Loading...
HomeMy WebLinkAbout3836 Saltmarsh Lp 18-755 (a)NOTES: INDEX GENERAL FL 0.1.1 SLAB PLAN'S' 1 CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FLOOR PLANSmS' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS 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 'Sm WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.2 ROOF PLAN'S' CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING Fl_ 6.1 UTILITY PLANS 'S' AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. D-1 DETAILS 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG RECORD Copy 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF REVIEWED FOR CODE COMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION - PLANS EXAMINER ORROSION- PLANSEXAMINEn - RESISTANT WEEP SCREED OR PLASTIC WEEP S-19.18 SCREED WITH A MINIMUM VERTICAL ATTACHMENT DATE FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR " $ANE RD BUILDIN DIVISION BELOW THE PLATE LINE ON EXTERIOR STUD WALLS APERMIT ISSUED SHALL BECONSTRUED TOREA IN ACCORDANCE WITH ASTM C 926. THE WEEP LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT ABOVE THE EARTH OR 2 INCHES ABOVE PAVED THE BUILDING OFFICIAL FROM THEREAFTER AREAS. THE WEATHER RESISTANT BARRIER SHALL REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ,6TH COMPACTION TEST EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS REQUIRED INSTALLED OVER WOOD BASED SHEATHING SHALL ,Results to be Verified INCLUDE A WATER RESISTIVEVAPOR PERMEABLE at Slab Inspectiorr BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH'ASTM C 926. #18- 755 CAN �:ed`" Fkl 2260 - I u REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N E FOOTAGE TABULATIONS TED S.F. UNHEATED S.F. SECOND FLOOR ."tl G. E 1 p { PORCH PATIO/COVERED PATIO TOTAL MULHERN+KULP tl° No °m. 48 80 539 residential structural engineering«a Ti,Ir w N J W � 20 South Maple Street, Suite 150 • Ambler, PA 19002 °°�� °" C R p215.846.8001 • mulhemkulp.com ° ° ®/ Z Q J REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED BROCHURE ENGINEERING REQUIRED REQUIRED 1. REVISION XX -XX -XX Y/N Y/N E FOOTAGE TABULATIONS TED S.F. UNHEATED S.F. SECOND FLOOR TOTAL GARAGE PORCH PATIO/COVERED PATIO TOTAL 1258 2260 411 48 80 539 w 2 w N J W � O 0 V N N Z Q J LOT 22 to w SIE DATE: FOR REVIEW 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: Z a J J W (3 Q � w 2 w N J W � O 0 V N N Z Q J SHEET NO: FL T=1 r� Na GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE Mi u 'u CEN o 7 2 .. MULHERN+KULPk. residential structural engineering0 S TE F 20 South Maple Street Suite 150 • Ambler, PA 19002 ° �,�: p215.646.8001 • mu/hemku/pxom - �s� • ®�; ° •° ®° Mdhmi+Kulp WIId�B mMudlua not rorie Wury*4ri vWmrdKtedbo0vdW0k & It 28'-0" 2'-0" 10'-0" 16'-0" 164" 20'-8" 28'-0" SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 7'-4" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 7 Q J PATIO SLAB J Uj 0Q REINFORCE PER LOCAL� f/l o Z J J CODE AND ENGINEER'S O a � o O 00T SPECIFICATIONS c N Z Q VA MAIN SLAB J T NOTE: EXTERIOR WALLS ARE DIMENSIONED TO co OUTSIDE FACE. GRADE BEAMS AND APPLIANCES '- ARE DIMENSIONED TO CENTER LINE. N O ................ VERIFY UNDERSLAB CONDUIT AT N KITCHEN ISLAND ............... ..................................I ------ _...._.... —.._... ..............................I ' M _10'-21/2" 9'-11 1/4" T-10 1/4" 0 t I ,^+,......,....................... ' 1 .................. ..... ...............�. 00 co cm (WH") u' CV F2 N O 3'-0" 17'-0" C° 8'-0" 20'-0" W iL 0 q PORCH SLAB N a REINFORCE PER LOCAL CODE AND ENGINEER'S W JO o Zi N N r SPECIFICATIONS r GARAGE SLAB T REINFORCE PER LOCAL 1'-4" 4'-8" 1'-4" CODE AND ENGINEER'S SPECIFICATIONS 0 T F1 164" 20'-8" 28'-0" SLAB PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 7'-4" ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: 7 Q J J Uj 0Q f/l Z Z J J m � J O Cl' N N Z Q J SHEET N0: FL 0.1.1 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 -WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER 8" CMU WALL W/ 2X WOOD FURRING STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 2'-0" 10'-0" 16'-0" 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (251/2"X54" SIZE) 11 HALF WALL, HEIGHT AS NOTED 12 INTERIOR SOFFITS: FFL = 8'-1" U.N.O. SFL = 7'-6" U.N.O., OPT. CASED OPENING U.N.O. 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 28'-0" FIRST 2'-0" 10'-0" 16'-0" PLAN ELEV'S'- I IWIC 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" 1 M. BED 0 k` LOFT PATIO Z N I iC J VERIFY o o LL r LOCATION o i N bo Z '^ IN FIELD bo i. 8'-1" CLG. 41-011 6'-0" $'-0" A/C 3'-0,. 8.. 3'-0" 2468 a----- o 6080 S.G.D. 1 3050 SH 3050 SH LO - � a 1i T T DINING 1 4'-3 1 /2 2,_ 41 > /2', - - - CD 9'-4" CLG. ,b• T �._-_.-----------J CV k N 2868 N 2868 T FAMILY 6 9 1/2" 1 co 9'-4" CLG. 1' 6 -3 1 /2 1 ��" 5 -7 1/ 31-5 1 /2 � " 5 -3 1 /2 3 -6 1 /2" n '- 2466 6'-4 1/2" 7'-0" 14'-7 1/2" r 2868 z . 8'-1" CLG. 8'-1" CLG. T N I N N E11 M BED C:\, m T o o— 2868 8'-1" CLG. IREF N D/W o 0 z V-51 }} ( Z ° co N 34" 17R _ - /2" 91-1111 5'-3 1/211 3'-8" 414" WIC - KITCHEN N 7 1/2" 2'-8" 1/2" U) Q > 2868 LA HVAC — — 2068 30 0 SH 3090 SH I 30';0 SH M. BA 6'-8" 5'-0 1/2" 8'-1" CLG 2468 11'-8 1/2" 4'-3 1/2" 1 12'-0" - C114 0 io 28'-0" 8'-1" CLG. I L — — — — — — — — — — — — — — — — — — — — — — — — — — J 6t—= _ M PANTRY s O O 12 1 6==___�- o SLIDING BYPASS CC — Ci- 1111 _N ih T 4 04 C 14 ° - - - - - r 'co 32"X60" 24681F 3- r Tp C'' imm DOOR BA 2 — --__— 32"X60" �4" in _ I ?4068 ? o 1 N ay x' ------ ......... tr .. .....„ i ” 9 -3 1 /2 21-510 n 3 -2 1 /2 N r ;0 j - I r- `� Q BED 2 'z 00 -' C_° I I LINEN 8'_111C io 9'-4" CLG. 12'-0" 2'-4 1 /2.. 2868 - N _ _ _ _ HANDICAP CD - - - - N CCESS 12 1 1 N �' cv r 2868 � I I b. M - - - - 17R WH ie 114 ch 11 N SLOPING a 3'-0" 11'-4 1/2" 5'-7 1/2" ;- T-8" L 4'-4" C GARAGE 2'-0" a' -o" 2'-4' s F-11 N N PORCH CO O N I OD h T 77 T SOFFIT SEE__,/ E T. ELEV. 0 16070 SECTIONAL 1'-4" 4'-8" 2'-4" 16'-0" 2'-4" 20'-8" 7'-4" 28'-0" FIRST FLOOR PLAN ELEV'S'- I IWIC 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT M. BED 28'-0" 14'-11" 5'-91 /2" 3'-8" 5'-51 /2" 3010 SH 30 0 SH MULHERN+KULP residential structural engineering -n• 20 South Maple Street, Suite 150 • Ambler, PA 19002 TA OF P 215.646.8001 • mulhemkulp.com 0 Ro ® °•'�, e;: Mu�em �x 1 FL 4.1 4'-7" 3'-8" 4'-10" 30 0 SH 30 0 SH SECOND FLOOR PLAN ELEV'S'- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: Q e r; I IWIC _ I M. BED 0 k` LOFT Z N I iC J a x o CD LL r N N i N Z '^ J i. 8'-1" CLG. 8'-1" CLG.- 22X30 I 8'-1" CLG. 2468 a----- o 1 I__- LO - � a 1i T 11 -81 /2 1 4'-3 1 /2 2,_ 41 > /2', - - - - --- - ,, ,b• T �._-_.-----------J 468 k 2868 N 2868 6 9 1/2" 1 co " 3 -0 1' 6 -3 1 /2 1 ��" 5 -7 1/ 31-5 1 /2 � " 5 -3 1 /2 3 -6 1 /2" 2466 2868 z . 8'-1" CLG. 8'-1" CLG. N N M BED C:\, m ----� Z 2868 8'-1" CLG. `n io z 2468 co }} ( Z ° co N 17R _ - y WIC yb 8'-1" CLG. 2468 U) Q > 2868 LA HVAC — — u4 30 0 SH 3090 SH I 30';0 SH M. BA 6'-8" 5'-0 1/2" 8'-1" CLG 2468 11'-8 1/2" 4'-3 1/2" 1 12'-0" 0 •- 0 io 28'-0" 8'-1" CLG. I L — — — — — — — — — — — — — — — — — — — — — — — — — — J - - - - SLIDING BYPASS CC — Ci- 1111 _N ih T 14 ° - - - - - r 'co C'' DOOR 32"X60" ......... tr .. .....„ i ” 9 -3 1 /2 21-510 n 3 -2 1 /2 N r BA 3-" --- — — a N 00 -' I ° I LINEN r 8'_111C SECOND FLOOR PLAN ELEV'S'- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: Q J I IWIC _ I 068 0 I Q Z N I Q J a x o CD LL r N 8 i N Z Q J i. 1 8'-1" CLG.- 22X30 I °' 2468 a----- 1 I__- LO - � a 11 -81 /2 1 4'-3 1 /2 2,_ 41 > /2', - - - - --- - ,, ,b• �._-_.-----------J 468 2868 N 2868 co r`k 2466 BED 3 WIC z . 8'-1" CLG. 8'-1" CLG. N M BED ----� co '- 8'-1" CLG. WIC yb 8'-1" CLG. 2468 u4 30 0 SH 3090 SH I 30';0 SH 6'-8" 5'-0 1/2" 2'-3 1/2'T2' -O" 8'-2-1I 3'-10" 11'-8 1/2" 4'-3 1/2" 1 12'-0" 0 •- 0 io 28'-0" to I I I I L — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR PLAN ELEV'S'- 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: Q J J W 0 I Q Z Cl) = 2 Q J a x o CD LL N i N Z Q J 0 SHEET NO: FL 1A 2ND FLOOR PL. HT. — _ _ SO MULHERN+KULPa" a°N N °0 residential structural engineering ° = ° 2ND FL. WDW. HT. 20 South Maple Street, Suite 150 • Ambler, PA 190020 .0.. T - F p215.646.8001 • mu/hemkulpxom ®� rat BED 4 '�, LOFTr r T ,�' s � oo w 8'-1" CLG. 8'-1" CLG. N 2ND FLOOR FIN. FLR. ' - d — — — — N 1ST FLOOR PL. HT. 1ST FL. WDW. HT.— v LU h; bo , ; ,� �, FAMILY 9'-4" CLG. CD r��i (c3j U, , �W :• ;• �,. � • " � 1ST FLOOR FIN. FLR. I � /' . J 1, ................. I. Ali, I I I � � =.� ................... ................ ............ I ► I I l , , , I I L.. ► ............... I ............... I I I � � � � I 1II ................... III III -� -- ! �........ I I i77IT�7 .. I ....::............. ............... . - ................. �....I . � IIS. .::III. --IIS::: �...V.I I -�----III I ISI 11-� I i-� 11 111 �I...: .......:. I �--I I i BUILDING � I 1 I I ----I I I.�--..I I II ,;�.::::ilj SECTION 'S' I i_ � I I_� ..................::::..::...........i�,................. � 1-----:, i i� � a 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11 " X 17" LAYOUT ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION L —T LAST SAVED BY: 'a J J W 0 QC G Cl) 2 s: J � w 1 CO 0 (DN N Z Q J SHEET NO: FL 4.1 SO MULHERN+KULPa" a°N N °0 residential structural engineering ° = ° ®CXC 20 South Maple Street, Suite 150 • Ambler, PA 190020 .0.. T - F p215.646.8001 • mu/hemkulpxom ®� rat ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION L —T LAST SAVED BY: 'a J J W 0 QC G Cl) 2 s: J � w 1 CO 0 (DN N Z Q J 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. rh 2ND FLOOR PL. HT. 2ND L. WDW. HT. 2ND FLOOR FIN. FLR.. 417 rh 1ST FLOOR PL. HT. 1ST FL. WDW, HT. C P 1ST FLOOR FIN. FLR. . FRONT ELEVATION'S' 1 1/4" = l'-0" AT 22"X34" LAYOUT 1/8"= l'-0" AT 11 " X 17" LAYOUT ELEVATION KEYNOTE LEGEND J 7'ANo E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS Ell DECORATIVE WROUGHT IRON, SEE DETAILS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 ,, � ®m0 RIO E22 W rh 2ND FLOOR PL. HT. 2ND L. WDW. HT. 2ND FLOOR FIN. FLR.. 417 rh 1ST FLOOR PL. HT. 1ST FL. WDW, HT. C P 1ST FLOOR FIN. FLR. . FRONT ELEVATION'S' 1 1/4" = l'-0" AT 22"X34" LAYOUT 1/8"= l'-0" AT 11 " X 17" LAYOUT CML Lu .J 2 0 Z Oct I W ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Q ®m� c, G.% J 7'ANo J ®e°°p i 24MULHERN+KULP�= residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 TA p 215.646.8001 • mu/hemkulAcom ,, � ®m0 RIO � W O .j W Nufm + onlyndhe N ndrerhwagdhx raldedbotl.rdlx�lwst CML Lu .J 2 0 Z Oct I W ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: Q J J Uj i Q N O J Q � W O .j W N N Z J CLa SHEET NO: FL 5.1 N T 12 \�5 12 12 �5 N_ L 6" E16 FASCIA It Man+NohuMiWd udummyudhn z LU a N Y ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: �l SHEET N0: FL 5ol A ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E11 DECORATIVE WROUGHT IRON, SEE DETAILS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 12" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED r19192 N T 12 \�5 12 12 �5 N_ L 6" E16 FASCIA It Man+NohuMiWd udummyudhn z LU a N Y ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: �l SHEET N0: FL 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 33.89 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 (D 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 ARCHITECTURAL POP - OUTS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED ARCHITECTURAL POP -OUTS, 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. C ROOF VENT CALC. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1311 SF 314.72 int 629.44 int AREA 2 141 SF 33.89 int 67.79 int AREA 3 80 SF 19.20 int 38.40 int 1 TN EA1 1 FL 4.1 ROOF PLAN'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 1T' LAYOUT G. ��� •. C...N®� ®®r b 8 4 ®• MULHERN+KULP =•� • residential structural engineering ;� .;o A OF ®° QCs 20 South Maple Street Suite 150 • Ambler, PA 19002 00,� •. �® p215.646.8001 • mu/hemku/pcom top ®R+1 V. • N + 1WhU rdmft dvTdv rdbdw ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: F_ d9mr, Q J J Uj (3 Q C L fN Z = 5 J a LL � O (D N N Z Q J SHEET NO: FL 5A m2 I I I I I � I � ............ .......... ......... .......... .......... .......... . UTILITY PLAN SECOND FLOOR'S' 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT i U VERIFY w LOCATION PATIO Z IN FIELD O U WP/GFI AT A/C COND. N D U A/C WP/GFI Q 4 FAMILY DINING ' ' � 9'-4" CLG. CE 9'4" CLG. [TV] q16W<; F KITCHEN 9'4" CLG. �O.. 3 \ -T - CHT- , 0 C) �3$Fl_ PH __ .— Q SERVICE PANEU " ELECTRIC METER (7W""H 3WP/GFI WP/GFI 7'-0"TELEPHONE/, / / TELEVISION SERVICE SERVICE BOX / PANEL 1--- WP/GFI NOTES: LEGEND: � J NW - 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 iAS 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 OUTLET -0- z c" CHIMES 0 W C� PUSHBUTTON SWITCH wpien EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP /J \\ U v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) J Z GHrFIxruRE � RECESSED INCANDESCENT LIGHT OR CEILING MOUNTED LED FIXTURE (VP) - VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP I— ® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) �LL EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) T THERMOSTAT ----� HD HOSE BIBB P" TELEPHONE WALL SWITCH TV TELEVISION T 1/4" WATER STUB OUT fl ELECTRIC METER a THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE $ 4 FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH w 9 _ �M �� o= nM IL LL Q 0 Y Fes - M L d J _ gLU v 4 a Uj m 0 v o C7 Z F_ m W O V' `� Z O J Ci O N , w oc '4 w Z m S Cr w O 0 LU S W Y < R W LL 0 o= STANDARD ELECTRICAL BOX HEIGHTS 0 WALL CABINET _ _ 0 a 0 w O w M O owe z� iffin 0 30" HIGH VANITY _ LL 0 BASE CABINET CO CABINET ih 0 N m M 15d E BOXES SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE OVER BATH CABINETS OVER KITCHEN CABINETS I I I I I � I � ............ .......... ......... .......... .......... .......... . UTILITY PLAN SECOND FLOOR'S' 3 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT i U VERIFY w LOCATION PATIO Z IN FIELD O U WP/GFI AT A/C COND. N D U A/C WP/GFI Q 4 FAMILY DINING ' ' � 9'-4" CLG. CE 9'4" CLG. [TV] q16W<; F KITCHEN 9'4" CLG. �O.. 3 \ -T - CHT- , 0 C) �3$Fl_ PH __ .— Q SERVICE PANEU " ELECTRIC METER (7W""H 3WP/GFI WP/GFI 7'-0"TELEPHONE/, / / TELEVISION SERVICE SERVICE BOX / PANEL 1--- WP/GFI NOTES: LEGEND: � J NW - 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 iAS 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 OUTLET -0- CEILIN G MOUNTED INCANDESCENT LIGHT FIXTURE c" CHIMES 0 CEILING FAN (PROVIDE ADEQUATE SUPPORT) C� PUSHBUTTON SWITCH wpien EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET WALL MOUNTED INCANDESCENT LIGHT FIXTURE 110V SMOKE DETECTOR HARDWIRED AND INTER- so CONNECTED W/ BATTERY BACK-UP /J \\ U v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) 4F GROUND -FAULT CIRCUIT -INTERRUPTER DUPLEX OUTLET GHrFIxruRE � RECESSED INCANDESCENT LIGHT OR CEILING MOUNTED LED FIXTURE (VP) - VAPOR PROOF HALF -SWITCHED DUPLEX OUTLET CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/ BATTERY BACK-UP I— ® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET Q EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) T THERMOSTAT ----� HD HOSE BIBB P" TELEPHONE WALL SWITCH TV TELEVISION T 1/4" WATER STUB OUT fl ELECTRIC METER a THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE ® ELECTRIC PANEL WALL SCONCE $ 4 FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH CH -l' Ali / 9'-4" CLq. KEYLESS KEYLESS \ - GDO C0 (DEDICATED CIRCUIT) I GARAGE FOYER 9'-4" CLG. T- Ll 41 7 . .. ............... I T -� I 'I / ' / WP/GFI ') - - - —_ - —� PO UTILITY PLAN FIRST FLOOR'S' 1 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 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: a�- SHEET N0: FL 6.1 � J NW CI) r LU 4 a Q Q J J � a�- SHEET N0: FL 6.1 ,EN .0/tib;' CD (n 7 2 MULHERN+KULP + W residential structural engineering 2 0 20 South Maple Street, Sub 150 s Ambler, PA 19002 0 F • mulhemkulp.wm 2: p215.lX6.8001 0 R 1041, - Is N*n+0 N *WIN rd WN ISSUE DATE: 10.02.17 FOR REVIEW REVISIONS: 2X EXT. BEARING WALL WEATHER RESISTANT BARRIER - TYPAR RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING These drawings are the HOUSE WRAP property of Starlight EXTERIOR SHEATHING 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 RIM JOIST Z -FLASHING LAST SAVED BY: HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK Z 4 - J W 1 7 4' - 7 4 J -CHANNEL STUCCO STOP . A 4 5/8" TEXTURED STUCCO OVER BLOCK =J W 1 4, 4- 0 HORIZ. BOARD SIDING DETAIL W/ STUCCO @ PERPENDICULAR TO Z WALL FL. TRUSSES Q SHEET NO: D=1 CONNECTION SPEC I F I GATI ON5 (T1'P. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131"NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J015T/BLK'6. (1) NAIL 0 4" o.c. (1) NAIL 0 4" ox, STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* 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. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS o Ib" ox.. DOUBLE TOP PLATE NAILS 0 24" ox.. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLIGE (1 NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2V2"x0.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN Window Door Ilowa o in Pre55ure5 140 MPH Wind Zone Ex oSure G CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) LENGTH OPENIND 51ZE INTERIOR ZONES END ZONE5( 8' Garage Door +25.1 P5F/-28.4 P5F +25.1 P5F/-28.4 P5F 16' Garage Door +24.1 PSF/-26.8 PSF +24.1 PSF/-2b.8 P5F 10 5QFT. +28.8 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. +25.8 PSF/-28.3 PSF +25.8 P5F/-32.5 P5F 100 SOFT. +24.5 PSF/-2b.1 PSF +24.5 PSH -21.1 PSF 500 SOFT. +21.5 PSF/-23.1 P5F +21.5 P5F/-23,1 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 4% of least horiz. dim. or 3 ft. FLOOD FRAMING • I-JOISTS/TRUSSES SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JOI5T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • FLOOR 5HEATHIN(5 SHALL BE 23/32" GONFORMINO TO 1`52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHING 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 � 5HEAR WALL 5HEATH I NCS 5PEGIFIGATION5 INDICATES LOGATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL 5HEAR PANEL 5PEG. 7/16" PLYWOOD OR 056 FASTENED W/ PI 2,Y2 "x0.131" NAILS @ 6" o.c. ALON6 PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05E3 FASTENED W/ P3 2Y2 "x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" PLYWOOD OR 056 FASTENED w/ 2kc"x0.131" NAILS @ 6" O.G, AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER, (U.N.O. ON PLANS) 1. ALL PANEL EDGE5 SHALL OCCUR OVER FRAMING OR 2X BLOGKING 5HALL BE PROVIDED TO 5UPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"ox. MAX. U.N.O. ON PLAN. 3. 5HEATHING SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL 5HEAR WALL5 5HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ %"x0.131" NAIL5 @ 16"o.c. USE (8) 302"x0.131" NAIL5 @ EA. LAP SPLIGE. (TYP. U.N.O.) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR5HEAR WALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 GON51PERED FOR 5HEAR WALL5. 8. WHERE PANEL5 ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMINO • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN67 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 2446, EXPOSURE 1. FASTEN 5HEATHING TD ROOF MEMBERS W/ 23/604.113" RING SHANK (R5R5-01) NAILS (OR BETTER) 0 6" o.c. PANEL EDGE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FASTEN 5HEATHING TO GABLE END 4 DRAG TRUSSES W/ NAILS 0 3" O.G. • AT ALL AREAS WITHIN THE END ZONE 015TANGE FROM ROOF EDGE5, RIDGE5, VALLEY5, 4 HIPS, PROVIDE BLOCKING ALONO PANEL E06E5 4 FASTEN W/ 2y2"4.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS 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 TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARING GONDITION TRU55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) LENGTH HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MST66(oB3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON HEADER WOOD STUD WALL/WOOD BEAM 2 2x6 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IhE SHORT > 15' SIMPSON HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALVWOOD BEAM H4x10 3.5"x4.5" AFP 1.6E SHORT SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 W/ ROOF C71RDER TRU55 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL issue date: 07-06.17 SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE, HOLM-VOWN 5GHEVULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBIb A.B) (2)2x6 HO -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MST66(oB3 ALTERNATE) 3.5"x5.5" AFP IhE SHORT LEGEND • ® INTERIOR BEARING WALL • c = _ _ BEARI N6 WALL ABOVE • -..- BEAM / HEADER • LOGATION AND EXTENT OF SHEAR WALL -71 • I : ' : I EXTENT OF OVERFRAMIN6 L-2 INDIGATE5 LOCATION OF REINFORCED GMU GORE M (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. HEAVER SU13STITUTION SCHEDULE LABEL DE50RIPTION LABEL DE5GRIPTION (2)2x6 2x6 ­­SPFR 5YP #2 W/ 1406SPAN 3.5"x5.5" AFP IhE SHORT I-- 1/2" PLYWD FLITCH PLATE HEADER (2)2x8 2 2x6 5PF OR 5YP #2 W/ H4x6 3.5"x5.5" AFP IhE SHORT J4 -j � 1/2" PLYWD FLITCH PLATE SPAN HEADER (2)2x10 2x10 5PF OR 5YP #2 W/ 21/2" H4x10 3.5"x4.5" AFP 1.6E SHORT � PLYWD FLITGH PLATE p mgr. SPAN FADER (2)2x12 2 2x12 5PF OR 5YP #2 W/ H4x10 3.5"x4.5" AFP 1.6E SHORT 1/2" PLYWD FLITCH PLATE issue date: 07-06.17 SPAN HEADER I. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUGTS (AFP) IhE 5HORT5PAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 5GHEDULE ABOVE. 2. AFP IhE 5HORT5PAN HEADERS HAVE THE FOLLOWING MINIMUM PROPERTIES: E = I,6OO,o00 psi, Fb = 1,500 psi, Fv = 175si, Fc -perp = 650 psi. 3. AFP 1.6E 5HORT5PAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO THE STANDARD HEADER NOTES WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS SEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GORE (SECTION I60G) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH - EXP. G WH15PERIN6 RID6E 5T. JAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - BRI550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION ff APPROVAL FROM MULHERN 4 KULP STRUCTURAL ENGINEERING. GENERAL STRUGTU"L NOTES • DESIGN IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE, • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = I PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATE60RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o 16" D.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF OR 5YP 'STUD' GRADE LUMBER @ Ib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBER5 5PAGED 0 16" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED @ 24" O.G. (MAX). 51N6LE TOP PLATES ALLOWED PER 8602.2.2.1, • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIND STUD, MINIMUM. THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -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 o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS 0 16" O.G. STAGGERED, APPLY NAILING FROM BOTH FACES @ 3 -PLY OR MORE CONDITIONS. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 202"x0.131" NAIL5 @ 6" O.G. @ EDGE5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Pb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"0.131" NAILS 0 6" 0/0 OR 2 8011504"x302" 51MP50N 5D5 5GREW5 (OR 302" TRU55LOK 5CREW5) @ 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATEN. APPLY FASTENING AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREW5 2" FROM EDGE. SOLID 302" OR 504" 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 OF 04"x6" SIMP50N 505 SGREW5 (OR b 3/4" TRU55LOK SGREW5) @ 161 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 50REWS). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE SIMP50N PG4Z/EP64Z GAP 4 AM44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. seal 1/15/2018 G. ° sp j OF ° ��pD�86Btltl © copyright: MULHERN & KULP Structural Engineering, Inc, aCID J ' (D c S0.0 TT '� L cn a W I-- co i cc y J4 -j � '11 C= g M&K project number. J LL S0.0 TT '� L cn a W I-- 0 Z z M&K project number. J LL 181-17014 � p mgr. S D I W a drawn by: G DV issue date: 07-06.17 H REVISIONS: U date: initial: 11-09-17 MK 12-11-17 MK U) N O S0.0 (n W I-- 0 Z z J LL � W a H d � U O 0 Q .0 U) N O rsh7eet S0.0 281-011 10'-0" 161_011 7 YO PORCH 5LA13: 3 1/2" GONG. SLAB ON 6RADE _N I (2500 P51 MIN) w/ 6x6-HI.4xHI.4 MESH OR FIBER MESH ON 15% LU COMPACTED FILL OR VIRGIN 501L i $ I 1 I SDI.a I SDI.o J J D2. D2. 21-411 Lo 1(91-011 21_411 01 4q 20'-811 281-011 - " 5L 5 �oUN AT7I FLAN 22x34 5GALE: 114"=1'-O'1 110 SCALE: 1/8'=1'-O" 11-411 ELEVS. 5, T, 4 U TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE EBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE SLAB U51N6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL 1?15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPIN6, TAIL EXTEN51ON5, OR SPLASH BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF HOLD-00WN SCHEDULE �41_011- SPECIFICATION HO -I SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A.B.) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTG6bB3 ALTERNATE) 6 S.G.D. RECESS PER Ix 4. MANUF. INSTRUCTIONS I 0 z 00 CONCRETE SLAB: (0 �- N 0 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ 6x6-WI.4xNI.4 MESH OR FIBER MESH OVER b MIL. POLY ON 1916 GOMPAGTED FILL OR VIRGIN 501L u, N SEE 13LOGK PLAN FOR VERTICAL BAR LOCATIONS I I I 501.0 501.0 I rn m I I r r --- --------_J I 14'-1011 131_211 I I 4 20"x20"x20" GONG. o 501.0 FT6. o HP I 11-10 1/2" SDI.O 8'-1 1/211 8 PROVIDE All DIA. x 5" LONG I 501.0 TAPCON5 o 16" O.G. I ® REAR OF GARAGE L — – — —1 2 � GARAGE SLAB: I '� 3 112" GONG. SLAB ON GRADE _ (2500 PSI MIN) W 6x6-WI.4xHI.4 - o I o MESH OR FIBER MESH OVER 6 I I N I "' MIL. POLY ON 15% COMPACTED I SDI.0 J FILL OR VIRGIN 501L r' N I L24"x24"x8"—J m PAD FTG. I 6 501.0 2 I----- --------------� 501.0 J J D2. D2. 21-411 Lo 1(91-011 21_411 01 4q 20'-811 281-011 - " 5L 5 �oUN AT7I FLAN 22x34 5GALE: 114"=1'-O'1 110 SCALE: 1/8'=1'-O" 11-411 ELEVS. 5, T, 4 U TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE EBG R318 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE SLAB U51N6 A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL 1?15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, WHETHER BY UNDERGROUND PIPIN6, TAIL EXTEN51ON5, OR SPLASH BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF PORCH SLAB: 3 1/2" GONG. SLAB ON GRADE (2500 ISI MIN) W bxb-WI.4xWl.4 MESH OR FIBER MESH ON 15% COMPACTED FILL OR VIR61N 501L GENFRAL STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: F'c = 2,500 p5f:....... FOOTINGS 2,500 p5f:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) Fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELON FIN15H 6RADE. • FOOTIN65 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 1159116' COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM G476 F'c=3000 PSI w/ MAX 3/a" AGGREGATE • CONCRETE MA50NRY UNITS ,5HALL BE A5TM Gq0 WITH A MINIMUM GOMPRE55iVE STRENGTH OF 1100 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • ' REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPL IGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL ' PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENING5 AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (AS 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: �(tell b T1s b 24 m M , a o.b TOF ®m . �a✓ 0 11 i .b� e oO dpi A ®®��®®� © copyright : MULHERN & KULP Structural Engineering, Inc. c J 4, a� c a c ai N� :3 L LL ; a n W` N +r J a 4 2 D N g Ni..N a IF W project number 181-17014 project mgr SDI drawn by: C DV issue date: 07-06.17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD W 0 W z HOLD-00WN SCHEDULE SYMBOL SPECIFICATION HO -I SIMPSON HTT-4 HOLD-DOWN (w/ 55TBIb A.B.) HD -2 SIMPSON MSTGbb STRAP TIE (24" END LENGTH) (MSTG6bB3 ALTERNATE) 6 PORCH SLAB: 3 1/2" GONG. SLAB ON GRADE (2500 ISI MIN) W bxb-WI.4xWl.4 MESH OR FIBER MESH ON 15% COMPACTED FILL OR VIR61N 501L GENFRAL STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516% ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, THESE FOUNDATION DESIGNS ARE 5TILL ADEQUATE. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO COORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: F'c = 2,500 p5f:....... FOOTINGS 2,500 p5f:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) Fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELON FIN15H 6RADE. • FOOTIN65 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 1159116' COMPACTED FILL. • PROVIDE CONTROL JOINT5 AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE ASTM G476 F'c=3000 PSI w/ MAX 3/a" AGGREGATE • CONCRETE MA50NRY UNITS ,5HALL BE A5TM Gq0 WITH A MINIMUM GOMPRE55iVE STRENGTH OF 1100 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • ' REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPL IGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF WALL ' PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENING5 AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (AS 5HOHN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal: �(tell b T1s b 24 m M , a o.b TOF ®m . �a✓ 0 11 i .b� e oO dpi A ®®��®®� © copyright : MULHERN & KULP Structural Engineering, Inc. c J 4, a� c a c ai N� :3 L LL ; a n W` N +r J a 4 2 D N g Ni..N a IF W project number 181-17014 project mgr SDI drawn by: C DV issue date: 07-06.17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD W 0 W z REFER TO S—O.O FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES sheet: LEFT HAND S100 0.. Z J z LL 0W 6 Ix W 0 z 00 (0 �- N 0 REFER TO S—O.O FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES sheet: LEFT HAND S100 0 5EE 5GHEDULE AND 5F'ECIFIGATION5 FOR ADD'L INFO ' GROUT LINTEL W BOTTOM REIN. PRECAST LINTEL W PRECAST EMBEDDED REINF. N � � Eh18EI)17W REINF. Y _ N MB -2 M13-1 We?-OB/OT ----- — TOP REINF. N TOP REINF. ----- (1) #5 VERTICAL d (1) #5 SHEAR TIES <r 8FI6-213/IT GROUT m APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., - A BOTTOM REINF. i 28'-0" . 24'-4" MB -I 10'-4" 6'-8" 3'-0" START MB -1 CONT. N I I MB -3 Ak 18'-8" '-0" I.5TART BLOCK PLAN 22x34 SCALE: 1(4"=1'-0" ELEV5. 5, T, 4 U 11x1'( SCALE: I/S'=1'-0" MASONRY LINTEL A55EMBL I ES 5EE 5GHEDULE AND 5F'ECIFIGATION5 FOR ADD'L INFO ' GROUT LINTEL W BOTTOM REIN. PRECAST LINTEL W PRECAST EMBEDDED REINF. N � � Eh18EI)17W REINF. Y MB—I MB -2 M13-1 We?-OB/OT ----- — TOP REINF. MB -2 TOP REINF. ----- (1) #5 VERTICAL 8FIb-IB/IT (1) #5 SHEAR TIES 5ROvT 8FI6-213/IT GROUT ® BOTTOM REIHF. APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., - A BOTTOM REINF. NOTE5: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" 5HALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED, PRECAST LINTEL W EMBEDDED REINF. 1-04 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. PRECAST LINTEL W I I EMBEDDED REINP. b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. bvm TH15 A55EMBLY RM. MB -3/ MB -3A MB -4/ MB -4A ORCEMENT TES � SC MB4& LINTELS: LINTELS DE5IGNATED WITH AN MB38/4L4 SHALL BE CONSTRUCTED 114E SAME A5 MB -3/4 EXCEPT THE DEPTH 514ALL BE MODIFIED FROM I'-4" TO II -2'13Y FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2". ALL OTHER 5PEGIFICATION5 SHALL REMAIN THE SAME. BOND BEAM REINF SHALL RUN CONT THRU TOP LINTEL COURSE. MASONRY LINTEL PETAI L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 We?-OB/OT ----- - - MB -2 8F8-1B/OT ----- (1) #5 M13-3 8FIb-IB/IT (1) #5 (1) #5 MB -4 8FI6-213/IT (1) #5 #3 VERTICAL TIE5 ® 4"o.G. w/ (2) #5 180 DEGREE HOOK T413 APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" 5HALL BE PRESTRESSED. 2. SHORE FILLED LINTELS A5 REQURIED, 3. ALL LINTELS 514ALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (A5 GH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED 5UBGATE6ORIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E GONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR 5UBTERRANEAN TERMITE PROTECTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE SLAB U51N67A NON-GORRO51VE GLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED IN51DE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF 1?ONN5POUT5 SHALL 1?15GHARGE AT LEAST I FOOT (305mm) AWAY FROM THE STRUCTURE 51DENALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTEN51ON5, OR 5PLA5H BLOCKS. 6UTTER5 WITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDIN65 WITH EAVES OF LE55 THAN 6 INGHE5 (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE51GN - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DE516145 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F SOIL 15 PRESENT, THESE FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT 1^i/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY GORROSION-RESI STANCE COMPATIBILITY OF HARDWARE t FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD, CONTACT LUMBER It HARDWARE SUPPLIERS TO COORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TRENGTH5 IN 28 DAY5, U.N.O.. N, = 2,500 psi: ....... FOOTINGS 2,500 p5i:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (20'-0" O -G) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM 6416 F'c=3000 PSI W MAX 3/g" A65RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (FM = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 •W REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL ALIGN WITH FOOTING DONEL BELON. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL • OROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (AS 5HOHN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS TO VERIFY. seal, 1/15/2018 GNE N ,S na " 24 �" AT OF -a m M 1 © copyright : MULHERN IS KULP Structural Engineering, Inc. a- CM J E Nr _ 1...� CM m Z� U) J�' WCz Dti N y 4 W project number. 181-17014 project mgr: S D I drawn by: G DV issue date: 07-06-17 REVISIONS: date: initial 11-09-17 MK 12-11-17 MK REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES & SCHEDULES sheet: LEFT HAND S200 seal: 1/15/2018 "•"® 7 " • & " E ®,mom � ®®" < � � a"„m �•:� �� Q copyright : MULHERN & KULP Structural Engineering, Inc, LJ. � J ' 20 Z) 4) y t a �c +� a ZZ- �$ W` y� T N �.1� t0 • Ld �L. P4a M&K project number. 1 ------------t-11111 p18-----1"17014 I6 BGI boo05 I-JO15T5 U 1 16” BGI 60005 I-JO15T5 project mgr. SDI I o 11.2" O.G. 024110.6. drawn by: C D V (2)2x6 issue date: 07-06- 1 7 DROPPED REVISIONS: _--:--::_ - _ : date: initial: 11-09-17 MK -----_-=--------- - 35 12-11-17 M K ^2 1 -------------- 5EE DETAIL - - - V 0/502.0 �',y +� ! o -SND J015T W b (2)2x6 r....................._ wwrrwi oil =I Nilri a a PI Hp 21 BELOW 22 11 02, D2. 16" BGI 60005 I-JO15T5 0 24" O.G."'""'"' vl FA5TEN END OP BEAM TO BLOCK WALL W/ (I) 51MP50N HETAI6 EMBEDDED STRAP II III (3)13/4°x16" LVL FLU5Hn J L J L L L J L -- - -- - - - 1 1 n n -tr -tr nr n n n n FFF���� 29 I 20 D2.D2. z J o w Ix -t D2. 0 Q O � MONO ROOF TRU55E5 OT 0 24" O.G. 1i w N O �I AA �I �I , 2ND FLOOR FRAMI & PLAN sheet: LEFT HAND 22x54 SCALE: V4"=11-011 5LEY5. 5 4 U REFER TO 5-0.0 FOR TYPICAL 11x17 SCALE: I/8 -I -0 5TRUGTURAL NOTE5 4 5GHEOULE5 S3*0 11_011 11!0111 seal: -40 arm au m mem �� e ® •a Jb "1111M11 t © copyright ; MULHERN & KULP Structural Engineering, Inc. 0- D �Q a z U W` y� N Cn Ja. N CO N N Q M&K project number 181-17014 project mgr SDI drawn 4: G DV issuedate: 07-06-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK CM V) w '+ 0 J t V LO z V Z rr�r 77 r. --i w 0 W a -----J W" W LL 2 � o R00 FRAMING PLAN �' Q 22x54 SCALE: 1/4"=11-011EL�YATION 5 0 IIxI1 SCALE: I/8"=1'-0" 0 X N 0 REFER TO 5-0.0 FOR TYPIGAL sheet: LEFT HAND 5TRUGTURAL NOTE5 $ 5GHEOULE5 S4*0 N _o — �I � o seal: -40 arm au m mem �� e ® •a Jb "1111M11 t © copyright ; MULHERN & KULP Structural Engineering, Inc. 0- D �Q a z U W` y� N Cn Ja. N CO N N Q M&K project number 181-17014 project mgr SDI drawn 4: G DV issuedate: 07-06-17 REVISIONS: date: Initial: 11-09-17 MK 12-11-17 MK CM V) w '+ 0 J t V LO z V Z rr�r 77 r. --i w 0 W a -----J W" W LL 2 � o R00 FRAMING PLAN �' Q 22x54 SCALE: 1/4"=11-011EL�YATION 5 0 IIxI1 SCALE: I/8"=1'-0" 0 X N 0 REFER TO 5-0.0 FOR TYPIGAL sheet: LEFT HAND 5TRUGTURAL NOTE5 $ 5GHEOULE5 S4*0 1111 ill!111•_1;,., . • _ - _ ---- �• • _ seal: 1/15/2018 �0, ���II�a`` wr•����`� s''•'� 311 GMU BLOCK 9,11 CMU BLOCK INTERIOR R4.1 FI -FOIL OR (1) #5 FROM FTC. TO Yx" GYP. BD. EA. SIDE Yz" GYP. BD. EA. SIDE A �I" EQUAL OVER 'Y BONA BEAM. SPLICE OF 2x'5 0 16" O.G. OF 2x4'5 0 16" O.C. I �� �� ���� ' < IV y' ° (V #5 FROM FT6. To FURR 5TRIP5 To BE MIN. 30" -_ STUD PLATE TIES o FASTS W)14'" P I LON& FROM STUD TOP 4 BOT. (IF GAtRAI m BONA BEAM, SPLICE :.�: : CROUT DELL SOLID ..�� 2 I/4V�' END of WALL NNLE55 NOTED TO BE MIN. 30" -. 3Ya" GONG. SLAB w/ U NOTED ON PLANS) „ „ GROUT CELL SOLID w z oA2 8NO.G AND 12 MAX FROM WWF OR FIBERME5H ':.`' "OTHERWISE ON PLANS) '. ' s" (Y � � END OF WALL NNLE55 NOTED I I/2 ©copyright ; MULHERN & KULP = REINF. OVER 6 MIL. .. ., - VAPOR BARRIER } <t PT. BOT. PLT. OTHERWISE ON PLANS) STUD PLATE TIES 0 STUD �- QN �' MATCH CMU LEDGE •• �"• Structural Engineering, Inc. PER I/SOLO } PT BOT. PLT.TP 4 80T. (IF NOTED ON ,`.. ♦ ,, 4 PLANS) e q e ° °,1� Z . ° t e • a , q • ° . °... P '. •' a 4. 4 n '♦ d f ♦ z - - GRADE 11=1 I I=1 I I=1 i i=III' _ GRADE _ 1=1 I LI 1=1 I=� I I _ _- ,....— A4, . •< ...9 e• '—III ' ° '4• �• q • < ' c ♦ 4 ' ° _III -I I IPH1 °'.=-N—-_-;_-_I I -I I �' d :..ad .'''' '• Alq N - _--ISI-III° .. 1=11 -ISI -III U III ISI ISI Ile ° I ISI -ISI -SII I__ _ - e : •d _ a _ _ _ ISI-ISI-ISI-1�1 II °' a I I l-1 I I -I I l- z '� X111=1 I I� II I II I dISI I Il I _ _ _ a _ 4 � _I � _ _ T , II I II I II I II I II I II I II l I I II I ITI I II I II I II I I II � II I I_ � •� ►- - III -III- I I ��� � � =1 I 1=1 I I- III I _ _ _ 11T; I a� =- _ III -I I I - -_ 11=I I I1 I -III III=1 I I=1 I I III- -1 111 -III- I I=1 (2) #5 HORIZ co _ CONT. ON CHAIRS l� 8" 8" (� #5 HORIZ. -I I 1=1 I I—J—[1---111 - I' CONT. ON CHAIRS 10 1011Z CLEAN " I I 1—I I_I I I MONOLITHIC GLEAN " I III =I I 1=III MONOLITHIC (3" MIN. COVER) COMPACTED FILL 1'-0„ FOUNDATION W/ COMPACTED FILL I1_011 FOUNDATION W/ WHERE 2ND STORY (3 MIN. COVER) �& 0 45% STANDARD (2) #5 HORIZ. 0 459b STANDARD (2) #5 HORIZ. OCCURS FT6. SHALL BE VEN51TY MIN. CONT. ON CHAIRS DEN5ITY MIN. W (3" MIN. GOYEIJ CONT. ON CHAIRS 1'e" WIDE w/ (3) #5 BARS (3" MIN. GOVER) T N E WHERE 2ND STORY WHERE 2ND STORY 1 •— oGGURS FTC. SHALL BE OCCURS FTC. SHALL BE UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT 2 I'-4" WIDE w/ (2) #5 BARS I'-4" WIDE w/ (2) #5 BARS REQUIRED ON WALLS NOT EXPOSED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE REQUIRED ON WALLS NOT EW05ED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE _I c ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS ANCHORS AT BEARING WALLS PER ABOVE, UNLE55 NOTED OTHERWISE ON PLANS •� J .r3 INT. BEARING HALL FOOTING PETAL OFFSET FOOTING BEARING PETAIL � � � 9 I SOOTING SECTION W/ BLOCK P�T,41L GA�RA�G� CURB DETAIL i i Wall We WAa, WS W project number: 181-17014 6" CMU BLOCK FILLED CELLS s,< BEYOND ro ect mgr: (5EE PLAw ''`>::::_ p JSDI R4.1 FI -FOIL OR EQUAL OVER Y4" drawn ' 411 EXTERIOR DOOR FURR STRIPS �' � DV issue date: 07-06-17 TOP Y I EW 3 Y2' OR FI SLAB 14 MTL. THRESHOLD WWF OR FI$ERMESH NON -LOAD BRO. WALL SET 1N SEALANT REVISIONS: ®CORNER VAPOR BARRIER date: PORCH SLAB date: Initlal: F (5EE PLANS) '• 11-09-17 MK 6ARA6E WALL . ' • , - d : ° GA�RA�G INTERIOR '"� III=III=III=III= 12-11-17 MK 111 -111 -III -III °. III -III -III -III_ 3 Ya GONG. SLAG _ _ t� - 3Y2 GONG. SLAB I I -I I -I I I I 'I-111-T- zt — — III III III III-III=T- } m All ' I-1 11-1 I I-II ' .° a 11-1 I I -I I I- q e .a 4 ° . ° GLEAN COMPACTED' � I—III-1 � I '' „• : ..III_—III— ° ! — — FILL o 45% STANDARD -1 = _ , CRAVE _ _ _ Eiiy 4°° --_ If_1Ii III—IIIIIIII=IIIIII-I1DEN51rr AND TERMITE I -; __I MONOLITHIC I — _ �I -111-111-111 LL� 1lll ; I I TREATED 11, III I I I I III 111111 I I I I I- FOUNDATION IN III -III -I 11=1 I I- I -I i I -I 11=1 11=1 11-1 I I-I_I 1-- - -- ,,, - 1=1 11=1T_I-1 I I -i I I -I 11=1 I I, : _ I I-1 11, II 11=1 I I I=1 I I III -III -III -I I =1 I I=III=II=III=III V I I I III I I I III I I a xa THICKENED -III=III=III-III-III- - (2) #5 HORIZ. - 20"0' THICKENED -11I=I I _ =I I I=I I I=III; SLAB W/ (1) #5 CONT. —III_ I' O" CONT. ON CHAIRS E06E W/ (2) #5 CONT. -1 I 1=1 11=1 I 1=111=11 I=11 I ; (3 MIN. COVER) #5 CONT. W/ 6 11111 i � ll 1-11 1=1 11=111-1 �� _ _ MIN �Ir.rwl►. () WHERE 2ND STORY 3" MIN. COYER OCCURS FTC. SHALL BE 1'-4" WIDE w/ (2) #5 BARS W _i 2 100TI NG NONBEARING fl1TA I L TH I GKENEP EPGE ® 6ARA�GE POOR FETA I L TH I GKENEP WPGE P1TA� I L )�NRY POOR PETAL I L)�1751T6 �►_ Wim" � _ Mgt 1--1 SLOPE S CS I 8" GM) BLOCK PROVIDE 30" MIN. LAP SPLICE RECESS 3 Y2' GONG. SLAB w/ 8" CMU BLOCK 0 5LIDIN6 (1) #5 VERT. IN 6LA55 DR. d d• :.' 6ROUTED CELL, FULL WWF OR FIBERMESH EQUAL 'OVER e• S CMU BLOCK REINF. OVER 6 MIL.STRIPSV 1 HT. (SEE PLAN5 FOIA ° VAPOR BARRIER (1) #5 FROM FTC. r0 e` FURR LOCATIONS) r BOND BEAM. SPLICE I—I . d oU�cE�L oLIOv 3Yz" GONG. SLA$ w/ ►—� SILL FORMED ON 51TE (1) #5 FROM FTC. TO R4.1 FI -FOIL OR °. q .: ° '�' 6R WWF OR FIBERME5H BOND BEAM. SPLICE "'. EQUAL OVER 3/a"REINF. OVER (0 EXP JOINT 0 MIN. 25" ° I- PORCH SLAB - VAPOR 15ARRIERIL. T BE IN FURR STRIPS I I GROUT CELL SOLID 3 ya GONG. SLAB w/ i II I- (SEE PLAN) WWF OR FIBERME5H w REIN. OVER 6 MIL a� z d .. ; a .. SLOPE N '!. •.,: VAPOR BARRIER (V SHELLKToAALLOW SILL FORMED ON SITE—=IIL=�II1=111 FOR SLAB a g ; . 3Yx° GONG. SLAB I I I_I I I-III=III-LL � (2500 P.S.I) W/ 6x6 .. _ :.<, . • < . I-11� � —1 I � • ' � • °4. —"111-1 I I—III ; .III 10/I0 W.W.M. AND 6 MIL. - EXP JOINT I - III III—I l 1=T=1 I-IT_I-III— I' 0 � v VAPOR BARRIER q' ° 4' -III-II1_lll-III I l_TI-Ill 4 ° III -III -I I O CRAVE III -III -I I I_I I I-1 GRADE III I I' a° L_ I I ISI II I �--� w � i-- .11 1=1 11=1 I I••-1 I I �d: I I I=1 11=1TI=1 11= Rour soL1D ��_ �� w a I—III=h = BELOW SLAB DOWN _ 4' °. _111=I I I=111 I i lI I III I I To FOOTING I I I�-III-III-III MONOLITHIC e , I 1111 III=111=111, , .� GLEAN lu FOUNDATION W/ .4: o 111 =_- ° ♦ -III• III,. III 5 COMPACTED FILL (2) #5 HORIZ. — =111=111=1 .. 111— =1 (I) #5 DOWEL W/ 6" ♦'. Q: ' ,• ,� 12"x16" CONT. CONT. 0 45% STANDARD 11-01 CONT. ON CHAIRS Q o EXP JOINT q ° • 4"' . c . ..... a S G5 — — • _ _• III_= A/C CHASE FVC ,. _ HOOK (5EE PLANS e FT6. Wl 0 #5 HORIZ. DENSITY MIN. (3 MIN. COVER) _ _ _ Q • • • '- -_ -I ._ - -111=111- SLEEVE TO $Ir 1 I r FOR LOCATION) ..� ,. ° � CONT. ON CHAIRS (3" ' —III -I I 1—T-111— TWICE THE ° MIN. GOVEW WHERE 2ND STORY O • •. •. e ' I =1 I 1—,III- � DIAMETER OF OCCURS FTC. SHALL BE PROTECTED PIPE �I I'-4" WIDE w/ (2) #5 BARS 0 EXTERIOR OUTSWING 4 SGP POURED 51LLS DETAIL I0 CHASE DETAIL @k�FFFEII GRA�PE PETA�IL I2 EXTERIOR HALL ® PORCH SLAB DETAIL LL" N p WAl NS WAII sheep I ISD 1 *0 o � i i I 1 ii 1r1 iI ��� �• . r ii I I �I I II ill'i II R I � (4)2%"X0.113" R.5. TOE NAILS OVERFRAMING ROOF SHEATHING VALLEY 5ET 23/8'x0.113" R.5. NAIL5,® 6" O.C. OVERFRAMING TRUSS (EDGE NAIL) 2%) "X0.113°' R.5. NAIL5 ® 6" O.G. FASTEN EACH MAIN ROOF 5HEATHIN6 OVERFRAMED TRU55 END TO TRU55 BELOW V41TH (1) 51MP50N MT512 — CLIP MAIN ROOF TRU555 TYPICAL OVERPRAM I NG TYPICAL TOP PLATE A� CONNECTION DETAIL LAP SPLICE DETAIL It SCALE: N.T.S. SCALE: N.T.5. -- T-1 — — II xl l WINDOW/ „ I I DOOR OPENING 14" (MIN) 14" (MIN) 9P PL 5 PLAN) • REQUIRED AT ALL OPENING5 GREATER THAN 36" WIDE t AT 6LL OPENINGS LOCATED WITHIN P3 SHEAR WALLS. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (5EE PLANS). • DETAIL 51MILAR AT BOTTOM CORNERS OF WINDOWS. TYPICAL EXT. WALL 4 INT. SHE, RNALL OPENING ELEVATION SCALE: N.T.5. 2x8x12" P.T. Ck OF OPENING CENTER BUCK (1) #5 1N - — BOND BEAM • F ------ - --- -- SHEAR WALL WITH EDGE NAILING 4 BLOGKIN6 PER PLANS. 51MP50N C51b STRAP CENTERED AT CORNER OF OPENING W (28) 2 1/24.131" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL PLAT BLOCKING. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER BLOCKING ® 16" 0 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOCKING AT EACH ENC WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.5. 25" #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL L Z SCALL= NTS no BOND -BEAM ► _..*-----GONTIN. PREGA5T HEADER ---'"� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EG2UIV. GA5T-GRETE WINDOW 51LL, OR EQUIV. – DOUBLE WINDOW Lrr-\-MA50NRY PIER DETAIL SCALL= NTS seal, 1/15/2015 - — — — — — - — 0�° gyp`.•'®CjWE�<," ®°� • Y2" DIA. J -BOLT* I FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL v ,4" x 4" LONG CJS A F (5EE BELOW) TAPGON 5GREW5 I6 O.G. ® INT. 2x INTERIOR WALL 5HEARWALL END 40 v W NOTES: - 5EE PLAN (U #5 BAR IN PRECAST LINTEL -, ,0N d 1hJ 2X4 P.T. TOP BUGK © copyright: MULHERN & KULP project mgr. SDI I Structural Engineering, Inc. >'>>> AND 16" O.C. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. drawn by: G DV u` a� issuedate: 07-06-17 (2) #5's VERTICAL IN GROUT FILLED • REVISIONS: pC a CELL. IN WALLS GREATER THAN 30" BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 11-09-17 MK 2X8 P.T. BUCK EACH } � WIDE, ONLY (1) #5 15 REQUIRED SHEARNALL INTERSECTION Wcoy 51DE OF OPENING (1) #5 VERTICAL IN GROUT FILLED CELL w • PROVIDE (5))/2" DIA. J -BOLT* W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) <EACH SIDE OF DOOR. PROVIDE (1) Y2" x Wb" ENTIRE COLUMN TO u THICK WA5HER W/ EACH ANCHOR (15T BOLT I BE GROUT FILLED TO BE 8" MAX ABV. CURB REST EQUALLY — 0'-0" 5PAGED APPROXIMATELY 24" O.G) PROVIDE # OF DOWELS @ 5LA15 TO FIN. If MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE * PROVIDEY" DIA. x 6,142" LONG 51MP5ON TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING CON5TRUGTION &ARA&& DOOR YPRT. RE I WORC I NG DETAIL G,ARA6E DOOR BUCK DETAIL L V- AU NTS SCALL= NTS SHEAR WALL WITH EDGE NAILING 4 BLOGKIN6 PER PLANS. 51MP50N C51b STRAP CENTERED AT CORNER OF OPENING W (28) 2 1/24.131" NAILS (28" MIN LENGTH) 2x4 HORIZONTAL PLAT BLOCKING. - INSTALL 2 BAYS IF FIRST STUD 15 LE55 THAN 14" FROM EDGE OF WINDOW OPENING. 2x4 LADDER BLOCKING ® 16" 0 VERTICALLY IN 15T 5TUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOCKING AT EACH ENC WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T.5. 25" #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL L Z SCALL= NTS no BOND -BEAM ► _..*-----GONTIN. PREGA5T HEADER ---'"� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EG2UIV. GA5T-GRETE WINDOW 51LL, OR EQUIV. – DOUBLE WINDOW Lrr-\-MA50NRY PIER DETAIL SCALL= NTS 1 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 05TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROWS OF 2Y2'xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H CALEOR DOIIUCK DETAIL S: NTS V1 z ►__.i i�� T' LL W i O Q w x lJ ~ V � LLJ Z 0 20 Q < It n z SCALE: N.T.S. seal, 1/15/2015 Cq m c� 0�° gyp`.•'®CjWE�<," ®°� 0 dtl _4 e� PIW FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL v ,4" x 4" LONG CJS A F TAPGON 5GREW5 I6 O.G. ® INT. 2x INTERIOR WALL 5HEARWALL END 40 v W NOTES: - 5EE PLAN . W W"WW° ee BOND -BEAM ► ,0N d 1hJ © copyright: MULHERN & KULP project mgr. SDI V��334 Structural Engineering, Inc. >'>>> AND 16" O.C. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. drawn by: G DV a� issuedate: 07-06-17 Jm �m REVISIONS: a 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 11-09-17 MK Z� � SHEARNALL INTERSECTION Wcoy CONNECTION DETAIL 1 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 05TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROWS OF 2Y2'xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S 5PEG5. BY WINDOW/DOOR MANUFACTURER H CALEOR DOIIUCK DETAIL S: NTS V1 z ►__.i i�� T' LL W i O Q w x lJ ~ V � LLJ Z 0 20 Q < It n z SCALE: N.T.S. J cCD CL Cq m c� N y M&K project number: NOTES: 181-17014 BOND -BEAM ► I. 2X PT 3UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr. SDI FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.C. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. drawn by: G DV REGE55ED 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. PRECAST issuedate: 07-06-17 HEADER 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHERS IN TH15 GA5E. REVISIONS: date: initial: 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROWS OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 11-09-17 MK EA. SUCCESSIVE BUCK. 12-11-17 MK LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS L5 ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL , PPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLAINS. ^i J LL N 0 sheet: ISD2*0 TOLERANCES: ALL DIMENSIONS TO BE HELD WITHIN +/-Y4" OUT5IDE 2)2X4'5 EDGE 015TANCE 1" `EDGE 1 1/2" EDGE 2 1/2" EDGE PER DETAIL 3"x0.131"x3" LU COMMON ` z Z -INt # � II :: 212" N 11 21/4" z cv � I I 2„ N II II/2 / d \ I I 3"x0.131 "x3" I I < INSIDE 2X'5 I I 3"x0.131 "x3" N I COMMON PER DETAIL COMMON 3xO.131 "x3" OZ COMMONZO I I c� OPP. IDE z I I I I z v v v 3"x0.131°x3" z II 0. I I I I 4 I I COMMON OPP.51DE �aCt 3 x0.131 DISTANCE II „ ,�x 3,. PER DETAIL COMMON (2)2X4'5 (2)2X6'5 OPP.51PE (2)2X8'5 IN51DE PLY NAILS NAILED AT 8" O.G. 5TA66ERE0. OUTSIDE OUTSIDE NAILS NAILED AT 8" O.G. (2)2X'5 (2)2X COLUMN (3) OR (4)2X COLUMN amiWaU: X BUILT-UP STUD COLUMN PETA LS NTS SEE DETAIL 20 ON SEE DETAIL 21 ON STRUCTURAL PLANS FOR STRUCTURAL PLANS FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT 5HOWN HERE INFO NOT SHOWN HERE FASTEN EVERY OTHER OSB BLOGKIN6 ® 48" 1-JOI5T (w/ WEB BLOGKIN6 A5 I-JOI5T5 O.G. FASTENED TO 2x \ / I-JOI5T5 REQ'D) TO 2x BLOGKING w/ (1) -PER PLAN BLOCKING w/ (1) ; X -PER PLAN 51MP50N A35 CLIPIV SIMPSON A35 CLIP \ -- FASTEN VERY OTHER J015T TO GMU `-- FASTEN VERY OTHER J015T TO GMU W 51MP50N HT5MI6 TW15T STRAP. w/ 51MP50N HT5MI6 TW15T STRAP. FASTEN STRAP TO GMU N/ (4)YW DIA. FASTEN STRAP TO GMU wl (4)A" DIA. x 2 Y4" LON6 TITEN 5GREW5 x 2Y4" LONG TITEN 5GREW5 2x6 ]RIM\_2x(b FLAT BLOCKING (BETWEEN I -JOIST FLAT 5LOGKIN6 TO EA. SIDE OF - 16" MIN. LENGTH) FASTENED DOWN TO 05B BLOGKIN6 (16" MIN. LENGTH) GMU w/ (3) Y4" DIA. x 3 Y2" LONG FASTENED DOWN TO GMU w/ (3) Y4" DIA. TAPGON5 ® EA BAY. FASTEN RIM x 3,142" LONG TAPGON5. FASTEN RIM BOARD, THRU WALL 5HT6., TO 2x BOARD, THRU WALL 5HT6., TO 2x BLOGKING w/ 3"x0.131" NAILS 0 3" o.c. 131-06KIN6 w/ 3"x0.131" NAILS @ 3" o.c. R�TROf" i T nITA I LR R�TROf=1 T O�T,� I L Q SGAL�: 3/4"=1'-0" SGAIl: 8/4"= I'-0" seal; 1/15/2015 °�' e°`��'• «°•�®fir° �'"� DBL. TOP PLT. BEYOND NAILING PATTERN PER• NAILING SCHEDULE e 824 '°® 4:L _44M k*AM tmi me"llm y T OF " SEE DETAIL 56 ON. .� STRUCTURAL PLANS FOR ®®®®,®� � < �? R I X X X " " ° X ADDITIONAL CONNECTION M INFO NOT 5HOWN HERE • " " " Q copyright: MULHERN & KULP � FASTEN EA. ROOF TRU55 TO GMU Structural Engineering, Inc, ° • Y ° x • w/ 51MP50N HT5MI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4),V4" DIA. x 2Y4" LONG TITEN 50REW5 �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROVIDE M015TURE BARRIER m — . FLOOR 5Y5 M BEYOND —• PLATE (51MP50N T55 OR SIM.) ® D � EACH TRU55. - .0 GMU WALL BEYOND PROVIDE 2x FLAT BLOGKIN6 FIT0 NOTE: T16HT TO ROOF TRUSSES @ EVERY + d MIN " WINDSTORM OR EQUIVALENT WALL SHEATHING TO BE USED OTHER BAY FASTENED TO GMU w/ (3) 7 I 'o � �6 A5 UPLIFT RESISTANCE NO OTHER FASTENERS REQ'D. EXCEPT A5 Y4" DIA. x 3Y2" LONG TAPGONS. Z n NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. FASTEN BLOCKING TO ROOF TRUSSES M NOTE: ACTUAL NUMBER OF FASTENERS NOT 5HOWN w/ (2) 3 Y4"x0.131 " NAILS @ EA. END. W N Zco a� Ui @16HEATHIN65 LEY. D'ET�ILn1TAIL � �9 CCOc0 INTO O=V50�5/T Im �a IV INSTALL ROOF CLIPS ROOF TRU55E5, IF ON OFF051TE FACE of BEARIN6 ON WALL NOTE: DETAIL ONLY WALL AS STUD TIES AS WHERE NOTED ON PLAN APPLIES AT BEARING NECESSARY WALL5 SUPPORTING M&K project number. 1.NOTE5ILIZE 2 -FART EPDXY 0R OTHER ROOF TRUSSES. 181-17014 ENGINEER APPROVED EQUAL A.E. SEE TYP. FOUNDATION 5IMP50N ET EPDXY). DETAILS FOR ADDITIONAL PROVIDE CRIPPLE project mgr: S D I 2. PROVIDE %' DIA. HOLE FOR DOWEL, INFORMATION NOT 5HOWN STUD ABOVE HEADER up BLOW OR BRUSH GLEAN. HERE d JACK STUD drawn by: G DV 3. FOLLOW MANUR INSTALLATION 51MP50N R5P4 STUD IN5TIRUCTION5. PLATE TIE 0 TOP 4 BOT. issue date: 07-06-17 FUTURE 8" REFER TO PLANS FOR OF 5TUD5, 5PACED PER PLAN (ALT. PER PLAN: GMU BLOCK #5 VERT. BAR To BE HEADER SIZE. REVISIONS: LOCATED PER PLAN FASTEN TO KING W/ 05B SHEATHED WALL IN DRILL (0" INTO EXI5T'6 LIEU OF METAL TIES) ( I � IN GROUTED CELL MIN. (3) 3"x0.131" NAILS date: Inittiall: SLAB, EPDXY d DRIVE I _, 11-09-17 MK #5 DOWEL, PROVIDE i _ MIN. 30" LAP SPLICE m 12-11-17 MK z OPENING IN BR6. WALL 2x4 (MIN) STUDS o I6' O.G. ' I (5EE PLAN5) OR AS NOTED ON PLANS a w q •I • ` a _ _ NAIL 5TUD5 T06ETHER — — -� T_ — — ;3 e b III—III— I I—III—I PER DETAIL M GRADE _ _ , , I=I I=I 1 I FASTEN P.T. SOLE PLATE ■ .I I I=III—III—III I I—III—III=1 I f—1I I TO SLAG PER DETAIL PROVIDE 5IMP50H DSP • TIE OR (1) HS STRAP 3/5DI.0 U.N.O.ON PLANS I—III—III a I=1 I—I 1- BASE OF JACK t KING =1 I_i_TI I I e- 4- I —III•;, I I ;l II - TO 50LE PLATE —I SLAB FOUNDATION ="�' 6T SLR. INTERIOR WOOP BEARING - W S MI 5EO POWEL RETROrIT DETAIL T Wt���CONN GTION BLOW R00� W=J, SGALZ. NTS SIM. A GMU STEM t''OR DROMMM 6MPI 9G wirrw S LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THE5E WHERE SPEG I E I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. J H � � ITI D W ° Z 2 o 20 0 � LLN O sheet SD2* I 2x EXTERIOR HALL FASTEN FLOOR 5HEATHIN6 TO BLOCKING w/ 2 Y2"x0.131" 2x EXTERIOR NALL NAIL5®6 O.G. -5EE PLAN FOR 5HEATHING II AND CONNECTION 5PEG5. II II -JOI5T5 I Ya" 056 BLOGKING EVERY -5EE PLAN OTHER BAY OVER 5HEAR NALL FA5TENED w/ (2) 51MP50N A35 GLIPS AT EACH BLOCK (PERP) 11 . n SECTION SECTION @15TR0 25GP�4G 9/4"�I'-0' 21 Sc+J,.le: 9/4"al'-0" SS-0" 2x4 GATS ® 16"O.G. -5EE PLAN FOR 5HEATHING EXTERIOR HALL 5HT'G. TO-----'-5EE2x FA5TEN 5HEATHING TO 2x4 EXTERIOR WALL AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO RIM BLOCKING w/ 23/8'X0.113" RUN CONTINUOUS FULL HEIGHT PLAN FOR 5HEATHING R.5. NAIL5 ® 4"O.G. BOARD w/ 3"x0.131" NAIL5 ® 6" O.G. OF WALL FROM BOTTOM OF AND CONNETION 5PEG5. C EXTERIOR WALL 5HT'6. TO I Ye" FULL DEPTH 055 BLOGKIN6 ® I-JOI5T5 RIM TO DOUBLE TOT PLATE ° RUN GONTINUOU5 FULL HE16HT OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL 057 BAY ONLY) -5EE PLAN _ GYPSUM BOARD - FA5TEN SOLE PLATE TO RIM w/ RIM TO DOUBLE TOP PLATE FA5TEN ROOF 5HEATHING TO FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) 2'-0" MIN 2 Y2"x0.131" 0 3" O.G. INTO BOLT5 m 6-0" MAX. PROVfDE (2) PER PLATE AND MAX 12" CFROM FA501A HITH 23/8"X0.113" R.S. 3"x0.131" NAIL5 ® 6" O.G. $ 5HEATHING ROOF SHTG #8 5GREN5 OR (5)2 Y2'xO.131" NAIL5. .MIN. EA END NAIL5 @ 6" O.G. 50LE PLATE BOLT5 @ 4'-0" MAX. PROVIDE TO RIM w/ 22"x0.131" NAIL5 ® 6" O.G. 2 Y2'x0.131" ® 3" O.G. INTO 50LE GABLE END VERTICAL WEB GOVT. 4 MIN MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL ® 5TAIR5 OR REINFORGIN6 A5 REGURIED ONTO ROOF FROM EA END PLATE BY TRU55 MANUF. OF DRYNALL 5HALL OVERHANG Ye" (MIN) 056 RIM BOARD FASTEN EXTERIOR 5HEATHING MA50NRY %4". PROVIDE FURRING I-J015T5 I Ye" (MIN.) 056 RIM BOARD. I-JO15T5 II FASTEN TO EA. I-JO15T ® TOP „ „ -PER PLAN FASTEN RIM 70 EA. BLKG X -PER PLAN II BOTTOM CHORD w/ (2) 3 Y4 x0.131 PANEL w/ (3)3Y4'x0.131" NAIL5� NAIL5 MIN. 2 "x0.131" @ 3" O.G. INTO RIM Y2 a .' 2Y2"x0.131" ®3" O.G. INTO RIM ` " ` BOARD BOARD \_FA5TEN FASTEN RIM TO GMU BOND FASTEN EVERY OTHER I-JOI5T (w/ WEB FA5TEN RIM TO GMU BOND EVERY 05B BLOGKIN6 TO BOND BEAM w/ (1) 51MP50N HETAI6 WALL GON5TRUGTION BEAM w/ 51MP50N HETAI6 „ BLOCKING BOTH SIDES) TO BOND BEAM SEAM w/ 51MP50N HETAI6 (48„ O.G. MAX) PER STRUCTURAL EMBEDDED STRAP ® 24 O.G. w/ (1) 51MP50N HETAI6 (48" O.G. MAX) * EMBEDDED 5TRAP ® 241' O.G. PLAN VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM W/ (U #5 GOVT. EXTEND INTO BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU WALL 6" REINF. GMU WALL -5EE PLAN FOR VERT. -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 $ HORZ. REINF. 5PEG5 FASTEN FLOOR 5HEATHIN6 TO BLOCKING w/ 2 Y2"x0.131" 2x EXTERIOR NALL NAIL5®6 O.G. -5EE PLAN FOR 5HEATHING II AND CONNECTION 5PEG5. II II -JOI5T5 I Ya" 056 BLOGKING EVERY -5EE PLAN OTHER BAY OVER 5HEAR NALL FA5TENED w/ (2) 51MP50N A35 GLIPS AT EACH BLOCK (PERP) 11 . n SECTION SECTION @15TR0 25GP�4G 9/4"�I'-0' 21 Sc+J,.le: 9/4"al'-0" SS-0" FASTEN ROOF 5HEATHING TO 2x BLOGKING W 23/8"X0.113" R.5. NAILS ® 6"O.G. ,-- 2x4 BLOCKING IN EA. TRU% BAY FASTENED TO EACH GRO551 NG 5TUD w/ (2)3 Y2"x0.131 " NAIL5 ROOF TRU55E5 ® 24"o.c. FA5TEN 50LE PLATE OF HALL TO FLUSH BEAM w/ 3"x0.131" NAIL5 @ 8"O.G. 5HEATHIN6 5PLIGE 5HALL OCCUR OVER 2x 50LE PLATE w/ 2 Y2 "x0.131 " NAIL5 3" O.G. OR PROVIDE GOVT. 5HT6. TO BOTTOM OF FLU5H BEAM HANGER OR 1 Y8 056 RIM FA51ENED w/ (1) II -BY TRU55 MANUF. 51MP50N A35 CLIP ® I6 O.C. II OVER 5HEARNALL (PARALLEL) FLUSH BEAM -5EE PLAN 0SECTION 2x4 BLOCKING w/ (3)3 Y4"x0.131 " TOENAIL5 EACH END II NAIL54nX0.131 TO 2x PLATE w/ 2 Y2"x0.131" ON INSIDE FACE OF MA50NRY TO •„ NAIL5 ® 3" O.G. MATCH DRYWALL 2x FA5GIA 8'' GMU BOND BEAM w/ -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 12" (1) #5 BARS GOVT. 2x 5HEAR WALL 5GHEDULE ON PLAN5 FOR O.G. GONNEGTIN6 BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 GHORD TO TOP PLATE L 8" GMU WALL 5PEGIFIGATION5. FASTEN ROOF TRU55 TO (5EE PLAN5) DOUBLE TOP PLATE w/ FASTEN BOTTOM CHORD OF PROVIDE 2x4 BLOGKING GABLE END TRU55 70 TOP 2x4 BRACE vi/2x4(3) 3Y4°x0.131° TOENAILS PLATE WITH 51MP50N A35 ®48" O.G. FIRST (3) �� 7 -BRACE, SPACED � BAYS OF ROOF GLIP5 ® 32 O.G. 4'-0" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT 2x4 TO TW 3 Y4 "x0.131 TIGHT BETNEEN TRU55 FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BOTTOM GHORD5 BRACE TO DBL. TOP PLATE w/ (1) 51MP50N FA5TEN DRYWALL TO SECTION H2.5A 4 (2)3 Y4"x0.131 " I flET,� kv BLOGKING w/5GREW5 TOENAIL5 SGAI2� 8//NAIL5 ®6 O.G. 0 . I cw I► o � Id IEi I ii ilii, i!i 1,,, 1'11111', FASTEN ROOF 5HEATHING TO FA501A WITH 23/8"X0.113" R.5. NAIL5 ® 6" O.G. 2x FA5GIA -SEE ARCH S" GMU BOND BEAM N/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 E6 5EGTION WA, 514"al'-0" PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 0001 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFICATION5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR 51M.) ® EACH TRU55. VERT NALL REINF. TO EXTEND INTO BOND BEAM LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREA5. THESE WERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. seal; 1/15/2015 �4 J 9 i 4 a �W o �,,,��^^��qq T, ' C gr , aKK+ g'"6 is © copyright : MULHERN & KULP Structural Engineering, Inc, Q. °f J .� m L= Q a CID ca Z� W� U) :9 D 13 U) N N Cx M&K project number: 181-17014 project mgr: S D I drawn by C D V issue date. 07-06- 17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD Ii? .�' LU 0 �i T W (n J d Z H � � Ld � W a Ld z o d coo z 1..L, 0 sheet: SD2*2 2x4 GATS ® 16"O.G. FASTENED TO GABLEEND FA5TEN 5HEATHING TO 2x4 TRU55 w/ (2)3"x0.131" BLOCKING w/ 23/8'X0.113" TOENAIL5. PROVIDE (1) R.5. NAIL5 ® 4"O.G. 51MP50N CLIP 2x EXTERIOR HALL e 5TAIR5 OVERHANG6 S > 12" OR 2-5TORY 5PAGE ° -5EE PLAN FOR 5HEATHING FA5TEN 50LE PLATE OF 2x WALL A _ GYPSUM BOARD - CONNECTION 5PE05. AND= 70 BOND BM. w/Ys" DIA. ANCHOR FA5TEN ROOF 5HEATHING TO I'-4" MAX PER ARCH FOR 2'-0" MIN FA5TEN 50LE PLATE OF 2x WALL BOLT5 m 6-0" MAX. PROVfDE (2) PER PLATE AND MAX 12" CFROM FA501A HITH 23/8"X0.113" R.S. FIREPROOFING ROOF SHTG TO BOND BM. w/YY DIA. ANCHOR .MIN. EA END NAIL5 @ 6" O.G. SHALL BOLT5 @ 4'-0" MAX. PROVIDE GABLE END VERTICAL WEB GOVT. 4 MIN MIN. (2) PER PLATE AND MAX 12" 2x INTERIOR WALL ® 5TAIR5 OR REINFORGIN6 A5 REGURIED ONTO ROOF FROM EA END 3 4.. 2-5TORY 5PAGE. INSIDE FACE BY TRU55 MANUF. OF DRYNALL 5HALL OVERHANG FASTEN EXTERIOR 5HEATHING MA50NRY %4". PROVIDE FURRING FASTEN ROOF 5HEATHING TO 2x BLOGKING W 23/8"X0.113" R.5. NAILS ® 6"O.G. ,-- 2x4 BLOCKING IN EA. TRU% BAY FASTENED TO EACH GRO551 NG 5TUD w/ (2)3 Y2"x0.131 " NAIL5 ROOF TRU55E5 ® 24"o.c. FA5TEN 50LE PLATE OF HALL TO FLUSH BEAM w/ 3"x0.131" NAIL5 @ 8"O.G. 5HEATHIN6 5PLIGE 5HALL OCCUR OVER 2x 50LE PLATE w/ 2 Y2 "x0.131 " NAIL5 3" O.G. OR PROVIDE GOVT. 5HT6. TO BOTTOM OF FLU5H BEAM HANGER OR 1 Y8 056 RIM FA51ENED w/ (1) II -BY TRU55 MANUF. 51MP50N A35 CLIP ® I6 O.C. II OVER 5HEARNALL (PARALLEL) FLUSH BEAM -5EE PLAN 0SECTION 2x4 BLOCKING w/ (3)3 Y4"x0.131 " TOENAIL5 EACH END II NAIL54nX0.131 TO 2x PLATE w/ 2 Y2"x0.131" ON INSIDE FACE OF MA50NRY TO •„ NAIL5 ® 3" O.G. MATCH DRYWALL 2x FA5GIA 8'' GMU BOND BEAM w/ -5EE ARCH 5EE UPLIFT CONNECTOR 3 Y4"x0.131" TOENAILS ® 12" (1) #5 BARS GOVT. 2x 5HEAR WALL 5GHEDULE ON PLAN5 FOR O.G. GONNEGTIN6 BOTTOM - 5EE PLAN FOR CONNECTOR 5PEGIFIGATION5 GHORD TO TOP PLATE L 8" GMU WALL 5PEGIFIGATION5. FASTEN ROOF TRU55 TO (5EE PLAN5) DOUBLE TOP PLATE w/ FASTEN BOTTOM CHORD OF PROVIDE 2x4 BLOGKING GABLE END TRU55 70 TOP 2x4 BRACE vi/2x4(3) 3Y4°x0.131° TOENAILS PLATE WITH 51MP50N A35 ®48" O.G. FIRST (3) �� 7 -BRACE, SPACED � BAYS OF ROOF GLIP5 ® 32 O.G. 4'-0" O.G. MAX. FA5TEN TRU55E5-GUT TO FIT 2x4 TO TW 3 Y4 "x0.131 TIGHT BETNEEN TRU55 FASTEN BOTTOM OF 2x4 NAIL5 ® 12" O.G. BOTTOM GHORD5 BRACE TO DBL. TOP PLATE w/ (1) 51MP50N FA5TEN DRYWALL TO SECTION H2.5A 4 (2)3 Y4"x0.131 " I flET,� kv BLOGKING w/5GREW5 TOENAIL5 SGAI2� 8//NAIL5 ®6 O.G. 0 . I cw I► o � Id IEi I ii ilii, i!i 1,,, 1'11111', FASTEN ROOF 5HEATHING TO FA501A WITH 23/8"X0.113" R.5. NAIL5 ® 6" O.G. 2x FA5GIA -SEE ARCH S" GMU BOND BEAM N/ (1) #5 CONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 E6 5EGTION WA, 514"al'-0" PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 0001 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFICATION5 PROVIDE MOISTURE BARRIER PLATE (51MP50N T55 OR 51M.) ® EACH TRU55. VERT NALL REINF. TO EXTEND INTO BOND BEAM LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APDL I GABLE AREA5. THESE WERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. seal; 1/15/2015 �4 J 9 i 4 a �W o �,,,��^^��qq T, ' C gr , aKK+ g'"6 is © copyright : MULHERN & KULP Structural Engineering, Inc, Q. °f J .� m L= Q a CID ca Z� W� U) :9 D 13 U) N N Cx M&K project number: 181-17014 project mgr: S D I drawn by C D V issue date. 07-06- 17 REVISIONS: date: initial: 11-09-17 MK 12-11-17 MK CD Ii? .�' LU 0 �i T W (n J d Z H � � Ld � W a Ld z o d coo z 1..L, 0 sheet: SD2*2