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2646 Green Swallow Way 18-1397 (a)INDEX FL A0.1.1 SLAB PLAN'S' FL A1.1 FIRST FLOOR PLAN'S' FL A4.1 SECTIONS FL A5.1 ELEVATIONS'S' FL A5.1.1 ELEVATIONS 'S' FL A5.1.2 ROOF PLAN'S' FL E1.1 FIRST FLOOR UTILITY'S' RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS�ER DATE S_A_NEOR- D BUILDINGDIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab !ns/aec:tion #1 $- 1 397 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 DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED REV. C REVISION ELEVATIONS XX -XX -XX u7 _ YIN 1. 80 wewwrw� � x W T L0 0 L0 a �_ T Z a amI_ MULHERN+KULP *f p 7 °0*� residential structural engineering • FP -� _ E DATE: 20 South Maple Street, Suite 150 • Ambler, PA 19002 ®° ATE ® ,�rSS k (°l . .17 FOR 215.a 8.8001 • mu/hemkulp.com °®,,®(��� .,< O LL:� ��. ° R \ O ° • ®ti .* VIEW REVISION LOG DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE REQUIRED ENGINEERING REQUIRED REV. PATIO/ COV. PATIO REVISION ELEVATIONS XX -XX -XX W Y/N YIN 1. 80 451 x W T L0 0 L0 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 T Z a amI_ -a i F -I SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/ COV. PATIO TOTAL ELEVATIONS 1567 W 1567 407 44 80 451 x W T L0 0 L0 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 T Z a amI_ -a LOT 234 REVISIONS: w J J a x W J W y � x W T L0 0 L0 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 0 ;ii SHEET NO: FL T=1 w J J a x W J W y � x W T L0 0 L0 U T Z a amI_ SHEET NO: FL T=1 GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. -VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4 MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. (PER ,2017 FLORIDA RESIDENTIAL BUILDING CODE ,PROVIDE A SLIP -RESISTANT FINISH. - FOR THE 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 STRUCT DRAWINGS FOR AL N URAL C� in N FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE PATIO SLAB wCCO a REINFORCE PER LOCAL U) oo CODE AND ENGINEER'S SPECIFICATIONS 44'-8" V-6" 10'-0" 33'-2" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. 11'-0" $" 191-811 GARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS W a T 1 .t11101111N.- S ®0 w� 0 ° 0 4 MULHERN+KULP -0 :0 residential structural engineering :0 "0..AT OF �✓° ®.; 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.aom G", a O ®® Milian+1* 1W%d 0* dlw n/tm*Woq*a* donW&Wl0*0*iia. N W w a T Y O c� E, Q T N ip f/) O LO 16'-4" q L1'-10" 20'-0" 71-4" 44'-8" SLAB PLAN 'S' 1 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 8'-0° � 2'-1 1/2" ORCH SLAB I REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 17'-4" CM W w�J a ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >0 W w a J O Q E, Q 2 ip f/) O � a 16'-4" q L1'-10" 20'-0" 71-4" 44'-8" SLAB PLAN 'S' 1 1 /4" = 1'-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 8'-0° � 2'-1 1/2" ORCH SLAB I REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 17'-4" CM W w�J a ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: >0 w J J Q 2 2 J � a T m LO j N L0T Z Q J am SHEET NO: FLA0.1.1 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 9 TEMPERED SAFETY GLASS 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 1 SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS %1® ®o 00 • �► 4 • MULHERN+KULP ° o s residential structural engineering ®-33°. A _ '0% �✓�ti 20 South Maple Street, Suite 150 • Ambler, PA 19002 `'s®� °• O R O ®P,••�®®�► p215.646.8001 • mulhemkulpxom g,®° • ... • �Cy ®®� ®®® NALE 0 M�+app ouy.a� not ie+bMed ay oA�r Nkmu6on n�wd ro aBx dbdpNes. SEE OPT. COVERED PATIO ON SHEET 1 / FL A1.1.1 1'-6" PATIO o a 00 44'-8" 00 11 24'-3 1/2" 13'-3 1/2" 3'-4" 6'-0" 4'-6" 3'-0" 8" 3'-0" 3'-9 1/2" '-81 /2" 3'-0" 4'-0" 3'-0" 1'-7" 6068 SGD 1 3050 SH 3050 SH 3050 SH 3050 SH I r I Ie I N DINING FAMILY = M. BED WIC ; M 9'-4" CLG. 9'-4" CLG. 9'-4" CLG. 9'.4" CLG. I r = r I 0 00 s _ a C\1 N N r N N 24'-3 1 /2" '-3 1 /2" 7'-0" -1 1 /2' 3'-11 1/2" VERIFY LOCATION 2868 N IN FIELD M A ,---, M. BA 00 o w _ iv 8 I L 7'-0" 9'-4" C G. _ KITCHEN �, I9'-4" VANITY M 14 iv — ° 9'-4" +68 CLG. ip b N W 16 2468 2668 ..„ LO L= - - - 3'-0" 2'-3 11'-91 /2" HVAC It ;�, I Q O REF DAKITMV N T L 14 CV, --- �— -- 2868 N ih r r 04 N N --- A 2 r WH ®� COATS 9'-4" CLG "'', o0 N 2468 BED 2 N }} 9'4" CLG. 0 00 3'-2" Z Lnr F- o r aaQ� OiS � r > N M 12'-10 1 /2" 3'-6 1 /2" 4'-2 1/2" 3 -8" 3'-3 1/2" 5'-31 /2" 11'-9 1/2" iv r 7'-2 1/2" 5'-0 1/211 r 1-81/21' 51-111 N GARAGE r r � r i i M2868 2468 0 r FOYER „a 9'-4" CLG. O ,3 N I N N 1N I C I N r co 9'-4" CL LO 1.0" 2._0.. T Fq PORCH BED 3 0 IVAA 1"4 = r 0 0 9'4" CLG. 91-4" CL SOFFIT, SEE ~ I. 00 EXT. ELEV. I LO — 2468 16070 SECTIONAL o 3050 SH 2'-0" 16'-0" 2'-0" 7'-2" 3'-0" 2'-1" 12'-3" 51-111 20'-0" 7'-4" 17'-4" 44'-8" FIRST FLOOR PLAN ELEV'S' J 1/4" = V-0" AT 22"X34" LAYOUT 1/8"-- V-0" AT 11 " X 17" LAYOUT C �W OT C ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION T I LAST SAVED BY: >W Uj J J Z U' Z J J a � O 0 TM i U') L!i oNc T M Z Q J a SHEET NO: FL Al A 12 to + wrrrrrw Uj 12 Z. 0 ROOF TRUSSES PER STRUCTURAL ENGINEER uj ISSUE DATE: rh 1ST FLOOR T.O.B. IF— rh 1 ST FL. WIDW. HT. 00 10.02.17 FOR REVIEW REVISIONS: KI" CHEN y BA 2 BED 2 F, FLOOR1 ST FIN. FLR. \J U U .............. ............... . . . ................ ................. ........... ................... . . ......... .......... ........ .. ........... ............................... .... .............. L -j I I ............... . ....... .... .... ............... ........ .................. .............................. ............. ........... ................... .................. ...................7 BUILDING SECTION 1 IS' 1 1 /4" = 11'.0" AT 22"X34" LAYOUT 1/8'�-- 1'-0" AT 11 X 17" LAYOUT These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M W _ cnZ 0 LU Cl) L0 Lr) rM Z 6" 06 24 MULHERN+KULP2 residential structural engineering E F SHEET NO: 20 South Maple Street, Suite 150 9 Ambler, PA 19002 p215.646.8001 a mulhemkulpxom OR\ N IN FL A4.1 ndmkodaniem-1 mWiodw&*& ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN, BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 6'-8" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. .1111 1,11112. 0 7 4 MULHERN+KULP,° residential structural engineering AT F °:�: 20 South Maple Street, Suite 150 • Ambler, PA 19002, ° °• < p R Q °. • ���,e® p 215.648.9001 • mu/hemku/pcom NAr- a®® ®® Kim + rJohssentowftomwmd""andhes notreWiyWori s dmroWtodhxdkones. 12 12 5�7 <�5 V 12 12 N 5 N = 5 w 6�� U) iii 0 0 E16 FASCIA � 1ST FLOOR T.O.B. — — — — — — — — — — — ` 1 ST FL. WDW. HT. — — - 8" E19 El��©�©�� r 16"X60" El El El El©El�� FE, 7] �F] E:1E] El El Elx - � 1 411 E19 jk 1 ST FLOOR FIN. FLR.— — IIILLL 111 + FRONT ELEVATION 'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 12 12 5� �5 N r L IF FASCIA 1ST FLOOR T.O.B. 1 ST FL. WDW. HT. 1 ST FLOOR FIN. FLR.„. — W7— Now REAR ELEVATION'S' 2 1 /4” = V-0" FAT 1/8"= 1'-0" FAT " X 17" LAYOUT IT ZD CM +111111000011 w NNNNJ 2 �w I"'.. W ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. .1111 1,11112. 0 7 4 MULHERN+KULP,° residential structural engineering AT F °:�: 20 South Maple Street, Suite 150 • Ambler, PA 19002, ° °• < p R Q °. • ���,e® p 215.648.9001 • mu/hemku/pcom NAr- a®® ®® Kim + rJohssentowftomwmd""andhes notreWiyWori s dmroWtodhxdkones. 12 12 5�7 <�5 V 12 12 N 5 N = 5 w 6�� U) iii 0 0 E16 FASCIA � 1ST FLOOR T.O.B. — — — — — — — — — — — ` 1 ST FL. WDW. HT. — — - 8" E19 El��©�©�� r 16"X60" El El El El©El�� FE, 7] �F] E:1E] El El Elx - � 1 411 E19 jk 1 ST FLOOR FIN. FLR.— — IIILLL 111 + FRONT ELEVATION 'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= 1'-0" AT 11 " X 17" LAYOUT 12 12 5� �5 N r L IF FASCIA 1ST FLOOR T.O.B. 1 ST FL. WDW. HT. 1 ST FLOOR FIN. FLR.„. — W7— Now REAR ELEVATION'S' 2 1 /4” = V-0" FAT 1/8"= 1'-0" FAT " X 17" LAYOUT IT ZD CM +111111000011 w NNNNJ 2 �w I"'.. W ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M Uj J J Q 2 Z N J o a T W W L0 r Z a J la 0 � SHEET NO: FL A5.1 ft YY r 6. .. ® •® r MULHERN+KULP. • residential structural engineering a:tl v 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulpcomell / Mubm+ acrd hu notra�Nwedn�olhr nealmdtootllxdkd�es. W 0 12 ff 12 5 5 N 12 �5 .1 E16 FASCIA 1 ST FLOOR T.O.B. 7 rh 1STFL. WDW.HT. `-.- `,.-, •"•, - ':� ,4 .'V,--•-_•-; .; ,',.,- '• ,-:.` .' r . "-' -�-, --; ,,'. .-, -.., E -• -�, •• E22 �t , rh t ; , , 1 ST FLOOR FIN. FLR.— LEFT ELEVATION'S' 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/W_- V-0" AT 11 " X 17" LAYOUT W 0 0 =ago 0 00 T 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: >11111111 12 E1 5 12 E13 N �5 E16 77 LO E17 12 E18 5 EE E19 E16 6" E22 FASCIA J 1 ST FLOOR T.O.B. — a ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVErh 1 ST FL. WDW. HT. 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: ; . , :," ;. ,., ;,' '• . J -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1ST FLOOR FIN. FLR. 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 6'-8"U.N.O. ON ELEVATIONS 3RD FLOOR = T-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS RIGHT ELEVATION'Sill SHOWN ON THE EXTERIOR ELEVATIONS 1 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"_- V-0" AT 11 " X 17" LAYOUT -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 0 12 ff 12 5 5 N 12 �5 .1 E16 FASCIA 1 ST FLOOR T.O.B. 7 rh 1STFL. WDW.HT. `-.- `,.-, •"•, - ':� ,4 .'V,--•-_•-; .; ,',.,- '• ,-:.` .' r . "-' -�-, --; ,,'. .-, -.., E -• -�, •• E22 �t , rh t ; , , 1 ST FLOOR FIN. FLR.— LEFT ELEVATION'S' 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/W_- V-0" AT 11 " X 17" LAYOUT W 0 0 =ago 0 00 T 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: >11111111 ELEVATION KEYNOTE LEGEND E1 ADHERED STONE VENEER AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E16 1 X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. W 0 12 ff 12 5 5 N 12 �5 .1 E16 FASCIA 1 ST FLOOR T.O.B. 7 rh 1STFL. WDW.HT. `-.- `,.-, •"•, - ':� ,4 .'V,--•-_•-; .; ,',.,- '• ,-:.` .' r . "-' -�-, --; ,,'. .-, -.., E -• -�, •• E22 �t , rh t ; , , 1 ST FLOOR FIN. FLR.— LEFT ELEVATION'S' 2 1 /4" = V-0" AT 22"X34" LAYOUT 1/W_- V-0" AT 11 " X 17" LAYOUT W 0 0 =ago 0 00 T 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: >11111111 w J J Q 2 Ml ' Z op N J o a r W W T Z Q J am 0 SHEET FLOA5.1.1 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE NET AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET FREE VENTILATION OF THE VENT PRODUCT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL ONA� ,% % BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY OWNER. FREE AIR MOVEMENT AS REQUIRED BY THE VERIFY WITH MANUFACTURER OF HIGH AND LOW VENTS TO BUILDING OFFICIAL. BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE L0T REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION STOP SUCH THAT INSULATION DOES NOT HAVE OPENINGS BETWEEN THE ADJACENT OBSTRUCT FREE AIR MOVEMENT AS REQUIRED BY THE ATTICS IN THE ROOF SHEATHING (AS ALLOWED BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 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 INDEPENDENTLY PER DEVELOPER, AT ALL CANTILEVERED TO MEET ;2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE FACILITY. AND SHOP DRAWING TO THE BUILDER'S GENERAL DASHED LINES INDICATE WALL BELOW. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW LOCATE GUTTER AND DOWNSPOUTS PER PRIOR TO FABRICATIONS. BUILDER. ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM PITCHED ROOFS AS NOTED. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1987 SF 476.90 inz 953.80 int AREA 2 80 SF 19.20 int 38.40 int It ROOF PLAN'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M GINIIJ'r Uj J e a 0 °s MULHERN+KULP residential structural en ineerin gCa � :TE OF9 [WW+v*hNMftWft0Mf4r*"n0*vWt0 20 South Maple Street Suite 150 • Ambler, PA 19002 ', S ° � `Rp215.646.6001 ®®® • mulhemkulp.com ONA� ,% % J III � a ROOF PLAN'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M Uj J J Q 2 Z y J g � a T LL O un) L0T Z Q j J am SHEET O FL A5A m2 Y11 STANDARD ELECTRICAL BOX HEIGHTS LEGEND: PLAN ELEV'S' J CABINS J - 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 LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT. LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ( DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - `PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. L' DUPLEX OUTLET AT 11 " X 17" LAYOUT ALL cr+ CHIMES �/ v CEILING�0 (PROVIDE ADEQUATE SUPPORT) ccO EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE �w ccJ 110V SMOKE DETECTOR HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP 0 RECESSED INCANDESCENT LIGHT FIXTUREso OR CEILING MOUNTED L.E.D. FIXTURE (VP) = VAPOR PROOF � .HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR GAS SUPPLY WITH VALVE C. 0 ZZp„ 220 VOLT OUTLET Z r � EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) PH TELEPHONE LU O HOSE BIBS WALL SWITCH T„ TELEVISION C`" 1/4" WATER STUB OUT 3 Z LL � 3 THREE-WAY SWITCH o ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM N w m to o oC _ z 00 � 30" HIGH _ n BASE CABINET VANITY CABINET co r N 0 3 m Ujcc SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS "=a ccw O w z Q O Y = O Z w Lij W aQw �cc aso o¢ co U n W� O U0 =w � m� CC Z OP i Oq OM 0 J L- w 0 CC= w 4) Z oo� Q wO Lu IL�v CC x Y11 STANDARD ELECTRICAL BOX HEIGHTS WIC 9'-4" CLG. I M. BED . \ / 9-4" CLG. \ � .ININ FAMILY ' WP/GFI @a PH 9'-4" CLG. 9'-4" CLG. VERIFY ............................ A/C COND. LOCATION I .._. IN FIELD X I AC I ....... - RA A/C DISCONNEC pKITCHEN, \ \ ' TO EYt S X .............................. I ,-4"" CLG. ", LIG T I I .................................... ........................... I i.,....,,//........... 9 -4 CLG. / ....... ...... 22pv ............... .................::::::::::...� � ....._...........�........... .GFI TELEPHONE/ bW FI .........:°..... � TELEVISION ....... FI ....... " SERVICE BOX ( () - KEYLESS a ja - SERVICE PANED ,,• t'i - \ F FI ELECTRIC METER CL GFI SERVICE GFI 3 WP/GFI P NEL �' 9""4"" CLG ail �..BED 2 ,.m w 9'-4" CLG. / �- / ` i RSC. LN [7PUMP 30A. ELECTRO O T E WATER HE�TE I 9'-4" CLG. 7'-0" / I KEYLESS KEYLESSGDO I DEDICATED 1 ICI / CIRCUIT ," �w... . ARA FF WP/GFI ' BED 3 WIC / � IQ 9"-4", CLG. PORCH- I 91,1 "" CLG. I l COACH LIGHTS -- / NOTES: LEGEND: PLAN ELEV'S' J CABINS J - 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 LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT. LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ( DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - `PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. L' DUPLEX OUTLET AT 11 " X 17" LAYOUT ALL cr+ CHIMES �/ v CEILING�0 (PROVIDE ADEQUATE SUPPORT) ccO EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE /\\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 110V SMOKE DETECTOR HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP 0 RECESSED INCANDESCENT LIGHT FIXTUREso OR CEILING MOUNTED L.E.D. FIXTURE (VP) = VAPOR PROOF � .HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR GAS SUPPLY WITH VALVE C. 0 ZZp„ 220 VOLT OUTLET O THERMOSTAT � REINFORCED JUNCTION BOX � EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) PH TELEPHONE LU O HOSE BIBS WALL SWITCH T„ TELEVISION C`" 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE ELECTRIC METER � 3 THREE-WAY SWITCH o ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM N w m to o oC _ z 00 � 30" HIGH _ n BASE CABINET VANITY CABINET U- O r N 3 m SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS WIC 9'-4" CLG. I M. BED . \ / 9-4" CLG. \ � .ININ FAMILY ' WP/GFI @a PH 9'-4" CLG. 9'-4" CLG. VERIFY ............................ A/C COND. LOCATION I .._. IN FIELD X I AC I ....... - RA A/C DISCONNEC pKITCHEN, \ \ ' TO EYt S X .............................. I ,-4"" CLG. ", LIG T I I .................................... ........................... I i.,....,,//........... 9 -4 CLG. / ....... ...... 22pv ............... .................::::::::::...� � ....._...........�........... .GFI TELEPHONE/ bW FI .........:°..... � TELEVISION ....... FI ....... " SERVICE BOX ( () - KEYLESS a ja - SERVICE PANED ,,• t'i - \ F FI ELECTRIC METER CL GFI SERVICE GFI 3 WP/GFI P NEL �' 9""4"" CLG ail �..BED 2 ,.m w 9'-4" CLG. / �- / ` i RSC. LN [7PUMP 30A. ELECTRO O T E WATER HE�TE I 9'-4" CLG. 7'-0" / I KEYLESS KEYLESSGDO I DEDICATED 1 ICI / CIRCUIT ," �w... . ARA FF WP/GFI ' BED 3 WIC / � IQ 9"-4", CLG. PORCH- I 91,1 "" CLG. I l COACH LIGHTS -- / NOTES: LEGEND: PLAN ELEV'S' J 1 J - 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 LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. - HVAC CONTRACTOR TO VERIFY THERMOSTAT. LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ( DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - `PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDED WITH BATTERY BACKUP. L' DUPLEX OUTLET AT 11 " X 17" LAYOUT LIGHT FIXTOURE ED INCANDESCENT cr+ CHIMES �/ v CEILING�0 (PROVIDE ADEQUATE SUPPORT) 4 PUSHBUTTON SWITCH EXTRA DUTY WEATHERPROOF GFI WP/GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE /\\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 110V SMOKE DETECTOR HARDWIRED AND INTERCONNECTED W/ BATTERY BACKUP GFI GROUND -FAULT CIRCUIT -INTERRUPTS DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTUREso OR CEILING MOUNTED L.E.D. FIXTURE (VP) = VAPOR PROOF � .HALF -SWITCHED DUPLEX OUTLET co CO2 DETECTOR GAS SUPPLY WITH VALVE Q EXHAUST FAN (VENT TO EXTERIOR) ZZp„ 220 VOLT OUTLET O THERMOSTAT � REINFORCED JUNCTION BOX � EXHAUST FANLIGHT COMBINATION (VENT TO EXTERIOR) PH TELEPHONE --}� He HOSE BIBS WALL SWITCH T„ TELEVISION C`" 1/4" WATER STUB OUT ® FLUORESCENT LIGHT FIXTURE ELECTRIC METER � 3 THREE-WAY SWITCH o ELECTRIC PANEL WALL SCONCE 4 FOUR-WAY SWITCH TECH HUB SYSTEM m DISCONNECT SWITCH FIRST FLOOR PLAN ELEV'S' J 1 J Qv, 1/411 = 1'-0" AT 22"X34" LAYOUT 1/8"-- V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: T— These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: >M Uj J J Qv, J � � o � r Ln U. L0 u) T U. Z a J a SHEET N0: FIL 6.1 CONNECTION 6PEG I r I CATI ON5 (T1 F. U.N.0) 140 MPH DE50RIPTION OF BLDG. ELEMENT 300.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5• 50LE PLATE TO J015TBLK'6. (1) NAIL 0 4" o.c. (1) NAIL 0 4" O.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.• BLK'CG. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 I6" o.c. DOUBLE TOP PLATE LAP 5PLIGE 4 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2J/2"0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 300.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) Window � boor Allowable Wind Pre55ure5 140 MPH Wind Zone Exposure, G OPENING 51ZE INTERIOR ZONES END ZONES HD -2 8' Garage Door +25.1 P5F1-28.4 P5F +25.1 P5F/-28.4 P5F 16 Garage Door +24.1 P5F/-26.8 P5F +24.1 P5F/-26.8 P5F 10 SOFT. +28.8 P5F/-31.2 P5F +28.8 P5F/-38.5 PSF 20 SOFT. +21.5 P5F/-21.4 P5F +21.5 P5F/-35.4 P5F 50 SOFT. +25.6 P5F/-28.3 PSF +25.8 P5F/-32.5 P5F 100 SOFT. +24.5 P5F/-26.q PSF +24.5 PSF/-21.1 PSF 500 SOFT. +21.5 PSH -23.1 P5F +21.5 PSF/-23.1 P5F (DEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. 1 ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN, 05B/PLYWOOD 5HEATHIN6 246, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 23/800.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 b" o.c. 0 PANEL EDGES 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES, FASTEN SHEATHING TO GABLE END 4 DRAG TRU55ES W NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE D15TANCE FROM ROOF EDGES, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALONG PANEL E06E5 4 FASTEN W 2Y2"0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH END TO TRUSS BELOW w/ U5P MTW12 AND (2) 300.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ROOF TRU55 SHOP DWCG5, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 W/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"4.131" NAILS 0 Ib" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR SIMPSON HTT-4 HOLD-DOWN (W/ 55TBI6 A.B.) • •° HD -2 5IMP50N M5TGb6 STRAP TIE (24" END LENGTH) (M5TG6bB3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON ,• T E •� WOOD 5TUD WALL/WOOD BEAM rm�cne�r® > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD wALL/WOOD (SEAM Jz gg S 51N6LE ROOF TRU55 OR PORCH ALL 51MP50H HETAI6 BEAM BEARING ON GMU WALL a`i ROOF GIRDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL LU ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TEP ABOVE. HOLD-DOWN SCHEDULE SYMBOL SPECIFICATION HD-1 SIMPSON HTT-4 HOLD-DOWN (W/ 55TBI6 A.B.) • •° HD -2 5IMP50N M5TGb6 STRAP TIE (24" END LENGTH) (M5TG6bB3 ALTERNATE) LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • - ■ ■ - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL r -.-.-.-.-i 1: ' :1 EXTENT OF OVERFRAMING L ---'J INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL DESCRIPTION LABEL DE5GRIPTION (2-)2x& 5PF OR 5YP #2 W/ 3.5"x5.5" APP IbE 5HORT (2)2x6 I/2" PLYWD FLITCH PLATE H4X6 SPAN FADER 2 2x8 5PF OR 5YP #2 N/ 3.5"x5.5" AFP IBE SHORT (2)2x8 1/2" PLYHP FLITCH PLATE H4x6 SPAN FADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 35"xq 5" AFP IbE SHORT I/2" PLYHo FLITCH PLATE SPAN HEADER (2)2x12 2x12 SPP OR 5YP #2 W/ ({4x10 3.5"xq.5" AFP IBE 5HORT 1/2" PL FLITCH PLATE 5PAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLANS, ANTHONY FORE5T PRODUGT5 (AFP) WE 5HORT5PAN HEADER5 MAY BE 5UB5TITUTED PER THE HEADER 9UB5TITUTION 5GHEOULE ABOVE. 2. AFP 1.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = I b00,000 psi, Fb = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 505TITUTED WHERE BUILT-UP LVL HEADERS ARE 5PEGIFIED ON THE PLANS. 4. REFER TO THE 5TANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING CODE (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 COMMUNITIES ONLY: 140 MPH - AXP. G WH15PERIN6 RID6E 5T. JAMAS GR0551N6 SHEARWATER ESTATES WYNDH,4M PRESERVE - BRI550N E. CHERRY LAKE LANDING ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION d APPROVAL FROM MULHERN d KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTF.5 • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUCTION" - LATEST EDITION. • DE516N LOA1?5: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS) = 30 PSF ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED RISK CATEGORY 11 GENERAL FRAMINO • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 ® lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER ® I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 lb" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PACEO 0 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER Rb02.2.2.1. • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING 5TUD, 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 SPRUCE -PINE -FIR #2 (5PF) OR 50UTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 R0W5 OF NAILS FOR 2x(b 4 '2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS 0 16" O.G. STA66ERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS W 1/16" 055 FASTENED w/ 2)2'x0.131" NAILS ® 6" O.G. m E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2,OXIOA6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 300.131 NAILS 0 8" 010 OR 2 R0W5 Y4"x3)2" SIMPSON 505 5GREW5 (OR 3Y2" TRU55LOK 56-REW5) 0 16" 0/C. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 5D5 56REW5 OR (b 3/4" TRU55LOK 5GREW5) 0 16" 0/G. USE A MINIMUM OF 4 ROV45 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN67 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM 56REW5 2" FROM EDGE. A SOLID I" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD P05T5 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 w/)4" DIA. X 4" LONG TAPCON5 0 24" O.G. sheet. seal, 1/15/2018 ®0 • •° •' ,• T E •� AL rm�cne�r® Q copyright: MULHERN & KULP Structural Engineering, Inc. aCM Jz gg S �m � a a C a`i m Z F �a LU N y Ld N � N Q 19F IV W project number: 181-160008 project m9n S D I drawn by; RVI J S issue date. 10- 18- 16 REVISIONS. date. initial. 6/8/2017 JTS 12/11/2017 MK sheet. 441-511 10'-0" 331-211 �1 IPORGH SLAB: 5D1.0 I 3 Y2 GONG. SLAB ON GRADE (2500 P51 MIN.) W 6x6—N1.4xN1.4 o I N ( MESH OR FIBER MESH ON q5% _ GOMPAGTED FILL OR VIRGIN SOIL. LU1 I q � I 5DI.0 I SDI.o I 5.6.D. RFCE55 PER MANUFACTURER'S IN5T UGTION 35'-4" I 5EE BLOCK PLAN POR VERTIGAL BAR 5 LOGATION5 I 5DI.0 t 201-211211 I 241-51/211 PORGH SLAB: 3 y2" GONG. SLAB ON GRADE (2500 P51 MIN.) W 6x6-NI.4xNI.4 8 MESH OR FIBER ME5H ON q5% 0 N I 2 I 5D1.o GOMPAGTED FILL OR VIRGIN 501L. sDl.o I 2 I I I N 5D1.0 N I I lu I w I 12 I b I 5D1.0 5DI.0 SDI.O I SDI.o I I 1—----- ----------J -- L---------------1 2'-011 01 Ib' -0" 2'-0" 7'-4" IT -4" 20'-0" 24'-8" 44'-8" SLAB FOUNDATION PLAN SCALE: 1/8"=1'-0 ELEV. 5 4 U 51M. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R518 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER SYSTEM RI5ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL 0I5GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, WHETHER BY UNDER61ROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (I52mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL SMICTURAL NOTES FOUNOArTION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY GORROSION-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER +t HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: F'c = 2,500 psL ....... FOOTIN65 2,500 p51:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = b0,000 psi REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY To DEVELOP. (20'-0" O.C) • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM 041b F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GGO WITH A MINIMUM COMPRE551 VE STRENGTH OF I a00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM 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 SPLICE KITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL 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 5HOHN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. REFER TO 5-0.0 FOR TYP I GAL 5TRUGTURAL NOT5 � 5GHEOULE5 seal, 1/15/2018. U.® ®p®� ® 7 8 b • 4 s � ° • s m ��b TE E ✓ B�pnnnna��®e®® Q copyright: MULHERN & KULP Structural Engineering, Inc, J 4 (D E '— + �o Z� �S W� CD EDc G 4) 2 a M&K project number. 181-16008 project mgr S D I drawn by: MJS Issue date: 10- 18- 16 F12/11/2017 initial: JTS MK Lo z CL J Z LL 0 0 x V-14 F - LO W Q 0 Z Q D Z z 0 0 sheet: LEFT HAND sloo I �O m N 0 N d- 0 m MA50NR"r LINTEL A55EM13L I E5 SEE'. 5GHEDULE AND SPEGIFIGATION5 FOR ADD'L INFO ®yy®y o 3 G :r; GROUT t GROUT BOTTOM REINS. MARK PRECAST LINTEL w/ EhEEDDED REINF.� 1-04 PRECAST LINTEL W I I EMBEDDED REINF. 1— O i MB-1 MB -2 in � in TOP REINF. a TOP REINF. MB-2 VERTICAL 'r GROUT N - 6ROUT o BOTTOM REINF. N PRECAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL W I I EMBEDDED REINF. E c a`i —J #3 VERTICAL TIES ®4"o.G. w/ THI5EMBLY REQ. MB -3/ MB -3,4 r - MB -#A LINIELSs LINTELS DESIGNATED WITH AN MB -W4& SHALL BE CONSTRUCTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 1'4" TO 1'-2' BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL � NOTES: I. ALL LINTEL5 W/ SPANS GREATER THAN 14'-0" SHALL BE PRBTRE55ED. K' OI zq- 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. N 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k5t � • �n W project number: Ot N i <r- project mgr S D I �r'n- issue date: 10-1 8-16 REVISIONS: date: initial: 6/8/2017 JTS N 12/11/2017 MK I �O m N 0 N d- 0 m MA50NR"r LINTEL A55EM13L I E5 SEE'. 5GHEDULE AND SPEGIFIGATION5 FOR ADD'L INFO ®yy®y o 3 G :r; GROUT t GROUT BOTTOM REINS. MARK PRECAST LINTEL w/ EhEEDDED REINF.� 1-04 PRECAST LINTEL W I I EMBEDDED REINF. 1— BOTTOM MB-1 MB -2 in � in TOP REINF. a TOP REINF. MB-2 VERTICAL 'r GROUT SHEAR TIES - 6ROUT o BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ EMBEDDED REINF. PRECAST LINTEL W I I EMBEDDED REINF. E c a`i —J #3 VERTICAL TIES ®4"o.G. w/ THI5EMBLY REQ. MB -3/ MB -3,4 MB -4/ MB -4A TI s s L MB -#A LINIELSs LINTELS DESIGNATED WITH AN MB -W4& SHALL BE CONSTRUCTED THE SAME AS MB -3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM 1'4" TO 1'-2' BY FIELD GUTTING 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 PETAILS ®yy®y o 3 G REINFORCEMENT MARK DE-516NATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 5F5-0B/OT ----- ----- MB-2 8F&-IB/OT ----- (1) #5 MB -3 8FI6-IB/IT (I) #5 (I) #5 E c a`i —J #3 VERTICAL TIES ®4"o.G. w/ M13-4 81`I6-25/IT (1) #5 (2) #5 I80 DEGREE HOOK T413 APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 W/ SPANS GREATER THAN 14'-0" SHALL BE PRBTRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k5t 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE5161N. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION SHALL BE IN AGGORDANGE WITH THE FBG 8315 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 51LAB-ON-611RADE FLOORS SHALL NOT BE OF CELLULOSE GONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THICKNE55 OF 0.010 INCH AND BE SEALED HITHIN THE SLAB USING A NON-GORRO5IVE GLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/5PRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOHN5POUT5 SHALL D15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 511)ENALL, HHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. 6UTTER5 WITH 0OHN5PUT5 ARE REQUIRED ON ALL BUILDING5 WITH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXGEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE5I6145 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING CAPACITIES 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDHARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD, GONTAGT LUMBER $ HARDHARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 316. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAY5, U.N.O.: F'c = 2,500 psi:....... F=OOTINGS 2,500 psl:....... 5LA135 ON GRADE (INTERIOR d EXTERIOR) Fly = 60,000 p5l ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOH FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR 15Y COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDCGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G.) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM 641b F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS 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 BELON. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH of HALL • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL HALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE GENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. SPM: 1/15/2018 ®yy®y o 3 G ° No s " ° .. ATF .4 0 R 0v C�'N�a° Q copyright : MULHERN & KULP Structural Engineering, Inc. (Z CM J N a E c a`i co • 4' N UJ U) —J D� W project number: 181-16008 project mgr S D I drawn by. MJS issue date: 10-1 8-16 REVISIONS: date: initial: 6/8/2017 JTS 12/11/2017 MK U) J �LOGK i�L�N � u. SGAL�: I/8"=1'-0"LSV. 5 6 w 0 Q 0 � z [L0 REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTE5 � 5GHEOULE5�S2.0 1 bl=t: I.rr i nrUrvv SCALE: I/8"=1'-0" ELE1(. 5 F- C3 �— W J � 0 T Q H Z J (D Z J LL � o LLJ LL 2 LL o 0 01Z z 0 a X LL O sheet: LEFT HAND RESER TO 5-0.0 FOR TYPICAL S3* -O STRUCTURAL NOTES 8 SCHEDULES seal iir, 1a o ® 9• •b No Vb b W p1Q;• • s4 ••• T r ••441 4 Al ®� • bQ R ®b •s y� \ �q��P ®® ®® °0Noeeeo®�®® Q copyright: MULHERN & KULP Structural Engineering, Inca CL CID D E a a c d + z 8 4. ja C01) Zco �E 'N CS ui TT LN N Q M&K project number: 181-16008 project mgr SDI drawn 4: MJS issue date: 10- 18- 16 REVISIONS, date, initial: 6/8/2017 JTS 12/11/2017 MK F- C3 �— W J � 0 T Q H Z J (D Z J LL � o LLJ LL 2 LL o 0 01Z z 0 a X LL O sheet: LEFT HAND RESER TO 5-0.0 FOR TYPICAL S3* -O STRUCTURAL NOTES 8 SCHEDULES 8" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER %* 6) #5 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. SLAB w/ &ROUT CELL 50LID WWF OR FIBERME5H N REINF. OVER 6 MIL. VAPOR BARRIER ° a Flu, e.z•I-I I-ITl o I I 1=1 I= I I=I I I e° • <4. '• � =T=1 I( cV - -1 � I -I � I -I � I -III.. , '....' •:' I -I � I i I I -I � I Q I I -III -I I • i i -I I -i I- t- - ISI I�I_II'� �.•I-III-i�1= I -III -III �•• I I 1=1 I I-1 I l f I ITL 111=III I I_I 111111 GLEAN I I„ �I 111111 � I1TII X 11111 l 1- I MONOLITHIC COMPACTED FILL I t �� FOUNDATION W/ o 15% STANDARD -p (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS hn MIN. COVER) - WHERE 2ND STORY OCCURS FT6. SHALL BE 1'4" WIDE W (2) #5 BARS NON -LOAD BRO. WALL 6ARA6E INTERIOR -I I I -I I I -I I I -III -III= I -' i 1-1 I I I I I I 1=1 III -III 1 1 1 1 1 1 1 ITI 1 1=1117- 6) #5 CONT. W/ b" 3" MIN. COVER �U scal.rs:: WS SLOPE R MF .SP S %11 REGE55 A 5LIDIN(9 6LA55 DR 4 ;.e SILL FORMED ON 51TE EXP JOINT SLOPE SILL FORMED ON 51TE 3X2" LONG. SLAB to (2500 P.5.I) W/ bxb 10/10 W.W.M. AND 6 MIL. m t I VAPOR BARRIER e. • °• a' J 'e e e '! d EXP JOINT d., 4 GS W CMU BLOCK 6) #5 FROM FT(C91. TO BOND SEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID MATCH CMU LED6E PER 1/501.0 Z.• .e„ ° • • d• 1I-1 I I-1 I I=1 GRADE — — a 'd ,a • �: — — — — I— � —III—III—Iii—III ' •' • I—III—III—III—I' =1 F Q ' TI I I=1 11=1 I I d'° ITI-I 11=I i I- II 'T_f I I -1 I I . • . • ' III -I I i -III ISI -ISI- ISI -_III GLEAN III_-1111TI 111111 11 _ I'' MONOLITHIC COMPACTED FILL I'-oll FOUNDATION W/ 0 45% STANDARD (2) #5 HORIZ. DEN5ITY MIN, CONT. ON CHAIRS WHERE 2ND STORY (3" MIN. COVER) OCCURS FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS 2 CGARACGE CURS DETAIL C— � A01 WS FILLED CELLS (5EE FLAW 411 6ARA67E TOP YIr:lN ®CORNER F 7 d------OARAOE WALL 1-3 Y2" GONG. SLAB 20"x8" THICKENED - ED6E W/ (2) #5 CONT. THICKENED EDGE ® GARAGE DOOR DETAIL Scab: MS 8" GMU BLOCK 6) #5 FROM FTC,. TOR4.1 F1 FOIL OR BOND BEAM. SPLICE EQUAL OVER Y4" TO BE MIN. 25" FORK STRIPS GROUT CELL SOLID 3Y2" GONG. SLAB w/ WWF OR FIBERME5H REINF. OVER b MIL. ;. •.; VAPOR BARRIER GRADE 1=1 I I -III I ISI 11=1 11=1 114 I 11=1 I I -I I I -I I I- z�' I 1=1 I I I -III -I I I I MI I FE II-IT- -III=III-I : I. e � ' -_- I _4 . It 1 A/G CHASE PVG SLEEVE TO TWICE HE BE I, ,III- DIAMETER OF PROTECTED PIPE CHASE DETAIL 10 acme: NM Y2" GYP. BD. EA. 51DE OF 2X'5 O lb" O.G. STUD PLATE TIES STUD TOP +! BOT. (IF NOTED ON PLAN5) FASTEN W/Y4"x5" LONG TAPGONS 0 2'-8" O.G. AND 12" MAX FROM END of WALL OLE% NOTED PT. BOT. PLT. OTHERN15E ON PLANS) I; I I I_I I=1 I_I II d• e,. e'< I I -III -III -I i I -I I -I I=I I=I IT1 '-III-i I I -I I I -I I -III- ' 1=II I-1 I I—III III—III i � I—i i I I—I 1I- 8" S" (2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. GOVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I'-8" WIDE W (3) #5 BARS UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHEM15E ON PLANS 3 I NsT`. SEArRI NG WALL POOTI NG OETA I L 8"x8" THICKENED SLAB W/ 6) #5 CONT. C�ENEII E11GE 11ETA�ILOZI ms: W/'1i.:.: NM 6" CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER FURR STRIPS 3 MTL. THRESHOLD Y2" GONG. SLAB W WWF OR FIBERME5H SET IN SEALANT REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) _III—III—III—I I IiE ''= 1= 1=_=1 I I ' � 'a •. ' ' I I —I I LSI I f=1 I I- -_ — — —I _ I I•��-�� ��•_� 1T=1 I.' '. I I•��-7--� I I h -III -_1 I ,' —III—III—III � A �, e a e• III—I 11=1 I I ' I -1 -Il• ---I i I -I i � � �' � d . • • ' - I 1=ll=1 11= GLEAN COMPACTED' I 1—I I 1=I III—III= FILL o 95% STANDARD DENSITY AND TERMITE 'T=III I I 1=1 I =1 I I II— I TREATED 111=1II-III-II1=1I -1'' MONOLITHIC FOUNDATION W/ „ (2) #5 HORIZ. I -0 CONT. ON CHAIRS MIN. 0" MIN. COVER WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE rt/ (2) #5 BARS &EA NT% - 4) 11008 DETAIL LL': PROVIDE 30" 8" CMU BLOCK MIN. LAP 5PLIGE (U #5 VERT. IN 3Y2" CONC. SLAB w/ GROUTED CELL, FULL WWF OR FIBERME5H HT. (SET PLANS FOR REINF. OVER 6 MIL. LOCATIONS) VAPOR BARRIER e • d " d' II II 11- 11= CZ ®®®�`° ° E N BREAK FACE FASTEN W/ Ya"x5" LONG TAPGONS SHELL TO ALLOW d FOR SLAB GRADE a a 12/11/2017 MK —6R0UT 50 BELOW SLAB DOWN 111— TO FOOTING e• n (1) #5 DOWEL W/ b"d: 12"Ab" CONT. CONT. HOOK (SEE PLANS •a FT&. W/ (2) #5 HORIZ. FOR LOCATIOW CONT. ON CHAIRS 0" " e e MIN. COVER) DROPPED GRAVE II PETAL I L 5c,,al M w W/'1i.:.: NM 6" CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER FURR STRIPS 3 MTL. THRESHOLD Y2" GONG. SLAB W WWF OR FIBERME5H SET IN SEALANT REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) _III—III—III—I I IiE ''= 1= 1=_=1 I I ' � 'a •. ' ' I I —I I LSI I f=1 I I- -_ — — —I _ I I•��-�� ��•_� 1T=1 I.' '. I I•��-7--� I I h -III -_1 I ,' —III—III—III � A �, e a e• III—I 11=1 I I ' I -1 -Il• ---I i I -I i � � �' � d . • • ' - I 1=ll=1 11= GLEAN COMPACTED' I 1—I I 1=I III—III= FILL o 95% STANDARD DENSITY AND TERMITE 'T=III I I 1=1 I =1 I I II— I TREATED 111=1II-III-II1=1I -1'' MONOLITHIC FOUNDATION W/ „ (2) #5 HORIZ. I -0 CONT. ON CHAIRS MIN. 0" MIN. COVER WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE rt/ (2) #5 BARS &EA NT% - 4) 11008 DETAIL LL': seal: 1/15/2018 INTERIOR sir,^��� rr Y2 GYP. BD. EA. 510E W project number. ®�����nnt ®®® ��," roU t 'L e OF 2x4'5 O IV O.G. I MJS ®®®�`° ° E A n A �� RA 4.0 REVISIONS: FASTEN W/ Ya"x5" LONG TAPGONS date: initial: p' ro ® 7 , 6/8/2017 JTS /' 12/11/2017 MK 2'-S" O.G. AND 12" MAX FROM 2 1/4" END OF WALL MESS NOTED N I I/2" LU OTHERWISE ON PLANS) 10 w STUD PLATE TIES o STUD B m T' E C F faa } PT BOT. PLT. I TOP t BOT. (IF NOTED ON I 1 PLANS) •"•��,�..'�� 17 • ... . •'. '"! • '• a •' : a' ° ° d • d , e • e ° ° © copyright: MULHERN & KULP ° "' •'° e- . °'b '.a Structural Engineering, Inc. C) .' .. ° e d • CM (2) #5 HORIZ. I C W GONT. ON CHAIRS lo" lo " m D r (3" MIN. COVER Z UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT :03 REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE � a ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS y W U) W/'1i.:.: NM 6" CMU BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER FURR STRIPS 3 MTL. THRESHOLD Y2" GONG. SLAB W WWF OR FIBERME5H SET IN SEALANT REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) _III—III—III—I I IiE ''= 1= 1=_=1 I I ' � 'a •. ' ' I I —I I LSI I f=1 I I- -_ — — —I _ I I•��-�� ��•_� 1T=1 I.' '. I I•��-7--� I I h -III -_1 I ,' —III—III—III � A �, e a e• III—I 11=1 I I ' I -1 -Il• ---I i I -I i � � �' � d . • • ' - I 1=ll=1 11= GLEAN COMPACTED' I 1—I I 1=I III—III= FILL o 95% STANDARD DENSITY AND TERMITE 'T=III I I 1=1 I =1 I I II— I TREATED 111=1II-III-II1=1I -1'' MONOLITHIC FOUNDATION W/ „ (2) #5 HORIZ. I -0 CONT. ON CHAIRS MIN. 0" MIN. COVER WHERE 2ND STORY OCCURS FT6. SHALL BE 1'-4" WIDE rt/ (2) #5 BARS &EA NT% - 4) 11008 DETAIL LL': 8" CMU BLOCK 84.1 FI -FOIL OR EQUAL OVER 3/4" 6) #5 FROM FT6. TO FORK STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. SLAB W GROUT CELL SOLID WWF OR FIBERME5H PORCH SLAB - REINF. OVER b MIL. N, . , r. VAPOR BARRIER T (� (SEE FLAW — s • d . .. • ".a : • ••: •,' ' •. I -I I I -I I I -III -III • d . .;<4: . • . ' �- I I-ITI-III-� I i 1=T_=IT-I I EXP JOINT _ I I I e III -III -I I ITI - =1 I f -I I I -I 11=ITI , nw ' e �-1 I=I' I�I -� I -1 I ' �'• e . I-1 I II I I� I I- J MONOLITHIC GLEANS ; I I I, I 1 11 I I, , .III- FOUNDATION W/ COMPACTED FILL 1I11_011(2) #5 HORIZ. 0 0 0 15% STANDARD CONT. CONT. ON CHAIRS DENSITY MIN. (3" MIN. COVER) WHERE 20 STORY l W OCCURS FT6. SHALL BE "' r 1'-4" WIDE w/ (2) #5 BARS 0 EXTERIOR WALL @ PORCH SLABS DETAIL Z Q 12 � Z z scare= NTS 0 LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN LL (L 0 THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED sheet: ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD 1 *0 N Q W project number. 181-16008 SDI F MJS issue date: 10- 18-16 REVISIONS: date: initial: 6/8/2017 JTS 12/11/2017 MK Cz LU 0 8" CMU BLOCK 84.1 FI -FOIL OR EQUAL OVER 3/4" 6) #5 FROM FT6. TO FORK STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3 Y2" GONG. SLAB W GROUT CELL SOLID WWF OR FIBERME5H PORCH SLAB - REINF. OVER b MIL. N, . , r. VAPOR BARRIER T (� (SEE FLAW — s • d . .. • ".a : • ••: •,' ' •. I -I I I -I I I -III -III • d . .;<4: . • . ' �- I I-ITI-III-� I i 1=T_=IT-I I EXP JOINT _ I I I e III -III -I I ITI - =1 I f -I I I -I 11=ITI , nw ' e �-1 I=I' I�I -� I -1 I ' �'• e . I-1 I II I I� I I- J MONOLITHIC GLEANS ; I I I, I 1 11 I I, , .III- FOUNDATION W/ COMPACTED FILL 1I11_011(2) #5 HORIZ. 0 0 0 15% STANDARD CONT. CONT. ON CHAIRS DENSITY MIN. (3" MIN. COVER) WHERE 20 STORY l W OCCURS FT6. SHALL BE "' r 1'-4" WIDE w/ (2) #5 BARS 0 EXTERIOR WALL @ PORCH SLABS DETAIL Z Q 12 � Z z scare= NTS 0 LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN LL (L 0 THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED sheet: ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD 1 *0 Nt (4)2%8'X0.113" R.5. TOE NAIL5 VALLEY 5FT — OVERFRAMIN6 TRU55 FA5TEN EACH OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 CLIP M OVERFRAMIN& ROOF 5HEATHIN6 2%8"x0.113" R.5. NAIL5 ® 6 O.G. (EDGE NAIL) 23/a'XO.113" R.5. NAIL5 ® 6" O.G. MAIN ROOF 5HEATHIN6 XX MAIN ROOF TRU555 ALL LAPS IN MA50NRY 25" - RUNNING BAR—, L #5 CORNER BAR GROUTED CELL "I CAL OVERFRAMI NG TYP. CORNER VERT. HALL CONNECTION DETAIL G REINFORCING DETAIL 07N SCALI: N.T.S. SGALJL: WTS (1) #5 IN _ BOND BEAM r -- - ------ --- } ---------------- i (1) #5 BAR IN PREGA5T LINTEL I (2) #5s VERTICAL IN GROUT FILLED pC CELL. IN WALLS GREATER THAN 30" } WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ENTIRE COLUMN TO in %1D BE &ROUT FILLED 0_ON PROVIDE # OF DOWEL5 ® 5LA13 TO FIN. FL. MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE NOTE: ALL HOOKS AND 5PLICE5 TO BE GON5TRUGTED AND 51ZED PER NOTE5 6ARAGE DOOR Q�LE!T. RE I NFOG I N RG DET, I L NTS 2x4 GATS ® 16"o.c. FASTEN ROOF 5HEATHIN6 3 11 11 NOTES: BOND -BEAM ---�►- I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF 3%6"x4" TAPCON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM E06F OF BUCK. RECE55EO 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHER5 IN THI5 HEADER CASE. } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKE00 INO, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TA66ERED @ 12" O.G. EA. SUGCE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REGVIREMENT5 05TENIN6) ARE MET, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X 13UGK W/ (2) ROW5 OF 2 Y2"x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW TO 2X PER WINDOW — BUCK 5PEGIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER &L DOOR BUCK DET, I L SGALI� � WA2" P.T. CL OF OPENING CENTER BUGK--, I 0 X2" DIA. J -BOLT* (5EE BELOW) 2X4 P.T. TOP BUCK • 2X8 P.T. BUCK EACH 510E OF OPENIN6 0 PROVIDE (5))/2" DIA. J -BOLT* W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE (1) Y" x Wb" THICK WA5HFR W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ABV. CURB RE5T EQUALLY SPACED APPROXIMATELY 24" O.G.) * PROVIDE," DIA. x 6Y" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF M155ED DURING CON5TRUCTION G>4RAGE DOOR BUCK DETAIL K sc,�uei N FASTENED To GABLE END FASTEN 5HEATHIN6 TO ; TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ A)"X0.113" TOENAIL5 11 R.S. NAILS ®4 O.G. 12" MAX 2'-O" MIN TO FASCIA WITH 2/8 X0.113 I ROOF 5HT6 R.5. NAIL5 m 6" O.G. SHALL BE GABLE END VERTICAL WEB GOVT. 24" MIN REINFORGIN6 A5 REQURIED ONTO ROOF 7 BY TRU55 MANUF 2x4 5LOGKIN6 w/ (3)3 Y4'xO.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 no — BOND -BEAM so" -.a,.,----GONTIN. PRECAST HEADER --00- 5" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. ---n GA5T-GRETE WINDOW SILL, OR E6IUIV. - DOUBLE WINDOW 1=IER DETAILQ.L�5��NIIY PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I X2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. - 5EE UPLIFT CONNECTOR I r u� 51=E UPLIFT CONNECTOR 51MP50N HGAMIOKTA 5GHEDULE ON PLAN5 FOR 2x FASCIA 5GHEDULE ON PLAN5 FOR CLIP ® 3611O.G. CONNECTOR 5PEGIFIGATION5 -5EE ARCH CONNECTOR 5PEGIFIGATION5 EXTERIOR 5HEATHIN6 EDGE ROOF TRU55 NAILING 2,2'x0.131" NAIL5 2x6 GEILING BLOGKIN6 ® 48"O.G. PERPENDICULAR PROVIDE M015TURE BARRIER @ 6110.6. ''`- FASTEN GYPSUM GFILIN6 TO TO WALL W GMU BOND BEAM PLATE (51MP50N T55 OR 51M) e BLOGKIN& w/ 2 Y2"x0.131" NAIL5/ 8" GMU BOND BEAM W/ (1) 5 CONT. ® EACH TRU55. PROVIDE M015TURE DRYWALL 5GREW5 ® 4"O.G. AND W/ (1) #5 CONT. 172x4 BRACE w/2x4 T -BRAGS, FASTEN BLOCKING INTO TOP 8" REINF. GMU WALL BARRIER PLATE BELOW PROVIDE 2x4 BLOGKIN6 PLATE B WALL O NTO x3P -5EE PLAN FOR PERT. VERT WALL REINF. TO WOOD MEMBER5 ON GMU SPACED ®4'-O" O.G. MAX. ® 48 O.G. IN FIR5T (3) 8 HORZ. REINF. 5PE05 EXTEND INTO BOND BEAM (51MP50N T55 OR 51M.) FASTEN 2x4 TO 'T' w/ 3,4"x0.131" LONG TAPGON 5GREW ® 6"O.G. - REINF. GMU WALL NAIL5 ®12" O.G. BAYS OF ROOF -SEE PLAN FOR VERT. TRU55E5-GUT TO FIT 4 HORZ. REINF. 5PEG5 8" GMU BOND BEAM w/ VERT WALL REINF. TO T16HT BETWEEN TRU55 VERT WALL REINF. TO (1) #5 BAR GONT. EXTEND INTO BOND BEAM 130TTOM GHORD5 EXTEND INTO BOND BEAM 8" REINF. GMU WALL FA5TEN DRYWALL TO -5EE PLAN FOR VERT. BLOGKIN& w/ 5GREW5 8 HORZ. REINF. 5PEG5 /NAIL5 ® 6" O.G. SECTION SECTION 64 SECTION 56 SGAd.Ci To /6 5� oVALGi 8/4 O-0" SGALCi 8/4'=II '1N 5EE DETAIL 56 ON STRUCTURAL PLAN5 FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 5IMP50N HT5MI6 TW15T STRAP. FA5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2,v4" LONG TITEN 50REW5 PROVIDE M015TURE BARRIER PLATE (51MP50N T55 OR 51M) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3X2" LONG TAPCON5. FASTEN 13LOGKIN6 TO ROOF TRU55E5 N/ (2) 3X4"x0.131" NAIL5 ® EA. END. RETR0I=IT DETAIL NOTE -5: I. UTILIZE 2 -PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIMP50N ET EPDXY), DETAILS FOR ADDITIONAL 2. PROVIDE %4" DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN BLOW OR BRU5H GLEAN. HERE 3. FOLLOW MANUF. IN5TALLATION IN5TRUCTIONS. F=UTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6 I OL IN &ROUTED CELL SLAB, EPDXY E DRIVE #5 DOWEL, PROVIDE i MIN. 30" LAP 5PLICE I I GRADE b' ' •. •" I I I`I I I—I I I`I i i—I _ _ _ _ I1=111=1TI-111=1 r � a4. • ' � L—I I I`I 1 I____.I -1 MI=:1 1=111, ,a..'.... e.: I-11 i 1 I MI I III—III-111 ° 111-111—Ell I a:I— ' 1=III H -=Hi I' --r MISSED DOWEL RETROFIT DETAIL S SGAL1>A: NTS SIM. • 0411 sTCM ISR OKONrrc 6RAOr ° w LOLL L I -••••I a I"-' V ILo J LU Z o 0 � Q Z Z LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL (L 0 THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED Sheet: ALL APPLICABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0 seal: 1/15/2015 °E CC0 r m ®°•• T TE OF Q copyright: MULHERN & KULP Structural Engineering, Inc, o C 53 � a a c + m dF ea Z� V C W� 1 ++ M o :2 c3 0 CS Lei A N L L. N O. lvr M&K project number: 181-16008 project mgr. SDI drawn by: MJS issue date: 10- 18-16 REVISIONS: date. initial: 6/8/2017 JTS 12/11/2017 MK ' 1=III H -=Hi I' --r MISSED DOWEL RETROFIT DETAIL S SGAL1>A: NTS SIM. • 0411 sTCM ISR OKONrrc 6RAOr ° w LOLL L I -••••I a I"-' V ILo J LU Z o 0 � Q Z Z LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN LL (L 0 THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED Sheet: ALL APPLICABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SD2*0