Loading...
3941 Saltmarsh Lp 18-909 (a)GENERAL NOTES: 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR 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 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. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -!6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR 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. 16TH 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. �ELLAN REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE T HEATED S.F. FIRST FLOOR SECOND FLOOR TOTi ELEVATION'S' 10021258 MULHERN+KULP 226 0r residential structural engineering-- ngineering-20 a W w Cl) 20South Maple Street, Suite 150 • Ambler, PA 19002 0 p215.646.8001 • mulhemkulpsum 0 . 'Z Q uw1 onlyndhu mt�dlarca.ryakr rel�edm �ELLAN REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE T HEATED S.F. FIRST FLOOR SECOND FLOOR TOTi ELEVATION'S' REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE T HEATED S.F. FIRST FLOOR SECOND FLOOR TOTi ELEVATION'S' 10021258 W 226 0r a W w Cl) 0 N 0 N 'Z Q J LOT 177 L ISSUE DATE: FOR REVIEW 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 —7 LAST SAVED BY: ZCM Q J m J W 0r a W w Cl) 0 N 0 N 'Z Q J SHEET NO: FL T=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 USEOFEXPOSED 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 =1NE OF SLAB ABOVE JF2 I LINE OF FRAMED WALL ABOVE r co 28'-0" 16'-0" 10'-0" 2'-0" 2'-2" 16'-4" 2'-2" T-4" 20'-8" 28'-0" SLAB P &1 /4" = 1'-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: Z Q PATIO SLAB J J W REINFORCE PER LOCAL o w Q M 2 � a a CODE AND ENGINEER'S a 0 o N bo N CO SPECIFICATIONS E0_ T_ co J a MAIN SLAB T NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ih ARE DIMENSIONED TO CENTER LINE. '- N T VERIFY UNDERSLAB .................... N CONDUIT AT 7\r KITCHEN ISLAND ............... ............................. —.—.—....—... ------ - --- — — ——...—.......—..._..... -::----:� .,.i ----- T T-10 1/4" 9'-11 1/4" 10'-2 1/2" ' M C............. ................... ....................................... ................ __. ......::. ......� ... � i i LA_ to 0 N o0 ..... ..... .�. ._.. .�. \p I t Li A -I CHW CV .................... r F2 0 8'-0" io 171-0" 3'-0" 20'-0" W PORCH SLAB CD a Uj REINFORCE PER LOCAL CODE AND ENGINEER'S s N SPECIFICATIONS N ao T T GARAGE SLAB 1'-4" 4'-8" 1'-4" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 0 io _U77 F1 2'-2" 16'-4" 2'-2" T-4" 20'-8" 28'-0" SLAB P &1 /4" = 1'-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: Z Q J J W Q M 2 � a a 0 Q N N N Z Q J a 0 SHEET NO: FL 0A WALL LEGEND 7777771 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/ 22X 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. 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 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 00 to 28'-0" FIRST FLOOR PLAN ELEV'S' 1 1 /4"= V-0"AT 22"X34" LAYOUT1 /8"=1'-0" AT 11 " X17" LAYOUT ° 4 .« . m MULHERN +KULPw residential structural engineering .0.. TATE OF C) 20 South Maple Street, Suite 150 • Ambler, PA 19002 �°"� ., L 0 R `V.. - e., 1` ®®` P215.646.8001 • mu/hemkulp com ®o® • • • ..... • :1 Mulhan+w}las pinkr�Yudueonywlh�s rot nrlr�ed ry otlbr Honwlm rd�led b atlbr dbdp�n�a. 1 FL 4.1 281-011 13'-1" 14'-11" 4'-10" 3'-8" 4'-7" V-51 /2" T-8" 5'-91 /2" 3050 SH 3050 SH 3050 SH 3050 SH Y N LOFT M. BED 1 0 8'-1" CLG. 8'-1" CLG. 1 yj BO 1/2" T-6 1/2" 5'-3 1/2" T-5 1/2" 71 /2" 5'-11 1/2" 3'-411 t. 2868 2868 Z =N W DN a = 2468 z ° 1ZF3 fD co Z 5 - 2868 LA Q " HVAC - - --- ,a 8'-1" CLG. BA 2468 --- _ 8-1" CLG. --- N r SLIDING N o - - - - - BYPASS 13 M o DOOR in T 32"X60" ch i - - - - - 34"X60' e N A 3 ,t 3'-21/2" 2'-511 9'-3 1/211f` I E (Dao c� - - - --1" CLG r LINEN ao co M AM M 2068 I F- — -1 1 N WIC 3 2468 I I ®� 8'-1" CLG. I °° c� t I �22X3J I , is - ----- 1� Ln in - ----- Q 2'-41/ " 4'-3 1/2" 11'-81/2" I L -- — -- — — — —— — —— _ J - ----- 246 2868 - 2868 CIA ,- WIC 2468 BED 3 8'-1" CLG. 8'-1" CLG. M BED 4 --- Cl) r � r 81-111 CLG. , U wic 11 24 8'-11 CLG. LLA 3050 SH I 3050 SH 3050 SH 3'-10" 18'-2" 2'-0" 2'-3 1/2" 5'-0 1/2" 6'-8" 12'-0" 1 4'-31 /2" 11'-81 /2" or 11, of 281-0" o L---------=-----------------� SECOND FLOOR PLAN ELEV'S' 1/4" = 1 -0 AT 22"X34" LAYOUT 1/8"= 1 -0 AT 11 X 17 LAYOUT 11 1 11 11 11 . 11 11 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 _T LAST SAVED BY: �Z a J J W V y N aZ CL CD M 0 � O N `L Z Q J a 0 SHEET NO: FL 1.1 ® ° 0 144MULHERN+KULF� p m residential structural engineering AT F m� 20 South Maple Street, Suite 150 • Ambler, PA 19002 a ,mry •° V, e �® p215.646.8001 • mulhemkulp.com °°° 0 R a •°�� �� CZ O 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 t outfrom the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z a J 2ND FLOOR PL. HT. J W C) Q Z F O — — — — — — — — — — — — — 2ND FL. WQW. HT. Q J a ''�, T LOFT BED 4 W � r- ,„ $ -1 CLG.. ,�' ,. 8,- 1 CLG. , it N / 2ND FLOOR FIN. FLR. — — — _ — __ + 1 ST FLOOR PL. HT. 1ST FL. WQW. HT. FAMILY N _ ; e 9'4" CLG. ,�' / _ M _bD m5 w ►-:: 7:: �I r 7' 17, __. . 1 =� — 1ST FLOOR FIN. FLR. .................. ........ ......... �.........l............... ........... ............ ................... . ...... ...... ......... . ................ ................... ............. .............( I ......... . .. ..................... . Ii II ................... . . T. ............... ................... .................... ... i .......................i.. ► I BUILDING ....... .. SECTION'S' x1 . . . ..................I _. .................... ................... .....—............... ......—..-.. .............. ....... ►!-111-111 „ ..... I 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT ® ° 0 144MULHERN+KULF� p m residential structural engineering AT F m� 20 South Maple Street, Suite 150 • Ambler, PA 19002 a ,mry •° V, e �® p215.646.8001 • mulhemkulp.com °°° 0 R a •°�� �� CZ O 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 t outfrom the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z a J J W C) Q Z F O y N N Z Q J a 0 SHEET NO: FL 4.1 ALL WINDOW5 WHUbh UNtNINU Ib Ltsb I MAN L4 At5UVt 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 = T-4" U.N.O. ON ELEVATIONS I If TIONS 2ND FLOOR 7-1 U.N.O.ON ELEVA 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. ISI � MEN oilME 10 MM �e 12 12 5�—� �5 N �FASCIA E16 _2ND FLOOR PL. HT. _ _ 2ND FL. WDW. HT. . ---i ......... rI-----1 1 .......................... m•Ile • Nc 6 MULHERN+KULP residential structural engineering • at T c, �F « 20 South Maple Street, Suite 150 • Ambler, PA 19002 ;.m•«•� P215.646.8001 • mulhemku/pxom ���� �� °�4 0 R N���« Mem+ myadMs eol�le�dlryaher �edaol�►e�r�. 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: Z ELEVATION KEYNOTE LEGEND Q E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/44 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 E22 STUCCO SMOOTH SAND FINISH U.N.O. ISI � MEN oilME 10 MM �e 12 12 5�—� �5 N �FASCIA E16 _2ND FLOOR PL. HT. _ _ 2ND FL. WDW. HT. . ---i ......... rI-----1 1 .......................... m•Ile • Nc 6 MULHERN+KULP residential structural engineering • at T c, �F « 20 South Maple Street, Suite 150 • Ambler, PA 19002 ;.m•«•� P215.646.8001 • mulhemku/pxom ���� �� °�4 0 R N���« Mem+ myadMs eol�le�dlryaher �edaol�►e�r�. 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: Z Q J J W V fll 0a o > J N w N Z a la �l SHEET NO: FL 5.1 "c E IV co 1 A MULHERN+KULP 44 1 residential structural engineering !:�' E 20 South Maple Street Suite 150 * Ambler, PA 19M p215.646.8001 v mulhemkulpcom NM- %0 01 11111111100 WW+1W0hvMtWft pYn Iffousno*Whis 12 rdmtndagrotlbrYdan & rehWbdkfdiodpiks ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL 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 WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED JE19 STUCCO TRIM I E22 I STUCCO SMOOTH SAND FINISH U.N.O. "c E IV co 1 A MULHERN+KULP 44 1 residential structural engineering !:�' E 20 South Maple Street Suite 150 * Ambler, PA 19M p215.646.8001 v mulhemkulpcom NM- %0 01 11111111100 WW+1W0hvMtWft pYn Iffousno*Whis 12 rdmtndagrotlbrYdan & rehWbdkfdiodpiks — — — — — — — — — 41— — — — — — — — — 2ND FLOOR PL. HT. ............ I ................... .......................... ........... ................. ............. ............................. .................. .............. I ........... I .................. ..................... . ................... ..." .............................. ................................ 2ND FL. WDW. HT. .............. I .................... ............ ...................................... 6 ... . .......... ........... .............. ........... 4 .................................... ............. ......................... ............................ .......... .......................... ........................ ........... . . .. a5 ....... .. ... .. ....... ................................. ... ... .... ... ... ....... ... ............ I ........................ I ................................................................. .......... .......... ... .. .. .................................................... ..... .............. ..................... ........... ................................................... .......................................................................... - ..... ........... ............................... ...... ..... ... ..................... ... .. .... ............... ........ ...... ... .. ... ..... ... ...... .... ........................................... .......... ......................... ................................................................... ............................... I ....... ..... ................ 12 UJ 00 N0 Z 0 ui (D N W j 04 5 C%j 7: ...................................... ................ ............. ......................................................... .... ................................ ................................................................ . ..................................... ............... ................................ ................. .................... ........... ................................ .......... I ..................................................................... ....................................... ................................................... ............................................ ......................................................................................................................... ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE ❑ ................ ............................. ............................................ I ...................................................... ........................................ ............................... ..................................... ...................................................................... ............... ...................................................................................................................................................................................................... ............... ........................................................ ..................................... L ............................................ ........... FE 1-6] LO THE FINISH FLOOR AND WHOSE OPENING IS GREATER THANgj, 6" Cli 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE 12 E16 FASCIA 1011 ........... ............................................................... ............................................................ ...................................................... ........................................................ 3.5 ................................. I ................................ WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE cm ........... .................................................. . . ....... 2ND FLOOR FIN. FLR. 2016 FLORIDA RESIDENTIAL CODE SECTION R312.2. 1ST FLOOR PL. HT. 2ND FLOOR PL. HT. NOTES: 2ND FL. WDW. 1ST FL. WDW. HT. ............. .......... .................................................................................................................... I ................ ......................................................... ...................... ............ ............... ...................................................... ........................................................... ...................... .................................... ................................................. .............................................................................................................................................................................................................................................................. -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. ........... ................................................................... I ...................................................................................... ...................... ............................................................................... ........... ............................................................................................................................................................................................... ................................ 411 BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. E16 0) 04 ................................. ................................................................................................................................... .............................................................. 1.1- .............................. 1.11- ......................................... I .................................................................................... ................... .............................................. .......... ........................................................ I .......................... .......................................................................................................................................... I ............................... -WINDOW HEAD HEIGHTS: UJ CPI ... .-................... ....... . ...... .. .... .......................................................... ............................................................................................. ......................... E 13 1 '" ST FLOOR 7-4U.N.O. ON ELEVATIONS 0 0 .......................... ................. .............. ....................................................................................................................-.................................................................................... ......................................... ............ .........................................................."..................................................................... ..........................1 ..................................................................................... ............................................................................................................................................................................................ .................................. ...................... ................ 2ND FLOOR = 7'-1" U.N.O. ON ELEVATIONS cc 1ST FLOOR FIN. FLR. 3RDFLOOR 7'-0" U.N.O. ON ELEVATIONS. ............ .................................................................................................. I ............... .......... ................. . .............................. .............................. ......... ............... .. .. .. .. .. .. .. .. .. .. .... .. .... .................... ........................................ -ROOFING: PITCHED SHINGLES PER BUILDER. ................. ........................................ L"L .......................... ................... L ............ ................ ..................... ............... ... ..... .. ............ ........ .... .......... . ....................... ... ....... ... ................................................................................... .... ....... 11."""�.' ................................... ... ........... .. . . . . . . . . .............. 12 3.5 ..... ..... .... .......................... ............... ... .. .. .. .. .... .. .... .... ...... .. ......... .. ... ...... .. .. ... ..... .. .. ....... ............................ ......................... ................................. . ...... ................. . . ........... ............... . . 2ND FLOOR FIN. FLR -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS ........ ... ......................... ................. ........... ................ ........................................................ ..................................................................................................................... ...................................................... .............. SHOWN ON THE EXTERIOR ELEVATIONS 1019 I ST FLOOR PL. HT. E16 -ENTRY DOOR: AS SELECTED BY BUILDER AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 1ST FL. WDW. HT. -CHIMNEY 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY.E19, PTH OT -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S ,SM WRITTEN INSTRUCTIONS. M 'C� Im r '7 1ST FLOOR FIN. FLR. LEFT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 — — — — — — — — — 41— — — — — — — — — 2ND FLOOR PL. HT. ............ I ................... .......................... ........... ................. ............. ............................. .................. .............. I ........... I .................. ..................... . ................... ..." .............................. ................................ 2ND FL. WDW. HT. .............. I .................... ............ ...................................... 6 ... . .......... ........... .............. ........... 4 .................................... ............. ......................... ............................ .......... .......................... ........................ ........... . . .. RIGHT ELEVATION'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: I Z ....... .. ... .. ....... ................................. ... ... .... ... ... ....... ... ............ I ........................ I ................................................................. .......... .......... ... .. .. .................................................... ..... .............. ..................... ........... ................................................... .......................................................................... - ..... ........... ............................... ...... ..... ... ..................... ... .. .... ............... ........ ...... ... .. ... ..... ... ...... .... ........................................... .......... ......................... ................................................................... ............................... I ....... ..... ................ W�R UJ 00 N0 Z 0 > (D N W j 04 Z ...................................... ................ ............. ......................................................... .... ................................ ................................................................ . ..................................... ............... ................................ ................. .................... ........... ................................ .......... I ..................................................................... ....................................... ................................................... ............................................ ......................................................................................................................... 411 ❑ ................ ............................. ............................................ I ...................................................... ........................................ ............................... ..................................... ...................................................................... ............... ...................................................................................................................................................................................................... ............... ........................................................ ..................................... L ............................................ ........... FE 1-6] Cli 12 1011 ........... ............................................................... ............................................................ ...................................................... ........................................................ 3.5 ................................. I ................................ cm ........... .................................................. . . ....... 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. 1ST FL. WDW. HT. 0) 04 CPI '21.11 1 1 1ST FLOOR FIN. FLR. RIGHT ELEVATION'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: I Z W�R ip a N0 Z 0 > (D N W j 04 Z �J j SHEET NO: FL 5olA 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 19.20 int 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 N 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 =17 (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 X017 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 CALC. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1311 SF 314.72 int 629.44 int AREA 2 141 SF 33.89 int 67.79 int AREA 3 80 SF 19.20 int 38.40 int OW mm.° °a^ MULHERN+KULP ®� residential structural engineering tE A4®ate 20 South Maple Street, Suite 150 • Ambler, PA 19002 0 R \��a •smmmmm•9... \' '0 r OAyrdhtl Il�l[f bOdllflLS. ROOF PLAN 'S' 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8'"= 1'-0" AT 11 " X 17" LAYOUT 1-011 rYP. =AVE ;E 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: Z a J J W 0 Q 2 � a a 0 LL °o CO N N Z a J a SHEET NO: FL 5.1.2 c� w JCD 0 LL Q + w 0 PATIO; WP/GFI AT w A/C COND. z .... .......... Ov � W co 0 �, a WP/GFI ISSUE DATE: 10.02.17 FOR _ 0 o �W c _ REVIEW w cc 3 REVISIONS: ° a DINING _ m J W = d o = v 9'-4" CLG. M. B E D Q LOFT s'-1" CLG. Cl)Q J Z 3 m U_ 0 o Z b x w o Z W z _ s TV FAMILY „ 8 -1 CLG. :0 w ~ o �.13E 9'4" CLG. o j U STANDARD ELECTRICAL BOX HEIGHTS_ I.....................•............................................ . GFICE These drawings are the property of Starlight ......_�......... 1 �n� I 1st � .........................� Homes and are not to be WALL CABINETKITCHEN I` M q FL utilized for construction, or in in whole C copied part or 0 3 DN 8'-1' G. ,.� , , '� without permission from — - / I �, the builder. © 2016 LLi ........ .. ...... ......,., " I l HVAC I ,� ....., \ ............................... .•.... I , Starlight Homes 0 C'3 C'3 c --- - \I oI/ 1 BA I jM.B \ „ 8'-1" cLG. LAST REVISION W I I 9'4" CLG — n N — !—� `-' �_...•� o TO LIGHT CH I BED 2 _ -� ___ _ 1 W � .- =ABOVE - � � _. I I 9'-4" CLG. ............. ._....� q 3 1 CLG 1 -- a E WICI �, = Jco _ O BASE CABINET "o i IICE \� f _-_ � W. _.... / 8W I TO • t LAST SAVED BY: 30" HIGH VANITY q CABINET in . g = G N t I I .-1 I T ----I:....... S _.....,., _ �- .� �;"tS�.:...:::.:..:::::...� I LIGH N4 I I ATTIC I L SERVICE PANEL/ ELECTRIC METER - .- - I w. —SWiT - . - BEIM - _ L_ - -1 3 LL SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES CABINETS TELEPHONE/ TELEVISION / 3 WP/GFI SERVICE WP/GFI WH OVER BATH CABINETS OVER KITCHEN SERVICE BOX , PANEL �.._..� O •., ®� CELi \ I ,-._... ..._.....•.' J NOTES: WP/GFI \ - ~` PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL 3CODE PROVIDE AND INSTALL ARC FAULT -INTERRUPTERS (AFCI) L"/ '( NEC AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ) �/ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. \ \ �-J-" L-lC FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." � GARAGE ` '-1" CLG. BED 3 Cn ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. \ i- ' \ — ' BED 4........:_1A1:�.... 8'-1" CLG. Z PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY I o_ \ 8'-1" CLG. 8'-1" C G. J THE REQUIREMENTS O F ALL GOVERNING CODES. s Y NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL KEYLESS KEYLESS �. PO RC HI' CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. I GDO I O - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (DEDICATED CIRCUIT) 1• F_ HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. \, J ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS I I N 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 1 I I cm WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE I HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. 1 ( Z LEGEND: ©H CHIMES CEILING MOUNTED INCANDESCENT DUPLEX OUTLET � LIGHT FIXTURE q PUSHBUTTON SWITCH � � O CEILING FAN ADEQUATE SUPPORT) \. 1 ......... 1 (PROVIDE ry WP/GFI EXTRA DUTY WEATHERPROOF GFI� 110V SMOKE DETECTOR M DUPLEX OUTLET Y WALL MOUNTED INCANDESCENT HARDWIRED AND INTER- NTERLIGHT SO LIGHTFIXTURE CONNECTED W/ BATTERY CEILING FAN WITH INCANDESCENT GFI GROUND -FAULT CIRCUIT -INTERRUPTER BACK-UP// DUPLEX OUTLET FLNRECESSED INCANDESCENT LIGHT FIXTURE CO2 DETECTOR NTER OR CEILING MOUNTED L.E•D• FIXTURE ® HARDWIRED AND INTER- (VP) = VAPOR PROOF CONNECTED W/ BATTERY // \ LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) FIRST FLOO_' UTILITY S SECOND FLOOR UTILITY'S' HALF -SWITCHED DUPLEX OUTLET HALF-SWITCHEDBACK-UP 2 EXHAUST FAN (VENT TO EXTERIOR) THERMOSTAT 220V 220 VOLT OUTLET 0 �® GAS SUPPLY WITH VALVE 1 1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT J REINFORCED JUNCTION BOXPH TELEPHONE EXHAUST FAN/LIGHT COMBINATION ---PH HB HOSE BIBB (VENT TO EXTERIOR) FTV� TELEVISION WALL SWITCH ,g IJ ELECTRIC METER �W 1/4" WATER STUB OUT SHEET NO: 3 THREE-WAY SWITCH FLUORESCENT LIGHT FIXTURE L;�A ELECTRIC PANEL WALL SCONCE f4 FOUR-WAY SWITCH TECH HUB SYSTEM m6 DISCONNECT SWITCH FL 6.1 HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL TRUSSES __ 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK r -4 m MULHERN+KULP p E OF residential structural engineering I 20 South Ma le Street, Suite 150 • Ambler, PA 19002 P215.646.8001 • mulhemkulpxom m SAO ►� Aof III � ®��® pldham+K*hvmk vdlibpinfor� 4nQ*xdha r4tmbed&gaIle' 1m - m raWbdwdbdpinf 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: Z Q J J W a Cl) � a N N Z a miam SHEET N0: D=1 1 CONNECTION 5PEC I F I CAT I ON5 (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"4.131" NAILS 304.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/13LK'G. (1) NAIL 0 4" O.C. (1) NAIL o 4" O.C. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 6" o.c. TOENAILS 0 6" o.0 BLK'6. BTHN. 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 16" O.C. DOUBLE TOP PLATE LAP 5P1IGE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS • )12"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE 5HOHN) Window $ Door Allowable Wind Pre55ure5 140 MIH Wind zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 PSF/-28.4 P5F 16Garage Door +24.1 PSF/-26.8 PSF +24.1 P5F/-26.8 P5F 10 5QFT. +28.8 P5F/-31.2 P51F +28.6 P5F/-38.5 P51F 20 SOFT. +21.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 5QFT. +25.8 P5E/-28.3 PSF +25.8 PSF/-32.5 P5F 100 SOFT. +24.5 P5F/-26.4 PSF +24.5 PSF/-2q.c`1 P5F 500 SOFT. +21.5 P5F/-23.1 P5F +21.5 P5F/-23.1 P5F (DEnd Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height, but not le55 than 4% of least horiz. dim. or 3 Ft. FLOOR FRAMING • 1-JOISTS/TRUS5ES SHALL BE DE516NED BY MANUF, TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-J015T/TRU55 SHOP DH(55. SHALL BE SUBMITTED TO ARCH. 4 EN(5. FOR REVIEH AND APPROVAL PRIOR TO F=ABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3"0.131" NAILS 0 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAR WALL 5HEATHIN6 5PEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL wHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TEN I N6 5PEG I F I GAT I ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05E3 FA5TENED W PI 2)12 x0.131 NAIL5 @ 6 o.C. ALONG PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. 1/16" PLYWOOD OR 055 FASTENED W P3 2)12"x0.131" NAIL5 @ 3" o.C. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED HALLS W 1/16" PLYWOOD OR 05B FASTENED w/ 22,"x0.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND m 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED67E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN, 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"x0.131" NAILS ® I6"o.c. USE (S) %"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL PRANIN65 FOR ADD'1L HALL GON5TRUGTION REQUIREMENT5. 1. ALL EXTERIOR HALLS CONSIDERED FOR SHEAR WALL5. S. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7116" MIN. 055/PLYWOOD 5HEATHIN6 2416, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2/31/8"x0.113" RING SHANK (R5R5-0U NAILS (OR BETTER) 0 b" o.c. 0 PANEL ED6E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF E06E5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL E06E5 4 FASTEN W 2V2"x0.131" NAILS,® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN6'5 LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ U5P MTV412 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANOER5 SHALL BE SPECIFIED SY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEH AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 20 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION O I N CONNECTOR II � LENT< O SIMPSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG6(553 ALTERNATE) FLOOR FRAMING • 1-JOISTS/TRUS5ES SHALL BE DE516NED BY MANUF, TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-J015T/TRU55 SHOP DH(55. SHALL BE SUBMITTED TO ARCH. 4 EN(5. FOR REVIEH AND APPROVAL PRIOR TO F=ABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3"0.131" NAILS 0 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAR WALL 5HEATHIN6 5PEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL wHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TEN I N6 5PEG I F I GAT I ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR 05E3 FA5TENED W PI 2)12 x0.131 NAIL5 @ 6 o.C. ALONG PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. 1/16" PLYWOOD OR 055 FASTENED W P3 2)12"x0.131" NAIL5 @ 3" o.C. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED HALLS W 1/16" PLYWOOD OR 05B FASTENED w/ 22,"x0.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND m 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED67E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN, 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR HALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ %"x0.131" NAILS ® I6"o.c. USE (S) %"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL PRANIN65 FOR ADD'1L HALL GON5TRUGTION REQUIREMENT5. 1. ALL EXTERIOR HALLS CONSIDERED FOR SHEAR WALL5. S. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7116" MIN. 055/PLYWOOD 5HEATHIN6 2416, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2/31/8"x0.113" RING SHANK (R5R5-0U NAILS (OR BETTER) 0 b" o.c. 0 PANEL ED6E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF E06E5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL E06E5 4 FASTEN W 2V2"x0.131" NAILS,® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN6'5 LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW w/ U5P MTV412 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANOER5 SHALL BE SPECIFIED SY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEH AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 20 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (w/ 55TBI6 A.B) LENT< b HD -2 SIMPSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG6(553 ALTERNATE) 15' 51MP50N H2.5A 51N6LE ROOF TRU55 BEARING ON N y � SPAN HEADER WOOD STUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ -� 3.5"x55" AFP 1.6E SHORT > 15' 51MP50H HIOA ROOF GIRDER TRU55 BEARING ON ALL. 51MP50N HT520 HOOD STUD WALL/Y4000 BEAM H4x10 35'xg5" AFP I.6E SHORT 51NGLE ROOF TRU55 OR PORCH ALL. 51MP50N HETAI6 BEAM BEARING ON CMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 YV/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON CMU WALL LLJ 5PAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TEP ABOVE, HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION 1-10-1 51MP50N HTT-4 HOLD-DOWN (w/ 55TBI6 A.B) (2)2x6 b HD -2 SIMPSON M5TG66 STRAP TIE (24" END LENGTH) (M5TG6(553 ALTERNATE) 3.5"x5.5" AFP IbE SHORT LEGENP 9 INTERIOR BEARING WALL • _ _ _ BEARING HALL ABOVE • - - - - BEAM / HEADER 0 LOCATION AND EXTENT OF SHEAR HALL I: :1 EXTENT OF OVERFRAMING L INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DE5CRIPTION LABEL DESCRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/1`106 J4- CL C: 3.5"x5.5" AFP IbE SHORT D� 1/2" PLYNO FLITCH PLATE N y � SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x55" AFP 1.6E SHORT Z 1/2" PLYWD FLITCH PLATE M&K project number. SPAN HEADER (2)2x10 OR 5YP #2 PV 2 =PLYYV H4x10 35'xg5" AFP I.6E SHORT drawn by: C DV 1/2FLITCH PLATE issue date, 07-06-17 SPAN HEADER (2)2x12 2 2x12 5PF OR 5YP #2 YV/ H4x10 35"xq5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE LLJ 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, ANTHONY FOREST PRODUCTS (AFP) I bE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER 5UB5TITUTION 56HEOULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADERS HAVE THE FOLLOW1146 MINIMUM PROPERTIES: E = 1,600,000 p51, Fb = 1,500 psl, Fv = 1755I, Fc -perp = 650 p51. 3. AFP 1.6E 5HORT5PAN HEADERS MAY NOT BE 5UB5TITUTED 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 BEEN DE516NED IN RGGORDRNGE WITH THE 6th EDITION (2017) FLORIDA BUILDING GODS (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WH15PERIN6 RID6E 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDH,4M PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION S APPROVAL FROM MULHERN d KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD 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 P5F 0 SLEEPING AREAS = 50 P5F 0 GARAGE DEAD = 10 P5F (20 PSF TOTAL ® TILE) HIND ULTIMATE HIND SPEED $ EXP05URE A5 LISTED R15K GATE6ORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 I6" D.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x4 SPF OR SYP '5TUD' 6RADE LUMBER 0 Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). 51N6LF TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (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 5TRUGTURAL 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 H/ 3-ROH5 OF 3"0.131" NAILS 0 12" O.G. 5TA661ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"x0.131" NAILS 0 16" O.G. 5TA66ERED, APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TD GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL HOOD FRAMED EXTERIOR HALLS W 1/16" 056 FASTENED w/ 2Y2"x0.131"NAILS 0 6" O.G. ® EDGE5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • 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 ROH5 OF 3"0.131" NAILS 0 6" 0/6 OR 2 ROH5Y4"x3Y2 51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5CREH5) 0 16" O/G. USE A MINIMUM OF 3 ROHS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/SGREH5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OFY4"xb" 51MPSON SDS 5GREHS (OR 6 3/4" TRU55LOK 5GREHS) 0 Ib" O/C. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM EDGE, A 50LID 7" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR NALL STUDS IN CONTACT w/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal, 1/15/2015 �r 5 CIA. P°WEAN00 ® 4 0 A . E s 01 ae��ae®a�b © copyright ; MULHERN 6 KULP Structural Engineering, Inc. a rn N m c a Z: 11-09-17 MK 12-11-17 MK LL .0 �. y LU i CO cn J4- CL C: D� N y � 0 Z z M&K project number. 181-17014 project mgr SDI drawn by: C DV Wx issue date, 07-06-17 REVISIONS, date: initial: 11-09-17 MK 12-11-17 MK (n W H 0 Z z J J U. Wx LLJ H d � U 2 O D 0 a z (.0 L0 N O 28'-0" I6'-0" 10'-0" SOLO PORCH 5LA13: 3 1/2" GONG. SLAB ON 6RADE (2500 P51 MIN) w/ 6x6-WI.4xHI.4 I N MESH OR FIBER MESH ON 15% COMPACTED FILL OR VIRGIN 501L I I � SDI.0 I111DI.O 2'-011 J D2. 2'-411 16'-0" 20'-8" 28'-0" 5LA15 �OUNDAT I ON FLAN 22x34 5CALiE: 1/4"=11-011 EL.EVS. 5, T, U 11x1'1 BCALE: 1/5'1=11-0" 2'-411 J I TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN AGGORDANGE WITH THE FBG R3I8 AND ALL RELATED 5UBGATEG0RIE5. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51% A NON-GORRO51VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 5HALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA51-1 BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKE5 OR ON A ROOF= ABOVE ANOTHER ROOF HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I SIMPSON HTT-4 HOLD-DOWN (w/ 55TBI6 A.B) HD -2 SIMPSON MSTG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) (01-011 41-01 1 �— W 5.6.D. RECESS PER J � 0 x MANUF. IN5TRUGTIONS Q H CONCRETE SLAB: 3 112" GONG. SLAB ON GRADE z (2500 PSI MIN) W 6x6-WI.4xHI.4 MESH OR FIBER MESH OVER 6 Z J LL MIL. POLY ON 15% COMPACTED 0w ° FILL OR VIRGIN SOIL D Ld0 � u, � 0 V- N O SEE BLOCK PLAN FOR N I VERTICAL BAR LOCATIONS I 5DI.0 I I 5DI.0 r m m 13'-2" 14'-10" e. I I ao I= N 20"x20"x20" GONG. 4 FTO. HD 501.0 I 5 6'-1 1/2" 5D1.0 K-10 1/2" 8 PROVIDE N' DIA. x 5" LONG 5DI.0 - TAPGON5 ® I6" O.G. II L_ _ _, REAR OF GARAGE I _ 2 GARAGE 5LA13: 3 1/2" GONG. 5LA13 ON GRADE I (2500 P51 MIN) W 6x6-WI.4xNI.4 - 1 I MESH OR FIBER MESH OVER 6 N I N MIL. POLY ON 15% COMPACTED L.- —� SDI.O r — FILL OR VIRGIN 501L _ L_ _ J 'I m_N L24".124"xb"j PAD FTG. I >L o I 6 � 2 5DI.0 I J D2. 2'-411 16'-0" 20'-8" 28'-0" 5LA15 �OUNDAT I ON FLAN 22x34 5CALiE: 1/4"=11-011 EL.EVS. 5, T, U 11x1'1 BCALE: 1/5'1=11-0" 2'-411 J I TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN AGGORDANGE WITH THE FBG R3I8 AND ALL RELATED 5UBGATEG0RIE5. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51% A NON-GORRO51VE GLAMPIN6 DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOWN5POUT5 5HALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA51-1 BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJEGTION EXGEPT FOR GABLE END RAKE5 OR ON A ROOF= ABOVE ANOTHER ROOF HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD -I SIMPSON HTT-4 HOLD-DOWN (w/ 55TBI6 A.B) HD -2 SIMPSON MSTG66 STRAP TIE (24" END LENGTH) (M5TG66B3 ALTERNATE) GENERAL STRUCTURAL NOTES FOUNOATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GODS. • FOOTING DE51614 THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. THE5E F=OUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RESISTANCE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 316. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 26 DAYS, U.N.O.: F'c = 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LA135 ON GRADE (INTERIOR $ EXTERIOR) Fly 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA55 ON GRADE 5HALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRA( K5 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/g" A65REGATE • GONGRETE MA50NRY UNITS 5HALL BE ASTM GcI0 WITH A MINIMUM GOMPRE551VE 5TRENGTH OF ICIOO P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • REINF=ORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH F=OOTING DOWEL. • GROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2015 ca 7 ? A � a� �4� ro lee Ie�m,dm�ma®n,n © copyright: MULHERN & KULP Structural Engineering, Inc, a rn c c t[ a c W E Zm N +) CD J � :2 V1 Co N N N a MW project number: 181-17014 Projed mgr SDI drawn by: G DV Lzuedate: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet'RIGHT HAND s�.o H S Cz �— W J � 0 x Q H z 0... Z J LL 0w ° D Ld0 � � 0 V- N O REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet'RIGHT HAND s�.o 4 D2. START 2'-0" 15LOGK PLAN 22x34 SCALE: 1/4"=1'-0" 110 SCALE: MB -3 18'-8" ­�nl all ELEVS, 5, T, $ U r a N MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO GROUT PRECAST LINTEL W ::. 6ROUT BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. � I I EMBEDDED REINF. MB -1 MB -2 m� m� Al TOP REINF. TOP REINF. M13-2 VERTICAL ----- SHEAR TIES _ GROUT GROUT ® BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REIN. PRECAST LINTEL W � � I I EMBEDDED REINF. APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO., 1� NOTE5: THI5 A55EMBLY REQ. MB -3/ MB -3A MB -4/ MB-46TE ARES sscHr MB4& LINTELS, LINTEL5 DE516NATED WITH AN M"A/46 SHALL BE CON5TRUCTED THE SAME A5 M"/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4' TO I'-2' BY FIELD CIMIN6 THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF 514ALL RUN CONT THRU TOP LINTEL 001,R5E. MASONRY LINTEL OETAI L5 REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 81`8-o8/0T ----- ----- M13-2 81`8-I13/0T ----- (U #5 M6-3 81`16-113AT 1 (1) #5 (1) #5 #3 VERTICAL TIES a 4"o.c. w/ M&4 81`16-28/IT (I) #5 (2) #5 180 DEGREE HOOK TSB APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. DO NOT OUT OR MODIFY PRE5TRE55ED LINTELS. 4LALLL�LINTEI_5 EINFORCEMENT 5HALL BE GRADE 60, f9=60 k5i Lib. 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R3I8 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM NALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORRO5IVE GLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATIOW5PRINKLER 5Y5TEM RI5ER5 FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL D15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL N0T7:5 FOUNPATION • DE51611 15 BA5ED ON bth EDITION (2017) FLORIDA BUILDING CODE. • F=OOTING DESIGN - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E F=OUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL IS PRESENT, THESE F=OUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT N/ CONCRETE OR MA50NRY F=OUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GoRRo5ION-RE515TANGE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONGRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 26 DAY5, U.N.O.: Pc = 2,500 psi:....... F=OOTINGS 2,500 p51:....... SLAB5 ON GRADE (INTERIOR t EXTERIOR) fy = 60,000 psl ...... REBAR • ALL CONCRETE= EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDOE5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O -G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G47b F'c=3000 P51 W MAX 3%4" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GgO WITH A MINIMUM COMPRESSIVE STRENGTH OF I g00 PSI (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G270, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) 5HALL 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 SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF NALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: 1/15/2015 10 °V "'' °�' �• ��m Q copyright : MULHERN & KULP Structural Engineering, Inc, rn E c a_ c as E a N • Z� +� _J a • CL C D ;o Uf N M&K project number. 181.17014 project mgr; S D I drawn by: G D V issue date; 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES LOLM z U)z J z LL �W x� 6LLIo � 0 2 c0 � M N O sheet: RIGHT HAND MONO ROOF TRU55E5 0 24" O.G. mil Ioft 1®1 Aut AftPn fmP05 A l 1I i I f e5I A k I 22x34 SCALE: V4"=1'-0" 110 SCALE: I/5 I'—oil ELEY5. 5 $ U FAIL REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULESS360 sheet'RIGHT HAND seal: 1/15/2018 H R 0 •n••na �p � g� ®Oy"`w.� .^nIN u• E�M}"4 fid' .Y S ♦�`i® ♦ ®0 78 •`n N O C3' "fib n ATE O. d®�� fJ W © copyright : MULHERN & KULP Structural Engineering, Inc. Com'' 0 x C J � Q Z) N C Q CLS H. ca Za Cn N� UQz C � D NCO 04 X N CL N IV CL M&K project number. 181.17014 project mgr: S D I drawn by: G D V Z issue date. 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULESS360 sheet'RIGHT HAND 00 H 0 � Z S L- N O C3' �— W Com'' 0 x Q H. Cn UQz CL 0 Z Z J ° p� w � 5 LLI 2 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULESS360 sheet'RIGHT HAND 00 a 0 � Z L- N O REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULESS360 sheet'RIGHT HAND l' -oil l I -o° !,00 FRAMIN6 PLAN 2x34 SCALE: V4"=1'-0" ELE\/ATION 5 11x11 SCALE: I/8 -I -0 seal 1/16/2018 IN 7 ° 0 T kir N Vie- © copyright ; MULHERN & KULP Structural Engineering, Inc. Z)r cCU a W N 5 CD c Dro N 0 Lei CO N Q M&K project number. 181-17014 project mgr, SDI drawn by: G DV issue date: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND S4*0 H C.3 N � W d S VI VI z z Z J o d w a LL 0� Q 0 X C�J No REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND S4*0 d- N C i I O 6" CMU BLOCK 8" CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FT6. TO (V #5 FROM FTG. TO EQUAL OVER �/4" BOND BEAM. SPLICE FURR STRIPS TO BE MIN. 30" BOND BEAM. SPLICE 6ROUT CELL 50LID TO BE MIN. 30" 3Y2 GONG. SLAB W/ " GROUT CELL 50LID WWF OR FI'BERMESH REINF. OVER 6 MIL. VAPOR BARRIER } d MATCH GMU LEb6E :t .-• PER 1/501.0 :v �'L a •� 4 °• '°'. r�EIIHIIII �'GRADE ° =III -I I fI Iea =II_o z -III-III-III I I I -III -I I I- ►- � ' � III=III=III ° ° .° • .. I.=1T_I-11I_- `- � � � I -III -III -I I . � • � �� I I -III -III= I. LI L -III e :.III-III=1 I=III I I I III -III I I i -_I I' _i I: 1LI 1I1=III-I1I-=. _ III-III=III-Il1- I I I I - ! I MONOLITHIC GLEAN l'171 1 I �= T -i I I• -MONOLITHIC GLEAN COMPACTED FILL I,,Q„ (2) #5 HORIZION. VJ/ COMPACTED FILL I�_O�� FOUNDATION W/ e q5% STANDARD (2) #5 HORIZ. o q5% STANDARD (2) #5 HORIZ. DEN5ITY MIN. CONT. ON CHAIRS DENSITY MIN. CONT. ON CHAIRS (3" MIN. COVER) (3" MIN. COVER) WHERE 2ND STORY WHERE 20 STORY OGCUR5 FT6. SHALL BE OCCURS FT6. SHALL BE 1'4' WIDE W (2) #5 BARS 1'-4" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL111T 1L FILLED CELLS (SEE PLAN) >.. 4" GARAGE N Top VIEW NON -LOAD BRO. WALL @CORNER F GAtRAGi.. INTERIOR�-.��OARAOE WALL W Ys" GONG. SLAB t j 411 T' '• I A� � :.. • a • . -ITI-I I I -III -III I -111-I 11_1 11 1 I I -I I I -I � I• =III=1 I I=1 III -III I I 1=1III-I I I I I I' =1 11=1 =1 11=1 11=1 11=1 I I -i I I -I I' 20"0' THICKENED -I I I=I -III -III -I11 I I•=III=I I I -I I �-111=111; E06E W/ (2) #5 CONT. -III f-1 I I -III (1) #s CONT. w/ 6 I I, I I I .I II I- T=1 11=1 11=1 3" MIN. COVER OFFSET FOOTING NONBEARING PETAL (D_TllGIN111 �11161 @ (IA AGE POOR PETAL NM F6.5PIEG5 SLOPE I RECE55 o SLIDING 6LA55 OR. + d .° . all GMU BLOCK •° .. a '. SILL FORMED ON 517E (1) #5 FROM FT6. TO R4.1 FI -FOIL OR BOND BEAM. SPLICE "'' EQUAL OVER V4" EXP JOINT e TO BE MIN. 25"FURR STRIPS GROUT CELL 50LID —3)2:"' GONG. SLAB W/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER SLOPE SILL FORMED ON 51TE 3Y2" GONG. 5LAB — ... (2500 P.5.1) YV 6x6 10/10 W.W.M. AND 6 MIL. _ ° VAPOR BARRIER — `� — — e .:: m I GRADE _ITI=1 I I -I 11=1 I I- I' I I_I I I -III I I S -I I -III -III d ILI-III-III__T- °° '.. Z TI � I -III -I I' L' � _ I� I I -III -j I f 1 -III EXP JOINT 4.4.. a ' 4 .::. -III=III-I III I=-� �I ... • • '° d F6 5 -CS I •— — --11� I T� p✓G CHASE PVC 111- SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE EXTERIOR OUTSWING 4 56P POURED SILLS DETAILGHCHASE DETAIL 10 q saax= RISse,�.le= $11% Y2" GYP. BV. EA. 51DE OF 2X'5 o 16" O.G. 5TUV PLATE TIES 0 STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/Y4"W' LONG TAPCONS 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTNERW15E ON PLANS) ° .e •. '' a .: " ° —_ —_ I -III -III -III• -4 e . • ; III -III -I ;III -III -I i I -III ! d" I I -III -I 11=1 I L� '-III-III-III-I I -III-III-III I -III -I I i ' a 11 all I—I I hIT1=III III -III III -III I -I Ir CONT. ON CHAIRS 0" MIN. COVER) WHERE 2W STORY OCCURS FT6. SHALL BE 1'-8" WIDE W/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIP5, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UWE55 NOTED OTHERWISE ON PLANS INT. BEARING HALL FOOTING 17ETAIL 8"x8" THICKENED SLAB W/ (1) #5 CONT. WAI", M 0111GIN111 EDGE DETAIL L MIN. (3 co WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIVE W/ (2) 05 BARS W )�NRY POOR U�T,41L 8" GMU BLOCK ,—PROVIDE 30" MIN. LAP SPLICE (I) #5 VERT. IN 8" CM BLOCK 3Yz" GONG. SLAB w/ 124.1 FI -FOIL OR 6ROUTEV CELL, FULL WWF OR FIBERMESH ;: EQUAL OVER UQ n HT. (SEE PLANS FOR REINF. OVER 6 MIL. (FURR STRIPS " <i LOCATIONS) VAPOR BARRIER BOND BEAM. �" ►—I ° ° • °', d e : TO BE MIN. 30° 3Y2" GONG. SLAB W/ �--� GROUT CELL SOLID WWF OR FIBE12MESH 1= r REINF. OVER b PORCH SLAB N e VAPOR BARRIERIL (SEE PLAN) i 11= -i •� w � BREAK FACE ... e•e: ; •.:'•' • ''' ': .' ' , ... , SHELL TO ALLOW FOR SLAB ° e I-ITI-III-III-I =1 I I=1Tf=-I III ; .I I' -LL EXP JOINT I_L III Tl� I I II O ..: =1 f1 III " ' • • a III=11(=1 O 6RA E GROUT SOLID _ BELOW SLAB DOWN 1.=1 I I=IIIEJ f 1=I I I � I- 111— TO FOOT) =III III—III=L , , I MONOLITHIC w GLEAN '—I 11— FOUNDATION W/ COMPACTED FILL T=I'I I— (2) #5 HORIZ. (I) #5 VOWEL W/ 6" .. a: •. �, 12"xlb" CONT. CONT. o q5% STANDARD I -O CONT. ON CHAIRS 0 HOOK (SEE PLANS FT6. W/ (2) #5 HORIZ DENSITY MIN. (3" MIN. COVER) '%' FOR LOGATIOW ° CONT. ON CHAIRS 63" z O Q MIN. COVER) WHERE 2ND STORY `—� z OCCURS FTG. SHALL BE 1'4' WIDE W/ (2) #5 BARS O EXTERIOR AAL ® FORGH SLAB DETAIL LL CN 0 II PRopp�P GR,�P� DETAIL 12 L SGALC= NTS WAU_ sheet: SD1o0 Seal: 1/15/2018 ° ° ,!/. GENo INTERIOR 4° 7 Y2" 6YP. BD. EA. SIDE m OF 2x4'5 o 16" O.G. I ° A b A /�C FASTEN W/ V4"x5" LONG TAPGONS Fs f':j AISIE 0 2'-8" O.G. AND 12" MAX FROM 2 I/4" 1 1/2° END OF WALL (UNLESS NOTED"� OTHERWISE ON PLANS) ° • ®'<�� 6P3Di ' ®KULP ©� �E STUD PLATE TIES 0 5TUD Structural Engineering, Inc. y PT BOT. PLT. I TOP d BOT. (IF NOTED ON PLANS) 7• °'° ° •• e•e... a . •e AYI +N E (2) #5 HORIZ.�0 10" 10" _ a • Z CONT. ON CHAIRS (3" MIN. COVER) W 16- Cn 4- U) UPLIFT CONNECTORS SUCH A5 STUN PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT as c REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE .I :9 C ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS FOOTING DEARINCG DETAIL Uj 275ET M&K project number. 181-17014 6" CMU BLOCK BEYOND project mgr: SDI R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER 3/4" drawn by: C DV FURR 5TRIP5 issue date: 07-06-17 3 Y2" GONG. SLAB w/ MTL. THRESHOLD SET IN SEALANT WWF OR FIBERM L REINF. OVER 6 MIL. . REVISIONS: PORCH 5LA6 VAPOR BARRIER date: initial: (SEE PLANS) I :e 11-09-17 MK 12-11-17 MK _ _ _ _ : � � • ; '• '-III-III-III-III e.'. III-III-II1=1 I MI ' -III -LII -III III III -III -III -I I hI I' I I I -I I I -I 1I- 1511 I=- 11=11 ­'° -III GLEAN COMPACTED' I I=1 =111 =I I I FILL o q5% STANDARD DENSITY AND TERMITE I I I=1 I f III -III -III I ' I -III -III -I 11=1 _-` `• MalloLITHIG TREATED 1=1 I I FOUN12ATION W/ (2) #5 HORIZ. CONT. ON CHAIRS " MIN VER) MIN. (3 co WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIVE W/ (2) 05 BARS W )�NRY POOR U�T,41L 8" GMU BLOCK ,—PROVIDE 30" MIN. LAP SPLICE (I) #5 VERT. IN 8" CM BLOCK 3Yz" GONG. SLAB w/ 124.1 FI -FOIL OR 6ROUTEV CELL, FULL WWF OR FIBERMESH ;: EQUAL OVER UQ n HT. (SEE PLANS FOR REINF. OVER 6 MIL. (FURR STRIPS " <i LOCATIONS) VAPOR BARRIER BOND BEAM. �" ►—I ° ° • °', d e : TO BE MIN. 30° 3Y2" GONG. SLAB W/ �--� GROUT CELL SOLID WWF OR FIBE12MESH 1= r REINF. OVER b PORCH SLAB N e VAPOR BARRIERIL (SEE PLAN) i 11= -i •� w � BREAK FACE ... e•e: ; •.:'•' • ''' ': .' ' , ... , SHELL TO ALLOW FOR SLAB ° e I-ITI-III-III-I =1 I I=1Tf=-I III ; .I I' -LL EXP JOINT I_L III Tl� I I II O ..: =1 f1 III " ' • • a III=11(=1 O 6RA E GROUT SOLID _ BELOW SLAB DOWN 1.=1 I I=IIIEJ f 1=I I I � I- 111— TO FOOT) =III III—III=L , , I MONOLITHIC w GLEAN '—I 11— FOUNDATION W/ COMPACTED FILL T=I'I I— (2) #5 HORIZ. (I) #5 VOWEL W/ 6" .. a: •. �, 12"xlb" CONT. CONT. o q5% STANDARD I -O CONT. ON CHAIRS 0 HOOK (SEE PLANS FT6. W/ (2) #5 HORIZ DENSITY MIN. (3" MIN. COVER) '%' FOR LOGATIOW ° CONT. ON CHAIRS 63" z O Q MIN. COVER) WHERE 2ND STORY `—� z OCCURS FTG. SHALL BE 1'4' WIDE W/ (2) #5 BARS O EXTERIOR AAL ® FORGH SLAB DETAIL LL CN 0 II PRopp�P GR,�P� DETAIL 12 L SGALC= NTS WAU_ sheet: SD1o0 4'-0" MIN. LAP 3"x0.131" (8) 3 Y2"x0.131" NAILS ® 6" O.G. 3 Y "x0.131" ® 16"O.G. ® 16 o.c. (4)23/8"X0.113" R.S. TOE NAIL5 OVERFRAMIN6 ROOF SHEATHING VALLEY 5ET 2%e"W.113" R.5. NAIL5 m 6" O.G. OVERFRAMING TRU55 (EDGE NAIL) 2%'X0.113" R.5. NAIL5 ® 6" O.G. DBL. TOP PL FASTEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRV55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — 5TUD5 GLIP (5EE PLAN) MAIN ROOF TRU555 Ll TYP I CAL OVERFRAM I NG TYPICAL TOP PLATE D�ONNECT (ON DETAIL B)SCALE:LAP 5PL I GE DETAIL ALE: N.T.S. N.T.S. . x _.—.—"_x—x—x x—x x—x . x — N C — — �-I — — — — — T-1 — — — —1 -I- iI PLANS. 4'-0" MIN. LAP 3"x0.131" (8) 3 Y2"x0.131" NAILS ® 6" O.G. 3 Y "x0.131" ® 16"O.G. ® 16 o.c. (4)23/8"X0.113" R.S. TOE NAIL5 OVERFRAMIN6 ROOF SHEATHING VALLEY 5ET 2%e"W.113" R.5. NAIL5 m 6" O.G. OVERFRAMING TRU55 (EDGE NAIL) 2%'X0.113" R.5. NAIL5 ® 6" O.G. DBL. TOP PL FASTEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRV55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — — 5TUD5 GLIP (5EE PLAN) MAIN ROOF TRU555 Ll TYP I CAL OVERFRAM I NG TYPICAL TOP PLATE D�ONNECT (ON DETAIL B)SCALE:LAP 5PL I GE DETAIL ALE: N.T.S. N.T.S. 2x4 LADDER BLOGKIN6 ® 16" 0.6 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKING AT EACH END WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL NOOD FRAMED )NALL CORNER DETAIL SCALE: N.T.S. ALL LAP5 IN MA50NRY 25" - RUNNIN6 BAR —: Zt5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORG I NG DETAIL Ca SGAI.E: NT5 -"+ BOND -BEAM s - .---GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-GRETE CAST-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. —, OR EQUIV. —, DOUBLE NINDON L M 50NRY PIER DETAIL SC,ala: NT5 seal 1/15/2015 •° ya J 0 � b FASTEN 2x P.T. WALL PLATE/ END P.T. m STUD TO GMU WALL w/ Y4° x 4" LONG m aT OF r , TAPGON 5GREW5 ® I6 O.G. ® INT, 2x INTERIOR WALL �",°•. ti T 5HEARWALL END - 5EE PLAN 010 I C�,.•` ` °� ��� e®� �ggpp� © copyright8,8MRN & KULP Structural Engineering, Inc. .... ... a) c Zm c �M a ca z:3 rryC ge 5HE,ARNA LL INTER5EGTION W CONNECTION O�T,�IL _ 17 SCALE: N.r.S. J +-# a g c Cq m N Cn Ui �LmQ. W project number. NOTES: 181-17014 BOND -BEAM —► I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr S D I FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. drawn bY� GDV REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED PV OUT NAIL5 OR EQUIVALENT. Issuedate: 07-06-17 PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER GA5E. REVISIONS, > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X date: initial: BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.C. ® 11-09-17 MK EA. 5UGGE551VE BUCK. 12-11-17 MK 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) 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. FASTEN WINDOW TO 2X PER WINDOW BUGK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER Ar .DOOR BUCK 17ETAIL H SGALI:: NIS ■""■'' LW . x _.—.—"_x—x—x x—x x—x . x — SHEAR WALL WITH ED6E — — �-I — — — — — T-1 — — — —1 -I- NAILING t BLOCKING PER PLANS. �I II 14" (MIN.) D W ° 51WSON 0516 5TRAP • REQUIRED AT ALL OPENIN65 GREATER THAN 36" — — I CENTERED AT CORNER OF WIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 5HEAR � OPENIN6 W (28) 2 1/2"0.131" WALL5. II NAILS (28" MIN LENGTH) 5PEGIFIED (5EE PLANS). WINDOW/ ,II x I I • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. 2x4 HORIZONTAL FLAT TYP I CAL EXT. HALL 4 INT. DOOR I I Ix l BLOCKIN6. OPENINO x INSTALL 2 BAY5 IF FIRST 2x&12" P.T. CL OF OPENING (I) #5 IN x I I I I STUD 15 LE55 THAN 14" FROM • EDGE OF WINDOW OPENING. 2x4 LADDER BLOGKIN6 ® 16" 0.6 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKING AT EACH END WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL NOOD FRAMED )NALL CORNER DETAIL SCALE: N.T.S. ALL LAP5 IN MA50NRY 25" - RUNNIN6 BAR —: Zt5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORG I NG DETAIL Ca SGAI.E: NT5 -"+ BOND -BEAM s - .---GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-GRETE CAST-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. —, OR EQUIV. —, DOUBLE NINDON L M 50NRY PIER DETAIL SC,ala: NT5 seal 1/15/2015 •° ya J 0 � b FASTEN 2x P.T. WALL PLATE/ END P.T. m STUD TO GMU WALL w/ Y4° x 4" LONG m aT OF r , TAPGON 5GREW5 ® I6 O.G. ® INT, 2x INTERIOR WALL �",°•. ti T 5HEARWALL END - 5EE PLAN 010 I C�,.•` ` °� ��� e®� �ggpp� © copyright8,8MRN & KULP Structural Engineering, Inc. .... ... a) c Zm c �M a ca z:3 rryC ge 5HE,ARNA LL INTER5EGTION W CONNECTION O�T,�IL _ 17 SCALE: N.r.S. J +-# a g c Cq m N Cn Ui �LmQ. W project number. NOTES: 181-17014 BOND -BEAM —► I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr S D I FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. drawn bY� GDV REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED PV OUT NAIL5 OR EQUIVALENT. Issuedate: 07-06-17 PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER GA5E. REVISIONS, > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X date: initial: BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.C. ® 11-09-17 MK EA. 5UGGE551VE BUCK. 12-11-17 MK 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) 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. FASTEN WINDOW TO 2X PER WINDOW BUGK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER Ar .DOOR BUCK 17ETAIL H SGALI:: NIS ■""■'' LW J � a 1�— CJ7 LO4 J 14" (MIN) 14" (MIN.) D W ° • REQUIRED AT ALL OPENIN65 GREATER THAN 36" WIDE 4 AT ALL OPENIN65 LOCATED WITHIN P3 5HEAR � WALL5. • NOT REQUIRED WHERE PORTAL FRAMES ARE 0 0 o 5PEGIFIED (5EE PLANS). a • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYP I CAL EXT. HALL 4 INT. 5HEARNALL OPENING ELEVATION SCALE: N.T.S. 2x&12" P.T. CL OF OPENING (I) #5 IN - CENTER BUCK BOND BEAM • - �- --- -- ----- --- LU — --------- --- }-- . Y2"PIA. J -BOLT* (5EE BELOW) (1) #5 BAR IN PREGA5T LINTEL 2X4 P.T. TOP BUCK (2) #59 VERTICAL IN 6ROUT FILLED 'a� 2X8 P.T. BUCK EACH tY CELL. IN WALL5 6REATER THAN 30" u 51DE OF OPENING } WIDE, ONLY (1) #5 15 REQUIRED PROVIDE (5)Yz" DIA. J -BOLT* W/ 5Y2" (1) #5 VERTICAL IN 6ROUT FILLED CELL �— • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) �' EACH 51DE OF DOOR. PROVIDE (1) YY x W(" THICK WASHER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE 6ROUT FILLED O'�O" 5PAGED APPROXIMATELY 24" O.G) # AB TO FIN. F"' v PROVIDE OF DOWELS ®5L MATCH VERT. BARS w/ 30"' MIN LAP 5PLIGE * PROVIDEY2" DIA. x (b YY LONG 51MP50N TITEN HO OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUCTED AND 5IZED PER NOTES PLACE OF J -BOLT IF M155ED DURING CON5TRUGTION 6ARA6E DOOR @�,�T : REIWORE I NG DETAIL G,�R,�GE 1�00R BUCK 11ETA I LNT5 gGALt: NT5 2x4 LADDER BLOGKIN6 ® 16" 0.6 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKING AT EACH END WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL NOOD FRAMED )NALL CORNER DETAIL SCALE: N.T.S. ALL LAP5 IN MA50NRY 25" - RUNNIN6 BAR —: Zt5 CORNER BAR GROUTED CELL TYP. CORNER VERT. HALL RE I NPORG I NG DETAIL Ca SGAI.E: NT5 -"+ BOND -BEAM s - .---GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-GRETE CAST-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. —, OR EQUIV. —, DOUBLE NINDON L M 50NRY PIER DETAIL SC,ala: NT5 seal 1/15/2015 •° ya J 0 � b FASTEN 2x P.T. WALL PLATE/ END P.T. m STUD TO GMU WALL w/ Y4° x 4" LONG m aT OF r , TAPGON 5GREW5 ® I6 O.G. ® INT, 2x INTERIOR WALL �",°•. ti T 5HEARWALL END - 5EE PLAN 010 I C�,.•` ` °� ��� e®� �ggpp� © copyright8,8MRN & KULP Structural Engineering, Inc. .... ... a) c Zm c �M a ca z:3 rryC ge 5HE,ARNA LL INTER5EGTION W CONNECTION O�T,�IL _ 17 SCALE: N.r.S. J +-# a g c Cq m N Cn Ui �LmQ. W project number. NOTES: 181-17014 BOND -BEAM —► I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr S D I FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. drawn bY� GDV REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED PV OUT NAIL5 OR EQUIVALENT. Issuedate: 07-06-17 PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER GA5E. REVISIONS, > 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X date: initial: BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.C. ® 11-09-17 MK EA. 5UGGE551VE BUCK. 12-11-17 MK 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) 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. FASTEN WINDOW TO 2X PER WINDOW BUGK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER Ar .DOOR BUCK 17ETAIL H SGALI:: NIS ■""■'' LW LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREAS. THESE WHERE 5PEG 1 E I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. X (V iX LL N 0 sheet: ISD2*0 J � a 1�— CJ7 LO4 J U. D W ° z� � 0-4 0 0 o d a LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREAS. THESE WHERE 5PEG 1 E I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. X (V iX LL N 0 sheet: ISD2*0 TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/-Y4' OUT 2)2 1 E06E 1 1/2" E06E 2 1/2" EDGE 3 "x0.131 "x31, COMMON'� NZ II — II 11/a° 1121/211 21/41 z cv v N I( 3"x0.13111311 I I N "x0.131 11x3" I I COMMON COMMON 2 Z OPP. 51DE v 1 1 V II < I I < II i II i 311x0.1310. x31, COMMON OPP 51DE EDGE 015TANGE PER DETAIL 2" 3"x0.131 11x3" COMMON z 3"x0.131 11x3" < I I COMMON OPP. 51DE c4 1?15TANGE (2)2X4'5 (2)2X6'5 (2)2X8'5 IN51DE PLY NAIL5 NAILED AT 8" O.G. 5TAG6ERED. OUT5IDE OUT5IDE NAIL5 NAILED AT 8" O.G. (2)2X'5 (2)2X GOLUMN (3) OR (4)2X GOLUMN M 2X BUILT-UP STUD COLUMN DETAILS SCALE: NT5 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5TRUGTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR ADDITIONAL GONNECTION ADDITIONAL CONNECTION INFO NOT 5HOV4N HERE INFO NOT 5HONN HERE FA5TEN EVERY OTHER 0513 BLOGKIN6 o 48" -JO15T (N/ NEB BLOGKIN6 A5 I-JOI575 O.G. FA5TENED TO 2x \ / I-JO15T5 REQ'D) TO 2x 13LOGKIN6 N/ (1) -PER PLAN BLOCKING N/ (1) x -PER PLAN 51MP50N A35 CLIP 51MP50N A35 CLIP IV, FA5TEN VERY OTHER J015T TO GMU FASTEN VERY OTHER J015T TO GMU N/ 51MP50N HT5MI6 TH15T STRAP. N/ 51MP50N HT5MI6 TH15T STRAP. FA5TEN 5TRAP TO GMU N/ (4) Ya° DIA. FASTEN 5TRAP TO CMU Nl NA" DIA. x 2 Y4" LONG TITEN 5CREW5 x 2Y4" LONG TITEN 5CREW5 2x6 FLAT BLOGKINC2 (BETWEEN I-JO15T 2x(b FLAT BLOGKIN6 TO EA. 51DE OF - 16" MIN. LENGTH) FA5TENED DONN TO Da 05B BLOGKIN6 (16" MIN. LENGTH) GMU N/ (3))/W DIA. x 3 Y2' LONG FASTENED DOWN TO CMU N/ (5))/4" DIA. TAPGON5 ® EA BAY. FA5TEN RIM x 3YY LONG TAPGON5. FA5TEN RIM BOARD, THRU HALL 5HT6., TO 2x BOARD, THRU HALL 5HT6., TO 2x BLOGKIN6 N/ 3"x0.131" NAILS ® 3" o.c. BLO6KIN6 N/ 3"xO.131" NAIL5 ® 3" o.c. Q RETR01✓ I T DETAIL RETI!� I T 17ET,� I L 1'-0" GMU WALL BEYOND NOTE: MIN %6" WIN05TORM OR EQUIVALENT WALL 5HEATHIN6 TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'[?. EXCEPT A5 NOTED ON PLANS IN TWO 5TORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 514OHN 5' THING 1.1111. 17ETA I L SGALC= NTS NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIMP550N ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLON OR BRUSH GLEAN. HERE 3. FOLLOW MANUR INSTALLATION INSTRUGTION5. FUTURE 811 CMU 13LOOK � #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6I SLAB, EPDXY 4 DRIVE IN GROUTED CELL #5 DONEL, PROVIDE MIN. 30" LAP SPLICE I I I I = I I I e• �' I a. '• � GRADE � e • • � I I—I I_I—_I�I_I—_I � I � I � �•<�' � —I �f I S I—I S I I _III—III—III—III -1 I—I I—III—I I I:...... — I—III—III—I I I a• - •' '� �. : I—I I I—I I I—I I I- I-1 I I-1 I I_ M 155E17 170WEL RETROr I T 17ETA I L SCALE= NTS SIM. ® GMU STEM POR DROPPED 6RA0E seal: 1/15/2018 cc, E NS, 5EE DETAIL 56 ON 5TRUGTURAL PLAN5 FOR ®°� *� ,O Fo 9�°• ° � � ADDITIONAL CONNECTION INFO NOT 5HOWN HERE Q copyright : MULHERN & KULP FA5TEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc, W 51MP50N HT5MI6 TH15T 5TRAP. FA5TEN 5TRAP TO GMU W (4) Y4 i DIA. x 2J/4" LONG TITEN 5GREN5 a PROVIDE M015TURE BARRIER J m1 PLATE (51MP50N T55 OR SIM.) ® c EACH TRU55. Neaa. 3• c a`i PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 m EVERY + a OTHER BAY FASTENED TO CMU N/ (3) LOo Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOCKIN6 TO ROOF TRU55E5 N/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. W }, "' R N _� vi• as RET'�Oi=1 T 111TA I L SCALE= 8/4"al'-0" N � N Q INSTALL ROOF CLIPS ROOF TRUSSES, ON OPPOSITE FACE OF BEARIN6 ON WALL OT : DETAIL ONLY WALL AS STUD TIES AS WHERE NOTED ON PLAN APPLIES AT BEARING NECE55ARY WALLS SUFPORTIN6 M&K project number: ROOF TRUSSES. 181-17014 STUD I�VE HHEEa DER ode project mgr: S D I 4 JACK STUD drawn by: G D V 51MP50N R5P4 STUD ISSue date: de PLATE TIE 9 TOP 4 BOT. 07-06-17 REFER TO PLANS FOR OF STUD5, SPACED PER PLAN (ALT. PER PLAN: HEADER 5IZE. 05B SHEATHED WALL IN REVISIONS: FASTEN TO KING W/ LIEU OF METAL TIES) MIN. (3) 3"x0.131" NAILS date: initial: 11-09-17 MK 12-11-17 MK OPENING IN BR6. WALL— 2x4 (MIN) 5TUD5 0 16" O.G. (SEE PLANS) OR AS NOTED ON PLAN5 NAIL STU05 T06ETHER — — --T T" — — PER DETAIL M FASTEN P.T. SOLE PLATE ■ PROVIDE 51MP5ON D5P I I TO SLAB PER DETAIL TIE OR (I) HS STRAP 0 3/5DI.0 U.N.O.ON PLANS BASE OF JACK 4 KING u, wi TO SOLE PLATE SLAB FOUNDATION CM 1ST FLR INTPRIOR WOOD SPARING ,I SCALE: N.T.S. LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PUNS. V- N O sheet SD2* I 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 * PROVIDE 501_I1? SHIM BETW'N BLK'6 4 CONNECTOR IF BLK'6 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. 8" REINF. GMU WALL 8" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 8 HORZ. REINF. 5PE05 SECTION SECTION 20 SCAd.es s/a"�I'-0' 2I WAW.. 3/ O -O" 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 FASTEN 50LE PLATE OF 2x WALL AND CONNECTION 5PEG5. TO BOND BM. w/)2" DIA. ANCHOR BOLTS a 6'-0" MAX. PROVIDE FASTEN ROOF 5HEATHIN6 TO FASTEN 50LE PLATE OF 2x WALL MIN. (2) PER PLATE AND MAX 12" FA5GIA WITH 2%"X0.113" R.5. TO BOND BM. w/Y2" DIA. ANCHOR FROM EPS END NAIL5 a 6" O.G. BOLTS ®4-0 MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL a 5TAIR5 OR FROM EA END 0/411 2-5TORY 5PAGE. IN51DE FACE OF DRYWALL 5HALL OVERHANG FA5TEN EXTERIOR 5HEATHIN6 MASONRY 3/4". PROVIDE FURRING TO 2x PLATE w/ 2 Y2 "x0.131 ON IN51DE FACE OF MA50NRY TO NAIL5 a 3" O.G. MATCH DRYWALL 2x FA5GIA 1-J015T5 -5EE PLAN WALL CONSTRUCT PER 5TRUGTURAL PLAN FA5TEN 5HEATHIN6 TO 2x4 - 2x EXTERIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM TOENAILS. PROVIDE (1) EXTERIOR WALL 5HT'6. TO -5EE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAIL5 ® 6" O.G. 2x4 BLOCKIN6 IN EA. TRU55 BAY RUN CONTINUOU5 FULL HEI�HT AND CONNECTION 5PEG5. EXTERIOR WALL 5HT'6. TO FA5TENED TO EACH GR0551N6 PER ARCH FOR OF WALL FROM BOTTOM OF RUN GONTINUOU5 FULL HEIGHT I )a" FULL DEPTH 05B BLOGKIN6 a ado RIM TO DOUBLE TOP PLATE OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL (IST BAY ONLY) 24"o.c. NAIL5 a 6" O.G. FASTEN 50LE PLATE TO RIM w/ RIM TO DOUBLE TOP PLATE= FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) 2 )2" X0.131" m 3" O.G. INTO 3"x0.131" NAIL5 a 6" O.G. 4 5HEATHIN6 #8 5GREN5 OR (5)2 )2'x0.131" NAIL5. Structural Engineering, Inc, SOLE PLATE o TO RIM w/ 2 2"x0.131" NAIL5 a 6" O.G. 2 2"W.151" a 3" O.G. INTO 50LE BEAM w/ 3"x0.131" NAIL5 a 8"O.G. PLATE 5HEATHIN6 5PLIGE 5HALL OCCUR OVER Ye" (MIN) 05B RIM BOARDI-J015T5 I Ya' (MIN) OSB RIM BOARD. I -JOISTS -5EE PLAN FA5TEN TO EA. 1-JO15T a TOP 8 „ -PER PLAN FA5TEN RIM TO EA. BLKG „ -PER PLAN x BOTTOM OF FLU5H BEAM BOTTOM CHORD w/ (2) 3)4x0.131" PANEL w/ (3)3 )4'x0.131" NAIL5If „ GLIP5 AT EACH BLOCK (PERP) NAILS MIN. OR I Y8' 05B RIM FA5TENED w/ (1) II 2 )2"x0.131" @ 3" O.G. INTO RIM 9 • „ 2)2'x0.131" a 3" O.G. INTO RIM W ` ti BOARD 130ARDFA5TEN EVERY 05D BLOGKIN6 TO FASTEN RIM BOND FA5TEN EVERY OTHER I-JO15T (w/ NEB FA5TEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 v BEAM w/ MPSP5 ON HETAI BLOCKIN6 BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 (48" O.G. MAX) EMEMBEDDEDDSTRAP ®24"" O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) EMBEDDED 5TRAP o 24" O.G. VERT WALL REINF. TO 8 GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM IF EXTEND INTO BOND BEAM W/ (I) #5 CONY 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 8 HORZ. REINF. 5PE05 SECTION SECTION 20 SCAd.es s/a"�I'-0' 2I WAW.. 3/ O -O" 2x EXTERIOR WALL ® 5TAIR5 OR 2-5TORY 5PAGE -5EE PLAN FOR 5HEATHIN6 FASTEN 50LE PLATE OF 2x WALL AND CONNECTION 5PEG5. TO BOND BM. w/)2" DIA. ANCHOR BOLTS a 6'-0" MAX. PROVIDE FASTEN ROOF 5HEATHIN6 TO FASTEN 50LE PLATE OF 2x WALL MIN. (2) PER PLATE AND MAX 12" FA5GIA WITH 2%"X0.113" R.5. TO BOND BM. w/Y2" DIA. ANCHOR FROM EPS END NAIL5 a 6" O.G. BOLTS ®4-0 MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL a 5TAIR5 OR FROM EA END 0/411 2-5TORY 5PAGE. IN51DE FACE OF DRYWALL 5HALL OVERHANG FA5TEN EXTERIOR 5HEATHIN6 MASONRY 3/4". PROVIDE FURRING TO 2x PLATE w/ 2 Y2 "x0.131 ON IN51DE FACE OF MA50NRY TO NAIL5 a 3" O.G. MATCH DRYWALL 2x FA5GIA 1-J015T5 -5EE PLAN WALL CONSTRUCT PER 5TRUGTURAL PLAN 2x4 GAT5 a 16"O.C. FA5TENED TO GABLE END FA5TEN 5HEATHIN6 TO 2x4 - FASTEN ROOF 5HEATHIN6 TO 2x 5LOGKIN6 BLOCKING w/ 23/8'X0.113" TOENAILS. PROVIDE (1) w/ 23/a°X0.113" R.5. NAIL5 ® 6110.0. 51MP5ON H3 CLIP a 2x4 BLOCKIN6 IN EA. TRU55 BAY GYPSUM BOA 1'-4" MAX FA5TENED TO EACH GR0551N6 PER ARCH FOR � 5TUD w/ (2)3 Y2"x0.131" NAIL5 FA5TEN FLOOR 5HEATHIN6 ado ROOF TRU55E5 TO BLOGKIN6 w/ 2 )2"x0.131" 2x EXTERIOR HALL ­a 24"o.c. NAIL5 a 6" O.G. -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PE65. 11 II Structural Engineering, Inc, FASTEN 50LE PLATE OF WALL TO FLU5H II BEAM w/ 3"x0.131" NAIL5 a 8"O.G. 5HEATHIN6 5PLIGE 5HALL OCCUR OVER -JO15T5 2x 50LE PLATE w/ 2,14;2"x0.151" NAIL5 a I )8' 055 BLOCKIN6 EVERY -5EE PLAN 3" O.G. OR PROVIDE CONT. 5HT6. TO OTHER BAY OVER SHEAR WALL BOTTOM OF FLU5H BEAM FA5TENED w/ (2) 51MP50N A35 GLIP5 AT EACH BLOCK (PERP) I n IHANGER OR I Y8' 05B RIM FA5TENED w/ (1) II -BY TRU55 MANUF. 51MP50N A35 GLIP a 16 0.6. W ` ti OVER 5HEARWALL (PARALLEL) II 2x4 GAT5 a 16"O.C. FA5TENED TO GABLE END FA5TEN 5HEATHIN6 TO 2x4 - TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8'X0.113" TOENAILS. PROVIDE (1) R.5. NAIL5 a 4"O.G. 51MP5ON H3 CLIP a OVERHAN65 > 12" GYPSUM BOA 1'-4" MAX 2'-0" MIN PER ARCH FOR � FIREPROOFING ado ROOF 5HT6 GABLE END VERTICAL WEB 5HALL BE CONT. 24" MIN REINFORGIN6 A5 REGURIED BY M55 MANUF. I g ONTO ROOF j _A 2x4 BLOCKING w/ (3)3 Y4"x0.131" TOENAIL5 EACH END xxL x (4) 3 Y4"x0.131" NAIL5 8" GMU BOND BEAM w/ -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 12" (U #5 BARS CONT. 2x SHEAR WALL \i 5GHEDULE ON PLANS FOR O.G. GONNEGTIN6 BOTTOM - 5EE PLAN FOR CONNECTOR 5PECIPIGATION5 CHORD TO TOP PLATE 8" GMU WALL _ 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO FASTEN BOTTOM CHORD OF PROVIDE 2x4 BLOCKIN (5EE PLANS) DOUBLE TOP PLATE w/ 6ABLE END TRU55 TO TOPL 2x4 BRAGS w/2x4 G (3) 3 Y4"x0.131" TOENAILS PLATE WITH 51MP50N A35 ®48" O.G. IN FIRST (3) GLIP5 a 32" O.G. T -BRACE, SPACED a BAYS OF ROOF 4-0O.G. MAX. FA5TEN TRU55E5-GUT TO FIT 2x4 TO 'T' w/ 3 )4'x0.131" TIGHT BETWEEN TRU55 FA5TEN BOTTOM OF 2x4 kJ a 12" O.G. BOTTOM GHORD5 BRACE TO DBL. TOP SEPLATE w (1) 5IMP50N FASTEN DRYWALL TO GTION DETAIL H25A B (2)3Y4"x0.131" D511 ETAIL BLOCKIN6 w/5GREW5 �0TOENAIL5 4 _ /NAIL5a6" O.G.SCALE, 9/4¢-0 /4-0 GALC, 8/4"4-0" 0 _I FLUSH BEAM -5EE PLAN 2� SECTION FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 23/a"X0.113" R.5. NAILS a 6" O.G. 2x FA50,4 -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. ---F 8" REINF. GMU WALL Do -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2 FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. _,000� SECTION �b SGAL2, 9/4'0-0' 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M.) a EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM seal: I/I/20fS 11-09-17 MK 12-11-17 MK LETTERED DETAt I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. X (\I X 1.L N p sheep SD2*2 No 7 � a ado ON Q copyright: MULHERN & KULP Structural Engineering, Inc, 4 4) ca Z .- W ` ti N Ica � -J CM S2 v .y N m N 4 IF M&K project number. 181-17014 project mgr. S D I drawn by: C D V isssuedate: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK LETTERED DETAt I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. X (\I X 1.L N p sheep SD2*2