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HomeMy WebLinkAbout3884 Saltmarsh Lp 18-1034 (a)INDEX. GENERAL NOTES: 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY FL 1.0.2 SLAB PLAN'u' DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS FL 1.3 FLOOR PLANS,U, SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT 1=L 4.1 : sEcrlolvs ARE NOT REPORTED TO THE BUILDER. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. FL 5.3 ELEVATIONs'U' 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE FL 5.3.1 ELEVATIONS `U' LOCAL CODE) AND MUST REST ON UNDISTURBED FL 5.3.2 ROOFPLAN'U' SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. FL 6.3 UTILITY PLANS v' 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. D-1 DETAILS 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. -116TH 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 AS 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 A 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. � �tszrt itII;,e? CZ No0 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 m N. <>�'�� p215.646.9001 • mu/hemkulp.som d C4 Munan+I(ugNsr�wkMed prnbr rd mimW aq Wm Im W&d bay dk ISSUE DATE: FOR REVIEW REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED 1. REVISION 0 XX -XX -XX Y/N Y/N J N0 ao RECON COPY C I= REVI ED FOR CODE CeMP � I� •t DATE SANORDJIVRS51 — A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED W1 I H i HE WORK AND 11(�ff AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, N THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, I CON REQCSI; Results to he veryiea at Slab Inspeceiorr 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. © 2015 Ashton Woods Homes LAST REVISION I __F I LAST SAVED BY: SHEET NO: CS=1 >M T N M � T N LU ] W LU N Z 0 W J N0 ao SHEET NO: CS=1 GENERAL FOUNDATION NOTES: - 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. - 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. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 28'-0" 1514" 10'-0" 2'-8" 2'-2" 16'-4" 7141 20'-8" 28'-0" SLAB PLANU U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 2'-2" 24 W MULHERN+KULP=gym m� residential structural engineering.,e - OF 20 South Maple Street, Suite 150 • Ambler, PA 19002 @ ;.� °• �'a«"' ��°� p215.646.8001 • mulhemikulpcom 4P 0'3 . �» O `3dC�BVTe-®�®� MuNiem+ roaryudhm nd m+ilroed �r otlia NiOnnilon rdatad io otl�r dxlppnee. CD """" w 0 a W 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: PATIO SLAB x r o °0 z N W W REINFORCE PER LOCAL q a pa J 00 0 a CODE AND ENGINEER'S JL) (A 1111111 ao y SPECIFICATIONS M I? T MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO 8'-8 3/4" OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. r F Ti i � II� °�—=--�iU �7 : ' N Zn 1� 10 } VERIFY UNDERSLAB CONDUIT AT KITCHEN ISLAND M LJ i LO ...................... 1 i---' T-91 /4" 7'-71 /2" , InQ N —� c ......... I i 1 III I I0I IIII it II -I 8'-0" It It u IIIaII EiIItII O' uu IlIi " 1K 1 I 17�u1I n II u qI iI1, I I -I l u n 11 u o Ir II n u u l 1 e F2 to , co N 7H et PORCH SLAB a W o cJn REINFORCE PER LOCAL W CODE AND ENGINEER'S O SPECIFICATIONS Lo 00 o CV .. 4'-8" V-4" o '- i'a T GARAGE SLAB o REINFORCE PER LOCAL o CODE AND ENGINEER'S SPECIFICATIONS rlFil 2'-2" 16'-4" 7141 20'-8" 28'-0" SLAB PLANU U 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 2'-2" 24 W MULHERN+KULP=gym m� residential structural engineering.,e - OF 20 South Maple Street, Suite 150 • Ambler, PA 19002 @ ;.� °• �'a«"' ��°� p215.646.8001 • mulhemikulpcom 4P 0'3 . �» O `3dC�BVTe-®�®� MuNiem+ roaryudhm nd m+ilroed �r otlia NiOnnilon rdatad io otl�r dxlppnee. CD """" w 0 a W 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: SHEET N0: FL 1 A N r UJ z N >; J Z 0 a in JL) (A 1111111 ao y SHEET N0: FL 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 811 CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 15'-411 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 13/8" 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. 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = T-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 28'-0" FIRST FLOOR PLANU 1 1/4" = V-011 AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 0 co T N N C? ;r 2'-10 h/2" N LO " ® 'O .4 '' " "., '$?✓ "ore MULHERN+KULP °y u �d. oay residential structural engineering a� = 1= "441 20 South Maple Street, Suite 150 • Ambler, PA 19002 � � A. „O I� p215.645.8001 • mulhemkulp.wm �, d w1 MOM Wwsply,icrmadamor#jaWMs nar�Imred&V*a11 d, r&Wfoalherdx*Y�es qw—no, CM ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY SECOND FLOOR PLAN 'U' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1 `-0" AT 11 " X 17" LAYOUT SHEET N0: FL 1.3 15'-411 10'-011 2'-811 PATIO VERIFY LOCATION IN FIELD 31-411 1. T-011 8" T-011 Gl A/C 71— 11 6'-011 1-011 �7 3050 SH 3050 SH 6068 S.G.D. DINING T °P 9'-4" CLG. 19'-511 81-711 1 +35" 11 T N F1 FAM I L i D/W I 9'-4" CLG. n' T I I ° ° O O I I ° 0 10 2868 ii 16 HANDICAP I I 1 ACCESS U KITCHEN REF; 2868 r T I 11 +42" T DDPDRG f— — _ _ — 1 111/2" 12 ih t 11 9 -4 CLG. —_ —_ _- 21-811 �k 8" 68 4'-9" 3" I 2'- 1 " I I II ° 1T-71 /2° u u II ' ii I 51-31 /2'24 4'-31 /2' 2468 IN 17 R I I �- c+? I I I II I I I u II II II II II II II �' II I II I u u II a II u u I P/yNTItY II II II II II II II I I� I —a I O I I I I' I I I I I I II I I II II II II II II rc. ', II II II I 2868 C) I IMI I II II II II II II II N,', II II 11 +/- T-311 WALL HT. � _ �° WH LINE OF CLIPPED N CEILING r� 81-011 17'-011 4 T-0' 201-0" 12'-10" 4'-6" GARAGE PORCH I O 1 1'-4" 4'-8" 1'-411 STONE VENEER 00 T SEE EXT. ELEV. 16070 SECTIONAL 16'-011 �2- 20'-8" 71-411 281-011 FIRST FLOOR PLANU 1 1/4" = V-011 AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 0 co T N N C? ;r 2'-10 h/2" N LO " ® 'O .4 '' " "., '$?✓ "ore MULHERN+KULP °y u �d. oay residential structural engineering a� = 1= "441 20 South Maple Street, Suite 150 • Ambler, PA 19002 � � A. „O I� p215.645.8001 • mulhemkulp.wm �, d w1 MOM Wwsply,icrmadamor#jaWMs nar�Imred&V*a11 d, r&Wfoalherdx*Y�es qw—no, CM 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 SECOND FLOOR PLAN 'U' 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1 `-0" AT 11 " X 17" LAYOUT SHEET N0: FL 1.3 0° MULHERN+GULP W residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 P215.646.8001 • mulhemku/pcom �'��� '" r °> 4 >® I .,OR notim�eweaaryo9iahkrmgfmie�d droatlis �'"""" 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: ROOF TRUSSES PER STRUCTURAL ENGINEER 2ND FLOOR PL. HT. — — — — --- — — 2ND FL. WDW. HT. W T WIC LOFT >M o EE ~ 8"-1" CLC. \ 8'-1" CLG. ,� N \ CV \ —2ND FLOOR FIN. FLR. UJ Z 1ST FLOOR PL. HT. N > O 1ST FL. WDW. HT. Z O — — — a� W T I s KIa PANTRY J (n Cn 9 " C G. i. In CO1-4 cry � am Q o � T 'W^ -........ .............. ............. ....... _.i......1.....1 L...�....�.` ...._ I I................... I ............. .!...._!..—-................... .!.....!......—................ �iL.................. . ..� i .,� �� 1ST FLOOR FIN. FLR. BUILDING SECTION 1 'U' 3 1 /4" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11 " X 17" LAYOUT SHEET NO: FL 4.1 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 = 7'-1" 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. 2 T Wbc 0 EE N T 6" Fi �., FRONT ELEVATIONU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT , ,. a ., � r.. • a. ,.. .. tY ELEVATION KEYNOTE LEGEND N E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 2 T Wbc 0 EE N T 6" Fi �., FRONT ELEVATIONU 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT , ,. a ., � r.. • a. ,.. .. tY REAR ELEVATIONU 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT m —2ND FLOOR PL. HT. 2ND FL. WDW. HT. 4" E16 1 " 2ND FLOOR FIN. FLR. E16 _ 1ST FLOOR PL. HT. — 1ST FL. WDW. HT. 8" E19 SMOOTH vrvwv i n -- m 0 Cd COACH LIGHT PER BUILDER 1ST FLOOR FIN. FLR. 2ND FLOOR PL, HT. 2ND FL. WDW. HT. _4 2ND FLOOR FIN. FLR. — 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. —1ST FLOOR FIN. FLR. E IV p 10 2 A MULHERN+KULP ®® residential structural engineering,/ATF �' 20 South Maple Street, Suite 150 • Ambler, PA 19002 m° �` w«, O F1 p215.646.8001 • mulhemkulp.com Mu6em + Kip hs �leNea lHa phn for �6udue any ena hn nolrodewedMtrotlialnkmWan rokledbolhxdsdpNnes. �r�wwK. C Octwrwrrwwi � 11 -- 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: 1"M N >E I= N QM Cl) N � O T W � N V a w 0 m W REAR ELEVATIONU 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT m —2ND FLOOR PL. HT. 2ND FL. WDW. HT. 4" E16 1 " 2ND FLOOR FIN. FLR. E16 _ 1ST FLOOR PL. HT. — 1ST FL. WDW. HT. 8" E19 SMOOTH vrvwv i n -- m 0 Cd COACH LIGHT PER BUILDER 1ST FLOOR FIN. FLR. 2ND FLOOR PL, HT. 2ND FL. WDW. HT. _4 2ND FLOOR FIN. FLR. — 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. —1ST FLOOR FIN. FLR. E IV p 10 2 A MULHERN+KULP ®® residential structural engineering,/ATF �' 20 South Maple Street, Suite 150 • Ambler, PA 19002 m° �` w«, O F1 p215.646.8001 • mulhemkulp.com Mu6em + Kip hs �leNea lHa phn for �6udue any ena hn nolrodewedMtrotlialnkmWan rokledbolhxdsdpNnes. �r�wwK. C Octwrwrrwwi � 11 -- 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: 1"M N >E I= TM W Cl) N � O Z 0 � V a w Cj) W SHEET N0: FL 5.3 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 2016 FLORIDA RESIDENTIAL CODE SECT. 312.2. 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 = 7'-1" 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. F ELEVATION KEYNOTE LEGEND El ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM IE22 !STUCCO SMOOTH SAND FINISH U.N.O. F >M WO U) 04 co ZO 0 > =J Cf) W am W N0 MULHERN+KULP residential structural engineering 20 South Maple Street Suite 150 a Ambler, PA 19002 P 215.646.8001 9 mulhernkulgwm 2ND FLOOR PL. HT. A-'\ 2ND FL. WDW. HT. ISSUE DATE: 10.02.17 FOR ....... .... ........ ...................... FE1_ ................. 11 REVIEW 41' ....................... .... ...... ....... .. ... . . ..................................................................................................................................... 2ND FLOOR FIN. FLR. 04 1ST FLOOR PL. HT. 1 ST FL. WDW. HT. 8'• SMOOTH E19 IT 50 1ST FLOOR FIN. FLR,__� LEFT ELEVATION 'U' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT REVISIONS: I These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in pan or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LAST SAVED BY: I SHEET NO: FL 5.3.1 >M WO U) 04 > ZO 0 > =J Cf) W am W SHEET NO: FL 5.3.1 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 0un 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 X2017 (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. ROOF VENT CALL. ELEV. 'U' Name Area 1 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1308 SF 1313.92 int 627.84 int AREA 2 80 SF 119.20 int 38.40 int ROOF PLANU i 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 1_011 YP. !AVE :;-F0� 4xq No 9 �r MULHERN+KULP residential structural engineering„ p A 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mu/hemkulpxom � ..� � MuNlem+Kulphn fas6l�neanyandhas notff&vd#q*w11 donr&WmWwdhd rN&L + W 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: 0 SHEET NO: FL 5.3.2 ">01 CM CC P TM W z cm > J Z 0un a J U) O ao � 0 SHEET NO: FL 5.3.2 SECOND FLOOR UTILITY PLANU. 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: N � v� TM N W > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - 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 CABLED .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 (NFPA) 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 PITS, 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 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 0 DUPLEX OUTLET ._(�- T �W 0 CHIMES J � C� PUSHBUTTON SWITCH(PROVIDE EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE I IOV SMOKE DETECTOR SD HARDWIRED /AND INTER- CONNECTED NV/BATTERY BACK -LIP � /� // /\\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 03 ZZ RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR HARDWIRED /AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) Q W SHB HOSE BIBB EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR)TV❑ P" TELEPHONE f WALL SWITCH TELEVISION S 1/4" WATER STUB OUT ELECTRIC METER 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE L;;W4" ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCHA I DISCONNECT SWITCH TECH HUB SYSTEM H W O _ m cn W �Er W S Cr �LL Y O Fz O 0 0c O Cn J W o Z Uj Q w w ¢ m¢ S ¢ v O W 00 Lij "nu L. �[ � W ZZ m m 8 CL � fn Q W Z C7 Z I.- O H W C7 3: O 4 JW S O LU STANDARD ELECTRICAL BOX HEIGHTS cc WALL CABINET cc u. - O a O w O N W m crW z 30" HIGH VANITY �r 2 p BASE CABINET CABINET M T ih 0 N �m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR UTILITY PLANU. 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT NOTES: LEGEND: N � v� TM N W > - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - 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 CABLED .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 (NFPA) 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 PITS, 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 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 0 DUPLEX OUTLET ._(�- T CEILING MOUNTED INCANDESCENT LIGHT FIXTURE 0 CHIMES /J O �/ v CEILING FAN ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH(PROVIDE EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE I IOV SMOKE DETECTOR SD HARDWIRED /AND INTER- CONNECTED NV/BATTERY BACK -LIP � /� // /\\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) � GFI GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF CO2 DETECTOR HARDWIRED /AND INTER - CONNECTED W/ BATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET �® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX T THERMOSTAT SHB HOSE BIBB EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR)TV❑ P" TELEPHONE f WALL SWITCH TELEVISION CW 1/4" WATER STUB OUT ELECTRIC METER 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE L;;W4" ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCHA I DISCONNECT SWITCH TECH HUB SYSTEM H U W Z Z WP/GFI AT0 A/C COND. I_� (n FIRST FLOOR UTILITY PLANU_ 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT WP/GFI - SERVICE PANEU ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX FI T T C + W ...j E 0 T C6 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: SHEET NO: FL 6.3 >= N � v� TM N W > Q Z 0 � a mi W M SHEET NO: FL 6.3 6di,P qb ®P 4 . MULHERN+KULPxfc residential structural engineering .j 2 20 South Maple Streets Suits 150 • Ambler, PA 19002 ��° P u P � p215,848,8001 • mu/hemku/pcom • •,. 'r /� � g- 14'r. MWhxn+KWpha "1Whu not raWened rry olha ilonnNbn nWped to otha dbdpin�, M— ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK These drawings are the r HARDIE BOARD HORIZ. SIDING property of Starlight -, Homes and are not to be -- HOUSE WRAP utilized for construction, OC EXTERIOR SHEATHING copied in part or in whole without permission from ,- the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: RIM JOIST Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK t c � H J -CHANNEL STUCCO STOP T UJI cn .d. - • 5/8" TEXTURED STUCCO OVER BLOCK N J Oct "A 0 HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 1 3" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11 " X 17" LAYOUT SHEET N0: D-1 Windows $ ]door Allowable Wind Pressures 140 MPH Wind zone Exposure G N 0 I J015T TO 50LE PLATE OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 PSF/-28.4 PSF +25.1 PSF/-28.4 PSF 16Garage Door +24.1 PSF/-26.8 PSF +24.1 PSF/-2b.8 PSF 10 SOFT. +28.6 P5F/-31.2 PSF +28.6 P5F/-38.5 P5F 20 SOFT. +27.5 P5F/-2q.1 P5F +215 P5F/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 P5F +25.8 P5F/-32.5 P5F 100 5QFT. +24.5 PSF/-2b.q PSF +24.5 P5F/-2q.q P5F 500 SOFT. +21.5 PSF/-23.q P5F +21.5 P5F/-23.1 P5F End Zone Is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. CONNECTION SPEC I F I CAT I ON5 (T F. U "N.0) BEARIN6 GONDITION DESCRIPTION OF BLDG. ELEMENT N 0 I J015T TO 50LE PLATE (3) TOENAILS i1 � 50LE PLATE TO JOI5T/5LK'6. O (1) NAIL ® 4" o.c. STUD TO SOLE PLATE 2 TOENAILS CONNECTION SPEC I F I CAT I ON5 (T F. U "N.0) BEARIN6 GONDITION DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/5LK'6. (1) NAIL ® 4" 016. (1) NAIL ® 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS 0 b" o.c.• BLK'6. BTNN. 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 5PLIGE 1 NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTERSECTING HALLS (2) NAILS (2) NAILS * 0/2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE • ARE 5HOHN) EXTERIOR $ SHEAR WALL SHEATH I NCS SPEG I F I GAT IONS INDIGATE5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REOUIRE5 SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION ISYMBOL SHEAR PANEL SPEG. 1/16" PLYWOOD OR 05B FASTENED W PI 2,V2 "x0.131 NAIL5 ® 6" o.c. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 7/16" PLYWOOD OR 05E3 FASTENED W P3 21/2"x0.131 NAIL5 ® 3" o.c.. ALON6 PANEL ED6E5 AND 12"o.c. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W 1/16" PLYWOOD OR 056 FASTENED w/ ? "x0.131" NAILS 0 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W 3Y2"x0.131" NAILS 0 16"o.c. USE (8) 3Y2 "x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL PRAHINC75 FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 1. ALL EXTERIOR HALL5 GON5IDEREO FOR SHEAR HALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/I6" MIN. OSB/PLYWOOD SHEATHING 24/6, EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 23/804.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 6" o.c. PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ NAILS ® 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANGE FROM ROOF EPOE5, RIO6E5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGES 4 FASTEN W 2Y2"x0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILOIN615 LEAST HORIZ. DIMENSION (I.E.: 30' NIDE = 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 MTH12 AND (2) 304.131" TOENAILS TO EACH TRUSS BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"4.131" NAILS o Ib" O.G. UPLIFT CONNECTORS BEARIN6 GONDITION ��TN GONNEGTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B) (2)2x6 HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH). (MSTCbbB3 ALTERNATE) < IS' 51MP50N H2.5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALL/WOOD BEAM 2 2x5 5PF OR 5YP #2 PV H4x6 3.5"x5.5" AFP I.6E SHORT > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALVWOOD BEAM H4x10 35xg5' AFP 1.6E SHORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON CMU WALL_ (2)2x12 2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON CMU WALL SPAN HEADER ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS L15TED ABOVE, HOLD-POWN 5GHEPULE SYMBOL SPECIFICATION b HD -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B) (2)2x6 HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH). (MSTCbbB3 ALTERNATE) 3.5"x5.5" AFP IbE SHORT LEGEND • ® INTERIOR BEARING WALL • c T = _ BEARING WALL ABOVE • - - - - BEAM / HEADER • ..... LOCATION AND EXTENT OF SHEAR NALL • I ' I EXTENT OF OVERFRAMING INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DESCRIPTION (2)2x6 2)2x6 5PF OR 5YP #2 PV H4X6 3.5"x5.5" AFP IbE SHORT I/2" PLYWD FLITCH PLATE SPAN HEADER (?a2x8 2 2x5 5PF OR 5YP #2 PV H4x6 3.5"x5.5" AFP I.6E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 (2)2x10 5PF OR 5YP #2 H4x10 35xg5' AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x12 2x12 5PF OR 5YP #2 W/ H4x10 35'05" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER L WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE 5055TITUTED PER THE HEADER 505TITUTION SCHEDULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIE5: E = I,600,000 psi, Fb = 1,500 psi, Fv = 115si, Fc -perp = 650 psi. 3. AFP 1.6E 5HORT5PAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLAN5. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WHISPERING RIDGE 5T. JAMES GR0551 N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN 8 KULP STI2UGTURRL ENGINEERING. GENERAL STRUCTURAL NOTES • DE51614 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • HOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: 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 PSF o 5LEEPIN6 AREAS = 50 P5F o GARAGE DEAD = 10 P5F (20 P5F TOTAL ® TILE) HIND ULTIMATE WIND SPEED 4 EXP05URE AS L15TEO R15K GATEC70RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALI-5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o Ib" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). 51146LE 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 STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-ROH5 OF 3"x0.131" NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS, UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS ® 16" O.G. 5TA66ERED, 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 HALL5 W 1/16" 056 FASTENED W/ 212"x0.131" NAILS ® 6" O.G. ® EDGE5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATIOW13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONINO: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131"'NAILS ® 8" 0/0 OR 2 RONSY4"x3Y2" 51MP50N 505 5CREH5 (OR 3Y2" TRU55LOK 56REH5) 0 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/SGREWS 2" FROM EDGE, SOLID 3Y211 OR 5Y411 BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" SIMPSON SDS 56REHS (OR (9 %" TRU55LOK SGRENS) o 16" 0/6. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5CREN5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID T' BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EP64Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ CMU HALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. i seal, 1/15/2018 ® No r.4 s u� A OF ® lIZU �M .� t Q copyright: MULHERN & KULP Structural Engineering, Inc. a0) J c Q a C m Z� +.� SL y� W +' J co c co C9 D -§I cc .N W L f'i a W project number. 181-17006 project mgr. SDI drawn by: MJS tssuedate: 05-02-17 REVISIONS; date: initial: 09-25-17 MK 11-09-17 MIK 12-11-17 MK lawn CD t/? LU M 2 0 S0.0 261-011 Q, 101-011 21-611 l 5DI.0 PORCH SLAB: 3)/2" GONG. SLAB ON 6RADE (2500 P51 MIN) w/ bxb-WI.4xWl.4 MESH OR FIBER I _ MESH ON 15% COMPACTED FILL OR VIRGIN SOIL. I I o y I SDI.o I I 5.6.D. RECESS PER MANUFAGTURER'5 INSTRUCTION I I I 5D1.0 � m N I SEE BLOCK PLAN FOR I `A N VERTICAL BAR m I LOCATIONS t L I 3 I 5D4.0 I TYP. J rn L------ m 7 -I 61-5 11211 121-51/211 PORCH SLAB:3P GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ bxb-WI.4xWl.4 MESH OR FIBER I 8— — — — — — — — — — — JH I 4 HD-1 20"Ab"x161' MESH ON 15% COMPACTED FILL ORI vo, 4 SDI.O DEEP PLAINI VIRGIN SOIL. I"d 5DI.0 111-10 11211 FTG. ®HD (TYP) GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENCGTH5 IN 26 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTIN65 2,500 p51:....... 5LA135 ON GRADE (INTERIOR d EXTERIOR) fy - b0,000 p51 .... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1 AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTING5 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (2'-0" O.G) • MINIMUM LAP SPLIGE5 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/g" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM Ga0 WITH A MINIMUM COMPRESSIVE STRENGTH OF (QOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL is BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES seal; Uvpp � IN 0q " 4 " A TA `^ y w 0�N1�,®��� © copyright: MULHEHN & KULP Structural Engineering, Inc, a� C a a .c ai Z u Ix LU N� N J a c � D v U) LLS N N Q M&K project number: 181-17006 project mgr: S D I drawn by: MJS 5sue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz W a 0 z W Q�.. O 00 o ~ N � d � Z N o � Z z 0 LL RIGHT HAND S 1 *0 LU GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENCGTH5 IN 26 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTIN65 2,500 p51:....... 5LA135 ON GRADE (INTERIOR d EXTERIOR) fy - b0,000 p51 .... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1 AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTING5 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (2'-0" O.G) • MINIMUM LAP SPLIGE5 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/g" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM Ga0 WITH A MINIMUM COMPRESSIVE STRENGTH OF (QOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL is BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES seal; Uvpp � IN 0q " 4 " A TA `^ y w 0�N1�,®��� © copyright: MULHEHN & KULP Structural Engineering, Inc, a� C a a .c ai Z u Ix LU N� N J a c � D v U) LLS N N Q M&K project number: 181-17006 project mgr: S D I drawn by: MJS 5sue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz W a 0 z W Q�.. O 00 o ~ N � d � Z N o � Z z 0 LL RIGHT HAND S 1 *0 1 START- 3'-0" _ . 6'-8" _ . 10'-411 23'-8" 28'-0" i— o'i C o a 2'-0" 5TART BLOCK PLAN 22x34 SCALE:1/4"=1'-0" ALL ELEV. 110 SCALE: I/8"=1'-0" MASONRY LINTEL A55EMBL I E5 5EE 5CHEOULE AND 5PEGIFIGATION5 FOR ADVIL INFO PRECAST LINTEL W EMBEDDED REINF.i J. ".. 6RM BOTTOM 1;eiw. PRECAST LINTEL W EMBEDDED REINF. � L-1 I MEH MB -2 m� m� TOP REINF. — TOP REINF. M13-1 VERTICAL ----- SHEAR TIE5 GROUT GROUT rillr> BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL W EMBEDDED REIN. M5-3 � (1) #5 (U #5 THI ASSEMBLY REQ. MB -3/ MB -3A MB-L4SI LE. MB4& LINTELS LINTEL5 PM16MTED WITH AN MEI -W46 SHALL BE G0N5TRUGTED THE SAME A5 MB -W4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD CUTTING THE: TOP OF THE PRECA5T LINTEL DOWN 2". ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN GOVT TIM TOP LINTEL COLF-SE. MASONRY LINTEL VETAI LS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F6-0B/0T ----- ----- M15-2 8F8-IB/0T ----- (I) #5 M5-3 6FI6-I15/IT (1) #5 (U #5 #3 VERTICAL TIES 0 4"o.c. w/ MB -4 8FI6-215/IT (1) #5 (2) #5 180 DEGREE HOOK T413 APPROVED LINTEL MANUFACTURER5 ARE: GAST-CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQUIRED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - SENTRIGON (A5 CH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG 8318 AND ALL RELATED 5UBGATEGORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOOR5 SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NDN-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI&ATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL 015GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDER61ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDIN675 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING GODS. • FOOTING DESIGN - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING GAPAGITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXF05ED TO WEATHER OR IN GONTAGT N/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. GONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DESIGN BASED ON AGI 316. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENGTH5 IN 26 DAYS, U.N.O.: F'c = 2,500 p51: ....... FOOTINC75 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN05 5HALL BEAR AT LEAST 12" DELON FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% GOMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB GRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISGONTINUOUS END OF REINF. • 6ROUT SHALL BE ASTM 6416 F'c=3000 P51 W MAX 3/$" AGGREGATE • GONGRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM 6210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL NALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 5HONN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal :I 1 1 . ,?QeI,, aqy a � m a + O FA" GE S1 © copyright: MULHERN &KULP Structural Engineering, Inc. 0-0 DN r a rn a C CD ca Z� +, W LU. y U) E _� J a�co N Ln C14 N 16_ N 4 IF M&K project number. 181-17006 project mgr: S D I drawn by: MJS issuedate: 05-02.17 REVISIONS: date. initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD V) W WWJ 0 Com"` z iu 0�� V J U) W LL Z (L nn I~ UJ �i 0 UQ 0 Z z CO 0, 0 REFER TO 5-0.0 FOR TYPIGAL sheet: RIGHT HAND 5TRUOTURAL NOTE5 15GHEnULE5 S2*0 "t 2NP FLOOR SRAM I NG PLAN I 22x34 SCALE: 1/4":I'-0" ALL ELEV. 110 SC AtLE: I/8"=1'-0" 115T5 ALL- * HALL FAIL RESER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES kY9�3�9pq seal; ��re��„� ,� ti m � m s"�✓ f r,��o.� a m U� FA O F n � ern ,th. R6,c �6 ®�vi © copyright : MULHERN & KULP Structural Engineering, Inc. C z C Q G�O. 1 N • Z� G) J ++ C � D WLn N Ln CSV 4 M&K project number: 181-17006 project 191SDI drawn by: MJS issue date: 05-02-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD UJ 0 W z C w p z U J UQ LL Q o LL cit w p 0 Q 0 Z z 1..L Ix o sheet: RIGHT HAND S3*0 "t 6 CMU BLOCK 6" CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FTG. TO (V #5 FROM FTG. TO EQUAL OVER 3/4" BOND BEAM. SPLICE FURR STRIPS TO BE MIN. 30" BOND BEAM. SPLICE GROUT CELL SOLID TO BE MIN. 30" r: 3 Y2" GONG. SLAB W 6ROUT CELL SOLID WWF OR FIBERME5H z REINF. OVER 6 MILW VAPOR BARRIER — MATCH GMU LEDGE .0 PER 17551.0 tl— x GRADE 44 a i t GRADE _ �—III—I I=1 I—I II ' — — — —'A4'• • °° � '—III—I =III=III =III= I I=1 I I-1' o �I � I-1 � I—I � I—I 11 • e— N :11 Q z TI I I—III—III 4I— ►— _ �—I I � TI f=l I I °. ' • � . • � �_=1 � 1= _ � I—III—LII—I I : � �''•� i I—I I 1-1 � 1= =111—LJ I�� e. :. I I f=1 � 1=1 I �—IT_I=� •''' I I I—I 11= I=111 1 I I __i I I' -1 _I I II I i ill�l I I I I I 11r II I I ;ITS 1 '- MONOLITHIC CLEAN 111 _111= 11 GLEAN -1 11,— -• MONOLITHIC COMPACTED FILL 1'-QII FOUNDATION W/ GOMPACTED FILL 11_pll FOUNDATION W/ 0 15% STANDARD (2) #5 HORIZ. 0 15% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. CONT. ON CHAIRS (3" MIN. COVER) (3" MIN. COVER) WHERE 2ND STORY WHERE 2ND STORY OCCUR5 FT6. SHALL BE OCCURS FT6. SHALL BE 1'4' WIDE w/ (2) #5 BARS 1'-4" WIDE W (2) #5 BARS FOOT I NC -7 SECTION W/ BLOCK DETAIL Q=q�%IE CURB DETAIL SGAI2= t�t't3 SGAI2 FILLED CELLS. :::;:>:.:.:. (SEE FLAW.............. 4" GARAGE ;<�► <sss.s:�ss:�s:; TOP VIEW NON -LOAD BRO. WALL ®CORNER F —1 &ARA67E I INTERIOR GARAGE WALL lJi 3 Y2" GONG. SLAB }L m � 4" e a d ° —_—III=1 11=1 11=1 I I _ =II I I El I I—_ I 11-111_I—III-1 I I-1 I IEI I —1 11=111-—_- 111- I I—I 1III-1 I I I 1=111-1 I I I 11' a_ a n I I—III—III-11 •��=1 I .�I I I, ;, I I I=1 11=1T_ � � ,--. 20"x8" THICKENED -III—III—III—III 111=T_=III; " EDGE W/ (2) #5 CONT. —111=1TI=III—III-1 I 1—III= (U #5 CONT. W/ 3" MIN. COVER OFFSET FOOTING NONBEARING OETA� I L THICKENED E17C � GArRA�GE DOOR nETAr I L 5 SCALL!= NM 6 WARg errs 6 S�5 SLOPE I I 3/4" RECESS 0 5LIDIN6 a OLA55 W. a .. 8 GNU BLOCK SILL FORMED ON 51TE BREAK FACE a (1) #5 FROM FTG. TO BOND BEAM. SPLICE FOR 5LAB R4.1 FI -FOIL OR EQUAL OVER 3/4" EXP JOINT ROUT 50LIP TO BE MIN. 25 BELOW SLAB DOWN 11— FURR STRIPS (I) #5 DOWEL W/ 6" 12"xlb" CONT. CONT. 6ROUT CELL 50LID ... ;. FOR LOCATION) 3 ys° GONG. SLAB w/ ,. e d •.d MIN. O I I DROPPED &RAVE :.' SLAW: WS WWF OR FIBERME5H _ REINF. OVER 6 MIL. SLOPE VAPOR BARRIER SILL FORMED ON 51TE 3 A GONG. SLAB — �} (2500 P.5.1) W/ 6x6 - t 1 w w 1 I 10/10 W.W.M. AND 6 MIL. VAPOR BARRIER GRADE `o 4 a ° 4 I I I—II1=111=1IE: — — —111—III—III a TI_I-111—III—_III— ' 4 .d .• 4a• . °; d Z I I—III I -111—_I d • .41. °•:. 'a e d•� a ' . �' °: • EXP JOINT ...... ., 4 S C5 -III—III—I = = I d' '_ : �; 111—_ fVG CHASE PVC SLEEVE TO BE ' =1 I I-1 I I—III—III— TWICE THE DIAMETER OF PROTECTED PIPE EXTERIOR OUTSAING SGfl POURED SILLS DETAIL CHASE DETAIL d 10 SGAI 1 Wn SGAI.t� NT8 Y2" GYP. BD. EA. SIDE OF 2x'S 0 16" O.G. STUD PLATE TIES 0 STUD 70P t BOT. OF NOTED ON PLANS) FASTEN W/Y4"x5" LONG TAPCON5 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (VNLE55 NOTED PT. BOT. PLT. OTHERN15E ON PLANS) ' 1-1 � I=1 I I=�1 I_I=1 � I '', .::;. ~e •< ,' :• e .' � 1=1 � 1=1 � I—I � I ;I I _ ' ;III—III=1 e: ° d flI—ISI—I�I_I�I _ _ _ ' "' _ '—I I—III—III—I I —I I—III—I I— —I I—I I I i ''—III -1 1=III III—III III—III I—I 1I- ` a.. 8.. (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS 5TUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05EP TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERN15E ON PLANS T. BEARING WALL FOOTING DETAIL Was Wo 8"x8" THICKENED SLAB W/ (1) #5 GOVT. 0111�KENE17 E17GE DETA� IL t� 8" GMU BLOCK - (U #5 VERT. IN - GROUTED CELL, FULL HT. (SEE PLANS FOR LOCATIONS) PROVIDE 30" MIN. LAP SPLICE 3 Y2" GONG. SLAB rt/ WWF OR FIBERME5H so REINF. OVER 6 MIL. VAPOR BARRIER •• a . 4 A IA d . a P4I I ISI i I- — — seal „ • ° W,1 Y � INTERIOR° Y2" GYP. BD. EA. 51DE a , g°I~ o OF 2x415 0 16" O.G. I ���� "•v R. , % FASTEN W/Y4"W' LONG TAPCONS ���e��sCA��g GArRMSE 0 2'-W O.G. AND 12 MAX FROM A 2 1/4" END OF WALL ('UNLESS NOTED 1 1/2" OTHERWISE ON PLANS) © copyright : MULHERN & KULP 5TU0 PLATE TIES 0 STUD Structural Engineering, Inc, y PT BOT. PLT. I TOP 4130T. OF NOTED ON PLANS) co a q •' o•e •.d, a NpNpQ O d W •E a .a E (2) #5 HORIZ.10tO '� . I •' a CONT. ON CHAIRS lo.Z r. (3" MIN. COVEW N AS o W+r T cd N E UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT •- d REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE _.I c 8 ANCHORS AT BEARING WALLS PER ABOVE, VNLE55 NOTED OTHERN15E ON PLANS m 1=5ET FOOTING BEAtiRING DETAIL � mNCxG=�F ALC+ M&K project number: 181-17006 8" CMJ BLOCK BEYOND R4.1 FI -FOIL OR project mgr; S D I EXTERIOR DOOR EQUAL OVER 3/4" drawn by: miS FURR STRIPS issuedate: 05-02-17 MTL. THRESHOLD3 Y2° GONG. SLAB W SET IN SEALANT WWF OR FIBERMESH REVISIONS: REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date: Initlal: (SEE PLANS) I_ 09-25-17 MK ;• . ,4 d a :. - . III—III—III—III— 11-09-17 MK '' III—III—III—III=Iii —11 MEI I I—I I1=1I I I I 1=1 I MI I I-111-'' 12-11-17 MK i--111—III—III—I I ' : • .• ' • • '.11=TI 1=1 I I—_I � 1- '—III—IIi—Ilf III—i I I—I i d I I—III T I—III—III GLEAN COMPACTED' I =III FILL 0 q5% STANDARD -1.7n 1 DENSITY AND TERMITE 711 I=11 I—I 11=1 1=1 I I III_ ' III=III—III--i I I—III-1''- MONOLITHIC TREATED III =T=1 I i FOUNDATION W/ (2) #5 HORIZ. 1'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY OGGURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS LU ENTRY DOOR DETAIL ° 8 C z 8" CM) BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO FURR STRIPS ck BOND BEAM. SPLICE ry TO BE MIN. 30" '. _ 3Y2" CONC. SLAB w/ �-•� w' GROUT CELL SOLID WWF OR FIBERMESH T.T PORCH SLAB REINF. OVER 6 MIL w (SEE PLAN) °al VAPOR BARRIER T�T--T1� d . .. .:, :.' d �• �•. " I—IIi-111—I I 1—III J e I—III-11I-11� _� ' I=1 I 1=1 —I I •' a � • • :4. =1 I 1=1 I 1=1 I I ; .I I' � � � `. EXP JOINT =11 I=1 I --a "'-4 .a. 'a I II—II'lIl—=IIII-1I_1II 0� —111111 I � =1 I i=1 I=III=1 I fT— MONOLITHIC 1i1 GLEAN111 i I I I I I�—LIII t i l III , .1 FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. 0 q5% STANDARD 11-0" CONT. ON CHAIRS �--1 0 DENSITY MIN. 0" MIN. COVER) Q WHERE 2ND STORY Z z OCCURS FTG. SHALL BE 1'4' WIDE w/ (2) #5 BARS 0 EXTERIOR INALL ® PORCH SLAB DETAIL LL CL 0 12_ sheet: SD• BREAK FACE SHELL TO ALLOW FOR 5LAB GRADE ROUT 50LIP —III—III BELOW SLAB DOWN 11— TO FOOTING (I) #5 DOWEL W/ 6" 12"xlb" CONT. CONT. HOOK (SEE PLANS e . ' :: FT6. W/ (2) #5 HORIZ. FOR LOCATION) rONT.N CHAIRS (3" ,. e d •.d MIN. O I I DROPPED &RAVE DETAIL SLAW: WS seal „ • ° W,1 Y � INTERIOR° Y2" GYP. BD. EA. 51DE a , g°I~ o OF 2x415 0 16" O.G. I ���� "•v R. , % FASTEN W/Y4"W' LONG TAPCONS ���e��sCA��g GArRMSE 0 2'-W O.G. AND 12 MAX FROM A 2 1/4" END OF WALL ('UNLESS NOTED 1 1/2" OTHERWISE ON PLANS) © copyright : MULHERN & KULP 5TU0 PLATE TIES 0 STUD Structural Engineering, Inc, y PT BOT. PLT. I TOP 4130T. OF NOTED ON PLANS) co a q •' o•e •.d, a NpNpQ O d W •E a .a E (2) #5 HORIZ.10tO '� . I •' a CONT. ON CHAIRS lo.Z r. (3" MIN. COVEW N AS o W+r T cd N E UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT •- d REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE _.I c 8 ANCHORS AT BEARING WALLS PER ABOVE, VNLE55 NOTED OTHERN15E ON PLANS m 1=5ET FOOTING BEAtiRING DETAIL � mNCxG=�F ALC+ M&K project number: 181-17006 8" CMJ BLOCK BEYOND R4.1 FI -FOIL OR project mgr; S D I EXTERIOR DOOR EQUAL OVER 3/4" drawn by: miS FURR STRIPS issuedate: 05-02-17 MTL. THRESHOLD3 Y2° GONG. SLAB W SET IN SEALANT WWF OR FIBERMESH REVISIONS: REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date: Initlal: (SEE PLANS) I_ 09-25-17 MK ;• . ,4 d a :. - . III—III—III—III— 11-09-17 MK '' III—III—III—III=Iii —11 MEI I I—I I1=1I I I I 1=1 I MI I I-111-'' 12-11-17 MK i--111—III—III—I I ' : • .• ' • • '.11=TI 1=1 I I—_I � 1- '—III—IIi—Ilf III—i I I—I i d I I—III T I—III—III GLEAN COMPACTED' I =III FILL 0 q5% STANDARD -1.7n 1 DENSITY AND TERMITE 711 I=11 I—I 11=1 1=1 I I III_ ' III=III—III--i I I—III-1''- MONOLITHIC TREATED III =T=1 I i FOUNDATION W/ (2) #5 HORIZ. 1'-0" CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY OGGURS FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS LU ENTRY DOOR DETAIL ° 8 C z 8" CM) BLOCK R4.1 FI -FOIL OR EQUAL OVER (1) #5 FROM FTG. TO FURR STRIPS ck BOND BEAM. SPLICE ry TO BE MIN. 30" '. _ 3Y2" CONC. SLAB w/ �-•� w' GROUT CELL SOLID WWF OR FIBERMESH T.T PORCH SLAB REINF. OVER 6 MIL w (SEE PLAN) °al VAPOR BARRIER T�T--T1� d . .. .:, :.' d �• �•. " I—IIi-111—I I 1—III J e I—III-11I-11� _� ' I=1 I 1=1 —I I •' a � • • :4. =1 I 1=1 I 1=1 I I ; .I I' � � � `. EXP JOINT =11 I=1 I --a "'-4 .a. 'a I II—II'lIl—=IIII-1I_1II 0� —111111 I � =1 I i=1 I=III=1 I fT— MONOLITHIC 1i1 GLEAN111 i I I I I I�—LIII t i l III , .1 FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. 0 q5% STANDARD 11-0" CONT. ON CHAIRS �--1 0 DENSITY MIN. 0" MIN. COVER) Q WHERE 2ND STORY Z z OCCURS FTG. SHALL BE 1'4' WIDE w/ (2) #5 BARS 0 EXTERIOR INALL ® PORCH SLAB DETAIL LL CL 0 12_ sheet: SD• 0 II (4)23/8"X0.113" R.5. TOE NAILS OVERFRAMING ROOF SHEATHING 23/8'x0.113 R.S. NAIL5 0 6" O.G. FASTEN 2x P.T. WALL PLATE/ END P.T. VALLEY 5ET STUD TO GMU WALL w/ Y4" x 4" LONG OVERFRAMING TRU55 (EDGE NAIL) TAPGON 5GREW5 0 16" O.G. 0 INT. 2x INTERIOR WALL 23/8'X0.113" R.5. NAILS 0 6" O.C. SHEARWALL END - 5EE PLAN FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — .''.:+Ili KI CLIP 25" MAIN ROOF TRU555 L #5 CORNER BAR GROUTED CELL TYP I CALL OVERFRAM I NG SHEArRAALL INTERSECTION TYP. CORNER VERT. WALL CONNECION17ETAIL RE I NFORG I N6 DETAIL CONNECTION DETAIL AZ' P.T. CL OF OPENING CENTER BUGK (1) #5 IN - BOND BEAM • r -F T -- I---------------- • Y2"DIA. J -BOLT I (5EE BELOW) (I) #5 BAR IN PRECAST LINTEL 2X4 P.T. TOP BUCK (2) #5'5 VERTIGAL IN GROUT FILLED • CELL. IN WALLS GREATER THAN 30" 0 2X8 P.T. BUCK EACH } WIDE, ONLY (U #515 REQUIRED4 51DE OF OPENIN6. (I) #5 VERTICAL IN GROUT FILLED CELL v PROVIDE (5))/:2" DIA. J -BOLT'S W/ 5Y2" 10 • EMBEDMENT AT EACH DOOR BRACKET, (IF REO'D PER PLAN) EACH 51DE OF DOOR. PROVIDE (1),V2" x 3�e' THICK WA5HER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE GROUT FILLED 0'-O 5PAGED APPROXIMATELY 24" O.G) — — # — — T Fi✓• \./ PROVIDE OF DOWELS 0 5LAI3 O FIN. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE PROVIDE Y2" DIA. x 6 Y2' LON6 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRU6TED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURIN6 GON5TRUGTION EARA &E DOOR 1�ERT. RE I WORD I N6 DETA I LK GARA&E DOOR BUCK 17ETA I L gGAl.4:: NTS SGALCi NT'S REFER TO CONNECTION REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J015T / RIM BOARD FOR FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (5EE PLAN) CONNECTION TO TOP PLATE I -JOISTS (5EE PLAN) BLOGKIN6 IF REQ'D, BY J015T MANUF. RIM BOARD OR BLKG\-l-JO15T5 PER J015T MNF. (5EE PLAN) REFER TO DETAIL 3/501.0 OR INTERIOR BR6. REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. 4/501.0 FOR SOLE PLATE WALL (5EE PLAN) 4/5DI.0 FOR 50LE PLATE WALL (5EE PLAN) CONNECTION TO CONCRETE CONNECTION TO CONCRETE TYPICAL INTERIOR BEARING WALL DETAIL TYPICAL INTERIOR BEARING HALL DETAIL W SGALCi g/�i"il-p" I'Cltt'CWDIGILm I'1tA m X WAW, 8/4"il'-D" seal:G. I I I Nim N•9® JLij 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) (4)23/8"X0.113" R.5. TOE NAILS OVERFRAMING ROOF SHEATHING 23/8'x0.113 R.S. NAIL5 0 6" O.G. FASTEN 2x P.T. WALL PLATE/ END P.T. VALLEY 5ET STUD TO GMU WALL w/ Y4" x 4" LONG OVERFRAMING TRU55 (EDGE NAIL) TAPGON 5GREW5 0 16" O.G. 0 INT. 2x INTERIOR WALL 23/8'X0.113" R.5. NAILS 0 6" O.C. SHEARWALL END - 5EE PLAN FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — .''.:+Ili KI CLIP 25" MAIN ROOF TRU555 L #5 CORNER BAR GROUTED CELL TYP I CALL OVERFRAM I NG SHEArRAALL INTERSECTION TYP. CORNER VERT. WALL CONNECION17ETAIL RE I NFORG I N6 DETAIL CONNECTION DETAIL AZ' P.T. CL OF OPENING CENTER BUGK (1) #5 IN - BOND BEAM • r -F T -- I---------------- • Y2"DIA. J -BOLT I (5EE BELOW) (I) #5 BAR IN PRECAST LINTEL 2X4 P.T. TOP BUCK (2) #5'5 VERTIGAL IN GROUT FILLED • CELL. IN WALLS GREATER THAN 30" 0 2X8 P.T. BUCK EACH } WIDE, ONLY (U #515 REQUIRED4 51DE OF OPENIN6. (I) #5 VERTICAL IN GROUT FILLED CELL v PROVIDE (5))/:2" DIA. J -BOLT'S W/ 5Y2" 10 • EMBEDMENT AT EACH DOOR BRACKET, (IF REO'D PER PLAN) EACH 51DE OF DOOR. PROVIDE (1),V2" x 3�e' THICK WA5HER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE GROUT FILLED 0'-O 5PAGED APPROXIMATELY 24" O.G) — — # — — T Fi✓• \./ PROVIDE OF DOWELS 0 5LAI3 O FIN. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE PROVIDE Y2" DIA. x 6 Y2' LON6 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRU6TED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURIN6 GON5TRUGTION EARA &E DOOR 1�ERT. RE I WORD I N6 DETA I LK GARA&E DOOR BUCK 17ETA I L gGAl.4:: NTS SGALCi NT'S REFER TO CONNECTION REFER TO CONNECTION 5PEGIFIGATION5 CHART ON 50.0 5PEGIFIGATION5 CHART ON 50.0 FOR J015T / RIM BOARD FOR FOR J015T / RIM BOARD CONNECTION TO TOP PLATE (5EE PLAN) CONNECTION TO TOP PLATE I -JOISTS (5EE PLAN) BLOGKIN6 IF REQ'D, BY J015T MANUF. RIM BOARD OR BLKG\-l-JO15T5 PER J015T MNF. (5EE PLAN) REFER TO DETAIL 3/501.0 OR INTERIOR BR6. REFER TO DETAIL 3/5DI.0 OR INTERIOR BR6. 4/501.0 FOR SOLE PLATE WALL (5EE PLAN) 4/5DI.0 FOR 50LE PLATE WALL (5EE PLAN) CONNECTION TO CONCRETE CONNECTION TO CONCRETE TYPICAL INTERIOR BEARING WALL DETAIL TYPICAL INTERIOR BEARING HALL DETAIL W SGALCi g/�i"il-p" I'Cltt'CWDIGILm I'1tA m X WAW, 8/4"il'-D" 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING seal:G. IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENINC6) ARE MET. Nim N•9® JLij 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ®f NaI< 9..6 NOTE5: Qy 0 N -•�-- BOND -BEAM ----_- „� I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, o w FASTEN BUCK TO MASONRY W/ (1) ROW OF W6 "x4" TAPGON5 6" FROM ENDS c� AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. '40�%4q��'"..ti a RECESSED 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. ���� � ®0N/N L, N w 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN THIS ®�4103PE51%,`'° HPADERT GA5E. } 3. ADDITIONAL 2X W00D BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X © copyright: MULHERN & KULP Structural Engineering, Inc. BUCKED OPENING, USE (3) ROWS OF 3"x0.131° NAILS STAGGERED ®12" O.G. d ? a EA. 5UG6E551VE K. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING a � IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENINC6) ARE MET. J '� JLij 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) c '' .� ROWS OF 2 Y2"x0.131" NAIL5 0 16" O.G. FASTEN WINDOW TO 2X PER WINDOW CE MANUFAGTURER'5 5PEG5. BUCK 5PEGIFIED c °' + m E BY WINDOW/DOOR MANUFACTURER a w � � c� DETAIL W` Al N 02�AIIIJICK U N w -NO— BOND -BEAM► ,.,-- --GONTIN. PRECAST HEADER ---`'� S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. —, GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WIN170W M,450NRYPIER 11ETAIL �+ n� N t/1 N � N 4 NOTES: L UTILIZE 2 -PART EPDXY OR OTHER EN61HEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 51MF50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN BLOW OR BRUSH CLEAN. HERE W project number: 5EE DETAIL 56 ON 3. FOLLOW MANUF. INSTALLATION 5TRUGTURAL PLANS FOR INSTRUCTIONS. 181-17006 ADDITIONAL CONNECTION FUTURE 5" A INFO NOT 5H0WN HERE CMU BLOCK#5 VERT. BAR To BE i roled mgr. SDI r' LOCATED PER PLAN drawn b DRILL 6" INTO EXI5T16 IN GROUTED CELL �' mis FASTEN EA. ROOF TRU55 TO GMU SLAB, EPDXY t DRIVE I I I w/ issue date: 05-02-17 51MP50N HT5MI6 TW15T STRAP. #5 DOWEL, PROVIDE FASTEN 5TRAP TO GMU w/ NA" MIN. 30" LAP 5PLIGE I I DIA. x 2Y4" LONG TITEN 5GREW5 \ I I z REVISIONS: PROVIDE MOISTURE BARRIER — I ( I date: initial: PLATE (51MP50N T55 OR 51MJ 0 , EACH TRU55. " 09-25-17 MK 11-09-17 MK PROVIDE 2x FLAT BLOGKING FIT GRADE 15E I I—I I III -111. TIGHT TO ROOF TRU55E5 ® EVERY=III=111=111—III :4. 11=III—III—I I I� I' 12-11-17 MK OTHER BAY FASTENED TO GMU w/ (3) - =III—III—III—III < I—III—III—I I I— Y4" DIA. x 3Y2" LONG TAPGON5. —III—III—I I I � • . a � . 1=1T_I=1 11- FASTEN BLOGKIN6 TO ROOF TRU55E5 I-III—III a III—I I- N/ (2) 3 Y4"x0.131" NAIL5 0 EA. END. ;I=III- -IIIH_III, ,III, ,III RETROFIT DETAILMISSED DOWEL RETROMT DETAIL P SGALCi 8/i'-0" WALCi NTS SIM. • CW STCM POK DIt01' W OWN W a I �i LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS LS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. ■ 0 SD2*0 JLij } O w � � Q� ° U N w � N d ? a LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS LS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. ■ 0 SD2*0 * PROVIDE SOLID SHIM BETW'N 13LK'6 6 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE BLK'G 15 GREATER THAN 0/2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT 2x EXTERIOR WALL DETAIL R. -5EE PLAN FOR SHEATHING * PROVIDE 5OLID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL 0. EXTERIOR WALL SHT'6. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM FA5TEN FLOOR 5HEATHING TO RUN CONTINUOUS FULL HEIGHT -5EE PLAN FOR 5HEATHING BOARD w/ 3"x0.131" NAIL5 ® b" O.G. BLOGKIN6 w/ 2Y2xO.131" NAIL5 ® b"O.G. AND GONNEGTION 5PEG5. EXTERIOR WALL 5HT'6. TO I Y8" 05B BLOCKING EVERY OTHER OF WALL FROM BOTTOM OF RUN CONTINUOUS FULL HEIGHT I Y8" FULL DEPTH 05B BLOGKING @ I-J015T5 BAY OVER SHEAR WALL. FASTEN TO RIM TO DOUBLE TOP PLATE OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL 05T BAY ONLY) - PER PLAN GMU BOND BEAM w/ 5IMP50N HETAI6 FASTEN 50LE PLATE TO RIM w/ EMBEDDED 5TRAP ® EA. PANEL 2Y"x0131" ®3" OG INTO 3"x0.131" NAIL5 ® 6" O.G. 4 5HEATHING RIM TO DOUBLE TOP PLATE FASTEN SHEATHING TO EA. BLOCK w/ (5) I 2" SOLE PLATE •—r- —J N W N � N Q " TO RIM w/ 2 2"x0.131 NAIL5 ®6 O.G. " " I. 2 Y2 x0.131 ®3 O.G. INTO 50LE-,:k#8 5GREW5 OR (5)2 "x0.131" NAIL5. Y2 FA5TEN EVERY 05B BLOCKING TO -•� G.. 181-17006 PLATE +, 5GHEDULE ON PLANS FOR 1 Ye" (MIN) 055 RIM BOARD FA5TEN TO EA. I-JO15T ® TOP 4 WALL. FASTEN TO GMU I -JOISTS I Y8" (MIN) 058 RIM BOARD. I-JO15T5 date: initial: BOTTOM CHORD W (2) 5,1/4"x0.131" 09-25-17 MK -PER PLAN FA5TEN RIM TO EA. BLKG X -PER PLAN CONNECTOR 5PEGIFIGATION5 NAILS ® 24"o.c. W/ (1) #5 CONT. PANEL w/ (3)3 Y4"x0.131" NAIL5 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO MIN. `IJ[2Y2"x0.131" PROVIDE 2x4 BLOGKING ® 3" O.G. INTO RIM ° 2x4 BRAGS w/2x4 2 Y2"x0.131" ®3" O.G. INTO RIM , '� — -- GLIP5 ® 32" O.G. BOARD BAY5 OF ROOF BOARD 4'-0' O.G. MAX. FASTEN FASTEN EVERY OTHER 1-JOI5T — FA5TEN RIM TO GMU BOND - FASTEN EVERY OTHER IJ015T (w/ WEB FA5TEN RIM TO GMU BOND —FASTEN EVERY 05B BLOCKING TO BOND BEAM w/ (1) 5IMP50N HETAI6 (w/ WEB BLOKIN6 BOTH SIDES) TO BOND BEAM w/ (1) 5IMP50N BEAM w/ 5IMP50N HETAI6 EMBEDDED STRAP. ®24„ O.G. BOTTOM GHORD5 6 B ) TO BOND BEAM BLOGKINOTH 51DE5 BEAM 5IMP50N HETAI6 w/ (48” O.G. MAX) * HETAI6 (48" O.G. MAX) * �ET ILH25A 4 (2)3¢I'x ,II�' TOENAILS w/ (1) 5IMP50N HETAI6 (48" O.G. MAX)* EMBEDDED STRAP 24" O.G. 3/4"=I'-0" I REINF. TO VERT WALL INF EXTEND INTO BOND BEAM ' B 8 GMU BOND BEAM VERT WALL REINF T BEAM 8" GMU BOND BEAM W1 (I) #5 CONT. EXTEND INTO BOND BEAM W/ (I) #5 CONT. 8" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 4 HORZ. REINF. 5PE05 SEGTION 21 S�GTION 20 SCALE: S/4«,II-0« SCAR= 8/4y11,�« 2x4 GAT5 ® I611O.C. FA5TENED TO GABLE END FASTEN 5HEATHING TO 2x4 2x4 BLOGKIN6 w/ TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8"X0.113" (3)3Y'4"x0.131" TOENAILS. PROVIDE (1) R.5. NAIL5 ® 4"O.G. TOENAILS EACH END 5IMP50N H3 CLIP OVERHANGS > 12" x x x GYP5UM BOARD—I'-4" MAX 2'-0" MIN FA5TEN ROOF 5HEATHING TO PER ARCH FOR FASCIA WITH 23/8"X0.113" R.S. FIREPROOFIN6I I (4) 3 Y4"x0.131" NAIL5 ® 611 O.G. SHALL BE i NAIL5 GABLE END VERTICAL WEB GOVT. 24" MIN RBNFORGING A5 REGURIED ONTO ROOF BY TRU55 MANUF. t LU WALL GON5TRUGTION — 2x FA5GIA PER 5TRUGTURAL PLAN -5EE ARCH •—r- —J N W N � N Q 5EE UPLIFT CONNECTOR 3Y4"x0.131" TOENAIL5 @ 12" CONT. RIMBOARD ATOP FA5TEN EVERY 05B BLOCKING TO -•� G.. 181-17006 2x 5HEAR WALL +, 5GHEDULE ON PLANS FOR D.G. CONNECTING BOTTOM WALL. FASTEN TO GMU issuedate: 05-02.17 REVISIONS: (48"O.G. MAX) date: initial: BOND BEAM w/ 5IMP50N HETAI6 EMBEDDED 09-25-17 MK - 5EE PLAN FOR W + C9STRAP CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE ® 24"o.c. W/ (1) #5 CONT. U) 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO FASTEN BOTTOM CHORD. OF L PROVIDE 2x4 BLOGKING DOUBLE TOP PLATE w/ (3) 3Y4"x0.131" TOENAIL5 GABLE END TRU55 TO TOP PLATE WITH 5IMP50N A35 2x4 BRAGS w/2x4 ® 48" O.G. IN FIRST (3) GLIP5 ® 32" O.G. T-BRAGE, SPACED @ BAY5 OF ROOF 4'-0' O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T' w/ 3 Y4"x0.131" TI6HT BETWEEN TRU55 FA5TEN BOTTOM OF 2x4 NAIL5 4 12" O.G. BOTTOM GHORD5 BRACE TO DBL. TOP �ET ILH25A 4 (2)3¢I'x ,II�' TOENAILS T I �___ �) N 1 N SCALE= 8/4 =I-0 BLO KrDRYhALL TO ING w/5GREW5 " /NAIL5 ®6 O.G. 3/4"=I'-0" I 8" GMU BOND BEAM W/ (1) #5 CONT. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 9!1K_T9/10w FA5TEN FLOOR 5HEATHING TO BLOCKING w/2Y"x0.131" NAILS ® 6"O.G. W GT ION ALE= 91404-0« II I-JO15T5 II -5EE PLAN I Ya" 055 RIM BOARD OR I -JO15T -SEE PLAN (1) 5IMP50N A35 CLIP ® 16" O.G. * PROVIDE 50LID SHIM BETW'N BLK'G 4 CONNECTOR IF BLK'G LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. seal:����� r Jt. ° 7124 Ir r FASTEN FLOOR 5HEATHING TO BLOW NG°•fir FA5TEN FLOOR 5HEATHING w/ 2Y2"x0.131" NAIL5 ®4"O.G. ��'°� ® 0'0' vi/ TO RIM w/ 2 Y2 x0.131 NAIL5 @ 4"O.G. I Ya' FULL DEPTH 05B BLOGKIN6 ® 48"o.c. ALONG © copyright: MULHERN & KULP WALL (15T BAY ONLY ON ONE Structural Engineering, Inc, 51DE OF WALL) 8 REINF. GMU WALL -VERT WALL REINF. TO EXTEND INTO BOND BEAM -5EE PLAN 3o SECTION i: °7/4Nm11_/1N •—r- —J N W N � N Q CONT. RIMBOARD ATOP FA5TEN EVERY 05B BLOCKING TO -•� G.. 181-17006 BOND BEAM w/ (I) 51MP50N HETAI6 +, drawn by: MJS WALL. FASTEN TO GMU issuedate: 05-02.17 REVISIONS: (48"O.G. MAX) date: initial: BOND BEAM w/ 5IMP50N HETAI6 EMBEDDED 09-25-17 MK 8 GMU BOND BEAM W + C9STRAP 12-11-17 MK ® 24"o.c. W/ (1) #5 CONT. U) 8 REINF. GMU WALL -VERT WALL REINF. TO EXTEND INTO BOND BEAM -5EE PLAN 3o SECTION i: °7/4Nm11_/1N •—r- —J N W N � N Q M&K project number: 181-17006 project mgr; S D I drawn by: MJS issuedate: 05-02.17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK W 0 S LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. � W J 0 W U) LL a C') N LLJ � N o Z z SD2ml