEALANT BEAD BETWEEN 6 APPLY BEAD OF SEALANT OO JAMB FLASHING FLASHING AND MOUNTING FLASHING OVER PEEL < SUCK ' AT HEAD APPLY CONT.SEAL TO THE MOUNTING FLANGE. FLANGES AT THE TOP(HEAD)AND _ - - 0 ��� "s /moi 0)APPLY HEAD FLA5NING SIDES(JAMBS)OF WINDOW. EXTEND SEALANT AT JAMBS 8)"ABOVE ®/ NOTES- ®REMOVE PREVIOUSLY APPLIED THE R.O.AT HEAD.EMBED JAMB TAPE,ALLOWING DRB SH LAY FASTEN FLASHING(NTO PLACE SEALANTAND / I - INSTALL IN STRICT ACCORDANCE WITH (n FLA)OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE GOES OVER SEALANT). MANUFACTURER'S WRITTEN INSTRUCTIONS �� OVER DIAGONAL GUT-SEE DIAGRAM. SECURE WRB W AT HEAD 2 APPLY ROOFING CEMENT OR SELF-ADHERING Q FLASHINGS OVER FLANGE AT HEAD ONLY " FLASHING AT HEAD EXTENDS I"BEYOND - - �\'_ OO JAMB FLASHING. J i` OO HEAD FLASHING O \\ EMBED BOTTOM OF THE DETAIL : VA L L E Y FLASHING \ HEAD FLASHING AGAINST l j j THE PREVIOUSLY APPLIED DE I R ENT STICK F��{�� ING. SEALANT \\ SEALANT(FLASHING GOES r OVER SEALANT). EXTEND SCALE• NOT TO SCALE \ / HEAD FLASHING BEYOND EACH MB FLASHING. FASENAIN PLACE. SCALE• NOT OSCALE (5 JAMB FLASHING EXTEND JAMB FLASHING A TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING 8)j" \ ABOVE ROUGH OPENING AT HEAD. I / WALL SHEATHING GALVALUME METAL ROOF OVER PEEL d STICK TUCK TOP LAASNG OF g W \\ I // SEALANT �.•.':. PER ENG'S DETAILS W UNDER THE FLAP \ // INSTALL METAL ROOF OVER OFF-RIDGE VENT FLANGE AT HEAD W OF DRB AT THE \ / I:w - HE SEE DIAGRAM.^, SILL FLASHING © STUCCO FINISH ASSEMBLY OVER APPROVED SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, / ® PLUMB,AND LEVEL CONDITION. USE CORR051GN WEATHER BARRIER RESISTANT FASTENERS. FASTEN WINDOWS PER G) l f...:; WINDOW MANUFACTURER SPECIFICATIONS. EXTEND PEEL 4 STICK P WALL7 (MINIMUM) GALVANIZED METAL OFF-RIDGE VENT y _ II WITH BAFFLE, SET IN PLASTIC ROOF I WEATHER RESISTANT [''.,. BARRIER(WRB( 01 LAP STUCCO FINISH ASSEMBLY CEMENT OR SEALANT 1 AT A 45 DEGREE ANGLE,CAREFULLY CUT THE AND WEATHER BARRIER BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE OVER STUCCO STOP / / r TOP CORNERS AND CENTER TO THE EXTERIOR� WSCREEN RB SURFACE ABOVE. STUCCO STOP INTERIOR VIEWI :.: Phone: / TOP LEFT CORNER OF WINDOW CS -. I � � — ALV COUNTER-FLASHING OYER z i [ EXTENDED PEEL E STICK INSTALL OFF-RIDGE VENT ----- 904.272.5339 1 FLANGE OVER METAL ROOF -Z r0001, AT BASE Building Dept: - i SHEATHING OVER ROOF .... :.. MEMBERS PER END'S DETAILS I - GALVALUME METAL ROOF OVER PEEL d STICK OVER PLYWOOD SHEATHING; (PER END'S DETAILS) OVER ROOF MEMBERS' ' DOOR FLASHINGS INSTALLATION WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE DOOR INSTALLATION. GALV FLASHINGS OVERPEEL E STICK NOTES: (DIN STEPS MANUFACTURER'S WRITTEI - INSTALL IN STRICT INSTRUCTIONS DANCE IH IN WATER SHEDDING FASHION, ROOF CEMENT STARTING AT THE BASE OF THE WALL a WORKING TOWARDS - THE TOP,INSTALL THE WRB j \ TO THE FACE OF THE 2 - APPLY ROOFING CEMENT OR SELF-ADHERING SHEATHING. FLASHING OVER FLANGE AT HEAD ONLY O CUT WEATHER BARRIER AND FOLD IN AND AROUND DOOR JAMB T } 5 pSw, �3 INSTALL DOOR PER k°py,rf -, AL MANUFACTURER'S INSTRUCTIONS d"a.t,.e.' �. E^..�'r?, ' WI,d ' R ®APPLY JAMB FLASHING APPLY HEAD FLASHING DETAIL : WALL FLASHING AT STUCCO, DETAIL .- OFA RIDGE VENT Daie V r1 — -;),� SCALE: NOT TO CALE .SCALE: NOT TO SCALE FLASHING AT HEAD 4„ EXTENDS I"MIN BEYOND 1/4" O® JAMB FLASHING, 5 1"� O5 HEAD FLASHING MIN APPLY 4" WIDE _ SELF ADHERING MEMBRANE WALL SHEATHING FLASHING,OVERLAPPING PER END'S DETAILS DOOR FRAME 1/4" 4" EXTEND SELF ADHERING _ �• MEMBRANE FLASHING I"MIN APPLIED WOOD 'FFICE COPT BEYOND JAMB FLASHING \.•• :• •. FINISH (SEE ELEVATIONS) 1/4" OVER APPROVED • ' '.r _ 6.,, WALL FINISH ASSEMBLY ®JAMB FLASHING WEATHER BARRIER APPLY 4" WIDE LAP WEATHER BARRIERS SELF ADHERING MEMBRANE FLASHING,OVERLAPPING \ •�' OYER NAILING FLANGE DOOR FRAME 1/4" EXTEND PEEL SUCK Z UP WALL 7 (MINIMUM) W i 5x5 GALV`FLASHING Z O INSTALLDOOR f THRESHOLD i LAP WEATHER BARRIER INSTALL DOOR PLUMB, I KICK-OUT FLASHING 7 �\ LEVEL AND SQUARE PER I OYER FLASHINGS AND SECURE (SEE DETAIL) ���� Z Q r MANUFACTURER'S I WITH STARTER STRIP l `/ WRITTEN INSTRUCTIONS I - I W W fri C ,`• SET THRESHOLD IN I /�/'� ^ — SED OF SEALANT -� GALY COUNTER-FLASHING OVER 11(d` APPLY SEALANT AT N W J Z EXTENDED PEEL 4 STICK ^ / ® I \ I '� v J V CORNERS AND FRONT �, O � EDGE OF THRESHOLD \ GALVALUME �� �q C z I METAL ROOFING ��' Lij PER MANUFACTURER'S v a„ II I I WEATHER RESISTANT e .E II BARRIER (WRB) - 2 ATA 45 DEGREE ANGLE,CAREFULLY CUT THE SPECIFICATIONS - O I I BARRIER E A DIAGONAL. GENTLY RAISE THE /j �AS�NDCKI2 K-OUt U z GALvALUME METAL ROOF �j Cc Q CCU TOP EDGE COWERS THE BARRIER UP AND TAPE THE BEYOND FASCIA WATER 0 W TOP URFAC AND CENTER TO THE EXTERIOR OVER PEEL STICK ' / WRB SUBAGE ABOVE. � � /l OVER PLYWOOD SHEATHING 1/ O CUT WEATHER BARRIER AND FOLD - `�- -:: (PER ENG'S DETAILS) TIGHT � �� J -'� SEAL � N � ,J �- Z / IN AND AROUND DOOR JAMB ''. y,� :. OVER ROOF MEMBERS m Q C� GALV FLASHINGNOTE• 00 < Lo O C4 OVE PEEL t STICK PLYWOOD SHEATHINGS INSTALL KICK-OUT FLASHING AT 5 ` \ PER ENG'S DETAILS BOTTOM OF ROOF d WALL v w ` coM (V RO PEEL t STICK CEMENT INTERSECTIONS c U 3 c W co UNDERLAYMENT v _ O L GALV EAVE DRIP P.T. FURRING Plan #: K1 516 COPT - SEE WALL SECTION) Job #: 15-1073 FASCIA DETAIL : WALL FLASHING AT � . I WOOD DETAIL : WALL/KICK— OUT FLASHINGAF J— IED FSCALE- NOT TO SCALESCALE: NOT TO SCALE L E N N LAYTON HOME GS of: 2 U U C � vi NOTE: �T� Q) �.. _•; ALTHOUGH EVERY EFFORT HAS BEEN TAKEN ro 0-.c E ; TO PREPARE THESE DRAWINGS TO COMPLY o CL,_, v o 0) U) Ott- 0 t»- WITH LOCAL BUILDING CODES, CONTINUOUS _ _ o a.,24) 3 a.0 0 .Lco o N ro- 12 0.9 12 DRAWINGS, ENGINEERING SERVICES, AND - - - - - - - - - - - - Tv o o O 0 0 3" CODE CHANGES MAY REQUIRE ADDITIONAL T. - o a 8® 8 OR CHANGES TO THESE DRAWINGS TO MEET 12 12 `� _ - ` : ` 00 - 0 CODE COMPLIANCE. POSSESSION OF THESE Q p a 3 8 S Q •C A C U'N:O N L0 O S0 p C PLANS ACKNOWLEDGES THAT THE PURCHASER N u n`o `o o o u °'4d 'HAS BEEN INFORMED OF THIS >INFORMATION T E-'". H c a a O T v 3 0 7N -pdu) N yo -91 4f C y= C E — wo E y T — E op AN ASSUMES THE O D E E 0 0 0 LL PROVIDE ALL ADDITIONAL REQUIREMENTS Y p 0-0-0 U U OO Y w Y OF LOCAL BUILDING OFFICIALS TO MEET COMPLIANCE. ENG ROOF TRUSS 12 12 12 12 PER MANUFACTURER S 8 S 8 I (TYPICAL) 91m GALVALUMEMETAL ROOF 12 12 2 - (TYPICAL) � 8 ®8 5 l _L� 10'-1" 1E HT 10'-1" fE HT LU 11 H H 1 1 F_ W u�I - -u- _ L -- HARD I-SHAKE II IIIIIII II II II ii - IIIIII I CRICKET 12 12 SIDING (TYP) LU ::1 E ::1 E: :1 - LLIJ �- - AE :1E :11: 1 - FIXED SHUTTER = I-ILL LLI _LLL LU - LU 8 8 (TYPICAL) �' Q 6'-6" f2 HT - rr ,, - - - II II �5 1 5� _JI - - _II I I 2x6 CORNER = V LJ__t 12 � �_ 12 - TRIM (TYP) ILLLLUAL� ti - J 2x8 1- 11 a uU WAo�I IJP I� l l_] _ _ J� 1J_- IIIIII - o = II II rn LLL-LL' � LLLL �� 1 -� _ - FIN FLOOR j L�- �J- - FIN FLOOR �/) - - _ LLL tLfl LL �11IJ1J111 LI_I _11 - GALVALUME � Z _tud 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 I dll'Y - J s , _ J- LJ- ILS I�LLJ—I LLJ-I I__ " -, , METAL ROOF m ctl>� I j I 11-�u 10 =I fE HT - ' I �-J� -�LJ- _ 10 -1 fE HT m W - - LJ111�J1 -- �1 --- --� _ - _ _ - _ o ' FIN FLOOR _ z._. 4x8 DETAIL BLOCK a ENG BEAM I II [_ --_--.[ _T_ ENG BEAM 2x10 CONT �__r_ i--_r_ - 1'-8" fF_ HT �LL � BOXED TO BAND (TYP) ILI Lt I]Lid- L�_I I � - - - II II II II _-_ II I I I I � BETWEEN POSTS J� L� _ __. . 11/4" (TYP) _ .. LLU I IiI1 �� (TYPICAL) I I I I f :1E1 2x6 BRICK; _ _L�:_ ---- ----- - L - I- I1 J 5REEZE WAY I STUD I JE __ . - -....1 _I_ � VENEER I IIL "--DECORATIVE - WALL :1 DECORATIVE _ (TYP) _ � � 1-L_Ll - - - :1E BRACKET (TYP) W - 06 II L I II I ' ' I II � I _ BRACKET -. . _ _, --� J-L_J_LJ I�I�-LJ�J LU_ J !- LL1-�- - _ _ - (TYPICAL) 61 II � ISI I `- ------ '-`� POST (TYP) 61 _ - L Ll 1 2x6 CORNER � LI T F TRIM (TYP) �:_ s - -- _ BRICK - ::Id r_ - GUARDRAIL r II I I II VENEER II II 1. (TYPICAL) L _.1�_ u l l HARDI-SHAKE _ _ _ (TYP) 1EE1 I - FF=120 SIDING (TYP) ���� L 1_ _ - BRICK s- _ BRICK FF-120 IIIII I I I I I I VENEER - ( ( I - L - s__ [ ROWLOCK L -L FIN FLOOR L� � � � � -i FI F ItYPJ � (TYP) PF-10S OF HOUSE - _ _ _ _ _ _ N FLOOR FIN FLOOR - - - - --- - - - - BRICK AVERAGE WAINSCOTTE GRADE ELEV (TYPICAL) - - - -, - -1 - - - - - _- --III -I 1-11177--1II III- L III -III -I 1=III -III=III - -III-ITI I I__ III I ' FIN GRADE III --i_�. -�- I 8" GONG BLOCK III -� L i" I I I _�_I , III _- _ _-- !x10 CONI STEPS TO GRADE W/ HAND L904.272.5339 —_ -= 1 -11- AS NEEDED III -i _ III FOUNDATION WALL 2x8 P.T. DECK JOISTS III--I BAND (TYP) ON GONG FTG PER END'S DETAILS PER ENG'S DETAILS(TYP) 5/4"x CAP FRONT ELEVATION (TYPICAL) Building Dept: OVER II __ II TRIM EYPERSCALE: 1/4" = 1'-®"3 'EEZEJ/�lTHROUGHSECTION/ a GL GUARD/NAND RAILING NOTES ENTRE' ELEVATION � WINDOW 2x4 TRIM � I. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF SCALE. 1��" = i'-�" UNIT (TYP) 12 12 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A MAXIMUM OF 4" CA 4"0 BALL SHALL NOT BE ABLE TO PASS) 8 S n 3. TOP OF HAND-RAILS O 36" AFF 2x SILL (TYP) Y BRICK SOLDIER 2x6 APRON COURSE (ON 15' (TYF9 ANGLE) (TYP) 12 12 TTP WINDOW TRI1„°°I S Q s 1x2 BRICK I ENG SCISSOR TRUSS - LI- - ' PER MANUFACTURER WINDOW MOULDING I I �I I I I !TYPICAL) UNIT AROUND a 11 GALVALUME i 1 METAL ROOF o'er '^ �. - Is WINDOW ��- (TYPICAL) Appy�veo �I�J_1-1111-�- -�_ 12 12 10'-1" fE HT 10'-1" R HT 2 8® ®S BRICK - - - - - - - - - rj- ROWLOCK J L-I - - - - - (TYPICAL) -- -- -- - _� I-J . - -_ HARD!-SHAKE J _ _ _ SIDING (TYP) LL ILJ111 TTP W INDO TRIM - -u ---_ - _ FIXED SHUTTER OFFICE COPY �_I I L 15 � , ILL}� �/ 61 -11 - GUARDRAIL - - CTYPIGAU L 12 ,� LLQ 12 ;� , I - 6'-6"-fiE HT 5R(Cly V� R __ l� - !TYPICAL) [:]D [7] LIQ TRIM OWER J.-�f�E E W I -� ; 3112 1��J ®3 Ii2 v _ L L LI L- 2 12 1 FIN FLOOR I FIN FLOOR N W Q I - �� W m s sp _ I� - - - - — - - - - z P.T. WOOD -L WALL i `t 10'-1" fE HT 10'-1" I'E Ht -' .� 0 � �— 1 GUARDRAIL , - - - - - - - - -� II JL I E NG I ( FIN FLOOR = - _ U J ' LL 11) 1 1'-8" fE HT -- �- _ Cc BEAM LU - - DECORATIVE LO -1 BRACKET CTYP) 0 W r ILI WU - I i BRICK _i --- - III III LLIL� 1x10 GONt II — I I I - III [ULU BAND (TYP) �' J �-. Z STUD LLLL�J�LJ - -LI r - 0 (TYP)fR r[ - r.�.�- - BETWEEN LL_ \ ram' WALL J- - ' I dJ - - - POSTS (TYP)- ISL � m a0 \ Q V J r _z_ III III O HARD I-SHAKE u�L I r 8x8 WOOD III OVER FOUNDATION 2x8 P.T. DECK .SIDING CTYP) 1 ' II II - v JOISTS NG'S II II II II II II I I I I _7- _ _ POST CTYP) ��LI� � WALL !t1'PIGAL) I DETAILS El -PER E L-I II -_ II p I I!LLL 1 FIN FLOOR FF=120 FF=120 _ - FF=12.0 1 v U OF HOUSE O O FIN FLOOR rT.L FIN FLOOR O N W O M - - - - - - - '. . - - - - � � J I Plan #• K1516 ' _ - _-- 8" GONG BLOCK FOUNDATION I -) -III -=1 III II Ii III -i 11-1 I I, , I 11-111-1 ' WALL ONlTOP CALFTG PER ENG's =1 — 'III i Job #: 15-1073 . III DESHEET � --------------z-' REAR ELEVATION 5REEZEWAY THROUGH SECTION 2 SOLE: 1/�" = i'-,a" SCA 1/�4" = 1'-m FIT I LE: 9 GLENN LAYTON HOMES od 2 U U c C NOTE: vi w 0 vi C) 0tALTHOUGH EVERY EFFORT HAS BEEN TAKEN Eo 0 p aTO PREPARE THESE DRAWINGS TO COMPLY - + V 12 12 WITH LOCAL BUILDING CODES, CONTINUOUS O a a' -0 O o CODE CHANGES MAY REQUIRE ADDITIONAL , a) 0 0-0-6 18 - U ;a 0 o c DRAWINGS, ENGINEERING SERVICES, AND Q 0" � a o° >,Q °_ o•`o- v, ® a S OR CHANGES ?O ?HESE DRAWINGS TO 'MEET `�'" °o o p v c 3 o CODE COMPLIANCE. POSSESSION OF THESE "� o 0 4-'o•`0 L) c) `*� N U ti 0 GALVALUME PLANS ACKNOWLEDGES THAT THE PURCHASER 0-0 N 0 0- '3 L 0 0 Q.In METAL ROOF HAS BEEN INFORMED OF THIS INFORMATION O o LO O `o E 0 (TYPICAL) AND ASSUMES THE RESPONSIBILITY TO 2 u)o 05 s O T�� o c o PROVIDE ALL ADDITIONAL REQUIREMENTS t7 3 0 E N O Q E o OF LOCAL BUILDING OFFICIALS t0 MEET 0 0 -00"v U 0 5Y COMPLIANCE. t Wells Road 1 Orange Park, FL 32073 10'-1" 1'E HT W Lu 12 _ 12 - - - - Z S _ 8 J LLL I I - -I 4x8 DETAIL BLOCK HARD L�1 I-SNAKE BETWEEN POSTS L SLJIL� SIDING (TYP) (TYPICAL) < DECORATIVEULU_ L _ 111_1ILLII- H-1 2x6 CORNER LL-H_ H-_AL �- LU W-L��J_LJ_LI -LI LU LLU-L TRIM (rrF) BRACKET (TYP) ^k LU I l_�-� C I IE,1I_LJUI�- �LLLLM LLII—I-II L 11._ _ U11- W 11 A LL POS WOOD P) Q ILI L I1 I - -UI I�I --- -- Ll--J-�U- L1-J� ILI L- --JL� �-�I-L-- LI LIJ-I IL ISI l J L-LJ I. U 1 1_I ISL- LSI L I_-I l J- -? IILL -- I ISI LIJ ISI LI I I III- LI IJI�-ILI -..LIL_IJI LI_I LI�11_I III _I IL _.I.1IJ__-11_ ((TYPICARDRAIL FIX10 IED - - - ilE :117 ---- ILL I I 12 - ._ U 1L - _ _��-L--� _ I�I�--L �C u_L L�LJ L �LJ�_�L-_J L_l L �._�Ll�� L l--� 1 o J LI I � I�I� I� I� � � III ALLLL � � II II II II Q _ 1 SHUTTERS I_L H 1 LI L I�I-�I1I_U -I -� _L1LL I-IIl-IJI1.__ I_ Il_I�I-L_L� _H_I_LI ISL ISI -I IIl_I_IH_II-I LI_IILI_ 31/2 (TYPLW IICAL) 1__I�I I I CRICKET'D l IILIISILII Ill III-LI I-IJI L L ISI LII J��IJ�_�1-m-Hi L_f1__ I_I!_ 2x10 CONT LIJ LII .II�LILII_I L L�..� _ -- FIN FLOOR r - IIII1I-�I .l H, I _ L__J L� �J �- I _L_J LJ LTJ W ���_.I j I J I � - � BAND (TYP) _J LJ L IJP _ - - - - ht LLL 11�I- Imo- II II 1l- - -II -L-L -- - -LI�1- 10'-1" fR HT Z lnfl-jL �-1J 1- J1__I� 1J 11 J _wUH1_ - - L - - - - - Cn w I =r L - 1.11. I� .__._ - - - - BRICK V� � I I I VENEER -ILLL._LJ-J L - - OPEN L -_.__ __. - I _ - (TYP) =k w J1 I _ _ _ 06 1x10 CONT ---- --- - ---- BREEZE L7 BAND (TYP) I I I I j __ r WAY - - JLIJ � - -- 44 BRICK II �-I---� _---- -- ROWLOCK �__LLII ri _ - 11 (TYP) - - -- - - - - - - 5/4 x CAP `f __._- - __..---- - � FF 12.0 FIN FLOOR OVER __ �r r I J - - - 2x6 HEADER BRICK - TRIM (TYP) WAINSCOTTE _: — - - L L L (TYPICAL) z z. z7LT'-7 - _ __ 904.272.5339 WINDOW ID2x4 TRIM \�\ (TYP) RIGHT.,, ELEVATION `15( Building Dept: 2x SILL (TYP) 2x6 APRON GsUARDl1-1,4ND RAILING NOTES (TYP) 12 12 . T�I WINDOW I r*I�O I _ I �y�I� 8 ® �S �' 1. TOP OF GUARD-RAILS SHALL BE A MINIMUM OF 36" AFF I I W I I V W R 2. OPENINGS BETWEEN RAILING SPINDLES ARE TO BE A MAXIMUM OF 4" (A 4"0 BALL SHALL NOT BE ABLE TO PASS) GALVALUME METAL ROOF 3. TOP OF HAND-RAILS 'm 36" AFF (TYPICAL) BRICK SOLDIER COURSE CON 15' ANGLE) (TYP) WBOARU V I cy MNAL I \JJ Ix2 BRICK DOILA WINDOW MOULDING UNIT AROUND Approved f WINDOW 10'-1" lE Ht - - - - 12 12 II - 8 O S BRICK 4x8 DETAIL BLOCK HARDI-SHAKE 11-MMiL _�'-`_.. _'-` -M Ll � I_I I LLLE _�l -I� BETWEEN POSTS II III 1 Lt ROWLOCK SIDING (TYP) �J--_[L1_L-LII-L__I_i L�i J_L�-_J-1.J-L. L��-I-L _-H-1--LI�_L _1�_�LJ_J�J_ (TYPICAL) (TYPICAL) III I'i � I I I III I I II I I I III TRIM OWER TYP) II I I I ILII I_IL L 11 LI LL-I IL I L I1_I�'�� LI JI -u-I L H_ -- -1 ._LI L. L U1 LLL BRACKET DECORATIVE(TYP) --LL-� L L I JP LJ-_amu -1J J 1 - I�LL� L� 1 I11�L_..I-L _�_L� LI- k 42"h WALL ( _ _ _ _ 6 6 -P HT 0 8x8 wooD L�II�IIII �I _�III1�II�_I� �-�I I I�II II II I�_� I I�I I I��_ � I� -�-� III I I I �_ � -�L�� I POST (TYP) W/ GAP III 1-_.11-111_[1= �L _ _.I!___ L �J J LSI-- JLLLLLII--[ MIL]J �� Thi= WINDOW TRIM - J I_I�_I�L_L LSE-]- 1 H_I-LL _LLH �1----H_ �1 _l�_U��� __ _ 1 �� � -1L p *' p OFFICE COPY P.T. GUARDRAIL is �I`ICK VENEEfR (TYPICAL) I IIII IIII II �I�I IIII I IIIIIII II II II L- HIH 11_Amm-- I I L III III I I �I lI - _ -_ LL-I-LLU -LJ ---- iI FIXED LI � � � �� (I II I I I I ( I I I I I I I I I I I - III-�I I_I I IU ( I I I I_IJ-I--III-I I LI I__I JI-L I1I l I��JI-L IJ I-I--U-�J-I_ _ 1I�I -U.I�I I L I_I_�l�l—LI -- _ SHUTTERS _�� 12 _.11�-�IIA LI-LI_Ll_-IL--LI LI I� -�u- -L�� L��_��L L-�I I -LI-� L I IWI I_I�I -L�I�-I_IU IJI J�I LI LII. I LI� I�I L LL�_L �L�- _ I -1 =I-- �I- `(TYPICAL) - V--� L� 2x10 CONI 1,LII -��IJ�J = 3i2 I I S �� FIN FLOOR - BAND (TYP) tt �LL-i IJ U_� LTJ ��L L L� --u �!1J J-L�ISL.LJ�I �Ii 1 ��-y � � --� I�I ( I I I I I�I L__1 `4 10'-1" FE HTAll -J ( H Ll WJ LJ L _. �_ _ LI�I � millw -' �I-�I I :J� u u �l LU I�I_J�_I_I_JII �I�11I II III __ITU�_L I�l_I�J�I� �_I c W CO �� L 1 I--L1 ���J-� L� L� LJ LLJ LTJ -�1 - FIN FLOOR 0 CO D i i1 - - 1 -6" P HT N Vl � � II - - -- _T F LO z _ _C (x10 CONT O 61 _ _17 - z I BAND (TYP) - _ BRICK N d N Q V J sL 1 Z 1- ROWLOCK � - - r z _ (TYP) Q OCU - LIELLQ .. 5 _C L FIN FLOOR -Q +; 4i L z-.r_ - FF=12.0 v FIN FLOOR -- - __ U - - -- rTz_ - OF HOUSE _ C L ] L ------- Z L - -- - - N W M -vala - - - -I L. J_ L "' FIN GRADE - _ STEPS WN STUCCO FINISH 46"h FENCE BRICK VENEER (TYP) TO UTILD� STOOP BRICK Plan #: K151$ OVER FOUNDATION \/ ` WAINSCOTTE Job #: 15-1073 WALL (TYPICAL) (TYPICAL) LEFT E7l AT 1 ON SHEET NUMBER SOLE: 1/4" = 1'-m" GLENN LAYTON HOMES o f:1 2 U U w-8 NOTE: E ALTHOUGH EVERY EFFORT HAS BEEN TAKEN L TO PREPARE THESE DRAWINGS TO COMPLY •Up o E O o WITH LOCAL BUILDING CODES, CONTINUOUS o y W o o 0 •� a o CODE CHANGES MAY REQUIRE ADDITIONAL Q L- o TQ 0. o o N DRAWINGS, ENGINEERING SERVICES, AND " 0.2°" = 0- a;_O o OR CHANGES TO THESE DRAWINGS TO MEET �3 '� E s p ` 2=—.2 �, U N v -- C to CODE COMPLIANCE. POSSESSION OF THESE � .o w 0 c-� ; � c`o c PLANS ACKNOWLEDGES THAT THE PURCHASER p c d c y o a° p '3 HAS BEEN INFORMED OF THIS INFORMATION �, w 2 "o y�o O T° _ `o=5 AND ASSUMES THE RESPONSIBILITY TO v N`v"N E N D N o E ;� N cot• E 1 Eo 41 ag o PROVIDE ALL ADDITIONAL REQUIREMENTS Y o 0 - 21-0 00 u OF LOCAL BUILDING OFFICIALS t0 MEET COMPLIANCE. 1999 Wells Road , Orange Park, FL 32073 r� ELECT ICAL LLu w PRE WIRE O FLOOR PLUG z 4 BRACE ® 220V OUTLET CEILING FAN — W/ LIGHT Qz 110V OUTLET Q (n AWP WEATHER PROTECTED W TANKLESS JUNCTION BOX P IBRAGE GFCI 110V OUTLET GAS WATER FOR FRONT CEILING FAN v HEATER •2 LANDSCAPE (NO LIGHT) Cc 110V OUTLET W/ GROUND LIGHTING GFci FAULT CIRCUIT INTERRUPT O J FLUOR LIGHT SWITCHED 110 OUTLET Q J❑ GFCPI � � (TOP HALF ONLY) — ` CEILING EXHAUST a — —— —— ——- FAN/LIGHT FIXTURE GARAGE DOOR OPENER ~ HH was F� I IPW `,,/�, �FcP a CEILING EXHAUST FAN $ SWITCHES z H I I 3 0 - ENTRY W L) Q \ I I RECESSED $a 3-WAY SWITCH 0STUD' \ PORCH-I I I LIGHT FIXTURE Q — ' 110'-1" CEIL ' / (10'-1" ie HT) 1 I I CEILING MOUNTED ® SMOKE DETECTOR l L —� 1 I LIGHT FIXTURE SO U) 1 \\ CEILING MOUNTED DISC 0 W - L GFCI I i I — `\\ I I 4- PENDANT FIXTURE cS DISCONNECT SWITCH dS m II r -I 1 1 TO FRONT 1 I I WALL MOUNTED _ / LANDSCAPE i CARBON MONOXIDE \ \ LIGHT F i XTURE Co SDI / LIGHTING I � / DOUBLE DETECTOR 4 ALARM FLOOD LIGHTS lu WF 8 GFCI ,— / / 1 P: C4 FOYER VENTLESS i I I I �/ I �,' a GAS F/P I I I / / TO I I I 904.272.5339 , ' - FRONT FLOODS \ 1 COY D 1 I 1 --------- PATIOI r--- ----------i r__-------- � r--�-------_-- I I 1 I I I I I � / I I I I �(`�INC� (10'-1" P_ HT) FP-:-Jld I I / --- - - I I / I I 1 I 1 WP I --i �I 1 I I \ GFCI I I j I - - - 1I / i TO I I I i I 1 i i �` \\ 1 I \\ ELEVATOR - REAR I i I _______1 `�___�___J `` (SEE BUILDER \\ FLOODS I I 1 I T • �\ \ I I 1 FOR PRODUCT I I o I , ----------�- , --- -�-- ----� ------�- - I I I SPECS) FLOOR PLUG (VERIFlTO REAR 11 _ LANDSCAPE LOCATION II W/ d `\ � V ° d1 N�ASL {LIGHTING BUILDE?) 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(I c ELECTRICAL LEGEND � W w PRE W IRE O FLOOR PLUG I— z HVAC UNIT #1 4 HVAC UNIT #2 e BRACE 0 220V OUTLET CEILING FAN IN ATTIC A50VE OWNERS SUITEX W/ LIGHT Q:: 110V OUTLET Q cn PRE W IRE wP WEATHER PROTECTEDfyi — w 110V OUTLET � 4 BRACE GCI CEILING FAN 110V OUTLET W/ GROUND U (NO LIGHT) ci FAULT CIRCUIT INTERRUPT FLUOR LIGHT O' J SWITCHED 110 OUTLET Q (TOP HALF ONLY) — -- -- - - -- -, CEILING EXHAUST vJ H —— — —-—— — GFCI FAN/LIGHT FIXTURE GARAGE DOOR OPENER I I CEILING EXHAUST FAN U�^^ z $ SWITCHES vJ w RECESSED LIGHT FIXTURE $3 3-WAY SWITCH Q J I CEILING MOUNTED Z SMOKE DETECTOR OWNERS // ( - L — J I BATH LIGHT FIXTURE sD 1 ,�,�' 110'-I" GEIL) i L i I CEILING MOUNTED DISC W - , DISCONNECT SW ITCH 06 ��--- DRESSING \ r- ) PENDANT FIXTURE (10'-1 GEIL) i -Q- WALL MOUNTED A N MONOXIDE T LIGHT FIXTURE co C R50 DE ` ®sD , I 0 DETECTOR 4 ALARM DOUBLE FLOOD LIGHTS P.G. 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