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3944 Saltmarsh Lp 18-907 (a)■ INDEX, GENERAL NOTES! CS -1 COVER SHEET 1. CONTRACTORS SHALLVERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 0.1.3 SLAB PLAN'U' DISCREPANCIES SHALL BE REPORTED TO TO THE -- - BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FIRST FLOOR PLAN 'U' SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.3 ELEVATIONS'u' CODES, REGULATIONS, AND FHA/VA MPS. FL 5.3.1 ROOF PLAN 'U' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 6.3 UTILITY PLAN v" 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ;6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N I SQUARE FOOTAGE TABULATIONS CD UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION 'U' 1412 1412 421 48 75 544 RI -.CORD COP'y 'j 24 + g° MULHERN KUL P residential structural engineering F�.y^ FIEVIEWEf., POP {`0 F: t ;(.)MPLiANCE SANEQRD E UI DIN D1VISI 20 South Maple Street, Suite 150 • Ambler, PA 19002 A PERMIT ISSUED P215.646.8001 • mulhemkulpcom _ INER — LICENSE TO PROCE D WITH THE WORK AND NOT AUTHORITY TO VI TE, CANCEL, ALTER Q ASIDE ANY OF THE PROVISIONS OF THE TECH AS SET qICAL WE THE BUILDING O FICIAL FROM THEREAFTER REQUIRING A CORPECTION OF ERRORS IN PANS, CONSTRUCTION C R VIOLATIONS OF THIS C SSUE DATE: E. FOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N I SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION 'U' 1412 1412 421 48 75 544 RI -.CORD COP'y FIEVIEWEf., POP {`0 F: t ;(.)MPLiANCE SANEQRD E UI DIN D1VISI N A PERMIT ISSUED 45F__'_ "! .SNF-, F:XA _ INER — LICENSE TO PROCE D WITH THE WORK AND NOT AUTHORITY TO VI TE, CANCEL, ALTER Q ASIDE ANY OF THE PROVISIONS OF THE TECH AS SET qICAL WE THE BUILDING O FICIAL FROM THEREAFTER REQUIRING A CORPECTION OF ERRORS IN PANS, CONSTRUCTION C R VIOLATIONS OF THIS C DDE COMPACTION TEST REQUIUD Results to be Verified /AC REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: q t Y GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. -VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. FOUNDATION KEYNOTE. F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 8'-0" 1'-411 6-81' 00 29'-0 21'-0" 5'-11 1/4" T-10 3/4" SLAB PLAN.,U, 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"=1'-0" AT 11" X 17" LAYOUT 2'-7 1/4" 1614" 21'-1 1/4" 29'-0" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: �J SHEET NO: FL 0.1.3 _ 0 77 8" 8" w OLU ' N ............... .... 9 T PATIO SLAB C�.� r c 50 1......... ! REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS WE F4' TT ri F7..:. i - ....................... ... . .. .... . I! MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO it OUTSIDE FACE. GRADE BEAMS AND APPLIANCESI ARE DIMENSIONED TO CENTER LINE....................................................,....... ...... ........ ..... .........._I. ej 8'-5 3/4" 8'-0" .........................) OP I i N ........... ............. _ r M i T b) 1 --------- Q �. VERIFY UNDER SLAB AT KITCHEN ISLAND 2'-9" [2'-1 /2" ,- 2'-0 114"J 7 3/4" 0 r� T T _ N d T T ................................... ; I !� I ! I!.IF ............................... I I....... 4 ...... to CW H CV F2 PORCH SLAB o W 0- 9 N REINFORCE PER LOCAL C CODE AND ENGINEER'S SPECIFICATIONS ch N M O CIO , N GARAGE SLAB [REINFORCE PER LOCAL ODE AND ENGINEER'S PECIFICATIONS -� w IL OO F1 T-10 3/4" SLAB PLAN.,U, 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8"=1'-0" AT 11" X 17" LAYOUT 2'-7 1/4" 1614" 21'-1 1/4" 29'-0" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: �J SHEET NO: FL 0.1.3 FLOOR PLAN KEYNOTE LEGEND 8'-011 z HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 1 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED �o SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 0 b N N FLOOR PLAN KEYNOTE LEGEND 8'-011 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 3 M 8'-011 21'-011 1'-4" 61-8"15'-2 1/2" 0 5'-9 1/2' If T 71-011 3'-0" 101/ ' A/C 3050 SH 3050S. z 0 N N 0 M 1181, CV) LO N r 13 �� BYPASS 3 M 8'-011 21'-011 1'-4" 61-8"15'-2 1/2" 5'-9 1/2' If -0 1'-411 3'1 71-011 3'-0" 101/ ' A/C 3050 SH 3050S. 0 N N M 1181, SLIDING N r 13 �� BYPASS Cl) DOOR N Cl) COVERED LO PORCH a O ril CC CV r , p ti -1 M. BED M. BA n a � o CV 9'4" CLG. 9'4" CLG 6'-011 8" 00 14" s N r Q 6068 S.G.D. N a 81-9 1/2" d 1-6 1 /2 11 11 „ 21-3 1 /2 61-7 2868 N 2868 oo r M WIC C7 IW A w 2468 9'-4" CLG I N W I J HVAC 2668 N I C? DINING w 2468 13: i 4 9'-4" CLG. EQ EQ N T 2468 N r LO ,- REF 8,_8,1 7 11 1 /21F 3'-3 1/2" 9 1-1 11 11 L BED 2 n i iv 9'-4" CLG. KITCHEN W i �� 3'-7" 8'-9 1/2" 9'-4" CLG. �� 16 (G I 0 O N 0 2468 7 Li r - A. 2 x''11-211 2'_41, C 14 12 ;09'-4" l� t. iv � o c N 00 i i 0 FAMILY BED 3 r 9'-4" CLG. 9'-4" CLG. 7'-5 1/2" 2'-4 1/2" T-9 1/2" 3'-0" ' 7'-1" 6-3 1/2" 11 2'-8" 8 1/2" �s 12 N LA N I'M 1 91-411 CLG. , CA rs, ' — - I WIC 2 6 I I F8 d I 9'-4" CLG. FOYER W c� 2868 L_ -_I 1----- 9'-4" CLG. 16 lag" a co WH 0 1'-2 1/2" 4 17'-2 1/2" -11/2 20'-411 31-011 21.411 r` PORCH SOFFIT, SEE ELEV.&/-__,7 AE GRA G % 7EXT. 10" BOX COLUMN, SEE EXT. ELEV. �- 8" 7'-2" STONE VENEER, SEE EXT. ELEV. 16070 SECTIONAL 16'-011 81-01, 21,.011 29'-0" These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: N >. 5 r z UJ T C/) a cc Z >Mo J U. J � y a0 SHEET NO: FL 1.3 iV r e N io N N M Q ' N r �� Cl) N Cl) LO a O CV r , p ti -1 n a � o CV a, 00 M s N r C�CP�. N N N These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: N >. 5 r z UJ T C/) a cc Z >Mo J U. J � y a0 SHEET NO: FL 1.3 Ata' f,NP1W A ,.a ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: N � r � Cj) CO Z� U Q Q N J O CL I 0 SHEET N0: FL 4.1 6" E16 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE FASCIA THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE 77 FRIEZE E16 WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 11 12 FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL - -----� 10 PAINTED 12 12 CEMENTBOARD SOFFIT 5 5 5 8.1 E16 E16 NOTES. -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED —x — — — — 1ST FLOOR PL. HT. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. o -WINDOW HEAD HEIGHTS: - 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 1 ST FL. WDW. HT. 2ND FLOOR - 71-0" U N O ON ELEVATIONS 3RD FLOOR = 7'-0" U.NA. ON ELEVATIONS. u� 6FF 811 E 16 T E19 SMOOTH SMOOTH Z -ROOFING: PITCHED SHINGLES PER BUILDER. COACH LIGHT El F1711 1171 E:1 0 � -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS E19 4 c, PER BUILDER SHOWN ON THE EXTERIOR ELEVATIONS F SMOOTH • , El STONE WATER -ENTRY DOOR: AS SELECTED BY BUILDER 10" PAINTED : • .'�; ' •' � FE11�D TABLEWOODBOX M �F]❑�OO Ei COLUMN -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE • ` • '. . ;,, ., .� � .. - — i ST FLOOR FIN. FLR. ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 1 FRONT ELEVATION 'U 1 1 /4'.' =1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 12 5 C77 1412 V ici 5 s� N r t[j = 6" E 16 E16 10'" FASCIA 1ST FLOOR_PL. HT. OC W— — — — — — — — — — — — — — — 1 i ST FL. WDW. HT. E22 op - z o - 4 4 STONE WATER S O _ob r n w LU' ' - _ _ _ - :. - • _ - �- r TABLE , r , ♦ , ^ r „ ' ., a. .. .. r. a ♦ ,„' , , , , , , ♦ • , , a r , , , v , , , , , ' ♦ ' E1 � . 1ST FLOOR FIN. FLR. LEFT ELEVATIONU 2 12 1 /4 = V-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 12 5� N �5 ui 6., _ FASCIA E16 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. CD BO f: , _ 1 ST FLOOR FIN. FLR. REAR ELEVATIONU 12 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 5� 12 cv 5 iri E16 FASCIA _1 ST FLOOR PL. HT. • a, , a v .. .. .., ,.. .. a r .. .. .. r v , r , 4 ,.. ., .. , TONE WATER, TABLEa , , E22 , r , , - 1 ST FLOOR FIN. FLR. RIGHT ELEVATION 'U' 4 1 /4" = 1'-0" AT 22"X34"LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT �wwwww� C rwwMwwn� 0 T ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight p Y 9 Homes and are not to be utilized ut d for r o i r r coped in part a in whole o e without permission from C the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E16 I TRIM OR EQUAL, U.N.O. SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 3RD FLOOR = 7'-0" U.NA. ON ELEVATIONS. u� 6FF 811 E 16 T E19 SMOOTH SMOOTH Z -ROOFING: PITCHED SHINGLES PER BUILDER. COACH LIGHT El F1711 1171 E:1 0 � -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS E19 4 c, PER BUILDER SHOWN ON THE EXTERIOR ELEVATIONS F SMOOTH • , El STONE WATER -ENTRY DOOR: AS SELECTED BY BUILDER 10" PAINTED : • .'�; ' •' � FE11�D TABLEWOODBOX M �F]❑�OO Ei COLUMN -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE • ` • '. . ;,, ., .� � .. - — i ST FLOOR FIN. FLR. ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 1 FRONT ELEVATION 'U 1 1 /4'.' =1'-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 12 5 C77 1412 V ici 5 s� N r t[j = 6" E 16 E16 10'" FASCIA 1ST FLOOR_PL. HT. OC W— — — — — — — — — — — — — — — 1 i ST FL. WDW. HT. E22 op - z o - 4 4 STONE WATER S O _ob r n w LU' ' - _ _ _ - :. - • _ - �- r TABLE , r , ♦ , ^ r „ ' ., a. .. .. r. a ♦ ,„' , , , , , , ♦ • , , a r , , , v , , , , , ' ♦ ' E1 � . 1ST FLOOR FIN. FLR. LEFT ELEVATIONU 2 12 1 /4 = V-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 12 5� N �5 ui 6., _ FASCIA E16 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. CD BO f: , _ 1 ST FLOOR FIN. FLR. REAR ELEVATIONU 12 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 5� 12 cv 5 iri E16 FASCIA _1 ST FLOOR PL. HT. • a, , a v .. .. .., ,.. .. a r .. .. .. r v , r , 4 ,.. ., .. , TONE WATER, TABLEa , , E22 , r , , - 1 ST FLOOR FIN. FLR. RIGHT ELEVATION 'U' 4 1 /4" = 1'-0" AT 22"X34"LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT �wwwww� C rwwMwwn� 0 T ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight p Y 9 Homes and are not to be utilized ut d for r o i r r coped in part a in whole o e without permission from C the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 N 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE ' AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE •�.,. NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - LC 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE ' AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. ' VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: N � r Uj 7 T V! Q Z U)a Q >M LL J O °a am 0 SHEET NO: FL 5.3.1 U Q A/C s C7 w cc `- — �r 1'R CZ z -� COVERED + w M. BED PATIO �` rirrri 2- I 9'4" CLG. ,,r 0 0 [TV: Q WP/GFI -A. A 4 w ISSUE DATE: =o 10.02.17 FOR w W r W = GFI M REVIEW ,� D /' 0 w I- J S LL � (A ........ _ ._ _. _ _� ! WIC ® / REVISIONS: ¢ _ O f' WCL W ;t w m z 9'-4" CLG. VAC I 3 �_f _ w ❑ = a I I m¢ O o V 0 Z Cl) L5.._ o� � C. �� m0 DINING __� 4� OJ M w W Z 0 Ir C7 OC 0 0 0 w I^ _ ..................................._............- ..... ............................ 1 9'-4" CLG. W w o � w _ PH r v0 ❑ wY c7FI 01 0 \ REF L.. BED 2 9'-4" CLG. , STANDARD ELECTRICAL BOX HEIGHTS AGF GOI II GFI Dw These drawings are the � II III property of Starlight ALL CABINE .--...__. 122 bv �----......� I I ° KITCHEN CLG. Homes and are not to be C.� '17 �..:::::::.:_�I I 9'-4" utilized for construction, or copied in art or in whole p p I. I I without permission from BA. G..I .. T ...:.. ........ the builder. © 2016 / '-4" CLG:' -.... GFH Starlight Homes co L4\\7 N L. (...._.........._~� W CO M LAST REVISION O C,N) 7D U, z X m FAMILY _ U_ 9'-4" CLG. 30" HIGH 'T = BASE CABINET " BED 3 TV \ LAST SAVED BY: VANITY r CABINET . _ iu 9'-4" CLG. OP m in I SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES ............ Li i LA. - OVER BATH CABINETS OVER KITCHEN CABINETS 9 '-4" CL 220V �I " CH SERVICE PANEU I .IXI ' _ ELECTRIC METER WIC F \, FO E R �� i iV_ I. I� ' ....- ,. ... ....• I I -'.I I _:. - 9'-4" CLG. TELEPHONE/ TELEVISION .l .........) NOTES: SERVICE BOX J PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL WP/GFI WP/GFI ('WH 3 " SERVICE _ _ WP/GFI CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. TO KEYLESS // PANEL ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. LIGHT IN ATTIC 3 Z FAN/LI GHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." / ' ' a - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE Uj CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. a PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY THE OF ALL CODES. / / NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING REQUIREMENTS GOVERNING WP/GFI PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL ALL GOVERNING CODES. IQ I Q Cn J CODE (NEC) AND MEETING THE REQUIREMENTS OF / ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. /PORCH fl 1-1 If I >W HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, - lAi DRAIN TILE SUMP AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS._ KEYLESS KEYLESS PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S I O WRITTEN INSTRUCTIONS, GDO ' PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE (DEDICATED CIRCUIT) HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GARAGE LEGEND: / I c" CHIMES DUPLEX OUTLET -�- CEILING MOUNTED INCANDESCENT // CEILING FAN LIGHT FIXTURE 4 PUSHBUTTON SWITCH //0 (PROVIDE ADEQUATE SUPPORT) </ v / WNW EXTRA DUTY WATHERPROOF GFI DUPLEX OUTLET�(�} 110V SMOKE DETECTOR I ' T LIGHT MOUNTED INCANDESCENT sp HARDWIRED AND INTER- '> CEILING FAN WITH INCANDESCENT / - GFI GROUND -FAULT CIRCUIT -INTERRUPTER CONNECTED W/ BATTERY// DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE BACK-UP LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 0 OR CEILING MOUNTED LED FIXTURE CO2 DETECTOR HALF -SWITCHED DUPLEX OUTLET (VP) = VAPOR PROOF HARDWIRED AND INTER- CONNECTED W/ BATTERY xzov 220 VOLT OUTLET BACK-UP GAS SUPPLY WITH VALVE (, EXHAUST FAN (VENT TO EXTERIOR) Q REINFORCED JUNCTION BOX T THERMOSTAT---} P" TELEPHONE H HOSE BIBS EXHAUST FAN/LIGHT COMBINATION Tv TELEVISION SHEET NO: WALL SWITCH (VENT TO EXTERIOR) � u ELECTRIC METER cw 1/4" WATER STUB OUT UTILITY FIRST THREE-WAY SWITCH a ® FLUORESCENT LIGHT FIXTURE ELECTRIC PANEL FL 63 a FOUR-WAY SWITCH ' � DISCONNECT SWITCH WALL SCONCE 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT TECH HUB SYSTEM CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120"NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J0I5T/BLK16. (1) NAIL 0 4" o.c. (1) NAIL 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE " TOENAILS o S" o.c. TOENAILS o b" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP SPLICE NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2'2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 300.120", SAME SPACING OR NUMBER OF NAILS. (ONLY AGGEPTA13LE WHERE * ARE SHOWN) Nindow $ boor Allowable Wind Pre55ure5 140 MPH Wind Zone tx o5ure G OPENING 51ZE INTERIOR ZONES END ZONES( 8' Garage Door +25.1 PSF/-28.4 PSF +25.1 PSF/-28.4 PSF 16Garage Door +24.1 PSF/-2b.8 P5F +24.1 PSF/-26.8 PSF 10 SOFT. +28.8 P5F/-31.2 P5F +26.6 P5F/-38.5 P5F 20 SOFT. +27.5 P5F/-21.1 P5F +21.5 PSF/-35.q P5F 50 SOFT. +25.8 PSF/-28.3 PSF +25.8 PSF/-32.5 PSF 100 SOFT. +24.5 P5F/-2b.q P5F +24.5 PSF/-21.1 PSF 500 SOFT. +21.5 P5F/-23.1 P5F +21.5 P5F/-23A P5F (DEnd Zone i5 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of leo5t horiz. dim. or 3 ft. i ROOF FRAMIN6 SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 111b MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W 23/8x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 6 o.c. o PANEL EDGES 8 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDOE5. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ NAILS o 31' O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDOE5, RIDGE5, VALLEYS, t HIPS, PROVIDE BLOCKING ALONG PANEL EDGES d FASTEN w/ 22"x0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW w/ U5P MTW12 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH d ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"0.131" NAILS o Ib" O.G. UIDL I PT CONNECTORS BEARING CONDITION �G CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) 1I HD -2 51MP50N MSTGbb. STRAP TIE (24" END LENGTH) (MSTGbbB3 ALTERNATE) < 15' 51MP50N H2.5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALVWOOD BEAM 2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IbE SHORT > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5'05' AFP IbE SHORT 51NC71 E ROOF TRU55 OR PORCH ALL 51MP5ON HETAI(b BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL c Se c SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 1_I5TEV ABOVE. HOLD-DOAN 50HEMLE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) '-7272x6 (2)2x6 HD -2 51MP50N MSTGbb. STRAP TIE (24" END LENGTH) (MSTGbbB3 ALTERNATE) 3.5"x5.5" AFP I.6E SHORT LEGEND • ® INTERIOR BEARING WALL • r- _ BEARIN6 WALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL • I: ' : I EXTENT OF OVERFRAMING INDICATES LOCATION OF REINFORCED GMU GORE ©..' (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DESCRIPTION '-7272x6 (2)2x6 --SPF 5YP #2 W/ H4X6 3.5"x5.5" AFP I.6E SHORT 1/2' PLYWD FLITCH PLATE SPAN HEADER (2)2x8 2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IbE SHORT I/2" PLYWD FLITGH PLATE SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3.5'05' AFP IbE SHORT 1/2" PLYWD FLITGH PLATE SPAN FADER (2)2x12 2 2x12 5PF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP I.6E SHORT cri 1/2' PLYWD FLITCH PLATE c Se c SPAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE SU135TITUTED PER THE HEADER 5065TITUTION 5GHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fb = 1,500 psi, Fv = 115si, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LYL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. seal: 1/15/2015 W ch .- GENERAL STRUCTURAL NOTES IV • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE, • WOOD FRAME EN6INEERIN6 IS BASED ON NDS "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF M&K project number. DEAD = I P51F T.G., 10 P5F B.G. 181-17011 LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) project mgr: SDI = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F o 6ARA6E drawn by. mis DEAD = 10 P5F (20 P5F TOTAL ®TILE) isssue date, 06-22-17 WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED R15K GATEC70RY 11 REVISIONS: GENERAL F AMI NCS date: initial: • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 09-25-17 MK 5YP#2 o Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-08-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP SPUD' GRADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o I6 O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER Rb02.2.2.1. •' • ALL HEADERS SHALL BF SUPPORTED BY (1)2x JACK STUD $ (1)2x C KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE W NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE M=J 2 5PRUGE-PINE-FIR #2 (510F) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS d HEADERS IN 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2xb 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TAG6ERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED W 2Y2"x0.131" NAIL5 @ 6" O.G. o EDGF5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. i t i • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UDDER ALL P05T5 LL�..I CONTINUOUS TO FOUNDATION/BEARING. I-' • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6: 0 • L5L - Fb=2325 psi; FV=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi, E=2.OXIOAb psi z • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER T > WITH 3 ROWS OF 3"x0.131" NAILS ® 8" 0/G OR 2 ROWSAN3Y2 ►._I 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5CREW5) 0 16" 0/6. USE O A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. x APPLY FA5TENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP t BOTTOM NAILS/SCREWS 2" FROM EDGE, 50LID 3" OR 5Y4" LU Y2 BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb t 2x8 MEMBERS. T � • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER V Q 0 WITH 3 ROW5 OF)/4"W- 51MP50N 505 56REWS (OR b VW TRU55LOK Q 5GREW5) @ Ib" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENINC6 AT BOTH FACES (ONE SIDE ONLY FOP, TRU55LOK SCREWS). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON �+ 0 PG4Z/EPG4Z GAP $ ABU44Z BASE, U.N.O. sheet • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAP(ON5 o 24" O.G. SO*O vz two � 01b�bf aY �� 324 4 a„ C ©��capyrigN,t".� IUL'I, RAIIldLf �'' trgabra4� ngineenng, Inc, J ' D °) cri c Se c t a + a`i d co z W ++ Al c � W ch .- GENERAL STRUCTURAL NOTES IV • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE, • WOOD FRAME EN6INEERIN6 IS BASED ON NDS "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF M&K project number. DEAD = I P51F T.G., 10 P5F B.G. 181-17011 LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) project mgr: SDI = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F o 6ARA6E drawn by. mis DEAD = 10 P5F (20 P5F TOTAL ®TILE) isssue date, 06-22-17 WIND ULTIMATE WIND SPEED 4 EXP05URE A5 LISTED R15K GATEC70RY 11 REVISIONS: GENERAL F AMI NCS date: initial: • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 09-25-17 MK 5YP#2 o Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). 12-08-17 MK • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP SPUD' GRADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o I6 O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER Rb02.2.2.1. •' • ALL HEADERS SHALL BF SUPPORTED BY (1)2x JACK STUD $ (1)2x C KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE W NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE M=J 2 5PRUGE-PINE-FIR #2 (510F) OR SOUTHERN PINE #2 (5YP) LUMBER, OR 0 BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS d HEADERS IN 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2xb 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TAG6ERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED W 2Y2"x0.131" NAIL5 @ 6" O.G. o EDGF5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. i t i • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UDDER ALL P05T5 LL�..I CONTINUOUS TO FOUNDATION/BEARING. I-' • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6: 0 • L5L - Fb=2325 psi; FV=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi, E=2.OXIOAb psi z • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER T > WITH 3 ROWS OF 3"x0.131" NAILS ® 8" 0/G OR 2 ROWSAN3Y2 ►._I 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5CREW5) 0 16" 0/6. USE O A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. x APPLY FA5TENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP t BOTTOM NAILS/SCREWS 2" FROM EDGE, 50LID 3" OR 5Y4" LU Y2 BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb t 2x8 MEMBERS. T � • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER V Q 0 WITH 3 ROW5 OF)/4"W- 51MP50N 505 56REWS (OR b VW TRU55LOK Q 5GREW5) @ Ib" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENINC6 AT BOTH FACES (ONE SIDE ONLY FOP, TRU55LOK SCREWS). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON �+ 0 PG4Z/EPG4Z GAP $ ABU44Z BASE, U.N.O. sheet • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAP(ON5 o 24" O.G. SO*O 21'-0" 81-0° 21'-0" 16"xlb"xg" THICKENED 501.0 5171.0 SLAB i I N I PORCH 51-613: 3 y2" GONG. 5LAB ON 6RA0E (2500 P5I MIN.) w/ 6x6-HI.4xHl.4 -� ME5H OR FIBER ME5H ON q5% -� 2: I GOMPAGTED FILL OR VIRGIN 501L. 501.0 1 Y 8 501.0 I ) I .._.. _- 3 y2" GONG. 5LAB ON 6RADE N (2500 P51 MIN.) W 6x6-HI.4xNI.4 ME51-1 OR F I BER ME51-1 ON q5% �,-'1`''---- _y LU GOMPAGTED FILL OR VIRGIN 501L. -� = 7 a I 501.0 ---- le ar Zg'-0'. 5LA5 �OUNOATION PLAN _1 Nx34 SCALE: V4"=1'-0"ELEY. S, T, $ U 11k�z�l0 SCALE: I-011 seal 1/15/2018 4 8� © copyright ; MULHERN & KULP Structural Engineering, Inc, J Ln 4-4 41 c Q a WN �� �. J a c D Ld fR N � N 4 M&K project number. 181-17011 project mgr SDI drawn by. MJS issuedate: 06-22-17 REVISIONS: date: initial: 09-25-17 MK 12-08-17 MK CD to LU 0 sheet RIGHT HAND S160 Q H 100 z J Z L- 0 0 dzW °z °- o :D N 0� IL�p sheet RIGHT HAND S160 MA50NRY LINTEL A55EMBL I E5 SEE SCHEDULE AND 5PEGIFIGATION5 FOR AWL INFO GROUT �p PRECAST LINTEL W Z � EMBEDDED REINF. -- = 6R4UT BOTTOM REINP. PRECAST LINTEL W I I EMBEDDED REINF. MARK � MB -I MB -2 m� m� TOP REINF. - TOP REINF. MB-2 VEIRTIGAL ----- SHEAR TIES - m CTK011T GROAT r"p ® BOTTOM REINF. x:.. BOTTOM REINF. M #3 VERTICAL TIES a 4"o.c. w/ B-4 81`16-2B/IT (1) #5 (2) #5 180 DEGREE HOOK T8B APPROVED LINTEL MANUFACTURERS ARE: GA5T-(,RETE, QUALITY PRECAST CO., PRECAST LINTEL W ' I EMBEDDED REINF. PRECAST LINTEL. W I I EMBEDDED REINF. L ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRESTRESSED. � � 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. THIS ASSEMBLY REQ. MB -3/ MB -3A �ST MB -4/ MB -46 �SCHEDULE. MB-MA LINTELS LINTELS M516NATEP WITH AN MB -3&4h 5HALL. BE CON5TRUGlED THE SAME A5 M"/4 EXCEPT THE PERM 514ALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD CIMIN& THE TOP OF THE PRECAST LINTEL DOM 2'. ALL OTHER SPECIFICATIONS %TALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT M TOP LINTEL COURSE. MASONRY LINTEL DETAILS seal I/I5/2QIP ILL REINFORCEMENT MARK DE-516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -1 8F8-OB/OT ----- ----- MB-2 8F8-1B/OT ----- (1) #5 M13-3 81`16-113/IT (1) #5 (U #5 M #3 VERTICAL TIES a 4"o.c. w/ B-4 81`16-2B/IT (1) #5 (2) #5 180 DEGREE HOOK T8B APPROVED LINTEL MANUFACTURERS ARE: GA5T-(,RETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. oT>= L ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE PILLED LINTEL5 A5 REQURIED. 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 W 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN AGGORDANGE WITH THE FBG R30 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPIN6 PENETRATING CONCRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE SLAB U51N6 A NON-CORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOHN5POUT5 5HALL 015GHAR6E AT LEA5T I FOOT (305mm) ANAY FROM THE 5TRUCTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING GODS. • FFOOTIN6 DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARINC7 GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOHABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THE5E FOUNDATION DE51GN5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF HARDHARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED HOOD, CONTACT LUMBER $ HARDHARE 5UPPLIER5 TO COORD. • GONGRETE DESIGN BA5ED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAY5, U.N.O. f'c - 2,500 p5l:....... FOOT I N65 2,500 p5f: .... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 p51 ..... REBAR • ALL GONGRETE EXP05ED TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12 BELON FIN15H GRADE. • FOOTINC75 AND SLABS ON 6RADE 5HALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EPOE5, AND OTHER LOCATIONS WHERE SLAB GRACK5 ARE LIKELY TO DEVELOP. (20'-0" O.C) • MINIMUM LAP 5PLIGF5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOKS 5HALL BE PROVIDED AT 1?1560NTIN0005 END of REINF. • GROUT SHALL BE A5TM 6416 F='c=3000 P51 W MANX 3/6" A66REGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO KITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 PM = 1500 P51). ALL MORTAR 5HALL BE ASTM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL ' BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL ALIGN WITH FOOTING DONEL BELOW. PROVIDE MIN 30" LAP 5PLIGE KITH FOOTING DONEL. • 6ROUT 5OLID ALL REINFORGED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL HALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-O O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN BUILDER5 TO VERIFY. 11x11 SCALE: s heet: RIGHT HAND S 2601 seal I/I5/2QIP ILL Zd J O Z "m 77624 ° p mgr PL 0 N� 0 NJ °M+ .A� O © copyright: MULHERN & KULP Structural Engineering, Inc, a� E c Q c w + 4) .0 �a Z Ln W ` co N CD Ja gP D`� N 0 Ld N 4) N a W project number. 181-17011 project mgr SDI drawn by: MJS issuedate: 06-22-17 REVISIONS: date: iniraal: 09-25-17 MK 12-08-17 MK s heet: RIGHT HAND S 2601 W ILL Zd J O Z Y p_ o 0 N� NJ m O s heet: RIGHT HAND S 2601 J II 1111..... I I Au A.,1.I I- , I I._.4.. seal: 1/15/2018 a���rGp ' ° ,3V fir. � '"�" nm ��a• c� 6" GMU BLOCK -; 7 .. 2 4 m 8 CMU BLOCK II INTERIOR Ya 6YP. BD. EA. SIDE ° r R4.1 FI -FOIL OR (I) #5 FROM FTG. TO YZ" GYN. BD. EA. SIDE F w EQUAL OVER f/411 BOND BEAM. SPLICE: OF 2x'5 A 16" O.G. OF 2x4'5 ®I b" O.G. I d N #5 FROM FT6. TO FURR STRIP'S TO BE MIN. 30" STUD PLATE TIES FASTEN W/Y4 x5 LONG TAPCONS , t, A �� BOND BEAM. SPLICE GROUT CELL SOLID g GA�R,�G a 2' 8 O.G. AND 12 MAX FROM f~"� O . 30" T BE MIN " II STUD TOP t BOT. dF- M 3 Ya" GONG. SLAB w/ l(1 NOTED ON PLAN5) FASTEN W/Y4"x5" LONG TAPCONS 21/411 END OF WALL ONLE55 NOTED GROUT CELL SOLID WWF OR FIBERMESH ;.: ": U I Z o 2'-8" O.G. AND 12" MAX FROM a. - END OF WALL E55 NOTED 1 1/2" OTHERWISE ON PLANSJ © copyright ; MULHERN & KULP :•; tV REINF. OVER b MIL. d = _ Structural Engineering, Inc, VAPOR BARRIER "'. } d PT. BOT. PLT. OTHERN15E ON PLANS) (Y STUD PLATE TIES A STUD MATCH CMU LEDGE I. .. PER I/SOLO } PT BOT. PLT. TOP 3 BOT. (IF NOTED ON :". ° 4 I PLANS) • d GRADE — — — — I I. = GRADE . d — — _ — I — — — : • _ _ .. a ' • e < ,' J _ _ _ _ e . , • II II(—III-1�1-1 _ _ _ - a :. •. I ISI ill ISI ��II — — —_— _ — — —I o I— — — — — — — —I I 1=III—I I i—I I I—I I I- ' . a..d :.e . a . a I I—I I I_I I L_ • e_ . a d : a� I—I_TI—III—III- MI ° 4 — — —I 1 — — — — — — —1 I I=1 I . 1=1=1 I I- ;I I I—III—III—LII III—III—III o :. I_ 1I1=1II—I_I �- n _ _ _ _ _ _4. - lII—III—III—I I I a _ .. _ lII—III—III—III — . H. — o =III=1 11=III d.A. III=III=1 III o_ ;III -1 11=1 I I : 111= IE I I I =1 I= I I L-1TI=1 I =1 11=1 11=1 11= 1=1 11=1 I 1=1 °. °... d eQ. i I=1111=IIII: � � ��: I—III=III= ' I I I I, ; ,III=1 I I III=1 I I III -1 I I I ,III L—III—III e e Lir- I I— I_I—III—III f I I—III ; III—I I —1 11-I 11-1 11—I I I e, E i II-- III—II = II _ 1=111=1 + 1111 ,� 1 811 Sn l2J #5 HORIZ. I CONT. ON CHAIRS l2J #5 HORIZ. 1011 1OI, Z I 3" MIN. COVER) CONT. ON CHAIRS +, a III— —1 I MONOLITHIC GLEAN " III .I 11= I I i ( GLEAN -111., : MONOLITHIC II COMPACTED FILL ,_ „ FOUNDATION W/ COMPACTED FILL I II (3 MIN. COVER) v ya COM STANDARD 1 l2) #5 HORIZ.. 0 15� STANDARD I -0 FOUNDATION W/ WHERE 2ND STORY in (2) #5 HORIZ. OCCURS FT6. SHALL BE DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. CONT. ON CHAIRS I'-8" WIDE w/ 0) #5 BARS W y a (3" MIN. COVER) "MIN. COVE TT � WHERE 2ND STORY WHERE 2ND STORY y cu y • OCCURS 1=7G. SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIP5, ETC. ARE NOT a 1'4' 11-41' #5 R5 REQUIRED ON WALLS NOT EXF05ED TO UPLIFT FORCES (REFER TO PLANS). PROVIDE REQUIRED ON WALLS NOT EXN05EP TO UPLIFT FORGES (REFER TO PLANS). PROVIDE J c 14 WIDE w/ (2J #5 BARS 14 WIDE w/ !2) BA ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS: ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS � � cam' o Loo. FOOT) NG S GTI ON YV/ BLOCK DETAIL'CURB D1TA� I L 3 INT. BEARING WALL FOOTING DETAIL L �Al ST FOOTING BARING DETAIL CO WAIJ, tars &!t%111 scurr errs M&K project number, 181-17011 811 GNU BLOCK FILLED CELLS :<.:.:.:s:: BEYOND r ' mgr (SEE PLAN �;::•; R4.1 FI -FOIL OR p 9 • SDI EQUAL OVER /4 drawn 4" EXTERIOR DOOR PURR STRIPS 3 II "'7• MJS 6ARAOE - :::::: issuedate: 06-22-17 I� 3 Ya CONC. SLAB W TOP VIE/ l MTL. THRESHOLD C SET IN SEALANT WWF OR FIBERMESH REVISIONS: NON -LOAD BR&. WALL ®GORN�R REINF. OVER 6 MIL. VAPOR BARRIER PORCH SLAB date: Initial: (SEE PLANS) • e , � 09-25-17 MK 6ARA6E WALL 4 CGARACG� INTERIOR_ •'. • -1 I hI 11=1 11=1 I I _ 12-08-17 MK � • • � � III=11 I=1 I I—III—I 1 = 3Ya GONG. 5LA13 ;IIII=III=III=III . I I=III=III —I 3 Yz CONC. SLAB —� 111.=1 I I.-1 11=1 I' ,:...i- } m -- 411 111-111-111 III -11 I—I i_i I I -111—I I d e e :4 a e • as • 6RADE a'd' ' ° . ' y °.... .. • . GLEAN COMPACTED' 11-111—III _ _ 4. ' • _ FILL o 1595 STANDARD -III III II � 11—I = =n=%• DENSITY AND TERMITE .I I 1=1 I I III- I I—III III ;_ ——_TII�—III-111-111 : e' ,. _ III—III—I II—III—III—III _ I I —_ — MONOLITHIC TREATED I I—I I 1=1 I I—ITI—I I I- -I I I_IT_I_I I I—I I I I—III—I I I_I 11-1 I L-1 I I—III • ' < e , _ _ = I _ _ — III—IJ—I I I 'I FOUNDATION PV _ 11=1 11=1 I' aNXa" THICKENED '—I =__= I=1 I �—' • I� n l2) #5 HORIZ. ITI I I. I _ — I I, III—III-111, 11 1 O CONT. ON CHAIRS .� 20"X$" THICKENED _III=III=III=III—IT_I=III=III; SLAB P V (1) #5 CONT. "-1 I I=1 I I , EDGE W/ (2) #5 CONT. (11=III. 11= 111111 111111; MIN. (3 MIN: COVER) (I) #5 GoNT. W/ 6" IEE II 1-11 I—I WHERE 2ND STORY CD II 3 MIN. COVER OCCURS FT6. SHALL BE to 1'-4" WIDE W (2) #5 BARS rrrrrrrr LU Nwwww�w� FOOT1 NG NONBEA 11 NG �7ET L THICKENED EDGE @ GA�RA 61! DOOR 17ETAIL TH I GKENID EDG1 DETA�IL ENTRY DOOR 1DETAIL(j)�F7�9ET 6 WAla: scwzr scale= Nrs act PER •6 SPECS SLOPE 1 6" CMU BLOCK PROVIDE 30" MIN. LAP SPLICE 6" CMU BLOCK 3/4" REGE55 :" 3 Ya" GONG SLAB w/ ®SLIDING • • (U #5 VERT. IN "` GLASS DR. q d . d4 6ROUTED CELL, FULL WWF OR FIBERMESH EQUAL -OVER %4" ,. :. 8" GMU BLOCK REINF. OVER 6 MIL. e HT. (5EE PLANS FOR FURR STRIPS • VAPOR BARRIER (1) #5 FROM FT6. TO LOCATIONS) BOND BEAM. SPLICE ►—I TO BE MIN. 3011 3 Ya" GONG. SLAB w/ I—+ SILL FORMED ON 51TE (1) #5 FROM FT6. TO R4.1 FI -FOIL OR :' < e .. 'a WWF OR FIBERME5H GROUT CELL. 50LID BOND BEAM. SPLICE _,. EQUAL OVER 3/4" e EXP JOINT I d _ _ = PORCH SLAB _ REINF. OVER 6 MIL. TO BE MIN. 25 PURR STRIPS 11 I — N r? VAPOR BARRIER I-•-� GROUT CELL SOLID II III" (SEE PLAN i7T 3 Yz GONG. 5LAB W/ I I= W s WWF OR FIBERMESH d REINF. OVER 6 MIL. d? BREAK FACE -� z e . 9 ' n ;;... VAPOR BARRIER iN SHELL TO ALLOW d L-IIL=111=111-111 SLOPE — _ J _ FOR SLAB _ — a < 84• .—III—III—I I f=11.1 SILL FORMED ON 51TE 3Yz° GONG. SLAB _ I— _ — _ _ I LL" (2500 P.5.1) W/ 6X6 • .. :: :.. �r II1-1 111 1111111 111111 111111; .I ^ .; II 10/10 W.W.M. AND b MIL. = e, .. • — EXP JOINT �- , .: —��1•, —III=11 •, d.•° VAPOR BARRIER • . ..: =111=111=1 I 1=1 I I : • -111=IIII 4 11 IIII-1 O m LL1 6RADEI_ _ _ _ ° ALI 1111 IM I 1 1 116RADEGROUT Soup _I I I_I •1111 11-1 I Id -- III— BELOW SLAB DOWN _ II=_III III—III 1=III=11 1=III=III =, MONOLITHIC W 1 FOUNDATION W/ -111—I T_ TO FOOTING GLEAN I 11 1 III '. e . • e ° % . Q 1=III =— ' a R= III e e e I I I I—III—III ' 4 •e •. 4 • •.: � .4 : � �- � e .. ^; ' COMPACTED FILL l2) #5 HORIZ. — -11 MLI—I : 1 11- =1 I (1) #5 DOWEL W/ 6" d :.. 12"x16" CONT. CONT. 0 15% STANDARD 11-011 CONT. ON CHAIRS n O EXP JOINT e 4 °. .: Ill— 1 .:.�� III = A/C CHASE PVG HOOK (5EE PLANS °:. : < FT6. W/ (2) #5 HORIZ. DENSITY (3" MIN. COVER) LJ.., e d R MFG. 5 5 = _= I I—I I1- SLEEVE TO BE MIN. Q � -I 11;, IIII=1 I 1=III= I I 1 TWICE THE FOR LOCATION a .. .. ,. CONT. ON CHAIRS (3° • . MIN. COVER) WHERE 2ND STORY `"� 11=1 I I- DIAMETER OF OCCURS FT6. SHALL BE ✓ PROTECTED PIPE I'-4" WIDE hr/ (2) #5 BARS 0 P uOM-12I nfe M 1TAW I NA A StSfl ROURfl SILLS DETAIL Z -.N CHASE DETAIL DROPPED GRAVE DETAIL r,�\ EXTERIOR INALL @ PORCH SLA 5 DETA I L '�-' O N 2x8x12" P.T. Ck OF OPENING Q) CENTER BUGK-11 I N II ALL LAP5 IN MA50NRY 25" O s 2/au x0.113II R.5. NAIL5 a 6a O.C. is n # r!v (I) 51N sea BOND 15EAM NOTE5: ,•� -+--BOND-BEAM—t- ---- ----------- I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb x4 TAPGON5 6 FROM ENDS (1) #5 BAR IN PRECAST LINTEL " 'm` 1°' d d e" Y ♦ ky AND 16" O.G. MAX. TAP6ON5 TO BE I.Y2" MIN. FROM E06E OF BUCK. e, FSM I RECESSED 2. B (2) #5 UGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. s VERTICAL IN GROUT FILLED PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CELL. IN WALLS 6 THAN 30" " HEADER }CASE. WIDE, ONLY (1) #5 15 REQUIRED © copyright: MULHERN & KULP 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X Istructural Engineering, Inc, BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131° NAIL5 5TA66ERED ® 12" O.G. ® (I) #5 VERTICAL IN GROUT FILLED CELL EA. 5000E551VE BUCK. (IF REO'D PER PLAN) 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO 0- ( J IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) BE GROUT FILLED ) ARE MET. — _ 01 zT0.- m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS ®SLAB FIN. FL. TO as ROW5 OF 2 Y2'xO.131" NAIL5 0 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN MANUFACTURER'S 5PEG5. LAP 5PLIGE m BUCK 5PEGIFIED + BY WINDOW/DOOR NOTE: ALL HOOKS AND 5PLICE5 TO BE GON5TRUGTED AND SIZED PER NOTES o MANUFACTURER Z 3 Lo ` y E GARAGE VOOR W u VOOR BUCK DETAIL QPERT. RE I NFORG I NG SETA I L _ SGAUZ Nr5 its SGALCS NTS J a , a D LO N N Lu -, N 0. NOTES: 1. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION SIMPSON E7 EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE 3/a" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 5EE DETAIL 56 ON3. BLO11FOLLOR BRL" r. INSTALLATION HERE M&K project number. 5TRUGTURAL PLANS FOR IN5TRUGTION5. 1 8 1 -1 70 1 1 ADDITIONAL CONNECTION FUTURE 8" INFO NOT SHOWN HERE CMU BLOCK #5 VERT. BAR TO BE project mq r. S D I LOCATED PER DRILL 6" INTO EXIST'G N GROUTEDCELLt'LAN drawn by: ]`/IJS FA5TEN EA. ROOF TRU55 TO GMU w/ SIMPSON HT5MI6 TWIST STRAP. SLAB, EPDXY s DRIVE I � � � issue date: 06-22-17 #5 DOWEL, PROVIDE FASTEN STRAP TO GMU w/ (4) Y4" MIN. 30" LAP SPLICE DIA. x 2Y4' LONG TITEN SCREWS ( REVISIONS: I I z PROVIDE M015TURE BARRIER — I I date: initial: PLATE (SIMPSON 755 OR SIM) a L i i I EACH TRUSS. 09-25-17 MK 4.. .. I i I—III—I i I. III—I ° � a. _ /gyp ppn\/I t'1C 7v �1 AT RI nrlilAlr SIT rt?AI"�F �_ I r z I I—IIS-11 I-111-111• 12 -VV -17 MK * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN 2x8x12" P.T. Ck OF OPENING s 1� " OVERFRAMINCG ROOF SHEATHING (4)2/a X0.113 R.S. 70E NAIL5 CENTER BUGK-11 PLACE OF J -BOLT IF MISSED DURING ALL LAP5 IN MA50NRY 25" ILLI. s 2/au x0.113II R.5. NAIL5 a 6a O.C. )/2 J -BOLT'S VALLEY 5ET (EDGE NAIL) OVERFRAMING TRUSS M, SONRY PIER nETA I L • RUNNING BAR L SGALM: NT8 , S SGALEi 8/4 =I -0 WALL: NIS 51M. UPJ 5TR4 POR DR0110111CD 6RAMCM " " 11 23/a XO.I13 R.S. NAILS ®6 D.G. FA5TEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRU55 W PROVIDE (5)Y2' DIA. J -BOLT'S W/ 5Y2' MiliiiilJ END TO TRU55 BELOW •• FASTEN 5HEATHINO TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2a/eIIXO.I13" (3)3Ya"x0.131r1. ENAI 5 EA H EN FASTEN ROOF 5HT6. TO SIDE OF DOOR. PROVIDE (1) Y2" x We," ID WITH (1) 51MP50N MT512 THICK WA5HER W/ EACH ANCHOR (IST BOLT — — TO BE 811 MAX ABV. CURB REST EQUALLY - CLIP cl ._--- MAIN ROOF TRU555 Z#; CORNER BAR GROUTED GELL — TYP I GAL OVERFRAM I NG TYP. CORNER VERT. AALL 17ETAIL REINFORGING OETAIL GkO�OTION G sctilra NT8 is n # r!v (I) 51N sea BOND 15EAM NOTE5: ,•� -+--BOND-BEAM—t- ---- ----------- I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb x4 TAPGON5 6 FROM ENDS (1) #5 BAR IN PRECAST LINTEL " 'm` 1°' d d e" Y ♦ ky AND 16" O.G. MAX. TAP6ON5 TO BE I.Y2" MIN. FROM E06E OF BUCK. e, FSM I RECESSED 2. B (2) #5 UGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. s VERTICAL IN GROUT FILLED PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CELL. IN WALLS 6 THAN 30" " HEADER }CASE. WIDE, ONLY (1) #5 15 REQUIRED © copyright: MULHERN & KULP 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X Istructural Engineering, Inc, BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131° NAIL5 5TA66ERED ® 12" O.G. ® (I) #5 VERTICAL IN GROUT FILLED CELL EA. 5000E551VE BUCK. (IF REO'D PER PLAN) 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO 0- ( J IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) BE GROUT FILLED ) ARE MET. — _ 01 zT0.- m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS ®SLAB FIN. FL. TO as ROW5 OF 2 Y2'xO.131" NAIL5 0 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN MANUFACTURER'S 5PEG5. LAP 5PLIGE m BUCK 5PEGIFIED + BY WINDOW/DOOR NOTE: ALL HOOKS AND 5PLICE5 TO BE GON5TRUGTED AND SIZED PER NOTES o MANUFACTURER Z 3 Lo ` y E GARAGE VOOR W u VOOR BUCK DETAIL QPERT. RE I NFORG I NG SETA I L _ SGAUZ Nr5 its SGALCS NTS J a , a D LO N N Lu -, N 0. NOTES: 1. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION SIMPSON E7 EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE 3/a" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 5EE DETAIL 56 ON3. BLO11FOLLOR BRL" r. INSTALLATION HERE M&K project number. 5TRUGTURAL PLANS FOR IN5TRUGTION5. 1 8 1 -1 70 1 1 ADDITIONAL CONNECTION FUTURE 8" INFO NOT SHOWN HERE CMU BLOCK #5 VERT. BAR TO BE project mq r. S D I LOCATED PER DRILL 6" INTO EXIST'G N GROUTEDCELLt'LAN drawn by: ]`/IJS FA5TEN EA. ROOF TRU55 TO GMU w/ SIMPSON HT5MI6 TWIST STRAP. SLAB, EPDXY s DRIVE I � � � issue date: 06-22-17 #5 DOWEL, PROVIDE FASTEN STRAP TO GMU w/ (4) Y4" MIN. 30" LAP SPLICE DIA. x 2Y4' LONG TITEN SCREWS ( REVISIONS: I I z PROVIDE M015TURE BARRIER — I I date: initial: PLATE (SIMPSON 755 OR SIM) a L i i I EACH TRUSS. 09-25-17 MK 4.. .. I i I—III—I i I. III—I ° � a. _ /gyp ppn\/I t'1C 7v �1 AT RI nrlilAlr SIT rt?AI"�F �_ I r z I I—IIS-11 I-111-111• 12 -VV -17 MK * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN 2x8x12" P.T. Ck OF OPENING /4 v rte. n✓ /L r_vnv r ry vvr a✓. '-1 I I—I 11=1 I I a. - .a .• . 1=1 � 1=I I I' FA5TEN BLOCKING TO ROOF TRUSSES I I=�=� I I •' . a . 111=� I �- w/ (2) 3Ya"x0.131" NAILS ®EA.,END. = I I I I= CENTER BUGK-11 PLACE OF J -BOLT IF MISSED DURING = I—� I_=1 I 1111=� 11-1 ILLI. GON5TRUCTION )/2 J -BOLT'S (5EE BELOW) 2X4 P.T. TOP BUCK M, SONRY PIER nETA I L • `) L SGALM: NT8 , S SGALEi 8/4 =I -0 WALL: NIS 51M. UPJ 5TR4 POR DR0110111CD 6RAMCM 2X8 P.T. BUCK EACH SIDE OF OPENING W PROVIDE (5)Y2' DIA. J -BOLT'S W/ 5Y2' MiliiiilJ EMBEDMENT AT EACH DOOR BRACKET, NEACH FASTEN 5HEATHINO TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2a/eIIXO.I13" (3)3Ya"x0.131r1. ENAI 5 EA H EN FASTEN ROOF 5HT6. TO SIDE OF DOOR. PROVIDE (1) Y2" x We," ID THICK WA5HER W/ EACH ANCHOR (IST BOLT TO BE 811 MAX ABV. CURB REST EQUALLY - 5PAGED APPROXIMATELY 24" 0.6) is n # r!v (I) 51N sea BOND 15EAM NOTE5: ,•� -+--BOND-BEAM—t- ---- ----------- I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb x4 TAPGON5 6 FROM ENDS (1) #5 BAR IN PRECAST LINTEL " 'm` 1°' d d e" Y ♦ ky AND 16" O.G. MAX. TAP6ON5 TO BE I.Y2" MIN. FROM E06E OF BUCK. e, FSM I RECESSED 2. B (2) #5 UGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. s VERTICAL IN GROUT FILLED PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS CELL. IN WALLS 6 THAN 30" " HEADER }CASE. WIDE, ONLY (1) #5 15 REQUIRED © copyright: MULHERN & KULP 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X Istructural Engineering, Inc, BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131° NAIL5 5TA66ERED ® 12" O.G. ® (I) #5 VERTICAL IN GROUT FILLED CELL EA. 5000E551VE BUCK. (IF REO'D PER PLAN) 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING ENTIRE COLUMN TO 0- ( J IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) BE GROUT FILLED ) ARE MET. — _ 01 zT0.- m 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) PROVIDE # OF DOWELS ®SLAB FIN. FL. TO as ROW5 OF 2 Y2'xO.131" NAIL5 0 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MATCH VERT. BARS w/ 30" MIN MANUFACTURER'S 5PEG5. LAP 5PLIGE m BUCK 5PEGIFIED + BY WINDOW/DOOR NOTE: ALL HOOKS AND 5PLICE5 TO BE GON5TRUGTED AND SIZED PER NOTES o MANUFACTURER Z 3 Lo ` y E GARAGE VOOR W u VOOR BUCK DETAIL QPERT. RE I NFORG I NG SETA I L _ SGAUZ Nr5 its SGALCS NTS J a , a D LO N N Lu -, N 0. NOTES: 1. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION SIMPSON E7 EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE 3/a" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 5EE DETAIL 56 ON3. BLO11FOLLOR BRL" r. INSTALLATION HERE M&K project number. 5TRUGTURAL PLANS FOR IN5TRUGTION5. 1 8 1 -1 70 1 1 ADDITIONAL CONNECTION FUTURE 8" INFO NOT SHOWN HERE CMU BLOCK #5 VERT. BAR TO BE project mq r. S D I LOCATED PER DRILL 6" INTO EXIST'G N GROUTEDCELLt'LAN drawn by: ]`/IJS FA5TEN EA. ROOF TRU55 TO GMU w/ SIMPSON HT5MI6 TWIST STRAP. SLAB, EPDXY s DRIVE I � � � issue date: 06-22-17 #5 DOWEL, PROVIDE FASTEN STRAP TO GMU w/ (4) Y4" MIN. 30" LAP SPLICE DIA. x 2Y4' LONG TITEN SCREWS ( REVISIONS: I I z PROVIDE M015TURE BARRIER — I I date: initial: PLATE (SIMPSON 755 OR SIM) a L i i I EACH TRUSS. 09-25-17 MK 4.. .. I i I—III—I i I. III—I ° � a. _ /gyp ppn\/I t'1C 7v �1 AT RI nrlilAlr SIT rt?AI"�F �_ I r z I I—IIS-11 I-111-111• 12 -VV -17 MK * PROVIDE Y2" DIA. x 6 Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN /4 v rte. n✓ /L r_vnv r ry vvr a✓. '-1 I I—I 11=1 I I a. - .a .• . 1=1 � 1=I I I' FA5TEN BLOCKING TO ROOF TRUSSES I I=�=� I I •' . a . 111=� I �- w/ (2) 3Ya"x0.131" NAILS ®EA.,END. = I I I I= PLACE OF J -BOLT IF MISSED DURING = I—� I_=1 I 1111=� 11-1 ILLI. GON5TRUCTION POUSLE WINDOW GARAGE i700R SUCK DETAIL M, SONRY PIER nETA I L RETROFIT OETA I L M (SSEO POWEL RETROFIT DETA I L SGALC= NT9 L SGALM: NT8 , S SGALEi 8/4 =I -0 WALL: NIS 51M. UPJ 5TR4 POR DR0110111CD 6RAMCM W MiliiiilJ 2x4 GAT5 ® I6"o.c. FA5TENED TO GABLEEND TRU55 w/ (2)3"x0.131" TOENAILS FASTEN 5HEATHINO TO 2x4 2x4 BLOCKING w/ BLOCKING w/ 2a/eIIXO.I13" (3)3Ya"x0.131r1. ENAI 5 EA H EN FASTEN ROOF 5HT6. TO 0 FA5TEN ROOF 5HEATHIN6 3 n n R.S. NAILS ® 4 O.G. TD L G D 2Va'X0.113" R.S. NAIL5 m 6" D.G. 3 II II x x x 12 MAX 2'-0" MIN ROOF 5HT6 i I (4) 3 Y41x0.131" HIP G.T. w/ 2/a X0.113 R.5. NAIL5 ® 6" O.G. TO FASCIA WITH 2/a X0.113 R.5. NAIL5 0 6" O.G. SHALL BE I NAIL5 GABLE END VERTICAL WEB CONT. 24" MIN REINFORGINC A5 REQURIED ONTO ROOF -► —. BY TRU55 MANUF. V� HIP 6.T. ,n 5<C::::EE UPLIFT CONNECTOR 5IW50N H6AMIOKTA 000 5EE UPLIFT CONNECTOR UPLIFT CONNECTOR 2x FASCIA 5GHEDULE ON PLANS FOR CLIP ®36"O.G. SCHEDULE ON PLANS FOR -5EE PLAN EXTERIOR 5HEATHIN6 E06E CONNECTOR 5PEGIFIGATION5 - CONNECTOR 5PEGIFIGA710N5 a HIP JACK TRUSSES 5EE ARCH ROOF TRU55 NAILING - 2YD'x0.131" NAIL5 ROOF TRUSSES PERPENDICULAR ROOF TRUSSES PROVIDE M015TURE BARRIER ®6 O.G. -5EE PLAN 2x6 GEILIN6 BLOGKIN6 ® 481O.G. -SEE PLAN "+ 8" GMU BOND BEAM PLATE (51MP50N T55 OR 51M.) ° FASTEN 6YP5UM GEILIN6 TO TO WALL i W/ (1) #5 GONT. ® EACH TRU55. PROVIDE M 15TURE BLOGKIN6 w/ 2 Y2"x0.131" NAIL5/ 811 GMU BOND BEAM ►,.—I O BARRIER PLATE BELOW 2x4 BRACE w PROVIDE 2x4 BLOCKING /2x4 T -BRAGS, ° DRYWALL 5GREW5 ® 41IO.G. AND W/ (1) #5 DONT. ~ W REINF. GMU WALL 5PAGED o 41-011 O.G. MAX. FASTEN BLOGKIN6 INTO TOP - VERT WALL REINF. TO WOOD MEMBERS ON GMU r r 11 � 48" O.G. IN FIRST C3) • rl 11 5EE PLAN FOR VERT. 51MP50N T55 OR 51M. FA5TEN 2x4 TO T w/ 3 Y4 x0.131 SAYS OF ROOF 5IMP50N H6AMIOKTA PLATE OF WALL w/ (1) Y4 x3 Y2 "1 FASTEN BOTTOM GHORD OF HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM ( ) NAIL5 12 O.G. " 11 LONG. TAPGON SCREW � 6"O.G. 8 REINF. GMU WALL LL TRU55E5-GUT TO FIT 11 CLIP ® 48 O.G. -5EE PLAN FOR VERT. G.T. TO TOP OF WALL w/ W 8" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 8 GMU BOND BEAM w/ t HORZ. REINF. 5PEG5 8' GMU BOND BEAM w/ 51MP50N H6AMIOKTA CLIP (1) #5 BAR GONT. VERT WALL REINF. TO BOTTOM OHORD5 (1) #5 BARS CONT. VERT WALL REINF. TO (1) #5 BARS GOVT. ® 48"O.C. 0 EXTEND INTO 60NO BEAM EXTEND INTO BOND BEAM a FASTEN DRYWALL TO 811 REINF. GMU WALL VERT WALL REINF. TO „ VERT WALL REINF. TO z 8 REINF. GMU WALL EXTEND INTO BOND BEAM 8 REINF. GMU WALL EXTEND INTO BOND BEAM Ld -5EE PLAN FOR VERT. BLOCKING w/ SCREWS -5EE PLAN FOR VERT. EXTEND PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 /NAIL5 ®6"O.G. 4 HORZ. REINF. 5PEG5 4 HORZ. REINF. 5PEG5 SECTION AVENT-5 ION @AVCZ76-TION //�fAySECTION A �SrEsl�l ION '.�\�y Q..I 0 �� SGAL�i/4NaIS-0" �� /�"�IS-0" /�N=IS-0� V'T r�V .7/4NaIS-0" 1 r�VM LL V. 0 sheet SD2*0