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3950 Saltmarsh Lp 18-723 (a)• N imam LHERN+KULP 44 residential structural engineering 20 South Maple Street Suite 150 Ambler, PA 19002 R p215.646.8001 mulheinkulp.com CM to "W+ Kgowmiow t k pbnbdm cbpor4awhu + .j 3: INDEX. GENERAL NOTES.. I /ki j 132 =0 CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE W FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/013 CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS ISSUE DATE: SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FOR FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. C REVIEW FL 5.1 ELEVATIONS'S' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5. 1.1 ELEVATIONS'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ELEV OPTIONS CODES, REGULATIONS, AND FHA/VA MPS. REVISIONS: FL 5.1.3 ROOF PLAN'S' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED REVISION LOG AND NEVER SCALED. REV. DESCRiP,nON DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE REQUIRED REQUIRED LOCAL CODE) AND MUST REST ON UNDISTURBED 1. REVISION xx-xx-xx YIN YIN SOIL CAPABLE OF HANDLING THE BUILDING LOAD. FL 6.1 UTILITY PLANS'S' 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 D-1 DETAILS WALL, REINFORCE AS PER CODE. These drawings are the 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL property of Ashton Woods MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND Homes and are not to be LOCAL BUILDING CODES WHERE APPLICABLE. utilized for construction, or 8. ALL FOUNDATION AND STRUCTURAL MEMBERS copied in part or in whole SHOULD BE VERIFIED AND STAMPED BY AN without permission from ENGINEER IN THE STATE WHERE CONSTRUCTION IS the builder. @ 2015 Ashton OCCURRING DUE TO A WIDE VARIANCE IN LOCAL Woods Homes CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, LAST REVISION ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND F CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. LAST SAVED BY: 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -.16TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT RECORD COPY MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS REVIEWEn POR CODE COMPLIANCE OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL AND PLANS6XAM�INER � .4u.(F, — ASTM C 926. DATE WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION- SQUARE FOOTAGE TABULATIONS RESISTANT WEEP SCREED OR PLASTIC WEEP W W Uj Uj aANEQRD BUILDING DIVISION SCREED WITH A MINIMUM VERTICAL ATTACHMENT HEATED S.F. UNHEATED S.F. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR LICENSE TO PROCEED WITH THE WORK AND NOT AS BELOW THE PLATE LINE ON EXTERIOR STUD WALLS Z AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL IN ACCORDANCE WITH ASTM C 926. THE WEEP FIRST SECOND TOTAL GARAGE PORCH PATIO/COVERED TOTAL W CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT FLOOR FLOOR PATIO >M > THE BUILDING OFFICIAL FROM THEREAFTER SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 CONSTRUCTION OR VIOLATIONS OF THIS CODE ABOVE THE EARTH OR 2 INCHES ABOVE PAVED 0 AREAS. THE WEATHER RESISTANT BARRIER SHALL ELEVATION'S' 739 1087 1826 400 39 80 519 LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH Q■■ COMPACTIONTEST SHALL COVER AND TERMINATE ON THE ATTACHMENT REQUIRED FLANGE OF THE WEEP SCREED, PER F.B.C.R.,16TH Results to be Pei-ijied EDITION (2017) RESIDENTIAL WATER RESISTIVE BARRIERS at Slab Inspection INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER (FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL OR IN # 1 8 - 7 2 3 ACCORDANCE WITH ASTM'C 926. 0 "j S 8-4/Vpolly?b Tm� SHEET NO: LOT 41 CS -1 E N N imam LHERN+KULP 44 residential structural engineering 20 South Maple Street Suite 150 Ambler, PA 19002 R p215.646.8001 mulheinkulp.com CM to "W+ Kgowmiow t k pbnbdm cbpor4awhu + .j 3: INDEX. GENERAL NOTES.. I /ki j 132 =0 CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE W FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/013 CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS ISSUE DATE: SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FOR FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. C REVIEW FL 5.1 ELEVATIONS'S' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5. 1.1 ELEVATIONS'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ELEV OPTIONS CODES, REGULATIONS, AND FHA/VA MPS. REVISIONS: FL 5.1.3 ROOF PLAN'S' 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED REVISION LOG AND NEVER SCALED. REV. DESCRiP,nON DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE REQUIRED REQUIRED LOCAL CODE) AND MUST REST ON UNDISTURBED 1. REVISION xx-xx-xx YIN YIN SOIL CAPABLE OF HANDLING THE BUILDING LOAD. FL 6.1 UTILITY PLANS'S' 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 D-1 DETAILS WALL, REINFORCE AS PER CODE. These drawings are the 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL property of Ashton Woods MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND Homes and are not to be LOCAL BUILDING CODES WHERE APPLICABLE. utilized for construction, or 8. ALL FOUNDATION AND STRUCTURAL MEMBERS copied in part or in whole SHOULD BE VERIFIED AND STAMPED BY AN without permission from ENGINEER IN THE STATE WHERE CONSTRUCTION IS the builder. @ 2015 Ashton OCCURRING DUE TO A WIDE VARIANCE IN LOCAL Woods Homes CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, LAST REVISION ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND F CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. LAST SAVED BY: 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -.16TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT RECORD COPY MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS REVIEWEn POR CODE COMPLIANCE OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL AND PLANS6XAM�INER � .4u.(F, — ASTM C 926. DATE WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION- SQUARE FOOTAGE TABULATIONS RESISTANT WEEP SCREED OR PLASTIC WEEP W W Uj Uj aANEQRD BUILDING DIVISION SCREED WITH A MINIMUM VERTICAL ATTACHMENT HEATED S.F. UNHEATED S.F. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR LICENSE TO PROCEED WITH THE WORK AND NOT AS BELOW THE PLATE LINE ON EXTERIOR STUD WALLS Z AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL IN ACCORDANCE WITH ASTM C 926. THE WEEP FIRST SECOND TOTAL GARAGE PORCH PATIO/COVERED TOTAL W CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT FLOOR FLOOR PATIO >M > THE BUILDING OFFICIAL FROM THEREAFTER SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES REQUIRING A CORRECTION OF ERRORS IN PLANS, 0 CONSTRUCTION OR VIOLATIONS OF THIS CODE ABOVE THE EARTH OR 2 INCHES ABOVE PAVED 0 AREAS. THE WEATHER RESISTANT BARRIER SHALL ELEVATION'S' 739 1087 1826 400 39 80 519 LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH Q■■ COMPACTIONTEST SHALL COVER AND TERMINATE ON THE ATTACHMENT REQUIRED FLANGE OF THE WEEP SCREED, PER F.B.C.R.,16TH Results to be Pei-ijied EDITION (2017) RESIDENTIAL WATER RESISTIVE BARRIERS at Slab Inspection INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER (FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL OR IN # 1 8 - 7 2 3 ACCORDANCE WITH ASTM'C 926. 0 "j S 8-4/Vpolly?b Tm� SHEET NO: LOT 41 CS -1 E N GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - 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. -SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - 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 IF2 LINE OF FRAMED WALL ABOVE 28'-0" 15'-4" G �y��®gmP MULHERN+KULP� residential structural engineering I Tair 20 South Maple Street, Suite 150 • Ambler, PA 19002 a° Nr ,� p215.646.8001 • mulhemkulp.com Mul.m+ r o�y h. nararlewcd«y I�� 10'-0" 2'-8" p= N z in i Z GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - 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. -SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - 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 IF2 LINE OF FRAMED WALL ABOVE 28'-0" 15'-4" G �y��®gmP MULHERN+KULP� residential structural engineering I Tair 20 South Maple Street, Suite 150 • Ambler, PA 19002 a° Nr ,� p215.646.8001 • mulhemkulp.com Mul.m+ r o�y h. nararlewcd«y I�� 10'-0" 2'-8" 8'-4" SLAB PLAN'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 19'-8" C ...j 2 O ISSUE [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: co p= N z in 0 Z 0. Q >M Im o N . a w� a O cn pC w a PATIO SLAB 00 BO REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB 41 NOTE: EXTERIOR WALLS ARE DIMENSIONED TO N OUTSIDE FACE. GRADE BEAMS AND APPLIANCES N ARE DIMENSIONED TO CENTER LINE. T 17'-4 1/2" 10'-7 1,2" iv .......................... .... r VERIFY UNDERSLAB N CONDUIT AT co1 KITCHEN ISLAND N in N � iii i q -� T ....................... ............ .... i 0VIA = ii0 I C -. .-.--.-. CW H) CV 8'-21 /2" 16'-8" .. T GARAGE SLAB F2 REINFORCE PER LOCAL =c�� CODE AND ENGINEER'S00 o N SPECIFICATIONS r 2'-5" 51-91/211 w o. 0 co PORCH SLAB PER LOCAL EREIDNFORCE AND ENGINEER'S FICATIONS K1 4 16'-4" 2'-2" 1'-3 1/211 co a p ;0 8'-4" SLAB PLAN'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1 /8"= V-0" AT 11 " X 17" LAYOUT 19'-8" C ...j 2 O ISSUE [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: co p= N Uj in 0 Z 0. Q >M Im o N . a C� SHEET NO: FL 1.0 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 15'4" 10'-0" 2'41 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD, GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 13/8" SOLID CORE DOOR W/ SELF CLOSING HINGE APPROVED 20 MINUTE RATED DOOR. 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"1 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 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 1 FL 4.1 28'-0" 12'-11" 5'-6" 3'-8" 5'-11" 3056 SH 3056 SH O 6'-011 13 VANITY 3 .X LO M. BA. PAN 8'-1" CLG. 2468 a M. BED ' --- ----� I SLIDING I ;n 8'-1" CLG. i BYPASS I d DOOR I N ' WIC N 8'-1" CLG. N N ffi 2468 iV %1'-1" 5'-31/2" T-71/2" 2868 ------2 2"X3 " ----- LA. ® N BED 2 " T CLG. � I rn 8'-1" CLG. "' -__ rn T °Q Q L 2668 ip - - - HVAC ;w N T — — 246 ` 2468 BA. 2 --- - LINEN N c`u I — — — — --- -- " rn 8'-1" CLG. I - I WIC N VANITY32"X60" 8'-1" CLG C? LO N +42" 11 17R �-:0: 0---------------- V-6 1 3 -61 /211 21-611 3'-31/211 J'A 0 1/2" 9'-7 1 /2" 1/2" 00 N LOFT T BED 3 N N iv 8'-1" CLG. 8'-1" CLG. C? T r 4, 2„ 204 SH 9'-10" 4'Q SH 3050 SH 9'-10" 14'-0" 14'-0" 00 tp �t 28'-0" L -- ------....._J SECOND FLOOR PLAN'S' - 1/4" = V-0" AT 22"X34" LAYOUT 1/8"1 V-0" AT 11 " X 17" LAYOUT , v,%%W1 5 6 8 eel?, 9RII_n° 15'4" 10'-0" 2'41 Iw SEE OPT. COVERED PATIO 9RII_n° LM FIRST FLOOR PLAN'S' 1/4" = V-0" AT 22"1 LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE El 0.02.17 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:7— 0 SHEET NO: FL 1.1 15'4" 10'-0" 2'41 SEE OPT. COVERED PATIO ON SHEET 1 FL 1.1.1 1 VERIFY LocATlo XA PATIO 4 ao IN FIELD bo 4'41 3'4" 8" 3'-0" 61-8" C7 V'-0" '-8" 3050 SH 3050 SH 6068 S.G.D. t FAMILY DINING T 9'-4" CLG. 9'4" CLG. 14'-7 1/2" V-6" 6'-10 1/2" 50 +35" 11 � s N I N lV M C _/ — — — — — — — -- — — — — LO N iA o o �DW� o o` REFS N -17R -- SLOPING " N KITCHEN --- - - - - -� 5'-51 9,-4" CL 1 j'-9 1/2" '-7' - - - - - -- -- 2468 2468 Fv O 0 IZ d la CL COAT — — 16 868 CV 00, 2 C 4'-4" 3'-101/2' 16'-8" 3'-11/2 2868 HANDICAP ACCESS N ------- '? PDR. 2868 GARAGE 9'-1 CLG. T 1< N ;i o n , FOYER 9'-4" CLG. 00 16070 SECTIONAL vj'-8" 3'-0" 2'-612" 16'-0" 2'4" co cQ \'—I'-5 1/2" PSOFFITORCH f SEE EXT ELEV.10" � �RC�H BOX COLUMN T SEE EXT. ELEV. iv 2„ 10„ 6'-4„ 1 �„ 2,. 8'-4" 19'-8" 28'-0" LM FIRST FLOOR PLAN'S' 1/4" = V-0" AT 22"1 LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE El 0.02.17 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:7— 0 SHEET NO: FL 1.1 SHEET NO: FL 4.1 12 5 -� N ��" T: 12 Lo 5 _ _ 2ND FLOOR PL. HT. 2ND FL. WDW. HT. M. BED LOFT 0 00 8'-1" CLG. ,�� \ 8'-1" CLG. N � � _2ND FLOOR FIN. FLR. N 1 ST FLOOR PL. HT. r _ - _ _ 1ST FL. WDW. HT. M � � FAMILY KI EN � DF,',. FOYER r' . ,. -4 CLG. 9'-4" CLG. 9 -4 G G. 9'-4" CLG. -1 ST FLOOR FIN. FLR. ............... (�. I...................I I �.... I I .... :.L................... I ((�................... �ll�.....'...' i.......................: ................... .................. ........,....,,,,., ................... ......:............ ` ................... I i �....................� I� �............ III III.......,..�� L.................)�I ............III..,,...:....III................... II................... .................. V........_I� ._ ...:I BUILDING SECTION 1 'S' N'� 1 3/16" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT SHEET NO: FL 4.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 5 FASCIA 61' FRIEZE 12 5 2ND FLOOR PL. HT. 2ND FL. WDW. HT. I I 11 I I _-K 11 F—n--i i i 11 11 111 1 FM I F -77 -TF -_1 Ill F-FF_TF__1 I MM 6 2, N MULHERN+KULP residential structural engineering '0 20 South Maple Street, Suite 150 * Ambler, PA 19002 eW°0 11 1 p215.646.8001 * mulherakulpcom Ni ISSUE [10.02.17 FOR REVIEW ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. J 12 5 FASCIA 61' FRIEZE 12 5 2ND FLOOR PL. HT. 2ND FL. WDW. HT. I I 11 I I _-K 11 F—n--i i i 11 11 111 1 FM I F -77 -TF -_1 Ill F-FF_TF__1 I MM 6 2, N MULHERN+KULP residential structural engineering '0 20 South Maple Street, Suite 150 * Ambler, PA 19002 eW°0 11 1 p215.646.8001 * mulherakulpcom Ni ISSUE [10.02.17 FOR REVIEW —LAST SAVED BY: 7F 12 12 5 04 5 r LO LLJ so C)o Cl) (3 Z 0 Z li-- Q � > 0 W W .j (L > 0) 4t REAR ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 0 SHEET NO: FL 5.1 ............................................................. I .............. I ..................... I . . ... .. .. ..................................................... 16"X60" FE1 7] REVISIONS: ............... ................................... ................ ......................................................................... ............ ............... ................................................................ ..... . ............................... .. .. . . .. . . .. ..... ........................... ... . .... .. . . . .. .. ............ ................................ ....... . . C142ND FLOOR FIN. FLR. LO................................. .... ................................ ..................... ........................ .............. ........................................................................................................................................ ............... ........... 1 ST FLOOR PL. HT. 1ST1 77 I"= 777 E16 is,. 1 S FL. WDW. HT. 74 E19 F17 17:1 7E] El F1 El ED El El E19 SMOOT IPO __1 -7-1 Z SMOOTH CY) E19 4" SMOOT ;0" FD ED El ElE7E:1 C� COACH LIGHT I, 0" BOX F71 F] FD FE] El ED b) PER BUILDER A SMOOTH OOTH These drawings are the COLUMN — --------------------------------- property of Starlight 1 ST FLOOR FIN. FLR. Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. @ 2016 Starlight Homes FRONT ELEVATION'S' 1/4"=1'0" AT22"X34" LAYOUT 1/8"= 1 -101" AT 11" X 17" LAYOUT LAST —REVISION —LAST SAVED BY: 7F 12 12 5 04 5 r LO LLJ so C)o Cl) (3 Z 0 Z li-- Q � > 0 W W .j (L > 0) 4t REAR ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT 0 SHEET NO: FL 5.1 E16 4 H Lu 00 o ►� E 13 IN- N N f ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE — — THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. d 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'-1" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. � c 10" BOX COLUMN q bo LEFT ELEVATION'S' 1 �17_v 0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5L�� 12 8" BOX COLUMN 1 ST FLOOR FIN_FLR. 2ND FLOOR PL. HT. 2ND FL. WDW. HT. ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM EL STUCCO SMOOTH SAND FINISH U.N.O. � c 10" BOX COLUMN q bo LEFT ELEVATION'S' 1 �17_v 0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5L�� 12 8" BOX COLUMN 1 ST FLOOR FIN_FLR. 2ND FLOOR PL. HT. 2ND FL. WDW. HT. �pnnnny ,d6N3 � Q 2ND FLOOR FIN. FLR. aio ti 144MULHERN+KULP aro qpw j ry, dGv �N 7 �N `P residential structural eingineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646=1 • mulhemkulp.com Malian+wphu 9itpNe odynahr m� nxY•ra am etl� idereostlen nd�led baYwdsdohea. � c 10" BOX COLUMN q bo LEFT ELEVATION'S' 1 �17_v 0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 12 5L�� 12 8" BOX COLUMN 1 ST FLOOR FIN_FLR. 2ND FLOOR PL. HT. 2ND FL. WDW. HT. low" CD O Oct (—_ ISSUE [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: N UJ � in 00 0z T 0 Z >W a 44 W a0 w SHEET NO: FIL 5ol A 2ND FLOOR FIN. FLR. 1 ST FLOOR PL. HT. 15T FL. WDW. HT. r , 1011 E16 <? g O E22 Lu 1ST FLOOR FIN. FLR. RIGHT ELEVATION'S1 2 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT low" CD O Oct (—_ ISSUE [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: N UJ � in 00 0z T 0 Z >W a 44 W a0 w SHEET NO: FIL 5ol A 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 9.33 int BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET;2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET ;2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALC. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 int 546.56 int AREA 2 39 SF 9.33 int 18.67 int AREA 3 80 SF 119.20 int 138.40 int ,- I ROOF PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11"X 17" LAYOUT E Ai' MULHERN+KULP��� residential structural engineeringm""" " �µ 0 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.648.8001 • mulhemkulp cnm ' �� Pq I VAn+K*hdm eaftpanraehMnayna10 not mrieimd ear aha uhmidbn mlaad io otlbr dhdplYbs. ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 0 I= � �WR T0 J a � Z 04 MU.O a0 SHEET N0: FL 5.1 m3 8' 1" CLG. i -.- — — ..-:.....--....-1 M. BED I 8'-1" CLG. CL I I [TV] �- I WIC \ 8'-1" CLG, ................................................... �BED 2 - .::......... LA. _ � , TO KEYLESS 8'-1" CLG. FU....;.....;,.,.,....;.;.,::::...; 8'-1" CLG. LIGHT IN ATTIC 7VA BA. 2 _ _ _. .. 8'-1" CLG. i I 8 -1 CLG. rL -T --- co 17R / Cl) LOFT BED 3 8'-1" CLG. 8'-1" CLG. I i I..... .......... .......... ............. ....... ............ UTILITY PLAN SECOND FLOOR'S' 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT VERIFY LOCATION IN FIELD - NOTES: LEGEND: 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 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � DUPLEX ourLEr � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES W CEILING FAN (PROVIDE ADEQUATE SUPPORT) � PUSHBUTTON SWITCH wP/GFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- SD CONNECTED W/BATTERY BACK-UP /� // /� �i�iJ\\ v v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) aF GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET �_ z� HALF -SWITCHED DUPLEX OUTLET CO2 DETECTOR O HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP �—� GAS SUPPLY WITH VALVE u-1 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX # EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR)N❑ T THERMOSTAT �LL HOSE BIBB P" TELEPHONE WALL SWITCH TELEVISION ___4— GW 1/4" WATER STUB OUT ELECTRIC METER a THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE a x WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH LU O �W LU CrLL 0 J a LL o Q Y �' o !iO o it m ¢ a x O O Q F U CC O = Z ° o pLu cc LLJS0_ O 0LU O� W Wox STANDARD ELECTRICAL BOX HEIGHTS Cr WALL CABINET _ 0 a.0 W 0 a N W m LU x W Z U_ H x O U � 30" HIGH VANITY z U. 0 BASE CABINET CABINET in p - m - Cl) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 8' 1" CLG. i -.- — — ..-:.....--....-1 M. BED I 8'-1" CLG. CL I I [TV] �- I WIC \ 8'-1" CLG, ................................................... �BED 2 - .::......... LA. _ � , TO KEYLESS 8'-1" CLG. FU....;.....;,.,.,....;.;.,::::...; 8'-1" CLG. LIGHT IN ATTIC 7VA BA. 2 _ _ _. .. 8'-1" CLG. i I 8 -1 CLG. rL -T --- co 17R / Cl) LOFT BED 3 8'-1" CLG. 8'-1" CLG. I i I..... .......... .......... ............. ....... ............ UTILITY PLAN SECOND FLOOR'S' 3 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT VERIFY LOCATION IN FIELD - NOTES: LEGEND: 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 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � DUPLEX ourLEr � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE CHIMES n // � CEILING FAN (PROVIDE ADEQUATE SUPPORT) � PUSHBUTTON SWITCH wP/GFi EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- SD CONNECTED W/BATTERY BACK-UP /� // /� �i�iJ\\ v v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) aF GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET � RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) = VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET CO2 DETECTOR O HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP �—� GAS SUPPLY WITH VALVE u-1 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX # EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR)N❑ T THERMOSTAT --- �8 HOSE BIBB P" TELEPHONE WALL SWITCH TELEVISION ___4— GW 1/4" WATER STUB OUT ELECTRIC METER a THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH I -- U LU Z O U V) p WP/GFI AT A/C COND U 11 ,'' I/ .I P-9-R_C!� � T � Z -, Z 'b UTILITY PLAN FIRST FLOOR'S' n 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11 X 17" LAYOUT SERVICE PANEU `ELECTRIC METER /GFI TELEPHONE/ TELEVISION SERVICE BOX ISSUE [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: coW z TM a � Z a Q >M � OJ a> SHEET NO: FL 6.1 `,n4�\ ,�w�Ctl ii nb`i. G1✓�tifr3ti �,, $Z tliw v?+, ON Fit MULHERN KULP residential structural engineering Uj 20 South Maple Streak, Suite 150 • Ambler, PA 19002 "� O P 215.646.8001 • mulhemkulpcar► � �� r� � � � r � ���'�"� T Man+ K*hraw*Ad#k0miar*W=a xWho igtrorfpwdrryotlerkkm�Mon Rl�edbolhadrdpKras, Oct ISSUE El 0.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL .'r'. WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING — HOUSE WRAP EXTERIOR SHEATHING These drawings are the property of Starlight Homes and are not to be utilized for construction, or . copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST RIM JOIST REVISION Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK LAST SAVED BY: A, "< A_, --- J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK �Q N LU Al, Ao, TM j ZQ H w a Ifl HORIZ. BOARD SIDING DETAIL W/Q J STUCCO @ PERPENDICULAR TO a WALL FL. TRUSSES 1 3" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17" LAYOUT SHEET N0: D-1 CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 304.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS• 50LE PLATE TO J015T/BLK'6. (1) NAIL o 4" O.C. (I) NAIL ® 4" O.C. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 6" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" O.C. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLIGE NAILS IN LAPPED AREA 11 NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS INTER51ECTIN67 WALLS (2) NAILS (2) NAILS • 2J13 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) Window I$ Door AIloviable Wind Pre55ure5 140 MPH Wind ,Zone U o5ure G N c� I END ZONES© 8' Garage Door +25.1 P5F/-28.4 PSF I I � 16' Garage Door O +24.1 P5F/-26.8 PSF Window I$ Door AIloviable Wind Pre55ure5 140 MPH Wind ,Zone U o5ure G OPENING 51ZE INTERIOR ZONES END ZONES© 8' Garage Door +25.1 P5F/-28.4 PSF +25.1 P5F/-28.4 PSF 16' Garage Door +24.1 PSF/-26.8 P5F +24.1 P5F/-26.8 PSF 10 SQFT. +28.6 P5F/-31.2 P5F +28.8 P5F/-38.5 P5F 20 SOFT, +21.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.6 P5F/-28.3 P5F +25.8 P5F/-32.5 P5F 100 SOFT. +24.5 P5F/-2b.q P5F +24.5 PSF/-21.9 PSF 500 SOFT, +21.5 P5F/-23A P5F +21.5 PSF/-23.cl P5F OEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of Iecet horiz. dim. or 3 ft. FLOOR FRAMING • I-JOISTS/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-Jol5T/TRU55 SHOP DWG5. SHALL BE SUBMITTED To ARCH, 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" GONFORMINCG TO P52-04, 24" o.G., EXPOSURE 1, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 0 b" O.G. AT PANEL EDGE5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR I$ SHEAR HALL SHEATH I NG SPEG I F I GAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL VVIGH REGUIRE5 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL 5HEAR PANEL 5PEG. 1/16" PLYWOOD OR 055 FA5TENED W/ PI 2Y2 "x0.131" NAILS ® 6" o.G. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYVqOOD OR 055 FASTENED W/ P3 2Y2 "x0.131" NAIL5 @ 3" o.C. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W -1/16" PLYWOOD OR 0513 FASTENED W/ ? "x0131" NAILS ® 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT GENTER. (U.N.O. ON PLAN5) I. ALL PANEL EDGE5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.6. MAX. U.N.O. ON PLAN. 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER Wl 3Y2"x0.131" NAILS @ 16"o.c. USE (8) %"x0.131" NAIL5 m EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALY515 ASSUMES ALL INTERIOR SHEAR WALLS AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GONSTRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 GON51DERED FOR 5HEAR HALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7116" MIN, 0513/PLYWOOD SHEATHING 24/4,, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2%11x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) ® b" o.c. 0 PANEL E06E5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEATHIN6 To GABLE END 4 DRAG TRU55E5 W/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RID6E5, VALLEYS, 4 HIPS, PROVIDE BLOGKIN6 ALONG PANEL EDeE5 t FASTEN w/ 2Y2"x0.131" NAILS 0 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDING'S LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TRU55 BELOW W U5P MTWI2 AND (2) 3"x0.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DVI SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5HORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 Ib" O.C. UPLIFT CONNECTORS BEARING CONDITION ��TH GONNECTOR HD -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb AB) HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTCb(9B3 ALTERNATE) < 15' 51MP50N H2.5A 51NGLE ROOF TRU55 BEARING ON 5PAN FADER WOOD 5TUD WALL/WOOD BEAM (2)2x8 5PF OR 5YP #2 W/ _ 3.5"x5.5" AFP 1.6E 5HORT > 15' 51MP50N HIDA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD 5TUD WALL/WOOD BEAM H4x10 35"x9.5" AFP I.6E 5HORT SINGLE ROOF TRU55 OR PORGH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 W/ ROOF GIRDER TRU55 OR FLU51­1 ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL 5PAN HEADER ALL BEARING POINT5 OF EAGH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR A5 L15TEV ABOVE. LEGEND • ® INTERIOR BEARING WALL • c _ BEARING WALL ABOVE • - • • -- BEAM /HEADER • LOCATION AND EXTENT OF SHEAR WALL • I: ' : I EXTENT OF OVERFRAMIN6 L-___ J INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKING UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE HOL17-DOWN 5GHEVULE SYMBOL SPECIFICATION HD -I 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb AB) HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTCb(9B3 ALTERNATE) 3.51 AFP I.6E 5HORT LEGEND • ® INTERIOR BEARING WALL • c _ BEARING WALL ABOVE • - • • -- BEAM /HEADER • LOCATION AND EXTENT OF SHEAR WALL • I: ' : I EXTENT OF OVERFRAMIN6 L-___ J INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID 13LOGKING UNDER P05T OR JAMB ABOVE. HEAVER SUBSTITUTION SCHEDULE LABEL DE5CRIPTION LABEL DE50RIPTION (2)2x6 (2)2x6 5PF OR 5YP #2 W/ H4X6 3.51 AFP I.6E 5HORT 1/2" PLYWD FLITCH PLATE 5PAN FADER (2)2x8 (2)2x8 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP 1.6E 5HORT 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x102 2x10 5PF OR 5YP #2 W/ H4x10 35"x9.5" AFP I.6E 5HORT 1/2" PI FLITCH PLATE 5PAN HE -AVER (2)2x12 2 2x12 5PF OR 5YP #2 W/ H4x10 3.51 AFP 1.6E 5HORT 1/2" PLYWD FLITCH PLATE 5PAN HEADER 1. WHERE SPF OR 5YP #2 BUILT-UP HEADER5 ARE 5PEGIFIED ON THE PLAN5, ANTHONY FOREST PRODUGT5 (AFP) 1.6E SHORT51PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER 5UBSTITUTION 5GHEDULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fib = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADER5 MAY NOT BE 51,155TITUTED WHERE BUILT-UP LVL HEADER5 ARE 51PECIFIED ON THE PLAN5. 4. REFER TO THE 5TANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DE516NED IN AGGORDftNGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GODS (SECTION I(9Oq) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP, G WHISPERING RIDGE ST. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BR1550N E. ANY COMMUNITY NOT LISTED HARE REQUIRES FORMAL EVALUATION 8 APPROVAL FROM MULHERN & KULP STRUGTURRL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE51614 LOAD5: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE _ 40 P5F (INGLUDIN6 STAIRS) = 30 P5F 0 5LEEPIN6 AREAS = 50 P5F 0 6ARA6E DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE A5 L15TED R15K GATEC70RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP '5TUD' GRADE LUMBER 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLAN5). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x `5TUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"0.131" NAILS ® 12" O.G. 5TAe6ERED, APPLY NAILING FROM BOTH FACES 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 8 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. STReeERED. 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" 056 FASTENED w/ 2Y2"x0.131" NAILS 0 6" O.G. ® EDGE5 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKING IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 p5i; E=2.0x10^6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS 0 8" 0/0 OR 2 SOW5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 Ib" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 5D5 56REW5 (OR 6 1/4 TRU55LOK 5GREW5) 0 Ib" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14 OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM IS ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED IIII DIA. X 4" LONC7 TAPGON5 0 24" O.G. seal; 1/15/2018 Igo 8 .4 a ob Q copyright ; MULHERN & KULP Structural Engineering, Inc, J ca z 4., a �. cn W *r _ N y N N N CX W project number. 181-17013 project mgr SDI drawn by; C DV issuedate; 06-29-17 REVISIONS: date: Initial 09-25-17 MK 11-09-17 MK 12-11-17 MK V) W 0 w (n W H 0 J � LL W o a >-I W f -I 0 2 j } 0 a00 seal ba6ie GENERAL 5TRUGTURAL NOTES ky ui mm. ` H FOUNPATION ro u mm e-d o o Tm"� • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GORE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A � .3 �� MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. THESE F=OUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501E BEARING CAPACITIES GREATER THAN THE 1500 P5F MIN. REQUIRED. © copyright: MULHERN &KULP (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DE516N5 Structural Engineering, Inc. ARE STILL ADEQUATE. • ALL LUMBER. EXP05ED TO WEATHER OR IN GONTAGT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. J m • BUILDER TO VERIFY CORROSION -RESISTANCE COMPATIBILITY OF •� a HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED Y c WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD. -�- °� a START 3 -S 11-41— 11-0 17 -0 23 -8 28 -0 CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN z THE FOLLOWING MINIMUM GOMPRE551VE 5TRENOTH5 IN 28 DAYS, _ U.N.O.: 2 y F'c = 2,500 p5l:....... FOOTINGS W y 3 2,500 pSI:....... SLABS ON ORADE (INTERIOR It EXTERIOR) MB -1 CONT. MB -1 fy = 60,000 p5i ...... REBAR o. • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS a� 3050 WINDOW 3050 HINDOH bobb 56D < THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. p N 31%"'xb3" R.O. 313/4°xb3" R.O. 133/4"x81" R.O. N • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. N a • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR - q5% COMPACTED FILL. - - • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ' v d06E5, AND OTHER LOCATIONS HHERE SLAB CRACKS ARE LIKELY as ca TO DEVELOP. (20'-0" O.G ) • • • MINIMUM LAP 5PLIGIE5 ON ALL REINFORCEMENT SHALL BE 48 BAR W project number. DIA. 181-17013 • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM 641b F'c=3000 PSI W MAX 3/s" A66RE6ATE project mgr: SDI • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO KITH A MINIMUM drawn �' GDV GOMPRE551VE 5TREN6TH OF 1,100 P51 (F'M = 1500 P51). ALL asuedate: 06���� MORTAR SHALL BE ASTM G2-10, TYPE 5. GMU DE516N BASED ON d AGI 530/530.1 REVISIONS: TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL date: Initial: • • 1. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG El BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL R318 AND ALL RELATED 5UBGATE6ORIE5. EXTEND INTO BOND BEAM AT TOP HALL AND SHALL 09-25-17 MK 2. PROTECTIVE SLEEVES AROUND PIPIN6 PENETRATING CONCRETE ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" 11-09-17 MK SLAB-ON-6RADE FLOORS SHALL NOT BE OF GELLUL05E LAP SPLICE KITH FOOTING DOWEL. 12-11-17 MK GONTAININ6 MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LEN6TH OF WALL SEALED HITHIN THE SLAB U51N6 A NON-GORRO51VE CLAMPING <t DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE •PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL N N AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE MASONRY OPENIN65 AND AT ALL NALL CORNERS. 11 THE SLEEVE. • • 3. CONDENSATE LINE, IRRIGATION/5PRINKLER SYSTEM RISERS FOR • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP SPRAY HEADS, AND ROOF DONN5POUT5 SHALL D15GHARGE AT AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, CELL, AND SHALL BE LOCATED AT A MAXIMUM OF V-0" O.G. IN CD WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR EXTERIOR HALLS. (AS SHOWN ON PLANS) V) SPLASH BLOCKS. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON W ALL BUILDINGS WITH EAVES OF LE55 THAN b INCHES (152mm) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR BUILDERS TO VERIFY. wrwwl �' ON A ROOF ABOVE ANOTHER ROOF 0 d- d- I m m W MB -1 MB -3 • •:::::.- :::::::::::::::::::::::::::::.:::::.::::::...:.......................................................... .................. .............................................................................. ................................. • • 3068 DOOR Ib' -0"x-7'-0" 41 "x&4Vz" R.0 J GARAGE DOOR J D2. D2. START 2-4u b'-0" q'-4" 261-011 28'-0" u l J z L w 0 [L LLJ BLOCK FLAN jj��� > 0 I 22x34 SCALE: 1/4"=1'-o" ELEVATION S V Q IlxI 1 SCALE: I/S =I -0 0 z M 00 ,T 0 O FOR TYPICAL sheet: RIGHT HAND REFER TO 5—O. 5TRUGTURA�L NOTES I$ SGHEOULE5 00 i IITn'dii�iiI I IL I Mfi�50Ni�Y LINTEL �55�M�L I �5 SEE SCHEDULE AND SPEGIEIGATIONS FOR ADD'L INFO bROUf BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. MB -1 MB -2 m� m� —TOP REINF. TOP REINF. VERTICAL SHEAR TIES 6ROIJf GROUT • BOTTOM f2EINF. BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTI�. w/ _ EMBEDDED REINF. � 1-04 EMBEDDED REINF. T}�I A55rT1BLY RM. MB -3/ MB -5A MB -4/ MB -4,4 � � T MB-�A LINTELS: LINTELS DE516NATED WITH AN MB3e/4g SHALL BE GONSTRUGT� THE SAME A5 MB3/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2" BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPEGIFIGATIONS SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRtI TOP LINTEL COW -SE. M�450NRY L I NTL 1�ET�I L5 REINEORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 8E8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (I) #5 MB -3 SEIb-IB/IT (I) #5 (U #5 MB -4 BEIb-2B/IT (I) #5 (2) #5 � VERTICAL TII=S • 4"o.G. w/ 180 DEGREE HOOK TrE B APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO.,GO AND LOTT'S CONCRETE. OTE I. ALL LINTELS w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl b. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. M�450NRY L I NTL 1�ET�I L5 REINEORGEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB -I 8E8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (I) #5 MB -3 SEIb-IB/IT (I) #5 (U #5 MB -4 BEIb-2B/IT (I) #5 (2) #5 � VERTICAL TII=S • 4"o.G. w/ 180 DEGREE HOOK TrE B APPROVED LINTEL MANUFACTURERS ARE: CAST -CRETE, QUALITY PRECAST CO.,GO AND LOTT'S CONCRETE. OTE I. ALL LINTELS w/ SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl b. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN. "t O _I GAP 4 ABW44Z BASE L MONO TRUSSES (TYP) q ® 24" O.G. FLOOR FRAM I NCS PLAN 22x54 5GALE: 1/4"=1'-011 11x11 50ALE: ELEVATION 5 0 seal: 1/15/2018 �%% �'rts G. p 00 e«m rr' p w i 77 a �° M G Q copyright: MULHERN & KULP Structural Engineering, Inc. REFER TO 5-0.0 FOR TYPICAL STKUGTURAL NOTES 4 SCHEDULES N —J 4-0 Cx CMc CD N � N 4 M&K project number: 181-17013 project mgr. SDI drawn by: C DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD WWJ0 W vl z V LL w � � o LL., >- w 0 > p 0 Q 0 CD z ►-� CO LL 0 sheet: RIGHT HAND LL � C 4 .c N ZN • C1 W N�. en REFER TO 5-0.0 FOR TYPICAL STKUGTURAL NOTES 4 SCHEDULES N —J 4-0 Cx CMc CD N � N 4 M&K project number: 181-17013 project mgr. SDI drawn by: C DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD WWJ0 W vl z V LL w � � o LL., >- w 0 > p 0 Q 0 CD z ►-� CO LL 0 sheet: RIGHT HAND T LL >1 c Q 1'-0" in ROOF RAM I NG FLAN I 22x54 SCALE: 1/4"=1'-0" ELEVATION 5 IIx11 SCALE: 1/5"=1'-0" J J v RESER TO 5-0.0 FOR TYPICAL STRUCTURAL N0TE5 4 SCHEDULES seal IV := 0 p ry © copyright ; MULHERN & KULP Structural Engineering, Inc, Dr rQ Z� w`Cn U) E J +� D N cn a M&K project number. 181-17013 project mgr. SDI drawn by.- C DV issuedate: 06-29-17 REVISIONS: date: Initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD V) UJ J. ;2''. a W U) z w V % (� i► -1 f..�..i L.L � w o w LL 0 Lt. > 0 Q 0 z 0 M W x IT -1 0 sheet: RIGHT HAND "t S" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER V4" (1) #5 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3)/2" GONG. SLAB W GROUT CELL 50LI12 WWF OR FIBEKMESH REINF. OVER 6 MIL. VAPOR BARRIER a 7 CRAVE — — eq.. —I I I_ N - -1 I I=1 it 1=1 I I° a.. ° •: I—I I I—I I I—III- �� O —1�1—ISI—ISI � �' ISI—ISI—ISI- III—I 11=1 I I 1-1 11-1 11- III III=III=III—I —III- GLEAN " III—III,-111 MONOLITHIC ® 15% STANDFARD IILL'-0" (2) #5HORIZ. DEN51TY MIN. CONT. ON CHAIRS (311 MIN. COVER) WHERE 2ND STORY J OCCURS FT6. SHALL BE 1'41 WIDE W (2) #5 BARS POOTING SECTION IN/ BLOCK DETAIL I SGAI2� NTS NON -LOAD BRC. WALL EARA 61! INTERIOR _ =III=1 I I—IT_I—I I f=I I—i 1=..l ,_ l l l l l l l l l_II I Ill l l l l l l l l l l l l l l l l l l l l l l l l l l 11 1 1 1 1. , � 20"0' THICKENED EDGE W/ (2) #5 CONT. 8" CMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LI12 MATCH CMU LEDGE X PER 1/5121.0 6RADE d .° 'd III _ _ _ I=III--1T ' T III I_ III—IT_I—�_I I : • .. •• ' �� I—I I I_Tl I 1 11 O '—III—I i—I i ° °' II I—II_I—III— `� ' I=1 I I—III—I I : � • • � •'�� I I—III—I 11.- iI I •' �•� I —I 11-1 —III III =III= —III—II' ,IIT=1 I 1 GLEAN III —1 11- I I MONOLITHIC COMPACTED FILL 11-011 -Q FOUNDATION W/ o 15% 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 a 6ARA6E CURB DETAIL SGAI.t: NTS �� ►i iii ►i is 4° GARAGE ' .. ®G,�R,�GE DOOR DETAIL EDGE DETA�IL TOP \/IEA ®CORNER F 0111�KENED --^6ARA6E WALL Y2" GONG. SLAB m 411 °,;,_A . °. ° .. •... d 1—I II Ya" GYP. BO. EA. SIDE OF 2x'5 0 16" O.G. STUD PLATE TIES STUD TOP 4 BOT. (IF NOTED ON PLANS) FASTEN W/Y4"x51' LONG TAPGON5 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (VNLE55 NOTED PT. BOT. PLT. OT HERN15E ON PLANS) • a ;. °.. e. a .° 'd ° TI I I I I_l I I—IT_I d 4• ;:°' — Irl—II_I—III=ISI �I ISI ISI—I�i '—III—I 11=1 I I—III _ I --i I i•; I I hI I I III—III 1 11-111 I -TTI-III•=I � 1=1 I Su S" l2) #5 HORiZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE I'-8" WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWI5E ON PLANS 3 T. BEAR I NG WAIL T=OOT I NG DETAIL L W" NTS 8"x811 THICKENED SLAB IN (1) #5 CONT. (V #5 CONT. W/ 3" MIN. COVER o1=1=SET 1=ooTl NG LJ NoNBE,4Rl NG DET, I L 11=III—I ; 1 1 1 IL THICKENED EDGE ®G,�R,�GE DOOR DETAIL EDGE DETA�IL 0111�KENED SCALL= � WAal N TS, SLOPE I 6 SPEC PROVIDE 30" .a 8" CMU BLOCK INTERIOR MIN. LAP SPLICE RECESS ® SLIDING (� I t wm n �»''��� (U #5 VERT. IN 3 Yi GONG. SLAB w/ GLASS DR. , d ' . d,° : ° 8" CMU BLOCK 6ROUTED CELL, FULL END OF WALL NNLE55 NOTED WWREIN OR F.FIBERMESH VER 6 MIL. 1 112n OTHERWISE ON PLANS) © copyright ; MULHERN & KULP STUD PLATE TIES 0 STUD HT. (SEE PLANS FOR Structural Engineering, Inc. } PT BOT. PLT..---,,, I VAPOR BARRIER PLAN5) LOCATIONS) SILL FORMED ON SITE W.. °a a (I) #5 FROM FT6. TO R4.1 FI -FOIL OR : ° ; A AZ BOND BEAM. SPLICE ; : EQUAL OVER CD EXP JOINT TO BE MIN. 25" FURR 5TRIP5 c`o • z CONT. ON CHAIRS (3" MIN. COVER) 6ROUT CELL SOLID v 3A2"GONG. SLAB W/ +r Trn Z UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HUKRICANE CLIPS, ETC,: ARE NOT WWF OR FIBERME5H REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE c n REINF. OVER 6 MIL. BREAK FACE SLOPE_ VAPOR BARRIER N SHELL To ALLOW SILL FORMED ON 51TE 3Y2° coNc. SLAB — •; ° FOR SLAB (2500 P.5.1) W/ 6x6 w I 10/10 W.W.M. AND 6 MIL.— m w tx I VAPOR BARRIER drl=1 a :d .' d' —III—III—III—III ° ° III—III—III—III- I' 6KADE ° ° I I _ _ _ I I I—I I I=III=III d: III=III=I I L�1I I— —_ GROUT SOLID I—III I —I 11=III—III BELOW 5LAB DOWN -I I I_ TO FOOTING 10 °'� �•�'' ' "' < :" � '•• �� ° � ' � I—III—III 'a .a •� •. d •..' I—IT � .. " .. • °:,' ! II II ° e EXP JOINT °, . • ' . 4... °• ,' . a 6 SPECS -111_1 I I—I — : e ..' A=_I I (1 = CHASE PVC II (I) #5 DOWEL W/ 6 HOOK (SEE PLANS d • ... .. >� e • e 12 xlb GOVT. CONT. FT6. W/ (2) #5 HORIZ. _ SLE BE SLEEVE -�f=l FOR LOCATIOW : CONT. ON CHAIRS (311 I I—III—III; 1= TWICE THE E 4' • :e . MIN. GOVT% DIAMETER OF PROTECTED PIPE �XTERI OR OUTSAI NG 4 SGD POURED SILLS DETAIL CHASE DETAIL DROPPED GRADE DETAIL q 10 11 WAas NTS WALLI NTS SCALL, NTS ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWI5E ON PLANS m 4 OI75=E TFOOTING BEARING DETAIL m Q. - M&K project number. 181-17018 8" CMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr; S D I EXTERIOR DOOR EQUAL OVER drawn by G DV FURR STRIPS issue date: 06-29- `I 7 MTL. THRESHOLD 3 Ya' GONG. SLAB w/ SET IN SEALANT WWF OR FIBERMESH REVISIONS: REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date. initial. (5EE PLAN5) III=TTI=1 I 1=1 I I— 11-09-17 MK • iI1=111=111=III III -1I =1II—III_—'' 12-11-17 MK '—III-TTI=1 I 1=1 I ' �• ' . ' ' I I—III—III—_I I I - '—I ... 11-1I_I-1 1 1- GLEAN COMPACTED' I I—III—III I I I—I 11= FILL o 45% STANDARD -1I I—III-1I Ill—if DENSITY AND TERMITE 111 1111 I I=—III I I I i MONOLITHIC' TREATED1(—� Jill- 111- FOUNDATION VV (2) #5 HORIZ. 1'-011 CONT. ON CHAIRS' MIN. X11 MIN. COVER) CM WHERE 2ND STORY'. 04GUR5 FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS UJ W=J ENTRY DoO� DET>�IL �' S SCALL= NTS 5" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER x/411 (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3)12" GONG. SLAB w/ 6ROUT CELL 50LIP WWF OR FIBEKME514 PORCH SLAB REINF. OVER 6 MIL. tV VAPOR BARRIER (SEE FLAW r Z d .. ° 'O e • ° °.. q.' EXP JOINT ' - —11 II I 1=1 I—III ; I I—I 11=1 I I-� =1 11= � 1=III=11 I I _III III -1 I 1—I I I MONOLITHIC GLEAN III=1 I I— ' ' ' FOUNDATION W/ COMPACTED FILL(2) ONT. ONCHAIRSq5% STANDARD DENSITY MIN. (311 MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR INALL @ PORCH SLAB DETAIL SCALL= NTS U? J d H W 0 zW U. o c� o d�W 00 :E } o ::)0 N � a LL4 � O S 1 *0 seal:,,, C L .a INTERIOR F z� a A. Y2" GYP. BD. EA. SIDEb OF 2x4'5 0 16" O.C. I (� I t wm n �»''��� FASTEN W/Y4"x5" LON6 TAPGONSw„%a G,�RAIGE 0 2'-8” O.C. AND 1211 MAX FROM 21/411 END OF WALL NNLE55 NOTED 1 112n OTHERWISE ON PLANS) © copyright ; MULHERN & KULP STUD PLATE TIES 0 STUD Structural Engineering, Inc. } PT BOT. PLT..---,,, I TOP 4130T. OF NOTED ON PLAN5) W.. °a a ea•,.. A AZ CD (2) #5 HORIZ. I IO" Ion c`o • z CONT. ON CHAIRS (3" MIN. COVER) v +r Trn Z UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HUKRICANE CLIPS, ETC,: ARE NOT •�° REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE c n ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWI5E ON PLANS m 4 OI75=E TFOOTING BEARING DETAIL m Q. - M&K project number. 181-17018 8" CMU BLOCK BEYOND R4.1 FI -FOIL OR project mgr; S D I EXTERIOR DOOR EQUAL OVER drawn by G DV FURR STRIPS issue date: 06-29- `I 7 MTL. THRESHOLD 3 Ya' GONG. SLAB w/ SET IN SEALANT WWF OR FIBERMESH REVISIONS: REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER date. initial. (5EE PLAN5) III=TTI=1 I 1=1 I I— 11-09-17 MK • iI1=111=111=III III -1I =1II—III_—'' 12-11-17 MK '—III-TTI=1 I 1=1 I ' �• ' . ' ' I I—III—III—_I I I - '—I ... 11-1I_I-1 1 1- GLEAN COMPACTED' I I—III—III I I I—I 11= FILL o 45% STANDARD -1I I—III-1I Ill—if DENSITY AND TERMITE 111 1111 I I=—III I I I i MONOLITHIC' TREATED1(—� Jill- 111- FOUNDATION VV (2) #5 HORIZ. 1'-011 CONT. ON CHAIRS' MIN. X11 MIN. COVER) CM WHERE 2ND STORY'. 04GUR5 FT6. SHALL BE 1'-4" WIDE W (2) #5 BARS UJ W=J ENTRY DoO� DET>�IL �' S SCALL= NTS 5" CMU BLOCK R4.1 FI -FOIL OR EQUAL OVER x/411 (1) #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" 3)12" GONG. SLAB w/ 6ROUT CELL 50LIP WWF OR FIBEKME514 PORCH SLAB REINF. OVER 6 MIL. tV VAPOR BARRIER (SEE FLAW r Z d .. ° 'O e • ° °.. q.' EXP JOINT ' - —11 II I 1=1 I—III ; I I—I 11=1 I I-� =1 11= � 1=III=11 I I _III III -1 I 1—I I I MONOLITHIC GLEAN III=1 I I— ' ' ' FOUNDATION W/ COMPACTED FILL(2) ONT. ONCHAIRSq5% STANDARD DENSITY MIN. (311 MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4" WIDE w/ (2) #5 BARS EXTERIOR INALL @ PORCH SLAB DETAIL SCALL= NTS U? J d H W 0 zW U. o c� o d�W 00 :E } o ::)0 N � a LL4 � O S 1 *0 U I OVERFRAMING ROOF 5HEATHING NA/e"X0.113" R.5. TOE NAILS VALLEY SET 23/8"x0.113" R.5. NAIL5 ® 6" O.G. OVERFRAMING TRU55 (EDGE NAIL) Aa"X0.113" R.5. NAIL5 ® 6" O.G. FASTEN EACH MAIN ROOF SHEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 5IMP50N MT512 — GLIP MAIN ROOF TRU555 TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.5. TYP I CAL TOP PLATE LAMP SPL I GE DETAIL B SCALE: N.T.S. OP PL �S PLAN) WINDOW/ .1 1 DOOR 11 1 OP NINE J ( 14" (MIN) 14" (MIN) • REQUIRED AT ALL OPENIN65 GREATER THAN 36" WIDE 4 AT PALL OPENINC75 LOCATED WITHIN P3 SHEAR WALLS. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5EE PLANS). • DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYPICAL EXT. HALL 4 INT. 5HEARAALL OPENING ELEVATION SCALE: N.T.S. 2x8x12" P.T. CL OF OPENING CENTER BUCK (I) #5 IN BOND BEAM • r- --- ------ --- w SHEAR WALL WITH EDGE NAILING 4 BLOCKING PER PLANS. SIMP50N 6516 STRAP CENTERED AT CORNER OF OPENIN6 w/ (28) 2 1/2"x0.131" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL FLAT BLOCKIN6. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER BLOGKING ® 16" O.G. VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOGKING AT EACH END WITH (2) 3"x0.131" TOENAIL5 5Y;2 "x0.131"— NAIL5 ® 8" O.C. TYPICAL 2 STUD CORNER TYPICAL HOOP FRAMED W,�LL CORNER 1�ET,�IL 25" #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. NALL RE I NPORG I NG DETAIL - 0 BOND -BEAM No ,,,-----GONTIN. PRECAST HEADER-----*"" 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. --n GA5T-GRETE WINDOW 51LL, OR EQUIV. — DOUBLE WINPOA noA5ONRY PIER DETAIL L = NTS ••vc Q r...rWr m 0 n m FASTEN 2x P.T. WALL PLATE/ END P.T. 5TUD TO GMU WALL w/ Y4" x 4" LONG 1" `r TAPGON 5GREW5 0 16" O.G. @ INT. 2x INTERIOR WALL � M 5HEARWALL END - 5EE PLAN Q copyright ; MULHERN & KULP Structural Engineering, Inc. k '�l c E Q a VIM + m E z� OC SHEARNALL INTERSECTION W N y CONNECTION OETA�IL _ � SCALe: N.r.S, ._ � cao .N W M&K project number: NOTES: 181-17013 -�— BOND -BEAM I. 2X PT 13UGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: SDI FA5TEN BUGK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE of BUCK. drawn by; GDV REGE55ED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ OUT NAIL5 OR EQUIVALENT. Issue date: 06-29-17 PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E. REVISIONS: } 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EX15TINCV 2X date: Initial: BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TAG6ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 11-09-17 MK 4. MIXING OF IX AND 2X BUCK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK 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 BUG"' DETAIL W GZASM .....■ LETTERED DETAILS ARE TYPIGAL FOR LUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PE:G I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED n I 1} — — — — — — — Y2" • DIA. J -BOLT* J (5EE BELOW) 1 (1) #5 BAR IN PREGA5T LINTEL D 2X4 P.T. TOP BUCK (2) #59 VERTICAL IN GROUT FILLED w • 2X8 P.T. BUCK EACH LELL. IN WALL5 GREATER THAN 30"5IDE OF OPENING o } WIDE, ONLY (1) #5 15 REWIRED 2 d 0 (0 Q PROVIDE (5) Y2" DIA. J -BOLT* W/ 5 Y2" (1) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) < EACH 51DE OF DOOR. PROVIDE (0/2" x c," THICK WASHER W/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY 1 BE GROUT FILLED 0'-O 5PAGED APPROXIMATELY 24" O.G .) d — # AB TO PROVIDE OF DOWEL5 @ 5L FIN. F" MATCH VERT. BAR5 w/ 30" MIN LAP 5PLIGE * PROVIDE Y2" DIA. x 6 YY LONG 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLI6E5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION GARACGE DOOR VERT. RE I WORD I NG VETA I L GARAGE DOOR BUCK DETAIL J SGNT9 9GAL7~: NTS 2x4 LADDER BLOGKING ® 16" O.G. VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOGKING AT EACH END WITH (2) 3"x0.131" TOENAIL5 5Y;2 "x0.131"— NAIL5 ® 8" O.C. TYPICAL 2 STUD CORNER TYPICAL HOOP FRAMED W,�LL CORNER 1�ET,�IL 25" #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. NALL RE I NPORG I NG DETAIL - 0 BOND -BEAM No ,,,-----GONTIN. PRECAST HEADER-----*"" 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. --n GA5T-GRETE WINDOW 51LL, OR EQUIV. — DOUBLE WINPOA noA5ONRY PIER DETAIL L = NTS ••vc Q r...rWr m 0 n m FASTEN 2x P.T. WALL PLATE/ END P.T. 5TUD TO GMU WALL w/ Y4" x 4" LONG 1" `r TAPGON 5GREW5 0 16" O.G. @ INT. 2x INTERIOR WALL � M 5HEARWALL END - 5EE PLAN Q copyright ; MULHERN & KULP Structural Engineering, Inc. k '�l c E Q a VIM + m E z� OC SHEARNALL INTERSECTION W N y CONNECTION OETA�IL _ � SCALe: N.r.S, ._ � cao .N W M&K project number: NOTES: 181-17013 -�— BOND -BEAM I. 2X PT 13UGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: SDI FA5TEN BUGK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE of BUCK. drawn by; GDV REGE55ED 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ OUT NAIL5 OR EQUIVALENT. Issue date: 06-29-17 PREGA5T 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E. REVISIONS: } 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EX15TINCV 2X date: Initial: BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TAG6ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 11-09-17 MK 4. MIXING OF IX AND 2X BUCK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK 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 BUG"' DETAIL W GZASM .....■ LETTERED DETAILS ARE TYPIGAL FOR LUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PE:G I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED n I sheet: DETAILS ARE NOT "GUT ON THE PLANS. ( GUT ) ON THE PLANS. ISD2*01 LO J W-Ja D Lu o w } o 2 d 0 (0 Q sheet: DETAILS ARE NOT "GUT ON THE PLANS. ( GUT ) ON THE PLANS. ISD2*01 TOLERANGE5: ALL DIMEN51ON5 TO BE HELD WITHIN +/- Y4" OUT5IDE 2)2X4'5 EDGE 015TANGE 1" E06E 1 1/2" E06E 2 II/2" E06E PER DETAIL 3"XO.131 "x3" 2 COMMON_QN �z f '� 1 1/2" 21/211 21/4 v 2" N ( I 3x0.131 "x3" I I < IN510E 2X'5(i 3"x0.131 "x3" COMMON I _ PER DETAIL ( I GOMMON 3"x0.131""x3u � � � � COMMON j I OPP. 51DE v I I v I I z V I I 3"x0.131„x3° z II I I I I < I I COMMON ¢ OPP.51DE tI D15TANGE 3'"x0.131"x3" PER DETAIL COMMON (2)2X4'a (2)2X6 r, OPP. 510E (2)2XM, IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERED. OUTSIDE OUTSIDE NAIL5 NAILED AT 8" O.G. (2)2X'5 (2)2X COLUMN (3) OR (4)2X GOLUM M BUILT-UP STUD COLUMN DETAILS M NTS 5EE DETAIL 20 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE ---------------- FASTEN EVERY OTHER 055 BLOCKING ® 48” I-JO15T (w/ WEB BLOGKIN6 A5 I-JO15T5 O.G. FA5TENED TO 2x REQ'D) TO 2x BLOGKIN6 w/ (1) -PER PLAN BLOGKIN6 H/ (1) 51MP50N A35 CLIP 51MP50N A35 CLIP - Y FA5TEN VERY OTHER J015T TO GMU w/ 51MP50N HT5MI6 TN15T 5TRAP. FA5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOCKING (BETWEEN I-JO15T - 16" MIN. LENGTH) FASTENED DONN TO GMU w/ (3) Y4" D IA. x 3 Y2 LONG TAPCON5 ® EA BAY. FASTEN RIM BOARD, THRU WALL 5HT6., TO 2x BLOCKING w/ 3"x0.131" NAIL5 ® 3" o.c. Q R TROT=IT DETAIL SCALE: 3/4"=I' -O" 5EE DETAIL 21 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE \ / I-JO15T5 X -PER PLAN 9 FA5TEN EVERY OTHER J015T TO GMU W 51MP50N HT5MI6 TW15T STRAP. FA5TEN 5TRAP TO GMU w/ W,144" DIA. x 2Y4" LON6 TITEN 5GREN5 2x6 FLAT 13LOGKIN6 TO EA. 51DE OF 056 BLOGKIN6 (16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3,142" LONG TAPGON5. FA5TEN RIM BOARD, THRU WALL 5HT6., TO 2x BLOGKIN6 w/ 3"x0.131" NAIL5 o 3" o.c. R R�TROI=IT DETAIL SCALE: 3/4"=1'-O" DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILIN6 5GHEDULE GMU WALL BEYOND NOTE: MIN %b" HIN05TORM OR EQUIVALENT WALL 5HEATHIN6 TO BE USED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REQ'D. EXCEPT A5 NOTED ON PLAN5 IN TWO STORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HONN ELEV. DETAIL &5!HEATHIN6 ALE: NTS NOTES: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5EE TYP. FOUNDATION SIMP50N ET EPDXY). DETAIL5 FOR ADDITIONAL 2. PROVIDE %1 DIA. HOLE FOR DOWEL, INFORMATION NOT 5HONN BLOW OR BRU5H GLEAN. HERE 3. FOLLON MANUF. INSTALLATION IN5TRUCTION5. FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXIST'6 I CL IN GROUTED CELL SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I I I I z GRADE "III—III—III—I I—I _ _ __11 II—III III III—III. ,ISI—� I—ISI—ISI e 11 I� III I I I—dill, a I—III—III—I Q —I 1 I—I 1 I—I I I I=III—I I �—III—i i :11,4' 1=1 11=1 1I- - MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM POR DROPPED 6RADE LETTERED DETAILS ARE TYP I CAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. V lT �—I Li" w w Q � ° � w Z 0 2 > 0 Q 00 a LL 0 sheet: SD2e seal:��®/°�®� «. �a a I A 5EE DETAIL 56 ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE Q copyright: MULHERN & KULP FA5TEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc, ""— w/ 51MP50N HT5MI6 TW15T 5TRAP. FA5TEN STRAP TO GMU W (4) Y4" 0' c DIA. x 2 Y4" LONG TITEN 5CREW5 PROVIDE M015TURE BARRIER J PLATE (51MP50N T55 OR 5IM) ® �- EACH TRU55. c a`i PROVIDE 2x FLAT BLOGKING FIT.o + T16HT TO ROOF TRU55E5 0 EVERY � a OTHER BAY FA5TENED TO GMU w/ (3) Z Y4" DIA. x 3Y;2" LONG TAPGON5. ROOF CL FASTEN BLOCKING TO TRU55E5C9 R W (2) 3Y4 x0.131 NAIL5 @ EA. END. W }, J � DETAIL 9 0,RrETROrIT 1-O" N � .- m Cx INSTALL ROOF CLIPS ROOF TRU55E5, ON OPPOSITE FACE OF BEARIN6 ON WALL NOTE: DETAIL ONLY WALL AS STUD TIES AS WHERE NOTED ON PLAN APPLIES AT BEARING A NECESSARY NALL5 5UPPORTIN6 MW projet number. ROOF TRU55E5. 181-17013 PROVIDE CRIME project mgr: SDI STUD ABOVE HEADER Rio 4 JACK STUD drawn by C DV SIMP50N R5P4 STUD PLATE TIE 0 TOP 4 B Id SSUeate:OT. 06-29-17 REFER TO PLANS FOR OF STUDS, SPACED PER PLAN (ALT. PER PLAN: HEADER 51ZE. 0513 SHEATHED HALL IN REVISIONS: FASTEN TO KING W/ MIN. (3) 3"x0.131" NAILS LIEU OF METAL TIES) date: initial: 09-25-17 MK 11-09-17 MK OPENING IN BRC. WALL (5EE PLANS) 2x4 (MIN) STUDS 0 16" Q.G. 12-11-17 M K OR A5 NOTED ON PLAN5 NAIL STUDS T06ETHER T. PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE SIMP50N DSP I I TO 5LA13 PER DETAIL TIE OR (1) HS STRAP 0 BASE OF JACK 4 KING lu 3/5DI.0 U.N.O.ON PLANS TO 50LE PLATE HUI SLAB FOUNDATION' IST r -LR. INTERIOR WOOD BEARING W W,�LL GONN�CTION E��LOW R00� ••� T SCALE: N.T.S. S LETTERED DETAILS ARE TYP I CAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. V lT �—I Li" w w Q � ° � w Z 0 2 > 0 Q 00 a LL 0 sheet: SD2e 2x EXTERIOR KNLL �a -5EE PLAN FOR SHEATHING 2x EXTE=RIOR WALL AND CONNECTION 5PEG5. FA5TEN 50LE PLATE TO RIM 2x EXTERIOR WALL o 5TAIR5 EXTERIOR WALL 5HT6. TO -5EE PLAN FOR 5HEATHIN6 BOARD w/ 3"x0.131" NAIL5 @ 6" O.G. RUN CONTINUOUS FULL HEIGHT FASTEN FLOOR SHEATHING OR 2-5TORY SPACE AND CONNECTION 5PEG5. EXTERIOR WALL SHT'G. TO ©copyright ; MULHERN & KULP OF WALL FROM BOTTOM OF I y8 FULL DEPTH 05B BLOCKING ® 1 -JOISTS -5EE PLAN FOR SHEATHINGFA5TEN 50LE PLATE OF 2x E TOP PLATE RUN GONTINUOU5 FULL HEIGHT -5EE PLAN TO BLOCKING w/ 2Y2"x0.131" TO BOND BM w/'Y2' D A. ANCHOR Engineering, Inc. RIM TO DOUBLE OF WALL FROM BOTTOM OF 48 o.c. ALONG WALL (1ST BAY ONLY) NAIL5 ®b O.G. AND CONNECTION 5PEG5. Structural En FASTEN SOLE PLATE TO RIM w/ RIM TO DOUBLE TOP PLATE FA5TEN 5HEATHIN6 TO EA. BLOCK w/ (5) FA5TEN 50LE PLATE OF 2x WALL BOLTS PER MAX. PROVIDE 2 Yz"x0.131" ®3" O.G. INTO 3"x0.131" NAIL5 ®6" O.G. � SHEATHING �� �� ,� MIN. (2) PER PLATE AND MAX 12" #a 5GREN5 OR (5)2Y2 x0.131 NAIL5. TO BOND BM. w/Y2 DIA. ANCHOR 50LE PLATE TO RIM w/ 2 z xO.131 NAIL5 ®6 D.G. 2 Y2 x0.151 ®3 D.G. INTO 50LE BOLT5 ® 4'-0" MAX. PROVIDE FROM EA END �-' c " PLATE II �� MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL® 5TAIR5 OR Ye (MIN.) 05B RIM BOARD . I-JOI5T5 I " MIN 05B RIM BOARD. � I-JO15T5 FROM EA END 2-5TORY 5PAGE. IN51DE FAGS m FASTEN TO EA. I-JO15T @ TOP Ya (MIN) _ �� �� .c ;E BOTTOM CHORD w/ (2) 3 ya'x0.131" -PER PLAN FASTEN RIM TO EA. BLKG x PER PLAN OF DRYWA3 L SHALL OVERHANG rn ` PANEL w/ (3)3 Ya"x0.131" NAIL5 FA5TEN EXTERIOR 5HEATHING • MASONRY /a . PROVIDE FURRING NAILS TO 2x PLATE w 2 "x0.131 ON IN51DE FACE OF MASONRY TO Y m 2 Y2"x0.131 3�� O.G. INTO RIM MIN. / Y2 MATCH DRYWALL + . % 2 Y2 "x0.131" ® 3" O.G. INTO RIM %" OTHER BAY OVER SHEAR WALL NAIL5 ®3" O.G. BOARD a . . BOARD FA5TEN EVERY 05B BLOCKING TO FASTEN RIM TO GMU BOND _ FASTENED w/ (2) SIMP50N A35 S" GMU BOND BEAM w/ � BEAM w/ 51MP50N HETAI6 FASTEN EVERY OTHER I JOI5T (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 51MP50N HETAI6 WALL CONSTRUCTIONS BLDGKING BOTH SIDES) TO BOND BEAM BEAM w/ 51MP50N HETAI6 « PER 5TRUGTURAL CLIPS AT EACH BLOCK (PERP.) (I) #5BAR5 CONT. CL M EMBEDDED STRAP @ 24 O.G. ,� (48 O.G. MAX) OR 1 Ya' 05B RIM FA5TENED w/ (1) + `�' w/ (I) 51MP50N HETAI6 (48 O.G. MAX) EMBEDDED STRAP ®24 O.G. PLAN " 8" GMU WALL ---� W 51MP50N A35 CLIP ®16 o.c. VERT WALL REINF. TO 8 GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND B(5EE PLAN5) OVER 5HEARNALL (PARALLEL) _ .cu CD EXTE=ND INTO BOND BEAM EXTEND INTO BOND BEAM W/ (1) #5 CONT.*'CM W/ (1) #5 GONT. J c 8" REINF. GMU WALL S" REINF. GMU NALL v -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. N y @ HORZ. REINF. 5PEG5 4 HORZ. REINF. 5PEG5 m -4 SNT1� S�GTION SECTION 20 SECTION 21 . 22 3� SCALE: S/4"�I'-0" SG3/4-0 M&K project number. 181.17013 FA5TEN ROOF 5HEATHIN6 TO 2x BLOGKING w/ 23/8'X0.113•' project mgr: S D I R.5. NAIL5 ® 611O.G. 2x6 BLOCKING IN EA. TRU55 BAY 2x4 GAT5 ® I6"0.G. FA5TENED TO EACH GROSSING FA5TENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ drawn by: G p� j ROOF TRU55E5 STUD w/ (3)3Ya"x0.131" NAIL5 TRU55 w/ (2)3"x0.131" BLOGKING w/ 23/8'X0.113 (3)3Ya"x0.131" Issue date: 06-29-17 ® 24 O.G. TDENAIL5. PROVIDE (1) R.S. NAIL5 ® 411O.G. TOENAIL5 EACH END 51MP50N 143 GLIP OVERHANC75 > 12"H x REVISIONS: 5EE DETAIL 20 - x date inikial: FOR ADDITIONAL GYP50M BOA CONNECTION INFO 4 FA5TEN ROOF 5HEATHING TO PER ARCH FOR I'-4" MAX 2'-0" MIN 09-25-17 MK 5HTG. FA5TENING FA5GIA WITH 23/8"X0.113" R.5. FIREPROOFING ROOF 5HT6(4) 3Ya"x0.131" 11-09-17 MK .G NAIL5 ®b" O. � i � NAIL5 GABLE END VERTICAL WEB 51,ALL BE REINFORCING A5 REQURIED DONT. 24" MIN 12-11-17 MK -J015T5BY TRU55 MANUF. ONTO'11 ROOF -PER PLAN is `•, HANGER 2x FA5GIA -BY TRU55 MANUF. -5EE ARCH 5EE UPLIFT CONNECTOR 3Ya x0.131 TOENAILS® 12 2x 5HEAR WALL 5GHEDULE ON PLAN5 FOR D.G. GONNECTING BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 CHORD TO TOP PLATE 5PEGIFIGATION5. FA5TEN ROOF TRU55 TO 8" GMU BOND BEAM DOUBLE TOP PLATE w/ FASTEN BOTTOM CHORD OF W PERT WALL REINF. TO GABLE END TRU55 TO TOP PROVIDE 2x4 BLDGKING EXTEND INTO BOND BEAM W/ (1) #5 CONT. (3) 3 Ya"x0.131" TDENAIL5 PLATE WITH 5IMP50N A35 L2x4 BRACE w/2x4 ® 45" O.G. IN FIRST (3) GLIP5 @ 32" O.G. T-BRAGE, 5PAGED ® BAYS OF ROOF 8" REINF. GMU WALL 4'-0" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT -5EE PLAN FOR VERT. 2x4 TO "f' w/ 3Ya"x0.131" TIGHT BETWEEN TRU55 C 4 HORZ. REINF. 5PEG5 FA5TEN BOTTOM OF 2x4 NAIL5 ® 12 O.G. BOTTOM GHORDS T BRACE TO DBL. TOP C / PLATE w/ (1) 51MP50NC /� FA5TEN DRYNALL TO SECTION O T, I L H2.5A t (2)3 YaETAIL BLDGKING w/5GREW5 SGALEI 9/4 sl -0 0 SGALEI 3/4"sl'-O" TOENAILS 51 SGALGN 8/4'4-0" /NAIL5 ®6" O.G. LQ i^. J 1 aLL W it LLI O 0 \YZ LETTERED DETAILS LS ,ARE TYP I GAL FOR NUMBERED DETAILS LS PARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ,ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE VVERE 5PEG 1 F I GALLY I Nle I GATED DETAILS /ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. x M xrL-4 WV -40 sheet: SD2.2