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3938 Saltmarsh Lp 18-912 (a)■ INDEX. GENERAL NOTES! FL 0.1.1 SLAB PLAN'S' 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FLOOR PLANS 'S' 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 FL 5.1.1 ELEVATIONS'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ROOF PLAN'S' 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 FL 6.1 UTILITY PLANS'S' 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 PdCINCHES, 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 REVIEWED POP CODE COMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION- .... . . ORROSION-...:._ RESISTANT WEEP SCREED OR PLASTIC WEEP PLANS EXAMINER SCREED WITH A MINIMUM VERTICAL ATTACHMENT �111R DATE 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 SNO4D BIBLQI;I+� DIVISION SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES A PERMIT ISSUED SHALL BE CONSTRUED TO BE A ABOVE THE EARTH OR 2 INCHES ABOVE PAVED LIAUTHORITY7ovaLATE,CANCEL.i.,A TERRORS�5 AREAS. THE WEATHER RESISTANT BARRIER SHALL ASIDE ANY OF THF PPOVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH THE BUILDING CORROFFICIAL OF FROM THEREAFTER SHALL COVER AND TERMINATE ON THE ATTACHMENT REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE FLANGE OF THE WEEP SCREED, PER F.B.C. R. 1 ,6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL COMPACTION TESD INCLUDE A WATER RESISTIVEVAPOR PERMEABLE REQUIRED BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D Results tolse Vereotifiecl ion PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN Oro ACCORDANCE WITH ASTM C 926. #1 p ®A'*� . cg MULHERN+KULP residential structural engineeringµ Nim ,,,, ,,,,■ 20 South Maple Street, Suite 150 • Ambler, PA 19002 '" P215.646.8001 • mulhemkulp.com Numm + 1*9(00= .. ad he � rdrelcWagdhm m Q Oct 10-00 G/3 ISSUE DATE: )at .FOR REVIEW 'If REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION'S' 1002 1258 2260 411 48 80 539 NU0 N Z ami� am LOT 39 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 LAST SAVED BY: r Z Q J J W 0aUj � Cl) CD Uj NU0 N Z ami� am SHEET NO: FL T=1 1 GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. -VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS to r FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 I LINE OF FRAMED WALL ABOVE MULHERN+KULP 144 a residential structural engineering T @® 20 South Maple Street, Suite 150 • Ambler, PA 19002��� ���• <,0� p215.648.8001 • mulhemku/peom •`�44P ION fn,. NWI,e„+14Apha aEnd�neanynahn �t i"d"ea rry olhx M""rbn raaea m aher ate. 28'-0" 16'-0" 10'-0" L 21-0 71-411 201-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT low" CM + W O Oct ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the j 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 a w REINFORCE PER LOCAL a z e JO a CODE AND ENGINEER'S O �O o N N SPECIFICATIONS 00r 00 am MAIN SLAB r NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES r ARE DIMENSIONED TO CENTER LINE. N r O r VERIFY UNDERSLAB .......... cw CONDUIT AT KITCHEN ISLAND ............................................ . ... .......... I r..................................... ... — ... .—.... —.... _.... — — — - — r T-10 1/4" 9'-11 1/4" 10'-2 1/2" Cn ............................................... ... ....... .. ................. ......... co >� .... ................. .................................................................. a coi LO ..........................fir F==3 WH N f ...................../ . � F2 r Q r 1 V-0" cn 1T-011 3'4" 20'-0" W WIN a- 0 PORCH SLAB q W Oto 9 REINFORCE PER LOCAL CODE AND ENGINEER'S t cv SPECIFICATIONS N d' Tr r GARAGE SLAB 1'-4" 4'-8" 1'-4" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 0 F1 71-411 201-8" 28'-0" SLAB PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT low" CM + W O Oct ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the j 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 z IL O �O a N N N Z a J am 0 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEERRaMaim 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 13/8" 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 = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED .16 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 28v-01' C* LCI .10'_ r2 4 A MULHERN+KULP residential structural engineering 01 T/A Cl) Z 20 South Maple Street, Suite 150 • Ambler, PA 19002 'D p215.646.8001 * mulhemkulpcom 0 0 cr. Mdbm+NO FoAg IF pn1or*tdncnyvdh,ha C44 j LL ndm*Wvy*ff11- il, "bWw6com . ow-niv 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 4 W Cl) Z j (L 0 0 cr. 0 C44 j LL N Z FIRST FLOOR PLAN ELEV'S'_ SECOND FLOOR PLAN ELEV 'S' SHEET NO: LAYOUT 1 �IW=�V-W AT �11 - X17" LAYOUT 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT FL 1.1 E 24 � 144 MULHERN+KULPy,�� residential structural engineering, 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com `�°®� 0 Rud b 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 withoutermission from p o the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J W 2ND FLOOR PL. HT. Q = � o 0 N (D 2ND FL. WDW. HT. N Z Q J a �- LOFT '�, BED 4 W 8'-1" CLG. ;,� 8'-1" Cl -G. cc/ N ' / _ 2ND FLOOR FIN. FLR. _ _ — _ _ _ + 1ST FLOOR PL. HT. _ �` _ 1ST FL. WDW. HT. FAMILY 9'-4" CLG. CJ' ' Lu Cncn CC ...................... .... pop 1ST FLOOR FIN. FLR. I .... ...,...... ............ ,,� - 1 1 1 -��11� _ ......�........................;.....� _ , -I. --�..--..I........I......S..B..... ................. UILDING 1 II ................... SECTION'S' I -.l ISI �1��-................ =1 1 I'- 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"=1'-0" AT 11" X 17" LAYOUT E 24 � 144 MULHERN+KULPy,�� residential structural engineering, 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com `�°®� 0 Rud b 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 withoutermission from p o the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Z Q J J W Q = � o 0 N (D N N Z Q J a SHEET NO: FL 4.1 ALL %A11K1rin%A1Q %A1UnQ= nDCK11K1t1_ 1(21 =CC THAN OA" AQnV9= 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: I ST FLOOR = T-4" U.N.O. ON ELEVATIONS 13KIn FLOOR 71-411 H KI r*1 ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. W to 0 0 C14 C\1 FRONT ELEVATION 'S' 11IIA4" _=11a'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ELEVATION KEYNOTE LEGEND 3: 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. 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. W to 0 0 C14 C\1 FRONT ELEVATION 'S' 11IIA4" _=11a'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 6 FRII=71= 2ND FLOOR PL. HT. 2ND FL. WDW. HT. 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. _8" —FE -1 �9 1 ST FL. WDW. HT. SMOOTH — COACH LIGHT PER BUILDER 4" SMOOTH FE -2-2] 1ST FLOOR FIN. FLR REAR ELEVATION'S' 1 �1=�-V-0' AT �22-X�3,VL4YOUT 1�/8= V-0" AT 11 " X 17" LAYOUT .1tit"Mus" .4 -A" MULHERN+KULP residential structural engineering E F 0 20 South Maple Street Suite 150 a Ambler, PA 19002 R p215.646.8001 9 mulhemkulpxam 1118M 1 9 M*n + IWO to mknd ft Or for *Am OnV V4 ho fd MdNW &V *a h.b.mb. MW to dffiff dKou 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: 3: 7 UJ 00 ❑ cc U) M' Z 0 o > CP W.j 04 :;t Z C\j 6 FRII=71= 2ND FLOOR PL. HT. 2ND FL. WDW. HT. 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. _8" —FE -1 �9 1 ST FL. WDW. HT. SMOOTH — COACH LIGHT PER BUILDER 4" SMOOTH FE -2-2] 1ST FLOOR FIN. FLR REAR ELEVATION'S' 1 �1=�-V-0' AT �22-X�3,VL4YOUT 1�/8= V-0" AT 11 " X 17" LAYOUT .1tit"Mus" .4 -A" MULHERN+KULP residential structural engineering E F 0 20 South Maple Street Suite 150 a Ambler, PA 19002 R p215.646.8001 9 mulhemkulpxam 1118M 1 9 M*n + IWO to mknd ft Or for *Am OnV V4 ho fd MdNW &V *a h.b.mb. MW to dffiff dKou ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 5.1 U) M' Z 0 o > W W.j 04 Z SHEET NO: FL 5.1 a� 4 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 18002 r ; t`^ < a 0 R p 215.646.8001 • mulhemkulp.cam ��a IA�em + Mug hs m+�cd lNc pin ra� �hud�m ary Ana Ms nut mea Ygr alter Ha�rtlon Mdae a akar abdprbe. 12 CD Uj Z C4 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 ELEVATION KEYNOTE LEGEND C a E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. a� 4 MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 18002 r ; t`^ < a 0 R p 215.646.8001 • mulhemkulp.cam ��a IA�em + Mug hs m+�cd lNc pin ra� �hud�m ary Ana Ms nut mea Ygr alter Ha�rtlon Mdae a akar abdprbe. 12 CD Uj Z C4 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 V fn Q = O 0 H > (Q N W w N Z Q J am SHEET NO: FL 5A 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' 2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. 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 ROOF PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"=1'-0" AT 11" X 17" LAYOUT i t b J0 R`j s'.ry xY MULHERN+KULP �. residential structural engineering lr ro� j"':a' 20 South Maple Street, Suite 150 • Ambler. PA 19002 p215.N6.8001 • mu/hemku/pcom �°4saa $AwlN ,AV® N*W+IMP hu lor*v*R0*WW nat m�k�.d ury atl�r Niamtlbn Med b odkr d+dplY�. 11-010 TYP. EAVE RAKE 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 LU �+ QC f/1 Z G J ' 6 LL (ti O N °C N Z Q J is 0 T 0 J c� CD 0 LL Q + W .O Oct PATIOCA T w Z 0 () —7 CD o WP/GFI AT A/C COND. ISSUE DATE: 10.02.17 FOR a W Cc WP/GFI REVIEW rj Q cc ..................- = O = LL \ REVISIONS: - 3 O Y _ W 3 O m J W = Cn 'I _ LU __ m Q a �o / DINING Q �O 4 o M 3 m U_ � Z C m o 9'-4" CLG. M. BED _ � �' W ac wo lQQQJ oc \ 8'-1" CLG. LOFT �a a i z O wc¢t d p 4 \ TV T 8'-1" CLG. 5 UC7 Y uU C7 FAMILY Ow cc \ 9'-4" CLG. TV / STANDARD ELECTRICAL BOX HEIGHTS P" These drawings are the ® property of Starlight WALL CABINS ......................... CE Homes and are not to be utilized for construction, or 1 (::...:.:..:.........:::._..::::...:::::::::::......................... I i copied in part or in whole cc KITCHEN _ - _ _ M without permission from the builder. ©2016 U_ p _ _ - T 3 3 _ \ '- - 7R �N Starlight Homes T:::, W > _c::� ................. ....................... / I LA HVAC -...-..-............-...-.... NL T__ .. ::.:.:.:::::::::::. :::: !„:_:.. /' 8'-r' cLc , ...._.._ __ ................................. :::::..:::::...::::...::.:...'.:...::::..:.:::...: LAST REVISION W m W I BA 2 _._ � ----- ........ �•M. BA\ .................. 8'-1” CLG.' L-- ......... ........ z -:: •. 914" CIL T4....... _. FCH ..LIGHT - N .,..,............ �._... BED 2 .� ,....._ I ABC3V� _ BA 3. --- - 30" HIGH VANITY = O BASE CABINET "� 9'-4" CLG. `�� 1 W ...... , L :................ _ I 80.1„ CL :; : LAST SAVED BY. CABINET ih o N ` 18'-11" CLG. -ATO . I / ” Z co M F I KEYLESS1 = ""`�' I I LIGHT IN I I ATTIC W1 >< 11 1 1 CE PANEV SERVICE ELECTRIC METER - a 91-91, D _ _ _ _ - I I - SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES II 3 . 1 . .......-.......::::-...................:::::::: :::::: I T OVER BATH CABINETS OVER KITCHEN CABINETS --__._ \ -� � ..... T ,_..._...� TELEPHONE/ LWHWP/GFI SERVICE WP/GFI PANEL 3 \ TELEVISION SERVICE BOX D DNOTES:. � LU PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. / /" WP/GFI PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. �-' 3 / (�.- I Cis I FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." �rrCn C ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE Z CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. AS REQUIRED BY / �" " GARAGE BED 3 8'-1" CL _ PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL / �' - _ FL c7 I 8'-1" CLG. n �✓ - 81 1" CLG.IfIn BED 4 8'-1" CLG. J ,j a -+ a CODEND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. (NEC)( ) ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. KEYLESS KEYLESS POACH f RICH 1' HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. I I .� ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, GDO Q RAIN TILE SUMP AND WATER HEATERS ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. D ) (DEDICATED CIRCUIT) PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. / PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS UNIT MUST BE , HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. /04 LEGEND: � I I ©H CHIMES DUPLEX OUTLET CEILING MOUNTED INCANDESCENT rrr LIGHT FIXTURE I� PUSHBUTTON SWITCH CEILING FAN �0 (PROVIDE ADEQUATE SUPPORT) � I I I I WP/GFI EXTRA DUTY WEATHERPROOF GFI 110V SMOKE DETECTOR DUPLEX OUTLET HARDWIRED AND INTER - DUPLEX WALL MOUNTED INCANDESCENT SD CONNECTED W/ BATTERY /� CEILING FAN WITH INCANDESCENT I........ ........ ......I BACK-UP GFI GROUND -FAULT CIRCUIT -INTERRUPTER LIGHT FIXTURE// DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE CO2 DETECTOR OR CEILING MOUNTED L.E.D. FIXTURE HARDWIRED AND INTER- LIGHT FIXTURE // \\ (PROVIDE ADEQUATE SUPPORT) �/ v © HALF -SWITCHED DUPLEX OUTLET (VP) - VAPOR PROOF CONNECTED W/ BATTERY BACK-UP 220V 220 VOLT OUTLET 0 EXHAUST FAN (VENT TO EXTERIOR) O THERMOSTAT �® GAS SUPPLY WITH VALVE FIRST FLOOR UTILITY I S 1 SECOND FLOOR UTILITY 1 S 1 REINFORCED JUNCTION BOX PH TELEPHONE O � EXHAUST FAN/LIGHT COMBINATION __PH HOSE BIBB HB 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT (VENT TO EXTERIOR) TELEVISION SHEET NO: WALL SWITCH g W 1/4" WATER STUB OUT IJ ELECTRIC METER � 3 THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE D ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM i 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 24 MULHERN+KULP .gym residential structural engineering u�r` 20 South Maple Street, Suite 150 a Ambler, PA 19002C� h p215.646.8001 a mulhemkulpxom , y ;;, �„ ) e .... Mu6em+ruj�hu bnhudueanynd6n itd ro�leNed my otlier l�am�8on rd�Ecd b oEbr drdpi�, C +woo" OI 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: T- SHEET N0; D=1 1 CONNECTION SPECIFICATIONS (TYF. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 300.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (1) NAIL ® 4" o.c. (1) NAIL 0 4" O.C. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM To TOP PLATE TOENAILS o 6" o.c. TOENAILS 0 6" o.c.* BLK'G, BTWN, J01575 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" ox. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" ox. NAILS o 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 22NO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 300.120", 5AME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE INHERE * ARE SHowN) Window $ Door AIlowoble Wind Pre55ure5 140 MPH Wind Zone Ex o5ure G OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +25.1 PW -28.4 P5F +25.1 PW -284 PSF 16Garage Door +24.1 P5F/-26.8 P5F +24.1 PSF/-26.8 PSF 10 5QFT. +28.8 P5F/-31.2 P5F +28.8 P5F/-38,5 P5F 20 SOFT, +27.5 PSF/-2q.q P5F +21.5 P5F/-35.1 PSF 50 SOFT. +25.8 PSF/-28.3 PSF +25.8 PSF/-32.5 P5F 100 SOFT. +24.5 PSF/-26.1 PSF +24.5 PSF/-21.1 PSF 500 SOFT, +21.5 P5F/-23.1 P5F +21.5 P5F/-23,1 P5F TEnd Zone Is defined o5 the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. FLOOR FRAM I NO • I-JOISTS/TRU55F5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BF 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR � SHEAF WALL SHEATH I N6 5PEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 1/16" PLYWOOD OR OSB FASTENED W PI 2y2 "x0.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.c.. IN THE PANEL FIELD. X1/16" PLYWOOD OR 055 FASTENED W/ P3 .2,Y2 "x0.131" NAILS @ 3" o.c. ALONG PANEL E06E5 AND 12" o.c.. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED HALLS w/ 7/16" PLYNOOD OR 05B FASTENED W 2�2"x0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND o 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 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 HALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAIL5 o I6"o.c. USE (8) %"x0.131 " NAIL5 ® EA. LAP 5PL IGE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEAR HALLS AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 6. 5EE ARCHITECTURAL DRANIN65 FOR ADD'L HALL GON5TRUGTION REQUIREMENT5. 1. ALL EXTERIOR HALLS GON5IDERED FOR SHEAR HALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYHOOD 5HEATHIN6 x446, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 23/6"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o b" o.c. o PANEL ED6E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDOE5, FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RI06E5, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGES 4 FASTEN w/ 2J'2"0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW W U5P MTH12 AND (2) 300.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERNISE NOTED. • ROOF TRU55 SHOP DNG5, SHALL BE 5UBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55ES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o Ib" O.G. UPLIFT CONNECTORS BEARING GONDITION �GTH GONNEGTOR 51MP50N HTT-4 HOLD-DONN (w/ 55TT316 A.B) (2)2x6 HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (MSTGb6B3 ALTERNATE) < I5' S1MP50N H2.5A SINGLE ROOF TRU55 BEARING ON SPAN HEADER WOOD STUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 PV '- 3.5"x5.5" AFP IhE SHORT > 15, 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM H4x10 3.5"xq.5" AFP IhE SHORT SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2x12 SPF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 LISTED ABOVE. HOL17-170WN SCHEDULE SYMBOL SPECIFICATION 1-10-1 51MP50N HTT-4 HOLD-DONN (w/ 55TT316 A.B) (2)2x6 HD -2 SIMPSON M5TGbb STRAP TIE (24" END LENGTH) (MSTGb6B3 ALTERNATE) 3.5"x5.5" AFP IhE SHORT L�G�NO • ® INTERIOR BEARING HALL • _ _ _ BEARING HALL ABOVE • - - - - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL 1: ' : I EXTENT OF OVERFRAMIN6 L'- INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 Pv H4X6 3.5"x5.5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x8 (2)2x8 5PF OR 5YP #2 PV H4xb 3.5"x5.5" AFP IhE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 2 2x10 SPF OR 5YP #2 W/ H4x10 3.5"xq.5" AFP IhE SHORT 1/2" PLYM FLITCH PLATE SPAN HEADER (2)2x12 2x12 SPF OR 5YP #2 W/ H4x10 3.5"A.5" AFP WE SHORT 1/2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 5PF OR 5YP #2 13UILT-UP HEADER5 ARE SPECIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) IhE 5HORT5PAN HEADERS MAY BE 5U55TITUTED PER THE HEADER SUBSTITUTION 5GHEDULE ABOVE. 2. AFP IhE 5HORTSPAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fib = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP IbE 5HORT5PAN HEADER5 MAY NOT BE SUBSTITUTED 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 HA5 BEEN DE516NED IN AGG012DRNGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION 1609) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WHISPERIN6 RIDGE 5T. JAMES GRO551 N6 5HEARWATER ESTATES WYNDHAM PRESERVE - BR155ON E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION 8 ,4PPROYAL FROM MULHERN ff KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE, • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DENON 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 o 5LEEPIN6 AREAS = 50 P5F o GARAGE DEAD = 10 P5F (20 P5F TOTAL o TILE) WIND ULTIMATE HIND SPEED 4 EXP05URE A5 L15TED R15K GATEC70RY II &ENERArL FRAMING • EXTERIOR HOOD STUD BEARING wALL5 SHALL BE 2x4 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR SYP 'STUD' GRADE LUMBER o Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED o Ib" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD HALLS SHALL BE GONSTRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G, (MAX). SIN6LF TOP PLATES ALLOWED PER 8602.2.2.1, • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROM5 of 3x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 N/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED, APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 W 1/16" 055 FASTENED W 2Y2"x0.131" NAIL5 0 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox106 p51 FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROHS OF 3"x0.131" NAILS o 6 0/G OR 2 ROH5Y4"4'2° 5IMP50N 5D5 5GREV45 (OR 3Y2" TRU55LOK 5GREH5) 0 16" 0/6. USE A MINIMUM OF 3 ROV45 FOR BEAM DEPTHS OF 14" OR 68EATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION, LOCATE TOP 4 BOTTOM NAIL5/SGREINS 2" FROM EDGF, SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROHS OFY4"xb" SIMPSON SD5 SGRENS (OR 6 1/4" TRU55LOK 5GREH5) o lb" 0/G. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 56 REV45). LOCATE TOP AND BOTTOM SCREH5 2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 HOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LONG TAPGON5 o 24" O.G. seal: 1/15/2015 a0 y� n n C,d 'L.D'V°D 6 ° /TAt� «J980mg0l" © copyright ; MULHERN & KULP Structural Engineering, Inc. J 1� 9 Q ZCn� WL _; .. J r_ cc a W W Ld 4) %_ iaa IV M&K project number. 181-17014 p mgr S D I drawn by: C D V issue date: 07-06-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK Cz LU �J 2 0 28'-0'• 10'-0" -t SDI.0 PORCH SLAB: I 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ bxb-HI.4xWl.4 I cy MESH OR FIBER MESH ON 15% a� GOMPAGTED FILL OR VIRGIN 501L 1 I a I 5DI.0 I SDI.0 i .. 2'-0" SYMBOL 5PEGIFIGATION C SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A.B) � o SIMPSON M5TCbb STRAP TIE (24" END LENGTH) (MSTG66133 ALTERNATE) 28'-0'• 10'-0" -t SDI.0 PORCH SLAB: I 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ bxb-HI.4xWl.4 I cy MESH OR FIBER MESH ON 15% a� GOMPAGTED FILL OR VIRGIN 501L 1 I a I 5DI.0 I SDI.0 i .. 2'-0" J I J 2'-4" I b'-0" 2'-411 4-0 20'-8" 28'-0" 5LA5 �OUNPATION 12LAN 22x34 SCALE: 14=1'0" ELEVS. S, T, U 11x1'1 BCALE: 1/5"=l' -0'l I TERMITE PROTEGTION - SENTRIGON (AS GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED 5UBCATE60RIE5. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U5IN6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOHN5POUT5 SHALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEHALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF HOLD-POWN SCHEDULE SYMBOL 5PEGIFIGATION 1-10-1 SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A.B) � HD -2 SIMPSON M5TCbb STRAP TIE (24" END LENGTH) (MSTG66133 ALTERNATE) 0.. N Ui �(D oCx Z � L- 0 5.6.D. REGESS PER M&K project number: 181-17014 project mgr: S D I � i MANUF. INSTRUCTIONS bsuedate: 07-06-17 REVISIONS: Z D date: initial: GONGRETE SLAB: 12-11-17 MK N O 3 112 " GONG. SLAB ON GRADE (2500 P51 MIN) W bxb-WL4xHl.4 MESH OR FIBER MESH OVER b MIL. POLY ON 15% GOMPAGTED FILL OR VIRC71N 501L I SEE BLOGK PLAN FOR N VERTICAL BAR LOGATIONS I 5DI.0 I I I Sol.O I _IIT I I m m 13'-2" 141-10" o N 20"x2o"x20" GONG. 4 FTG. ® HD SDI.O Ho -I 01 I V-11/2" SD1.0 IQ' -101/2" I 01 8 PROVIDE Y4" DIA. x 5" LONG 5DI.0 N III TAPGON5 o 16" O.G. L REAR OF 6ARACGE 2 w GARAGE SLAB: 3 1/2" GONG. SLAB ON GRADE I Y I (2500 P51 MIN.) w/ bxb-HI.4441.4 - MESH OR FIBER MESH OVER 6 �, I o MIL. POLY ON 15% GOMPAGTED N 1— I N —1 SDI.O f — FILL OR VIRGIN 501L L_ ___- J I �- I Pt1 I N I 24"x24 °x8" PAD FTG. I = - _� z 5DI.0 I J I J 2'-4" I b'-0" 2'-411 4-0 20'-8" 28'-0" 5LA5 �OUNPATION 12LAN 22x34 SCALE: 14=1'0" ELEVS. S, T, U 11x1'1 BCALE: 1/5"=l' -0'l I TERMITE PROTEGTION - SENTRIGON (AS GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED 5UBCATE60RIE5. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIAL5. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U5IN6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRIGATION/SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOHN5POUT5 SHALL D15GHAR6E AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEHALL, WHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOGK5. GUTTERS WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF HOLD-POWN SCHEDULE SYMBOL 5PEGIFIGATION 1-10-1 SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A.B) � HD -2 SIMPSON M5TCbb STRAP TIE (24" END LENGTH) (MSTG66133 ALTERNATE) GENERAL 5TRXTURAL NOTE5 FOUNPATION • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • F=OOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE F=OUNDATION 1?E51GN5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT W PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 8 HARDWARE SUPPLIERS TO COORD. • GONGRETE DE51GN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: F'c = 2,500 p5[:....... FOOTINC75 2,500 p5(:....... 5LA135 ON GRADE (INTERIOR t EXTERIOR) fy = 60,000 psi REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LA135 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRA( K5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISGONTINUOUS END OF REINF. • GROUT SHALL BE ASTM 6416 F'c=3000 PSI W MAX 5/a" A66REOATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF IgOO P51 (FIN = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • ; REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE To BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 50LIP ON EACH SIDE OF ALL MASONRY OPENING5 AND AT ALL HALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR HALLS. (A5 5HOHN ON PLANS) • ROU614 OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: 1/15/2018 Ro'b G CRY .b is i• bINV wm ybb 4 b 6 .3, „m © copyright : MULHERN & KULP Structural Engineering, Inc. J' m c a Z � 16- o RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND S100 Lo +,ML W ` y N z � —J o� 0.. N Ui �(D oCx Z � L- 0 w a M&K project number: 181-17014 project mgr: S D I � d � drawn by. C D V bsuedate: 07-06-17 REVISIONS: Z D date: initial: 11-09-17 MK 12-11-17 MK RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND S100 () z J 0.. Z J Z � L- 0 w a r- � d � � Z D o 0 z 0 11- N O RESER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES sheet: RIGHT HAND S100 START 3'-0" 6'-8" 10'-4" MB -I CONT. zz Q r - ►*6 MB -3 START_ 2'-0` 5LOGK FLAN 22x34 11x1'1 SCALE: I/S'= I'-0" I� ELEVS, 5, T, 4 U MA50NRY LINTEL A55EMSL I E5 5EE SCHEDULE AND 91E61FICATION5 FOR APDL INFO GROUT PRECAST LINTEL W EMBEDDED REINF. 6ROur BOTTOM REINF. PRECAST LINTEL W � I I EMBEDDED REINF. MB -I MB -2 m� m� TOP REINF. TOP REINF. ----- VERTICAL u....'. w. .: SHEAR TIES c 6ROtrr m 6Rour BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL W I I .EMBEDDED REIf•F. MB -4 8FIb-26/IT (i) #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.c. Pi/ ISO DEGREE HOOK TdB � � AND LOTT'S CONCRETE. THI5 REQ. MB -3A MB -4/ MB-4ASEEc RCEMENT SHEARINFMB-3/ MBA LINTELS, 1-111 5 DESIGNATED WITH AN MB -36/46 WU BE CONSTRUCTED THE SAME A5 M"/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 1'-4" TO I'-2' BY FIELD CUTTIN6 THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRU TOP LINTEL COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SFS-OWT ----- ----- M13-2 8F8-IB/0T ----- (U #5 MB -3 8FIb-IB/IT (I) #5 (I) #5 MB -4 8FIb-26/IT (i) #5 (2) #5 #3 VERTICAL TIE5 ® 4"o.c. Pi/ ISO DEGREE HOOK TdB APPROVED LINTEL MANUFACTURERS ARE: CA5T-CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTF5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k5I 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51614. TERMITE= PROTECTION - 5ENTRIGON (A5 CHOSEN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORRO51VE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATIOW5PRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DONN5POUT5 SHALL 1?15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, HHETHER BY UNDER6ROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOGK5. 6UTTER5 WITH pOHN5PUT5 ARE REQUIRED ON ALL BUILPIN65 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENE AL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE=. • FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE= 501L BEARING CAPACITY OF 1,500 PSE. THESE FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P51F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ErD TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION-RESISTANGE COMPATIBILITY OF HARDHARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDHARE 5UPPLIER5 TO GOORD. • CONCRETE DE=SIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE=SSIVE 5TRENCaTH5 IN 28 DAY5, U.N.O.: F'c = 2,500 p51:....... FOOTINGS 2,500 p5I:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13 EV(5E5, AND OTHER LO( ATION5 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 D15GONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM 641b F'c=3000 P51 w/ MAX 3/g" A66REC7ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF I q00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • FREINFORCED GMU GORE5 (A5 INDICATED ON PLAN) SHALL :k. BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL E=XTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTING DOWEL BELON. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOHEL. • GROUT SOLID ALL REINFORCED GMU CE=LLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL NALL CORNERS. • VERTICAL RE=INFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR NALL5. (AS 5HOHN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal 1x,tW201&ge,,� M by « G �a m EA w,W © copyright : MULHERN & KULP Structural Engineering, Inc. E c Q a ca L ` L LU` N CL C'0 N � N Q M&K project number. 181-17014 project mgr S D 1 drawn by: G D V issuedate: 07-06-17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK sheet: RIGHT HAND S200 N 0 MONO ROOF TRU55E5 L ® 24" O.G. 01 2ND FLOOR FRAMING PLAN 22x34 SCALE: 1/4"=11-011ELSY5. 5 4 U 110 5GAL5: 1/5"=1'-0" TAIL_ M RESER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES 4 SGHEDULES seal i5y,4 F � 1 a eft `J ggp y� m a ° �0 10 © copyright ; MULHERN & KULP Structural Engineering, Inc. a0) C �C C a a co Z� w� y en. CR �� ag N � N Q M&K project number. 181-17014 project mgr S D I drawn by. C DV issuedate: 07-06- 17 REVISIONS: date: initial 11-09-17 MK 12-11-17 MK C3 J � 0 � z Q H z z z J LL � w a F a � LL U1o O� Z V— N O sheet: RIGHT HAND U 11 seal: IQ�B R No 4 `FAY TE tA ° © copyright : MULHERN & KULP Structural Engineering, Inc. -o" I'-0" JACK TRUSSES JACK TRUSSES 40 J ® 24 O.G. 50 ® 24 O.G. c LU LU LUUTI LU c a`i m a 1 (2)2xb (2)2xb (2)2xb (2)2x6 1 z GJ JI CY a a°. y wool I LU —SJL ch N N Q \ HIP 61RDER TRU55 / 16 \ /A72 >z w \ / A3 0 �+ M&K project number. A-41 181-17014 I Y 7 project mgr SDI 1 i drawn by. C D V A5 07-06-17 REVISIONS: - ----------- 1 1 date: initial: r=----------- --------- A5 11-09-17 MK 1 ----------- ---------- 1 1 F1 12-11-17 MK 1.111- ------------------------------- A5 -- - - - - LOGATE ATTIC AGGE55 BETWEEN TRU55E5 - ------ ---------- 50 A51 50 Cz D2. ------------ D2. ....� W 0 A41 T o, I Ab // /I W / HIP GIRDER TRUSS' OVERFRAMING a 10 ® 24" O.G. 5 50 B21 G (2)2x6 lie 0"�� �������8 a — — (2)2x6 L_ (2)2x6 I D2. INSTALL FULL HT HALL 5HT'6 JACK TRUSSES i 1 z TO 50LE PLATT= OF 2ND FLRLL ® 24" O.G. 1 (CONT. PULL LEN6TH OF WALL) 1 I PRIOR TO IN5TALLIN6 LOW ROOT= TRU55E5 I w x L-------------------------------------------------------------------------------- 0 w L LL 0 ROOF FRAMING PLAN LL 0 0 z 22x54 SCALE: V411=11-011:ELEVATION S IIxI 1 SCALE. I/S -I 0 0 X CSI 0 0 �0� TYPICAL sheet RIGHT HAND REFER TO 5-0. 5TRUGTURAL. NOTE5 4 5GHEDUL E5 S4*0 S" CMU BLOCK 8" CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FT6. TO (U #5 FROM FT6. TO EQUAL OVER %a" BOND BEAM. SPLICE FURR STRIPS TO BE MIN. 3011 BOND BEAM. SPLICE GROUT CELL 50LID TO BE MIN. 30 3Ya GONG. SLAB w/ 6RQUT DELL 50LIP WWF OR FIBERME5H _LU z REINF. OVER 6 MIL. VAPOR BARRIER } d- _ MATCH CMU LEDGE PER I/5P1.0 6RAPE I I—I I—III—I I i I Q GRADE d' d. I ,d . , I I—III—III—I I I I ; , I o _�—III—III—I III I—III III—I I F. N - 11=1 I—III—I I I I I I III 1I - i � I—I � I—I � I— I I e,• ..., � .. —IIT_I � I �-1 � I—III—III—I I� Q 111=1�1=1�1 "• 1�1=1�1=1�1 Q ;111=1�1=1�1 °' III—ISI—ISI —III—III—III I— III— I i I- III—III—I I I I—I I I I I IT I �—III—III ' . ° e III—I i I_I � I �—III—III - ' • ' I � I—III-� i lI 11 _III—III=1I1=III—I 111 _1 III III=111= —111 ;1_I i CLEAN 111-111.-1 I MONOLITHIC CLEAN__Z=T= T MONOLITHIC COMPACTED FILL 1,^On FOUNDATION W/ COMPACTED FILL I'_O" FOUNDATION YV 0 q5% STANDARD (2) #5 HORIZ. q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS DENSITY MIN. (3" MIN. COVER) CONT. ON CHAIRS WHERE 2ND STORY WHERE 2140 STORY (3" MIN. COVER) OCCURS FT6.5HALL BE OCCURS FT6. SHALL BE 1'4" WIDE w/ (2) #5 BARS 1'-4" WIDE w/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL 2 GA�RA�G� CURBD1TA�IL SGAL1~= MT'8 scale= MTS >: 4" GARAGE ;' TO ..............;. P YIEW NON -LOAD BRO. WALL @ CORNER F &ARAI57E INTERIOR�__��6ARA6E WALL 21 3Y" GONG. SLAB 411 y m __ d .. -1 I-111'111—III 1-111=1 I IEI I I III 111��=1 111=111 111111111111 III 11-11 III ��I� 20"xW THICKENEP —III—I 11==1 11=I I I=I I I—I I L=I I f; ED6E W/ (2) #5 GONT. =1 I f—III—I 11—I 11-1 11-1 11= (U #5 CONT. W/ 3" MIN. COYER OFFSET FOOTING NONBEARING DETAIL TH I CKENED EDGE ® &ARA6E DOOR DETAIL L SCALe= NTs scatx= MTs SLOPE _R MFG.5PECS %4" RECESS 0 5LIDIN6 6LA55 DR. 8" CMU BLOCK SILL FORMED ON 51TE (1) #5 FROM FT6. TO -FOIL OR ° BOND BEAM. 5PLICE EQUAL OVER 3/4" EXP JOINT TO BE MIN. 25" FURR 5TRIP5 GROUT CELL 50LID 3Y2" GONG. SLAB W/ WWF OR FIBERME5H REINF. OVER 6 MIL. SLOPE VAPOR BARRIER SILL FORMED ON 51TE 3A GONG. SLAB (2500 P.5.1) W/ 6x6 10/10 W.W.M. ANP 6 MIL. °° .. d ° ° • . VAPOR BARRIER 1=11 I _ _ 111—I I f-111—I_LI— m 6'I=IIII=III=III .a I I hI I I=III it d°• �_ I-111 _ I—III I I ° e d, ..d —11 F..I- ."[A4 - 1=111--111- d•: 'd -1 I f=111-1 . : ' 111— —j EXP JOINT 4' %d R MF6. 5 5 = — •. 111 = A/C CHASE PVC, _—_) =I I I I I I SLEEVE TO BE ' —► I I. ; �l I 1=III—III- TWIGE THE DIAMETER OF PROTECTED PIPE XT�RI OR DUTSWI NG SGD POURED SILLS D�T,41 L GH,4SE DT,� I L o q scams, NTs 10 Wal NT'S I Y2" GYN. BO. EA. SIDE OF 2x'S A 16" O.G. STUD PLATE TIES A 5TUP TOP 4 BOT. (IF FASTEN P'VY4"x5" LON6 TAPGON5 NOTED ON PLANS) 0 2'-8" O.G. AND 12" MAX FROM END OF WALL NNLE55 NOTED PT. BOT. PLT. OT HER N15E ON PLANS) • A • °:. °. d '=• • — . °.. d °° :° 'q ° =,1 I I—III I I I-1 1=1 I-1 I I—I I I —I 11 11=1 I II I I I I I I I I I I I II I, ;, I S I 8" S" (2) #5 HORIZ. CONT. ON CHAIRS 0" MIN. COVER) WHERE 2ND STORY OCCURS FT6. 5HALL BE 1'-8" WIDE w/ 0) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05EP TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS c INT. BEARING HALL FOOTING DETAIL 8"x8" THICKENED SLAB W/ (1) #5 CONT. What MTS &Lll�INIII 111.611 DITA�IL Mrs Vol lel wp ­'vp u •ate'. m a INTERIOR a Y2' GYP. Bp. Ea. SIDE e OF 2x4'5 0 16" O.G. /� A R A /�FASTEN W/YW6" LONG TAPGUNS �f u matt ISSA AIISSLC 0 2'-W O.C. AND 12" MAX FROM 2 1/4" END OF WALL NNLE55 NOTED ID 1 1/2" OTHERWISE ON PLANS) © copyright: MULHERN & KULP L STUD PLATE TIES 0 5TUP Structural Engineering, Inc. } PT BOT. PLT. I TOP 4 BOT. OF NOTED ON PLANS) rn q •. ° '° a °• e. •. ° C ° a°' °'• °e. Qi 47 co CONT. ON GH041RR5 10" 10° Z �+ (3" MIN. COVER) JB W` co+• T N UPLIFT CONNECTORS SUCH A5 5TUP PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT Z •2 m REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE c ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS m OFFSET FOOT I NG MAORI NG DETAIL SGALC: PITS MW project number: 181-17014 8" CMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr; S D I EXTERIOR DOOR EQUAL OVER %4" drawn by: C D V z, FURR STRIPS issue date: 07-06-17 MTL. THRESHOLD 3 Y2" GONG. SLAB w/ SWWF OR FIBERM ET IN SEALANT REVISIONS: REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date: initial: (SEE PLANS) 11-09-17 MK • ee e ,.. .a a °.... d � _.� :_ ' —• :.- III=III=III=III= 12-11-17 MK '—I � I—I � I—III—I � I •a'. `' I � —III—I � I—I � III III—III—I I ' • • . I I—III—III—I � I =1 I M 111=1 I°' d ..... I I=1 11=1 I I CLEAN COMNAGTEp' I I—III—III •' m..' � I I 1-1 11—, FILL 0 4q5% STANDARD 11=111-1 I = — I -1 DEN5ITY AND TERMITE I I I=1 I I III—III—III i I_ . TREATED MONOLITHIC FOUNDATION NV -011 (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0" MIN. COVER) Cm WHERE 2ND STORY OCCUR5 FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BARS �� 1JJ Wm 2 ENTRY DC,00 DITA� I L a SGAI.e� Mrs PROVIDE 30" 8" GMU BLOCK MIN. LAP SPLICE 8" CMU BLOCK 3 Y2" GONG. SLAB w/ (U #5 VERT. IN WWF OR FIBERME5H R4.1 FI -FOIL OR GROUTED CELL, FULL EQUAL OVER'Y4" LO HT. (SEE PLANS FOR REINF. OVER 6 MIL. #5 FROM FT6. TO LOCATIONS) VAPOR BARRIER (1) FURR STRIPS T BOND BEAM. SPLICE �I d TO BE MIN. 30" '.':: 3X2" CONC. SLAB w/ GROUT CELL 50LID WWF OR FIBERMESH REINF. OVER b A °' I I I I PORCH SLAB ` VAPOR BARRIERIL. III. (SEE FLAW Z d �BREAK FAGS . ,:.. ° . ° • ° — -- SHELL To ALLOW ^: I—III—III=1 11=1 I I j _d _—I I I—I I I—III—II FoR SLAB I—III=1 —I I ° 4.—ITf--I I f—III ; .III 1L EXP JOINT III—III—_III=1 , ' _ .' . ' °. I I—III—III=1 � GRADE .a " 'I �=III ..." • ' a III=IIhI' 0 _LYA—GROUT SOLID _ I_I I I I i 111 W -III-111—III BELOW SLAB DOWN —III—T=III—I I I1— TO FOOTING III III—III—III III- MONOLITHIC 1L1 GLEAN T I I—I I L -III- '' FOUNDATION W/ ° COMPACTED FILL(2) #5 HORIZ. n (I) #5 POWEL W/ 6" °: 12"Ab" CONT, CONT. 0 45% STANDARD I'-011 CONT. ON CHAIRS HOOK (SEE PLANS : a FT6. W/ (2) #5 HORIZ. DENSITY MIN. (3" MIN. COVER) 0 FOR LOCATIOW CONT. ON CHAIRS (3" z O Q " MIN. COVER) WHERE 2ND STORY z OCCURS FT6. SHALL BE 1'4' WIDE W/ (2) #5 BARS 0 DROPPED GRADE DETAIL �XT�RI OR WALL ®PORCH SLAB D�T,� I L L" CSI 0 WAU: NTg I ` SGALe+ MT8 sf (4)23/0'X0.113" R.5. TOE NAILS OVERFRAMIN6 ROOF 5HEATHIN6 VALLEY SET — 23/8'x0.113" R.5. NAILS ® 6" O.G. OVERFRAMING TRU55 (EDGE NAIL) 23/0"X0.113" R.5. NAILS ® 6" O.G. FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — CLIP MAIN ROOF TF 555 TYP I C,AL OVERPRAM I NG T"fF I GAL TOP PLATE CONNECTION DETAIL B LAP 5PL I CE DETAIL SCALE: N.T.S. SCALE: N.T.S. 9P PL a PLAN) SCALE: N.T.S. (1) #5 IN - BONO BEAM • I --------- ----- • I (1) #5 BAR IN PRECAST LINTEL I (2) #59 VERTICAL IN GROUT FILLED • CELL. IN WALLS 6REATER THAN 30" } WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN 6ROUT FILLED CELL • (IF REQ'D PER PLAN) ~ ENTIRE COLUMN TO BE GROUT FILLED PROVIDE # OF DOWELS 0 SLAB TO FIN. FL. 71 MATCH VEB RT. ARS w/ 30 MW LAP 5PLIGE * PROVIDEY2" DIA. x 6Y2" LONG 51MP50N TITEN HO OR APPROVED EQUAL IN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR VERT. RE 1 NPORC I NG DETAIL K GARAGE DOOR SUCK DETA I L SCALL= 2x8xl2" P.T. CL OF OPENIN6 CENTER BUCK—,, I Y2" DIA. J -BOLT* (SEE BELON) 2X4 P.T. TDP BUGK 2X8 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) Y2" DIA. J -BOLT* W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE (I) Y2" x THICK WASHER W/ EACH ANCHOR (IST BOLT TO BE W MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) 2x4 LADDER BLOGKIN6 ® I6" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKIN6 AT EACH ENC WITH (2) 3"x0.131" TOENAILS TYPICAL Z STUD CORNER TYP I GAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.S. ALL LAPS IN MA50NRY 25" -RUNNING BAR ---n #5 CORNER BAR GROUTED CELL TI P. CORNER VERT. WALL RE I NPORC I NG DETAIL 5CA=IA NTS -am BOND -BEAM----► _.,__—GONTIN. PRECAST HEADER 8" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINNOW MASONRY PIER DETAIL L SCALL= NTS FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/ Y4" x 4" LONG TAPGON 5GREW5 0 16" O.G. 0 INT. 5HEARWALL END seal: 1/15/2015 v } A aT I y, a ,. eI..A — 2x INTERIOR WALL SEE PLAN SHEARWALL INTER5EGTION CONNECTION DETAIL ��� �/ SCALE: N.T.S. x K !!-X x—"—.—"—K x"—. x " x SHEAR WALL WITH EDGE Ir --T]-----n----I-1-- NAILINGtBLocKINOPEP, a� E NOTES: 181-17014 PLANS. =- 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. �I II project mgr, SDI I drawn by.C DV RECESSED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT, PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER CASE. m C a (I date; initial 51MP50N 0516 STRAP a BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. ® EA. 5UGGE551VE BUCK. — — I + m CENTERED AT CORNER OF m OPENING W (28) 2 1/2"x0.131" Na.. ry g II NAILS (28" MIN LENGTH) WL N y WINDOW/ xll „I I c 2x4 HORIZONTAL FLAT J CL 8 DOOR I I I I BLOGKINO. N N Q OPENING - INSTALL 2 BAYS IF FIRST xl I IxI 5TUD 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN) • REQUIRED AT ALL OPENINGS GREATER THAN 36" WIDE d AT 6LL OPENIN65 LOCATED WITHIN P3 SHEAR WALL5. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (SEE PLANS). • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYP I GAL EXT. WALL 4 INT. SHEARWALL OPENING ELEVATION SCALE: N.T.S. (1) #5 IN - BONO BEAM • I --------- ----- • I (1) #5 BAR IN PRECAST LINTEL I (2) #59 VERTICAL IN GROUT FILLED • CELL. IN WALLS 6REATER THAN 30" } WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN 6ROUT FILLED CELL • (IF REQ'D PER PLAN) ~ ENTIRE COLUMN TO BE GROUT FILLED PROVIDE # OF DOWELS 0 SLAB TO FIN. FL. 71 MATCH VEB RT. ARS w/ 30 MW LAP 5PLIGE * PROVIDEY2" DIA. x 6Y2" LONG 51MP50N TITEN HO OR APPROVED EQUAL IN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR VERT. RE 1 NPORC I NG DETAIL K GARAGE DOOR SUCK DETA I L SCALL= 2x8xl2" P.T. CL OF OPENIN6 CENTER BUCK—,, I Y2" DIA. J -BOLT* (SEE BELON) 2X4 P.T. TDP BUGK 2X8 P.T. BUCK EACH SIDE OF OPENING PROVIDE (5) Y2" DIA. J -BOLT* W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE (I) Y2" x THICK WASHER W/ EACH ANCHOR (IST BOLT TO BE W MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) 2x4 LADDER BLOGKIN6 ® I6" 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FASTEN BLOGKIN6 AT EACH ENC WITH (2) 3"x0.131" TOENAILS TYPICAL Z STUD CORNER TYP I GAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.S. ALL LAPS IN MA50NRY 25" -RUNNING BAR ---n #5 CORNER BAR GROUTED CELL TI P. CORNER VERT. WALL RE I NPORC I NG DETAIL 5CA=IA NTS -am BOND -BEAM----► _.,__—GONTIN. PRECAST HEADER 8" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINNOW MASONRY PIER DETAIL L SCALL= NTS FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/ Y4" x 4" LONG TAPGON 5GREW5 0 16" O.G. 0 INT. 5HEARWALL END seal: 1/15/2015 v } A aT I y, a ,. eI..A — 2x INTERIOR WALL SEE PLAN SHEARWALL INTER5EGTION CONNECTION DETAIL ��� �/ SCALE: N.T.S. -� BOND -BEAM 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2)2-)/2"x0.131"ROW5 OF 2'x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUGK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER H DOOR BUCK DETAIL VE ALL : NTS LETTERED DETAILS ARE TYPIGAEL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. X I(N X LL N Q sheet; SD2*0 sw Ir Q copyright: MULHERN &KULP Structural Engineering, Inc. a� E NOTES: 181-17014 =- 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. project mgr, SDI I drawn by.C DV RECESSED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT, PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER CASE. m C a REVISIONS. date; initial rn c a BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. ® EA. 5UGGE551VE BUCK. + m .0 m Na.. ry g WL N y c J CL 8 �^ TN � N N Q -� BOND -BEAM 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2)2-)/2"x0.131"ROW5 OF 2'x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUGK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER H DOOR BUCK DETAIL VE ALL : NTS LETTERED DETAILS ARE TYPIGAEL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. X I(N X LL N Q sheet; SD2*0 Ir W project number; NOTES: 181-17014 =- 1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. project mgr, SDI I drawn by.C DV RECESSED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT, PRECAST STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THI5 HEADER CASE. issue date. 07-06-17 REVISIONS. date; initial 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED ® 12" O.G. ® EA. 5UGGE551VE BUCK. 11-09-17 MK 12-11-17 MK -� BOND -BEAM 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2)2-)/2"x0.131"ROW5 OF 2'x0.131" NAILS ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW BUGK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER H DOOR BUCK DETAIL VE ALL : NTS LETTERED DETAILS ARE TYPIGAEL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. X I(N X LL N Q sheet; SD2*0 TOLERANGE5: ALL VIMEN51ON5 TO BE HELD WITHIN +/-Y4' OUT5IDE 2)2X4's EDGE 015TANGE 1" EDGE 1 1/2" EDGE 2 1/2" E06E PER DETAIL 3°x0.131 "x3" COMMON zN 11/2 21/2 21/411 v 2 N I I 3°x0.131"x3" I I < IN510E 2X's I I 3"x0.131" " x3 COMMON I `n PER DETAIL I I GOM MON 3°x0.131 "x3" y I COMMON I z I I z I I �, �, OPP. 51DE v v V 3 x0.131 x3 z 11 I I I I 0 I I COMMON u� I I N I I OPP. 51DE 11 I I cfJ dJ � - 6's Ct015TANGE 3"x0.131 PER DETAIL "x3" COMMON OPP. SIDE INSIDE PLY NAIL5 NAILED AT 8 O.G. 5TA66ERED. OUTSIDE (2)2X4's (2)2X6's (2)2X8's OUT5I1?E NAIL5 NAILED AT 8" O.G. (2)2X's (2)2X GOLUMN (3) OR (4)2X GOLUMN M 2X BUILT-UP STUD COLUMN DETAILS SGAL1: NTS 5EE DETAIL 20 ON 5EE DETAIL 21 ON STRUCTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT SHOWN HERE INFO NOT 5HONN HERE FA5TEN EVERY OTHER 0513 5LOGKIN6 ® 48" I -JOIST (w/ WEB BLOGKIN6 A5 I-JO15T5 O.G. FASTENED TO 2x \ / I -JOISTS REQ'D) TO 2x BLOGKIN6 w/ (1) -PER PLAN BLOCKING w/ (1) X -PER PLAN 51MP50N A35 CLIP 51MP50N A35 CLIP o FASTEN VERY OTHER J015T TO GMU FASTEN VERY OTHER J015T TO GMU W 51MP50N HT5MI6 TWIST STRAP. w/ 51MP50N HT5MI6 TWI5T STRAP. FA5TEN STRAP TO GMU wl (4) Ya" DIA. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN SCREWS x 2,V4" LONG TITEN 5GREW5 2x(b FLAT BLOCKING (BETWEEN I-JO15T 0513 BL T BLOGKIN6 MIN. EA. 51DE LEGTH) OF - 16 MIN. LENGTH) FA5TENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG FA5TENED DOWN TO GMU w/ (3) Y4" DIA. TAPCON5 ® EA BAY. FASTEN RIM x 3Y2" LONG TAPGON5. FA5TEN RIM BOARD, THRU WALL 5HTG., TO 2x BOARD, THRU WALL 5HT6., TO 2x BLOGKIN6 w/ 3"0.131 NAIL5 ® 3" o.c. A BLOGKIN6 w/ 3"0.131" NAIL5 ® 3 o.c. R�TROI~ I T RETROr-I T DETAIL DETAIL R Q SGAL1: 3/4"CI'-0" WALE: 5/4"c1' -O" 0 c� II o DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 5GHEOULE N • " N N M X X N• N M N N x N v •• N N N • • N N N v N N M v N N • N N M N - - - - N- - - M _ - - - - - -N - - - ..�. FLOOR 5Y5 M BEYOND N GMU WALL BEYOND NOTE: MIN 3((," WIN05TORM OR EQUIVALENT WALL SHEATHING TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT SHOWN @ISHEATHIN6 ELEY. PETAL I L SG at NTS NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL O.E. 5EE TYP. FOUNDATION SIMPSON ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRUSH GLEAN. HERE 3. FOLLOW MANUR INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EXIST'6 LOCATED PER PLAN CL IN 6ROUTED CELL SLAB, EPDXY t DRIVE #5 DONEL, PROVIDE MIN. 30" LAP SPLICEQN I ( 1 z a. �. I a. a •. e ' • � �' " e •' a' 11=1 11-1 11=1_ M ' GRADE — — V .d4.' , ' as11—I 1 I—I I 1-1 I 1 I ,1 I I• 11=1T_I-1 1-1 1I- -I 1—I 11—I 11—I I l a, I—I I I—I 11—I15 Q � —I � I—I � hI 11 � • •' III—III—I � I 1I- 5 M 155ED OOWEL RETROP I T DETAIL SCALE: NTS SIM. A GMU Wmm FOR OROPPIO 61001 INSTALL ROOF CLIPS seal: 1/I/21 ON OPPOSITE FACE OF ppNi(Mn�y�t se G, ' NOTE. DETAIL ONLY WALL AS STUD TIES AS b u W APPLIES AT BEARING NECE55ARY 1 b WALLS SUFFORTIN6 W project number: :S1 ROOF TRU55E5. 5EE DETAIL 56 ON- PROVIDE CRIPPLE 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION STUD ABOVE HEADER INFO NOT 5HOWN HERE' © copyright ; MULHERN & KULP t JACK STUD na FASTEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc, w/ 51MP50N HT5MI6 TW15T STRAP. drawn by: G D V FA5TEN 5TRAP TO GMU w/ (4) Y4' a DIA. x 2 Y4" LONG TITEN 5GREW5 Mue date: 07-06-17 J PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M) 0 '� a EACH TRU55. OF STUDS, SPACED PER REFER TO PLANS FOR PROVIDE 2x FLAT 5LOGKING FIT + — PLAN (ALT. PER PLAN: REVISIONS: T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU w/ (3) 0513 SHEATHED WALL IN Y4" DIA. x 3Y2" LONG TAPGON5. NN a FA5TEN BLOGKING TO ROOF TRU55E5 "' w/ (2) 3Y4"x0.131" NAIL5 ® EA. END. W }, MIN. 0) 3"xo.131" NAILS fA a T � E 1 � _ _J � T ;11TAILD- 710 m a VET W CAt- 11-09-17 MK N Q 12-11-17 MK IV OPENIN6 IN BRO. WALL INSTALL ROOF CLIPS ROOF TRU5SE5, ON OPPOSITE FACE OF BEARING ON WALL NOTE. DETAIL ONLY WALL AS STUD TIES AS NHERE NOTED ON PLAN APPLIES AT BEARING NECE55ARY WALLS SUFFORTIN6 W project number: :S1 ROOF TRU55E5. 181-17014 PROVIDE CRIPPLE project mgr: S D I STUD ABOVE HEADER t JACK STUD na drawn by: G D V SIMP50N R51*4 STUD Mue date: 07-06-17 PLATE TIE 0 TOP t BOT. OF STUDS, SPACED PER REFER TO PLANS FOR PLAN (ALT. PER PLAN: REVISIONS: HEADER SIZE. 0513 SHEATHED WALL IN FASTEN 70 KING W/ LIEU OF METAL TIES) date: initial: MIN. 0) 3"xo.131" NAILS 11-09-17 MK 12-11-17 MK OPENIN6 IN BRO. WALL 2x4 (MIN) STUDS o 16" Q.G. (5EE PLAN5) OR A5 NOTED ON PLAN5 NAIL STUD5 T06ETHER — — _1 T — PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE SIMPSON D5P I I TO SLAB PER DETAIL TIE OR N H8 STRAP 0 3/501.0 U.N.O.ON PLANS BASE OF JACK t KING TO SOLE PLATE SLAB FOUNDATION IST I=LR. INTERIOR W000 BEARING 0.6,.,�C�ONNECT�ION BELOW R00� LETTERED DETAIL5 ARE TYP I GAL EOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPED I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. mW J F-1 LL Q W a H z� o d° LL N O shect SD2s I 2x EXTERIOR WALL * PROVIDE SOLID 5HIM BETW'N BL05 4 CONNECTOR IF 5LK'G LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE BLK'G 15 GREATER THAN 0/2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. -5EE PLAN FOR SHEATHING EXTERIOR HALL 5HT'G. TO 2x EXTERIOR WALL AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO RIM -SEE PLAN FOR 5HEATHING BOARD w/ 3"x0.131" NAIL5 @ 6" O.G. RUN GONTINUOU5 FULL HEI�HT OFHALLFROM BOTTOM OF AND CONNECTION 5PEG5. EXTERIOR HALL 514VO. TO FASTEN FLOOR SHEATHING RUN GONTINUOU5 FULL HEIGHT I Ye" FULL DEPTH 050 BLOCKING ® I-JO15T5 TO BLOCKING w/ 2 Y2"x0.131" RIM TO DOUBLE TOP PLATE �� 2x EXTERIOR FASTEN 50LE PLATE TO RIM w/ OF HALL FROM BOTTOM OF 48 o.c. ALONG HALL (IST BAY ONLY) -5EE PLAN NAIL5 @ 6" O.G. 2 Y2"x0.131" @ 3" O.G. INTO 3"x0.131" NAIL5 @ 6" O.G. 4 5HEATHING RIM TO DOUBLE TOP PLATE FASTEN 5HEATHING TO EA. BLOCK w/ (5) AND PLAN FOR AND GONNEGTI SOLE PLATE TO RIM w/ 2 2"x0.131" NAIL5 @ 6" O.G. 2 Y2'x0.131" @ 3" O.G. INTO SOLE #8 5GREW5 OR (5)2 Y2 "x0.131" NAILS. PLATE Ye" (MIN.) 055 RIM BOARD ---'II II FASTEN TO EA. I -JOIST @ TOP I -JOISTS 1 Ya" (MIN.) 05B RIM BOARD. � I -JOISTS BOTTOM CHORD w/ (2) 3 Y4'x0.131 " -PER PLAN FASTEN RIM TO EA. BLKG x -PER PLAN I I II NAIL5 PANEL w/ (3)3 Y4'x0.131" NAIL5 lul-f 2 Y "x0.131" @ 3" O.G. INTO RIM MIN. I -JOISTS 2 2 Y2'x0.131" @ 3" O.G. INTO RIM I Ye' 056 BLOGKING EVERY -SEE PL BOARD a - " BOARD OTHER BAY OVER SHEAR HALL FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I-JOI5T (w/ HEB FA5TEN EVERY 055 BLOGKING TO FASTENED w/ (2) 51MP5ON A35 BEAM w/ 51MP50N HETAI6 FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 HALL GON5TRUGTION EMBEDDED STRAP @ 24" O.G. BLOGKING BOTH 51DE5) TO BOND BEAM BEAM w/ 51MP50N HETAI6 (48" O.G. MAX) �' PER STRUCTURAL CLIPS AT EACH BLOCK (PERP.) w/ (1) 51MP50N HETAI6 (48 O.G. MAX) EMBEDDED STRAP @ 24 O.G. PLAN OR Ole," 05B RIM FA5TENED w/ (1) VERT WALL REINF. TO 51MP50N A35 CLIP a 16" o.c. EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT HALL REINF. TO 8" GMU BOND BEAML OVER 5HEARHALL (PARALLEL) W/ (1) #5 CONT. EXTEND INTO BOND BEAM H/ (1) #5 CONT. 8" REINF. GMU HALL 8" REINF. GMU HALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 8 HORZ. REINF. 5PE65 TION @=FK2 TION22 ETION@I�ALCS 9/4"=I'-0' 3/4"=I'-0" SG�J.E: S/4"=I'-0" 2x4 GAT5 @ 16"O.G. FASTENED TO GABLE END FA5TEN 5HEATHING TO 2x4 2x4 BLOGKING w/ TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8'X0.113" (3)3 Y4"xO.131" TOENAIL5. PROVIDE (1) R.5. NAIL5 @ 4"O.G. TOENAILS EACH END 2x EXTERIOR WALL ®STAIRS 51MP50N H3 CLIP @ OR 2-5TORY SPACE OVERHANGS > 12" r7 xa x x -5EE PLAN FOR 5HEATHING FASTEN 50LE PLATE OF 2x HALL - - AND CONNECTION 5PEG5. GYPSUM BOARD TO BOND BM. w/Y2'" DIA. ANCHOR 1'-4" MAX 2'-0" MIN BOLTS @ 6'-0" MAX. PROVIDE FASTEN ROOF 5HEATHING TO PER ARCH FOR FA5TEN 50LE PLATE OF 2x WALL FA5GIA WITH 23/a"X0.113" R.5. FIREPROOFING i i (4) 3 Y4"x0.131" TO BOND BM. w/Y2" DIA. ANCHOR MIN. (2) PER PLATE AND MAX 12 NAILS @ 6" O.G. ROOF 5HTG i i BOLT5 @ 4'-0" MAX. PROVIDE 5HALL BE NAIL5 MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR HALL @ 5TAIR5 OR GABLE END VERTICAL WEB CONT. 24" MIN FROM EA END 3411 2-5TORY 5PAGE. IN51DE FACE REINFORCING OF REG2URIED ONTO ROOF OF DRYWALL 5HALL OVERHANG BY TRU55 MANUF. FA5TEN EXTERIOR 5HEATHING MASONRY 3/4". PROVIDE FURRING LU TO 2x PLATE w/ 2 Y2 "x0.131" ON IN510E FACE OF MA50NRY TO Z_ i /Z NAIL5 @ 3" O.G. MATCH DRYWALL 2x FA5GIA 8" GMU 50ND BEAM w/ -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAIL5 @ 12" (1) #5 BARS CONT. 2x SHEAR HALL 5GHEDULE ON PLAN5 FOR O.G. GONNEGTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFICATION5 CHORD TO TOP PLATE 8 GMU HALL - 5PEGIFIGATION5. (5EE PLAN5) FASTEN ROOF TRU55 TO FASTEN BOTTOM GHORh OFL DOUBLE TOP PLATE w/ GABLE END TRU55 TO TOP PROVIDE 2x4 BLOCKING (3) 3 Y4"x0.131" TOENAIL5 PLATE WITH 51MP50N A35 2x4 BRAGS v4/2x4 @ 48" O.G. IN FIRST (3) „ T -BRACE, SPACED @ BAYS OF ROOF CLIPS ®32 O.G. 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T' w/ 3 Y4"x0.131" TIGHT BETHEEN TRU55 FA5TEN BOTTOM OF 2x4 NAIL5 @ 12" O.G. BOTTOM GHORD5 /� II BRACE TO DBL. TOP SECTION �ET1'tli• PLATE w/ (1) 51MP50N FASTEN DRYWALL TO CJ0 " H2.5A 8 (2)3 Y4"x0.131" @=OEti L " BLOGKING w/5GREH5 WALS 9/4"=I'-0" SGALC: 9/4TOENAILS =i -O /NAIL5 @ 6 O.G. Seal, 1/15/2015 V4 q;3 f?j r ti f, �'ry sp NO , liar FASTEN ROOF 5HEATHING TO 2x BLOCKING m W 23/8"X0.113" R.5. NAIL5 @ 6"O.G. wq u - ,> l" 2x4 BLOCKING IN EA. TRU55 BAY C, FASTENED TO EACH GRO551NG 5TUD w/ (2)3 Y2"x0.131" NAIL5 ' >,� ���' 1 % HALL ROOF TRU55E5 Q copyright: MULHERN & KULP ® 24"o.c. Structural Engineering, Inc, 5HEATHING ON 5PEG5. C: FA5TEN SOLE PLATE OF WALL TO FLUSH � .� BEAM w/ 3 x0.131 NAIL5 @ 8110.0. C: ,a 5HEATHING 5PLIGE 5HALL OCCUR OVER .� 2x 50LE PLATE w/ 2 Y2"x0.131" NAIL5 @ W AN 3" O.G. OR PROVIDE CONT. 5HTG. TO + - dF BOTTOM OF FLUSH BEAM t° Z HANGER II -BY TRU55 MANUF. W }, v' N II Icn W lul CL co FLU5H BEAM Ui -5EE PLAN m o N �. N Q Q SECTION - 2'I SCAM: 8/4"=I'-0' M&K project number. 181-17014 FA5TEN ROOF 5HEATHING 11 11 project mgr, SD 1 drawn by. C D V issuedate: 07-06- 17 REVISIONS: TO FASCIA WITH 2/8 X0.113 R.5. NAIL5 a 6" O.G. date: initial: 11-09-17 MK 12-11-17 MK ` 5EE UPLIFT CONNECTOR 2x FA5GIA 5GHEDULE ON PLAN5 FOR -5EE ARCH CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER 8" GMU BOND BEAM PLATE (51MP50N T55 OR 51M) H/ (1) #5 CONT. @ EACH TRU55. 8 REINF, GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 VERT WALL REINF. TO EXTEND INTO 13OW BEAM CM V 56 5EGTION LETTERED DETAILS ARE TYP I GAL EOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL APDL I GABLE AREAS. THESE NHERE 5PEG I F I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAN5. ■ ■ X Chi a LL Chi 0 sheet: SD2*2