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2625 Green Swallow Way 18-1604 (a)('011y REVIEWED FOR CODE COMPLIANCE .500PLANS EXAMINER G-� 2 DATE. A PCI?ti17 ISSUE D SHALL BE CONSTFtu,mD TO I �, LICENSE TO PROCEED WITH THE WORK AND nILIT Ac AUTHORITY TO VIOLATE, CANCEL, ALTER OR SF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION (')f= ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Re,vudts to he Verified #1 8- 1 6®4" y C i Bggr Fri act 7 4 w MULHERN+KULP residential structural engineering -0 S 4 E DATE' 20 South Maple Street, Suite 150 • Ambler, PA 18002 R .17 FOR p 215.646.8001 • mulhemkulp.com ��.®�S' ®. VIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS GENERAL INDEX. UNHEATED S.F. FIRST FLOOR FL A0.1.1 SLAB PLAN'S' 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS PORCH PATIO/ COV. PATIO AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ELEVATION'S' 1567 ANY DISCREPANCIES SHALL BE REPORTED TO TO 1567 407 THE BUILDER FOR JUSTIFICATION AND/OR FL Al. 1 FIRST FLOOR PLAN'S' 451 CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN FL A4.1 SECTIONS ACCORDANCE WITH ALL APPLICABLE NATIONAL, FL A5.1 ELEVATIONS'S' STATE, AND LOCAL CODES, REGULATIONS, AND FL A5.1.1 ELEVATIONS'S' FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR FL A5.1.2 ROOF PLAN'S' CALCULATED AND NEVER SCALED. 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 FL E1.1 FIRST FLOOR UTILITY'S' 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. ('011y REVIEWED FOR CODE COMPLIANCE .500PLANS EXAMINER G-� 2 DATE. A PCI?ti17 ISSUE D SHALL BE CONSTFtu,mD TO I �, LICENSE TO PROCEED WITH THE WORK AND nILIT Ac AUTHORITY TO VIOLATE, CANCEL, ALTER OR SF ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION (')f= ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Re,vudts to he Verified #1 8- 1 6®4" y C i Bggr Fri act 7 4 w MULHERN+KULP residential structural engineering -0 S 4 E DATE' 20 South Maple Street, Suite 150 • Ambler, PA 18002 R .17 FOR p 215.646.8001 • mulhemkulp.com ��.®�S' ®. VIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/ COV. PATIO TOTAL ELEVATION'S' 1567 1567 407 44 80 451 LOT 240 REVISIONS: I II o 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. © 2015 Ashton Woods Homes Jc LAST REVISION SHEET NO: FL T=1 ,p( GENERAL FOUNDATION NOTES. *®® �: � (n MULHERN+KULPm m --- , - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. residential structural engineering y m, S E 0' " t� - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. 20 South Maple Street, Suite 150 • Ambler, PA 19002 �� �t�'• < C7 p215.646=1 • mulhemkulpxom ��� °°•••• R 1 p o°,���®® 0 - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING.+K,ghM auaueary.dne r� CURB na �cd � dna uia■Ym rowee b aha dxpNex - VERIFY 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 ISSUE DATE: REPORT FOR ANY SPECIFIC REQUIREMENTS. 1 O.OZ.17 FOR DRAWINGS _ RNFORMAT PLANHOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND PATIO SLAB ON NOT SHOWN ONTHIS REVIEW - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. CL W O a REINFORCE PER LOCAL - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. 00 cJ/) oo CODE AND ENGINEER'S SPECIFICATIONS bo REVISIONS: - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 44'-8" T 1'-6" 10'-0" 33'-2" 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. VA - 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. - 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. MAIN SLAB N T These drawings are the NOTE: EXTERIOR WALLS ARE DIMENSIONED TO �! T property Of Starlight p p y g OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. Homes and are not to be TT N ! NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING UtIIIZed for construction, or Copied in part or In Whole Wlth011t permission R TO 1 R 1 RAL N OF CONCRETE. from the builder. @ 2016 dREFE1 N Starlight Homes INGSF R ALL DRAWN ...... FOUNDATION............ DIMEN I NN LAST REVISION co N LO ' LAST SAVED BY: FOUNDATION KEYNOTE LEGEND .� F1 LINE OF SLAB ABOVE v Lo co3'-111 3'-8 /4" 8'-011 _.... .. co d F2 LINE OF FRAMED WALL ABOVE JF— 2'-1 1/2" — — 1- _J11AL,N fV>M r- � 33 l-211 . '- U CV � `y J 11'-0" 8" 19'-811 24'-411 GARAGE SLAB N Q REINFORCE PER LOCAL T CODE AND ENGINEER'S N SPECIFICATIONS - FZ"'n ............. .. ... ... ..... .. co W a 1.011 J a 0 1 J SLABr `j W—PORCH Z- ----- "I - -- ---- _'_-"1'1_'1- LO Cn is Cn q REINFORCE PER LOCALLO CODE AND ENGINEER'S SPECIFICATIONS TM F1 � Z 1'-10 " 16'-4'1 1'-10" 7'-4" 17'-4" a 201-011 44'-8" a SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT SHEET NO: FL A0.1 A WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 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 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 9 TEMPERED SAFETY GLASS 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 ...111111rar,.. ®�•w� CE 00, o O c 4 MULHERN+KULP- m residential structural engineering T OF •� 20 South Maple Street, Suite 150 • Ambler, PA 19002 �� • • < R ` > �a� p215.6462001 • mulhemkulp.com ®®se®® O N A L Mi1im + IGp hu iavlarod tHs pin for an�dre ony sd he not ie+kMea rry ager hbrm�ai iepikd ro dher d�dp�t, SEE OPT. COVERED PATIO ON SHEET 1 / FL A1.1.1 PATIO 0 1 6 ao 101-01, 44'-8" 24-3 1/2" 13'-31 /2" 71-111 3'-4" 6'-0" 4'-6" 3'-0" 8" 3'-0" 3'-9 1/2" '.'-81/2,. 3'-0" 4'-0" 3'-0" 1'-7" 6068 SGD 3050 SH 3050 SH 3050 SH 3050 SH 16070 SECTIONAL 2'-0" 16-0" 2'-0" 20'-0" 7'-4" 44'-8" FIRST FLOOR PLAN ELEV'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 3050 SH 7'-2" 3'-0" 2'-1" 12'-3" 5'-1" 17'-4" 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. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M UJI J J = v� Z J J a o 0 r u Ln � T W Z Q J a 0 SHEET NO: FFLAl A CD 12 to + W 12 5 5 2 0 Z ROOF TRUSSES PER STRUCTURAL ENGINEER 0 0 ISSUE DATE: it 1 ST FLOOR T.O.B. o 00 1 ST FL. WIDW. HT. 00 10.02.17 FOR REVIEW + KITCHP� BA 2 BED 2 REVISIONS: -y (-h 1 ST FLOOR FIN. FLR. ............ ... . ... .. . ........ .. ... .. ...... ............. ................... ................... .......... .................. ...... ......... ............... . .......... I I I - j I ........ I I I .......... ............ ................... . ..... ............. ...... ...... ... .. .. . ................. .... I 1 11-11111111-11111 .............. �17 ... .......... ......... ............ BUILDING SECTION 1 'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8'�-- 1'-0" AT 11 X 17" LAYOUT 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: W - a U) Z 0 W U) U) Z 4 mi E MULHERN+KULP No 4 :411 residential structural engineeringA F 20 South Maple Street, Suite 150 e Ambler, PA 19002 p215.646.8001 a mulhemkulpxom 4 0 ........ *' \N . SHEET NO: + a�/ �. N A\- *ff wwffdm dw &*"a F L A4.1 nd M*W r"W to ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 6'-8" U.N.O.ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O.ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 12 5 � 04 � 5 V LO IF 12 12 r 5 5 W LO 6" 0 E16 FASCIA IF °C 1 ST FLOOR T.O.B. — — _ — — — — — — — — — CO 1 ST FL. WDW. HT. — — —,�, :— — — co 811 El E19 811 coimd E22 , 16"X60" FF-711EEl El El� O ". E17 FE:FIEI�0�� `_ Y E19 1 ST FLOOR FIN. FLR. — — 1 " = 1' -FRONT ELEVATION 'S' 1/40" FAT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12 12 5V �5 N r LO 611 X E16 FASCIA w 0 1 ST FLOOR T.O.B.qu CO _o 00 1 ST FL. WDW. HT. —„ 1 ST FLOOR FIN. FLR. =T Tom - REAR ELEVATION'S' 2 1/4" = V-0" AT 22"X$V LAYOUT 1/$"='1'-0" AT 11" X l'r LAYOUT 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. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 12 5 � 04 � 5 V LO IF 12 12 r 5 5 W LO 6" 0 E16 FASCIA IF °C 1 ST FLOOR T.O.B. — — _ — — — — — — — — — CO 1 ST FL. WDW. HT. — — —,�, :— — — co 811 El E19 811 coimd E22 , 16"X60" FF-711EEl El El� O ". E17 FE:FIEI�0�� `_ Y E19 1 ST FLOOR FIN. FLR. — — 1 " = 1' -FRONT ELEVATION 'S' 1/40" FAT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12 12 5V �5 N r LO 611 X E16 FASCIA w 0 1 ST FLOOR T.O.B.qu CO _o 00 1 ST FL. WDW. HT. —„ 1 ST FLOOR FIN. FLR. =T Tom - REAR ELEVATION'S' 2 1/4" = V-0" AT 22"X$V LAYOUT 1/$"='1'-0" AT 11" X l'r LAYOUT 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. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M s Uj J J MULHERN+KULP: • m 7 24 N residential structural engineering --0-- J 20 South Maple Street, Suite 150 • Ambler, PA 19002 C) �,'•,• F ; ��✓r p 215.M8.8001 • mulhemkulp com °i®�° • O R J W T Ki m+41 edhe �ara.y r 12 12 5 � 04 � 5 V LO IF 12 12 r 5 5 W LO 6" 0 E16 FASCIA IF °C 1 ST FLOOR T.O.B. — — _ — — — — — — — — — CO 1 ST FL. WDW. HT. — — —,�, :— — — co 811 El E19 811 coimd E22 , 16"X60" FF-711EEl El El� O ". E17 FE:FIEI�0�� `_ Y E19 1 ST FLOOR FIN. FLR. — — 1 " = 1' -FRONT ELEVATION 'S' 1/40" FAT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12 12 5V �5 N r LO 611 X E16 FASCIA w 0 1 ST FLOOR T.O.B.qu CO _o 00 1 ST FL. WDW. HT. —„ 1 ST FLOOR FIN. FLR. =T Tom - REAR ELEVATION'S' 2 1/4" = V-0" AT 22"X$V LAYOUT 1/$"='1'-0" AT 11" X l'r LAYOUT 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. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M Uj J J a z N Z N J o r J W T Z Q J 13M SHEET NO: FL A5.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 6'-8" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. G. Y MULHERN+KULP�"` e residential structural engineering -0144 m 20 South Maple Street, Suite 150 • Ambler, PA 19002 ®°®ISE ��p215.848.8001 • mulhemkulpxom '®�•`\� % ®� "M +kA q I It Who - IgtlaiblAdlfl) 0111Ef1�. 12 5 12 N 5 L rr //12 5 W 611 a E16 FASCIA rh 1ST FLOOR T.O.B. — — — — —IO 1 ST FL. WDW. HT. y co , r , 1ST FLOOR FIN, FLR. RIGHT ELEVATION'S1 1 11/4" = 1'-0" AT 22"X34" LAYOUT 1/87– V-0" AT 11 " X 17" LAYOUT 12 12 ::::�5 5I / V N r LO 12 �5 611 E16 FASCIA 1 ST FLOOR T.O.B. — — — 1 ST FL. WDW. HT. E22, , - , ' 1 ST FLOOR FIN. FLR. LEFT ELEVATION 'S' 2 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT CZ +W �W .j2 z V) 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: >M ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. G. Y MULHERN+KULP�"` e residential structural engineering -0144 m 20 South Maple Street, Suite 150 • Ambler, PA 19002 ®°®ISE ��p215.848.8001 • mulhemkulpxom '®�•`\� % ®� "M +kA q I It Who - IgtlaiblAdlfl) 0111Ef1�. 12 5 12 N 5 L rr //12 5 W 611 a E16 FASCIA rh 1ST FLOOR T.O.B. — — — — —IO 1 ST FL. WDW. HT. y co , r , 1ST FLOOR FIN, FLR. RIGHT ELEVATION'S1 1 11/4" = 1'-0" AT 22"X34" LAYOUT 1/87– V-0" AT 11 " X 17" LAYOUT 12 12 ::::�5 5I / V N r LO 12 �5 611 E16 FASCIA 1 ST FLOOR T.O.B. — — — 1 ST FL. WDW. HT. E22, , - , ' 1 ST FLOOR FIN. FLR. LEFT ELEVATION 'S' 2 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT CZ +W �W .j2 z V) 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: >M Uj J J Q 2 Z fll N J o a r w � w L!7 r Z a J a SHEET FIL 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 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 y 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 OWNER. FREE AIR MOVEMENT AS REQUIRED BY THE VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO BUILDING OFFICIAL. BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION STOP SUCH THAT INSULATION DOES NOT HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED 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 52017 (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 INDEPENDENTLY PER DEVELOPER, AT ALL CANTILEVERED 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 FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER: ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1987 SF 476.90 int 953.80 int AREA 2 80 SF 19.20 int 38.40 int G. 40 MULHERN+KULP *•` A residential structural engineering. a S. .• 20 South Maple Street, Suite 150 • Ambler, PA 19002 ••. E �a p 215.646.8001 • mulhomkulp can •� R.1 ®••fir �. VAN nods bred �Werlpfq�q�gop oa ROOF PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 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: >M Uj; J � J a x Z y J � a T LL p L0InTM Z a J a SHEET NO: FL A5.1.2 i PATI P/GFI CL ....... ........ ....... ...I FTV] S� , I , 9-4" CLG. M. E- \ �"-4"" CLG' / . � s I ,MINING FAMILY WP/GFI @ PH / , / 9'-4" CLG. 9'4' CLC. VERIFY.............................A/C COND. LOCATION IN FIELD ............................. AC A/C DISCONNEC i..... ....._.- KITCHEN \ - \ ! TO BY1= S y X .11.11.......... µ_. I 9°-411 CLG, .... / 1111. 22PV ...............................:....::........................... � LIG T 1 I .....0 "�9°-4i9 CLC. OGF TELEPHONE/ bW FI ..TELEVISION FI........I .1111, ............/ rSERVICE BOXY I ( EYLESSSERVICE PANEU FIELECTRIC METERAn GFI SER ICE )c WP/GFI _.�... P NEL / , . � ,\--\9'-4"�CLC E D 2 Y '-4," CLG. PUMP 30A. ELECTRO E R WATER HERE ' 9°-4" CLG, 7'-0" KEYLESS KEYLESS / E ' DEDICATED 1" I C I CIRCUIT.,�.re C . / GARAGE Fi WP/GFI' 'BED 3 -WIC 9"-4" CLG. PORCH C� \ 9'-1" CLG. COACH LIGHTS NOTES: LEGEND: PLAN ELEV'S' J 1 J - LOCAL CODES. PROVIDE GROUNDING ELECTRICAL ROD PER 0 PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITER, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. � _0 w CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CH CHIMES n //0\\ v v CEILING FAN (PROVIDE ADEQUATE SUPPORT) Z wwoFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET K( WALL MOUNTED INCANDESCENT ``��'' LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) =VAPOR PROOF /� // CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) aF, GROUND FAULT CIRCUIT-INTERRUPTE DUPLEX OUTLET 110V SMOKE DETECTOR S° HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP // �,� V LL r i,iA GAS SUPPLY WITH VALVE 0 EXHAUST FAN (VENT TO EXTERIOR) 22ov 220 VOLT OUTLET O THERMOSTAT Q REINFORCED JUNCTION BOXPH a x TELEPHONE ---�' Ha HOSE BIBB J $ WALL SWITCH TEL V SIO E 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE q u ELECTRIC METER $ 9 THREE-WAY SWITCH © ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM i DISCONNECT SWITCH 0 CC �W W �� =a 0 LLx x 3Q a � � W= W LU � m � 20 CRCS� T U.. fA m ¢ c O (� 00 J V Z co 1_ Q m C7 CC � O R a O -. �° U � p J m m p E.= W Cl) �t fA Q W Z h- p C] O W FH _j UI W z p0 0v M W Q O o°c U_ 0 O OC Y STANDARD ELECTRICAL BOX HEIGHTS ALL CABINE O CCcc0 a O W 0 N W m co0 W x Z H x "' 30" HIGH q = 0 BASE CABINET R VANITY C13 R M U_ O r w CABINET m L FM SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS PATI P/GFI CL ....... ........ ....... ...I FTV] S� , I , 9-4" CLG. M. E- \ �"-4"" CLG' / . � s I ,MINING FAMILY WP/GFI @ PH / , / 9'-4" CLG. 9'4' CLC. VERIFY.............................A/C COND. LOCATION IN FIELD ............................. AC A/C DISCONNEC i..... ....._.- KITCHEN \ - \ ! TO BY1= S y X .11.11.......... µ_. I 9°-411 CLG, .... / 1111. 22PV ...............................:....::........................... � LIG T 1 I .....0 "�9°-4i9 CLC. OGF TELEPHONE/ bW FI ..TELEVISION FI........I .1111, ............/ rSERVICE BOXY I ( EYLESSSERVICE PANEU FIELECTRIC METERAn GFI SER ICE )c WP/GFI _.�... P NEL / , . � ,\--\9'-4"�CLC E D 2 Y '-4," CLG. PUMP 30A. ELECTRO E R WATER HERE ' 9°-4" CLG, 7'-0" KEYLESS KEYLESS / E ' DEDICATED 1" I C I CIRCUIT.,�.re C . / GARAGE Fi WP/GFI' 'BED 3 -WIC 9"-4" CLG. PORCH C� \ 9'-1" CLG. COACH LIGHTS NOTES: LEGEND: PLAN ELEV'S' J 1 J - LOCAL CODES. PROVIDE GROUNDING ELECTRICAL ROD PER 0 PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITER, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. � DUPLEX OUTLET {�} T CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CH CHIMES n //0\\ v v CEILING FAN (PROVIDE ADEQUATE SUPPORT) T PUSHBUTTON SWITCH wwoFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET K( WALL MOUNTED INCANDESCENT ``��'' LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) =VAPOR PROOF /� // CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) aF, GROUND FAULT CIRCUIT-INTERRUPTE DUPLEX OUTLET 110V SMOKE DETECTOR S° HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP HALF -SWITCHED DUPLEX OUTLET oo CO2 DETECTOR r i,iA GAS SUPPLY WITH VALVE 0 EXHAUST FAN (VENT TO EXTERIOR) 22ov 220 VOLT OUTLET O THERMOSTAT Q REINFORCED JUNCTION BOXPH EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) TELEPHONE ---�' Ha HOSE BIBB J $ WALL SWITCH TEL V SIO E 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE q u ELECTRIC METER $ 9 THREE-WAY SWITCH © ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM i DISCONNECT SWITCH FIRST FLOOR PLAN ELEV'S' J 1 J Q �n 1/41' = 1'-0" AT 22"X34" LAYOUT 1/8"- V-0" AT 11 " X 17" LAYOUT Z ISSUE DATE: 02.08.18 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 _T LAST SAVED BY: >M Uj J J Q �n Z T J J � � o r i,iA j LL V ♦ u) T � Z a J a 0 SHEET N0: FL 6.1 CONNECTION SPECIFICATIONS (TYP. U.N.O.) 140 MPH DESCRIPTION OF BLDG. ELEMENT 3°0.131" NAILS 300.120" NAILS J015T TO 50LE PLATE (3) TOENAIL5 (3) TOENAIL5* SOLE PLATE TO J015T/13LK'G. (1) NAIL 0 4" O.C. (1) NAIL 0 4" O.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 6" o.c. TOENAILS 0 6" o.c.• BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 Ib" o.c. DOUBLE TOP PLATE LAP SPLICE a NAILS IN LAPPED AREA "NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS t INTER5ECTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE 5HOWN) Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F I6Garage Door +24.1 P5F/-2b.8 P5F +24.1 P5F/-26.8 P5F 10 SOFT. +26.8 P5F/-31.2 P5F +26.8 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-21.9 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.6 P5F/-28.3 P5F +25.8 P5F/-32.5 P5F 100 5QFT. +24.5 P5F/-2b.1 P5F +24.5 P5F/-29.1 P5F 500 50FT. +21.5 P5F/-23.1 PSF +21.5 P5F/-23.1 P5F End Zone is defined as the Smaller of IO% of least horiz. dim. or 40% of mean roof height, but not less than 0/6 of least horiz. dim. or 3 ft. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN, 0513/PLYWOOD 5HEATHIN6 24/16i EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2%00.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 b" 0.6. 0 PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEATHIN6 TO GABLE END t DRAG TRUSSES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDGES, VALLEYS, t HIPS, PROVIDE BLOGKIN6 ALONG PANEL E06E5 8 FASTEN W A2"x0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW w/ U5P MTWI2 AND (2) 300.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ROOF TRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING 1,4/(2) 3x0.131" NAILS 0 Ib" O.G. UPL I FT CONNECTORS BEARING CONDITION ��,� CONNECTOR SIMP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 51MP50N M5TGbb STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) < IS' 51MP5ON H2.5A 51NGLE ROOF TRU55 BEARING ON WOOD 5TUD WALL/WOOD BEAM _ > 15, 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALUNOOD BEAM drawn by: MJS 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL date: initial: ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH_CONNECTOR A5 L15TEP ABOVE, HOLD -GOWN SCHEDULE SYMBOL SPECIFICATION HD-1 SIMP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) HD -2 51MP50N M5TGbb STRAP TIE (24" END LENGTH) (M5TGbbB3 ALTERNATE) D :2 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • - • • - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL 1::::: .:::1 EXTENT OF OVERFRAMING L'- - -'J INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 501-10 BLOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESGRIPTION LABEL DE5GRIPTION '-7272x6 5PF OR 5YP 02 W/ 3.5"x5.5" AFP IbE 5HORT (2)2x6 1/2" PLYWD FLITCH PLATE H4x6 SPAN FADER 2 2x8 5PF OR SYP #2 PV 3.5"x5.5" AFP IbE 5HORT (2)2x8 1/2" PLYWD FLITGH PLATE H4x6 5PAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 WH4x10 / 3.5"AV' AFP IbE SHORT " I/2 PLYWD FLITCH PLATE SPAN HEADER -7272=2 PP SOR SYP #2 W/ 3.5'05" AFP IBE SHORT (2)2x12 1/2" PLYWD FLITCH PLATE MAO5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, ANTHONY , FORE5T PRODUCTS (AFP) I.6E 5HORT5PAN HEADERS MAY BE 505TITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = 1,600,000 psi, Fb = 1500 psi, Fv = 175s1, Fc -perp = 650 psi 3. AFP I.bE 5HORT5PAN HEADERS MAY NOT BE 51,65TITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS SEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING CODE (SECTION I60q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WHI5PERIN6 RID6E 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BRI550N E. GNERRY LAKE LANDING ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN t$ KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K CATE60RY II GENERAL FRAMINO • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF#2 OR 5YP#2 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STQ) BEARING WALL5 SHALL BE 2x4 SPF OR 5YP '5TUD' GRADE LUMBER ® lb" O.G., OR BETTER (T(P. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 lb" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF'5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS t OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS t HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. STA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3x0.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFICATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W 1/16" 05B FASTENED W 2Y2"x0.131" NAIL5 m b" O.G. ® ED6E5 t 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UN5UPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE SOLID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10Ab psi • LVL - Fb=2boo p51; Fv=285 psi; E=2.oxlo^b psi • FOR 2 t 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 300.131" NAILS 0 8" 0/6 OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP t BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb t 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06FTHER WITH 3 ROWS OF Y4"xb" 51MP50N 5D5 5GREW5 (OR b 3/4" TRU55LOK 50REW5) 0 Ib" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDC7E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N P64Z/EP64Z GAP t ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGONS 0 24" O.G. Seal: 1/15/2018 ®ooa® M S G. .� ••E LLF• tic No • ° R �y Is I aaaaae� Q copyright: MULHERN & KULP Structural Engineering, Inc, (1 rn J '4) g as &� c a a. z� 41 a v Wy U J' a c � D :2 �m �ccx MW project number: 181-16008 project mgr: SDI drawn by: MJS Issue date: 10-18-1 6 REVISIONS: date: initial: 6/8/2017 JTS 12/11/2017 MIK V1 U1 0 J LL 0 Lo L1 o �Q Z z x a.O sheet: 50.0 I 44'-8" 14/_C//11 101"011 33'-2" PORGH 5LAB: SDI.O I 3 %2" GONG. 5LAB ON GRADE (2500 PSI MIN) w/ 6x6-WI.4xNI.4 MESH OR FIBER MESH ON q5% w I GOMPAGTED FILL OR VIRC�71N 501L. I LU I I I 9 � I SDI.O I 501.0 I �-- — ---------------------------^......_._.._ 4444—� RECE55 PER MANUFAGTURER'5 INSTRUCTION _- L 35'-4" 1 I 501.0 I GONGRETE 5LAB: 5J12" GONG. SLAB ON GRADE (2500 P51 MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON 615% COMPACTED FILL OR VIRGIN 501L. SEE BLOCK PLAN FOR VERTIGAL BAR LOGATION5 I _ 5DI.0 �4444----------4444-, I 20'-2 I/2" 24'-51/2" I GARAGE 5LAB: 3 %2" GONG. 5LA5 ON GRADE (2500 P51 MIN) W 6x6-WI.4xNI.4 I I ME5H OR FIBER MESH OVER 6 I PORCH 5LAB: I MIL. POLY ON q5% GOMPAGTED 3)12" GONG. 5LAB ON 6RADE FILL OR VIRGIN 501L. I (2500 P51 MIN.) N/ 6x6-WI.4xNI.4 I 0 8 ME5H OR FIBER ME5H ON q5% I o I I 501.0 GOMPAGTED FILL OR VIRGIN 501L. I N 2 SDI.O L-- _ 2 I I I N SDI.0 N LU I w I 12 � tL 6 I 501.0 SDI.O 501.0 I 501.0 I I I 4444 I 2'-0" I6'-0" 2'-0" T-4" I7'-411 300 20'-0" 24'-8" 44'-8" SLA�5 0UNDATIONFLAfN SCALE: I/8"=1'-0" ELEV. 5 4 U 51M. TERMITE PROTECTION - 5ENTRIGON (65 GH05EN BY BUILDER)' I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE NITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS 5HALL NOT BE OF CELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM NALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51146 A NON-GORRO51VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE SLEEVE, 3. GONDEN5ATE LINE, IRRI6ATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DONN51POUT5 5HALL 1?15GHAR6E AT LEAST I FOOT 005mm) ANAP FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSION5, OR 5PLA5H BLOCKS. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN65 KITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN EN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARIN6 GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONINCG MINIMUM COMPRESSIVE STRENGTHS IN 28 DAY5, U.N.O.. F'c = 2,500 psi: ....... FOOTIN65 2,500 psl:....... SLABS ON GRADE (INTERIOR d EXTERIOR) Fy = bo,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 796 AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTING5 AND 5LA55 ON GRADE SHALL BEAR ON VIR61N 501L OR Q5`Yo COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNIT5 5HALL BE A5TM G90 WITH A MINIMUM GOMPRE551 VE 5TREN6TH OF 1900 P51 (FIM = 1500 P51). ALL MORTAR 5HALL BE A51'M G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 •� REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE KITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTIGAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 5HONN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYPICAL 5TRUGTUi;ZAL NOTE5 5GHEDULE5S10 sheet. LEFT HAN D • seal. 1/15/200 G. . E. � •o�a.o so•�.r.� ,�6 0 r �. e • r a r .�; T LL - ® ®®ONAI �00 o © copyright: MULHERN & KULP LLJ Structural Engineering, Inc. Lo 2 0 Z z a. LL W c a C a`i + a) so z� •.- Q WC U) Ld Q 19F W project number: 181-16008 project mgr: SDI drawn by: MJS issue date: 10-18-1 6 REVISIONS: date: initial: 6/8/2017 JTS 12/11/2017 MK REFER TO 5-0.0 FOR TYPICAL 5TRUGTUi;ZAL NOTE5 5GHEDULE5S10 sheet. LEFT HAN D • Z O"' J Z LL - O o dLO LLJ Lo 2 0 Z z a. LL o REFER TO 5-0.0 FOR TYPICAL 5TRUGTUi;ZAL NOTE5 5GHEDULE5S10 sheet. LEFT HAN D • 0 5LOCK FLAN SCALE: I /8"=1 '-0" ELEV. 5 I 0 m I MA50NRY LINTEL A55EM13L I ES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO Qn0 GROUT BOTTOM REINF. PRECAST LINTEL PRECAST LINTEL N/ EhEEDDED REINP. N/ � I I EMBEDDED REINF. MB -1 1f� in � an — TOP REINF. a TOP REINF. N C-ROI)T SHEAR TIES — u N e BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL N/ EMBEDDED REINF. PRECAST LINTEL N/ I I EMS REINF. i 81`I6-213/IT (1) #5 (2) #5 t— MB -3/ MB -3A MB -4/ MB -4A TIES SIE 50EVU . W46 LINTELS LINTELS DESIGNATED WITH AN MB -36(4& SHALL BE GON5TRUGTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD CUTTING THE TOP OF THE PRECAST LINTEL DO►N 2". ALL �' c 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5f 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. Q) N � . O n 0 N � <f- N 0 5LOCK FLAN SCALE: I /8"=1 '-0" ELEV. 5 I 0 m I MA50NRY LINTEL A55EM13L I ES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO GROUT GROUT BOTTOM REINF. PRECAST LINTEL PRECAST LINTEL N/ EhEEDDED REINP. N/ � I I EMBEDDED REINF. MB -1 MB -2 in � an — TOP REINF. a TOP REINF. VERTICAL C-ROI)T SHEAR TIES — u GROUT e BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL N/ EMBEDDED REINF. PRECAST LINTEL N/ I I EMS REINF. � 81`I6-213/IT (1) #5 (2) #5 THIS ASSEMBLY REQ. MB -3/ MB -3A MB -4/ MB -4A TIES SIE 50EVU . W46 LINTELS LINTELS DESIGNATED WITH AN MB -36(4& SHALL BE GON5TRUGTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD CUTTING THE TOP OF THE PRECAST LINTEL DO►N 2". ALL OTHER SPECIFICATIONS SHALL. REMAIN THE SAME. BOND BEAM REINF SHALL RUN CANT T HRU TOP LINTEL COURSE. MASONRY LINTEL PETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT MB -I &F8-OB/OT ----- ----- M13-2 8F8-I5/OT ----- (1) #5 MB --3 8FI6-IB/IT (1) #5 (1) #5 MB -4 81`I6-213/IT (1) #5 (2) #5 #3 VERTICAL TIE5 o 4"o.c. w/ 180 DE6REE HOOK TdB APPROVED LINTEL MANUFAGTURER5 ARE: CA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 Hv/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5f 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE 5LAB-ON-6RADE FLOORS 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 SEALED HITHIN THE 5LAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN511?E THE SLEEVE. 3. GONDEN5ATE LINE, IRRI6ATION/51PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEA05, AND ROOF DOHN5POUT5 5HALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTEN51ON5, OR 5PLA51-1 BLOGK5. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THE5E FOOTIN65 HAVE BEEN EN6INEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE F=OUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPACITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE F=OUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MASONRY F=OUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO51ON-RE515TANCE GOMPATIBILITY of HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 316. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.D.: F'c = 2,500 psi:....... FOOTINC75 2,500 psi:....... 5LA135 ON 6RADE (INTERIOR 4 EXTERIOR) Fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 51% OR MORE THAN -1%, AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINI51-1GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR 15961 COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TD DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3/g" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL ED BE REINFORGED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE HITH FOOTING DOHEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND 13ONP BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (A5 5HOHN ON PLAN5) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal, 1/15/2018 78 A b S TE OF Ile ®Aroelaeee� © copyright: MULHERN & KULP Structural Engineering, Inc. C a`; + ca Z- +, o. rfoo U Wy � E 04 M&K project number. 181-16008 project mgr. S D I drawn by; MJS issue date. 1 0-18- 16 REVISIONS. date. initial, 6/8/2017 JTS 12/11/2017 MK sheet' LEFT HAND 52.0 seal: 1/15/4018 11%111i a o 0 . 0 �! ®dR1®ee1510 © copyright: MULHERN & KULP Structural Engineering, Inc. CID C E a C a`i m Z U ++ T N _J CIA Lr) ..CX M&K project number: 181-16008 project mgr: S D I drawn by: MJS issue date: 10- 1, 8- 16 REVISIONS: date: initial 6/8/2017 JTS 12/11/2017 MK ROOF FRAMING PLAN LO N 0 _I Z � o ROOF FRAMING PLAN LO Z 0_ Z J U. O LL 2 O 0 7. zA 0 � 0., O sheet, LEFT= RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES S3*0 8" CMU BLOCK R4.1 FI -FOIL OR (I) #5 FROM FTG. TOFURR STRIPS EQUAL OVER BOND BEAM. SPLICE TO BE MIN. 30" 3Y2" GONG. 5LA13 w/ 6ROUT CELL SOLID WWF OR FIBERMESH REINF. OVER 6 MIL. VAPOR BARRIER ;,J ° a 4 d e °, IIT—I 11—I 1—I I I—I CRAVE ,q. _ ; ' e• II=III—III�IIII i I i III—III N - ' —III—� 1 I i—i I I ° , . '. • ..• ' ': I=1 fT=� 111- �— -� '—III—III— I °� � � • � � : 1=—=_l I�f-1 I L� ' I-1 11=1 I I �•.° III—I 11=' • I I„� I I I I I I GLEAN -III=11 I MONOLITHIC COMPACTED FILL I i-0” FOUNDATION w/ 0 15% STANDARD (2) #5 HORIZ. DEN511Y MIN. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS OWMETW61111 5EGTIONW/BLOCK PETA�IL NON -LOAD BRC. WALL GARAGE INTERIOR w ��—iTi—I i 1-1 i 1=I I TPI I-1111=1 11=1 t 1=1 11=1 11= r :.���_. i A .. .'[.A" a : .. ' COMPACTED FILL I'-oll FOUNDATION W/ 0 15% STANDARD (2) #5 HORIZ. DE145ITY MIN. CONT. ON CHAIRS WHERE 2ND STORY (311 MIN. COVER) OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 2 GARAGE CURB DETAIL WAW: M FILLED CELLS ':' (SEE FLAW :0._ 4" 6ARA6E TOP \IEA ®CORNER F_ 7 _ - GARAGE WALL 3 Y2" GONG. SLAB m411 i d ' ... , • :.... ' I I-1T_I—III—I I I -1151 I I .III 20"x8" THICKENED -III—IV=1 ME I III—III= E06E W/ (2) 05 CONT. ; 1111 toll III11-, 111 III Y2" 6YP. BD. EA. 51DE OF 2x'5 0 16" O.G. STUD PLATE TIES 0 STUD TOP 4 BOT. (IF FASTEN W/ NOTED ON PLANS) Ya"x5" LONG TAPGONS 0 2'-8" O.G. AND 12" MAX FROM END OF WALL OLE% NOTED FT. BOT. PLT. OTHERWISE ON PLANS) . .d .� a .� •,.:• .. d :a .. _I I.J, i I I III—III d• ° d .. ' • ° � � I—I I � �—III—I '' _T—� I—III—III ' ' • � � ° ' . ° d ' • —111_111—III , I I `� '—III—III—III—III •_ � � • � __ —_— _� ' I=1 11=111=1 I I III—III III—III 1= I I- '-T—I I 1=I I _Ia,=111, ; ,� (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. GOVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I' -S" WIDE w/ 0) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARIN6 WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS n,LINT. BEARING WALL FOOTING DETAIL, 8"x8" THICKENED SLAB t'"I/ Q) #5 CONT. WA II N% 3" MIN. COVER b 02� �INIII E76E 11ETA I L OFFSET SOOTING NONBEARING 17ETAIL GKENE7 E76E ®GARAGE HOOK i7ETAlL )AMALIS G5 5 . I PROVIDE 30° SLOPE 8" CMU BLOCK MIN. LAP 5FLICE iRECE55 (1) #5 VERT. IN 3 Ya" GONG. SLAB w/ o SLIDING •. WWF OR FIBERMESH GLASS DR. , d do GROUTED CELL, FULL REINF. OVER 6 MIL. a 8" CMU BLOCK HT. (5EE PLANS FOR -: VAPOR BARRIER LOGATION5) �d° SILL FORMED ON SITE N #5 FROM FT6. TO R4.1 FI -FOIL OR • : " ' . d BOND BEAM. SPLIGE ;: EQUAL OVER EXF JOINT TO BE MIN. 25" ; : FURR STRIPS d III GROUT CELL SOLID •: 3Y2" GONG. SLAB w/ 11= WWF OR FIBERME5H REINF. OVER 6 MIL. , VAPOR BARRIER SHELL KTOAALLOW SLOPE �_ FOR SLAB SILL FORMED ON 51TE 3 Y2" GONG. SLAB ` - (2500 P.5.1) W/ 6x6 - 10/10 W.W.M. AND 6 MIL. ° Zt vVAPOR BARRIER a ' I=III ..FIT;III_ _ GRADE ' GROUT 50LID m I G'RADEI—_III III—III—III—III d • e . • I I IIIII I ITI I II � III I II BELow SLAB Dowty a 4• .. °'.;: •' z I—III I III I I I I I �I I I To FOOTING d, d• illi_I Tf I I I I- ° . Q ' I III III=1 I: " ' ` III— • . d — " d" 12"Ab" CONT. CONT. A/C CHASE PVC (1) #5 DOPEL W/ 6 EXP JOINT ° HOOK (5EE PLANS : e' d . d FT6. W/ (2) #5 HORIZ. I=T_ - SLEEVE TO BE FOR LOGATIOW CONT. ON CHAIRS (3" T =III-111—)II=J= I 1 TWICE THE ' d . :aT. MIN. COVER) ' =1 I I—II I I- DIAMETER OF PROTECTED PIPE EXTERIOR OUTSAING 4 5617 POURED SILLS DETAILCHASE DETAIL II 17ROPPED 6RA17E DETAIL 10 WAOI Was WSI ■ ■ 8" CMU BLOCK — seal: 1/15/2018 N #5 FROM FTG. TO — INTERIOR BOND BEAM. SPLICE Y2 GYP. BD. EA. SIDE TO BE MIN. 30" p. C E S •• �� 6ROUT DELL 5OLID MATCH CMU z � PER GARACGE 0 2'-8" D.G. AND 12" MAX FROM GRADE 2 1/4" END OF WALL OCE -55 NOTED � 0) 1 1/2 OTHERWISE ON FLANS) • �:� :.���_. i A .. .'[.A" a : .. ' COMPACTED FILL I'-oll FOUNDATION W/ 0 15% STANDARD (2) #5 HORIZ. DE145ITY MIN. CONT. ON CHAIRS WHERE 2ND STORY (311 MIN. COVER) OCCURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS 2 GARAGE CURB DETAIL WAW: M FILLED CELLS ':' (SEE FLAW :0._ 4" 6ARA6E TOP \IEA ®CORNER F_ 7 _ - GARAGE WALL 3 Y2" GONG. SLAB m411 i d ' ... , • :.... ' I I-1T_I—III—I I I -1151 I I .III 20"x8" THICKENED -III—IV=1 ME I III—III= E06E W/ (2) 05 CONT. ; 1111 toll III11-, 111 III Y2" 6YP. BD. EA. 51DE OF 2x'5 0 16" O.G. STUD PLATE TIES 0 STUD TOP 4 BOT. (IF FASTEN W/ NOTED ON PLANS) Ya"x5" LONG TAPGONS 0 2'-8" O.G. AND 12" MAX FROM END OF WALL OLE% NOTED FT. BOT. PLT. OTHERWISE ON PLANS) . .d .� a .� •,.:• .. d :a .. _I I.J, i I I III—III d• ° d .. ' • ° � � I—I I � �—III—I '' _T—� I—III—III ' ' • � � ° ' . ° d ' • —111_111—III , I I `� '—III—III—III—III •_ � � • � __ —_— _� ' I=1 11=111=1 I I III—III III—III 1= I I- '-T—I I 1=I I _Ia,=111, ; ,� (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. GOVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I' -S" WIDE w/ 0) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARIN6 WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS n,LINT. BEARING WALL FOOTING DETAIL, 8"x8" THICKENED SLAB t'"I/ Q) #5 CONT. WA II N% 3" MIN. COVER b 02� �INIII E76E 11ETA I L OFFSET SOOTING NONBEARING 17ETAIL GKENE7 E76E ®GARAGE HOOK i7ETAlL )AMALIS G5 5 . I PROVIDE 30° SLOPE 8" CMU BLOCK MIN. LAP 5FLICE iRECE55 (1) #5 VERT. IN 3 Ya" GONG. SLAB w/ o SLIDING •. WWF OR FIBERMESH GLASS DR. , d do GROUTED CELL, FULL REINF. OVER 6 MIL. a 8" CMU BLOCK HT. (5EE PLANS FOR -: VAPOR BARRIER LOGATION5) �d° SILL FORMED ON SITE N #5 FROM FT6. TO R4.1 FI -FOIL OR • : " ' . d BOND BEAM. SPLIGE ;: EQUAL OVER EXF JOINT TO BE MIN. 25" ; : FURR STRIPS d III GROUT CELL SOLID •: 3Y2" GONG. SLAB w/ 11= WWF OR FIBERME5H REINF. OVER 6 MIL. , VAPOR BARRIER SHELL KTOAALLOW SLOPE �_ FOR SLAB SILL FORMED ON 51TE 3 Y2" GONG. SLAB ` - (2500 P.5.1) W/ 6x6 - 10/10 W.W.M. AND 6 MIL. ° Zt vVAPOR BARRIER a ' I=III ..FIT;III_ _ GRADE ' GROUT 50LID m I G'RADEI—_III III—III—III—III d • e . • I I IIIII I ITI I II � III I II BELow SLAB Dowty a 4• .. °'.;: •' z I—III I III I I I I I �I I I To FOOTING d, d• illi_I Tf I I I I- ° . Q ' I III III=1 I: " ' ` III— • . d — " d" 12"Ab" CONT. CONT. A/C CHASE PVC (1) #5 DOPEL W/ 6 EXP JOINT ° HOOK (5EE PLANS : e' d . d FT6. W/ (2) #5 HORIZ. I=T_ - SLEEVE TO BE FOR LOGATIOW CONT. ON CHAIRS (3" T =III-111—)II=J= I 1 TWICE THE ' d . :aT. MIN. COVER) ' =1 I I—II I I- DIAMETER OF PROTECTED PIPE EXTERIOR OUTSAING 4 5617 POURED SILLS DETAILCHASE DETAIL II 17ROPPED 6RA17E DETAIL 10 WAOI Was WSI ■ ■ _III I I (2) #5 HORIZ. 1'-0" CONT. ON CHAIRS MIN. 1 (3" MIN. COVER) WHERE 2ND STORY OCCURS FT(9. SHALL $E 1'4' WIDE w/ (2) #5 BARS 8 ENTRY 17008 i7ETA wwJ 2 z Oct 8" CMU BLOCK 84.1 FI -FOIL OR EQUAL OVER 3/4" p) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE To BE MIN. 30" 3Y2" GONG. SLAB w/ 6ROUT CELL SOLID WWF OR FIBERME514 REINF. OVER 6 MIL. PORCH SLAB \ VAPOR BARRIER tO (5EE PLAW — �+ 1i Z • ,• . 4 d ' '' q. . . •. FSI — d ' ' I=III=III=III—III ,� 7 I I III—I I I_IT_I_ EXP JOINT 1E =111—I I° ° ° I I—III—I II_I1 'III—III e III—I I i—_I' I� —III=1 111 ISI I I MONOLITHIC LL GLEAN--/ I I I, I,I I 1=T �I_I I, �- FOUNDATION PV COMPACTED FILL I I ISI I (2) #5 HORIZ. 0 O 0 15% STANDARD I -� CONT. ON CHAIRS 1 1� DEN5ITY MIN. 0" MIN. COVER) WHERE 2ND STORY—� W OGGUR5 ETi6.5HALL BE T n ,2 1'-4" WIDE w/ (2) #5 BARS �--I I� 1 z IT -4O � PORCH SLAB i�ETAIL Q 12 EXTERIOR WALL Z z WAl.S. WTS 0 LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL (L 0 TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED Sheet: ALL ADPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD 1 *0 seal: 1/15/2018 INTERIOR Y2 GYP. BD. EA. SIDE p. C E S •• �� OF 2x4'5 0 16" O.G. I �tia •. FASTEN W/ Y4"x5" LONG TAPCON5 No 8 : • ' GARACGE 0 2'-8" D.G. AND 12" MAX FROM 2 1/4" END OF WALL OCE -55 NOTED � 0) 1 1/2 OTHERWISE ON FLANS) • �:� } STUD PLATE TIES 0 STUD BOT. (IF NOTED ON ®'ip� ,O R 1 Q '••'®�' ®®s® PT BOT. PLT. ( TDP t / PLANS) a®aaaa���e�r0®o '• '• a.' �., ' ', ° ,° a_ .a. �' a ° © copyright: MULHERN & KULP 'e ' Structural Engineering, Inc, #5 HORIZ. J (2) CONT. ON CHAIRS 10" 10" c Q (3" MIN. COVED .� c a`i ca Z UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS CA, SET FOOTING BEARING PETAL _ �, • Zl�t Nrs .� 4r a o —� m g 8 N N G. IF IV IF 6" CMU BLOCK BEYOND R4.1 FI -FOIL OR EQUAL OVER 3/4" MW project number: EXTERIOR DOOR FURR STRIPS 181-16008 3 Ya" GONG. 5LA13 w/ WL. THRESHOLD WWF OR FIBERME5H project mgr: S D I SET IN SEALANT REINF. OVER 6 MIL. VAPOR BARRIER drawn by: MJS PORCH SLAB (SEE PLANS) issue date: 10- 18- 16 . . III=III—III=1 I I— III—III—III—III 1' REVISIONS: .: ''=1 11=1 11=1 11=1 I I'' ' III -1 I I—III=1 I : III—III-111 ' '' � •' ' III—III—I 11-1 11-' ..•• •'•. I I—III—III—I I I- ° `, '°' ITI=III—_III- dater initial: 6/8/2017 JTS I—II I -111—I I•' GLEAN GOMFAGTED' I_I=III=�_ d �°. II111 I- 12/11/2017 MK FILL 0 15% STANDARD DENSITY AND TERMITEI I I� III 111-111—III IIIII- MONOLITHIC TREATEDI I; III=III=I IT=,III- FOUNDATION W/ _III I I (2) #5 HORIZ. 1'-0" CONT. ON CHAIRS MIN. 1 (3" MIN. COVER) WHERE 2ND STORY OCCURS FT(9. SHALL $E 1'4' WIDE w/ (2) #5 BARS 8 ENTRY 17008 i7ETA wwJ 2 z Oct 8" CMU BLOCK 84.1 FI -FOIL OR EQUAL OVER 3/4" p) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE To BE MIN. 30" 3Y2" GONG. SLAB w/ 6ROUT CELL SOLID WWF OR FIBERME514 REINF. OVER 6 MIL. PORCH SLAB \ VAPOR BARRIER tO (5EE PLAW — �+ 1i Z • ,• . 4 d ' '' q. . . •. FSI — d ' ' I=III=III=III—III ,� 7 I I III—I I I_IT_I_ EXP JOINT 1E =111—I I° ° ° I I—III—I II_I1 'III—III e III—I I i—_I' I� —III=1 111 ISI I I MONOLITHIC LL GLEAN--/ I I I, I,I I 1=T �I_I I, �- FOUNDATION PV COMPACTED FILL I I ISI I (2) #5 HORIZ. 0 O 0 15% STANDARD I -� CONT. ON CHAIRS 1 1� DEN5ITY MIN. 0" MIN. COVER) WHERE 2ND STORY—� W OGGUR5 ETi6.5HALL BE T n ,2 1'-4" WIDE w/ (2) #5 BARS �--I I� 1 z IT -4O � PORCH SLAB i�ETAIL Q 12 EXTERIOR WALL Z z WAl.S. WTS 0 LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL (L 0 TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED Sheet: ALL ADPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD 1 *0 SHEATHING(4)23/8'X0.113" R.S. TOE NAILS OVERFRAMIN6 ROOF SHEATHING VALLEY SET - 23/8'xO.I13" R.5. NAIL5 ® 6" O.G. OVERFRAMIN6 TRU55 (EDGE NAIL) 23/a"X0.113" R.5. NAIL5 0 6" O.G. FASTEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRU55 END TO TRU55 BELOW "x WITH (1) 51MP50N MT512 — CLIP MAIN ROOF TRU555 T' I CAL OVERPRAM I NG CONNECTION DETAIL SGALI: N.T.5. (1) #5 IN BOND BEAM ---- ------------- (1) #5 BAR IN PRECA5T LINTEL LU (2) #55 VERTICAL IN GROUT FILLED CELL. IN WALL5 GREATER THAN 30" } WIDE, ONLY (1) #5 15 REQUIRED 1 (1) #5 VERTICAL IN 6ROUT FILLED CELL (IF REO'D PER PLAN) ENTIRE COLUMN TO 10 BE GROUT FILLED 0._0.- - PROVIDE # OF DOWELS ® 5LAB TO FIN. FL. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRU6TED AND SIZED PER NOTE5 GARACGE DOOR VERT. REINFORCING DETAIL scut:. rrr'8 ALL LAP5 IN MA50NRY 25" -RUNNING BAR—, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NFORG I NG DETA I L a� 2x4 GAT5 e Ib"o.c. FASTENED TO 6ABLE END TRU55 w/ (2)3"x0.131" TOENAIL5. FA5TEN ROOF 5HEATHIN6 3 " u 2xbxl2" P.T. CL OF OPENING CENTER BUCK--\ I Y2" DIA. J -BOLT* (5EE BELOW) 2X4 P.T. TOP BUCK 2X8 P.T. BUCK EACH 51DE OF OPENING PROVIDE (5) Y2" DIA. J -BOLT* W/ 5,1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) YY x N8' THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G.) * PROVIDEY2" DIA. x bY2" LONG 51MP50N TITEN HD OR APPROVED E6VAL IN PLACE OF J -BOLT IF MI55E0 DURING GON5TRUGTION oGA %6E 1100R BUCK OETA I L Wt - FA5TEN 5HEATHIN6 TO 2 BLOGKIN6 w/ 23/8'X0.113" R.5. NAIL5 ® 411O.G. NOTE5: �* BOND -BEAM --► I. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. REC055 T 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR E6VIVALENT. PRECAST 5TRUGTURAL GONNEGTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E, 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAYBE ADDED TO EX15TINC7 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TAG6ERED 0 12" O.G. 0 EA. 5UGGE551VE BUCK. 4. MIXIN6 OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REGVIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PE05. BY WINDOW/DOOR MANUFACTURER i700R BUCK DETA I L acus: r�rs 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131 " TOENAILS EACH END 12" MAX ' 2'-0" MIN I ROOF 5HT6 i i (4) 3 Y4"x0.131" -a BOND -BEAM ► _.,,_�-GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE WINDOW SILL, OR EQUIV. —, GA5T-CRETE WINDOW 51LL, OR EG2UIV. - DOUBLE WINDOA L MASONRY PIER DETAIL SECTION 64 SECTION *EFTSIR,O" 51 WAa, 9/4'4-0N WALZ s/4 • l -0 PROVIDE 5OLID 5HIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 TO FA50IA WITH 2/8 X0.113 (n e®mmmm copilot, G. le G. ®� �� ° •: 5HALL BE I NAIL5 b: AT ®F= ; cera 5EE DETAIL 56 ON R.S. NAIL5 m 6 O.G. 5TRUGTURAL PLAN5 FOR®C� AL®° GABLE END VERTIGAL WEB °®J®18'mmmmmm®'m INFO NOT SHOWN HERE GONT. 24" MIN © copyright ; MULHERN & KULP W Structural Engineering, Inc. FA5TEN EA. ROOF TRU55 TO GMU 7 FA5TEN 5TRAP TO GMU W/ (4) Y4" REINFORGIN6 A5 REOURIED DIA. x 2Y4" LONG TITEN 50REW5 ONTO ROOF PROVIDE M015TURE BARRIER m PLATE (51MP50N T55 OR 51M) @ a EACH TRU55. z -, 2 TIGHT TO ROOF TRU55E5 ® EVERY Z BY TRU55 MANUF. FL tY Y4" DIA. x 3)Y LONG TAPGON5. > V - y W P4/ (2) 3 Y4"x0.131" NAIL5 0 EA. END. Z t LL _J a a 0 LETTERED DETAILS ARE TYP I GILL FOR RETROFIT 17ETA I L 6/4"■I'-0' m a scuta sheet: ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED SEE UPLIFT CONNECTOR DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0 5EE UPLIFT CONNECTOR 51MP50N H6AMIOKTA 56HEDULE ON PLAN5 FOR 5GHEDULE ON PLAN5 FOR CLIP ® 36 O.G. CONNECTOR SPEGIFIGATIONS 2x FA561A -5EE ARCH CONNECTOR 5PEGIFIGATION5 EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2"x0.131" NAIL5 2x6 GEILIW7 BLOGKIN6 ® 48"O.C. PROVIDE M015TURE BARRIER ® 6"O.G. -- FA5TEN 6YP5UM GEILIN6 TO 8" GMU BOND BEAM PLATE (51MP50N T55 OR 51M)P BLOCKING w/ 2 Y2"x0.131" NAIL5/ d- W/ (1) #5 CONT. e EACH TRU55. PROVIDE M015TURE DRYWALL 5GREW5 ® 4"O.G. AND BARRIER PLATE BELOW 2x4 BRACE ii/2x4 T-BRAGE, PROVIDE 2x4 BLOGKIN6 FA5TEN BLOGKIN6 INTO TOP 8" REINF. GMU WALL WOOD MEMBERS ON GMU 5PAGED ® 4'-0" O.G. MAX. ®48 O.G. IN FIRST (3) PLATE OF WALL W/ (1) Y4"x3 Y2" -5EE PLAN FOR VERT. VERT WALL REINF. TO (51MP50N T55 OR 51M.) , , FA5TEN 2x4 TO T w/ 3 Y4 x0.131 BAY5 OF ROOF „ LONG TAPCON 5GREW ®b O.G. $ HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM NAIL5 ® 12 O.G. TRUSSES -GUT TO FIT 8" GMU BOND BEAM w/ TIGHT BETWEEN TRU55 VERT KNLL REINF. TO ' (1) #5 BAR GONT. VERT WALL REINF. BOTTOM GHORD5 EXTEND INTO BOND BEAM B EXTEND INTO BOND BEAM 8" REINF. GMU WALL FA5TEN DRYWALL TO -5EE PLAN FOR VERT. BLOCKING w/ 5GREW5 it HORZ REINF 5PE05 /NAIL5 ® 6" O.G. -a BOND -BEAM ► _.,,_�-GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE WINDOW SILL, OR EQUIV. —, GA5T-CRETE WINDOW 51LL, OR EG2UIV. - DOUBLE WINDOA L MASONRY PIER DETAIL SECTION 64 SECTION *EFTSIR,O" 51 WAa, 9/4'4-0N WALZ s/4 • l -0 PROVIDE 5OLID 5HIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDICULAR TO WALL 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PE05 NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 5IW50N ET EPDXY). DETAIL5 FOR ADDITIONAL M&K project number. 2. PROVIDE %" DIA. HOLE POR DOWEL, INFORMATION NOT 5HOWN 181-16008 BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. project mgr: S D I FUTURE 8 drawn 4 mi S GMU BLOCK 11 #5 VERT. BAR TO BE LOCATED PER PLAN Issue date: 10- 18- 16 DRILL 6" INTO EX151"6 I 1 IN GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE I - REVISIONS: MIN. 30" LAP SPLICE I i date., Initial: I 1 6/8/2017 JTS = I „.. 12/11/2017 MK rz I- 6RAPE ; . TI 11-!._ 1=111=11 I ;. 1511 1-1 I I-1TI—'' -1 � I ! ! !—! I !—! ! d . _ ...•. .. I -111—I I f_I � I — III—III—I I I� . a�. I-111-111 ° . DM I SSEO 170WEL RETRO FIT 17ET,� I L s acus: NT8 SIM. a cMu STtM roK vl�orree w U 2' Seal; I/1Wf 3 (n e®mmmm copilot, G. le G. ®� �� ° •: • N 7 24 b: AT ®F= ; cera 5EE DETAIL 56 ON ®a 0 R IV.-" rte®�� 5TRUGTURAL PLAN5 FOR®C� AL®° ADDITIONAL CONNECTION °®J®18'mmmmmm®'m INFO NOT SHOWN HERE L © copyright ; MULHERN & KULP W Structural Engineering, Inc. FA5TEN EA. ROOF TRU55 TO GMU w/ 51MP50N HT5MI6 TW15T 5TRAP. FA5TEN 5TRAP TO GMU W/ (4) Y4" a c DIA. x 2Y4" LONG TITEN 50REW5 PROVIDE M015TURE BARRIER m PLATE (51MP50N T55 OR 51M) @ a EACH TRU55. z PROVIDE 2x FLAT BLOGKIN6 FIT 2 TIGHT TO ROOF TRU55E5 ® EVERY Z OTHER BAY FASTENED TO GMU w/ (3) FL tY Y4" DIA. x 3)Y LONG TAPGON5. > FA5TEN BLOGKIN6 TO ROOF TRU55E5 - y W P4/ (2) 3 Y4"x0.131" NAIL5 0 EA. END. Z LL _J a a 0 LETTERED DETAILS ARE TYP I GILL FOR RETROFIT 17ETA I L 6/4"■I'-0' m a scuta sheet: NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 5IW50N ET EPDXY). DETAIL5 FOR ADDITIONAL M&K project number. 2. PROVIDE %" DIA. HOLE POR DOWEL, INFORMATION NOT 5HOWN 181-16008 BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. project mgr: S D I FUTURE 8 drawn 4 mi S GMU BLOCK 11 #5 VERT. BAR TO BE LOCATED PER PLAN Issue date: 10- 18- 16 DRILL 6" INTO EX151"6 I 1 IN GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE I - REVISIONS: MIN. 30" LAP SPLICE I i date., Initial: I 1 6/8/2017 JTS = I „.. 12/11/2017 MK rz I- 6RAPE ; . TI 11-!._ 1=111=11 I ;. 1511 1-1 I I-1TI—'' -1 � I ! ! !—! I !—! ! d . _ ...•. .. I -111—I I f_I � I — III—III—I I I� . a�. I-111-111 ° . DM I SSEO 170WEL RETRO FIT 17ET,� I L s acus: NT8 SIM. a cMu STtM roK vl�orree w U 2' (n L W O V w z f) 2 0 Q Z Z LL [L a 0 LETTERED DETAILS ARE TYP I GILL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY ROU I RED sheet: ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0