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3923 Saltmarsh Lp 18-753 (a)■ INDEX, GENERAL. NOTES. CS -1 COVER SHEET 1 CONTRACTORS SHALL VERIFY ALL CONDITIONS AND FL 1.0 SLAB PLAN'S' DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO TO THE FL 1.1 FIRST FLOOR PLAN'S' BUILDER FOR JUSTIFICATION AND/OR CORRECTION BEFORE CONTINUING WITH WORK. CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT FL. 4.1 SECTIONS ARE NOT REPORTED TO THE BUILDER. FL 5.1 ELEVATIONS'S' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE FL 5.1.1 ELEVATIONS'S' WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL FL 5.1.3 ROOF PLAN'S' CODES, REGULATIONS, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING FL 6.1 UTILITY PLANS'S' AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION D-1 DETAILS WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE .. DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -,6TH EDITION (2017) RESIDENTIAL & ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE RECORD COPS NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF REVIEWED FOR CODE COMPLIANCE NO. 26 GALVANIZED SHEET GAUGE CORROSION- Nf_AN6 AMIN R RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT DATE FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS SANFORp BUIL DING plyISION IN ACCORDANCE WITH ASTM C 926. THE WEEP A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES LICENSE AUTHOTOPROVIOLAT WITH ,C CANCEL, TEHE WORK RORSTAs ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AUTHORITY i0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY NOR PROVISIONSSSNCEFAPERMITOF THE PREVEL AREAS. THE WEATHER RESISTANT BARRIER SHALL CODES, NC11� SHALL ISSUANCE OF A PERMIT PREVENT UI I�UTACOR OFFICIALFROMERRORS LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED, PER F.B.C.R. ,6TH EDITION ( 2017) RESIDENTIAL WATER RESISTIVE BARRIERS COMPACTION TESD INSTALLED OVER WOOD BASED SHEATHING SHALL QUIRES INCLUDE A WATER RESISTIVEVAPOR PERMEABLE Results to be Verified BARRIER EQUIVALENT OT 2 LAYERS OF GRADE D catSlab Inspection PAPER. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 01"GI # 8 753 r\1 1 R 9 REVISION LOG REV. DESCRIPTION DRA E IV .. REVISION t3 J MULHERN+KULP N ° m residential structural engineeringVie• .. ° 20 South Maple Street, Suite 150 • Ambler, PA 19002 p�� y� < O H WLF) p215.646.8001 •mulhemkulp.com 0°•�`°�� W Nurbm+NdphuroAa�ed t*xWhw notrarkwedrryaha rdead ahxdbdprnes REVISION LOG REV. DESCRIPTION DRA 1. REVISION � J N co W w w WLF) NZ W .Ja CL� O LOT 174 CZ to + C� ISSUE DATE: FOR REVIEW REVISIONS: These drawings are the property of Ashton Woods Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2015 Ashton Woods Homes LAST REVISION _T LAST SAVED BY: SHEET NO: CS=1 x � J N co W w w WLF) NZ W .Ja CL� O SHEET NO: CS=1 co y , GENERAL FOUNDATION NOTES: - IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION OF SOIL ADJACENT TO BUILDING. - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. -SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN: - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2017 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - SOILS TREATMENT: BORACARE TERMITE TO BE APPLIED TO FRAMING PER PRODUCT SPECIFICATIONS. (PROVIDE CHEMICAL TREATMENT FOR PROTECTION FROM TERMITE INFESTATION ACCORDING TO THE STANDARDS OF THE NC DEPT OF AGRICULTURE.) - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE 2'-8" 10'-0" 28'-0" 0 MULHERN+KULP =� ]..?_residential structural engineering 20 South Maple Street, Suite 150 • Ambler, PA 19002 .°. T O p215.646.8001 • mulhemku/pcom o000: `• o O + ho notrork a,vw dxbi+es 15'-4" 19'-8" SLAB PLAN'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 8'-4" ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: x to J N ' in CO � a W Z a am a� J � y' CL o 0 SHEET NO: FL 1.0 z Lu IL OJ pC LU a PATIO SLAB bo REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS MAIN SLAB N NOTE: EXTERIOR WALLS ARE DIMENSIONED TO N OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. 10'-7 1/2" 17'-4 1/2" T... .............. oVERIFY UNDERSLAB N .............:.................... CONDUIT AT _ _ _ KITCHEN ISLAND Ch— N 6f D. EO N. I i to --- -- ............................................ ! ! ! 111L0 � WH 16'-8" 8'-21/2" -`_--- 3'-1 1/2" ....................:::: .a...... . T GARAGE SLAB N op REINFORCE PER LOCAL F2 CODE AND ENGINEER'S r SPECIFICATIONS 5'-9 1/211 21-511 PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS jr— F1 r///////, r 21-211 16'-4" V-3 1/2"2`/ ;P ao ;;t d: 19'-8" SLAB PLAN'S' 1 1 /4" = V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT 8'-4" ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: x to J N ' in CO � a W Z a am a� J � y' CL o 0 SHEET NO: FL 1.0 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 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. 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 301IX22". 1 -HR FIRE RATED PER STATE AND LOCAL CODE REQUIREMENTS. 11 HALF WALL, HEIGHT AS NOTED 13 SHOWER, TEMPERED GLASS ENCLOSURE 14 TUB -SHOWER COMBO, TEMPERED GLASS ENCLOSURE ONLY AS REQUIRED 16 SLIDE -1N RANGE W/ HOOD AND/OR MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SECOND FLOOR PLAN 'S' 2 1/4" - V-0" AT 22"X34" LAYOUT 1/8"= V-0" AT 11 " X 17" LAYOUT J LO 28'_O" a FIRST FLOOR PLAN'Sw 1/4" = V-0" AT 22"X34" LAYOUT 1/8"=1'-0" AT 11" X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: __F 0 SHEET NO: FIL 1.1 Fop” 0 I CAI ISSUE El 0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 4A 12 N m 4• , 0 Q 4 m �5 ., u, residential structural engineering AT ?' 20 South Maple Street, Suite 150 • Ambler, PA 19002��'°` 12 p215.545.MD1 • mulhemkulpxom ® ®®�®�S thAam+IWlpha adyr4hn LO5 notre aklogtff rdi toolhad"dpinm 2ND FLOOR PL. HT. _ — 2ND FL. WDW. HT.— LOFT ��, M. 8'-1" CLG. ,BED 81.1 CLG. ,� \ T i.bo v !Cl -i FLOOR FIN. FLR. _ i _ — d $:!ND ST FLOOR PL. HT. — — — — - `v 1 ST FL. WDW. HT. M @J U) 6 FOYER FIDR. U) IT N FAMILY 9'-4" CLG. 9-4" CLG. 9'-4" CL 9'4" CLG. n 1 ST FLOOR FIN. FLR. ............... .... ........„....I L. :: """"" ... ......I ...... I i. .. ................... .......... ... 1=1 ................ .,,,................... ...................I " i................... ............ IIi...... ............ .......... .... I � -777 BUILDING SECTION 1 'S' 3/16” = 1'-0" AT 22"X34" LAYOUT =1'-0" AT 11 " X 17" LAYOUT Fop” 0 I CAI ISSUE El 0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 4A m 4• , 0 Q 4 m MULHERN+KULP ., u, residential structural engineering AT ?' 20 South Maple Street, Suite 150 • Ambler, PA 19002��'°` F' 4(( • „ (0„•«•,� °®® p215.545.MD1 • mulhemkulpxom ® ®®�®�S thAam+IWlpha adyr4hn notre aklogtff rdi toolhad"dpinm Fop” 0 I CAI ISSUE El 0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: SHEET N0: FL 4A ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 6TH EDITION ( 2017) RESIDENTIAL NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = 7'-4" U.N.O. ON ELEVATIONS 2ND FLOOR = 7'-1" U.N.O.ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. — 4" SE ININDENININ1100101ni 111F. Tom= rh 2ND FLOOR FIN. FLR. — — — — — — — 1 ST FLOOR PL. HT. _ 1ST FL. WDW. HT. — E16 10" Q 1 ST FLQOR FIN. FLR_ REAR ELEVATION'S' 2 1/4" = V-0" AT 22"X34" LAYOUT 118"w. V-0" AT 11 " X 17" LAYOUT MULHERN+KULP�:®N residential structural engineering = I` 20 South Maple Street, Suite 150 • Ambler, PA 19002AT OF /u p215.648.8001 • mulhemkulp om 01, c num �' ISSUE CI0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED —BY:� SHEET NO: FL 5.1 ELEVATION KEYNOTE LEGEND E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDING W/ 1X3 BATTS AT 16" O.C. VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 2ND FLOOR PL. HT. - 2ND FL. WDW. HT. — 4" SE ININDENININ1100101ni 111F. Tom= rh 2ND FLOOR FIN. FLR. — — — — — — — 1 ST FLOOR PL. HT. _ 1ST FL. WDW. HT. — E16 10" Q 1 ST FLQOR FIN. FLR_ REAR ELEVATION'S' 2 1/4" = V-0" AT 22"X34" LAYOUT 118"w. V-0" AT 11 " X 17" LAYOUT MULHERN+KULP�:®N residential structural engineering = I` 20 South Maple Street, Suite 150 • Ambler, PA 19002AT OF /u p215.648.8001 • mulhemkulp om 01, c num �' ISSUE CI0.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED —BY:� SHEET NO: FL 5.1 ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING LIMITING DEVICES COMPLYING WITH THE 2016 FLORIDA RESIDENTIAL BUILDING CODE SECTION R312.2. NOTES: -GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. -WINDOW HEAD HEIGHTS: 1 ST FLOOR = T-4" U.N.O. ON ELEVATIONS 2ND FLOOR 7'-1" U.N.O. ON ELEVATIONS 3RD FLOOR = 7'-0" U.N.O. ON ELEVATIONS. -ROOFING: PITCHED SHINGLES PER BUILDER. -WINDOWS: MANUFACTURER PER BUILDER. DIVIDED LITES AS SHOWN ON THE EXTERIOR ELEVATIONS -ENTRY DOOR: AS SELECTED BY BUILDER -CHIMNEY AS OCCURS: TOP OF CHIMNEYS TO BE A MINIMUM OF 24" ABOVE ANY ROOF WITHIN 10'-0" OF CHIMNEY. -ALL EXTERIOR MATERIALS TO BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 12 5 N LO 2ND FLOOR PL. HT. DW. HT. _ .......................................... ... ............... .................................................................................................................................................................................................................. —T W...... ..........................................................................................................................................:................:...............................,.........................E13 [ ft 1ST FLOUR PL. M 1. —4,— ELEVATION KEYNOTE LEGEND 12 12 E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFMALL INTERSECTIONS E13 LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 PANEL SIDINGW/ 1X BATTS AT 16 O.0. (VINYL BOARD AND BATTEN SIDING) E16 1X TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED E19 STUCCO TRIM E22 STUCCO SMOOTH SAND FINISH U.N.O. 12 5 N LO 2ND FLOOR PL. HT. DW. HT. _ .......................................... ... ............... .................................................................................................................................................................................................................. —T W...... ..........................................................................................................................................:................:...............................,.........................E13 [ ft 1ST FLOUR PL. M 1. —4,— i x 12 12 J — 5� 5 00� N LL, z o ... 1011 E16 W N r � w CL o I rh 2ND FLOOR PL. HT_— W. HT. .............................................. ..................................................................................................................................................................................:...................:......................................................................................... ..................................................................................................................................... . .......... ... ................................ .............................. ...:.........................................,.................................... . 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E13 T 60 w'n V 0 E16 FASCIA..............................................................................................:.......................... .....................................................................................................................................................................................................:....................................?.-.1.................................................................:...............................................:..................... .......... 11 N E16 FRIEZE .......................................................................... .................................:...................:.................. . .......................................................... ............................................... T rn 2ND FLOOR FIN. FLR. — t............... 1 ST FLOOR PL. HT_ — - " - — E22 — rh 1 ST FL. WDW. HT.11 _ =` �_• — ' — - .`; �' �„ ._ _ : . — — E16 10 1011 E16 r W 10 BOX a bo U r E22 8" BOX COLUMN COLUMN y ...' .. 1ST FLOOR FIN. FLR. F'r RIGHT ELEVATION'Sl- LEFT ELEVATION'S' 1/4"=l'-O" AT 22"X34" LAYOUT 1/8"= V-0" AT 11" X 17" LAYOUT �/IA4"�= 12 0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT 5 12 5 N LO 2ND FLOOR PL. HT. DW. HT. _ .......................................... ... ............... .................................................................................................................................................................................................................. —T W...... ..........................................................................................................................................:................:...............................,.........................E13 [ ft 1ST FLOUR PL. M 1. —4,— i x � J — — 00� r' LL, z o ... 1011 E16 W 1ST FL. WDW. HT. � w CL o I 1011 E22 0" r W 10 BOX COLUMN y ...' .. 1ST FLOOR FIN. FLR. LEFT ELEVATION'S' �/IA4"�= 0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2016 Starlight Homes LAST REVISION LAST SAVED BY: �I SHEET NO: FIL 5ml A i x � J 00� r' LL, z o a Q W J � w CL o I I �I SHEET NO: FIL 5ml A 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 138.40 int BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET,2017 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODES. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET2017 FLORIDA BUILDING CODES. FLOORS, CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 2" CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: ALL ROOF DRAINAGE SHALL BE PIPED TO TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. LOCATE GUTTER AND DOWNSPOUTS PER ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF VENT CALL. ELEV.'S' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 1139 SF 273.28 int 546.56 int AREA 2 39 SF 9.33 int 18.67 M2 AREA 3 180 SF 119.20 int 138.40 int 1' EA' ROOF PLAN 'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11"X 17" LAYOUT %-"f w%% G G • N °. MULHERN+KULP 4 °• .�� residential structural engineering -0 �'• I -ATE OF °gip 20 South Maple Street, Suite 150 • Ambler, PA 19002 p215.1%6.8001 • mu/hemkulp.com �`�� •°" O Fi 1 111�an+Kelp ht rat m&wedqal d�dpi�es ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: MT � J N ' in 00 �a Z /WR a y LL [L o SHEET NO: FL 5.1.3 0 LUW Ca__ LL m m O a O w O m N W m 0 it �X Z U JLL .� 30" HIGH VANITY Y _ 0 BASE CABINET M CABINET M T T m CO SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS mm — mm BED 2 TO KEYLESS LA. .......... ._ 8'-l" CLG. LIGHT IN ATTIC 8'-1" CL U.._ .......... mm -mm - _>W I...._. _._I_. ._.....I ....._.._... f VAC ............ ................ 8'-1" CLG. I 8'-1" CLG. V//T I E:D 1314 . ..... . . . . . M 17R C7 BED 3 LOFT 8'-1" CLG. 8'-l" CLG. SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX — V LU VERIFY Z LOCATION Z IN FIELD O U WP/GFI AT A/C COND. N U A/C aFl Q I I ,I L_ UTILITY PLAN SECOND FLOOR'S' UTILITY 3 1 /4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0"' AT 11" X 17" LAYOUT PLAN FIRST FLOOR'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT NOTES: LEGEND: � J O y PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x � a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE H CHIMES n U CEILING FAN (PROVIDE ADEQUATE SUPPORT) 4 PUSHBUTTON SWgTCH wpnm EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET 3 3 // \\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) O ws CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/BIATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET I—® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX o h o HOSE BIBB P" TELEPHONE 2 o m � 1/4" WATER STUB OUT CO y s THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE w TECH HUB SYSTEM DISCONNECT SWITCH J w x I— LU z m 70, 4 U ¢ ¢ U W ih U I— ¢ m CC f� Z O Q J Z 2 N (3 W Z ZD v 0 W Z Q io CC O W O CC U CL W '. W W S 0 S w (D < _ o C1 h O 4 U C7 Y LL C7 r occ STANDARD ELECTRICAL BOX HEIGHTS m m O a O w O m N W m 0 it �X Z U JLL .� 30" HIGH VANITY Y _ 0 BASE CABINET M CABINET M T T m CO SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS mm — mm BED 2 TO KEYLESS LA. .......... ._ 8'-l" CLG. LIGHT IN ATTIC 8'-1" CL U.._ .......... mm -mm - _>W I...._. _._I_. ._.....I ....._.._... f VAC ............ ................ 8'-1" CLG. I 8'-1" CLG. V//T I E:D 1314 . ..... . . . . . M 17R C7 BED 3 LOFT 8'-1" CLG. 8'-l" CLG. SERVICE PANEL/ ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX — V LU VERIFY Z LOCATION Z IN FIELD O U WP/GFI AT A/C COND. N U A/C aFl Q I I ,I L_ UTILITY PLAN SECOND FLOOR'S' UTILITY 3 1 /4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0"' AT 11" X 17" LAYOUT PLAN FIRST FLOOR'S' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8"= 1'-0" AT 11" X 17" LAYOUT NOTES: LEGEND: � J N PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL ( ) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. - PROVIDE LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. � DUPLEX OUTLET a CEILING MOUNTED INCANDESCENT LIGHT FIXTURE H CHIMES n U CEILING FAN (PROVIDE ADEQUATE SUPPORT) 4 PUSHBUTTON SWgTCH wpnm EXTRA DUTY WEATHERPROOF GFI DUPLEX OUTLET 1 WALL MOUNTED INCANDESCENT T LIGHT FIXTURE 110V SMOKE DETECTOR O HARDWIRED AND INTER- 5o CONNECTED W/ BIATTERY BACK-UP // \\ V v CEILING FAN WITH INCANDESCENT LIGHT FIXTURE (PROVIDE ADEQUATE SUPPORT) aFi GROUND -FAULT DUPLEX OUTLET RECESSED INCANDESCENT LIGHT FIXTURE OR CEILING MOUNTED LED FIXTURE (VP) - VAPOR PROOF CO2 DETECTOR co HARDWIRED AND INTER - CONNECTED W/BIATTERY BACK-UP HALF -SWITCHED DUPLEX OUTLET I—® GAS SUPPLY WITH VALVE 220V 220 VOLT OUTLET EXHAUST FAN (VENT TO EXTERIOR) REINFORCED JUNCTION BOX EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) T THERMOSTAT —} HS HOSE BIBB P" TELEPHONE WALL SWITCH TELEVISION � 1/4" WATER STUB OUT P, LJ ELECTRIC METER s THREE-WAY SWITCH ® FLUORESCENT LIGHT FIXTURE © ELECTRIC PANEL WALL SCONCE $ a FOUR-WAY SWITCH TECH HUB SYSTEM DISCONNECT SWITCH ISSUE [10.02.17 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST REVISION LAST SAVED BY: U 0 SHEET NO: FL 6ol i � J N � � a LU asIL CL 0 U 0 SHEET NO: FL 6ol i aaannn T C IV a MULHERN+KULP =T. residential structural engineering —:0 Uj 20 South Maple Street. Suite 150 a Ambler, PA 19002 „ °'�®� p215.646.8001 • mulhemkulp.com °°�� 1®%. R 1 �. �m"' 0 ; I ® O �% % Muton+Ifujhs 1�6pMgbr ony,nan. notdagaha Na.ianrchledaaherdbdpia� T ISSUE [10.02.17 FOR REVIEW REVISIONS: ,r 2X EXT. BEARING WALL r'• -- WEATHER RESISTANT BARRIER - TYPAR i_ RUNG TO 1 1/2" BELOW TOP OF BLOCK HARDIE BOARD HORIZ. SIDING HOUSE WRAP EXTERIOR SHEATHING These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2016 Starlight Homes LAST RIM JOIST REVISION Z -FLASHING HARDIE TRIM, BOTTOM SITS 1 1/2" BELOW TOP OF BLOCK LAST SAVED BY: CA "• J -CHANNEL STUCCO STOP �.. 5/8 TEXTURED STUCCO OVER BLOCK �4 N 9 d. 4� ,�a Ljj — T LV HORIZ. BOARD SIDING DETAIL W/ Q � T STUCCO @ PERPENDICULAR TO 0.0 WALL FL. TRUSSES 1 3" = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11 " X 17" LAYOUT SHEET NO: D-1 CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J0I5T/13LK'6. (1) NAIL o 4" O.C. (1) NAIL o 4" 0.6. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 72 - NA -ILS 3 NAILS RIM TO TOP PLATE TOENAILS o 6" o.c. TOENAILS o 6" 0.0 BLK'G. BTWN, J015T5 TO TOP PL (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o I6" o.c. DOUBLE TOP PLATE LAP SPLICE NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TDP PLATE LAP o CORNERS INTER5ECTIN6 WALLS (2) NAILS (2) NAILS * 212"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN Window $ Door A lIovable Wind re55Ure5 140 MPH Wind Zone Ex oSUre G OPENING SIZE INTERIOR ZONES END ZONE5(D HD -2 13' Garage Door +25.1 PW -28.4 PSF +25.1 P5F/-28.4 P5F 16' Garage Door 10 SOFT. +24.1 PSF/-26.8 PSF +28.8 P5F/-31.2 P5F +24.1 PSF/-26.13 PSF +26.6 P5F/-38.5 P5F 20 SOFT. +21.5 P5F/-21.1 P5F +21.5 P5F/-35.1 P5F 50 SOFT. +25.8 PSF/-28.3 PSF +25.6 PSF/-32.5 P5F 100 SOFT. +24.5 PSF/-26.q PSF +24.5 PSF/-2q.a PSF 500 SOFT. +21.5 P5F/-23A P5F +21.5 P5F/-23.q P5F (DEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, but not less than 496 of least horiz. dim. or 3 ft. FLOOR FRAM I NO • I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JIO15T /TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" GONFORMING TO P52-04, 24" O.C., EXP05URE I, TONGUE AND GROOVE EDGE5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS b" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. mmmmi EXTERIOR � SHEAR WALL SHEATHING SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TANDARD GON5TRUGTION ISYMBOL SHEAR PANEL SPEC. 1/16" PLYWOOD OR 055 FASTENED W PI 212 x0.131 NAILS @ 6 O.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 1/16" PLYWOOD OR 05B FA5TENED W P3 212"x0.131" NAIL5 @ 3" o.G. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATH ALL EXTERIOR WOOD FRAMED WALLS W/ 1/16" PLYWOOD OR 055 FASTENED W/ 2 "x0.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMINC7 OR 2X BLOGKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING o 16"o.c. MAX. U.N.O. ON PLAN, 3. 5HEATHIN6 SHALL BE CONTINUOUS FULL HEIGHT OF 2ND FLOOR WALL FROM BOT. OF RIM TO DOUBLE TOP PLATE. 4. ALL SHEAR HALLS 5HALL HAVE DOUBLE TOP PLATE5 FASTENED TOGETHER W/ %"xO.131" NAILS @ 16"o.c. USE (8) 312"x0.131" NAILS o EA. LAP SPLICE. (TYP. U.N.0) 5. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEAR WALLS AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. b. SEE ARCHITECTURAL DRAWINGS FOR ADM. WALL GON5TRUGTION REQUIREMENTS. 1. ALL EXTERIOR WALL5 GON51DERED FOR SWEAR WALL5. 8. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIIN6 MEMBERS. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHINC7 5HALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 2446, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS W 23/8"x0.113" RING SHANK (R5R5-01) NAILS (OR BETTER) o b" o.c. o PANEL EDGES 4 IN FIELD. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. FA5TEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ NAILS o 3" O.G. • AT ALL AREAS WITHIN THE END ZONE DISTANCE FROM ROOF EDGES, RIDGES, VALLEYS, 4 HIPS, PROVIDE BLOCKING ALONG PANEL EDGE5 4 FASTEN w/ 2y2"0.131" NAILS o 4" O.G. AN END ZONE 15 DEFINED AS 10% OF THE BUILDIN65 LEAST HORIZ. DIMEN51ON (I.E.: 30' WIDE = 3' END ZONE). • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS, FASTEN EACH END TO TRUSS BELOW W U5P MTWI2 AND (2) 300.131" TOENAILS TO EACH TRU55 BETWEEN. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"0.131" NAILS o Ib D.G. UI°L I PT CONNECTORS BEARING CONDITION 55 CONNECTOR 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B) LENGTH HD -2 SIMP50N MSTGbb STRAP TIE (24" END LENGTH (MSTGbbB3 ALTERNATE) < 15' 51MP50N H2,5A 51N6LE ROOF TRU55 BEARING ON SPAN HEADER W000 STUD WALVWOOD BEAM 2 2x8 5PF OR 57P #2 W/ H4x6 3.5"x55" APP I.6E SHORT > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALUY4000 BEAM H4x10 3.5"xg5" AFP I.6E 5HORT SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL (2)2x12 2 2x12 5PF OR 5YP #2 YV/ ROOF GIRDER TR1,155 OR FLUSH ALL (2) 51MP50N HETAI6 BEAM BEARING ON GMU WALL SPAN HEADER ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH GONNEGTOR A5 LISTED ABOVE. HOLD-DOWN 50HEDULE SYMBOL SPECIFICATION HO -1 51MP50N HTT-4 HOLD-DOWN (W/ 55TBI6 A.B) (2)2x6 HD -2 SIMP50N MSTGbb STRAP TIE (24" END LENGTH (MSTGbbB3 ALTERNATE) 35"x55" AFP I.6E SHORT L�G�ND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • - • • - BEAM / HEADER • LOCATION AND EXTENT OF SHEAR WALL M7-7-7-71 EXTENT OF OVERFRAMIN6 INDIGATE5 LOCATION OF REINFORCED GMU GORE W. (SEE NOTES) J L METAL HANGER * INDICATES P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. HEADER SUBSTITUTION SCHEDULE LABEL M50RIPTION LABEL DESCRIPTION (2)2x6 2 2x6 5PF OR 5YP #2 W/ H4X6 35"x55" AFP I.6E SHORT issuedate: 06-29-17 1/2" PLYM FLITCH PLATE SPAN HEADER (2)2x8 2 2x8 5PF OR 57P #2 W/ H4x6 3.5"x55" APP I.6E SHORT 11-09-17 MK 1/2' PLYWD FLITCH PLATE 12-11-17 MK SPAN HEADER (2)2x10 2 2x10 5PF OR 5YP #2 W/ H4x10 3.5"xg5" AFP I.6E 5HORT 1/2' PLYYVD FLITCH PLATE 5PAN HEADER (2)2x12 2 2x12 5PF OR 5YP #2 YV/ H4x10 3S11xq.5" AFP I.6E SHORT 0 3: 1/2' PLYWD FLITCH PLATE SPAN HEADER 1. WHERE 5PF OR 5YP #2 BUILT-UP HEADERS ARE 5PEGIFIED ON THE PLANS, ANTHONY FOREST PRODUCTS (AFP) I.6E 5HORT5PAN HEADER5 MAY BE SUBSTITUTED PER THE HEADER 5U135TITUTION 5GHEDULE ABOVE. 2. AFP I.6E 5HORT5PAN HEADER5 HAVE THE FOLLOWING MINIMUM PROPERTIES: E = 1,600,000 psi, Fib = 1,500 psi, Fv = 115 psi, Fc -perp = 650 psi. 3. AFP I.6E 5HORT5PAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADER5 ARE 5PEGIFIED ON THE PLAN5. 4. REFER TO THE STANDARD HEADER NOTE5 WITHIN GENERAL FRAMING NOTES ON SHEET 50.0 FOR ADDITIONAL HEADER INFORMATION. THIS MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING CODE (SECTION IbOq) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING COMMUNITIES ONLY: 140 MPH -EXP. G WH15PERIN6 RID6E 5T. DAMES GR0551N6 SHEARWATER ESTATES WYNDHAM PRESERVE - 6R1550N E. ANY COMMUNITY NOT LISTED HERE REQUIRES FORMAL EVALUATION B APPROVAL FROM MULHERN $ KULP STRUCTURAL ENGINEERING. GENERAL STRUCTURAL NOTES • DE516N IS BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CON5TRUGTION" - LATEST EDITION. • DE516N LOAD5: ROOF LIVE = 20 P5F DEAD = 7 'P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS) = 30 P5F o 5LEEPIN6 AREAS = 50 P5F o GARAGE DEAD = 10 P5F (20 P5F TOTAL o TILE) WIND ULTIMATE NINE) SPEED 4 EXPOSURE A5 L15TED R15K GATE60RY 11 GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x4 SPF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o lb" O.G. (MAX). • ALL NON-BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G, (MAX). SINGLE TOP PLATES ALLOWED PER 8602.2.2.1. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. 5TA(96ERED. 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 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3 -PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/I6" 05B FASTENED W/ 212"x0.131" NAILS o 6" O.G. o EDGE5 4 12" O.G. o CENTER FIELD, PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.oxlo"6 p'I • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 6" 0/6 OR 2 ROWS14"x312" 51MP50N 505 56REW5 (OR 312" TRU55LOK SCREWS) 0 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN67 AT BOTH FACES FOR 3 -PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREWS 2" FROM EDGE. SOLID 312 OR 514" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 14"xb" SIMPSON 505 SCREWS (OR b 3/4" TRU55LOK 5GREW5) o Ib" OIG- USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 50REW5). LOCATE TOP AND BOTTOM 5CREW5 2" FROM EDGE. A 5OLID 7" BEAM 15 ACCEPTABLE. • ALL EXTERIOR 4x4 WOOD P05TS SHALL HAVE SIMPSON PG4Z/EPG4Z GAP 4 ABU44Z BASE, U.N.O. • ALL INTERIOR WALL STUDS IN CONTACT W/ GMUWALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/14" DIA. X 4" LONG TAPGON5 o 24" O.G. seal: I/b/204 G. v. a m A = � 'S°^ > . ° �� 1m�� 'ONd ntro ll @� © copyright: MULHERN & KULP Structural Engineering, Inc, 0.0) J c � ca z UJ 3:,; '4-0 rL c � a W project number. 181-17013 project mgr; S D I drawn by: G D V issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK V) ... w W0WJ 2i 0 3: 28'-0" 10'-0" 7 SDI.O PORCH 5LAB: 3 1/2" GONG. SLAB ON GRADE (2500 PSI MIN) N/ bxb-01.4x01.4 MESH OR FIBER MESH ON 15% COMPACTED FILL OR VIRGIN 501L � I 1 YOI 501.0 5.6.D. RECESS PER i MANUF. IN5TRUGTION5 I I CONCRETE 5LAB: 3 1/2" GONG. SLAB ON 6RADE (2500 P51 MIN) W bxb-WI.4xNI,4 MESH OR FIBER MESH OVER b I MIL. POLY ON q5% COMPACTED d FILL OR VIRGIN 501E N I SEE BLOCK PLAN FOR VERTICAL BAR LOCATIONS I I 4 2411x24"x12" GONG. FTG. 501.0 UNDER P05T ABV. 4'-2" 4'-2" 6ARAOE 5LAB: I 3 112" GONG. SLAB ON GRADE (2500 P51 MIN) N/ bxb-HI,4xHl.4 MESH OR FIBER ME51-1 OVER 6 MIL, POLY ON 15% COMPACTED FILL OR VIRGIN 501E I I o i I N I � 5 I � 501.0 I � I I b 18 I I 501.0 5DI.0 ------- ----------- N - -�-- I J D2. � I 5D1.0 Ib"xlb"x8" THICKENED SLAB 2'-4" Ib' -0" '-4° V-4" 28'-0" 5LAB FOUNDATION PLAN :22x34 5CALE: 1/4"=1'-011 I Ixil 5GALE: I/5" =1'-0" �r.i=vim. a, 1, % v �o I PORCH 5LAB: 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ bxb-HI.4xWl.4 1ME5H OR FIBER MESH ON 45Y COMPACTED FILL OR VIRGIN 501L TERMITE PROTECTION - 5ENTRIGON (A5 CH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R310 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 CONCRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5E0 FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51% A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOHN51POUT5 5HALL 1?15GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, NHETHER BY UNDER61ROUND PIPIN6, TAIL EXTEN51ON5, OR SPLASH BLOCK5. 6UTTER5 KITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINC75 KITH EAVE5 OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STiRU07I)RAL NOTE5 FOUNOATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOKABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE5ISTANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER s HARDHARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 26 DAY5, U,N.o.: f'c = 2,500 psh ....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA135 ON 6RADE 5HALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNER5 OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE 5LAB CRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN000S END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 1151 N/ MAX 5/8" A06RE6ATE • CONCRETE MA50NRY UNIT5 5HALL BE A5TM Gq0 HITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30 LAP 5PLIGE WITH FOOTING DOOEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR 0ALL5. (A5 SHOWN ON PLANS) • ROU61-1 OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYPIG,4L STRUCTURAL NOTES $ SGHEOULES seal: 1/15/2018 po�,�� ®® � G .4 gyp. . . ; 9 a TATE OF Ile Q copyright ; MULHERN & KULP Structural Engineering, Inc. a� c J '4) m a rLm Z WLU) o �E 2 c � NLd C/1 L �— ��q W project number. I 181-17013 project mgr SDI drawn by: G D V issuedate: 06-29-17 REVISIONS: j date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD Q sheet: LEFT HAND S100 I PORCH 5LAB: 3 1/2" GONG. SLAB ON GRADE (2500 P51 MIN) w/ bxb-HI.4xWl.4 1ME5H OR FIBER MESH ON 45Y COMPACTED FILL OR VIRGIN 501L TERMITE PROTECTION - 5ENTRIGON (A5 CH05EN BY BUILDER) I. TERMITE PROTECTION 5HALL BE IN ACCORDANCE WITH THE FBG R310 AND ALL RELATED 5UBGATE60RIE5. 2. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATIN6 CONCRETE SLAB -ON -GRADE FLOOR5 5HALL NOT BE OF GELLUL05E GONTAININ6 MATERIALS. IF 501L TREATMENT 15 U5E0 FOR SUBTERRANEAN TERMITE PROTECTION, THE 5LEEVE 5HALL HAVE MAXIMUM HALL THIGKNE55 OF 0.010 INCH AND BE 5EALED WITHIN THE 5LAB U51% A NON-GORRO5IVE GLAMPIN6 DEVICE TO ELIMINATE THE ANNULAR SPACE BETHEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 5HALL BE APPLIED INSIDE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEAD5, AND ROOF DOHN51POUT5 5HALL 1?15GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE 5TRUGTURE 51DENALL, NHETHER BY UNDER61ROUND PIPIN6, TAIL EXTEN51ON5, OR SPLASH BLOCK5. 6UTTER5 KITH DOHN5PUT5 ARE REQUIRED ON ALL BUILDINC75 KITH EAVE5 OF LE55 THAN b INGHE5 (152mm) HORIZONTAL PROJEGTION EXCEPT FOR GABLE END RAKE5 OR ON A ROOF ABOVE ANOTHER ROOF GENERAL STiRU07I)RAL NOTE5 FOUNOATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOKABLE 501L BEARING CAPACITY OF 1,500 P5F. THE5E FOUNDATION DE516N5 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 6REATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THE5E FOUNDATION DE516N5 ARE 5TILL ADEQUATE. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • BUILDER TO VERIFY CORRO5ION-RE5ISTANGE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER s HARDHARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 26 DAY5, U,N.o.: f'c = 2,500 psh ....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 5HALL BEAR AT LEA5T 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA135 ON 6RADE 5HALL BEAR ON VIR61N 501L OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNER5 OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE 5LAB CRAGK5 ARE LIKELY TO DEVELOP. (20'-0" O.G) • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015CONTIN000S END OF REINF. • GROUT SHALL BE A5TM G41b F'c=3000 1151 N/ MAX 5/8" A06RE6ATE • CONCRETE MA50NRY UNIT5 5HALL BE A5TM Gq0 HITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP HALL AND 5HALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30 LAP 5PLIGE WITH FOOTING DOOEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE GONTINUOU5 FULL LEN6TH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL HALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR 0ALL5. (A5 SHOWN ON PLANS) • ROU61-1 OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. REFER TO 5-0.0 FOR TYPIG,4L STRUCTURAL NOTES $ SGHEOULES seal: 1/15/2018 po�,�� ®® � G .4 gyp. . . ; 9 a TATE OF Ile Q copyright ; MULHERN & KULP Structural Engineering, Inc. a� c J '4) m a rLm Z WLU) o �E 2 c � NLd C/1 L �— ��q W project number. I 181-17013 project mgr SDI drawn by: G D V issuedate: 06-29-17 REVISIONS: j date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD Q sheet: LEFT HAND S100 28'-0" 23'-8" MB -I 17'-0" d- Ib' -011x7'-0" 3068 DOOR GARAGF DOOR J 41 "xb4V2" R.O. D2 26'-0" 1114" Wm b'-0" '-4" START 5LOOK FLAN 22x34 5CALE: 1/4"=1'-0 ELEVATION 5 110 5CALE: 1/8"=1'-0" N MASONRY LINTEL ASSEMBLIFS 5EE 50HIEDULE AND 9PECIFICATION5 FOR ADD'L INFO GROUT [PRECAST LINTEL W EMBEDDED REINF. t__04 6ROUT BOTTOM REINF, PRECAST LINTEL W I I EMBEDDED REINF. MARK il`—�I� MB -1 MB -2 M13-1 m� m� -- - TOP Rem. — TOP REINF. ----- (1) #5 VERTICAL 81716-113AT (1) #5 SHEAR TIES #3 VERTICAL TIE5 ® 4"o.G. w/ 6ROIJT GROUT AND LOTT'S CONCRETE. ® BOTTOM REINF. - BOTTOM REINF, 2. 5HORE FILLED LINTELS A5 REQURIED. PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL W � I I EMBEDDED REINF. 5. ALL REINFORCEMENT SHALL BE GRADE b0, fy=60 W 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DESIGN. miS ASSEMBLY REQ. MB -3/ MB -3A MB -4/ MB -4A TICS � 5r �. MB4& LINTELSt LINTELS DE5I6NATED WITH AN MB -3N4& SHALL BE CONSTRUCTED THE SAME AS M"/4 EXCEPT THE DEPTH SHALL BE MODIFIED FROM I'-4" TO I'-2' BY FIELD GUTTING THE TOP OF THE PRECAST LINTEL DOWN 2'. ALL OTHER SPECIFICATIONS SHALL REMAIN THE SAME. BOND BEAM ROW SHALL RUN DONT THRU TOP LINTEL COURSE. MA50NRV LINTEL PETAI L5 H tl3 zWU. REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-OB/OT ----- -- - MB -2 8F8-IB/OT ----- (1) #5 MB -3 81716-113AT (1) #5 (1) #5 #3 VERTICAL TIE5 ® 4"o.G. w/ MB -4 81716-2B/IT (i) #5 (2) #5 160 DEGREE HOOK T45 APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. T= I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT OUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE b0, fy=60 W 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 517E REQUIRED BY DESIGN. TERMITE PROTEGTION - 5ENTRIGON (65 GH05EN BY BUILDER) I: TERMITE PROTEGTION 5HALL BE IN AGGORDANGE WITH THE FBG R318 AND ALL RELATED 5UBGATE60RIES. 2. PROTEGTIVE 5LEEVE5 AROUND PIPING PENETRATING GONGRETE 5LAB-ON-GRADE FLOORS 5HALL NOT BE OF GELLUL05E GONTAINING MATERIAL5. IF 501L TREATMENT 15 U5ED FOR SUBTERRANEAN TERMITE PROTEGTION, THE SLEEVE 5HALL HAVE MAXIMUM WALL THIGKNE55 OF 0.010 INCH AND BE SEALED WITHIN THE 5LAB U51NG A NON -CORROSIVE GLAMPING DEVIGE TO ELIMINATE THE ANNULAR 5PAGE BETWEEN THE PIPE AND THE 5LEE\/E. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE 5LEEVE. 3. GONDEN5ATE LINE, IRRIGATION/5PRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWN5POUT5 5HALL 1?15GHAR6E AT LEA5T I FOOT (305mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOGK5. 6UTTER5 WITH DOWN5PUT5 ARE REQUIRED ON ALON�A L BUILDINGS WITH EAVE5 OF LE55 THAN 6 INGHE5 (152mm) IZONTAL PROJEGTION EXGEPT FOR GABLE END RAKE5 OR ROOF ABOVE ANOTHER ROOF mmmmmmmmrj GENERAL STRUCTURAL NOTES FOUNVATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTING5 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. THE5E FOUNDATION DE5161145 ARE AL50 ADEQUATE FOR ALLOWABLE 501L BEARING GAPAGITIE5 GREATER THAN THE 1500 P5F MIN. REQUIRED. (I.E. IF 2000 P5F 501L 15 PRE5ENT, THESE FOUNDATION DE51GN5 ARE STILL ADEQUATE. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED 5OUTHERN PINE #2. •BUILDER TO VERIFY GORRO51 ON-RESI STANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT W PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • GONGRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 p5C: ...... FOOTINGS 2,500 p5if:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOT I NG5 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR 15% GOMPAGTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNERS OF SLAB ED6E5, AND OTHER LOGATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. (20'-0" 0.0 • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN000S END OF REINF. • GROUT SHALL BE ASTM 641b F'c=3000 P51 w/ MAX %" AGGREGATE • CONCRETE MASONRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BA5E1? ON AGI 530/530.1 • ElREINF=ORCED GMU GORE5 (A5 INDICATED ON PLAN) SHALL BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL • GROUT 50LID ALL REINFORGED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE GONTINUOU5 FULL LENGTH OF WALL • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, 5HALL BE LOGATED IN THE GENTER OF THE MA50NRY GELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER5 TO VERIFY. seal: 1/15/2018 ®%% : y ®< gip® 0 4 s a 1A 01' �a v01 �ppppmf4W@ © copyright : MULHERN & KULP Structural Engineering, Inc. Q. Cm J 'E D Cm � a E a l0 • � U7 CL$ 0.' ac W` y _I4) 00 TCo LG IN M&K project number: 181-17013 project mgr. SDI drawn by: C D V issuedate: 06-29.17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz - r�rrrrr� LLi O Z REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES sheet: LEFT HAND 0 H tl3 zWU. 0 W > 0 OCOa REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES sheet: LEFT HAND 0 0 I I FI.:, ND FLOOR FRA NG 11 x34 SCALE: 1/4"=1'-0" A '-0" : MONO TRUSSES GAP 8 A5N44Z BA5E 0 24" O.G. (lYP.) InI A k ELEVATION 5 REFER TO 5-0.0 FOR Tl'PIGAL STRUCTURAL NOTES 4 SCHEDULES seal: 1/15/2015 e0,%ji l R o d uppF��,� 0 4° Q copyright: MULHERN & KULP Structural Engineering, Inc. J '4) °' E a Co c w m Za u W` N� y CL J 4) s D:2 1 W y LdN L- N a IV IF M&K project number: 181-17013 project mgr SDI drawn 4: C DV issue date: 06-29.17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK Cz V) LU 0 W 100z V U. w � � o 0 :F .. > 0 0Q 0 (C)z LL sheet LEFT HAND N O i ii � O 8" CMU BLOCK R4.1 FI -FOIL OR (1) #5 FROM FT6. TO EQUAL OVER V4"FURR STRIPS BOND SEAM. SPLICE . . . . . . . TO BE MIN. 30" 3Y2" GONG. SLAB W GROUT CELL SOLID WWF OR FIESERME5H REINF. OVER 6 MIL. QN VAPOR BARRIER z r z 6RA12E A4 o -ISI—ISI—ISI—ISI =— =— —.�I—ill 1 Iz 1=1 I 1=1 I F- m I IE CLEAN—,'�9 1= 1 I' MONOLITHIC COMPACTED FILL FOUNDATION YV 0 15% STANDARD (2) #5 HORIZ. DENSITY MIN. CONT. ON CHAIRS (VI MIN. COVER) INHERE 2ND STORY OCCURS FT6. SHALL BE 11-411 Yill?E W (;V #5 BARS POOTIN& SECTION VV BLOCK DETAIL- WAU, Nm NON -LOAD BRO. WALL 6ARA6E INTERIOR p* I A 1=1 I =--I I 1=1 I LI .III -1 I I (1) #5 COW. Vil 31 MIN. COVER 5" CMU BLOCK (1) #5 FROM FT6- TO BOND BEAM. SPLICE TO BE MIN. 30" GROUT CELL 50LID LU z MATCH CM LEDGE PER I75PI.0 d• GRADE =1 I M I M I I=I I I=1 1=1I I= �_i I IEEI I F�A I F 1=1 1=III4 1=1 I F I I:=1 I 1=1 I F: M= IIE CLEAN II II I MONOLITHIC COMPACTED FILL 11-0 to FOUNDATION PV a 15% STANDARD (2) 05 HORIZ. DENSITY MIN. CONT. ON 6HAIR5 WHERE 2ND STORY MIN. COVER) Occ,*5 FT6. SHALL BE V-4' VilVE v41 (2) #5 BARS �11ET�AIL�sc�� tars FILLED CELLS (5EE FLAW .............. . . . . . . . . . . . . . . . . . . . . . . . . . . . 411 67ARAI57E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t ............. . . . . . . . . . . . . . TOP \/1EA ®CORNER F 7 OARAOE HALL ),12" CONC. SLAB 4 '4' 4 I=— I I I=— III—III—III—III-111_11 :: E = ro I r= -'.Fl IEI I G I IEII I 17 20"x8" THICKENED 1511 IE1 I 1=1 I 1=1 I I I E126E W (2) #5 CONT. I OFFSET FOOTING NONBEARING DETAIL t2'N-THICKENEV E1767E @ 6ARA6E DOOR DETAIL V4" RECE59 * SLIDING t . , 4e. CLASS DR. 44 SILL FORMED ON SITE W JOINT SLOPE 5ILL FORMED ON 517E 3A° GONG. SLAB 01 (2500 P.5.1) h/ 6x6 10/10 W.W.M. AND 6 MIL. VAPOR BARRIER '[4 4. i 4' EXP JOINT 4- ER MF6. 5PE05 I -Q) 4 56V POURED BILLS DETAIL EXTERIOR OUTSAINC WALZ III II 'd 6" CMU BLOCK (1) #5 FROM FTC). TO BOND BEAM. SPLICE TO BE MIN. 25" GROUT CELL 50LID GRADE R4.1 FI -FOIL OR EQUAL OVER FURR STRIPS /-3)'2" CONC. 5LA13 W HW OR FIBERME51-1 REINF. OVER (b MIL. VAPOR BARRIER rt IE:I T A. III HIT CHASE PVC SLEEVE TO BE TWICE THE DIAMETER OF PROTECTED PIPE 'NE DETAIL NTS Y2" GYP. Do. EA. SIDE OF 2x'S o 1611 O.C. STUD PLATE TIES 0 STUD TOP t BOT. (IF FASTEN YVY4"x5" LONG TAPCON5 NOTED ON PLANS) 0 2' -8" O.C. AND 12" MAX FROM END OF HALL (UNLESS NOTED K. BOT. PLT. OTHERWISE ON PLANS) '117 A. ..4 A.. • III 11=111=111 III= LI 15 111=111Z CJ 11 all #5 HORIZ. CONT. ON CHAIRS 0' MIN. COVER) WHERE 2ND STORY OCCURS FT6. SHALL BE I' -W HIVE K/ 0) #5 BARS UPLIFT CONNECTORS SUCH AS 5TUP PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON KALL5 NOT EXF05ED TO UPLIFT FORCES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING WALLS PER ABOVE, UNLESS NOTED OTHERWISE ON PLANS , INT. BEARING MLL FOOTING 17ETAIL W'xb" THICKENED SLAB W (1) #5 CONT. OIHII�,KINIII EVIIE VITAL wZ ws 8PROVIDE 2501, " GMU BLOCK MIN. LAP SPLICE (1) #5 VERT. IN 5 Y25" GONG. SLAB n/ 6ROUTEV CELL, FULL MF OR FIBERME5H HT. (SEE PLANS FOR REINF. OVER b MIL. LOCATIONS} VAPOR BARRIER If— x BREAK FACE SHELL To ALLOW FOR SLAB GRADE GROUT SOLID BELOW SLAB PoYsIN TO FOOTING #5 DOWEL PV 61112"Ab" CONT. CONT. -4��FTC7, PV (2) #5 HoRIZ. HOOK (SEE PLANS FOR LOCATIOW COW. ON cHAIR5 (311 T'. 41 MIN. COVER) k@mFF10E11 GRAVE DETAIL .1 we 5" CMU BLOCK BEYOND _R4.1 FI -FOIL OF, project mgr. SDI EXTERIOR DOOR EQUAL OVER drawn by: CDV 101" FURR STRIPS issuedate: 06-29-17 MTL.THRE5HOLD 3 A2" CONC. 5LA13 W SET IN SEALANT HW OR FIDERMESH REVISIONS: REINF. OVER 6 MIL. VAPOR BARRIER PORCH SLAB -7 date: iniflal: (SEE PLANS) I -4 09-25-17 MK 4 11-09-17 MK I I MI I IEE I MK :=_I I M I I-111— 12-11-17 IIE I =111= I - I IJE�iT I r=—'' T .1 r= A =1 I IE�� 11=1 17- 4 ,TEV I JEJ I I CLEAN COMPACTED ilrF—,','—Fl 1, Eii DI FILL o q5% STANDARD DENSITY AND TERMITE TREATED MONOLITHIC, FOUNDATION YV (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2ND STORY CM OCCURS FTG.. SHALL BE V) V-4' WIDE w/W #5 BARS LU W'mJ 2 0 scw.e, yrs 6" CMU BLOCK R4.1 FI -FOIL OR 's EQUAL OVER -------- #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" Y2" CONC. 5LA13 W 6ROUT CELL 50LID HAIF OR F113ERMESH U REINF. OVER 15 MIL, PORCH SLAB 7 VAPOR BARRIER (SEE PLAN) UJ Zf iii —'4 4. J 4 4 4 IIS 111-111—III � a LL EXP JOINT4� UJ - 0 MONOLITHIC WCLEAN 1 FOUNDATION W COMPACTED FILL (2) #5 HORIZ. e q5% STANDARD' II -011 CONT. ON CHAIRS > 0 DENSITY MIN. 1 0' MIN. COVER) z Q MERE 2ND STORY z OCCURS FT6"SHALLBE 1'-4" HIDE W (2) #5 BARS 0 LL 00 0 al � �!IOR 1LL IA�19 PORCH 5L.A11 DETAIL V-10 A sheet: SD 1 *0 seal: G. 0 . ......... • INTERIOR '•A Y2, eyr. BD. EA. SIDE OF 2x415 * 161 O.C. r 0 FASTEN VVY4"W' LONG TAFCON5 6ARA6E r N, 0 2'-8" O.C. AND 12" MAX FROM / 1 2 21/411 END OF WALL ONLE55 NOTED 1 11211 OTHERWISE ON PLANS) copyright: MULHERN & KULP STUD PLATE TIES o STUD Structural Engineering, Inc. PT 130T. PLT. TOP 4 DOT. OF NOTED ON PLANS) 0) z (D d j.e: q.. r +.0 (2) #5 HORIZ. CONT. ON C 10 10 HAIRS z (31, MIN. COVER) A-4 W LU) UPLIFT CONNECTORS SUCH AS 5TV0 PLATE TIES, HURRICANE CLIPS, ETC. ARE NOT REQUIRED ON KAU5 NOT EXPOSED TO UPLIFT FORCES (REFER TO PLANS). PROVIDE ANCHORS AT BEARING Wil -1-5 PER ABOVE, WLE55 NOTED OTHERWISE ON PLANS (7oFnET FOOTING BEARING VETAIL W project number: 181-17013 5" CMU BLOCK BEYOND _R4.1 FI -FOIL OF, project mgr. SDI EXTERIOR DOOR EQUAL OVER drawn by: CDV 101" FURR STRIPS issuedate: 06-29-17 MTL.THRE5HOLD 3 A2" CONC. 5LA13 W SET IN SEALANT HW OR FIDERMESH REVISIONS: REINF. OVER 6 MIL. VAPOR BARRIER PORCH SLAB -7 date: iniflal: (SEE PLANS) I -4 09-25-17 MK 4 11-09-17 MK I I MI I IEE I MK :=_I I M I I-111— 12-11-17 IIE I =111= I - I IJE�iT I r=—'' T .1 r= A =1 I IE�� 11=1 17- 4 ,TEV I JEJ I I CLEAN COMPACTED ilrF—,','—Fl 1, Eii DI FILL o q5% STANDARD DENSITY AND TERMITE TREATED MONOLITHIC, FOUNDATION YV (2) #5 HORIZ. CONT. ON CHAIRS MIN. 0" MIN. COVER) WHERE 2ND STORY CM OCCURS FTG.. SHALL BE V) V-4' WIDE w/W #5 BARS LU W'mJ 2 0 scw.e, yrs 6" CMU BLOCK R4.1 FI -FOIL OR 's EQUAL OVER -------- #5 FROM FT6. TO FURR STRIPS BOND BEAM. SPLICE TO BE MIN. 30" Y2" CONC. 5LA13 W 6ROUT CELL 50LID HAIF OR F113ERMESH U REINF. OVER 15 MIL, PORCH SLAB 7 VAPOR BARRIER (SEE PLAN) UJ Zf iii —'4 4. J 4 4 4 IIS 111-111—III � a LL EXP JOINT4� UJ - 0 MONOLITHIC WCLEAN 1 FOUNDATION W COMPACTED FILL (2) #5 HORIZ. e q5% STANDARD' II -011 CONT. ON CHAIRS > 0 DENSITY MIN. 1 0' MIN. COVER) z Q MERE 2ND STORY z OCCURS FT6"SHALLBE 1'-4" HIDE W (2) #5 BARS 0 LL 00 0 al � �!IOR 1LL IA�19 PORCH 5L.A11 DETAIL V-10 A sheet: SD 1 *0 CD ►I (4)23/8"X0.113 R.5. TOE NAIL5 0VERFRAMIN6 ROOF SHEATHING VALLEY 5ET 2%"0.113" R.5. NAIL5 ® 6" O.C. OVERFRAMIN6 TRU55 (EDGE NAIL) 23/8'X0.113" R.5. NAILS ® 6" O.G. FASTEN EACH MAIN ROOF 5HEATHING OVERFRAMED TRU55 END TO TRU55 BELOW WITH (1) 51MP50N MT512 GLIP - MAIN ROOF TRU555 TYP I CAL OVERFRAM I NG TYP I CAL TOP PLATE A CONNECTION DETAIL B LAA SPLICE DETAIL SCALE: N.T.S. SCALE: N.T.S. 9P PL 15 PLAN) SCALE: N.T.S. 2xbx12" P.T. CL OF OPENING CENTER BUCK (U #5 IN BOND BEAM • I � --- x—x—x x—x x SHEAR WALL WITH EDGE -------�_ T----- — — — — — — — T-1— — — —1 -I- — NAILING t BLOCKING PER • Y2"DIA. J -BOLT* PL.AN5. �I II I i SIMPSON C51b STRAP w (SEE BELOW) — — I } CENTERED AT CORNER OF (I) #5 BAR IN PRECAST LINTEL -, OPENING W (28) 2 1/2"x0.131" 2X4 P.T. TOP BUGK x — — -I I II NAILS (26" MIN LENGTH) WINDOW/ xll x I I 2x4 HORIZONTAL FLAT DOOR I I IxI BLOCKING. • OPENINf7 t�G INSTALLF FIRST S CELL. IN WALLS GREATER THAN 30" x I I I I SIDE OF OPENING 5 15LESS THANAYS 14" FROM WIDE, ONLY (1) #515 REQUIRED EDGE OF WINDOW OPENING. 14" (MIN) 14" (MIN.) • REQUIRED AT ALL OPENIN65 GREATER THAN 36" WIDE t AT ALL oPENIN65 LOCATED WITHIN P3 SHEAF WALL5. • NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (SEE PLANS). (1) #5 VERTICAL IN GROUT FILLED CELL • DETAIL SIMILAR AT BOTTOM CORNERS OF WINOOW5. TYPICAL EXT. WALL 4 INT. EMBEDMENT AT EACH DOOR BRACKET, SHEARNALL OPENING ELEVATION SCALE: N.T.S. 2xbx12" P.T. CL OF OPENING CENTER BUCK (U #5 IN BOND BEAM • I � 2x4 LADDER BLOCKIN6 ® 161 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOCKIN6 AT EACH ENE WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T,S. ALL LAPS IN MA50NRY 25" - RUNNIN6 BAR —, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. JNALL RE I NPORC I NG DETAIL SCALL= NTS 00 BOND -BEAM No. _.,,----GONTIN. PREGA5T HEADER FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/ Y4" x 4" LONG TAPGON SGREN5 ® 16" O.G. ® INT. 2x INTERIOR WALL 5HEARNALL END - 5EE PLAN NOTE5: 1 81.. I I 0 I 3 .�--- BOND -BEAM ► I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: SDI FA5TEN BUCK TO MA50NRY N/ (1) ROW OF W(,"x4" TAPGON5 6" FROM END5 drawn AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF BUCK. by GDV RECE55ED 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAIL5 OR EQUIVALENT. Issuedate: 06-29-17 PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E. REVISIONS: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X date: initial: BUCKED OPENING, U5E (3) RON5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 11-09-17 MK 4, MIXING OF IX AND 2X BUCK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF NINDON MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) RONS OF 2 Y2'xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER 1�OOR BUCK �7ET,41 L '.� W H SCALE= NTS 5" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE CAST-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. — DOUBLE AINDOA � M�50NRY PIER nET,�IL SCALL= NT5 6 SHEARAALL INTERSECTION 0 CONNN DETAIL SCALE: N.E.S.T seal 1/15/2015 Vie" c°Efvi .. ilb m w m - oq F Q copyright: MULHERN & KULP Structural Engineering, Inc. c �m E a ai m Z� CTC A W A J4-0 cg D LoN M&K project number: -------�_ T----- } • Y2"DIA. J -BOLT* � I w (SEE BELOW) Z } � (I) #5 BAR IN PRECAST LINTEL -, 0 2X4 P.T. TOP BUGK (10 Q (2) #59 VERTICAL IN GROUT FILLED • 2X8 P.T. BUCK EACH t�G CELL. IN WALLS GREATER THAN 30" SIDE OF OPENING } WIDE, ONLY (1) #515 REQUIRED PROVIDE (5) Y2" DIA. J -BOLT'S N/ 5 Y2" (1) #5 VERTICAL IN GROUT FILLED CELL • EMBEDMENT AT EACH DOOR BRACKET, (IF REQ'D PER PLAN) °d EACH 51DE OF DOOR. PROVIDE (1) Y2" x 31(6' THICK NA5HER N/ EACH ANCHOR (15T BOLT ENTIRE COLUMN TO TO BE 8" MAX ABV. CURB REST EQUALLY BE GROUT FILLED O:'O: 5PAGED APPROXIMATELY 24" O.G.) PROVIDE # OF DONEL5 ® 5LA5 TO FIN. FL. MATCH VERT. BARS w/ 30" MIN LAP 5PLIGE * PROVIDE Y2" DIA. x 6 Y2" LON6 51MP50N TITEN HD OR APPROVED EQUAL IN NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUCTED AND 51ZED PER NOTES PLACE OF J -BOLT IF M155ED DURING GON5TRUGTION &ARA6E DOOR VERT. RE I WORC I NG DETAIL G,�Rt11,E111ROO11UGK DETAIL K T 2x4 LADDER BLOCKIN6 ® 161 0 VERTICALLY IN 15T STUD BAY FOR DRYWALL CONNECTION. FA5TEN BLOCKIN6 AT EACH ENE WITH (2) 3"x0.131" TOENAIL5 TYPICAL 2 STUD CORNER TYPICAL WOOD FRAMED WALL CORNER DETAIL SCALE: N.T,S. ALL LAPS IN MA50NRY 25" - RUNNIN6 BAR —, #5 CORNER BAR GROUTED CELL TYP. CORNER VERT. JNALL RE I NPORC I NG DETAIL SCALL= NTS 00 BOND -BEAM No. _.,,----GONTIN. PREGA5T HEADER FASTEN 2x P.T. WALL PLATE/ END P.T. STUD TO GMU WALL w/ Y4" x 4" LONG TAPGON SGREN5 ® 16" O.G. ® INT. 2x INTERIOR WALL 5HEARNALL END - 5EE PLAN NOTE5: 1 81.. I I 0 I 3 .�--- BOND -BEAM ► I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF WINDOW, project mgr: SDI FA5TEN BUCK TO MA50NRY N/ (1) ROW OF W(,"x4" TAPGON5 6" FROM END5 drawn AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF BUCK. by GDV RECE55ED 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAIL5 OR EQUIVALENT. Issuedate: 06-29-17 PRECAST 5TRUGTURAL CONNECTION OF WINDOW TO 5TRUGTURE BY OTHER5 IN THI5 HEADER GA5E. REVISIONS: } 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X date: initial: BUCKED OPENING, U5E (3) RON5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. ® 09-25-17 MK EA. 5UGGE551VE BUCK. 11-09-17 MK 4, MIXING OF IX AND 2X BUCK5 5HALL BE PERMITTED FOR THE 5AME OPENING IF NINDON MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 12-11-17 MK 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) RONS OF 2 Y2'xO.131" NAIL5 ® 16" O.G. FA5TEN WINDOW TO 2X PER WINDOW BUCK SPECIFIED MANUFACTURER'S SPECS. BY WINDOW/DOOR MANUFACTURER 1�OOR BUCK �7ET,41 L '.� W H SCALE= NTS 5" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE CAST-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. — DOUBLE AINDOA � M�50NRY PIER nET,�IL SCALL= NT5 6 SHEARAALL INTERSECTION 0 CONNN DETAIL SCALE: N.E.S.T seal 1/15/2015 Vie" c°Efvi .. ilb m w m - oq F Q copyright: MULHERN & KULP Structural Engineering, Inc. c �m E a ai m Z� CTC A W A J4-0 cg D LoN M&K project number: LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I REIN ALL ,PPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GArTED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. X k J LL W x 0 sheep ISD2*0 J W � � w Z } � 0 d (10 Q LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I REIN ALL ,PPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GArTED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. X k J LL W x 0 sheep ISD2*0 -TOLERANCES: ALL DIMEN510N5 TO BE HELD WITHIN +/-y4' OUT5IDE 2)2X4'5 E06E P15TANGE EDGE 1 1/2" E06E 2 1/2" EDGE PER DETAIL 3"x0.131"x3" COMMON LU II N I I NI I n N N 1I 11/2 21/2 21/4 z 211 �- N I( 3x0.131 "x3" I I IN51DE 2X'5 I I3"x0.131 "x3" COMMON I _ PER DETAIL I I COMMON 1 13"x0.131 "x3" COMMON 'v II OPP. 5IDEz 1 1 zv, 111011 3"v 3"xO.13 < COMMON � � n OPP.5IDE D15TANGE I)C 3°x0.131"x3" PER DETAIL COMMON (2)2X4'5 (2)2X6'5 OPP. 5IDE (2)2X65 IN51DE PLY NAIL5 NAILED AT 5" O.G. 5TA66ERE0. OUT5IDE OUT5IDE NAIL5 NAILED AT 8" O.G. (2)2X's (2)2X GOLUMN (3) OR (4)2X GOLUMN M 2X BUILT-UP STUD COLUMN PETA I L5 SCALE= NITS 5EE DETAIL 20 ON 5EE DETAIL 21 ON 5TRUGTURAL PLAN5 FOR 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION ADDITIONAL CONNECTION INFO NOT SHOWN HERE INFO NOT 5HOWN HERE FASTEN EVERY OTHER 055 BLOCKING 0 48" I-JO15T (N/ NEB BLOGKINC6 A5 I-JOI5T5 O.G. FA5TENED TO 2x / I-JO15T5 REO D) TO 2x BLOGKIN6 N/ (1) -PER PLAN BLOGKIN6 w/ (1) X -PER PLAN 5IMP50N A35 CLIP SIMP50N A35 CLIP IV FASTEN LVERY OTHER J015T TO GMU 4 FASTEN VERY OTHER J015T TO GMU N/ 5IMP50N HT51416 TH15T STRAP. N/ 5IMP50N HT5MI6 TNI5T STRAP. FA5TEN 5TRAP TO GMU N/ (4) Y4" DIA. FA5TEN STRAP TO GMU N/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREN5 x 2Y4" LONG TITEN 5GREN5 2x6 FLAT BLOGKING (BETWEEN I -JOIST 2x6 FLAT BLOGKING TO EA. 5IDE OF - 16" MIN. LENGTH) FASTENED DONN TO 05B BLOGKIN6 (16" MIN. LENGTH) GMU N/ (3) Y4IDIA. x 3 Y2 LONG FA5TENED DOWN TO GMU N/ (3) Y4" DIA. TAPGON5 ®EA BAY. FASTEN RIM x 3Y2' LONG TAPGON5. FASTEN RIM BOARD, THRU HALL 5HT6., TO 2x BOARD, THRU HALL 5HT67., TO 2x BLOCKING w/ 3"x0.131" NAIL5 m 3" o.c. BLOGKIN6 N/ 3"x0.131" NAIL5 @ 3" o.c. R�TROIT DETAIL RETR01=1T 17TIL Q .SCALE: O" SCALE: O" DBL. TOP PLT. BEYOND NAILING PATTERN PER NAILING 5GHEDULE N X X R r r r X X X r X • X X M N Y N • N X X X X • Y • r X N N M X X X X Y k N • X N X' X X M X. X Y X X X X N• X • N X X r Y Y N • N X X X X X N Y • X Y X r X X X X ----- '- -- ----- X X FLOOR 5Y5 M BEYOND X N N N Y X GMU NALL BEYOND NOTE: MIN %6" NIN05TORM OR EQUIVALENT HALL 5HEATHING TO BE U5ED A5 UPLIFT RE515TANGE, NO OTHER FA5TENER5 REO'D. EXCEPT A5' NOTED ON PLANS IN TWO 5TORY FRAME APPLIGATION5. NOTE: ACTUAL NUMBER OF FA5TENER5 NOT SHOWN SHEATH I NIS E -LEY. PETA I L N SCALE: NTS NOTES: U) I. UTILIZE 2 -PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. FA5TEN BLOGKIN6 TO ROOF TRU55E5 5EE TYP. FOUNDATION 1_I_ z 5 SIMP50N ET EPDXY). N/ (2) 3 Y4"x0.131" NAIL5 @ EA. END.W DETAILS FOR ADDITIONAL Y° 0 2. PROVIDE %* DIA. HOLE FOR DOWEL, INFORMATION NOT SHOWN 0 BLOW OR BRUSH GLEAN. � } HERE 3, FOLLON MANUR INSTALLATION as 5EE DETAIL 5b ON nETAIL INSTRUCTIONS. X s»mW5TRUCTU FUTURE 8" PLAN5 FR GMU BLOCK #5 VERT. BAR TO BE m c N Q LOCATED PER DRILL 6" INTO EXISVO CL N 6ROVIFEV CELLPLAN SLAB, EPDXY d DRIVE I #5 DOWEL, PROVIDE I MIN. 30" LAP SPLICE I I I O FA5TEN EA. ROOF TRU55 TO CMU i I w/ 5IMP50N HT5MI6 TH15T STRAP. NOTE: DETAIL ONLY APPLIES AT BEARING NECE55ARY FASTEN 5TRAP TO GMU W (4) Y4' a WALLS 5UPPORTIN6 W project number: DIA. x 2,1/4" LONG TITEN 56REW5 c i� ROOF TRu58E5. X� m 181-17013 PROVIDE CRIPPLE GRADE a ` •i I I=I I =I —I I hI II—III—III ITI _ _ I —III—III _ '` I--III—III—I I f I' Q ;III—I �; I � I—I � I—I � I a . �.a �•_ "' � III—I I I_I I f — III—III—I I i• 4° ' .& a I=1 11=1 1I— IiI-_*a'. .FII 11 1 1 1 1 I - III 1 II,;,Ilij—'llil— M 155EP POAEL RETRO IT DETAIL SCALE: NTS SIM. ® GMU STCM MR VRO"W 6RADE LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. U) seal, 1/15/2015 J FA5TEN BLOGKIN6 TO ROOF TRU55E5 00 1_I_ z 5 � , \E Nj 4 N/ (2) 3 Y4"x0.131" NAIL5 @ EA. END.W Q Y° 0 � w 0 T � i c0 Cn • � } »» AT as 5EE DETAIL 5b ON nETAIL X s»mW5TRUCTU PLAN5 FR em%ET�/�7I -0" m c N Q ADDITIONAL CONNECTION � N INFO NOT 5HOWN HERE Q copyright: MULHERN &KULP INSTALL ROOF CLIPS ROOF TRUSSES, FA5TEN EA. ROOF TRU55 TO CMU Structural Engineering, Inc. ON OFF051TE FACE OF WALL AS STUD TIES A5 w/ 5IMP50N HT5MI6 TH15T STRAP. NOTE: DETAIL ONLY APPLIES AT BEARING NECE55ARY FASTEN 5TRAP TO GMU W (4) Y4' a WALLS 5UPPORTIN6 W project number: DIA. x 2,1/4" LONG TITEN 56REW5 c i� ROOF TRu58E5. X� m 181-17013 PROVIDE CRIPPLE PROVIDE M015TURE BARRIER Project mgr. S D I PLATE (5IMP50N T55 OR SIM) @ c a EACH TRU55. .& a d JACK STUD PROVIDE 2x FLAT BLOCKING FIT m "I' TIGHT TO ROOF TRU55E5 m EVERY 5IMP50N R5P4 STUD PLATE TIE 9 TOP 450T. 15sm date: -29-17 O �O REFER To PLANS FOR OTHER BAY FA5TENED TO GMU w/ (3) Z OF STUD5, 5PAGED PER PLAN (ALT. PER PLAN: Y4" DIA. x 5Y2" LONG TAPGON5. HEADER SIZE. g LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. U) J FA5TEN BLOGKIN6 TO ROOF TRU55E5 00 1_I_ z 5 j x 1i. N/ (2) 3 Y4"x0.131" NAIL5 @ EA. END.W Q , Cn N � w 0 T � i c0 Cn • � } 0 as 'Q nETAIL em%ET�/�7I -0" m c N Q � N INSTALL ROOF CLIPS ROOF TRUSSES, ON OFF051TE FACE OF WALL AS STUD TIES A5 BEARING ON HALL WHERE NOTED ON PLAN NOTE: DETAIL ONLY APPLIES AT BEARING NECE55ARY WALLS 5UPPORTIN6 W project number: ROOF TRu58E5. 181-17013 PROVIDE CRIPPLE Project mgr. S D I STUD ABOVE HEADER d JACK STUD drawn by: G D V 5IMP50N R5P4 STUD PLATE TIE 9 TOP 450T. 15sm date: -29-17 O �O REFER To PLANS FOR OF STUD5, 5PAGED PER PLAN (ALT. PER PLAN: HEADER SIZE. 05B SHEATHED HALL IN REVISIONS: FASTEN TO KING W/ MIN. (3) 3°x0.131" NAILS LIEU OF METAL TIES) date: 1nitW: 09-25-17 MK 11-09-17 MK OPENING IN BRC. WALL (5EE PLAN5) 2x4 (MIN) STUD5 0 16" O.C. 12-11-17 MK OR A5 NOTED ON PLAN5 NAIL STU05 TOGETHER PER DETAIL M FASTEN P.T. SOLE PLATE PROVIDE SIMP50N D5PI I To SLAB PER DETAIL' TIE OR (1) H8 STRAP o BASE OF JACK t KING 3/5b1.0 U.N.A. ON PLANS To 50LE PLATE SLAB FOUNDATION C 15T FLR. INTERIOR INOOP BEARING � ..�.. W CONNECTION BILOW 111001 0± c SCALE: N.T.S. T Oct LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. U) J 00 llc� W j x 1i. LL Q a � w 0 Z � } 0 'Q n� 4 LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT ON THE PLAN5. ("GUT") ON THE PLANS. sheet: SD2e x 00 a LL IT -4 0 sheet: SD2e 2x EXTERIOR WALL «-.- .-1 A ...-_ / 1 1.- A - 11111 2x EXTERIOR WALL AND CONNEGTION5PEG5w FASTEN 50LE PLATE TO RIM EXTERIOR WALL 5HT'6. TO -SEE PLAN FOR 5HEATHIN6 RUN CONTINUOUS FULL HE16HT AND CONNECTION SPECS. BOARD w/ 3x0.131 NAILS ®6 O.G. „ OF WALL FROM BOTTOM OF EXTERIOR WALL 5HTG. TO FASTEN FLOOR 5HEATHIN6 RIM TO DOUBLE TOP PLATE RUN CONTINUOUS FULL HEIGHT I Ye FULL DEPTH OS13 BLOCKING ® I -JOISTS TO BLOGKIN6 w/ 2 Y2"x0.131" FASTEN 50LE PLATE TO RIM w/ OF WALL FROM BOTTOM OF 48"o.c. ALONG WALL (IST BAY ONLY) -SEE PLAN NAILS ® 6" O.C. 2 Y2"x0.131" ® 3" O.G. INTO 3"x0.131" NAILS ® 6" O.G. 8 5HEATHIN6 RIM TO DOUBLE TOP PLATE FASTEN SHEATHING TO EA. BLOCK w/ (5) SOLE PLATE TO RIM w/ 2 2"x0.131" NAILS ® 6 O.G. 2 Y2"x0.131" ® 3" O.G. INTO SOLE #8 SCREWS OR (5)2 Y2'X0.131" NAILS. Ya" (MIN) 05B RIM BOARD PLATE M II II FASTEN TO EA. I -JOIST ®TOP I-JO15T5 I Ya (MIN.) 0513 RIM BOARD. � I-J015T5 BOTTOM CHORD w/ (2) 3APER PLAN FASTEN RIM TO EA. BLK6 -PER PLAN II II NAILS PANEL w/ (3)3Y4°x0.131" NAILS MIN. 2 Y2"x0.131" ®'3" O.G. INTO RIM BOARD ° ` 2 Y2'x0.131" ® 3" O.G. INTO RIM ' ' Iva" OSB BLOGKIN6 EVERY BOARD OTHER BAY OVER SHEAR WALL FASTEN RIM TO GMU BOND FASTEN EVERY 0513 BLOCKING TO FASTENED w/ (2) 5IMP50N A35 FASTEN EVERY OTHER I -JOIST (w/ WEB FASTEN RIM TO GMU BOND BOND BEAM w/ (1) 5IMP50N HETAI6 HALL CONSTRUCTION BEAM w/ 5IMP50N HETAI6 CLIPS AT EAGH BLOCK (PERP) „ BLOCKING BOTH SIDES) TO BOND BEAM BEAM w/ 5IMP50N HETAI6 (48" O.G. MAX) � PER STRUCTURAL EMBEDDED STRAP ® 24 O.G. w/ (1) 5IMP50N HETAI6 (48" O.G. MAX) * EMBEDDED STRAP ® 24" O.G. PLAN OR 0,8'" 0513 RIM FASTENED w/ (1) VERT WALL REINF. TO 5IMP50N A55 CLIP ® 16" o.c. 4L EXTEND INTO BOND BEAM 8" GMU BOND BEAM VERT WALL REINF. TO 8" GMU BOND BEAM OVER 5HEARWALL (PARALLEL) W/ (1) #5 GONT. EXTEND INTO BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL 8" REINF. GMU WALL -SEE PLAN FOR VERT. -SEE PLAN FOR VERT. 4 HORZ. REINF, SPECS 8 HORZ. REINF. 5PEG5 5GTIONSECTION 22 SECTION - 20 SGPJ.t'.S 9/4'el'-0' 2I SGS: S/4'al-0' SG,tiL.I:S S/4'al'-0' FASTEN ROOF 5HEATHING TO 2x BLOGKIN6 w/ AWX0.113" R.5. NAILS ® 6"O.G. 2x6 BLOGKIN6 IN EA. TRU55 BAY 2x4 GATS ® 16"O.G. ROOF TRUSSES FASTENED TO EACH GRO551 N6 FASTENED TO GABLE END FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ STUD w/ (3)3Y4"x0.131" NAILS TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ 2%"X0.113" (3)3Y4"x0.131" ®24 O.G. TOENAILS. PROVIDE (1) R.5. NAILS ® 4"O.G. TOENAILS EACH END 5IMP50N H3 CLIP OVERHANGS > 12" 41 1 x x x SEE DETAIL 20 FOR ADDITIONAL 6YP50M BOA 1'-4" MAX 2'-O" MIN CONNECTION INFO 4 FASTEN ROOF 5HEATHIN6 TO PER ARCH FOR 5HT6. FASTENING FASCIA WITH 2/8"X0.113" R.5. FIREPROOFING i i (4) 3Y4"x0.131" NAILS ®6 O.G. ROOF BE NAILS SHALL BE I GABLE END VERTICAL WEB GOND'. 24" MIN -JOISTS REINFORCING AS REQURIED ONTO ROOF -PER PLAN BY TRU55 MANUR HANGER ° ` 2x FASCIA -13Y TRU55 MANUS. -SEE ARCH SEE UPLIFT CONNECTOR 3Y4"x0.131" TOENAILS ® 12" 2x SHEAR WALL 5GHEDULE ON PLANS FOR O.G. GONNECTINC7 130TTOM I-- - SEE PLAN FOR CONNECTOR SPECIFICATIONS CHORD TO TOP PLATE - SPECIFICATIONS. FASTEN ROOF TRUSS TO VERT WALL REINF. TO 8" GMU BOND BEAM FASTEN BOTTOM CHORD OF EXTEND INTO BOND BEAM W/ (I) #5 CONT. DOUBLE TOP PLATE w/ GABLE END TRUSS TO TOP PROVIDE 2x4 BLOCKING (3) 3 Y4"x0.131" TOENAILS PLATE WITH 5IMP50N A35 L2x4 BRACE v4/2x4 ® 48" O.G. IN FIRST (3) 61-I1:15 ® 32" O.G. T -BRACE, SPACED ® BAYS OF ROOF 8" REINF. GMU WALL 4'-0" O.G. MAX. FASTEN TRU55E5-GUT TO FIT -SEE PLAN FOR VERT.2x4 TO "f' w/ 3 Y4"x0.131" TIGHT BETWEEN TRU55 4 HORZ. REINF. SPECS FASTEN BOTTOM OF 2x4 NAILS ® 12 O.G. BOTTOM CHORDS BRACE TO DBL. TOP EN C1�IPLATE w/ (1) 51MP50N FASTEN DRYWALL TO TION OETIL H2.5A 4 (2)3Y4"x0.131" �I13LOGKIN6 w/5GREW5 �� 9/4"al'-0' �0 �: 9/4'al�-0� TOENAILS SGs�LL°: 8/4"ap-0' /NAILS ®b" O.G. seal, 1/152018 mo Intl �0 e� F s• / 2x EXTERIOR WALL 0 5TAIR5 OR 2-5TORY SPACE -SEE PLAN FOR SHEATHING FASTEN SOLE PLATE OF 2x WALL ©copyright: MULHERN &KUtP Structural Engineering, Inc, AND CONNECTION 5PEG5. TO BOND 13M. w/Y2" DIA. ANCHOR FASTEN SOLE PLATE OF 2x WALL BOLTS ® 6-0" MAX. PROVIDE TO BOND BM. WN' DIA. ANCHOR MIN. (2) PER PLATE AND MAX 12" a BOLTS ® 4'-0" MAX. PROVIDE FROM EA END c MIN. (2) PER PLATE AND MAX 12"/'"�--2x INTERIOR WALL ® STAIRS OR = m FROM EA END2-5TORY SPACE. IN51DE FAGS OF DRYWALL SHALL OVERHANG c FASTEN EXTERIOR 5HEATHIN6 MASONRY %". PROVIDE FURRING � TO 2x PLATE w/ 2 Y2"xO.131 ° ON IN51DE FACE OF MA50NRY TO aD E NAILS @ 31, O.G. MATCH DRYWALL + _ � a � Z 8" GMU BOND BEAM w/ NN (1) #5 BARS DONT. L.I. co 8" GMU WALL ----► W y its (SEE PLAN5) _ as J- Ca c � m W CO CO W N � N 4 C 5EGT10N - 35 WAW: 8/4'4-0' M&K project number: 181-17013 project mgr. SDI drawn by. G DV issuedate: 06-29-17 REVISIONS: date: initial: 09-25-17 MK 11-09-17 MK 12-11-17 MK CD rrrrrrraM LU S LETTERED DETAILS ARE TYP I GAEL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEIG I F I G AND ARE ONLY REOU I RED C) ALL ADPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED N DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE FLANS. I I J W� Iii LLio Ox w Z }2 0 � CO °z 'Q ni 4 sheet: SD2*2 x W x LL, 0 V__4 sheet: SD2*2