Loading...
2630 Green Swallow Way 18-1605 (a)INDEX FL A0.1.2 SLAB PLAN 'T' FL A1.2 FIRST FLOOR PLANT FL A4.1 SECTIONS FL A5.2 ELEVATIONS'T' FL A5.2.1 ROOF PLAN 'T' FL E1.1 FIRST FLOOR UTILITY PLAN'T' RECORD COPY RE1/IEWFO POR CODE COMPLIANCE fir ��._..MfNER DATE A P RMll ISSUED SHALL BE CONSTRUED TO BE A LICE NSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY FO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODE'S, NOR SHALL ISSUANCE OF A PERMIT PREVENT FHE BUILDING OFFICIAL FROM THEREAFI-ER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED. Reqult!'.x tra be Verlfiecl 60.51ab Inspersion i: #1e- i605 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. REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED 1. REVISION 1 1 x Y/N cn + """""" W )31 � Cr. r 00 ELEVATION 'T' 1981 1981 402 =° 181 661 J la 4*0 • 'e MULHERN+KULP residential structural engineering tl ATE: a20 South Maple Street, Suite 150 • Ambler, PA 19002�,.� •, T��Issylll . ' 7 FOR p215.848.8001 • mulhemkulp.com '��� , O ° 1 °�.*i o "•'I EW ® +Wfm ndmkwed atlbr reNhdtootlKrabdprn�s, REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED 1. REVISION TOTAL XX -XX -XX x Y/N Y/N N � Cr. r 00 ELEVATION 'T' 1981 1981 402 78 181 661 J la :M SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTALGARAGE PORCH PATIO/ COV. PATIO TOTAL w x J N � Cr. r 00 ELEVATION 'T' 1981 1981 402 78 181 661 J la LOT 236 1 11 REVISIONS: Is 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 N the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: is J Uj 2 a O w x J N � Cr. r 00 > U Qi r Z a J la SHEET N0: 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 USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE S G F9 °OAPs• MULHERN+KULP*` • residential structural engineering -a: 131 ®' S TE F 20 South Maple Street, Suite 150 • Ambler, PA 19002 % . • P215.646.8001 • mul6emkulpxom 'm '�`� •„�. O R I'D P•••° �`�� .ilhe 441-8" 22'-8" 21'-4" 22'-0" N1'-0" 6'-411 19'-411 7'-4" 18'-0" 44'-8" SLAB PLANT 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.04.17 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: Q ate} T J N 2 an O r 2 a T a � T 811 ao .............................................................................................................. j " Qi T Z a J 8" PATIO SLAB 00 co W REINFORCE PER LOCAL a0 w I� -1 CODE AND ENGINEER'S a I SPECIFICATIONS ° 1 I I, L00 r r N w N N N r MAIN SLAB T Cl) NOTE: EXTERIOR WALLS ARE DIMENSIONED TO C:" 777777777771 OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. VERIFY UNDERSLAB CONDUIT AT a I KITCHEN ISLAND c�a iv-- ---...........- �8-0 1/4 21-1 1/211 N J� 00 I�._.___..._ ...�.. 00 �7 d, A..^....0 M O ................ I I o � I to o ._.�._.�. I i................................................................................ 1 co N .................................................................................... N u T W H 8'-2 1/211 4 1 /2" 11'-1 1/2" 8'-5 3/4" ? 1 1/4" 16'-4 1/2" 2 e R N GARAGE SLAB o �� REINFORCE PER LOCAL r CODE AND ENGINEER'S Lij SPECIFICATIONS 191-411 a N 71-4" c 181-011 W IF, :; 0 ;a L . . . ........ .......... ..... oCn r PORCH SLA REINFORCE PER LOCAL I CODE AND ENGINEER'S SPECIFICATIONS a J 01 CD �, T 20'-0" 1'-110" 161-4" SLAB TO EXTEND I PAST 8" BLOCK CV C0 N1'-0" 6'-411 19'-411 7'-4" 18'-0" 44'-8" SLAB PLANT 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.04.17 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: Q J W 2 an O r 2 a J a � T m Q 00 j " Qi T Z a J a SHEET NO: FL A0.1.2 WALL LEGEND i TCT FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30722". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 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 2 L A4. 44'-8" 22'-811 22'-0" ap 10'-011 1'-4" 10'-0" 71-11" 14'-1 " SOFFIT, SEE 3'-1 1/2" 3'-0" 1'-4" 3'-0" 3'-71/2" EXT. ELEV. 3050 SH 3050 SH �. ---------- COVERED ----- —COVERED I 2468 OD LANAI OD WIC4'-0" 6'-0" 5'-411 3'-0" 811 31-011 811 Ci I 9'4" CLG HT. w 6080 S.G.D. 3050 SH 3050 SH — — — — — — — — M. BED T 9'-4" CLG HT. 30'-711 3'-91 /2" 61.0" 4'-3 1/2" M io ti DINING °' FAMILY 9'-4" CLG HT. 9'-4" CLG HT. 5 6'-10 1/2" 3'-6" 20'-2 1/211 2868 . 21.611 11.01 W N `cw s 2468 z TN m co LO O T T O �j Z co T ai Ln ¢ 4 1 0� [, 611 - 0 0 °' BA X `O WASHER ALWAYS ONSLIDING M II •- BYPASS 13 � C14 0 0 LEFT, ALL M DOOR I CONDITIONS of o KITCHEN 2668 9'-11 1/2" 3'-7 1 " 6'-1 1/2" 6'-11 1/2" 3'-11" 2'-2 1/2" V-7" 10'-3 1/2" . O V-41/2" � M VERIFY N REF iu LOCATION I aTo HVAC I N I N o IN FIELD q N 1 I M I CL q �? CC 2468 BED 2 M M T a I O 2468 co I M 9'-4" CLG HL 4 NN 2668 2468 N i� N T S I— LA PANTRY I ® I N C? 3'-51 /2" 2'-8" 11'-10 1/2" L2858 iA 1, L—J `r A2868 0 e N ® r r WH 1 P• 6'-5" 71-2" 6'-1 1/2" FOYER BA 2 N N 3'-2" 16-61 /2" N � T 19'-8 1 /2"}} ` io 9 rn ' M O" N BED 3 GARAGE - o . N 9'-4" CLG HT. ao N �O r d, iv r 2 868 rn 6'-91/211 5'-1" 4 1/2" "� Zo T 368 o — N I CM 3'-4" 3'-411 I W I C iG PO CH I ` BED 4 L---- rn 9'-4" CLG HT. _ 201-011 I 16'-0" 2'-011 WIC I 1 (V I `co 16070 SECTIONAL SOFFIT, EE 2468 o EXT. ELEV. 3050 SH 3050SH N N 7/1 5'-811 3'-0" 811 3'-0"711 '-0' 6'-4" 12'-1`71" 5'-1" 19'-4" 7'-411 18'-011 44'-811 FIRST FLOOR PLAN ELEV'T' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" FAT X 17" LAYOUT C + to 0 QZ _ W ISSUE DATE: 10.04.17 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 7 1 LAST SAVED BY: a J W MULHERN+KULP 1 2 v* residential structural engineering ="v% O Suite 20 South Maple Street, Suite 150 • Ambler, PA 19002 rte'; SE S. T �'°• F :•4: P215.646.8001 • mulhemkulp.com'✓,.� , R 1 O.•• J o � o thAbm+141p ndMA*redary*dr p�j Wd has to*ffdBd*& 2 L A4. 44'-8" 22'-811 22'-0" ap 10'-011 1'-4" 10'-0" 71-11" 14'-1 " SOFFIT, SEE 3'-1 1/2" 3'-0" 1'-4" 3'-0" 3'-71/2" EXT. ELEV. 3050 SH 3050 SH �. ---------- COVERED ----- —COVERED I 2468 OD LANAI OD WIC4'-0" 6'-0" 5'-411 3'-0" 811 31-011 811 Ci I 9'4" CLG HT. w 6080 S.G.D. 3050 SH 3050 SH — — — — — — — — M. BED T 9'-4" CLG HT. 30'-711 3'-91 /2" 61.0" 4'-3 1/2" M io ti DINING °' FAMILY 9'-4" CLG HT. 9'-4" CLG HT. 5 6'-10 1/2" 3'-6" 20'-2 1/211 2868 . 21.611 11.01 W N `cw s 2468 z TN m co LO O T T O �j Z co T ai Ln ¢ 4 1 0� [, 611 - 0 0 °' BA X `O WASHER ALWAYS ONSLIDING M II •- BYPASS 13 � C14 0 0 LEFT, ALL M DOOR I CONDITIONS of o KITCHEN 2668 9'-11 1/2" 3'-7 1 " 6'-1 1/2" 6'-11 1/2" 3'-11" 2'-2 1/2" V-7" 10'-3 1/2" . O V-41/2" � M VERIFY N REF iu LOCATION I aTo HVAC I N I N o IN FIELD q N 1 I M I CL q �? CC 2468 BED 2 M M T a I O 2468 co I M 9'-4" CLG HL 4 NN 2668 2468 N i� N T S I— LA PANTRY I ® I N C? 3'-51 /2" 2'-8" 11'-10 1/2" L2858 iA 1, L—J `r A2868 0 e N ® r r WH 1 P• 6'-5" 71-2" 6'-1 1/2" FOYER BA 2 N N 3'-2" 16-61 /2" N � T 19'-8 1 /2"}} ` io 9 rn ' M O" N BED 3 GARAGE - o . N 9'-4" CLG HT. ao N �O r d, iv r 2 868 rn 6'-91/211 5'-1" 4 1/2" "� Zo T 368 o — N I CM 3'-4" 3'-411 I W I C iG PO CH I ` BED 4 L---- rn 9'-4" CLG HT. _ 201-011 I 16'-0" 2'-011 WIC I 1 (V I `co 16070 SECTIONAL SOFFIT, EE 2468 o EXT. ELEV. 3050 SH 3050SH N N 7/1 5'-811 3'-0" 811 3'-0"711 '-0' 6'-4" 12'-1`71" 5'-1" 19'-4" 7'-411 18'-011 44'-811 FIRST FLOOR PLAN ELEV'T' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" FAT X 17" LAYOUT C + to 0 QZ _ W ISSUE DATE: 10.04.17 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 7 1 LAST SAVED BY: a J W Z CL r O Z a = J a J o � o T LL 00 C0 r U. Z Q J a SHEET NO: FL A1.2 app.•,- ,+ r Jp/� // �® CZ 4 MULHERN+KULP +"MONO W residential structural engineering -a �7xa: ■„J 0 T mx 20 South Maple Street, Suite 150 • Ambler, PA 19002'.x. m ��'� ,; 2 p215.646.6001 • mulhemkulpxom,® R'MM4�Q Win ��e�a�y ewe ISSUE DATE: 10.04.17 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 ROOF TRUSSES PER STRUCTURAL ENGINEER 1 ST FLOOR PL. HT. rh 1STFL. WDW.HT. LANAI DINING I CH N �'' GARAGE ; . LAST SAVED BY: 00 1 ST FLOOR FIN. FLR. ............ . ... LU BUILDING SECTION 'T' _ 1/41' — 1 1-0tv AT 22"X34" LAYOUT 1/W--- — 1 -0 AT 11 X 17 LAYOUTam 0 = U z0. W WM N r Z a J 0. SHEET N0: FL A4.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-0" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 5 N 12 iii 5 12 5� 6" E16 FASCIA 1 ST FLOOR PL. HT. 1 ST FL. WDW. HT. „ �, ��' ... —— , 1 ST FLOOR FIN. FLR.- - �� _ r 7� RIGHT ELEVATION 'T' 3 1 /4" = 1'-0" FAT 1 /8"= 1'-0" FAT " X 17" LAYOUT rh 1 ST FLOOR P.L. HT. __• 1ST FL_W rh 1 ST FLOOR PL. HT. iS 1 S' 81@ SMOOTH OACH LIGHT FLOOR FIN., FLI3,_ ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 5 N 12 iii 5 12 5� 6" E16 FASCIA 1 ST FLOOR PL. HT. 1 ST FL. WDW. HT. „ �, ��' ... —— , 1 ST FLOOR FIN. FLR.- - �� _ r 7� RIGHT ELEVATION 'T' 3 1 /4" = 1'-0" FAT 1 /8"= 1'-0" FAT " X 17" LAYOUT rh 1 ST FLOOR P.L. HT. __• 1ST FL_W rh 1 ST FLOOR PL. HT. iS 1 S' 81@ SMOOTH OACH LIGHT FLOOR FIN., FLI3,_ III WFES 019111010IF11110 M:]l 11 MI[ W]i IM I moiUj on N 0 MIN Z Fft W_ O 611 SMOOTH 411 Cl' Z J ° � R FIN. FLR_ r ()0 W W T 1 ST FLOO FRONT ELEVATION'T' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8'!--- V-0" AT 11 " X 17" LAYOUT T 12 �5 12 N 5 LO I/ 12 �5 6" C7 E16 FASCIA o 1 ST FLOOR PL. HT. 00 1 ST FL. WDW. HT. , r BO r, , , 1 ST FLOOR FIN. FLR.— LEFT ELEVATION'T' 4 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11" X 17" LAYOUT REAR ELEVATION'T' 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT I ro®% G. ®G*E IV a 2 144MULHERN+KULP residential structural engineering ° • ATE 20 South Maple Street, Suite 150 • Ambler, PA 19002 O,> °. P P215.846.8001 • mu/hemkulpcom '��®C� S� ,® ®R ISSUE DATE: 10.04.17 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: a SRI]`r r moiUj Z a O z Cl' Z J ° � R FIN. FLR_ r ()0 W W T Z Q J a 12 �5 12 N 5 LO I/ 12 �5 6" C7 E16 FASCIA o 1 ST FLOOR PL. HT. 00 1 ST FL. WDW. HT. , r BO r, , , 1 ST FLOOR FIN. FLR.— LEFT ELEVATION'T' 4 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11" X 17" LAYOUT REAR ELEVATION'T' 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT I ro®% G. ®G*E IV a 2 144MULHERN+KULP residential structural engineering ° • ATE 20 South Maple Street, Suite 150 • Ambler, PA 19002 O,> °. P P215.846.8001 • mu/hemkulpcom '��®C� S� ,® ®R ISSUE DATE: 10.04.17 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: a moiUj Z a O z Cl' Z J ° � a r ()0 W W T Z Q J a SHEET NO: FL A5.2 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO SELECTED BY OWNER. VERIFY WITH 1/300 WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION MANUFACTURER OF HIGH AND LOW VENTS TO RATE NOT EXCEEDING I -PERM INSTALLED ON THE WARM - BE USED FOR MINIMUM CALCULATED VENTS IN -WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL ®�s ,® ONAL ��o® % 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 T 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 ATTICS IN THE ROOF SHEATHING (AS ALLOWED AS REQUIRED BY THE BUILDING OFFICIAL. -BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE THE TWO OR ISOLATED ATTIC SPACES SHALL OPENINGS BETWEEN THE ADJACENT ATTICS IN THE ROOF BE VENTED INDEPENDENTLY TO MEET,'2017 SHEATHING (AS ALLOWED BY THE STRUCTURAL ENGINEER) FLORIDA BUILDING CODES. TO ALLOW 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 FRAMED ELEMENT. SOFFIT VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV. 'T' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 12641 SF 1633.92 int 1267.84 int 2 L r EAVE ROOF PLANT' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.04.17 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: Q J Uj o ; 4 144MULHERN+KULP residential structural engineering pro: ®®:` S E 20 South Maple Street, Suite 150 • Ambler, PA 19002°O R 1 C?°'° p215.846.8001 • mulhemkulp.com ®�s ,® ONAL ��o® % J � T "M+v* Q*.wkv rdWWWxv*ff1k sun 2 L r EAVE ROOF PLANT' 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.04.17 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: Q J Uj 2 a O 2 J a � T LL O Cg) 0 CF) T Z a J a SHEET NO: FL A SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS WP/GFI @ A/C COND. VERIFY LOCATION IN FIELD AC A/C DISCONNEC' TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEU ELECTRIC METER WP/C NOTES: LEGEND: J W = - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. z DUPLEX OUTLET a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE °" CHIMES O\\ v v CEILING FAN (PROVIDE SUPPORT) WP �, EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET K} WALL MOUNTED INCANDESCENT T LIGHT FIXTURE 4 PUSHBUTTON SWITCH '/ // \\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) oFi .GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET 110V SMOKE DETECTOR so HARDWIRED AND O INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) ®VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR �--® GAS SUPPLY WITH VALVE W 22ov 220 VOLT OUTLET O THERMOSTAT REINFORCED JUNCTION Box EXHAUST FAN/LIGHT COMBINATION (VENT EXTERIOR) P" TELEPHONE "a HOSE BIBB m � WALL SWITCH FT-v]TELEVISION —� 1/4" WATER STUB OUT FLUORESCENT LIGHT FIXTURE � ELECTRIC METER a THREE-WAY SWITCH 0 T{ WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECTSW17CH W z x u- y30"HIGH 30" HIGHVANITY q s LL O BASE CABINET CABINET �, „ i0 r N Q 10: H � m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS WP/GFI @ A/C COND. VERIFY LOCATION IN FIELD AC A/C DISCONNEC' TELEPHONE/ TELEVISION SERVICE BOX SERVICE PANEU ELECTRIC METER WP/C NOTES: LEGEND: J W = - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. z DUPLEX OUTLET a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE °" CHIMES O\\ v v CEILING FAN (PROVIDE SUPPORT) WP �, EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET K} WALL MOUNTED INCANDESCENT T LIGHT FIXTURE 4 PUSHBUTTON SWITCH '/ // \\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) oFi .GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET 110V SMOKE DETECTOR so HARDWIRED AND O INTERCONNECTED W/ BATTERY BACKUP RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED L.E.D. FIXTURE (VP) ®VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR �--® GAS SUPPLY WITH VALVE O EXHAUST FAN (VENT TO EXTERIOR) 22ov 220 VOLT OUTLET O THERMOSTAT REINFORCED JUNCTION Box EXHAUST FAN/LIGHT COMBINATION (VENT EXTERIOR) P" TELEPHONE "a HOSE BIBB � WALL SWITCH FT-v]TELEVISION —� 1/4" WATER STUB OUT FLUORESCENT LIGHT FIXTURE � ELECTRIC METER a THREE-WAY SWITCH © ELECTRIC PANEL T{ WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM y DISCONNECTSW17CH FIRST FLOOR UTILITY IT' 01/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: a J W = a z O a r p 00 0 CF) IUL TM N Z W LL a J a SHEET NO: FL 6.2 "t 44'-811 121-011 101— Q, II 22'-011 PROVIDE 8"x24"x24"PROVIDE 811x16"x2411 I THICKENED SLAB LONG THICKENED BELOW GOLUMN SLAB BELOW 5D1.0 ABOVE COLUMN ABOVE J r 7 PORCH 5LAB: o I N 5D1.0 3 %211 GONG. 5LAB ON GRAE)E I LU (2500 P51 MIN.) w/ 6x6-WI.4xNI.4 tL q ME5H OR FIBER MESH ON q5% a SDI.o GOMPAGTED FILL OR VIRCGIN 501L. I 5.6.0. REGE55 PER MANUFAGTURER'5 INSTRUCTION 4'-0" b'-0" 12'-8" 221-011 I I I GONGRETE 5LAB: 3)12" GONG. 5LAB ON GRADE (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 MESH OR FIBER ME51-1 OVER 6 I MIL. POLY ON 15% GOMPAtGTE0 FILL OR VIRGIN SOIL. I 5EE BLOGK PLAN FOR VERTIGAL BAR LOGATION5 I i I 11-21/2" 7'-51%2" _... 181_011 I I I I I I 5 5 I I 5DI.0 5DI.0 I I I I I - Io' N i � 12 I I � I 5D1.0 5DI.0 I II PORCH 5LAB: SDI.o I LU3 y2 GONG. SLAB ON GRADE = I (2500 P51 MIN.) W 6x6-WI.4xNI.4 ME51-1 OR FIBER ME5H ON q5% L--_-------------� I GOMPAGTEP FILL OR VIRC71N 501L. Uz L--- —-- ------------J N 6 5DI.0 7'-4° 2'-011 Ib' -0" 21-011 5DI.0 Vo 20'_011 b'-8" 18'-0" or 44'-8" SLAB FOUNDATION PLAN SCALE: 1/5'*' -011 ELEV. T GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DESIGNS ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGF COMPATIBILITY of HARDHARE t FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER t HARDWARE SUPPLIERS TO COORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 p51:....... SLABS ON GRADE (INTERIOR t EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.C) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 v4/ MAX 3/g" AGGRE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM G40 WITH A MINIMUM GOMPRE551VE STRENGTH OF I6100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • lREINFORCED GMU GORE5 (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 3011 LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 501-I1? ON EACH 51DE OF ALL MA50NRY OPENIN675 AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2018 E. •o : ® eur VmP • r®®® •• < ,QQ•••�,� ®m Un...OR••••••• rz> ®®®® ®ONS I- © copyright: MULHERN & KULP Structural Engineering, Inca a tM J D c 03 - ca z ten. �N W ++ N _ o 03 Jr D N �L- iia IV M&K project number. 1 81-1 601 2 project mgr: S D I drawn by: JTS issue date: 1 1-02-16 REVISIONS: date: Initial: 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK CD W 0 z = i I I I I Z N i � 12 I I � I 5D1.0 5DI.0 I II PORCH 5LAB: SDI.o I LU3 y2 GONG. SLAB ON GRADE = I (2500 P51 MIN.) W 6x6-WI.4xNI.4 ME51-1 OR FIBER ME5H ON q5% L--_-------------� I GOMPAGTEP FILL OR VIRC71N 501L. Uz L--- —-- ------------J N 6 5DI.0 7'-4° 2'-011 Ib' -0" 21-011 5DI.0 Vo 20'_011 b'-8" 18'-0" or 44'-8" SLAB FOUNDATION PLAN SCALE: 1/5'*' -011 ELEV. T GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DESIGNS ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE515TANGF COMPATIBILITY of HARDHARE t FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER t HARDWARE SUPPLIERS TO COORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 p51:....... SLABS ON GRADE (INTERIOR t EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.C) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 P51 v4/ MAX 3/g" AGGRE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM G40 WITH A MINIMUM GOMPRE551VE STRENGTH OF I6100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BA5ED ON AGI 530/530.1 • lREINFORCED GMU GORE5 (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 3011 LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF HALL • PROVIDE (1) #5 BAR GROUTED 501-I1? ON EACH 51DE OF ALL MA50NRY OPENIN675 AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2018 E. •o : ® eur VmP • r®®® •• < ,QQ•••�,� ®m Un...OR••••••• rz> ®®®® ®ONS I- © copyright: MULHERN & KULP Structural Engineering, Inca a tM J D c 03 - ca z ten. �N W ++ N _ o 03 Jr D N �L- iia IV M&K project number. 1 81-1 601 2 project mgr: S D I drawn by: JTS issue date: 1 1-02-16 REVISIONS: date: Initial: 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK CD W 0 z REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES LEFT HAND (n Z a z U. 0 0 H Q a 00 w �ZV-4 0) 2 o � O Z Z � a. L- o REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES LEFT HAND I r - m 33'-0" T 0 I BLOCK PLAN ELEV. T MASONRY LINTEL A55EM13L I E5 5EE 5GHEOULE AND 5PECIFIGATIONS FOR ADD'L INFO GRotrM GROUT BOTTOM REINF. PRECAST LINTEL w/ i I I EMBEDDED REINF. PRECAST LINTEL W/ I I EMBEDDED REINF. MB -1 MB -2 MB -I m� ----- m� TOP REINF. 8F8-IB/OT TOP REINF. (1) #5 a MB -3 VERTICAL (1) #5 GROUT Y: SHEAR TIES _ • 6ROVr rl- MB -4 BOTTOM REINF. (1) #5 BOTTOM REINF. 180 DEGREE HOOK TIB PRECAST LINTEL W EMBEDDED REINF. AND LOTT'S CONCRETE. PRECAST LINTEL W I I EMBEDDED REINF. I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. � 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=b0 kSi 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. THIS ASSEMBLY REQ. MB-3/SWAR MB -3A MB -4/ MB -4A TI �T M1546 LINTELS LINTELS DESIGNATED WITH AN MB -3e/40 514ALL BE CONSTRUCTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD CUTTING THE TOP OF THE PRECAST LINTEL DOM 2". ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT TM TOP LINTEL COURSE. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB -I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB -3 8FI6-IB/IT (1) #5 (1) #5 #3 VERTICAL TIES a 4"o.c. w/ MB -4 8FI6-2B/IT (1) #5 (2) #5 180 DEGREE HOOK TIB APPROVED LINTEL MANUFAGTURER5 ARE: GAST-CRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=b0 kSi 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG 8318 AND ALL RELATED 5UBGATEGORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE 5LAB-ON-6RADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTEGTION, THE 5LEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51N6 A NON-GORRO5IVE GLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR 5PRAY HEAD5, AND ROOF DOHN5POUT5 5HALL D15GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOGK5. GUTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN (b INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL 5MCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 5011- BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE5161\15 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORRO51ON-RE5I5TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER t HARDWARE 5UPPLIER5 TO COORD, • CONCRETE DESIGN BASED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p5i:....... FOOTIN65 2,500 p51:....... SLA135 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL GONGRETE EXPOSED TO THE HEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" DELON FINISH GRADE, • FOOTINC75 AND SLABS ON GRADE 5HALL BEAR ON VIRGIN 501L OR 1536' COMPACTED FILL. •PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB Ep6E5, AND OTHER LOCATIONS WHERE SLAB CRACK5 ARE LIKELY To DEVELOP. (20'-0" D.G.) • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 0I5GONTINUOU5 END OF REINF. • GROUT SHALL BE A5TM 6416 F'c=3000 P51 w/ MAX 3/a" AGGREGATE • GONGRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORGED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW, PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY GELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR HALL5. (A5 5HOWN ON PLAN5) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. ■ REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: 05/41P a "e u air e �a Q copyright: MULHERN & KULP Structural Engineering, Inc, a� c J °4) Dm t a Y ,C + a) E a m Z� V � d v� rn � E cc N CO L" an IV IF W project number. 181-16012 project mgr. SD I drawn by: JTS issue date: 1 1 -02- 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK 11-1. ==J 2 0 Z sheet: LEFT HAND S201 ROOF FRAMING PLAN 5CALE: I/8"=1'-0" ELE\/. T RESER TO 5-0.0 FOR IYPIGAL STRUCTURAL NOTES 4 SCHEDULES seal: 1/15/2018 ®oma ��,•�®C•�•� •°♦.°��♦�d' 0 78 4 B ♦ {J AT uu tl� ♦ "+e.4y �bB ® v •on`" © copyright: MULHERN & KULP Structural Engineering, Inc. a� J � �(D c a a m ZOWN� a � N TT N 1 c0 as C D y N N C. M&K project number: 181-1 601 2 project mgr SDI drawn by: JTS issue date: 1 1 -02-1 6 REVISIONS: date: ini#id 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK LU w 2 0 S ZU. a ,J O ROOF FRAMING PLAN 5CALE: I/8"=1'-0" ELE\/. T RESER TO 5-0.0 FOR IYPIGAL STRUCTURAL NOTES 4 SCHEDULES seal: 1/15/2018 ®oma ��,•�®C•�•� •°♦.°��♦�d' 0 78 4 B ♦ {J AT uu tl� ♦ "+e.4y �bB ® v •on`" © copyright: MULHERN & KULP Structural Engineering, Inc. a� J � �(D c a a m ZOWN� a � N TT N 1 c0 as C D y N N C. M&K project number: 181-1 601 2 project mgr SDI drawn by: JTS issue date: 1 1 -02-1 6 REVISIONS: date: ini#id 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK LU w 2 0 S sheet: LEFT HAND ZU. ,J W Z 0) D Z sheet: LEFT HAND Q" CMU BLOCK , 8" GMU BLOCK R4.1 FI -FOIL OR (I) #5 FROM FTG. TO Y2" GYP. BD. EA. 51M (V #5 FROM FTG. TO EQUAL OVER 3/4" BOND BEAM. SPLICE OF 2x'5 0 Ib" O.G. FURR STRIPS TO BE MIN. 301, STUD PLATE TIES e BOND BEAM. SPLICE GROUT CELL 50LID STUD TOP 4 BOT. (IF TO BE MIN. 30" 3Y2" GONG. SLAB w/ ,4. N NOTED ON PLANS) 6ROUT CELL 50LID LU FASTEN 2' 8N O.C. AND 12" MAX FROM WWF OR FIBERMESH REINF. OVER b MIL. END OF WALL (1UNLE55 NOTED Q w: VAPOR BARRIER} <t PT. BOT. PLT. OTHERWISE ON PLANS) MATCH GMU LED6E ;k x PER I/5DI.0 °. 4 d _GRADE _ °: .:. ° I =1 I=1 1=1 1- P. = GRADE — — s . I=I I FE I=1 I I— I I — — - -1�==III ' I I I=I I I 4 I=I I=I I=1 I I 1-I I=I I—I I=I I =I I=I I=1 I I I —I I I—I I=L=I 4• I =1 I I—I I I �z �� = T-III--III=III=1•.� � 'IIIA 1 I f—LII—I I e , a`:•; I � I—III—III—III • •'� �• • 4 , '. d " II=III=III=1T_I—I o 911 111— I 1 IEEI I f=III O — ;III -1 I I III ITI—III—i I I I—III—III—III —III—III—i I I—I I —III—III—III— I—III—I I- I—III—III—I •• �'•'�=1 I ISI 11=1 I I III—III III—III 1=1 1I- ' III—III-1 ' I 1=1 11=1 I I III—III ; = —I I I, ,I 11-1 I I— _ �11=III IIIT—f=—I-I-1 11=I I (= 811 #5 HORIZ. Ii_CONT. ON CHAIRS I GLEAN MONOLITHIC GLEAN I IIII—I (3 MIN. COVER) MONOLITHIC COMPACTED FILL I,�� FOUNDATION W/ COMPACTED FILL 11_oll FOUNDATION W/ WHERE 2ND STORY a 15% STANDARD (2) #5 HORIZ. o 15% STANDARD (2) #5 HORIZ. OCCURS FTG. SHALL BE DENSITY MIN. CONT. ON CHAIRS DEN5ITY MIN. (3" MIN. COVER) CONT. ON CHAIRS I'-8" WIDE w/ (3) #5 BARS WHERE 2ND STORY WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG, SHALL BE OCCURS FT6. SHALL BE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT 1'-4" WIDE W/ (2) #5 BAR5 1'-4" WIDE W/ 0 #5 BARS REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS FOOTING SECTION W/ BLOCK DETAIL CURB PITAIL 5 PBEARING WALL FOOTING PETALIL eras, &!�t%ll WADS W NON -LOAD BRO. WALL GAR) 67E ( INTERIOR ^CC��T C�^Tlil/� tl/11.1l�L'Xb11.1/! 1"1L�TAII 6. 5 5 SLOPE I 3/4" RECESS I SLIDING GLASS W. ' ° d ° ° SILL FORMED ON 51TE EXP JOINT ° SLOPE SILL FORMED ON 51TE 3 Y2" GONG. SLAB (2500 P.S.I) W/ bxb kLU I 10/10 W.W.M. AND b MIL, m w I VAPOR BARRIER d: EXP JOINT :.� 4ME0,SPECS EXTERIOR OMA N& 4 56D POURED BILLS DETAIL FILLED CELLS (SEE PLAN) 20"x8" THICKENED E196E W/ (2) #5 GONT. vn�nvr :.`'�1; TOP VIEW ®CORNER F -�6ARA6E WALL 11 3 Y2" GONG. SLAB 4 m a. . THICKENED W67E ® GARAl POOR PETAIL b" GMU BLOCK (1) #5 FROM FTG. TO R4.1 FI -FOIL OR BOND BEAM. SPLICE EQUAL OVER TO BE MIN. 25 FURR STRIPS 6ROUT CELL 50LID 3 Y2" GONG. SLAB W/ WWF OR FIBERMESH REINF. OVER b MIL. VAPOR BARRIER GRADEI—III i i—III—III—III d ° ' ° : ' �I I II I lilll l_IIIITIII; 1 I I-1111=III—I I' —III—I II—III- �=III—_— _—III= Q �—III—III ' a •° d .. I—I I I� _ III— A/C CHASE PVC 5LEEVE TO BE -III-1 I I—III=11; I'' TWIGE THE DIAMETER OF PROTECTED PIPE 10 CHASE DETAIL scar, N% W'xe THICKENED SLAB W/ (1) #5 CONT. 0I�Nlll 1116E DETAILeras, seal: OW261 ^e s o° ey P 7 INTERIOR " AT 4�F a Y2" 6YP. BD. EA. SIDE OF 2x4'5 o Ib" O.G. ®®�,i®®F" ""u A®�0a®e®FASTEN WY4"x5" LON6 TAPGON5 °1® ARA6c 0 2'-b" O.G. AND 12 MAX FROM � 2 1/4" END OF WALL NNLE55 NOTED 1112'1 OTHERWISE ON PLANS) c copyright : MULHERN & KULP � STUD PLATE TIES 0 STUD Structural Engineering, Inc. } PT BOT. PLT. I TOP 4 BOT. (IF NOTED ON PLANS) a qc.. I a e'W C e: ..,e a a. Q •e J z e •°q •': 4 r e d a +_ EE (2) #5 HORIZ. CONT. ON CHAIRS 10" I 10" ZLo 0" MIN. COVER) U +r UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE C ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS 4 c� D -2luri e3 OPP5ET POOTING 11EAR1NG PETA�IL ( N a 'Q' eras, FM&Kroject number 81-1 601 2 8" CMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr: SDI EXTERIOR DOOR EQUAL OVER 3/4" drawn by: ,J`I"S FURR 5TRIP5 issue date: 1 1-02-16 MTL. THRESHOLD 3 Y2" GONG. SLAB w/ SET IN SEALANT WWF OR FIBERMESH REVISIONS: REINF. OVER b MIL. PORCH 5LA13 VAPOR BARRIER date: initial: (5EE PLANS) 08-29-17 MK ,4 d ° •, I I M 1=1 11— 09-18-17 MK • ¢ ' • , '' ITI—III III III, , ' —III—I I I—III—I i lI ' ':.'. ��� ' III 1 I I-1T_I-1 11- 10-06-17 MK —III—I 115=Ti�1I 12-11-17 MK I I I I I —1 1 o` 4•, (—III III GLEAN COMPACTED' I 1=III=111 : FILL m 15% STANDARD -I J=1I11=11 DEN5ITY AND TERMITE 7111=1 I J= I I—I I I—III 111— I I —III—III=III— I—'' TREATED MONOLITHIC - =1 11= FOUNDATION W/ I -pal (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0° MIN. COVER) Cz WHERE 2ND STORY OCCURS FT6. SHALL BE W? I'-4" WIDE W/ (2) #5 BARS W mmJ- � ENTRY POOR P�T,41 L eras, � 8" GMU BLOCK PROVIDE 30"MIN. LAP SPLICE S" CMU BLOCK (V #5 VERT. IN 3Y2" GONG. 5LA6 w/ R4.1 FI -FOIL OR 6ROUTED CELL, FULL -.: WWF OR FIBERMESH EQUAL OVER %4" UQ (� REINF. OVER b MIL. FURR STRIPS U 1 HT. (SEE PLANS FOR VAPOR BARRIER (1) #5 FROM FT6. TO i LOGATION5) BOND BEAM. SPLICE TO BE MIN. 30" 3)/2" GONG. 5LA13 W/ r --y °•.. .a_•' .4 d• ° `d GROUT CELL 50LID WWF OR FIBERME5H I-REINF. OVER b MIL. PORCH SLAB N VAPOR BARRIER �--, (I I I- (SEE PLAN) UJ T 'tel BREAK FAGS• ... � °' . SHELL TO ALLOW 4 d FOR SLAB —` _ a _III=III=IIITI I I- 1-III—I I III—III—IIIA I_ l.t." EXP JOINT _I—III-1 � 0-III—ITI d a III—III—I 0 GRADEx ROUT SOLID -1 =I I=� BELOW SLAB DOWN I=� _=III—III MONOLITHIC CO LLJ TO FOOTING III I I I III—III—III , .III- FOUNDATION W/ • CLEAN—IIITIII- COMPACTED FILL (2) #5 HORIZ. (I) #5 DOWEL W/ b" d: � 12"xlb" CONT. CONT. o 15% STANDARD I �-��� CONT. ON CHAIRS HOOK (SEE PLANS FT6. W/ (2) #5 HORIZ. DENSITY MIN. (3" MIN. COVER) 0 FOR LOGATIOW GONT. ON CHAIRS (3" Z Q IA*. MIN. COVER) WHERE 2ND STORY Z Z °I--� OCCURS FTG. SHALL BE 1'-4" WIDE W/ (2) #5 BAR5 O PROPPED GRAPE DETAIL @=V=l t, RIo scaR IIA�LL 19 PORCH 5LA11 DETAIL (I 0 Was gra sheet: SDI • d- (4)2%,"X0.113" R.5. TOE NAILS VALLEY 51sT OVERFRAMING TRU55 FASTEN EACH OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 — - GLIP OVERFRAMIN6 ROOF 5HEATHING 23/8'x0.113" R.5. NAIL5 ® 6" O.G. (EDGE NAIL) 23/8"X0.11.3" R.5. NAIL5 ® 6" O.G. / —MAIN ROOF 5HEATHING MAIN ROOF TRU555 TYP I CAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.5. 2x8x12" P.T. CL OF OPENING CENTER BUCKS I Y2" DIA. J -BOLT* (5EE BELOW) 2X4 P.T. TOP BUCK 2X8 P.T. BUGK EACH 51DE OF OPENING PROVIDE (5))/2" DIA. J -BOLT* W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) Y2" x THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) * PROVIDE Y2" DIA. x 012" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155EP DURING GONSTRUCTION &ARA6E DOOR BUCK DETAIL K SCALE: N% FA5TEN ROOF 5HEATHING TO FA501A WITH 23/8°X0.113" • . O.G. BY TRU55 MANUF. Ed 7 - EN61NEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 5EE UPLIFT CONNECTOR 51MP50N HGAMIOKTA 2. PROVIDE %W DIA HOLE= FOR DOWEL, INFORMATION NOT SHOWN -5EE ARCH ►� 64! ►i 64.x. !, 8" GMU 13OND BEAM •i i•4, GONT. 5EE UPLIFT CONNECTOR WREINF. GMU PqALL -i ►•4i -5EE PLAN FOR VIERT.�1 ►1; HORZ. LOCATED PER PLAN PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ALL LAPS IN MA50NRY 25" - RUNNING BAR-----, #5 GORNER BAER 6ROUTED CELL TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL SCALE: NTS -�- --- BOND-BEAM—� �-GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CA5T-GRETE WINDOW 51LL, OR EQUIV. ---n NOTE -5: �+— BOND -BEAM ►- I. 2X PT BUCK5MAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF 3i(6"x4" TAPGON5 6" FROM END5 AND 16" D.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. RECE-55ED 2, BUCKS LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E. } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA667ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2 Y2"x0.131" NAILS ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFAGTURER'5 5PEG5. BY WINDOW/DOOR MANUFACTURER DOOR BUCK DETAIL SCALE: Nrs GA5T-CRETE WINDOW 51LL, OR EQUIV. — DOUBLE WINDOW L M,450NRY PIER DETAILSCALE= NTS 2x4 GATS @ 16"o.c. FA5TENED TO GABLE END FASTEN 5HEATHING TO 2x4-----,,\ TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ 23/8"X0.113" TOENAILS. R5 NAIL5 ®4"OG 12" MAX 2'-0" MIN I ROOF 5HTG SHALL BE GABLE END VERTICAL WEB CONT. 24" MIN REINFORCING AS, REQURIED I ONTO AROOF 2x4 BLOCKING w/ (3)3 Y4"x0.131" TOENAIL5 EACH END x, x x (4) 3 Y4"xD.i31" NAILS RETROFIT DETAIL -5EE PLAN FOR VERT. w 4 HORZ. REINF. 5PEG5 /NAILS ® 6" O.G. 5ECTION SECTION / SEON SCALE: 11/4'4-0'11/4'4-0'�� CTI WAU: 8/4"0I'-0" v� EEO111110 - 5EE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU H/ 51MP50N HT5MI6 TW15T STRAP. FASTEN 5TRAP TO GMU wl (4) Y4' DIA. x 2,V4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 m EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3Y4"x0.131" NAIL5 ® EA. END. PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDICULAR TO WALL W GMU BOND BEAM W/ (1) #5 GOVT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 (1) #5 IN BOND BEAM %T — — — — — W 7 F t (1) #5 BAR IN PREGA5T LINTEL (2) #5's VERTICAL IN 61ROUT FILLED Q CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO 10 BE GROUT FILLED PROVIDE # OF DOWEL5 ® 5LAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTE0 AND 51ZED PER NOTES 6ARA6E DOOR PERT• RE1NPORC1NG DETAIL NOTES: BY TRU55 MANUF. �— - EN61NEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 5EE UPLIFT CONNECTOR 51MP50N HGAMIOKTA 2. PROVIDE %W DIA HOLE= FOR DOWEL, INFORMATION NOT SHOWN BLOW OR BRUSH CLEAN. HERE 3. FOLLOW MAN1F. INSTALLATION INMUCTION5. 5EE UPLIFT CONNECTOR FUTURE 6" SCHEDULE ON PLANS FOR ��O CLIP ® 36 .G. #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'& D_ IN 6ROUTED CELL 5LAB, EPDXY t DRIVE I I I < 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 EXTERIOR 5HEATHIN6 EDGE 4 , CONNECTOR SPEGIFIGATIONB `Z •. NAILING - 2 Y2"x0.131" NAIL5 6RADE _ .. ;I—IT_I—III—III- -I 4 � Q �IIIIIIr-1111 IIIIQ'e�'°� e�. e�� IIIIIIII�I•�I�I PROVIDE M015TURE BARRIER ® 6110.G. 2x6 GEILIN6 BLOGKIN6 ® 46 O.G. PLATE (51MP50N T55 OR 51M) P FASTEN 6YP5UM GEIILIN6 TO ® EACH TRU55. PROVIDE M015TUREBLOGKIN6 w/ 2 Y2"x0.131" NAIL5/ BARRIER PLATE BELOW 2x4 BRACE vi/2x4 T-13 GE, PROVIDE 2x4 BLOCKING DRYWALL 5GREW5 a 4"O.G. AND WOOD MEMBERS ON GMU 5PAGED 0 4'-0" O.G. MAX. �� ®48 O.G. IN FIRST (3) FA5TEN BLOGKIN6 INTO TOP VERT WALL REINF. TO (51MP50N T55 OR SIM.) , , FA5TEN 2x4 TO T w/ 3Y4 x0.13) BAY5 OF ROOF PLATE OF WALL w/ (UY4 x3Y2 „ EXTEND INTO BOND BEAM NAIL5 ® 12" O.G. TRU55E5-GUT TO FIT LONG TAPGON 5GREW 0 6"OL. 8 GMU BOND BEAM w ' w/ BETWEEN TRU55 (1) #5 BAR GONT. . VERT WALL REINFTO VERT BOTTOM CHORDS VERT WALL REINF. TO ' EXTEND INTO BOND BEAM EXTEND INTO BOND BEAM 8" REINF. GMU WALL FASTEN DRYWALL TO BLOCKING / SCREWS RETROFIT DETAIL -5EE PLAN FOR VERT. w 4 HORZ. REINF. 5PEG5 /NAILS ® 6" O.G. 5ECTION SECTION / SEON SCALE: 11/4'4-0'11/4'4-0'�� CTI WAU: 8/4"0I'-0" v� EEO111110 - 5EE DETAIL 56 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FA5TEN EA. ROOF TRU55 TO GMU H/ 51MP50N HT5MI6 TW15T STRAP. FASTEN 5TRAP TO GMU wl (4) Y4' DIA. x 2,V4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 m EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3Y4"x0.131" NAIL5 ® EA. END. PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. ROOF TRU55 PERPENDICULAR TO WALL W GMU BOND BEAM W/ (1) #5 GOVT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 (1) #5 IN BOND BEAM %T — — — — — W 7 F t (1) #5 BAR IN PREGA5T LINTEL (2) #5's VERTICAL IN 61ROUT FILLED Q CELL. IN WALL5 GREATER THAN 30" WIDE, ONLY (1) #515 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO 10 BE GROUT FILLED PROVIDE # OF DOWEL5 ® 5LAB TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTE0 AND 51ZED PER NOTES 6ARA6E DOOR PERT• RE1NPORC1NG DETAIL NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER - EN61NEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL 2. PROVIDE %W DIA HOLE= FOR DOWEL, INFORMATION NOT SHOWN BLOW OR BRUSH CLEAN. HERE 3. FOLLOW MAN1F. INSTALLATION INMUCTION5. FUTURE 6" CMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'& D_ IN 6ROUTED CELL 5LAB, EPDXY t DRIVE I I I < #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I 4 , `Z •. '' "III—III—III—III—I 6RADE _ .. ;I—IT_I—III—III- -I 4 � Q �IIIIIIr-1111 IIIIQ'e�'°� e�. e�� IIIIIIII�I•�I�I MISSED DOWEL RETROFIT DETAIL L SCALE: NTS SIM. • M STEM t" AOR 011111 PED 6RAVE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THE5E NHERE 5PEG I E I GALLY INDICATED DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. seal. 1/15/2018 P n P °• • 0 A - • 0 - ' � AT OF © copyright ; MULHERN & KULP Structural Engineering, Inc, c c ¢ a m Z� C W Ja a c D.� T N y LdN L N 4 MW project number. 1 81-1 601 2 project mgr, S D I drawn by: JTS issue date: 1 1 -02- 16 REVISIONS: date: initial: 08-29-17 MK 09-18-17 MK 10-06-17 MK 12-11-17 MK Cz W J, 0 Z sheet: SD2.0