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HomeMy WebLinkAbout3897 Night Heron Dr 18-288; (A) REVISION NSFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION : 18-10000004 BUILDING PERMIT NUMBER: 18-10000004 DATE: January 02, 2016 UNIT ADDRESS: NIGHT HERON DR 3897 17-20-31-502-0000-2000 TRAFFIC ZONE:022 JURISDICTION: ` SEC: TWP: REG: SUF: PARCEL: UBDIVISION: 'TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: ACT: OWNER NAME: ADDRESS: APPLICANT NAME: STARLIGHT HOMES ADDRESS: 1064 GREENWOOD BLVD, S'TE 124 LAKE MARY FL 32746 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3897 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 200 SFR DETACHED -------------------------------------------------------------------------------- F'EE BENEFIT RATE UNIT CALC UNIT 'TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE -------------------------------------------------------------------------------- ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit .00 FIRE FESCUE N/A LIBRARY CO -WIDE ORD .00 "in le Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PARKS N/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 .00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE: (PLEASE. PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE 'TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIREIRESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIF'ICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OF'F'ICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***PHIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL. 407-665-7356. , LO -T- 2.00 Revision brt� °� City off Sanford Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit# Submittal ,Date Project Address: rI PC *yy r� Contact: ��uc 1nR YY�V1G2�� Ph: v.l Fax: Ernait: ��Q J A . tyyGt rQQ.I@l lgh�Jh vPj. C�yy� Trades encompassed in revision: General description of revision: (� L� 13ui1duig 0 hQh t nq St.ol ❑ Plumbing ZcMtrva� ❑ Electrical JJ ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Plamiing ❑ Engineering ❑ Fire Prevention ❑ Building RO UI'ING INFORMATION Approvals j 'D5 tC e ATON 11 k FL DS -1 DELTA SHEET FL 0.1.1 SLAB PLAN'S' 1 FL 1.1 FLOOR PLAN'S' HEATED S.F. UNHEATED S.F. PLli"SI D FIRST FLOOR 2. FL 4.1 SECTIONS PORCH FL 5.1 ELEVATIONS 'S' 3. FL 5.1.1 ROOF PLAN'S' 2099 387 30 4 FL 5.2 ELEVATIONS 'T' I 7 FL 5.2.1 ROOF PLAN 'T' S SO A PEP LICENS NF( TFf17 F CtY [ 111 r,bUFU S16ALL TO PROCT'" W.IT 6. 7. FL 6.2 UTILITY PLANS 'T' ASID"r. CODE" r:. ?F THE r'HC!+n r.ri. ISSUa 1 lii.li :IILL11.1 8. 0 10 GENERAL NOTES: CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED TO THE BUILDER. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 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. 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. 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. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -6TH EDITION (2017) RESIDENTIAL AND ASTM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTAHCED WITH 1 1/2 INCH 11 GUAGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GUAGE 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 NO. 26 GALVANIZED SHEET GUAGE CORROSION - RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINUMUM 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. 6TH EDITION (2017) WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION (2017) RESISDENTIAL OR IN ACCORDANCE WITH ASTM C 926. PLAN 209 BEACON MULHERN+KULP2 residential structural engineering ° 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.M6.8001 • mulhemkulp.com Gc REVISION LOG REV. DESCRIPTION DRAWN BY DATE SHEETS AFFECTED REQUIRED ENGINEERING GINEE RING 1. DIVISION REQUESTED REVISIONS. 02-01-18 Y/N Y/N RECORD COPY SQUARE FOOTAGE TABULATIONS REVIEWED rOR C HEATED S.F. UNHEATED S.F. PLli"SI D FIRST FLOOR SECOND FLOOR TOTAL GARAGE PORCH PATIO/ COV. PATIO TOTAL ELEVATION'S' 929 1170 2099 387 30 80 497 I 7 SO A PEP LICENS NF( TFf17 F CtY [ 111 r,bUFU S16ALL TO PROCT'" W.IT ASID"r. CODE" r:. ?F THE r'HC!+n r.ri. ISSUa 1 lii.li :IILL11.1 C �r LOT 200 _-- \,v.N 3? o0 1782 OF. COMPLIANCE nn^INER fE INQZDtV SIGN Y C0NSTPIi1:0 10 BE THE WORK AND NOT ANC;EL. AI, rER OR SE ,NS OF THE TECHNIC, L E, -)F A PFRMIT PREV P IHOM THEHFAFTER PLAN , �I IUNa OF THIS CODE ISSUE DATE: 02.08.18 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: eyy� SHEET NO: 4� FL T-1 8-288Aj CD n __j 2 2 t ISSUE DATE: 02.08.18 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: eyy� SHEET NO: 4� FL T-1 8-288Aj 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. 0 V FOUNDATION KEYNOTE LEGEND F1 I LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 38'-0" o 0" J la. FR/ "•��� t•(G pie PATIO SLAB z . • / o v W4 MULHERN+KULPW LO 77824 Yf o 60 residential structural engineering1,F �t r VERIFY UNDERSLAB CONDUITAT IIJ i4 20 South Maple Street, Suite 150 • Ambler, PA 19002 , .. 1• , •,. / U•" p215.646.6001 • mulhemkulp.com i t r �� '' o. jIN t6tc 4Y4 h..wk.W Ida P61W xh. adrA M mim dairy ade hK-"¢La dbda dulln 38'-0" 1'-10" 16'-4" 1'-10" SLAB PLAN'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12'-0" ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: PATIO SLAB o L woc I w a o 60 VERIFY UNDERSLAB CONDUITAT 00 • KITCHEN ISLAND �--- II 14'-8 1/4" I I I�I , MAIN SLAB I 1 O - ....... - I i o -I1 L �/ I N NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE C\1'v 01 UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. .-_.._._._.._._..._.Ll._._.._. d 8" N W O V n VA I II II it I II II II II II it I I II II III II II 11 II II II I II II II I II II II II II II I II It III I II II II II II II II I I II II II I II II II II II tl I III CQ N h N WH � — — 3'-2" 16'-2" I II I II II II II II II II L - GARAGE SLAB 0 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS b o� F2 w O al V Lu PORCH SLAB on IL REINFORCE PER LOCAL CODE AND ENGINEER'S F1 SPECIFICATIONS 1'-10" 16'-4" 1'-10" SLAB PLAN'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 12'-0" ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 0.1.1 • SHEET NO: 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 1 38'-0" 10'-8 1/2" 3'-1 1/2" 5'-3 1/2" 3'-9 1/2"F -q 5'-81/2" 3'-8" 5'-81/25'-81/2" ��. n Rq H 3(1. n S�1 'H 1 5' 8" 3' 6" Imo— I 4'-T' 41P 1/2" 41I8 1/2" 12'-0 112" 2'-10 10 2'-4 1 /2" 5'-3 1 /2" 4'-5" 13'-10 1/2" 38'-0" FALSE SHUTTERS, I I L --_____ SEE EXTERIOR ELEV. J -------- FLOOR PLAN KEYNOTE LEGEND 1 r— — — — — — — — — — — — ----- -WIC HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. �,36'X60'N LINEN 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 9 TEMPERED SAFETY GLASS 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 '-11 1/2" T-0" TO" WIC 6'-0" 3'-0" 5'-4" 3050 SH 6068 S.G.D.3' 050 SH xren+ hai' tli; pia�la struave ay adhs i r ary"9c jiiumtlbi dekd m"tic 8xlplies ._ `V 8'-1" CLG. 19 2'-3" +35" �? 11 SLIDING 2468 PANTRY 00 BYPASS e? DIF- DINING N 2468 r DOOR N M. BA 00 PDR0 D08'-4" CLG CN ( _ o , 6 col i " " I I ^ 9'-4" CLG. FAMILY 9'-4" CLG. WIC I u� v II -co I — — — — — — — — — I —I 7'-7 1 /2" 2469 M. B E D VANITY 8'-1" CLG. ` ACCESS 6-5 1/2" r 8'-1" 5'-1"m 4'-11 1/2" 9' 1" 4'-4" BED 4 N N HVAC N 8'-1" 1`°� — MUD KITCHEN 8'-1" CLG. — (V in - N WASHER c� __17R Efl WF{ ALWAYS ON 6 5 1/2" II 4'-3 1/2" 0I II lu—tl—H-1�1�11—I W< I II II 1 II II II I N I < 311 II II II II II II r- 246& 011 II 1 II II II II II II T 2668 II OII III II II II II II II �� LLI I II II I II II II II II II N Cil LEFT,ALL N CONDITIONS; M LA EQ - EQ x 3'-2" 3'-31/2" 6'-01/2" 7'-11/2" N 4'-111/2" 13'-5" 4'-31/2" 6'-5" GARAGE o 7'-11" _ 4'-31/2" 2868 15.41 L o � N co FLEX N 2 _ N I— DNI _ 17 — N" RI r N r 0 3050 SH 0 c� L268 3'-8 1 /2" 5'-3 1 /2" I T-10" 7" 1 0 { { 9'-7" f I —I I I 4'-3 1/2" fid. T I SOFFIT, SEE I I I I I I I I I I �Z ZZ _Z7 16070 SECTIONAL 2'-0" 16'-0" 2'-0" 4'-10" 10" ` 10" BOX COLUMN, SEE EXTERIOR ELEV, 668 +42" 11 41— 4" J EQ EQ N 12'-0" ^ 18'4" BED 3 8'-1" CLG. o C 38'-0" BED 2 > 2468 8'-1" CLG. LINEN cV m BAG 4 EQ. SH N N c N I I WIC rn 2468I I 1N T- 18 -�2C4 � I 14 I � ? 1LID I 68 3050 SH 3050 H 3050 SH 3050 SH 1 5' 8" 3' 6" Imo— I 4'-T' 41P 1/2" 41I8 1/2" 12'-0 112" 2'-10 10 2'-4 1 /2" 5'-3 1 /2" 4'-5" 13'-10 1/2" 38'-0" FALSE SHUTTERS, I I L --_____ SEE EXTERIOR ELEV. J -------- FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR W/ SELF CLOSING HINGE OR APPROVED 20 MINUTE RATED DOOR. 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 4 WATER HEATER ON 18" HIGH PLATFORM 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 9 TEMPERED SAFETY GLASS 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 SECOND FLOOR PLAN 'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT I 38'-0" 15'-8" 10'-0" .y9i iiayyyYdJ J SEE OPT. COVERED PATIO 0 MULHERN+KULP-: 7V3" residential structural engineering PATIO Im ccJ 8'-8 1/2" 20 South Maple Street, Suite 150 • Ambler, PA 19002 i '-11 1/2" T-0" TO" p215.646.8001 • mulhemkulp.com 6'-0" 3'-0" 5'-4" 3050 SH 6068 S.G.D.3' 050 SH xren+ hai' tli; pia�la struave ay adhs i r ary"9c jiiumtlbi dekd m"tic 8xlplies 38'-0" 15'-8" 10'-0" 12'-4" SEE OPT. COVERED PATIO 0 ON SHT. 1 / FL 1.1.1 1 FL 4.1 PATIO Im ccJ 8'-8 1/2" 29'-3 1/2" '-11 1/2" T-0" TO" 6'-0" 6'-0" 3'-0" 5'-4" 3050 SH 6068 S.G.D.3' 050 SH ._ ffp 2468 i 6'-51/2" r 2'-3" +35" �? 11 PANTRY DIF- DINING - PDR0 D08'-4" CLG CN ( _ o , 6 col i " " I I ^ 9'-4" CLG. FAMILY 9'-4" CLG. II I —I II 2869 ACCESS 6-5 1/2" r 8'-1" 5'-1"m 4'-11 1/2" 9' 1" 4'-4" N 8'-1" 1`°� — MUD KITCHEN -- - N _ REF 11 +42".— SLOPING __17R Efl WF{ 6 5 1/2" II 4'-3 1/2" 0I II lu—tl—H-1�1�11—I W< I II II 1 II II II I N I < 311 II II II II II II r- 246& 011 II 1 II II II II II II T — II OII III II II II II II II �� LLI I II II I II II II II II II 11'-0 1/2" 3'-2" 3'-31/2" 6'-01/2" 7'-11/2" 4'-111/2" 13'-5" GARAGE o L FLEX 9'-4" CLG. 0 3050 SH 1'-2" 3'-0" �- �� '-2" I 3'-0" 4'-8 o PORCHI ' ED I SOFFIT, SEE EXTERIOR ELEV �Z ZZ _Z7 16070 SECTIONAL 2'-0" 16'-0" 2'-0" 4'-10" 10" ` 10" BOX COLUMN, SEE EXTERIOR ELEV, 41— 4" J 6'-0" 12'-0" ^ 18'4" 20'-0" 38'-0" FIRST FLOOR PLAN'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 0 00 0 LO VERIFY LOCATION IN FIELD ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 1.1 0 V/ LLJ Im ccJ L0 0 LL 04 SHEET N0: FL 1.1 H yi\,aaaf a7ilp0 12 ��� 12 MULHERN+KULP L10 778211 5 residential structural engineering rc a 5 20 South Maple Street, Suite 150 • Ambler, PA 19002 F` ' 4j".. p215.646.0001 • mulhemkulp.com p _ — — — —1, TK — — — — = 2ND FLOOR PL. HT. 2ND FL_WDW. HT. ISSUE DATE: 02.08.1 S FOR REVIEW LIJo BED 2 '' '' M. BED REVISIONS: � _ Co 0 12 — — 2ND FLOOR FIN. FLR. —V _ 1 ST FLOOR T.O.B. ® — Lu-- — _ _ — — _ — 1 ST FL_WDW. HT. Q0 FLEX C ¢ FAMILY ' These drawings are the oC v a property of Starlight ' ' Homes and are not to be utilized for construction, 1ST FLOOR FIN. FLR. or copied in part or in I L...... --I I L..__.I L...... -.III_. --..I L_.. I L........_i I I......._.I L....__.III__._._I I L..._..__I I I____-___, whole without permission 17 from the builder. © 2016 BUILDING SECTION I S 1 Starlight Homes e 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT LAST REVISION LAST SAVED BY: 1 0 C) (n LLJ O IM U LC) U) 0) CN 94 Wj SHEET NO: FL 4.1 ATTACHED TO EXT. WALL FACE W/ TRIM TO MATCH WINDOWS 12 5 L_WDW. HT. _ 2ND FLOOR FIN. FLR_ 1ST FLOOR T.O.B. _ rh 1 ST FLOOR FIN. FLR._ FRONT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 5 N jh 2ND FLOOR PL. HT. _ _ 21\11) FL_WDW. HT. _ _ - IT _ --- 1�-....... --.... ........__...-...... _.._..-..-..---------- ----- E13 S.omi'yaa��a7 AJ7Bi G Fl7/�7J N;r'' LG rte✓ MULHERN+KULP '° "8```� residential structural engineering k )1 tCrZ 20 South Maple Street, Suite 150 • Ambler, PA 19002 1 ; 't `�< p215.646.6001 • mulhemkulp.com 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/ 1 X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E18 PROVIDE GUARDRAIL PER STATE AND LOCAL CODES E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. ATTACHED TO EXT. WALL FACE W/ TRIM TO MATCH WINDOWS 12 5 L_WDW. HT. _ 2ND FLOOR FIN. FLR_ 1ST FLOOR T.O.B. _ rh 1 ST FLOOR FIN. FLR._ FRONT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 5 N jh 2ND FLOOR PL. HT. _ _ 21\11) FL_WDW. HT. _ _ - IT _ --- 1�-....... --.... ........__...-...... _.._..-..-..---------- ----- E13 S.omi'yaa��a7 AJ7Bi G Fl7/�7J N;r'' LG rte✓ MULHERN+KULP '° "8```� residential structural engineering k )1 tCrZ 20 South Maple Street, Suite 150 • Ambler, PA 19002 1 ; 't `�< p215.646.6001 • mulhemkulp.com r \ <• ; 111111 NOTES. ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE e THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. 72 ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE 0 WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL -WINDOW HEAD HEIGHTS: VJ 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS Z p 2ND FLOOR = 6'-8" U.N.O. ON ELEVATIONS Q 3RD FLOOR = T-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. W -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. ATTACHED TO EXT. WALL FACE W/ TRIM TO MATCH WINDOWS 12 5 L_WDW. HT. _ 2ND FLOOR FIN. FLR_ 1ST FLOOR T.O.B. _ rh 1 ST FLOOR FIN. FLR._ FRONT ELEVATION'S' 1/4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT 12 5 N jh 2ND FLOOR PL. HT. _ _ 21\11) FL_WDW. HT. _ _ - IT _ --- 1�-....... --.... ........__...-...... _.._..-..-..---------- ----- E13 S.omi'yaa��a7 AJ7Bi G Fl7/�7J N;r'' LG rte✓ MULHERN+KULP '° "8```� residential structural engineering k )1 tCrZ 20 South Maple Street, Suite 150 • Ambler, PA 19002 1 ; 't `�< p215.646.6001 • mulhemkulp.com r \ <• ; 12 5 s CZ V) Lu L O T ISSUE DATE: 02.08.18 FOR REVIEWS 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: 111111 Hill e EL= 12 5 s CZ V) Lu L O T ISSUE DATE: 02.08.18 FOR REVIEWS 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 e 0 VJ LU Z p Q W N I� a, SHEET NO: FL 5.1 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 PRODUCT SELECTED BY OWNER. VERIFY 1/300 WHEN A VAPOR BARRIER IS HAVING A WITH MANUFACTURER OF HIGH AND LOW TRANSMISSION RATE NOT EXCEEDING I -PERM INSTALLED VENTS TO BE USED FOR MINIMUM ON THE WARM -IN -WINTER SIDE OF THE CEILING. CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE GENERAL CONTRACTOR SHALL VERIFY THE NET FREE MAINTAINED. PROVIDE INSULATION STOP VENTILATION OF THE VENT PRODUCT SELECTED BY SUCH THAT INSULATION DOES NOT OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW OBSTRUCT FREE AIR MOVEMENT AS VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED BY THE BUILDING OFFICIAL. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP SUCH THAT ALL OVERLAP FRAMED ROOF AREAS SHALL INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT HAVE OPENINGS BETWEEN THE ADJACENT AS REQUIRED BY THE BUILDING OFFICIAL. ATTICS IN THE ROOF SHEATHING (AS ALLOWED BY THE STRUCTURAL ENGINEER) ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE TO ALLOW PASSAGE AND ATTIC VENTILATION OPENINGS BETWEEN THE ADJACENT ATTICS IN THE ROOF BETWEEN THE TWO OR ISOLATED ATTIC SHEATHING (AS ALLOWED BY THE STRUCTURAL SPACES SHALL BE VENTED INDEPENDENTLY ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION TO MEET 2017 FLORIDA BUILDING CODES. BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED INDEPENDENTLY TO MEET 2017 FLORIDA PER DEVELOPER, AT ALL CANTILEVERED BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED ABOVE, PROVIDE A CONTINUOUS 2" FROM THE VENTING CALCULATIONS SHOWN ABOVE, CORROSION RESISTANT SOFFIT VENT AT PROVIDE A CONTINUOUS 2" CORROSION RESISTANT UNDERSIDE OF FRAMED ELEMENT. SOFFIT VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS AN STREET OR APPROVED DRAINAGE FACILITY. SHOP DRAWING TO THE BUILDER'S GENERAL CONTRACTOR AND DASHED LINES INDICATE WALL BELOW. BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALC. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1216 SF 291.84 int 583.68 in' AREA 2 130 SF 31.20 int 62.40 int AREA 3 80 SF 19.20 inz 38.40 in' �j II .j I! i� /5:12 EAVE 5:12 j —�---- T` q w 15'-10" 6'-4" I I L 15'-10" ' Y r ¢ I N I 611- u? I TIGHT TIGHT I AREA 2 , I RAKE I > RAKE L------------------ __L_ ----_J_ ROOF PLANS &%11 = 1'-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT Lu a W `10 77824 MULHERN+KULP,1 ,tip residential structural engineering; t: d :rx 20 South Maple Street, Suite 150 • Ambler, PA 1900Z O '• �✓ r•. P215.646.8001 • mulhemkulp.com �°�`�•-,• ,T � `•, n�.•,°:"• CD + V) w 0 T F-- ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 5.1.1 • • SHEET NO: FL 5.1.1 1— CD V) +— w J � 0 S Q ISSUE DATE: 02.08.18 FOR REVIEW REVISIONS: 7Z< w PATIO r--------------- t..._. -.-...J WIC jv , Q - \. \. HB 0'-1" CLG. \ TV ' P/GFI E E w o W w ^ ' - -W I B, 1„ r G, �j [� j MD E 1 -� I 1 These drawings are the property of Starlight Homes and are not to be 0 = K ¢ LL z /' W -l" CLG. PANTRY GF I ' ❑construction, TV in ¢ Y = 3 3 O ¢ w O o it w = LU ¢ ¢ mo i ¢ o < 0 z a v 0 Z a 4B-1 Z Z a= o m°^ J m 0 m 3 cc z `° M m 0 _FL a O O w x 2 O}--� rt w z i— � 00 0 o< �{ r GFI / GFI / �® �9� ' HVAC /' �r 8`-1" CLG. r ��_�''�KEYLESS / —_ _ GFI- -220VJ - - - - / -- (— — —I � —" r(-..-..- Q I GFI I`! I I I p i I I PJi GFH I Fj(:)16)PDR I " 1 8. 4.. CLG 10 I I --I --- I I GFI - - I I I / / / ��. / �DINING �pq AM I LY s 4 CLG. \' \ orllcopied part orin whole without permission from the builder. 2016 Starlight Homes LAST REVISION Q W w T o o cc o Y , I \ L J I I GFI._._ Ll 1 9'- t' CLG. \ rO STANDARD ELECTRICAL BOX HEIGHTS KEYLESS J _jLIGHT IN ATTIC _. s�� ,/ s —(� OCGHT '!SWITCH S i i i i i i i• i i i i iIBELOW ��® {�14�(;}–I� \ REF I / \ / --- — LAST SAVED BY: '!SWITCH — — 3, GEL- ............ ..._..._....... _- ._ _.. WP/GFI e i u S G I S 3 u o u n u u' AT A/C ALL CABINE GFI O GFI O LIGHT (WIi \ u ii ii TOu ' COND. o - / �� -y \ —REL. SERVICE ° p Iii a OV iii J % ; / �� PUMP 'I \ PANEL CH .,i n � u ' ii o Al In LL a 0 Uj N /, \ / \ , �- D 2 -ti . DED 2 8'-1" CLG. DED 3 1 \ ELEC. WATER HEATER \ 1 ' r A/C DISCONNECT 0 U) WU) 1 8'-1" CLG. 8'-!" CLG. I i / f ") 1 �'�� TELEPHm TELEVISION FLEX SERVICE BOX 0 ZD I I W-4" CLG. � z IQ x_._ ~ - -...__ -. K�YLESS KEYLESS VU / \ / SERVICE PANED ELECTRIC METER 30" HIGH v = BASE CABINET VANITY m I I I GDO DEDICATED / \ 1 / WP/GFI Z Q CABINET 0 CIRCUIT / 3 Im IL o L --------------------------)-------L SECOND FLOOR UTILITY PLAN �' GARAGE ' I WP/ ( - � ✓� HB _ H SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS ISI / PORCH I;I 2 N 1/4"= V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X17" LAYOUT COACH LIGHT / NOTES: • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. LEGEND: 0 CHIMES /� FIRST FLOOR UTILITY PLAN'S' PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. DUPLEX OUTLET CEILING MOUN TED INCANDESCEN r LIGHT FIXTURE C� PUSHBUTTON SWITCH / �O,\ CEILING FAN /1 (PROVIDE ADEQUATE SUPPORT) ` 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." p wN,�, EXTRA DUTY WEATHERPROOF GFI H ARD SMOKE DETECTOR DUPLEX OUTLET �� WALL MOUNTED INCANDESCENT so HARDWIRED AND INTER- GROUND -FAULT CIRCUIT -INTERRUPTER LIGHT FIXTURE CONNECTED W/ BATTER v � /� // CEILING FAN WITH INCANDESCENT LIGHT FIXTURE nj cFi DUPLEX OUTLET BACK-UP � /j ADEQUATE SUPPORT) ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE RECESSED INCANDESCENT LIGHT FIXTURE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. OR CEILING MOUNTED LED FIXTURE CO2 DETECTOR \\ V v (PROVIDE HALF-SWTrCHED DUPLEX OUTLET PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY (VP) =VAPOR PROOF o HARDWIRED AND INTER- CONNECTED W/ BATTER NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �p z:w 220 voLr ou rLEr (� EXHAUST FAN (VENT TO EXTERIOR) BACK-UP PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL �® GAS SUPPLY WITH VALVE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q REINFORCED JUNCTION BOX 0 THERMOSTAT EXHAUST FAN/LIGHT COMBINATION }' „s HOSE BIBB SHEET NO: ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (DENT TO EXTERIOR) 0 TELEPHONE HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. f WALL SWITCH TELEVISION Lw 1/4" WATER STUB OUT ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT THREE-WAY SWI rCH FLUORESCENT LIGHT FIXTURE 8 ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. C7�_ ELECTRIC PANEL PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S $ 4 FOUR-WAY SWITCH TECH HUB SYSTEM ,6 DISCONNECT SWITCH WRITTEN INSTRUCTIONS. WALL SCONCE FL 6.1 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. CONNECTION 5PECIFICATIONS (TYP. U.N.O.) 140 MPH Wind Lone Ex o5ure G DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOLT TO 50LE PLATE (3) 'FOENAIL5 (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (1) NAIL o 4" o.c. (1) NAIL ® 4" o.c- -STUD STUD TO SOLE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO 51UD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 6" ox. TOENAILS 0 (9" o.c.* BLK'6. BTWN..JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE 51UD NAILS 0 24" ox.. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTING HALLS (2) NAILS (2) NAILS * 21'2"x0.113 15 AN AGGFPTABLE ALTERNATIVE To A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) Window � Door AIlovwable Wind PreS5ure5 140 MPH Wind Lone Ex o5ure G OPENING SIZE INTERIOR ZONES END ZONE5(D 8' Garage Door 125.1 PSF/-28.4 PSF +25.1 P5F/-28.4 PSF I6Garage Door, +24.1 PSF/-26.8 PSF +24.1 P5F/-26.8 PSF 10 SOFT. +28.8 P5F/-31.2 P5F +26.6 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-2q.q P5F +27.5 PSF/-35.1 P5F 50 SOFT. +25.8 P5F/-28.3 PSF +25.6 P5F/-32.5 PSF 100 SOFT. +24.5 P5F/-26.q PSF +24.5 PSF/-2q.q PSF 500 SOFT. +21.5 P5F/-23.q P5F +21.5 P5F/-23.q PSF (DEnd Zone is defined o5 the smaller of IO% of Iea5t horiz. dim. or 40% OF mean roof height, but riot 1e55 than 4% of least horiz. dim. or 3 ft. FLOOR FRAMING • I -JOISTS/ BUSSES SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HANGERS SHALL BE SPEGIFIED BY I -JOIST !TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOWARU55 SHOP DW65. SHALL BE 5UBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF, DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDOE5, FASTEN 5HEATHING TO FRAMING MEMBERS V1/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. EXTERIOR $ SHEAR NALL SHEATHING- SPEG I E I GATI ONS STANDARD EXTERIOR WALL SHEATHING REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ "1/16" PLYWOOD OR 0513 FASTENED W 22'x0.131" NAIL5 @ 6" O.G. AT ALL PANEL EDGES AND o 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMIN6 @ I6"o.G. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"ox- USE (8) 5V2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALLS ARE GONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARGHITEGTURAL PRANIN65 FOR ADD'L WALL GONSTRUGTION REQUIREMENT5. 1. ALL EXTERIOR WALLS CONSIDERED FOR SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGFOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/&, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W/ 2%"x0.113" RING SHANK (8585-01) NAILS (OR BETTER) ® 6" o.c. PANEL EDOE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. FASTEN 5HEATHING TO GABLE END 4 DKA6 TRUSSES w/ NAILS a 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDOE5 4 FASTEN W/ 212"x0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TR055 BELOW w/ USP MTW12 AND (2) 3"x0.131" TOENAIL5 TO EACH TRUSS BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • D)PPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LFPOER FASTENED TO FRAMING W/(2 3"x0.131" NAILS @ 16" O.G. UPLIFT CONNECTORS INDICATES LOCATION AND EXTENT OF TRU55 5HEARWALL WFIIGFI P.EGUIP.E5 SHEATHING- HEATHINGAND/ [I0-1 AND/OR FASTENING SPEGIFIGATION5 HP -2 BEYOND THAT OF rANDARD < 15' G01\15TRUGTION SYMBOL SHEAR PANEL 5PEG. -(/I6" PLYWOOD OR 0513 FASTENED w/ PI 2Y2"x0.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN "SHE PANEL FIELD. SIMP50N HIOA 7/16" PLYWOOD OR 05B FASTENED w/ P3 2'2"x0.131" NAILS @ 3" o.G. ALONG PANEL WOOD 51UP WALL/WOOD BEAM ED6E5 AND 12" o.6. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENT5: SHEATH ALL EXTERIOR WOOD FRAMED WALLS w/ "1/16" PLYWOOD OR 0513 FASTENED W 22'x0.131" NAIL5 @ 6" O.G. AT ALL PANEL EDGES AND o 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMIN6 @ I6"o.G. MAX. U.N.O. ON PLAN. 3. SHEATHING SHALL BE GONTINUOU5 FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR WALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"ox- USE (8) 5V2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 5. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEAR WALL5 AND EXTERIOR WALLS ARE GONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 6. SEE ARGHITEGTURAL PRANIN65 FOR ADD'L WALL GONSTRUGTION REQUIREMENT5. 1. ALL EXTERIOR WALLS CONSIDERED FOR SHEAR WALLS. 8. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGFOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/&, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W/ 2%"x0.113" RING SHANK (8585-01) NAILS (OR BETTER) ® 6" o.c. PANEL EDOE5 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. FASTEN 5HEATHING TO GABLE END 4 DKA6 TRUSSES w/ NAILS a 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGE5, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDOE5 4 FASTEN W/ 212"x0.131" NAILS ® 4" O.G. AN END ZONE 15 DEFINED A5 10% OF THE BUILDIN65 LEAST HORIZ. DIMENSION (I.E.: 30' WIDE = 3' END ZONE). • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH END TO TR055 BELOW w/ USP MTW12 AND (2) 3"x0.131" TOENAIL5 TO EACH TRUSS BETWEEN. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • D)PPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LFPOER FASTENED TO FRAMING W/(2 3"x0.131" NAILS @ 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 GONNEC'FOR [I0-1 LENGTH HP -2 51MP50N MST666 STRAP TIE (24" END LENGTH) (M5TC6(qB3 ALTERNATE) < 15' 51MP50N H2.5A SINGLE ROOF TRU55 BEARING ON WOOD 5HU WALL/WOOD BEAM > 15' SIMP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP5ON HT520 WOOD 51UP WALL/WOOD BEAM SINGLE ROOF TP.U55 OR PORCH ALL 5I1NiP50N HETAI6 BEAM BEAMING ON GMU WALL ROOF GIRDER TRU55 OR FLUSH ALL (2) SIMP50N HEI -Alb BEAM BEARING ON GMU WALL ALL BEARING POINT5 OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 LISTED ABOVE. LEGEND • ® INTERIOR BEARING WALL •---� BEARING WALL ABOVE • - • • ® BEAM / HEADER • ®® LOCATION AND EXTENT OF SHEAR WALL I: :I EXTENT OF oVERFRAMIN6 INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) JL METAL HANGER INDICATES F05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL UE5GRIPTION LABEL DE5GRIPTION (2)2x6 5PF OR 5YP #2 W/ 35'x5.5" AFP I.bE SHORr (2)2x6 1/2' PLYWD FLITCH PLATE 1WX6 SPAN HEADER (2)2x8 5PF OR 5YP #2 VJ/ 3Wx55' AFP 1.6E 5HORT (2)2xb 1/2' PLYWD FLITCH PLATE 114x6 SPAN HEADER H4x10 (2)2x10 2 2x10 5PF OR 5YP 't2 W/ 55'xq.5" AFP 1.6E 5HORT I/2' PLYWD FLITCH PLATE 5PAN HEADER (2)2x12 2 2x12 SPF OR 5YP �2 YU H4x10 3.5'xq.5" AFP LGE 511ORT /2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 5PF OR 5YP 112 BUILT-UP HEADER5 ARE SPECIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE 5U135THUTED PER THE HEADER 5UB5TIiUrION 5GHEVULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 p51, Fb = 1,500 p51, Fv = 1-15 psl, Fc -perp = 650 psl. 3. AFP 1.6E SHOR175PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE SPEGIFIED ON THE PLANS. 4. REFER TO THE 51-ANDARD HEADER NOTES WT THIN GENERAL FRAMING No rE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2017) FLORIDA BUILDING CODE (SEGTION 1601) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING GOMMUNITIES ONLY: 140 MPH - EXP. G WHISPERIN6 RIDGE ST. JAMES GROSSI N6 SHEARNATER ESTATES WYNDHAM PRESERVE - BRISSON E. ANY GOMMUNIT-r NOT LIs- QED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM MULHERN i K.ULP STRUGTURAL ENGINEERING. GENERAL 5TRUCTUR)4L NOTE5 • DESIGN 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = 1 PSF T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS) = 30 PSF @ SLEEPING AREAS = 50 P5F @ GARAGE DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD 51UD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YPn2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 51UD BEARING WALLS SHALL BE 2x4 SPF OR 5YP '51UD' GRAPE LUMBER ® I6" O.G., OR BETTER (TVP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® 16' O.G. (MAX). • ALL NON -BEAKING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK SND 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 51UD5 SPEGIFIED AT A 5UPPoRT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR 42 (5PF) OR 50UTHERN PINE t#2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. STA66EKED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. 5TA6GERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 0513 FASTENED W/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p51; E=1.55xIO" b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 p51 • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS @ 8" 0/6 OR 2 ROWSY4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3/2" TRU55LOK 56REW5) 0 I6" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM ED(5E. SOLID 3Y2" OR 5Y4' BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBER5. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MF50N 51)5 5GREW5 (OR 6 3/4' [RU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENINe AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GSEW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 501-11) 1" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 51U1)5 IN GONTAGT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPCON5 o 24" O.G. seal: ,12/«/201.7 9 77824 '31 OF r�4 d,.s •" � r It � V �• A�w © copyright: MULUEM & KUIP St -t-1 Eiyinee,iny, hx. M&K project number: 1 81-1 6005 project mgr, S D I drawn by: JAI issue date: 10-2 4- 1 6 REVISIONS; date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 T' HOLD-DOWN SCHEDULE SYMBOL 5PEGIFIGATION [I0-1 SIMPSON HTT-4 HOLD-DOWN (w/ 55TBI(9 A.B) HP -2 51MP50N MST666 STRAP TIE (24" END LENGTH) (M5TC6(qB3 ALTERNATE) LEGEND • ® INTERIOR BEARING WALL •---� BEARING WALL ABOVE • - • • ® BEAM / HEADER • ®® LOCATION AND EXTENT OF SHEAR WALL I: :I EXTENT OF oVERFRAMIN6 INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) JL METAL HANGER INDICATES F05T ABOVE. PROVIDE SOLID 13LOGKIN6 UNDER POST OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL UE5GRIPTION LABEL DE5GRIPTION (2)2x6 5PF OR 5YP #2 W/ 35'x5.5" AFP I.bE SHORr (2)2x6 1/2' PLYWD FLITCH PLATE 1WX6 SPAN HEADER (2)2x8 5PF OR 5YP #2 VJ/ 3Wx55' AFP 1.6E 5HORT (2)2xb 1/2' PLYWD FLITCH PLATE 114x6 SPAN HEADER H4x10 (2)2x10 2 2x10 5PF OR 5YP 't2 W/ 55'xq.5" AFP 1.6E 5HORT I/2' PLYWD FLITCH PLATE 5PAN HEADER (2)2x12 2 2x12 SPF OR 5YP �2 YU H4x10 3.5'xq.5" AFP LGE 511ORT /2" PLYWD FLITCH PLATE SPAN HEADER I. WHERE 5PF OR 5YP 112 BUILT-UP HEADER5 ARE SPECIFIED ON THE PLANS, ANTHONY FOREST PRODUGT5 (AFP) I.6E 5HORT5PAN HEADERS MAY BE 5U135THUTED PER THE HEADER 5UB5TIiUrION 5GHEVULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 p51, Fb = 1,500 p51, Fv = 1-15 psl, Fc -perp = 650 psl. 3. AFP 1.6E SHOR175PAN HEADER5 MAY NOT BE 5UB5TITUTED WHERE BUILT-UP LVL HEADER5 ARE SPEGIFIED ON THE PLANS. 4. REFER TO THE 51-ANDARD HEADER NOTES WT THIN GENERAL FRAMING No rE5 ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2017) FLORIDA BUILDING CODE (SEGTION 1601) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING GOMMUNITIES ONLY: 140 MPH - EXP. G WHISPERIN6 RIDGE ST. JAMES GROSSI N6 SHEARNATER ESTATES WYNDHAM PRESERVE - BRISSON E. ANY GOMMUNIT-r NOT LIs- QED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM MULHERN i K.ULP STRUGTURAL ENGINEERING. GENERAL 5TRUCTUR)4L NOTE5 • DESIGN 15 BA5ED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = 1 PSF T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS) = 30 PSF @ SLEEPING AREAS = 50 P5F @ GARAGE DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD 51UD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YPn2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 51UD BEARING WALLS SHALL BE 2x4 SPF OR 5YP '51UD' GRAPE LUMBER ® I6" O.G., OR BETTER (TVP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® 16' O.G. (MAX). • ALL NON -BEAKING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX.). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK SND 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 51UD5 SPEGIFIED AT A 5UPPoRT INDIGATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR 42 (5PF) OR 50UTHERN PINE t#2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. STA66EKED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. 5TA6GERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 0513 FASTENED W/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p51; E=1.55xIO" b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 p51 • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"x0.131" NAILS @ 8" 0/6 OR 2 ROWSY4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3/2" TRU55LOK 56REW5) 0 I6" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3 -PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/56REW5 2" FROM ED(5E. SOLID 3Y2" OR 5Y4' BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBER5. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF Y4"xb" 51MF50N 51)5 5GREW5 (OR 6 3/4' [RU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENINe AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GSEW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 501-11) 1" BEAM 15 AGGEPTABLE. • ALL EXTERIOR 4x4 WOOD POSTS SHALL HAVE 51MP50N PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL 51U1)5 IN GONTAGT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPCON5 o 24" O.G. seal: ,12/«/201.7 9 77824 '31 OF r�4 d,.s •" � r It � V �• A�w © copyright: MULUEM & KUIP St -t-1 Eiyinee,iny, hx. M&K project number: 1 81-1 6005 project mgr, S D I drawn by: JAI issue date: 10-2 4- 1 6 REVISIONS; date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 T' sheet: SG'*0 MK sheet: SG'*0 <r _ � G N ii O IQ C a r n 16'-o"XI.-o" GARAGE DOOR 38'-0" 36-4" Il' -2" 13'-6" 3'-8" • 4'-4"START 0 �o O N m N MA50NRY LINTEL A55EMEUE5 SEE SCHEDULE AND 5PECIFICATION5 FOR ADD'L INFO REINFORCEMENT eRwr BOTTOM REIN. MD -1 8F8 -00/0T -FRECA5T LINTEL w/ EMBEDDED REIN. WFrA5T L1RTtL rV EMBEDDED REIN. ---- (1) 05 MB -1 MB -2 H3 VERTICAL 'fIES 4'o.c. N/ MB -4 8FI6-28/IT (I) 5 (2) 5 180 DEGREE HOOK r4B APPROVED LINTEL MANUFA6'fURER5 ARE: GA5T-6RETE, QUALITY PRECAST GO., -......:' TOP REIN. NOTES: TOP REIN. 2. SHORE FILLED LINTEL5 A5 REQURIED. T'"`, 4. DO NOT CU r OR MODIFY PRE5TRE55ED LINTELS. VERTIC& REAR TIE" 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. c4 WT • ® -= BOTTOM REIN. I EMBEDDED ° ® - BOTTOM REIN. EDDW REIN. _ FEW -I M I HIS A56EMBLY REO. MB -3/ MB -3A MB SPUR x �LE�T -4/ MB -4A M�-�A LINTELS: LINTEL5 DE516+JATED MITI AN 11133AMA SHALL BE COl✓: 1 HIED TIE SAME A5 MO -314 EXLEPT THE DEPTH SHALL BE MODIFIED FROM I'-4' TO 1'-2' BY FIELD CUTTING TIE TOP OF HE PPE-GAST LINTEL XM 2'. ALL OTHER 5FECIFILATION6 SHALL REMAIN THE SAME. WND BEAM REINF 5RAU RIM CANT THIR) TOP LINTEL 02R5E. MA50NRY LINTEL DETAILS : REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MD -1 8F8 -00/0T ----- ---- MU-2 8F8-I15/0T ---- (1) 05 MB -3 8F16-I13/IT (1) 45 (I) 05 H3 VERTICAL 'fIES 4'o.c. N/ MB -4 8FI6-28/IT (I) 5 (2) 5 180 DEGREE HOOK r4B APPROVED LINTEL MANUFA6'fURER5 ARE: GA5T-6RETE, QUALITY PRECAST GO., AND LOTTS GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE51"RE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING V.N.O. 4. DO NOT CU r OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENr SHALL BE GRADE 60, f9=60 0 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. TERMITE PROTECTION - 5ENTRIGON (AS CHOSEN BY BUILDER) I. TERMITE PROTECTION 541ALL BE IN ACCORDANCE WITH THE FBG R318 AND ALL RELATED SUBCATEGORIES. 2. PROTEGrIVE SLEEVES AROUND PIPING PENETRATING GONGRETE 5LAB-ON-GRADE FLOORS SHALL NO T BE OF GELLUL05E CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE MAXIMUM HALL THICKNESS OF 0.010 INCH AND BE SEALED WITHIN THE 5LAB U51NO A NON-GORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR 5PAGE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305mm) AWAY FROM THE 5TRU6TURE 51DENALL, NHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCKS. GUTTERS WITH DONN5PUT5 ARE REQUIRED ON ALL BUILDINGS HI FH EAVES OF LE55 THAN 6 INCHES (152mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF GENERAL 5TRUGTURAL NOTES FOUNDATION • DE510N IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THE5E FOOI-IN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE BOIL BEARING CAPACITY OF 1,500 P5F. THESE FOUNDATION DESIGNS ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER. THAN THE 1500 PSF MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRESENT, TfIE5E FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER. EXPOSED TO WEATHER OR IN GONTAGT 1^U CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. •BUILDER TO VERIFY CORRO51ON-RE5I5TANCE COMPATIBILITY OF HARDNARE $ FA5TENER5 IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HAKDNARE 5UPPLIER5 TO GOURD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONN6 MINIMUM GOMPKE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: N, = 2,500 psi: ....... FOOTINGS 2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p51 ...... RE13AR • ALL GONGRETE EXPOSED TO THE NEATfIER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS 5HALL BEAR AT LEA5T 12" BELOW FIN15H 6RAE. • FOOTINGS AND 5LA5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR 95% GOMPAG rED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGE5, AND OTHER LOCATIONS HHERE SLAB GRAGKS ARE LIKELY TO DEVELOP. (2o' -o" O ) • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 511ALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5FM G4 -I6 F'c=3000 P51 w/ MAX ," AG6RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM G90 WITH A MINIMUM COMPRESSIVE 5TRENGTH OF MOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G2-10, TYPE 5. GNU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGAIED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN NIMH FOOTING DONEL BELON. PROVIDE MIN 30" LAP SPLICE HITH FOOTING DONEL. • GROUT SOLID ALL P.EINFORGED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE CONTINUOUS FULL LENGTH OF NALL • PROVIDE (1) 415 BAR GROUfED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL WALL CORNER5. • VERTIGAL REINFORGEMENT SHALL BE FIELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE GEN "TER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6'-0" O.G. IN EXTERIOR WALL5. (AS SHONN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDERS 1-0 VERIFY. seal: 12/15/2011 77;32,, © copyright: MULHERN &KULP SIIIA -I Engineering, Inc. 1�. Cc:) Q) rn C Q rn a y a Z(o • E 7 n U t� U WN m N � a m � E + ao C m N 0 N � N 4 M&K project number: 181-16005 projed mgr: S p I drawn by, JAI issue date: 10-2 4- 1 6 REVISIONS: date: initial z O Lo CL o) W � 0 � U `� Q 0 z j C( 0 O sheet: LEFT HAND - �L®GK ��N REFER TO 5-0.0 EOR TYPIG�L N I SCALE:/8"=1'-O" ELEV. 5 & U STRUCTURAL NOTES $ SCHEDULES IS2oO v r : 01-31-17 SDI 06-05-17 JTS 12-11-17 MK z O Lo CL o) W � 0 � U `� Q 0 z j C( 0 O sheet: LEFT HAND - �L®GK ��N REFER TO 5-0.0 EOR TYPIG�L N I SCALE:/8"=1'-O" ELEV. 5 & U STRUCTURAL NOTES $ SCHEDULES IS2oO v r -t d- 8' GMU BLOCK R4.1 FI -FOIL OR #5 FROM FTG. 'r0 EQUAL OVER Y4' N FURR STRIPS BOND BEAM. SPLICE r0 BE MIN. 30" GONG. 5LA13 N/ GROUT DELL 50LID WWF OR FIBERME5H N REINF. OVER 6 MIL. VAPOR BARRIER z III=— II—III III 1 � GRADE II III—III—III-III. Q) 111=111=111=III ^: ' < I—III—III=1T_I—'' Q ' —III—III=III— III=III=III- 'I III -III=' • . �. III—III i.l ' I —I I I I II 11=1 11=1 11= I I I II I I� I I=1 I I I I1=111—III- [— GLEAN "' — I TTI I MONOLITHIC COMPACTED FILL I, O, FOI,NDAFION W/ a q5% STANDARD (2) #5 HORIZ. DEN51FY MIN. CONT. ON GHAIR5 (3" WHERE 2ND 5"roRY MIN. coVER) OGGUR5 FTG. SHALL BE 1'-4' WIDE N/ (2) #5 BAR5 � FOOTING SECTION W/ BLOCK DETAIL SCALE: NT5 II NON -LOAD BRC. WALL GARAGE VINTERIOR, OFFSET FOOTING NONBEARING DETAIL 5 SCALP, NTS 3/q" RECESS a SLIDING GLA55 UR. 51LL FORME EXTERIOR OUT5WIN6 4 56D SCALP, NM :Q ilm 51LL5 DETAIL 8' CMU BLOCK (1) #5 FROM Pro.'r0 BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID MATCH CMV LEDGE x PER 1/51)1.0 GRADE °'' X111=III=III=III=III= COMPACTED FILL I'_O' FOUNDATION W/ ® q5% STANDARD (2) 45 HORIZ. DENSITY MIN. f GONG ON CHAIRS 5WHERE 2ND 5'rok r (3" MIN. GOVER) OGCUR5 FTG. SHALL BE -4" WIDE N/ (2) 45 BARS n GR�GE CURB DETAIL SLOPE Yi' GYP. BD. EA. 51DE (SEE PLAN) SILL FORMED ON 51TE 3Y2' GONG. SLAB GARAGE (2500 P.5.1) W/ 6x6 — " TOP VIEW 10/10 W.W.M. AND 6 MIL. @CORNER m L VAPOR BARRIER �_----GARAGF WALL a 2'-8" O.G. AND 12" MAX FROM —3 Yl' GONG. SLAB Ln 4" END OF WAIL NNLE55 NOTED V ��I=TR=III=III. OFHERWISE ON PLAN5) d , EXP JOINT °j " PER MFG. SPECS EXTERIOR OUT5WIN6 4 56D SCALP, NM :Q ilm 51LL5 DETAIL 8' CMU BLOCK (1) #5 FROM Pro.'r0 BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL SOLID MATCH CMV LEDGE x PER 1/51)1.0 GRADE °'' X111=III=III=III=III= COMPACTED FILL I'_O' FOUNDATION W/ ® q5% STANDARD (2) 45 HORIZ. DENSITY MIN. f GONG ON CHAIRS 5WHERE 2ND 5'rok r (3" MIN. GOVER) OGCUR5 FTG. SHALL BE -4" WIDE N/ (2) 45 BARS n GR�GE CURB DETAIL 20"x8" "THICKENED EDGE W/ (2) #5 CONT. Nz HICKENED EDGE @ GARAGE DOOR DETAIL (,, N15 8' GMU BLOCK 0) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25' GROUT CELL SOLID Ni R4.1 FI -FOIL OR EQUAL OVER. FURR 5TRIP5 3Y2' GONG. 5LAB N/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER 11-1 I —1 I —I I I— TTI -1 11=1 11=1 I I- I' EV IAIG CHASE PVC SLEFVE ro BE [NICE THE DIAMETER OF PROTECTED PIPE N CHA5E DETAIL kv) SCALP, NTS FILLED CELLS Yi' GYP. BD. EA. 51DE (SEE PLAN) 4" GARAGE — " TOP VIEW @CORNER F- 7 FASTEN F /Y4'x5" LONG TAT'GON5 �_----GARAGF WALL a 2'-8" O.G. AND 12" MAX FROM —3 Yl' GONG. SLAB Ln 4" END OF WAIL NNLE55 NOTED ��.•��.�, ,. ��I=TR=III=III. 20"x8" "THICKENED EDGE W/ (2) #5 CONT. Nz HICKENED EDGE @ GARAGE DOOR DETAIL (,, N15 8' GMU BLOCK 0) #5 FROM FTG. TO BOND BEAM. SPLICE TO BE MIN. 25' GROUT CELL SOLID Ni R4.1 FI -FOIL OR EQUAL OVER. FURR 5TRIP5 3Y2' GONG. 5LAB N/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER 11-1 I —1 I —I I I— TTI -1 11=1 11=1 I I- I' EV IAIG CHASE PVC SLEFVE ro BE [NICE THE DIAMETER OF PROTECTED PIPE N CHA5E DETAIL kv) SCALP, NTS #5 HOPIZ. CONT. ON GHAIR5 (3" MIN. COVER) WHERE 2ND 5TOKY OGGUR5 FTG. SHALL BE I'-8" WIDE N/ (3) 45 BAR5 UPLIFT GONNEGFORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, EFG. ARE Nor REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED O FIIERN15E ON PLANS INT. BEARING WALL FOOTING DETAIL 8"x8' THICKENED SLAB W/ p) #5 CONT. THICKENED EDGE DETAIL (j�SCALP, NPS 8" GMU BLOCK (1) 45 VERT. IN GROUTED DELL, Ft,LL HT. (SEE PLANS FOR LOCATIONS) rik-iku cv q PROVIDE 30" MIN. LAP SPLICE 3Y2' GONG. 5LAB N/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER BREAK FACE SHELL To ALLOW FOR SLAB _ --GROUT SOLID -I I 1=III-III BELOW 5LAB DOWN �= TO FOOTING (1) #5 DOWEL 5`V 6' 12"Ab" CONT. cow. HOOK (SEE PLANS FTG. W/ (2) #5 HORIZ. FOR LOGATION) GONF. ON CHAIRS, (3" MIN. COVER) n DROPPED GRADE DETAIL SCALE, M Yz" GYP. BD. EA. 51UE INTERIOR OF 2x45 a 1616" O.G. GARAGE FASTEN w/Y4"x5" LONG TAPGON5 ® 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF WALL (UNLESS NO FED 1 1/2" OTHEPH15E ON PLANS) F2 5fUO PLATE "FIE5 a SND ? PT BOT. PLT- \ I TOP d BOT. (IF NO FED ON PLANS) d, _ n (2) #5 HORIZ. CONT. ON CHAIRS _ 10" 10° MIN. COVER) UPLIFT CONNECTORS SUCH A5 51UD PLATE "TIES, FIURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERN15E ON PLANS e-7) OFFSET FOOTING BEARING DETAIL NZ/ SCALE: RM 8" GW BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER Y4' 4 TURK STRIPS 3Y2" GONG. SLAB N/ MTL. THRE5HOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) I— T =ll1=U:. I I 1=111-1 T 1-111-'1-1 =1 11—i I M11—I II ,:.. 1 1=111=1_I 1=1 I 111111111111111111 1111111111111111- GLEAN GOMPAGTED' �_— T —I 11-10 7.m I1—I1I—= FILL a 15% STANDARD PEN5I1Y AND TERMITE I =1 T I=III-III-III T — ' TREATED II=„III=III—III—III—I"- MONOLITHC FOUNDATION W/ (2) #5 HORIZ. CONT. ON GHAIR5 MIN. 0" MIN. COVER) WHFRE 2ND STORY 06GUR5 PTO.5HALL BE 1'-4” WIDE N/ (2) #5 BAPS ENTRY DOOR DETAIL \n/ SCALP. NTS 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER a/4" 0) 05 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE To BE MIN. 30.. 3Y2" GONG. SLAB N/ GROUT CELL 50LIP WWF OR FIBERME511 PORCH 5LAB REINF. OVER 6 MIL. c\! VAPOR BARRIER (SEE PLAID - � z - d I- i ITII II—I I I—T d, I T T I—I T I—III I 11- t 111=T I :' 1 f 1I1=1 1= r EXP JOINT .— III— TTI—III=1 T 1=1 -1II—III— - 4 III—III—I' —III -11 • . ° 1=III=III Tom( /T1=1T-, MONOLITHIC GLEAN-/ TI = I -1 i-' FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. a q5% STANDARD -O' CONT. ON CHAIRS DENSITY MIN. (3' MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4' WIDE N/ (2) 05 BARS EXTERIOR WALL @ PORCH 5LA5 DETAIL U SCALP, Nis LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REGUIRED ALL APDL I GABLE AREAS. THESE HHERE 5PEG I F I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 12/15/2011 .y"t 93 is 55:,x. o NO 77624 :Y r� :r © ccpynght . MULHERN & KULP Structural Engineering, Inc. c ¢ rn a E Z U Q3 j Y Wca °' Y U) E 1E .!2 en. �o D� .N o N � N 4 MW project number: 181-1 6005 project mgr; S D I drawn by: JAI issue date: 10-24-1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK CD V) ® LU 0 T V % U) Yi' GYP. BD. EA. 51DE OF 2x'5 a 16" O.G. 51UD PLANE TIES a 5ND TOP 4 BOT. IF NOTED UN PLANS5)) FASTEN F /Y4'x5" LONG TAT'GON5 0 a 2'-8" O.G. AND 12" MAX FROM z END OF WAIL NNLE55 NOTED PL BOT. PLL OFHERWISE ON PLAN5) d , I— &�L �111 1I -III II--1If�I=I III--1II-IIIII -1Tf—,=---I- #5 HOPIZ. CONT. ON GHAIR5 (3" MIN. COVER) WHERE 2ND 5TOKY OGGUR5 FTG. SHALL BE I'-8" WIDE N/ (3) 45 BAR5 UPLIFT GONNEGFORS SUCH A5 STUD PLATE TIES, HURRICANE CLIPS, EFG. ARE Nor REQUIRED ON WALLS NOT EXP05ED TO UPLIFT FORGES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED O FIIERN15E ON PLANS INT. BEARING WALL FOOTING DETAIL 8"x8' THICKENED SLAB W/ p) #5 CONT. THICKENED EDGE DETAIL (j�SCALP, NPS 8" GMU BLOCK (1) 45 VERT. IN GROUTED DELL, Ft,LL HT. (SEE PLANS FOR LOCATIONS) rik-iku cv q PROVIDE 30" MIN. LAP SPLICE 3Y2' GONG. 5LAB N/ WWF OR FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER BREAK FACE SHELL To ALLOW FOR SLAB _ --GROUT SOLID -I I 1=III-III BELOW 5LAB DOWN �= TO FOOTING (1) #5 DOWEL 5`V 6' 12"Ab" CONT. cow. HOOK (SEE PLANS FTG. W/ (2) #5 HORIZ. FOR LOGATION) GONF. ON CHAIRS, (3" MIN. COVER) n DROPPED GRADE DETAIL SCALE, M Yz" GYP. BD. EA. 51UE INTERIOR OF 2x45 a 1616" O.G. GARAGE FASTEN w/Y4"x5" LONG TAPGON5 ® 2'-8" O.G. AND 12" MAX FROM 2 1/4" END OF WALL (UNLESS NO FED 1 1/2" OTHEPH15E ON PLANS) F2 5fUO PLATE "FIE5 a SND ? PT BOT. PLT- \ I TOP d BOT. (IF NO FED ON PLANS) d, _ n (2) #5 HORIZ. CONT. ON CHAIRS _ 10" 10° MIN. COVER) UPLIFT CONNECTORS SUCH A5 51UD PLATE "TIES, FIURRICANE CLIPS, ETC. ARE NOT REQUIRED ON WALL5 NOT EXPOSED TO UPLIFT FORGES (REFER TO PLAN5). PROVIDE ANCHORS AT BEARING WALL5 PER ABOVE, UNLESS NOTED OTHERN15E ON PLANS e-7) OFFSET FOOTING BEARING DETAIL NZ/ SCALE: RM 8" GW BLOCK BEYOND R4.1 FI -FOIL OR EXTERIOR DOOR EQUAL OVER Y4' 4 TURK STRIPS 3Y2" GONG. SLAB N/ MTL. THRE5HOLD WWF OR FIBERMESH SET IN SEALANT REINF. OVER 6 MIL. PORCH SLAB VAPOR BARRIER (SEE PLANS) I— T =ll1=U:. I I 1=111-1 T 1-111-'1-1 =1 11—i I M11—I II ,:.. 1 1=111=1_I 1=1 I 111111111111111111 1111111111111111- GLEAN GOMPAGTED' �_— T —I 11-10 7.m I1—I1I—= FILL a 15% STANDARD PEN5I1Y AND TERMITE I =1 T I=III-III-III T — ' TREATED II=„III=III—III—III—I"- MONOLITHC FOUNDATION W/ (2) #5 HORIZ. CONT. ON GHAIR5 MIN. 0" MIN. COVER) WHFRE 2ND STORY 06GUR5 PTO.5HALL BE 1'-4” WIDE N/ (2) #5 BAPS ENTRY DOOR DETAIL \n/ SCALP. NTS 8" GMU BLOCK R4.1 FI -FOIL OR EQUAL OVER a/4" 0) 05 FROM FTG. TO FURR STRIPS BOND BEAM. SPLICE To BE MIN. 30.. 3Y2" GONG. SLAB N/ GROUT CELL 50LIP WWF OR FIBERME511 PORCH 5LAB REINF. OVER 6 MIL. c\! VAPOR BARRIER (SEE PLAID - � z - d I- i ITII II—I I I—T d, I T T I—I T I—III I 11- t 111=T I :' 1 f 1I1=1 1= r EXP JOINT .— III— TTI—III=1 T 1=1 -1II—III— - 4 III—III—I' —III -11 • . ° 1=III=III Tom( /T1=1T-, MONOLITHIC GLEAN-/ TI = I -1 i-' FOUNDATION W/ COMPACTED FILL (2) #5 HORIZ. a q5% STANDARD -O' CONT. ON CHAIRS DENSITY MIN. (3' MIN. COVER) WHERE 2ND STORY OCCURS FTG. SHALL BE 1'-4' WIDE N/ (2) 05 BARS EXTERIOR WALL @ PORCH 5LA5 DETAIL U SCALP, Nis LETTERED DETAILS ARE TYPICAL EOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPEGIFIG AND ARE ONLY REGUIRED ALL APDL I GABLE AREAS. THESE HHERE 5PEG I F I DALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 12/15/2011 .y"t 93 is 55:,x. o NO 77624 :Y r� :r © ccpynght . MULHERN & KULP Structural Engineering, Inc. c ¢ rn a E Z U Q3 j Y Wca °' Y U) E 1E .!2 en. �o D� .N o N � N 4 MW project number: 181-1 6005 project mgr; S D I drawn by: JAI issue date: 10-24-1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK CD V) ® LU 0 T V % U) W� 0 z -, L-. O 0 Low Z O IN O LL 0� O sheet: SD1*0 d (4)23/8'X0.113" R.S. TOE NAILS VALLEY SET OVERFRAMIN6 TRU55 FASTEN EACH OVERFRAMED TRU55 END TO TR055 BELOW WITH (1) SIMPSON MT512 CLIP OVERFRAMIN6 ROOF 5HEATHING 23/a"x0.113" R.5. NAILS o 6" O.G. (EDGE NAIL) 23/8"X0.113" R.5. NAILS ® 6" O.G. / -MAIN ROOF SHEATHING MAIN ROOF TRU555 TYPICAL OVERFRAMING CONNECTION DETAIL A SCALE: N.T.5. SIMPSON HOLD-DOWN (SEE PLAN) 5/0"9 THREADED ROD W,V2"xI%"xl3/4n PLATE WASHER SECURED LOCATION N BETWEEN (2) HEX NIIT5 REINFORCED EMBEDDED 30" IN CELL REINFORCED CELL 1)/,)" USB RIM W15T (TYR) GMU FDN: WALL (SEE DETAIL 2o12U TYPICAL TOP PLATE LAP SPLICE DETAIL B SCALE: N.T.S. 5HEARWALL (SEE PLAN) I-JO15T5 (SEE PLAW 9P PL 2x4 LADDER BLOCKING o 16" VERTICALLY IN 15r SND BAY FOR DRYWALL CONNECTION. 5 FASTEN BLOCKING Ar EACH EI PLAN) WITH (2) 3"x0.131" TOENAIL5 TYPICAL GMU FOUNDATION n HOLD-DOWN IN5TALLATION �t"J SCALE: N.T.S. (CORNER SHOWN - APPLICABLE TO ALL CONPITION5) 14" (MIN) 14" (MIND • PECVIRE12 AT ALL OPENIN65 GREATER THAN 36" WIDE F AT ALL OPENIN65 LOCATED HI THIN P3 5HEAR HALLS. . NOT REQUIRED KHERE PORTAL FRAMES ARE 5PE61FIED (5EE PLANS). . DETAIL 51MILAP AT BOTTOM CORNERS OF HINPOHS. TYPICAL EXT. WALL 4 INT. 5HEARWALL OPENING ELEVATION 5CAL E: N.T.5. 2x&12" P.T. (L OF OPENING CENTER BUCK (I) #5 IN BOND BEAM • _ I ------------------ • Y2"DIA.J-BOLT' (SEE BELONt) I (1) #5 BAR IN PREGA5r LINTEL 2X4 P.T. TOP BUCK 4 (2) 455 VERTICAL IN GROUT FILLED � � • GELL. IN WALLS GREATER THAN 30" 2X8 P.T. BUCK EACH WIDE, ONLY (1) #5 15 REQUIRED F SIDE OF OPENING 1 vPROVIDE (5))'2" DIA. J -BOLT' NV 5)'2" J I • EMBEDMENT AT EACH DOOR BRACKET, (IF REO'D PER FLAW ¢ EACH SIDE OF DOOR. PROVIDE (1)Y2" x N)6° THICK WASHER NV EACH ANCHOR (I5T BOLT ENTIRE COLUMN TO N TO BE 6" MAX ABV. CURB REST EQUALLY I BE GROUT FILLED 5PAGED AFFROXIMATELY 24" O.G.) PROVIDE # OF DOWEL5 ® SLAB TO FIN. FL. (I) #5 VERTICAL IN GROUT FILLED CELL MATCH VERT, BARS W 30" MIN LAP SPLICE ' PROVIDE Y2" DIA. x 6Y2" LONG 51HP50N TITER HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLICE5 TO BE 6ON51-RZFED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR k,� VERT. REINFORCING DETAIL D=GARAGE DOOR BUCK DETAIL ALEr TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL G SCALE: N.T.S. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 GORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL G SGALGWS r BOND-BFAM r --.A--CON FIN. PRECAST HEADER�� W GMU PIER ENTIRE COLUMN TO — BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. -Ei DOUBLE WINDOW ARY PIER DETAIL DZ -L= r BOND-BEAMT RECESSED PREGA5T HEADER — FA57EN 2x P.r. WALL PLAFU END P:F. 51UD'TO CMU WALL WY4" x 4" LONG TAPGON 5GREN5 0 I(?" O.G. 0 INT. 2x INTERIOR WALL 5HEARWALL END -SEE PLAN BUCK. SPECIFIED BY WINDOW/DOOR MANUFACTURER 5HEAR1ALL INTER5EGTION GONNEGTION DETAIL D 5GALE: N.T.5. NOTE5 I. 2X PT BUGK5/NAILER5 SHALL EXFEND BEYOND INTERIOR FACE OF WINDOW FASTEN BUCK TO MASONRY NU (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND I6" O.G. MAX. TAPCON5 TO BE)/" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ cur NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINUOW'FO SFRUGTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOP BUCK MATERIAL MAY BE ADDED TO EX15FINO 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS STAGGERED o 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAG'WRER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK NU (2) ROWS OF 2 Y2"x0.131" NAIL5 ® W' O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 SPECS. (/DOOR BUCK DETAIL LE-rTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE NHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 12/15/201-1 .. A�Sti5b7o ii::JJf J 1/ E�N SF � Iy to 77824 Y X:z Tr C,F u�G� 00 © copyright: MULHERN &KULP ' St—t—1 Engineering, Inc. ' c a� N rn c a a + E T — a Z U � j WN rq � mm`"'� m r. c � � N L2 CLN /J MW project number: 181-16005 5HEAR WALL WITH EDGE projectmgr S D I — — — — -- — — — —1 T- — RAILINO ! BLOCKING PER issue date: 10-24- 1 6 11 II PLANS. date: initial: 01-31-17 SDI 06-05-17 JTS 51MP50H 0516 5TRAP THREADED COUPLER MAY _ — — I CENTERED AT CORNER OF BE USED TO FASTEN ADD'L LENGTH OF THREADED - — — I OPENING v+/ (28) 2 1)2"x0.131" NAIL5 (26" MIN LENOTW ROD TOGETHER WINDOW/ I 2x4 HORIZONTAL FLAT 8" GMU BOND BEAM ,I POOPBLOCKING. NV (1) #5 CONT. OPENI O "I - IN5TALL 2 BAY5 IF FIR5T 51 UD 15 LE55 THAN 14" FROM #5 VERT. IN EDOE OF WIRPOW OPENING. REINFORCED CELL TYPICAL GMU FOUNDATION n HOLD-DOWN IN5TALLATION �t"J SCALE: N.T.S. (CORNER SHOWN - APPLICABLE TO ALL CONPITION5) 14" (MIN) 14" (MIND • PECVIRE12 AT ALL OPENIN65 GREATER THAN 36" WIDE F AT ALL OPENIN65 LOCATED HI THIN P3 5HEAR HALLS. . NOT REQUIRED KHERE PORTAL FRAMES ARE 5PE61FIED (5EE PLANS). . DETAIL 51MILAP AT BOTTOM CORNERS OF HINPOHS. TYPICAL EXT. WALL 4 INT. 5HEARWALL OPENING ELEVATION 5CAL E: N.T.5. 2x&12" P.T. (L OF OPENING CENTER BUCK (I) #5 IN BOND BEAM • _ I ------------------ • Y2"DIA.J-BOLT' (SEE BELONt) I (1) #5 BAR IN PREGA5r LINTEL 2X4 P.T. TOP BUCK 4 (2) 455 VERTICAL IN GROUT FILLED � � • GELL. IN WALLS GREATER THAN 30" 2X8 P.T. BUCK EACH WIDE, ONLY (1) #5 15 REQUIRED F SIDE OF OPENING 1 vPROVIDE (5))'2" DIA. J -BOLT' NV 5)'2" J I • EMBEDMENT AT EACH DOOR BRACKET, (IF REO'D PER FLAW ¢ EACH SIDE OF DOOR. PROVIDE (1)Y2" x N)6° THICK WASHER NV EACH ANCHOR (I5T BOLT ENTIRE COLUMN TO N TO BE 6" MAX ABV. CURB REST EQUALLY I BE GROUT FILLED 5PAGED AFFROXIMATELY 24" O.G.) PROVIDE # OF DOWEL5 ® SLAB TO FIN. FL. (I) #5 VERTICAL IN GROUT FILLED CELL MATCH VERT, BARS W 30" MIN LAP SPLICE ' PROVIDE Y2" DIA. x 6Y2" LONG 51HP50N TITER HD OR APPROVED EQUAL IN NOTE: ALL HOOKS AND 5PLICE5 TO BE 6ON51-RZFED AND 51ZED PER NOTES PLACE OF J -BOLT IF MISSED DURING CONSTRUCTION GARAGE DOOR k,� VERT. REINFORCING DETAIL D=GARAGE DOOR BUCK DETAIL ALEr TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL G SCALE: N.T.S. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 GORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL G SGALGWS r BOND-BFAM r --.A--CON FIN. PRECAST HEADER�� W GMU PIER ENTIRE COLUMN TO — BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. -Ei DOUBLE WINDOW ARY PIER DETAIL DZ -L= r BOND-BEAMT RECESSED PREGA5T HEADER — FA57EN 2x P.r. WALL PLAFU END P:F. 51UD'TO CMU WALL WY4" x 4" LONG TAPGON 5GREN5 0 I(?" O.G. 0 INT. 2x INTERIOR WALL 5HEARWALL END -SEE PLAN BUCK. SPECIFIED BY WINDOW/DOOR MANUFACTURER 5HEAR1ALL INTER5EGTION GONNEGTION DETAIL D 5GALE: N.T.5. NOTE5 I. 2X PT BUGK5/NAILER5 SHALL EXFEND BEYOND INTERIOR FACE OF WINDOW FASTEN BUCK TO MASONRY NU (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND I6" O.G. MAX. TAPCON5 TO BE)/" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ cur NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINUOW'FO SFRUGTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOP BUCK MATERIAL MAY BE ADDED TO EX15FINO 2X BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAILS STAGGERED o 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAG'WRER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK NU (2) ROWS OF 2 Y2"x0.131" NAIL5 ® W' O.G. FASTEN WINDOW TO 2X PER WINDOW MANUFAGTURER'5 SPECS. (/DOOR BUCK DETAIL LE-rTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE NHERE SPEGIFIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 12/15/201-1 .. A�Sti5b7o ii::JJf J 1/ E�N SF � Iy to 77824 Y X:z Tr C,F u�G� 00 © copyright: MULHERN &KULP ' St—t—1 Engineering, Inc. ' c a� N rn c a a + E T — a Z U � j WN rq � mm`"'� m r. c � � N L2 CLN /J MW project number: 181-16005 projectmgr S D I drawn by: ,JAI issue date: 10-24- 1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK '< -J I '.' . W f� O ()) Z O o (\I Q Z z LL. 0. O sheet SD2.0 TOLERANCES: ALL DIMEN51ON5 TO BE HELD WITHIN 11-Y4" I" EDGE o 1 1/2" EDGE COMMON 2 1/2" EDGE project mgr: ENGINEER APPROVED EOVAL (I E. SEE TYP. FOUNDATION 51MP50N ET EPDXY). DETAILS FOR ADDTHONAL 2. PROVIDE 3/4" PIA. HOLE FOR DOWFL, INFORMATION NOT SHOWN BLOW OR BRUSH CLEAN. - y I I SDI IN51WCTION5. 11/2" F LS' MK 21/2" "5 VERT. BAR TO BE 0 Q 21/4" y LOCATED PER PLAN DRILL 6' INTO EXI5r'0 0- a- IN GROUTFD CELL SLAB, EPDXY t DRIVE I N I I 05 pOHEL, PROVIDE 13"x0.131"x3" I I I COMMON-� N I I 3"x0.131"x3.. f i t COMMON z II OPP. 51DE I I I a ii I I- a _ -111-I 1=III-III_ i a l � II � -III -III- - �I -TTI-III-III' :. ..III 1=III=III= � COMMON (2)2X4'5 (2)2X65 OPP. SIDE (2)2X8'5 FASTEN EVERY OTHER I-J015T (N/ WEB BLOCKING AS REO! Q) TO 2x BLOCKING N/ (1) SIMPSON A35 CLIP (2)2X COLUMN SEE DETAIL 20 ON 57RUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOT N HERE I-J015T5 -PER PLAN OI r51 DE (2)2X4's INSIDE PLY HAIL5 NAILED AT 5" O.G. 5TA66EPEO. WT5IDE NAILS NAILED AT W O.G. n 2X BUILT-UP STUD COLUMN DETAILS I'I SCALE: NTS FASTEN EVERY OTHER J015T TO GMU N/ 5IM11 ON HTSMI6 TNI5r STRAP. FASTEN STRAP TO GMU Nl (4)Y4" DIA. x 2,V4" LONG TI FEN 56REV15 2x6 FLA r BLOCKING (BETWEEN 1-.1015T - 16" MIN. LENGTH) FASTENED DOWN TO GMU N/ (3)Y4" DIA. x 5 Y LONG, TAPCON5 0 EA BAY. FASTEN FIM BOARD,'HIRU HALL 51-IT6., TO 2x BLOCKING N/ 3"x0.131" NAILS 0 3" o.c. rr,�)/ RETROFIT DETAIL kms/ SCALE: 5/4"-I'1' 05D 13LCGKINO 0 48" O.G. FASTENED TO 2x BLOGKIN6 N/ (I) SIMPSON A55 CLIP - EDGE 015TANGE PER DETAIL (3) OR (4)2X COLUMN OUTSIDE (2)2X'5 SEE DETAIL 21 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE I-J015T5 n x -PER PLAN �I 2" � 3"x0.131 "x3" COMMON `-- 3"x0.131 "x3" COMMON OPP. 51DE Cr 0I5TANGE FASTEN EVERY OTHER J015T TO GMU H/ SIMPSON NTSMI6 TWIST STRAP. FASTEN STRAP TO GMU N/ (4)Y4' DIA. x 2Y4" LONG TITEN 5GRE1`5 2x6 FLAT BLOCKING TO EA. 51PE OF 050 BLOCKING (I6" MIN. LENGTH) FASTENED DOWN TO GMU N/ (3) Y4" DIA. X 3Y2" LONG TAPCON5. FASTEN RIM BOARD, THRU NALL 5HT6., TO 2x BLOCKING N/ 3"x0.131" NAILS ® 3" o.c. RETROFIT DETAIL �J SCALE: 5/4,1'-0• DBL. TOP PLL BEYOND NAILING PATTERN PER NAILING SCHEDULE . 9. ' FLOOR5Y5T M BEYOND ' GMU WALL BEYOND NOTE: MIN %," NIND5'r0RM OR EOUIVALENr WALL SHEATHING TO BE USED AS UPLIFT RESISTANCE, NO OTHER FASTENERS REO'D. EXCEPT AS NOTED ON PLANS IN TWO STORY FRAME APPLICATIONS. NOTE: ACTUAL NUMBER OF FASTENERS NOT SHONN 0 SHEATHING ELEV. DETAIL N 56ALE: NT5 NOIE5: I. UTILIZE 2 -PART EPDXY OR OTHER project mgr: ENGINEER APPROVED EOVAL (I E. SEE TYP. FOUNDATION 51MP50N ET EPDXY). DETAILS FOR ADDTHONAL 2. PROVIDE 3/4" PIA. HOLE FOR DOWFL, INFORMATION NOT SHOWN BLOW OR BRUSH CLEAN. HERE 3. FOLLOW MAN F. INSTALLATION SDI IN51WCTION5. JTS F LS' MK B OCWBLOL CK "5 VERT. BAR TO BE 0 Q a Z � 1 LOCATED PER PLAN DRILL 6' INTO EXI5r'0 0- a- IN GROUTFD CELL SLAB, EPDXY t DRIVE I 05 pOHEL, PROVIDE MIN. 30' LAP 5PLIGE N I I 'III III III -IT - GRADE I I- _ -111-I 1=III-III_ '" . 4 . _-�_-m=-1 I -_W - =-II � _- • I I -III -III= � -III -III- - �I -TTI-III-III' :. ..III 1=III=III= M155ED DOWEL RETROFIT DETAIL VALE. Nr5 SIM. a GMU STEM FOR DROPPED &RADE INSTALL ROOF CLIPS ON OPPOSITE FACE OF HALL A5 5 W TIES A5 NECE55AR( � PROVIDE CRIPPLE SND ABOVE HEADER t JACK 51UD REFER TO PLANS FOR HEADER SIZE. FASTEN TO KING W/ MIN. (3) 3"x0.131" NAILS SEE DETAIL 56 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE -FASTEN EA. ROOF 'TRUSS TO CHU TV SIMPSON HT5MI& TN15T STRAP. FASTEN STRAP TO CMU w/ (4) Ya' DIA. x 2 Y4" LONG TI TEN 5GREW5 - PROVIDE MOISTURE BARRIER PLATE (SIMPSON T55 OR SIM) 0 EACH TRUSS. - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES 0 EVERY OTHER BAY FASTENED TO GMU N/ (3) Ya" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES N/ (2) 3Y4"x0.131" NAILS 0 EA. END. RETROFIT DETAIL ROOF TRUSSES, BEARING ON WALL WHEFF NOTED ON PLAN OPENING IN BRC. 14411- (5EE PLANS) NAIL 51UD5 TOGETHER - - -1 T- - - PER DETAIL M PROVIDE SIMP50N 05P I i TIE OR (I) HG, STRAP 0 BASE OF JACK r KITIO TO 50LE PLATE SLAB FOU4DAHON 15T PLR. INTERIOR WOOD BEARING WALL GONNEGTION BELOW ROOD T SCALE: N.T.S. NOTE: DETAIL ONLY APPLIES AT BEARING WALL5 SUPPORTING ROOF TM5E5. 51MP50N RSP4 51UD PLATE TIE o TOP I BOT. OF 51UD5, 5PACED PER PLAN (ALT. PER PLAN: 0513 5HEATHED WALL IN LIEU OF METAL TIES) 2x4 (MIN) 5 NDS 0 16' O.G. OR A5 NOTED ON PLANS FA51EN P:T. 50LE PLATE To SLAB PER DETAIL 3/5DLO U.N.G. ON PLANS LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN C-) THIS HOME i SHALL DE IMPLEMENTED IN 5PEGIEIG AND ARE ONLY REQUIRED ALL APDL I GABLE AREAS. THESE WHERE 5PEG I E I DALLY I ND I GATED `y IT DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. o seal: 12/15/2011 i„10 77824 trr © copyugliC,NUL11E9IT &Kl1LP Stmtu l Biyinee+iny, Inc. M&K project number: 181-16005 project mgr: S D l drawn by, .JAI Tdate: 10-24-16 REVISIONS; nW �-1I date: initial: 01-31-17 SDI 06-05-17 ”" JTS 12-11-17 MK v! LL nW �-1I o ! W Z O 2 0 Q a Z � 1 z � LL. 0- O sheet: SD20 EXTERIOR WALL SHf'6.'f0---_ RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2Y2"x0.131" 0 3" O.G. INTO --- SOLE PLATE I Ya" (MIN.) 05D RIM BOARD FASTEN TO EA. I-JO15T © TOP 8 BOTTOM GHORD w/ (2) 3Y4"x0.131" NAILS 2 Y2"x0.131" 0 3" O.G. INTO RIM - BOARD FAST Ell RIM 'TO GMU BOND BEAM w/ SIMP50N HETAI(q EMBEDDED STRAP ® 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. T HORZ. REINF. 5PE05 FASTEN ROOF SHEATHING "r0 FASCIA WITH -)3/ "xn u�" a a NAILS ® 6" t 2x FASCIA -SEE ARCH 2x SHEAR W - SEE PLAN 5PEGIFIGATI r_ 5ECTION SCALE= 5/4'=1'-0' ^1 DETAIL �V SCALE: 9/4'=I'-0' * PROVIDE SOLID SHIM BETN'N JOIST S CONNECTOR IF J015T LOCATED LESS THAN I Y2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I Y2" FROM GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL O. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO RIM w/ 3"x0.131" NAIL5 @ 6" O.G. d SHEATHING TO RIM w/ 2Y2"x0.131" NAILS © 6" O.G. I-JOI5f5 -PER PLAN FASTEN EVERY OTHER I-J015T (w/ YEB BLOCKING BOTH SIDES) TO BOND BEAM N1 (1) 51MP50N HETAI6 (48" O.G. MAX) 8" GMU BOND BEAM W/ (1) #5 GONE. SEE UPLIFT CONNECTOR :GHEDULE ON PLANS FOR ,ONNEOFOR 5PEGIFIGATION5 ASTEN ROOF TRU55 TO >OUBLE TOP PLATE w/ (3) 3A,,x0.131" TOENAILS 2x EXTERIOR WALL SEE PLAN FOR SHEATHING AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. To --- RUN CONTINUOUS FULL HEI6HT OF NALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2Y2"x0.131" ® 3" O.G. INTO 50LE PLATE I Y©" (MIN) 056 RIM BOARD. FASTEN RIM TO EA BLK6 PANEL w/ (3)3Y4"x0.131" NAILS MIN. 2Y2"x0.131" ® 3" O.G. INTO RIM - BOARD FASTEN RIM -TO GMU BOND - BEAM w/ SIMP50N HETAI(5 EMBEDDED STRAP @ 24" O.G. VERT WALL PEINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PE65 " PROVIDE 50LID SHIM BETW'N BLK'6 4 CONNECTOR IF BLK'6 LOCATED LE55 THAN 01-31-17 SDI 1,V2" FROM CONNEGTOR. FASTENED TO GABLE END WHERE 13LK'6 15 GREATER THAN I Y2' FROM 2x4 BLOGKINO w/ CONNECTOR, REFER TO TYPICAL RETROFIT d CONNECTOR IF TRU55 LOCATED DETAIL R. BLOCKING w/ 2%,"X0.113" �- FASTEN 50LE PLATE TO RIM BOAPD w/ 3"x0.131" NAILS ® 6" O.G. 2x EXTERIOR WALL @ STAIRS R.5. NAILS ® 4"O.G. OR 2-51"ORY SPACE I Y8' FULL DEPTH 056 BLOCKING © -SEE PLAN FOR 5HEATHIN6 48"o.c. ALONG WALL 05T BAY ONLY) AND CONNECTION 5PEG5. FASTEN 5HEATHIN6 TO EA. BLOCK w/ (5) FASTEN 50LE PLATE OF 2x NALL � #8 SGREN5 OR (5)2Y2"x0.131" NAILS. r0 BOND BM. w/Y2" DIA. ANGHO1 I-J015T5 BOLTS @ 4'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" x -PER PLAN f FROM EA END \ FASTEN EXTERIOR SHEATHIN6� TO 2x PLATE w/ 2Y2"x0.131" -NAILS 0 3' O.G. FASTEN EVERY 05B BLOGKING TO 8" GMU BOND BEAM w/ BOND BEAM w/ (1) SIMPSON HETAI6 (1) #5 BAR5 GONE. (48" O.G. MAX) 2x6 BLOCKING IN EA. TRU55 BAY FIREPROOFING 8" GMU NALL 8" GMU BOND BEAM (SEE PLANS) W/ (I) #5 CONT. SECTION 21 SCALE= 5/4',1'-0' SECTION FASTEN 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA ANCHOR DOLr5 0 6'-0" MAX. PROVIDE MIN. (2) PER PLATE AND MAX 12" FROM EA END 2x INTERIOR NALL @ 5TAIP5 OR 2-5TORY SPACE. INSIDE FACE OF DRYWALL SHALL OVERHANG MA5ONRY 3/4". PROVIDE FURRING ON INSIDE FACE OF MA50NRY TO MATCH DRYWALL 2x4 GATS © I6"O.G• date: initial: 01-31-17 SDI PROVIDE SOLID SHIM BETN'N "TRU55 FASTENED TO GABLE END SHEATHING TO 2x4 2x4 BLOGKINO w/ d CONNECTOR IF TRU55 LOCATED TRU55 w/ (2)3"x0.131" BLOCKING w/ 2%,"X0.113" (3)3Y4"x0.131" LE55 THAN I Y2` FROM CONNECTOR. �_FA5TEN TOENAILS. PROVIDE (I) R.5. NAILS ® 4"O.G. TOENAILS EACH END HHERE TRU55 15 GREATER *THAN I Y2" SIMPSON H3 CLIP @ FROM UPLIFT CONNECTOR, REFER TO OVERtIANGS > 12" FASTEN ROOF 5HEATHIN6 TYPIGAL RETROFIT DETAIL P. TO FASCIA KITH 23/8"X0.113" 6YP5UM BOARDf PER ARCH FOR I'-4' MAX 2'-0" MIN TO R.5. NAILS ®6" O.G. 2x6 BLOCKING IN EA. TRU55 BAY FIREPROOFING : L (4) 3Y4"x0.1° 2x BLOCKING w/ 23/8"X0.113" SH ROOF 5HT6 NAIL5 ` _�'•, s -r GF t r GABLE END VERTICAL WEB SHALL BEREINFORGIN6 _ A5 REGURIED GOAT�"M ON'f0 SEE UPLIFT GONNEG'FOP.BY TRU55 MANUF. 2x FASCIA SGTIEDULE ON PLANS FOR -SEE ARCH CONNECTOR SPECIFICATIONS 0 24°O.G, PROVIDE MOI5"TURE BARRIER 8" GMU BOND BEAMPLATE (SIMPSON TSS OR SIM) 3"x0.131" TOENAIL5 ® 12" Y4 U copyright: MULHERN &KULP W/ (1) 05 GOVT. IF @ EACH TRU55. O.G. GONNEG FING 130TOM 8" REINF. GMU WALL 51huclura1 Engineering, Inc. CHORD TO TOP PLATE` -5EE PLAN FOR VER I. VERT WALL REINF. TO SEE DETAIL 20 OR -'--7PROVIDE 8 HORZ. REINF. SPECS EXTEND TATO BOND BEAM FASTEN BOTTOM CHORD OF 21 FOR ADDITIONAL GABLE END TRU55 TO TOP 2x4 BRAGS w/2x4 (N6 2x4 FIRST ®48" O.G. FIRST (3) PLATE WITH 51HP50N A55 T -BRAGS, SPACED @ O BA'f5 OF ROOF CONNECTION INFO d CLIPS o 32" O.G. 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT 2x4 TO 'T' w/ 5Y4"XO.131" TIGHT BETWEEN TRU55 5HT6. FA5TENIN6 FASTEN BOTTOM OF 2x4 NAILS @ 12" O.G. BOTTOM CHORUS BRAGE TO DBL. TOP PLATE w/ (1) SIMPSON DETR_IL FASTEN DRYWALL -TO 5EGTION H2.5A $ (2)3,V4"xO.13P 51 O BLOCKING w/SCREWS a) 53 a TOENAILS SCALE: 3/4'=1'-0' /NAILS, @ 6" O.G. \�� SCALE: 9/4'=1'-0' 2x EXTEP.IOR. WALL -SEE PLAN FOR SHEATHING AND GONNEG WIT SPECS. o PARALLEL JOIST: FASTEN FLOOR 5HT(5. TO RIM OR LEDGER w/ 2 Y2"x0.131" NAILS 0 6" O.G. $ KIM/LEDGER TO FLUSH BEAM w/ (3) 2,1`2"X0.131" NAILS @ 16" O.G. 1-1015T5 -SEE PLAN \ FLUSH BOTTOM BEAM -SEE PLAN _SECTION w SCALE= 9/4'4-0' FASTEN ROOF SHEATHING TO 2x BLOGKIN6 N/ 2%)"X0.113" R.5. NAILS @ 6"O.G. .2x4 BLOCKING IN EA. TRU55 BAY FASTENED 'f0 EACH GRO551NO 51 UD w/ (2)3Y2"x0.131" NAILS ROOF TRU55E5 24"0.6. FASTEN 50LE PLATE OF WALL TO FLUSH BEAM w/ 3"x0.131" NAILS B 8"O.G. SHEATHING SPLICE SHALL OCCUR OVER 2x SOLE PLATE w/ 2Y2'xO.131" NAILS 0 3" O.G. OR PROVIDE CONT. 5HT6. TO BOTTOM OF FLUSH BEAM a PERP. J015r5: FIAN6ER JOISTS TO BM. d PROVIDE 2x4 BLOCKING e TOP TO FASTEN EDGE OF 5UBFLOOR HAN6ER -BY 'TRU55 MANUF. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONL'( REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIEIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. M&K project number: I 181-16005 project mgr, SD' drawn by: J, l issue date: 10-24- 1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS ,I seal: 12/15/201-1 r o� i,=0 77824 FASTEN ROOF SHEATHING TO 2x6 BLOCKING IN EA. TRU55 BAY : L 2x BLOCKING w/ 23/8"X0.113" FASTENED TO EACH GRO551N6 ` _�'•, s -r GF t r R.5. NAILS @ (9"O.G. STUD w/ (3)3Y4"x0.131" NAILS Vic), .• , . ; , ROOF TRU55E5 0 24°O.G, U copyright: MULHERN &KULP . 51huclura1 Engineering, Inc. SEE DETAIL 20 OR 21 FOR ADDITIONAL CONNECTION INFO d �, m 5HT6. FA5TENIN6 a) 53 a I -JOISTS E + E x -SEE PLAN _ \ Z ` E 7 uV U a HANGER -BY TRU55 MANUF. W + , N6 �co m VERT WALL REINF. TO 8" GMU BOND BEAM m EXTEND INTO BOND BEAM W/ (1) #5 CONT. N 0 � ' N � N Q 8" REINF. GMU WALL -SEE PLAN FOR VERT 8 HORZ. REINF. 5PEG5 9ZEK' 2x EXTEP.IOR. WALL -SEE PLAN FOR SHEATHING AND GONNEG WIT SPECS. o PARALLEL JOIST: FASTEN FLOOR 5HT(5. TO RIM OR LEDGER w/ 2 Y2"x0.131" NAILS 0 6" O.G. $ KIM/LEDGER TO FLUSH BEAM w/ (3) 2,1`2"X0.131" NAILS @ 16" O.G. 1-1015T5 -SEE PLAN \ FLUSH BOTTOM BEAM -SEE PLAN _SECTION w SCALE= 9/4'4-0' FASTEN ROOF SHEATHING TO 2x BLOGKIN6 N/ 2%)"X0.113" R.5. NAILS @ 6"O.G. .2x4 BLOCKING IN EA. TRU55 BAY FASTENED 'f0 EACH GRO551NO 51 UD w/ (2)3Y2"x0.131" NAILS ROOF TRU55E5 24"0.6. FASTEN 50LE PLATE OF WALL TO FLUSH BEAM w/ 3"x0.131" NAILS B 8"O.G. SHEATHING SPLICE SHALL OCCUR OVER 2x SOLE PLATE w/ 2Y2'xO.131" NAILS 0 3" O.G. OR PROVIDE CONT. 5HT6. TO BOTTOM OF FLUSH BEAM a PERP. J015r5: FIAN6ER JOISTS TO BM. d PROVIDE 2x4 BLOCKING e TOP TO FASTEN EDGE OF 5UBFLOOR HAN6ER -BY 'TRU55 MANUF. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEGIEIG AND ARE ONL'( REQUIRED ALL APPLIGABLE AREAS. THESE WHERE SPEGIEIGALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. M&K project number: I 181-16005 project mgr, SD' drawn by: J, l issue date: 10-24- 1 6 REVISIONS: date: initial: 01-31-17 SDI 06-05-17 JTS 12-11-17 MK V ® LU 0 T V � V( ' TUT 11 L a V M Z O o Q z z dao sheet: Revision Response to Comments ❑ APR City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit 4 18-288 LOT 200 Submittal Date 4/18/2018 Project Address: 3897 Night Heron Drive Contact: Sarah Woolwine Pli: 407-730-1311 Fax: Email: Sarah woolwine ccDstarlighthomes.com Trades encowpassetl in revision: ® Building ❑ Plumbing ❑ Electrical ❑ tVlechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Witter ❑ Planning ❑ Emgincering ❑ Fire Prevention General descriptiou of revision: Specifies (3) 16" LVL In Lieu Of (2) 18" ROUTING INFORt,/IA'1'ION Approvals ❑ Building 5 S ' Z- t � EXTERIOR WALL 5HT'G. TO -- RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2Y2"x0.131" © 3" O.G. INTO---_ 50LE PLATE Yo" (MIN) 0513 RIM BOARD FASTEN TO EA. I -JOIST @ TOP 4 BOTTOM CHORD w/ (2) 3Y4"x0.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO RIM BOARD FASTEN RIM TO GMU BOND BEAM w/ SIMPSON HETAI6 EMBEDDED STRAP o 24" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM W PEINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 FASTEN ROOF SHEATHING TO FASCIA WITH 2%"XO.113" R.5. NAILS © 6" O.G. 2x FASCIA -SEE ARCH SECTION 2x SHEAF. WALL - SEE PLAN FOP. SPECIFICATIONS. DETAIL ALE 3 4L ' PROVIDE SOLID SHIM BETW'N J015T 4 CONNECTOR IF J015T LOCATED LE55 THAN 0/2" FROM CONNECTOR. WHERE J015T 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL O. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION SPECS. FASTEN 50LE PLATE TO RIM w/ 3"x0.131" NAILS @ 6" O.G. 4 SHEATHING TO RIM w/ 2 Y2"x0.131" HAIL5 @ 6" O.G. I-JO15T5 -PER PLAN FASTEN EVERY OTHER I-JO15T (w/ WEB BLOCKING BOTH SIDES) TO BOND BEAM w/ (1) SIMPSON HETAI6 (46" O.G. MAX) ' W GMU BOND BEAM W/ (1) #5 CONT. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF "TRU55 TO DOUBLE TOP PLATE w/ (3) 5N,x0.131" TOENAILS 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND CONNECTION 5FEG5. EXTERIOR WALL 5NT'6. TO --- RUN CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF RIM TO DOUBLE TOP PLATE 2)'2"x0.131" @ 3" O.G. INTO SOLE PLATE I Ya" (MIN.) 05B RIM BOARD. FASTEN RIM TO EA. BLK6 PANEL w/ (3)34"x0.131" NAILS MIN. 2Y2"x0.131" © 3" O.G. INTO RIM - BOARD FASTEN RIM TO GMU BOND - BEAM w/ SIMPSON HETAI6 EMBEDDED STRAP @ 24" O.G. VERT WALL PEINF. TO EXTEND INTO BOND BEAM W REINF. GMU WALL -SEE PLAN FOR VERT. 4 HOPZ. PEINF. 5PEG5 ' PROVIDE SOLID SHIM BETW'N BLK'6 4 GONNEG"TOR IF BLK'G LOCATED LE55 THAN n' -FASTEN RIMBOARD I Y2' FROM CONNECTOR. WHEPE BLK'G 15 GREATER THAN I Y2" FROM THRU 5HT6. TO ROOF TRU55 LEDGER w/ (2) CONNECTOR, REFER TO TYPICAL RETROFIT GAB FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" DETAIL R. ROWS OF 3"X0.120" (MIN) NAILS FASTEN SOLE PLATE TO RIM PROVIDE 50LID SHIM BETW'N 4 CONNECTOR IF TRU55 LOGATED BOARD w/ 3"x0.131" NAILS ® 6" O.G. 2x EXTERIOR WALL @ STAIRS I Ya" FULL DEPTH 0513 BLOCKING o OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 4b"o.c. ALONG WALL (15T BAY ONLY) AND CONNECTION SPECS. FASTEN SHEATHING TO EA. BLOCK w/ (5) FASTEN SOLE PLATE OF 2x WALL #b 5GREWS OR (5)2Y2°x0.131" NAILS. TO BOND BM. w/Yz° DIA. ANCHOR FASTEN ROOF SHEATHING TO BOLTS @ 4'-0" MAX. PROVIDE / I -JOISTS MIN. (2) PER PLATE AND MAX 12" x -PER PLAN FROM EA END FASTEN EXTERIOR SHEATHING x TO 2x PLATE w/ 2Y2"x0.131" 41a� xAe 3/®N " - NAILS o 3" O.G. FASTEN EVERY 0513 BLOCKING TO BOND BEAM w/ (I) 51MP50N HETAIb �" GMU BOND BEAM w/ (48" O.G. MAX) ' (I) 45 BARS DONT. R.5. NAILS a 6"OG b" GMU WALL b" GMU BOND BEAM (SEE PLANS) W/ (I) #5 CONT. SECTION �� SCALE: 3/4 SECTION SCALE: 3/4'=1'-0" - FASTEN SOLE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR 13OLT5 0 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 3/4". PROVIDE FURRING ON IN51DE FACE OF MASONRY TO MATCH DRYWALL FASTEN ROOF SHEATHING TO 2x BLOCKING w/ 2%,`XO.113" R.S. NAILS o b"O.G. ROOF TRUSSE5 0 24"o.c. (2)2x6 LEDGER. FASTEN OUTER PLY TO INNER PLY w/ 2 ROWS OF 3"x0.120" (MIN) NAILS u 16" ac. (MAX) STAGGERED 2x6 BLOCKING EA. BAY. TOENAIL EA. END TO TRUSS w/ (2)3"x0.131" TOENAILS 4 FASTEN TO EACH GROSSING STUD w/ (3)3Y4`x0.131" NAILS SEE DETAIL 20 OR 21 FOR ADDITIONAL CONNECTION INFO 4 5HTG. FA5TENIN6 X / 1i1�- I -JOISTS L -SEE PLAN � II SEE UPLIFT CONNECTOR s n' -FASTEN RIMBOARD SCHEDULE ON PLANS FOR THRU 5HT6. TO ROOF TRU55 LEDGER w/ (2) GONNECFOR 5PEGIFIGATION5 GAB FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" ?� ROWS OF 3"X0.120" (MIN) NAILS PROVIDE 50LID SHIM BETW'N 4 CONNECTOR IF TRU55 LOGATED x 16" O.G. (MAX) 5TAGGEPED VERT WALL REINF. TO TOENAILS. PROVIDE (1) � W GMU BOND BEAM EXTEND INTO BOND BEAM W/ (I) 45 CONT. b" REINF. GMU WALL FASTEN ROOF SHEATHING TO x - initial: -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS x 2x BLOCKING w/ 23/t,'XO.113" 41a� xAe 3/®N " - seal: 4/10/2016 No �7il24 ATE OF .1 / ©mp)Tigh1 �IIJIIiERN1& KU`P,, structural Engineering, Inc. M&K project number: 181-16005 project mgr: SDI drawn by: JAI issue date: 10-2 4- 1 6 2x4 GATS ©1 'TRU55 GAB FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" FASTEN SHEATHING TO 2x4 2x4 BLOCKING w/ PROVIDE 50LID SHIM BETW'N 4 CONNECTOR IF TRU55 LOGATED 2x EXTERIOR WALL REVISIONS: TOENAILS. PROVIDE (1) BLOCKING w/ 2%"X0.113" R.S. NAILS o 4"O.G. (3)3 Y4"x0.131" TOENAILS EACH END LE55 THAN Yz" FROM CONNECTOR. -SEE PLAN FOR SHEA"THING FASTEN ROOF SHEATHING TO date: initial: SIMPSON H3 CLIP © WHERE TRU55 15 GREATER THAN Y2" AND CONNECTION 5PEG5. 2x BLOCKING w/ 23/t,'XO.113" 01-31-17 SDI OVERHANGS > 12° FROM UPLIFT CONNECTOR, REFER. TO R.5. NAILS a 6"OG FASTEN ROOF SHEATHING TYPICAL RETROFIT DETAIL P. 2x6 BLOCKING EA. BAY. 06-05-17 JTS r - - - - TO FASCIA WITH 23/a°X0.113" TOENAIL EA. END TO ROOF TP.U55E5 GYPSUM BOARD PER ARCH FOP 1'-4" MAX 2'-0" MIN R.5. NAILS @ 6" O.G. TRUSS w/ (2)3"x0.131" o 24"o.c. 12-11-17 MK FIP.EFR-.00FING (4) 3 Y4'x0.1� TOENAILS 4 FASTEN TO 04-10-18 JTS ROOF 5HT6 EACH GROSSING STUD w/ GABLE END VERTICAL WEB SHALL BE NAILS LU (3)3 yt'xO.131" NAILS REINFORCING A5 REOURIED CONT. 24" MIN ON To ROOF x f��,,I Cn SEE UPLIFT GO NNEGTOR \ BY TRU55 MANUF. SCHEDULE ON PLANS FOR FASTEN SOLE FLA HE OF L 2x FASCIA - 2EE ARCH CONNECTOR SPECIFICATIONS WALL TO FLUSH BEAM w/ 3"x0.131" NAILS o b"O.G. SHEATHING SPLICE SHALL OCCUR PROVIDE M015TUPE BARRIER ]-JOISTS OVER. 2x SOLE PLATE w/ 2Y2"x0.131" b" GMU BOND BEAM PLATE (51MP50N T55 OR SIM) -SEE PLAN� NAILS o 3" O.G. OR PROVIDE CONT. CD 3Yi'xO.131" TOENAILS o 12" O.G. CONNECTING BOTTOM N (1) #5 CONT. o EACH TRU55. :-- SHTG. *TO BOTTOM OF FLUSH BEAM �E ® V) CHORD TO TOP PLATE ` \ '�- ` b" PEINF. GMU WALL (2)2x6 LEDGER. FASTEN TO FLUSH W - - -SEE PLAN FOR VERT. VERT WALL PEINF. TO V BM. THRU 5HT0. w/ N Y4"xb" �I FASTEN BOTTOM CHORD OF 4 HOPZ. REINF. SPECS EXTEND INTO BOND BEAM ^ 51FIF50N SD5 56PEW5 c@ 24" o.c. 0 GABLE END TRU55 TO TOP PROVIDE 2x4 BLOCKING p� PLATE WTTH SIMPSON A35 2x4 BRACE w/2x4 @ 48" O.G. IN FIRST (3) 1�•• z CLIPS o 32" O.G. SPACED 0 BAYS OF ROOF 4'BRAGS, 4'-0' O.C. MAX. FASTEN TRUSSES -GUT TO FIT 13/4"xlb" FLUSH LVL. FASTEN SEE UPLIFT CONNECTOR 2x4 TO 'T' wY4 / 3 "x0.131" TIGHT BETWEEN TRU55 TO EXISTING FLUSH BM. w/ `EXISTING FLUSH BM. SGHED'ULE ON PLANS FOR FASTENBOTTOM OF 2x4 'TOP NAILS @ 12" O.G. BOTTOM CHORDS (2)Y4"x6" SIMPSON 505 -SEE PLAN CONNECTOR SFEGIFIGATION5 BRACE TO DBL. PLATE w/ (1) SIMPSON Y4"x0.131" I l DAELETAIL1'-0" FASTEN DRYWALL TO SGREN5� 5GREWS 24" O.G. SECTION (q TOENAILS /iJAIL5BLOCK1� bw/O.G SC31I-0" 6.// LETTERED DETAILS ARE T'rPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEGIEIG AND ARE ONLY REQUIRED ALL APPLIGABLE AREAS. THESE > \IHERE SPEGIEIGALLY INDIGATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. v 1 W Q L a (D u Z O 2 (\J 0 � Q Z J LL. 0- O sheet