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HomeMy WebLinkAbout3770 Saltmarsh LpINDEX. GENERAL NOTES: CS -1 COVER SHEET 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY TOTAL DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/OR CORRECTION TOTAL BEFORE CONTINUING WITH WORK. CONTRACTORS 739 SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. 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 5.1.3 ROOF PLAN'S' CODES, REGULATIONS, AND FHA/VA MPS, 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. FL 6.1 UTILITY PLANS 's' CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE SANFORD BUILDING BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION D-1 DETAILS WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL BE CONSTRUED TO BE MEMBERS SHALL BE OF A GOOD GRADE AND CENSE TO PR AUTHORITY TO VIOLATE DE NOR SHALL SE ANY OF THE 9 A QUALITY AND MEET ALL NATIONAL, STATE, AND 4T LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN THE B I DiNGOFFTCI REO CONSTRUCTION ION OR I CONSTRUCTION OR VIOLATIONS ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. -5TH EDITION (2014) R703.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R703.6.2.1 WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. 5TH EDITION (2014) R703.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVEVAPOR PERMEABLE BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R703.6.5 OR IN ACCORDANCE WITH ASTM C 926. moulsolih, AIR M Ad MULHERN+KULP residential structural engineering 20 South Maple Street, Suite 150 • Ambler, FA 19002 Air p215.646.8001 • mulhemkulp.com A6m& 9L At -, N 8 cmlill ,,, VOYAGER L i REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX YIN Y/N I RECORD COPY SQUARE FOOTAGE TABULATIONS HEATED S.F. UNHEATED S.F. FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL ELEVATION'S' 739 1087 18216 400 39 100 539 I I I I REVIEWED FOR CODE COMPLIANCE GI -r CV A1.11 AIC DATE SANFORD BUILDING DIVISION PERMIT ISSUED SHALL BE CONSTRUED TO BE COMPACTION TEST C CENSE TO PR AUTHORITY TO VIOLATE DE NOR SHALL SE ANY OF THE 9 A CANCEL, ALTER OR SET ICE OF A PERMIT PREVE -- _..__-. 4T REQUIRED Results to be Verified ..cl, h 1o..ection THE B I DiNGOFFTCI REO CONSTRUCTION ION OR I CONSTRUCTION OR VIOLATIONS NOF ERRORS IN PLANS OF THIS CODE #17-23&9 1411_71% SANFORD N.S r . o y. �r 7324 a� -A-I E OF a r�i?rzsl�'u�pi�r« �e�ganar.� O ed ary od°r' pmatron rdatep la odlerd pfurez d ISSUE DATE: rn FOR f REVIEW `N REVISIONS: �- These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION LAST SAVED BY: SHEET NO: Cal • SHEET NO: Cal 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 2014 FLORIDA RESIDENTIAL BUILDING CODE SECTION R311.3.) 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. 0 ! _. • STRUCTURAL WIRAWINGS FOR ALL 1--OUNDATION FOUNDATION KEYNOTE LEGEND F1 I LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE It Lo 28'-0" 19'-8" SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 8'-4" CZ + LU LU O T ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: z LU • O� ;W a - co PATIO SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB N NOTE: EXTERIOR WALLS ARE DIMENSIONED TO N OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. N o Cq 1('-71/2" 17'-41/2" VERIFY UNDERSLAB CONDUIT AT KITCHEN ISLAND LJIFr t I H (D 0 01 c? r %j _______ T - WH) o ------- ______8'-21/2"- 8'-2 1/2 ---_______ - — 3 1 1/2" ------ _____GARAGE GARAGESLAB ZD N N REINFORCE PER LOCAL F2 CODE AND ENGINEER'S SPECIFICATIONS 5'-91/2" 2'-5" PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 2'-2" 16'-4" w V-3 1/2"� 19'-8" SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 8'-4" CZ + LU LU O T ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.0 • SHEET NO: FL 1.0 WALL LEGEND 5'-11" ( 3'-8" 5'-6" u 7 FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT 13 AS NOTED ON PLAN 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED BRICK VENEER SLIDE -IN RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS STUD WALL BELOW ,r-, 91/2"J HEIGHT AND STUD SIZE AS NOTED LOFT FLOOR PLAN KEYNOTE LEGEND 5'-11" ( 3'-8" 5'-6" 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 OR APPROVED 20 MINUTE RATED DOOR WITH SELF CLOSING HINGE 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". FIRE RATED ACCESS AS NOTED. 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'-11" ( 3'-8" 5'-6" 305 SO H 3050 SH 13 6'-0" 34"X " VANITY PAN M. BA. 2468 8'-1" CLG. — 2468 SLIDING 1 M. BED BYPASS 1 8'-1" CLG. 1 DOOR '' I I � WIC 8'-1" CLG. N -- — — — — —- T-7 1/2" 2"X3C, 2868 - I ®I A. _ ----- BED 2 I 8'-1" CLO. ----- 8'-1„ CLG. rn ----- o? o n 00 r2668 HVAC 2468 - --- - — — BA. 2 468 - --- /—+— I N LINEN ?� 4 WIC 0 14 - --- 8'-1" CLG.32'X60" VANITY _ _-- I o 11 +42 N --- ..., N 17R 4'-4 1141, 9-71/2" 3'-10 3'-31/2" 2'-6" 3'-6 1/2" 266 r ,r-, 91/2"J W V BED 3 LOFT 8'-1" CLO. 8'-1" CLG. 3050 SH 3050 $H 9'-10" I 4 -2" 1 204p SH 4'-2" 14'-0" 41r 14'-0" 28'-0" I I L— — — — — —- --J SECOND FLOOR PLAN 'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT VERIFY LOCATION IN FIELD - v Ln 28'-0" 10'-0" 15'-4" �1' T o o PATIO 1 FL 4.1 0 ' 0 MULHERN+KULP 77324 "" residential structural engineering; J LL IF— O'• = IATE OF20 !rj South Smulhemkulp.treet, Suite � Ambler, PA 19002 'r t O p 215.646 8001 -. R 10 28'-0" 10'-0" 15'-4" �1' T o o PATIO 1 FL 4.1 0 ' 0 Ir, LU 6-8" 3'-0" 8", 3'4" 4'-0" J LL IF— CL cc LL 6068 S.G.D. 3050 SH 3050 SH DINING FAMILY 9'-4" CLG. 9'-4" CLG. N — 6'-10 1/2" 6'-6" 14'-7 1/2" N 11 +35" N ifl I E �iF � w N LOPING KITCHEN - A/C n ' 9'-4" CLG. 11-9 1/2 -- 2468 2468 o? a 286 a - __- co o (V n , -11/2" 16'-8" 3-101/2" - -4-4' 2868 HANDICAP ACCESS — GARAGE 2668 PDR. CV N 9'-4" CLG. cV W N o FOYER 9'-4" CLG. oo 16070 SECTIONAL b 2'-4" I 16'-0" I 1'-5112" I SEE EXT ELEV. O 6 1/2" I 3'-0" 2'- " ✓�-PORCH � SEE EXTCOELEV.N 19'-8" FIRST FLOOR PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 6'-4" ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.1 Ir, LU O J LL IF— CL cc LL SHEET NO: FL 1.1 BUILDING SECTION 1 'S' 1 3/16" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 4.1 • • 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEADHEIGHTS: 1ST FLOOR = 7.4' U.N.O.ON ELEVATIONS 2ND FLOOR = T-1" 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 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. E16 6" FASCIA E16 FRIEZE 12 12 12 5 5 �__ � 5 2ND FLOOR PL. HT. FE1 6] ® ■ISI■ ■ISI■ ■ ® ■�I■ .l�I■ ■ _ E9 ' OO LOOR - I CVIST FL WDW. HT. ■ ■■� SMOOTHN z I -1 IL_ UJ �� � L� _ MOOTH v COACH LIGHTm El 1:1El ©� ©�El E19 © ¢ E19 C; PER BUILDER m W MOOTHm 4 m 10" BOX SMOOTH COLUMN E22 1ST FLOOR FIN. FLR. _ _ _ _al FRONT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT rkk 1ST FLOOR FIN. FLR REAR ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE [08.14.17 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: 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 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE FOAM/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. E16 6" FASCIA E16 FRIEZE 12 12 12 5 5 �__ � 5 2ND FLOOR PL. HT. FE1 6] ® ■ISI■ ■ISI■ ■ ® ■�I■ .l�I■ ■ _ E9 ' OO LOOR - I CVIST FL WDW. HT. ■ ■■� SMOOTHN z I -1 IL_ UJ �� � L� _ MOOTH v COACH LIGHTm El 1:1El ©� ©�El E19 © ¢ E19 C; PER BUILDER m W MOOTHm 4 m 10" BOX SMOOTH COLUMN E22 1ST FLOOR FIN. FLR. _ _ _ _al FRONT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT rkk 1ST FLOOR FIN. FLR REAR ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 5.1 CN 0 e LU _® W J W SHEET NO: FL 5.1 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 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. 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 = 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. 2ND FLOOR PL. HT. 2ND FL. WDW. HT._ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT_ rh 1ST FL. WDW. HT. — 8" BOX COLUMN r1h 1ST FLOOR FIN. FLR. 12 5 (-h 2ND FLOOR PL. HT. ND FL 2. WDW. HT. — 12 5 RIGHT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12 5 2 ,aaaaattererar,,r 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 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE FOAMNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO TEXTURED FINISH U.N.O. 2ND FLOOR PL. HT. 2ND FL. WDW. HT._ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT_ rh 1ST FL. WDW. HT. — 8" BOX COLUMN r1h 1ST FLOOR FIN. FLR. 12 5 (-h 2ND FLOOR PL. HT. ND FL 2. WDW. HT. — 12 5 RIGHT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12 5 2 ,aaaaattererar,,r 4" ----- _ _ -- IUB --- Cq No 77;324 6 ., MULHERN+KULP ,. 0= %r _ -- - -- --. 2L residential structural engineering •••. � ATE OF - - 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.646.8001 • mulhemkulp.com .•<U `�' pCe , ! O R t p r•' \�� Men * Nulp has reviewed'p(anforshd re ony and has .t,&ed aq othtt Nlor b. related to od,,&mpr s. 4" LEFT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT d i� 10" BOX COLUMN ISSUE [08.14.17 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: ----- _ _ -- IUB --- Cq 6 ., LLJ _ -- - -- --. 2L — -FRIEZE - - CI `Q W d W _.__ . ... ._.._— --- ._.... _._.._ -._. .... ........ _-... __.._ -.. - 2ND FLOOR FIN. FLR._- rh 1ST FLOOR PL. HT. --- — Ah 1ST FL. WDW. HT. E16 10 E22 O q CO' w ��®® 1 ST FLOOR FIN. FLR.-- LEFT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT d i� 10" BOX COLUMN ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 5.1 .1 Cq LLJ O 04 `Q W d W SHEET N0: FL 5.1 .1 .aA9Ajt0 r8itl!ltli. Na 77824 MULHERN+KULP :zr �'Cl: 144residential structural engineeringl 1TE OF ;'!V N O . w 20 South Maple Street, Suite 150 • Ambler, PA 19002 e`r°A < O R t p F:• ���o° p215.646.8001 • mulhemkulp.com ;0 N� • N" Mullwn+Kulp has m�emd dtp plan hrs+nxtareony aid has � Q na,, d,,ydfff if..6.,datei to d. d'prn ,ll— V ISSUE [08.14.17 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. O 2016 OCATION PER BUILDER Starlight Homes LAST REVISION LAST SAVED GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET BY: 1' 0"— o Y I I V•, ~� I I O 6„ 1 I O 1 RAKE --_o_ _ — _ _ J o w Lu ROOF PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8 "= V O- AT 11" X 17" LAYOUT SHEET N0: FL 5.1.3 I I I Lu o Cc TYP. Z EAVE LUil } TIGHT 1/300 RATIO AT HIGH & Narne Area LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 in' 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 I I I 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 I � 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 2016 (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 2016 FLORIDA BUILDING CODES.00 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: [I ALL ROOF DRAINAGE SHALL BE PIPED TO D 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 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALC. ELEV. 'S' 1/300 RATIO AT HIGH & Narne Area LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 in' 546.56 int AREA 2 39 SF 9.33 in, 18.67 in' AREA 3 100 SF 24.00 inz 48.00 in' 1 /150 RATIO: 1 /300 RATIO: N_ I I I I I I I I I I I � OMANCO 770-D, INSTALL PER ANUFACTURER INSTRUCTIONS, � Q ------- --- D W 5:12 I I Q _ _ - DN G,9 5:12 5:12 2 STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VANITY CABINET SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 8'-1" CC_G. � I I I I I � I I � I WIC 8'-1" CLG. // BED 2 \ 8'-1" CLG. 'TO KEYLESS LIGHT IN ATTIC CPRE -WIRE AND— BRACE FOR FUTURE D FAN/LIGHT COMBO \ - vviu__ \ BA. 2 8'-1" CLG. I 8'-1" CLQ. I PRE -WIRE AND — BRACE FOR FUTURE, FAN<LIGHT COMBO - / ABED 3\ \ 8'-1" CLG. \ FAN/LIGHT COMB / M. B E D 'ROVIDE ADEQUATE X 8'-1" CLG. SUPPORT / \ TV LA. 8'-1" CLG 0 0 Nw wa � LL Bu 1 220V GFIIIVAC ....... .... - - —= 0¢ 1 ( INCANDESCENT LIGHT FIXTURE 0 CHIMES b � //0\\ �/ v Q Q 3 a Z O o LL Y w m n r J z3 O W U U o F d i to Wz w u¢ w Q T Y U ~ ? z V o U 2 UQ Q w 2 < �o w o O U❑ O < O EXHAUST FAN (VENT TO EXTERIOR) 17R '/7 EXHAUST FAN,LIGHF COMBINATION 4 (VENT TO EXTERIOR) O THERMOSTAT '_] H8 HOSE BIBB STANDARD ELECTRICAL BOX HEIGHTS 30" HIGH VANITY CABINET SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS 8'-1" CC_G. � I I I I I � I I � I WIC 8'-1" CLG. // BED 2 \ 8'-1" CLG. 'TO KEYLESS LIGHT IN ATTIC CPRE -WIRE AND— BRACE FOR FUTURE D FAN/LIGHT COMBO \ - vviu__ \ BA. 2 8'-1" CLG. I 8'-1" CLQ. I PRE -WIRE AND — BRACE FOR FUTURE, FAN<LIGHT COMBO - / ABED 3\ \ 8'-1" CLG. \ FAN/LIGHT COMB / M. B E D 'ROVIDE ADEQUATE X 8'-1" CLG. SUPPORT / \ TV I I i I i I — ----J UTILITY PLAN SECOND FLOORS 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT WP/GFI AT A/C COND. A/C DISCO SERVICE PA ELECTRIC M TELEPHONE TELEVISION SERVICE BC NOTES: LA. 8'-1" CLG 0 0_ Bu 1 220V GFIIIVAC ....... .... - - —= DUPLEX OUTLET 1 ( INCANDESCENT LIGHT FIXTURE 0 CHIMES b � //0\\ �/ v CEILING FAN (PROVIDE ADEQUATE SUPPORT) PUSHBUTTON SWITCH 4 - _�-_- } I{ }- WALL MOUNTED INCANDESCENT Y LIGHT FIXTURE IIOV SMOKE DETECTOR O HARDWIRED AND INTER- D CONNECTED W1 BATTERY BACK-UP �\ /I \\ // // �\ T i pay RECESSED INCANDESCENT LIGHT FIXTURE 6 d OR CEILING MOUNTED LED FIXTURE (VP) =VAPOR PROOF -'T CO2 DET ECTOR co HARDWIRED AND INTER - CONNECTED W1 BATTERY BACKUP �® - DH m EXHAUST FAN (VENT TO EXTERIOR) 17R '/7 EXHAUST FAN,LIGHF COMBINATION 4 (VENT TO EXTERIOR) O THERMOSTAT '_] H8 HOSE BIBB TELEPHONE WALLSWITCH TELEVISION } ' cw 1/4" WATER STUB OUT 8 ELECTRIC METER a THREE-WAY SWITCH i� FLUORESCENT LIGHT FIXTURE o ELECTRIC PANEL WALL SCONCE Q \ , ® DISCONNECT SWITCH ' LOFT ` \ 8'-1" CLG. \ I I i I i I — ----J UTILITY PLAN SECOND FLOORS 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT WP/GFI AT A/C COND. A/C DISCO SERVICE PA ELECTRIC M TELEPHONE TELEVISION SERVICE BC 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 CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (OF[) 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. CO'^ DUPLEX OUTLET 1 ( INCANDESCENT LIGHT FIXTURE 0 CHIMES b � //0\\ �/ v CEILING FAN (PROVIDE ADEQUATE SUPPORT) PUSHBUTTON SWITCH 4 w i WEATHERPROOF GIFT DUPLEX OUTLET } I{ }- WALL MOUNTED INCANDESCENT Y LIGHT FIXTURE IIOV SMOKE DETECTOR O HARDWIRED AND INTER- D CONNECTED W1 BATTERY BACK-UP �\ /I \\ // // �\ CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) GF GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET pay RECESSED INCANDESCENT LIGHT FIXTURE 6 d OR CEILING MOUNTED LED FIXTURE (VP) =VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET CO2 DET ECTOR co HARDWIRED AND INTER - CONNECTED W1 BATTERY BACKUP �® GAS SUPPLY WITH VALVE �p zzov 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN,LIGHF COMBINATION 4 (VENT TO EXTERIOR) O THERMOSTAT '_] H8 HOSE BIBB TELEPHONE WALLSWITCH TELEVISION } ' cw 1/4" WATER STUB OUT 8 ELECTRIC METER a THREE-WAY SWITCH i� FLUORESCENT LIGHT FIXTURE o ELECTRIC PANEL WALL SCONCE a FOUR-WAY SWITCH TECH HUB SYSTEM , ® DISCONNECT SWITCH UTILITY PLAN FIRST FLOORS 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT CD ® W W 0 �C = ISSUE [08.14.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 6.1 CO'^ LU J a } .j .J CL SHEET NO: FL 6.1 AA„eerea9a�r�o AAAA°�rj G. Fp7'®rer ° EMS!ti�>o MULHERN+KULP Nt 77824 residential structural engineering— v 20 South Maple Street, Suite 150 • Ambler, PA 19002 31 TATE OF °” W p 215.645.8001 • mulhemkulp.com 'rp�s O R+ O p \�\��0 Mulhem+l�lpp�sG.�ew�Njs�i�i(d spuiur�mryardhaz notmld mry atl.Nyy3^4"f`l}'��C biPad a. (D W J O T Q VJ ISSUE [08.14.17 FOR REVIEW REVISIONS: — 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING 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 LAST SAVED HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK BY: ' J -CHANNEL STUCCO STOP 5/8" TEXTURED STUCCO OVER BLOCK (� N 4° 01 01 L LLJ V/ HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO WALL FL. TRUSSES 3" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT J 0 W SHEET NO: D-1 C C C I6-0"xT-0" 3068 DOOR �� 6ARA6E DOOR rj--� 41"x8" R.O. 26-0" 9'-4" 0 6-0" J--4` �START 28'-0" N I �L®GK PLAN SCALE: I/4"=1'—O" ELLENATION 5 MASONRY LINTEL A55EMBL I ES 5EE 5CHEDULE AND 5PEGIFIGATION5 FOR ADVIL TIN//FS�O ..GROUT WPRECAST LINTEL W EMBEDDED REINF. MB -13-11 GROUT BOTTOM REIN. PRECAST LINTEL W EMBEDDED REINF. MB -2 - TOP REIN. TOP REIN. - < GROUT m VERTICAL Y SHEAR TIES v GROUT • ® BOTTOM REIN. BOTTOM REIN. PRECAST LINTEL w/ ..{ I y, I} EMBEDDED REIN. Y fl PRECAST LINTEL w/ EMBEDDED REIN. 15. �S THIS ASSEMBLY REO. MB -3/ 013-3A MB -4/ MB -4A n H15 A LINTELS: LINTEL5 DE5IGNAFIJ HT11 AN "336/4A 51A1 BE CONETTNCTED THE 5AMB AS MB3/4 MEDT THE DEPTH SHALL BE MODIFIED FROM 1'-4' TO 1'-2'15r FIELD CUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAN REIN 5HALL RUN CONT THRU TOP LINTEL COLF-5E. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5IGNATIONVTOFBOTTOM SHEAR REINFORGEMENT MB -1 8F8-OB/OTMB-2 8F8-IB/OTMB-3 8FI6-IB/IT (1) #5#3 MB -4 VERTICAL TIES ® 4"o.c. W 8FI6-2B/IT 1 (2) #5 1 180 DEGREE HOOK TO APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T GO., AND LOTTS CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS 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 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. HERMITE PROTECTION - SENTRIGON (A5 CHOSEN BY BUILDER I. TERMITE PROTECTION SHALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED SUBCATEGORIES. 2. PROTEGTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIAL5. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB USING A NON-GORRO5IVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETNEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 3. CONDENSATE LINE, IRRI6ATION/SPRINKLER SYSTEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, HHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDINGS HITH EAVE5 OF LESS THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF I GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 5th EDITION (2014) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. THESE FOUNDATION DE5161\15 ARE ALSO ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 PSF MIN. REQUIRED. (I.E. IF 2000 PSF 501L 15 PRESENT, THESE FOUNDATION DE516N5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORROSION-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM COMPRESSIVE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELCH FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN SOIL OR q5% COMPACTED FILL. ° PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS HHERE 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 G416 F'c=3000 PSI N/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM GGO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • M REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) SHALL BE REINFORGED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN KITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE HITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE CONTINUOUS FULL LENGTH OF NALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL HALL GORNER5. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: G. 10 77324 °. $t S aT E O IF ^'l F Nje'°° © copyriyhjyMl�hljFjW'&Np Structural Engineering, Inc. M&K project number: 181-17013 project mgr. SDI drawn by: C D V issue date: 0 &2 9-1 7 REVISIONS: date: initial: 09-25-17 MK n IL, —J � � CL U O M z a. a w c� 0 } 00 N LL. W 7 Q z 0 _CID REELER TO 5-0.0 FOR TYPICAL sheet: LEFT HAND STRUGTURAL NOTES 4 SGHEDULES S200 0 d- 8" CMU BLOCK z � PROVIDE 30" _ R4.1 FI -FOIL OR EXTERIOR DOOR '-II_I-1 N EQUAL OVER 3/4" (1) #5 FROM FT6. TO z :III SET IN SEALANT FURR STRIP5 BOND BEAM. 5PLIGE REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER TO BE MIN. 30" I I=1 I1= ' ,IIIIIIIIIIIIIIII�I ....., `. �IIIIIII111111I111- GLEAN GOMPAGTED' I I -III -III- III -III- 3Y2" GONG. SLAB w/ GROUT CELL SOLID VAPOR BARRIER 0) 45 FROM FTG. TO DEN51T( AND TERMITE-_ ' WWF OR FIBERME5H TREATED j, = I=I I I_ MONOLITHIC ij III =1 I �_ I FOUNDATION VV REINF. OVER b MIL. (2) #5 HORIZ. 1'-O" CONT. ON CHAIRS MIN. VAPOR BARRIER WHERE 2ND STORY issue date: 06-29-1 7 4 . III=1 I I=III=1 I 1=1 GRADE `� 11=111-III=111_1 o _ _ -Ili-III-III-III- _ _ ' " I I -III Ill -III. I' = z - N �' o ' -III-III-III III=III=III- SHELL TO ALLOW a -III-III-I 1' ° 1=1 I 1=1 I I- FOR SLAB , I_ 'I III �IIII-III-III � IIIllill GLEAN 1111 I III=III-III- I III . I L -III MONOLITHIC, COMPACTED FILLFOUNDATION W/ ® q5% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHARS (3" MIN. COVER) 2111 STORY FWHERE OGCUR5 FT6. SHALL BE I' -4" WIDE w/ (2) #5 BAR5 a�s�LZO�C�TINC SECTION W/ BLOCK DETAtIL T5 NON -LOAD BRC. WALL GARAGE V1INTER105, ( r, -N DO�F5�T FOOTING NONBEARING DETAIL a/4" PECE55 ® 5LIDIN6 GLA55 DR. SILL FORME SLOPE SILL FORMED ON SITE 02° GONG. SLAB (2500 P.5.1) W/ bxb w I 10/10 W.N.M. AND b MIL. m W I VAPOR BARRIER EXP JOINT °T PER MFG. SPECS EXTERIOR OUTSWING 4 56D POURED SILLS DETAIL Q SCALE: NTS N -II O � 8" GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT DELL SOLID MATCH GMU LEDGE CLEAN_,' j11 =111= I" '—MONOLITHIC COMPACTED FILL I I' O" FOUNDATION VV ® q5% STANDSARD MIN. (2) #5 HORIZ. DENCONT. ON GHAIR5 WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'-4' WIDE w/ (2) #5 BARS GARAGE CURB DETAIL J SCALE: NTS 20"x8" THICKENED EDGE VV (2) #5 CONT. THICKENED EDGE @ 6A\RA6E DOOR DETAIL SCALE: NT5 8' GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 25" GROUT CELL 50LID cY R4.1 FI -FOIL OR EQUAL OVER %4" FURR 5TRIP5 3Y2" GONG. SLAB W W1^IF OR FIBERME5H REIKF. OVER b MIL. VAPOR BARRIER . ;I -III-III-III-I � I- ' III -III --1 III=1 I 1=11 II � 1I I I-, III- AIG CHASE PVC -1 I-� I I- 5LEEVE TO BE -I I 1=1 I -I 11-1 I' TWICE THE —III, ,III- DIAMETER OF PROTECTED PIPE CHASE DETAIL Y2" 6YP. BD. EA. 51DE OF 2x'5 ® Ib" O.G. STUD PLATE TIES STUD TOP S BOT. (IF NOTED ON PLANS) FASTEN VVYa''x5" LONG TAPGON5 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHERWISE ON PLANS) n Ll -1 i l-III-I-\_LIIII 114=11=m ==11 I -I =1=—-- - -I 1I -I I I_I I III_III_III_ III �'\ I I—iii—iii—I S„ 8„ —(2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2N1) STORY OCCURS FTG. SHALL BE WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETG. ARE NOT REQUIRED ON VWLL5 NOT EXP05EP TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL '� SCALE: NT5 8"x8" THICKENED 5LA13 VV (1) #5 DONT. THICKENED EDGE DETAIL SCALE: NTS Y2" GYP. BD. EA. 51 DE INTERIOR OF 2x4'5 ® Ib" O.G. GARAGE FASTEN VVY4"x5" LON6 TAPCON5 ® 2'-8" O.G. AND 12" MAX FROM 2 I/4" END OF WALL (UNLESS NOTED 1 1/2" OTHERN15E ON PLANS) STUD PLATE TIES ® STUD PT BOT. PLT, I TOP $ BOT. (IF NOTED ON PLAN5) O 9 .•d .a ° ;I. • ,a. (2) #5 HORIZ.� CONT. ON GHAIR5 (3" MIN. COVER) UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON MALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERNI5E ON PLANS r1 OFF5ET FOOTING BEARING DETAIL tSCALE: NTS 8' GMU BLOCK z � PROVIDE 30" _ GRADE EXTERIOR DOOR '-II_I-1 N FURR STRIPS Q) z :III CLEAN_,' j11 =111= I" '—MONOLITHIC COMPACTED FILL I I' O" FOUNDATION VV ® q5% STANDSARD MIN. (2) #5 HORIZ. DENCONT. ON GHAIR5 WHERE 2ND STORY (3" MIN. COVER) OCCURS FTG. SHALL BE 1'-4' WIDE w/ (2) #5 BARS GARAGE CURB DETAIL J SCALE: NTS 20"x8" THICKENED EDGE VV (2) #5 CONT. THICKENED EDGE @ 6A\RA6E DOOR DETAIL SCALE: NT5 8' GMU BLOCK (1) #5 FROM FTG. TO BOND BEAM. 5PLIGE TO BE MIN. 25" GROUT CELL 50LID cY R4.1 FI -FOIL OR EQUAL OVER %4" FURR 5TRIP5 3Y2" GONG. SLAB W W1^IF OR FIBERME5H REIKF. OVER b MIL. VAPOR BARRIER . ;I -III-III-III-I � I- ' III -III --1 III=1 I 1=11 II � 1I I I-, III- AIG CHASE PVC -1 I-� I I- 5LEEVE TO BE -I I 1=1 I -I 11-1 I' TWICE THE —III, ,III- DIAMETER OF PROTECTED PIPE CHASE DETAIL Y2" 6YP. BD. EA. 51DE OF 2x'5 ® Ib" O.G. STUD PLATE TIES STUD TOP S BOT. (IF NOTED ON PLANS) FASTEN VVYa''x5" LONG TAPGON5 0 2'-8" O.G. AND 12" MAX FROM END OF WALL (UNLESS NOTED PT. BOT. PLT. OTHERWISE ON PLANS) n Ll -1 i l-III-I-\_LIIII 114=11=m ==11 I -I =1=—-- - -I 1I -I I I_I I III_III_III_ III �'\ I I—iii—iii—I S„ 8„ —(2) #5 HORIZ. CONT. ON CHAIRS (3" MIN. COVER) WHERE 2N1) STORY OCCURS FTG. SHALL BE WIDE w/ (3) #5 BARS UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETG. ARE NOT REQUIRED ON VWLL5 NOT EXP05EP TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANGHOR5 AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS INT. BEARING WALL FOOTING DETAIL '� SCALE: NT5 8"x8" THICKENED 5LA13 VV (1) #5 DONT. THICKENED EDGE DETAIL SCALE: NTS Y2" GYP. BD. EA. 51 DE INTERIOR OF 2x4'5 ® Ib" O.G. GARAGE FASTEN VVY4"x5" LON6 TAPCON5 ® 2'-8" O.G. AND 12" MAX FROM 2 I/4" END OF WALL (UNLESS NOTED 1 1/2" OTHERN15E ON PLANS) STUD PLATE TIES ® STUD PT BOT. PLT, I TOP $ BOT. (IF NOTED ON PLAN5) O 9 .•d .a ° ;I. • ,a. (2) #5 HORIZ.� CONT. ON GHAIR5 (3" MIN. COVER) UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE GLIP5, ETC. ARE NOT REQUIRED ON MALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLE55 NOTED OTHERNI5E ON PLANS r1 OFF5ET FOOTING BEARING DETAIL tSCALE: NTS 8' GMU BLOCK BEYOND PROVIDE 30" �: \� - ___ R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER (1) #5 VERT. IN FURR STRIPS MTL. THRESHOLD 3Y2" GONG. 5LAB w/ SET IN SEALANT NIf OR FIBERME5H WWF OR FIBERME5H REINF. OVER b MIL. PORCH SLAB VAPOR BARRIER (SEE PLAN5) III=111=1 I I=1 I1= ' ,IIIIIIIIIIIIIIII�I ....., `. �IIIIIII111111I111- GLEAN GOMPAGTED' I I -III -III- III -III- I- FILL 0 q5% STANDARD =1I- VAPOR BARRIER 0) 45 FROM FTG. TO DEN51T( AND TERMITE-_ ' ,Fill TREATED j, = I=I I I_ MONOLITHIC ij III =1 I �_ I FOUNDATION VV M&K project number: (2) #5 HORIZ. 1'-O" CONT. ON CHAIRS MIN. (3" MIN. COVER) WHERE 2ND STORY issue date: 06-29-1 7 OCCURS FTG. SHALL BE I'-4" WIDE w/ (2) #5 BAR5 initial: ENTRY DOOR I7ETAIL SCALE: Nis --GROUT SOLID BELOW SLAB DOWN 11 I. TO FOOTING (I) #5 DOWEL W/ 6" 12"Ab" GONT. CONT. HOOK (SEE PLAN5�) FTG. VV (2) #5 HORIZ. FOR LOGATIOW GONT. ON GHAIR5 (3" MIN. DOVER) DR7NTS ED GRADE DETAIL II VALE R4.1 FI -FOIL OR PROVIDE 30" 8" GMU BLOCK EQUAL OVER Y4" a� YC: MIN. LAP SPLICE (1) #5 VERT. IN a a zco 8' GMU BLOCK 3Y2' GONG. SLAB w/ GROUTED CELL, FULL . WWF OR FIBERME5H NNF OR FIBERME5H HT. (SEE PLANS FOR REINF. OVER (9 MIL. I + REINF'OVER b MIL. LOCATIONS) L N VAPOR BARRIER 0) 45 FROM FTG. TO '' : �'. 4 ° '`- I -I• III --1 I I-IIIIII--1 11�-IIIII--I 1 I-II 1II1 I I ,Fill 0 BOE fr? BEAM. SPLICE TO BE MIN. 30" low AV z a M&K project number: 181-17013 6ROUT CELL 50LID 1 a' S D j drawn by: C D V issue date: 06-29-1 7 III 1 II PORCH SLAB date: initial: Ill (SEE PLAN) - I I- — Fo x = z - N BREAK FACE t SHELL TO ALLOW a FOR SLAB , I_ EXP JOINT -I --GROUT SOLID BELOW SLAB DOWN 11 I. TO FOOTING (I) #5 DOWEL W/ 6" 12"Ab" GONT. CONT. HOOK (SEE PLAN5�) FTG. VV (2) #5 HORIZ. FOR LOGATIOW GONT. ON GHAIR5 (3" MIN. DOVER) DR7NTS ED GRADE DETAIL II VALE III-III-III-III- .II I- MONOLITHIC CLEAN l i l—III- I I- FOUNDATION VV COMPACTED FILL (2) #5 HORIZ. s q5% 5TANDARD I'-0" CONT. ON CHAIRS DENSITY MIN. 0" MIN. COVER) NHERE 2ND STORY OC ,P.5 FTG. SHALL BE I'-4' NIDE W (2) #5 BAR -5 EXTERIOR WALL ® PORCH SLAB DETAIL seal: N, 77924 it ". 'AT E O F 2ms4/ a�soss°r°N ct3y�i�C?vo © copyright: MULHERN & KULP St-Wral Engineering, Inc. a0) C: R4.1 FI -FOIL OR N Q D� c EQUAL OVER Y4" a� YC: a a. 0 FURR STRIPS a a zco 3 )'z GONG. SLAB w/ Q . WWF OR FIBERME5H rn I^LL REINF. OVER (9 MIL. I + m no VAPOR BARRIER L N N � '' : �'. 4 ° '`- I -I• III --1 I I-IIIIII--1 11�-IIIII--I 1 I-II 1II1 I I ,Fill III-III-III-III- .II I- MONOLITHIC CLEAN l i l—III- I I- FOUNDATION VV COMPACTED FILL (2) #5 HORIZ. s q5% 5TANDARD I'-0" CONT. ON CHAIRS DENSITY MIN. 0" MIN. COVER) NHERE 2ND STORY OC ,P.5 FTG. SHALL BE I'-4' NIDE W (2) #5 BAR -5 EXTERIOR WALL ® PORCH SLAB DETAIL seal: N, 77924 it ". 'AT E O F 2ms4/ a�soss°r°N ct3y�i�C?vo © copyright: MULHERN & KULP St-Wral Engineering, Inc. a0) C: J N Q D� c 0 a� YC: a a. 0 N a a zco Q . W } N rn I^LL I + m no _I L N N � � N N Q 0 � 0pip low AV z a M&K project number: 181-17013 project mgr; S D j drawn by: C D V issue date: 06-29-1 7 REVISIONS: date: initial: 09-25-17 MK U) 1 LLJ z � Q . Z I^LL 0 0 Q Ld > 0 � 0pip C9 z a 0 sheet: SD1*0 (4)3 Y2"x0.131" " VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFRAMED END TO TRUSS WITH (1) 51MP5C GLIP TYPICAL OYERFRAMING CONNECTION DETAIL �J 5GALE: N.T.S. ,OOF SHEATHING 2Y2"x0.131" NAILS o 6" O.G. (EDGE NAIL) 2 Y2°x0.131" NAILS @ 12" O.G. MAIN ROOF SHEATHING MAIN ROOF TRU555 (1) #5 IN BOND BEAM ILIA I > — — — — — — — — I (1) #5 BAR IN PREGA5T LINTEL 1 (2) #5'5 VERTIGAL IN GROUT FILLED GELL. IN WALL5 GREATER THAN 30" y WIDE, ONLY (1) #5 15 REQUIRED (1) #5 VERTICAL IN GROUT FILLED GELL (IP REQ'D PER PLAN) ENTIRE GOLUMN TO BE GROUT FILLED PROVIDE # OF DOWEL5 @ SLAB TO FIN. FL. MATGH VERT. BARS W/ 30" MIN LAP SPLICE NOTE: ALL HOOKS AND SPLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES GARAGE DOOR re'NVERT REINFORCING DETAIL 0 TYPICAL TOP PLATE LAP SPLICE DETAIL \- // SCAL E: N.T.5. �)P PL 2x4 LADDER BLOGKIN(5 o 16' O VERTIGALLY IN I5T STUD BAY FOR DRYWALL GONNEGTION. 5 FASTEN BLOGKIN6 AT EACH ENL PLAN) WITH (2) 3"x0.131" TOENAILS REQUIRED AT ALL OPENINGS GREATER THAN 36” WIDE d AT ALL OPENINGS LOCATED WITHIN P3 SHEAR WALLS. NOT REQUIRED WriERE PORTAL FRAMES ARE SPEGIFIED (SEE PLANS). DETAIL SIMILAR AT BOTTOM CORNERS OF WINDOWS. TYPICAL EXT. WALL 4 INT. 5HEARWALL OPENING ELEVATION 2xbxl2" P.T. GENTER 13UGK Y2" DIA. J -BOLT" (SEE BELON) 2X4 P.T. TOP BU, OF OPENING 2X8 P.T. BUGK EACH SIDE OF OPENING PROVIDE (5)YY DIA. J -BOLT" W/ 5Y2" EMBEDMENT AT EAGH DOOR BRAGKET, EAGH 51DE OF DOOR. PROVIDE (0/2" x 3(6' THIGK WA5HER W/ EAGH ANGHOR (15T BOLT TO BE S" MAX ABV. GURB REST EQUALLY SPAGED APPROXIMATELY 24" O.G.) f PROVIDEY2" DIA. x 6Y2" LONG 51MP50N TITEN HD OR APPROVED EQUAL IN PLACE OF J -BOLT IF MI55ED DURING GON5TRUGTION GARAGE DOOR BUCK DETAIL K SCALE: NTS SHEAR WALL WITH EDGE NAILING § BLOCKING PER PLANS. 51MP50N 6516 STRAP CENTERED AT CORNER OF OPENING W (26) 2 1/2°x0.131" NAIL5 (26" MIN LEN(5TH) 2x4 HORIZONTAL FLAT BLOCKING. - IN5TALL 2 BAY5 IF FIRST 5TUD 15 LE55 THAN 14" FROM ED6E OF WINDOW OPENING. TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL w/ SCALE: N.T.S. ALL LAPS IN MASONRY 25" RUNNING BAR #5 CORNER BAR GROUTED GELL TYP, CORNER VERT. WALL REINFORCING DETAIL BOND -BEAM — PECE55ED PREGA5T HEADER — FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL WI Ya' x 4" LONG TAPGON SCREWS 0 16" O.G. INT. ~__ 2 SEE INTERIOR WALL 5HEARWALL END BUGK SPEGIFIED BY WINDOW/DOOR MANUFAGTURER SHEARWALL INTERSECTION CONNECTION DETAIL SCALE: N.T.S. NOTES I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW, FA5TEN BUGK TO MASONRY W/ (1) ROW OF W6"x4" TAPCON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF BUGK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW TO 5TRUGTURE BY OTHERS IN TH15 GASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. o EA.5UGGE551VE BUGK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGURER'S 5PEG5. DOOR BUCK DETAIL U SCALE: NM BOND -BEAM GONTIN. PREGA5T HEADER QSD2*0 _ OR EQUIV. 8" GMU PER ENTIRE COLUMN TO BE GROUT FILLED CAST -CRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR Eau1v. DOUBLE WINDOW MASONRY PIER DETAIL L SCA!E: Nrs LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN THI5 HOME � SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIFIGAL LY INDIGATED DETAILS ARE NOT "GIST" ON THE PLANS. ("GUT") ON THE PLANS. seal: ppo„1 :9 f 1797j!!! p.. i7 TE OF °r S RID,' . • ���pa`• © copyright: l4UCHERN & KULP Structural Engineering, Inc.cqQ. Q ' � a m a c ai Z U Y Y W �- m 1 U � 4! O N M&K project number 181-17013 project mgr: S p j drawn by: C J] \( issue date: 06-29-1 7 REVISIONS: date: initial: 09-25-17 MK a LZ L.L. W L.L( \.J � W O � Q0 z 00 x > sheet: QSD2*0 sheet: TOLERANCES: ALL DIMENSIONS TO BE HELD WITHIN +/-Y4 1 1/2" EDGE Q 3"x0.131 "x3" � GOMMON N 4 N 1 1/2"I- I I �-3"x0.131"x3" COMMON jI OPP. SIDE Q II � II II 1k (2)2X4'5 (2)2X COLUMN (2)2X6'5 FASTEN EVERY OTHER I-JO15T (w/ NEB BLOCKING A5 REQ'D) TO 2x BLOCKING N/ (1) SIMPSON A35 CLIP 2 1/2" EDGE Q Z_ N I i 3"x0.131"x3" I COMMON II a II N II - 3"x0.131 "x3" COMMON OPP.51DE (2)2X8'5 SEE DETAIL 20 ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE 1-J015T5 -PER PLAN OUTSIDE 2)2X4'5 Q wZ N 1/4" z N a IN511DE 2X'5 n PER DETAIL INSIDE PLY NAIL5 NAILED AT 5" O.G. STAGGERED. OUTSIDE NAILS NAILED AT W O.G. 2X BUILT-UP 5TUD COLUMN DETAILS �/ SCALE: NT5 FASTEN EVERY OTHER J015T TO GNU N/ SIMP50N HTSMI6 TN15T STRAP. FASTEN STRAP TO GNU w/ (4) Y4' DIA. x 2Y4" LONG TITEN SGREN5 2x6 FLAT BLOCKING (BETWEEN I -JOIST - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5 o EA BAY. FASTEN RIM BOARD, THRU WALL SHTG., TO 2x BLOCKING w/ 3"x0.131" NAIL5 © 3" O.G. RETROFIT DETAIL kV SCALE: 5/4'=1'-O, 05B BLOCKING ® 48" O.G. FASTENED TO 2x BLOCKING N/ (1) SIMPSON A55 CLIP - z v R EDGE DISTANCE �z PER DETAIL I j y T 'f J W Q I 2.. I I 3"x0.131 "x3" Z O COMMON f Q a v zz a I I 3"x0.131"x3" a I I COMMON n I I OPP. SIDE D15TANGE PER DETAIL OUTSIDE (2)2X'5 (5) OR (4)2X COLUMN DBL. TOP PLT. BEYOND PATTERN PER rNAEN6 NANG SCHEDULE FLOOR 5YS M BEYOND (GNU PiHLL OOT VNU NOTE: MIN 7ii5' WINDSTORM OR EQUIVALENT WALL SHEATHING TO BE USED AS UPLIFT RESISTANCE, NO OTHER FASTENERS REOV. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT 5HOWN 5HEATHIN6 ELEV. DETAIL ��J SCALE: NT5 NOTE5: I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SEE TYP. FOUNDATION SEE DETAIL 21 ON 51MP50N ET EPDXY). DETAILS FOR ADDITIONAL STRUCTURAL PLANS FOR 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, INFORMATION NOT SHONN ADDITIONAL CONNECTION BLOW OR BRU5H GLEAN. HERE INFO NOT SHOWN HERE 3. FOLLOW MANUF. IN5TALLATION IN5TRUGTION5. FUTURE 8" CMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN I-JO15T5 DRILL 6" INTO EXI5T'6 I0 IN GROUTED CELL x PER PLAN 5 ;#5 powEL,PROVI 4 DRIVE E I I MIN. 30" LAP 5PLICE I I O FASTEN VERY OTHER J015T TO GNU w/ 51MP50N HT5MI6 TH15T STRAP. FASTEN STRAP TO GNU wl (4)Y4" DIA. 4.. x 2 Y4" LONG TITEN 5GREN5 111=111=111=111=1 2x6 FLAT BLOCKING TO EA. SIDE OF GRADE i—III—III— - I h 056 BLOCKING (16" MIN. LENGTH) FASTENED DONN TO GNU w/ (3) Y4" DIA. O =1 I—I=1 I—I —III=III=1 1= x 3Y2" LONG TAPCON5. FASTEN RIM —III=1 I I=I BOARD, THRU WALL SHTG, TO 2x1 - BLOCKING w/ 3"x0.81" NAILS o 3" o.c.1- RETROI`IT DETAIL M155ED DOWEL RETROFIT DETAIL SCALE: NT5 51M. ®GMU STEM FOR DROPPED GRADE INSTALL ROOF CLIP5 ON OFP051TE FACE OF WALL A5 5TUD TIE5 A5 NEGE55ARY PROVIDE CRIPPLE STUD ABOVE HEADER S JACK 5TUD REFER TO PLAN5 FOR HEADER 51ZE. FASTEN TO KING W/ MIN. (3) 3"x0.151" NAIL5 OPENING IN BRC. VTALL (5EE PLAN5) NAIL STUDS TOGETHER PER DETAIL M PROVIDE SIMF50N D5P TIE OR (1) H8 STRAP BA5E OF JACK d KING TO SOLE PLATE SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GNU N/ 51MP50N HTSMI6 TWI5T STRAP FASTEN STRAP TO GNU w/ (4) Y4' DIA. x 2Y4" LONG TITEN SGREN5 PROVIDE M015TURE BARRIER PLATE (SIMPSON T55 OR SIM) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY FASTENED TO GNU w/ (3) Y4' DIA. x 3)2' LONG TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 N1 (2) 3Y4"x0.131" NAILS @ EA. END. RETR01=1T DETAL kf)5GALE: 5/4'=1' O' ROOF TRU55E5, BEARING ON WALL NOTE: DETAIL ONLY WHERE NOTED ON PLAN APPLIES AT BEARING NALL5 5UPPORTIN6 ROOF TRU55E5. 51MP50N RSP4 5TUD PLATE TIE o TOP d BOT. OF 5TUD5, SPACED PER PLAN (ALT. PER PLAN: 0513 SHEATHED WALL IN LIEU OF METAL TIE5) 2x4 (MIN) 5TUD5 0 16" O.G. OR A5 NOTED ON PLANS --- T--- I I FA5TEN P.T. SOLE PLATE TO SLAB PER DETAIL �I-- - -1 3/591.0 U.N.O. ON PLAN5 SLAB FOUNDATION 15T 1=LR. INTERIOR WOOD BEARING WALL CONNECTION BELOW ROOD SCALE: N.T.S. LETTERED DETAILS ARE TYPIGAI_ POR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THE5E WHERE SPEGIPIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. seal: ap4e'.:..:,r�r2j V 770_.y TE OF 40 ti0 © copyright : MULHERN & KULP SWdural Engineering, 1- _J nc. M&K project number: 181-17013 project mgr: S D I drawn by: C D\ j issue date: O 6-2 9-1 7 REVISIONS: date: initial: 09-25-17 MK vlT �z CL J W Q Ld � a d Z O 2 o Q a C� zz a LL 00 1— O sheet: SD2* EXTERIOR WALL 5HT'6. TO— RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2Y2'x0.131" @ 3" O.G. INTO 50LE PLATE I Ya' (MIN.) 055 RIM BOARD FASTEN TO EA. I-JO15T @ TOP i BOTTOM CHORD w/ (2) 3 Y4"x0.131" NAILS 2Y2"x0.131" @ 3" O.G. INTO RIM— BOARD FASTEN RIM TO GMU BOND BEAM w/ 51MP5ON HETAI6 EMBEDDED STRAP 0 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 C:2C SECTION SCALE: 3/4',1'0• FASTEN ROOF SHEATHING TO 2x BLOCKING w/ 2Y2"x0.131" NAILS o 6"O.G. ROOF TRUSSES 24"O.G._ HANGER -BY TRU55 MANUF. ' PROVIDE SOLID SHIM BETW'N J015T d CONNECTOR IF JOIST LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE JOIST 15 GREATER THAN I YY FROM GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL O. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM w/ 3"x0.131" NAILS o 6" O.G. 8 SHEATHING TO RIM w/ 2 Y2"x0.131" NAILS @ 6" O.G. I-JO15T5 -PER PLAN FASTEN EVERY OTHER I-JO15T (w/ WEB BLOCKING BOTH 51DE5) TO BOND BEAM N/ (1) 51MF50N HETAI6 (48" O.G. MAX) -8" GMU BOND BEAM W/ (1) #5 CONT. 2x6 BLOCKING IN EA. TRU55 BAY FASTENED TO EACH GR05SIN6 STUD w/ (3)3Y4"x0.131" NAILS SEE DETAIL 20 FOR ADDITIONAL CONNECTION INFO 8 5HT6. FASTENING I-JO15T5 -PER PLAN VERT WALL REINF. TO 8" GMU BOND BEAM EXTEND INTO BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PE65 SECTION 0 2x EXTERIOR WALL -5EE PLAN FOR SHEATHING AND CONNECTION SPECS. — EXTERIOR WALL 5HT'6. TO -- RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2 Y2'x0.131' e 3" O.G. INTO 50L PLATE I Ya" (MIN) OSB RIM BOARD. — FASTEN RIM TO EA. BLK6 PANEL w/ (3)3Y4"x0.131' NAILS MIN. 2 Y2"XO.131' 0 3" O.G. INTO RIM BOARD FASTEN RIM TO GMU BOND — BEAM w/ SIMPSON HETAI6 EMBEDDED STRAP e 24' O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS FASTEN ROOF SHEATHING TO FASCIA WITH 2Y2'x0.131" NAILS ® 6" O.G. 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. DETAIL SCALE: 3/4'=1'-0' In SECTION ��Y SCALE: 3/4'=1'-0' ' PROVIDE 50LID SHIM BETW'N BLK'G 8 CONNECTOR IF BLK'G LOCATED LE55 THAN 1,V2" FROM CONNECTOR. WHERE BLK'6 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL R. FASTEN 50LE PLATE TO RIM BOARD w/ 3"x0.131" NAILS o 6" O.G. I Ye° FULL DEPTH 05B BLOCKING 48"o.c. ALONG WALL (15T BAY ONLY) FASTEN SHEATHING TO EA. BLOCK w/ (5) #8 5GREW5 OR (5)2Y2"x0.131" NAILS. I-JO15T5 -PER PLAN FASTEN EVERY 05B BLOGKIN6 TO BOND BEAM w/ (1) SIMPSON HETAI6 (48" O.G. MAX) ' 8" GMU BOND BEAM W/ (1) #5 CONT. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PECIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3Y4"x0.131" TOENAILS 2x4 GAT5 @ 16"O.G. — FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. PROVIDE (1) 51MP50N H3 GLIP o OVERHANGS > 12" FF GYPSUM BOARD'- PER ARGH FOR FIREPROOFING GABLE END VERTICAL WEB REINFORCING AS REGURIED BY TRU55 MANUF. 3Y4'x0.131" TOENAILS @ 12' O.G. CONNECTING 130TTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIP5 0 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE w/ (1) 51MP50H H2.5A d (2)3Y4"x0.131" TOENAILS FASTEN FLOOR SHEATHING I -JOISTS TO BLOGKIN6 w/ 2Y2"x0.131" -SEE PLAN NAILS @ 6" O.G. II II �I �I I Ya' 05B BLOCKING EVERY OTHER BAY OVER SHEAR WALL WALL GON5TRUCTION FASTENED w/ (2) SIMPSON A35 PER STRUCTURAL CLIPS AT EACH BLOCK (PERP.) PLAN OR I Ye' 05B RIM FASTENED w/ (1) 51MP50N A35 CLIP @ 16" o.c. OVER 5HEARWALL (PARALLEL) FASTEN 5HEATHIN6 TO 2x4 BLOCKING w/ 2 Y2°x0.131" NAILS @ 4"O.G. SECTION SCALE: 3/4'4-0' 2x4 BLOGKIN6 w/ (3)34"X0.151" TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 BLOGKING 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS FASTEN DRYWALL TO 51 DETAIL BLOGKIN6 w/SGREW5 VALE: S/4'=1'-0' /NAILS 6" O.G. 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPACE -SEE PLAN FOR SHEATHING AND CONNECTION 5PEG5. FASTEN SOLE PLATE OF 2x WALL TO BOND BM. w/YY DIA. ANCHOR BOLTS o 4'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END FASTEN EXTERIOR SHEATHING TO 2x PLATE w/ 2Y2"xO.131" NAILS @ 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 DONT. 8" GMU WALL - (SEE PLANS) SECTION FASTEN 50LE PLATE OF 2x WALL TO BOND BM. w/YY DIA. ANCHOR BOLTS @ 6-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END 2x INTERIOR WALL ® STAIRS OR 2-5TORY SPACE. INSIDE FACE OF DRYWALL SHALL OVERHANG MASONRY %". PROVIDE FURRING ON IN51DE FACE OF MASONRY TO MATCH DRYWALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH15 HOME $ SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: s°o %% '1111111f.", Gq 3,��J° ® %. 'ICE "v �`' •. C> 'err, 'ro `l7 - .v24 tr .r • 1> T[ OF o Q copyright• MULURN & KULP Structural Engineering, Inc. M&K project number: 181-17013 project mgr: S D I drawn by: C D\ j issue date: 0&29-171 REVISIONS: date: initial: 09-25-17 MK U) Z U. x J LL T_T Q Tri q a w Z O 2 o N LL 00 a O sheet: •