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HomeMy WebLinkAbout38092-38100 Elby LnMiTek' RE: TTH115-118 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Site Information: Customer: Starlight Homes Project Name: TTH115-118 Lot/Block: 115-1-18 Model: 4 plex Address: . Subdivision: Tyson City: Xephyrhills State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.6 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 25 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T30641891 C1A 5/25/2023 21 T30641911 V03 5/25/2023 2 T30641892 C3A 5/25/2023 22 T30641912 VO4 5/25/2023 3 T30641893 CJ1 5/25/2023 23 T30641913 V05 5/25/2023 4 T30641894 CJ3 5/25/2023 24 T30641914 V06 5/25/2023 5 T30641895 EJ5 5/25/2023 25 T30641915 V11 5/25/2023 6 T30641896 HJ5 5/25/2023 7 T30641897 T01 5/25/2023 8 T30641898 T02 5/25/2023 9 T30641899 T03 5/25/2023 10 T30641900 T04 5/25/2023 11 T30641901 T04A 5/25/2023 12 T30641902 T05 5/25/2023 13 T30641903 T05A 5/25/2023 14 T30641904 T06 5/25/2023 15 T30641905 T06A 5/25/2023 16 T30641906 T07 5/25/2023 17 T30641907 T07A 5/25/2023 18 T30641908 T09 5/25/2023 19 T30641909 T10 5/25/2023 20 T30641910 T10A 5/25/2023 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,,���� t t t t # f t'll based on the parameters provided by Builders FirstSource - Plant City. �OPQUI N • VLc�� Truss Design Engineer's Name: Velez, Joaquin ,��� �•.��C E NSF•.' �� My license renewal date for the state of Florida is February 28, 2025. Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O'. STATE OF : / Joaquin Velez PE No.68182 33rrek Inc. DBA MiTek USA FL Cert 6634 3 Swingley Ridge Rd. Chesterfield. M4 63017 DateMay 25, 2023 1 of 1 Velez, Joaquin INDEX LOT 115 - PULSAR 'NR' FL 0.1.10 SLAB PLAN'N' FL 1.11 FLOOR PLAN'N FL 1.11.1 FLOOR PLAN OPTIONS FL 4.11 SECTIONS FL5.11 ELEVATIONSW FE S 13.10 ROOF PLAN'M FL 6.11 UTILITY PLANS'N' LOT 116 - PULSAR'MR' FL 0.1.9 SLAB PLAN'M' FL 1.10 FLOOR PLAN'M' FL 1.10.1 FLOOR PLAN OPTIONS FL 4.10 SECTIONS FL 5.10 ELEVATIONS'M' FL 5. 13.9 ROOF PLAN'M' FL6.10 UTILITY PLANS'M' LOT 117 - PULSAR 'J' FL 0. 1.6 SLAB PLANS FL 1.7 FLOOR PLAN'J' FL 1.7.1 FLOOR PLAN OPTIONS FL 4.7 SECTIONS FL 5.7 ELEVATIONSV FL 5.13.6 ROOF PLAN'J' F .7 L 6 IJ TILITY PLANS'J' LOT 1118P GPULSAR'O' B FL 1.12 FLOOR PLAN'O' FL 1.12.1 FLOOR PLAN OPTIONS FL 4.12 SECTIONS FL 5.12 ELEVATIONS'0' FL5. 13.11 ROOF PLAN'O FL 6.12 UTILITY PLANS'0' 4-PLEX BUILDING - A A 0.1.1 SUB PERIMETER PLAN 4-PLEX A 1.1 FIRST FLOOR PLAN 4-PLEX A2.1 SECOND FLOOR PLAN 4-PLEX A 5'1 ELEVATIONS 4-PLEX A 5.1.1 ELEVATIONS 4-PLEX A5.1.2 ELEVATIONS 4-PLEX A 5.1.3 ROOF PLAN 4-PLEX DETAIL SHEETS D-1 DETAILS D-2 DETAILS D-3 DETAILS D4 DETAILS D-5 DETAILS GENERAL NOTES: 1. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE BEFORE CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED 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. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 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 AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 14. ASPHALT SHINGLES (IF APPLICABLE): WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL RELATED SUB SECTIONS. 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL EASEMENT OVER, UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE MANNER. 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. 20, WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 MM) DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 GAUGE (0,48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. 04 ,3On � ° G - �-10 ,..� 0 J O L` s r5 • •w G ) - rrr:;per PF,-w.. TYSON 4-PLEX A LOTS 115-118 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME I AREA NAME I AREA FIRST FLOOR 1588 SF FIRST FLOOR 2415 SF SECOND FLOOR 798 SF SECOND FLOOR 3255 SF HEATED 1386 SF HEATED 5670 SF GARAGE 226SF GARAGE 891 SF PORCH 32SF PORCH 125 SF PATIO / GOV. PORCH 1 80 SF PATIO /... PORCH 1 320 SF UNHEATED 338 SF JUNHEATED 1336 SF �;. \N'ORK SHALL (C:)NIPL Y WITH PREVAILING ,Y�cr FLORIDA St}ILDlNC7 CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES C J f - O Ck=_ Z cn ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: T-1 49 I GENERAL FOUNDATION NOTES: I 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 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECTTHE WATER HEATER WITH 3• DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE LOT 115 19'8' 3 12" 10'-0" 9'4 12" PATIO SLAB o a 4 N1 4• ` MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPUANCES ARE DIMENSIONED TO CENTER UNE. NOTE: LOCATED GRADE VERIFY ALL GRADE ` UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. it r-„ r7 r a m g 4 4 - m I.,. ARAGE SLAB 12" I REINFORCE PER LOCAL , CODE AND ENGINEER'S I SPECIFICATIONS I F2 R m t a O _ i ( i MA 6" CURB AT EXTERIOR 4 6 GARAGE WALLS, SEE, a STRUCTURAL 4 0 4 y FOUNDATION WIDENS F1 I AT SITE SPECIFIC CONDITIONS 6•-4• „• 6•-0" ,-z" PORCH SLAB ---------------- 1'-7 12• 11'-7' 1'-712' 8'-1' REINFORCE PER LOCAL 79,$• CODE AND ENGINEER'S SPECIFICATIONS 7 12" SLAB PLAN 'N' 1/4' = V-0' AT 22134' LAYOUT 118' = V-0' AT „' X 17' LAYOUT .'�`. r.� n ! s1 !!!!!!!!!!+� h %jffrtrr3:liE1�aT4'`` O N 0 J C N � � w J i 0= t— ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: f WALL LEGEND FULL HEIGHT FULL HEIGHT 20 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENINGHEIGHT AS NOTED ON PLAN 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 I3/8"SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30-X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 25 12"X54"SIZE 9 TEMPERED SAFETY GIASS 11 HALF WALL. HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS 4 LOT 115 1 L 4.1 It 19'8' 12'-9" WALL OF ADJACENT 6'-2 3/4' B'8 ,/4• UNIT, SEE COMPOSITE DRAWINGS FOR r LOCATION I it 3050 SH 3050 SH I - � I I 'EGRESS it II I I I WIC OWNERS I BED ' I I I 1 8'-1"CLG I - I O. BA I 8'-1"CLG J� o 2'412' 10'4 12" C 2468 7 12" 5'-5 12" 3' 2 12" DN n zas6 -- — .8 14 VANITY BA 2 - A - 1'-0 2 3 12 r zos6 i W I WIC n - M I � 2468 . 4 ------- Y w N Rm 2468 5812' 4812' r-10" 5'-10" I BED 2 BED 3 e'-1"CLG I ',IIL li r 'EGRESS 'EGRESS TAW or. 2'-1 12" o TAW WALL OF ADJACENT 9'8 12" V-10 12" 9'-11 12' UNIT, SEE COMPOSITE DRAWINGS FOR 168- LOCATION 7 12" SECOND FLOOR PLAN ELEV'N' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8' = 1'-0" AT 11" X 17" LAYOUT ��„l5ii➢alilll,�,�,� `� I/ tit (�� ••••o•o•• -a • O LL (I -# C • N • # _ ej • irJ (v Q . i L 4.1 R � 19'8" VERIFY 3 12" 10'-0' 9'-0 12' PATIO T� A/C 4W 1/2" 8'-10 1/2'6'-2' 6068 .G.D. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FL FAMILY RM 9•-1"CLG �7 /2' 3'-9 12- 3'-6 12- Z 'a - ` dw 2861 HANDICAP ACCESS 2868) PDR� L8'-7"CLG. KITCHEN I 16 L_—_O REF — Q a - m vvH 42- 2868 SLOPING cp P GARAGE 0 = ENTRY 9'-1" CLG SOFFIT, SEE EXTERIOR ELEV 9 20 SH 12" 3'8' 2'-5 12' PORCH ..SECTIONAL - 6-0' '8 1 8'-0" 'A I 12 11 1 V-7' 19'8' FIRST FLOOR PLAN ELEV'N' 1/4' = V-0" AT 22"X34' LAYOUT 1/9' = 1'-0' AT 11" X 17" LAYOUT LOCATION IN FIELD WALL OF ADJACENT 4 UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION II I OF 4 6-4' WALL HT. r< L. WALL OF ADJACENT 7 121JNIT SEE COMPOSITE DRAWINGS FOR LOCATION Z C J � O 2 I Q ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: W T a� X� a LLI r a J T C N O O et O IL J SHEET NO: FL 1.11 t y k,���i1111ii� g, � ,' Ij Os . .- O �•% ••�l� ` O ' �•••••N•• ` iP�i C cam i CD m c/A ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: LOT 115 2 z e� �s These drawings are the property of Starlight Homes and are not to be RLTRUSSES PER STRGINEER utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes (1_2NQ FL00(RPLHT. — — ���deFlriL — — — — — — — — — — — — — — LAST REVISION BED 2 OWNER'S BED LAST SAVED BY: 2ND FLOOR FIN. FLR. — — — — — Q/ 1ST FL_VuDW FIT — q Z , UFr7l n Q ENTRY w mLL ma 4 - 3 MAINTAIN MIN. FAMILY RM 17R @ 0' - 7 13rlT 6'FRONT 1ST FLOOR FIN. FLR_ � OFF WATER WATER CLOSET r, BUILDING SECTION 'N' va = r-0• AT WIx ; LAYOUT 1R• = r-0• AT 1 r x n• LAYOUT 00 T / W a N �0 O W N J SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ S/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/1X3 BATTS AT 16- O.C.(VINYL BOARD AND BATTEN SIDING) EI6 IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS 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 CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ND FLOOR PLC_ _ /\ 2ND FL WDW HT. 12 LEFT ELEVATION 'N' 1/4' = 1'-(r AT 22"X34" LAYOUT 1i8' = 1'-0" AT 11" X 17" LAYOUT 6 FLOOBpyJji._ 7 _2ND FL. VVDW. HT. - FRONT ELEVATION�'N' `l 1/4" = 1'-0" AT 2YX34" LAYOUT 1/S' = 1'-0" AT 11" X 17" LAYOUT 1'-0" AT 2YX34" LAYOUT 1,S' = 1'-0" AT 11" X 17" LAYOUT LOT 115 �- 2_ND FLOOR PL. HT_ V 2ND FL WOW HT. - 2ND FLOOR FIN. FLR. 1ST ELOOR PL. HT_ 1ST FL. NOW. HT. - ... �' `z ..r. •3 •. w r y , ,y V • • i J 2 w C) r— "y- ••• —+•s • ••� •o• {� �� ISSUE DATE: 06.23.2023 FOR ��` REVIEW 8 REVISIONS: N C=) - CV O _ _ J 1STFLO R FIN F ... ........._. ....... ...... ...................... REAR ELEVATION 'N' L/ 1/4" = I%r AT 22-X34" LAYOUT 1/B- = 1'-0" AT 11" X 17" LAYOUT Mill. - 111101 These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Sta ftht Homes LAST REVISION LAST SAVED BY: W r Q � Z �/ 1 /� Z W r O J 7-, a FL V) > �0 W SHEET NO: FL 5.11 ROOF VENT CALC. ELEV. 'N' Name Area 11300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW AREA 1 648 SF 202.96 in0 405.92 inO 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALLVERIFY 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 V300 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 WARWIN- BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 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 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. 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 7 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: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. LOT 115 ,� ROOF PLAN 'N' 1/4' = i'-0' AT 22'X34' LAYOUT 1B' = 1'-0' AT 11' X 17' LAYOUT k. co o = ,�• o� is • U o < O* •' S rrffir�t*r pF�O����� 1➢! ch fV O !V O J i ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utiized for construction, or copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: W r Q T Z X LA z W a J j r a ELcn o SHEET NO: FL 5.13.10 fl— C3 N W J � O I U Z LOT 115 ISSUE DATE: p, PATIO WP/GFl @ y 44 i il_7 accoND. ac a HB / wP/GFI 06.23.2023 FOR REVIEW .::f _. f REVISIONS: REVISIONS: 0 3 WIC 3 f\V FAMILY RM toi ......E OWNER'S BED YY r TV \ ANAS REQUIRED PER ¢; C>) -LJA . STATEANDLOCAC DEL BUILDING �' \ i w \ i � — These drawings of the property of Starlight i y j SHWASHER —•GFmil -{�T,,�/ o? --- DIs m o '-...,�,, - �. i _ I p ; a DISPOSAL • K! ! a� \ o � I - \V Homes and are not to be Utilized for construction, Or copied in or in whole - < G N 0 _ 0 74, 220 Hv w l 7 j �` part z a g _ _ w < o q w W _ G q0 9� f s e g 8\ ®�_ _ N w / I without permission from the buider. 0 2023 MICROWAVE >� A z z T VP GFd wa G .... ... ........,,. E €} 3 1 11 RVICE HVAC SEPANEL L Starlight Homes ...G��. 73 ��yy 'T1�� _ !J'-,}'WyL—_7 E �ri _ / W V-V .._ REC PUMP - - ©„70 LIGHT/ { STANDARD ELECTRICAL BOX HEIGHTS ° I O F REQ 9 SWITCH ` - ;7. TO LIGHT/ _ .ABOVE t. 30A. ELEC A E' LAST REVISION ---�.. C'6d I _. 1� ,-SWITCH s Y � KEYLE9S % - - BELOW ` WATER HEATER J,=% - SERVICE PANEL (� SIZE AND LocanoN IGHTIN \ I+„ ARii / I ' 1 PER BUILDERS LAST SAVED BY: - Y'Gir—, <1 TTIC I SPECIFICATIONS wW.L CABINE _ .� AND LOCAL CODES / ELECTRIC METER TELEPHONE/ / TELEVISION KEYLESS _ $ EKED .� v . /• \ �� Y SERVICE BOX /EIUNG\ f's F I-) 2 l' I /GFI DOOR - l / OPENER \ l ff f1 / 3 M T / WP/GFI 'p GHir Eim } OME CM-T 4 I3 I \ ,(� P Z a m X W a J _ 3 HB NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'N' FLOOR PLAN 'N' ^ /A Ids OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN ,FIRST Q j 1/4" = 1'-0' AT 22X34" LAYOUT = V-0" AT 11" X 17" LAYOUT 1/4' = 1'-0" AT 22'X34' LAYOUT = 1'-0' AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. GUPLEx GunEr ..-S - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ¢ GEEING MOUMED WCANDESCENT OEILWG FAN 4}"'"" WEATHERPROOF GFI WPLE%WRET IG"TFO(IUfU: PUS"&RTG"3Nrtc" (PROVIDE 40EOlMTESUPPORn CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. SMDNE DETECTGR - ALLEXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0Gq GgOUNOFAULTGIRLUIT-MIERRUPTER INGIND W�LLMWMED ESLENT ® H/JiDN'IgED NNDINTER MILE, WTIET FIXTURE CONNECTED W/DRTTERT CEILING FAN WITH WGNDESCENT f�! LIGHT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' BACXUP LIGHT—URE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE 0 HussvrtcHED DUP(EX OUTLET y 11—DINCANDESGE1-1-TORE cce DETECTGa (PROVIDEADEOUATESUPP-T) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. {� oq cEEWGM�UNTEDLEDFIXnX� HARDWnED AND Wren 0 uw 2tJ VOLT WTLET (VP)•VAPgi PROOF ® CONNECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY BACXUP NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 EXHAUST FAN (VENT TO EXTER ) THERMOSTAT —0 GAS SUPPLY WITH VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFa1cE XWTXm WX 0 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # ® TPHONE —}re HosE BMB wAu swrtcH ExHAUSTFANAICAfTcoNeuuTwN - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HDDK-UPS/CUTOFFS. TOEXTERXM) + (YEW © TELE- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i a THREE WAY MITCH �W vA WATERSTUBouT 8 EIECTR .— - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLWRESCENTL HT FIxTLwE DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. a FGURwAT swrtw O EIELTRX: PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , Low voLrAGE OUnET W—S—E WRITTEN INSTRUCTIONS. TELH HUB SYSTEM OISCONNECTSWRCH SHEET NO: FL 6.1 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 11W 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. 7 314"MAX AT INSWING DOORS. - TYP STOOP AT INSWINGSUDER DOORS: 36' DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINF. OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 116 3 12" 10'0" 9'4 10 PATIO SLAB -I@ 4' ie I MAIN SLAB i NOTE: EXTERIOR WALLS ARE DIMENSIONED TO i OUTSIDE FACE. GRADE BEAMS AND APPUANCES ARE DIMENSIONED TO CENTER UNE. I NOTE: LOCATEDGRADE VERIFY ALL GRADE v C UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING NCRETE. € OF CO�7, c I i L7 4 11'-1012" 1 11 ARAGE SLAB °J I i REINFORCE PER LOCAL I CODE AND ENGINEER'S -- 4 SPECIFICATIONS N I F2 _ -- m C W i 3 10'-7" 6'-7" [ l 3 V 4" t 6" CURB AT EXTERIOR 8" GARAGE WALLS, SEE I c I STRUCTURAL n < I Q F1 I 6'-4• 11• 6'-0" 1'-2• PORCH SLAB 1'-712" 11V.7" V-712' 6'-1" REINFORCE PER LOCAL t9'A" CODE AND ENGINEER'S SPECIFICATIONS 7 12' 7 12" SLAB PLAN V 1/4' = V-0" AT 22"X34" LAYOUT 1/8' = 1'-0" AT 11' X 17" LAYOUT CM as �Sp 1L C O °0 el < O+ 0. C � ISSUE DATE: 11 06.23.2023 FOR ylr T PV3 0��` 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 0.1.9 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) LAVER 12• GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8' TYPE "X• GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2• GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12'X54" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 18 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 116 1 R L4.1 R 2' 8'-11' 176' WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE 6'-2 3/4' 6'6 1/4" UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION I I — l r DRAWINGS FOR LOCATION 30505H 3050 SH I I WIC OWNER'S e•-1"CLG. BED I1 I 0. BA e.-1" CLG. I 'o 2'4 12' 10'4 12' 2468 a I 712• 5'612' 3'-212• 1 5668 DN C 11 42' i - 14 2468 - I T-0'= C ^ 8 J HVAC 4 14 VANITY I _ in BA 2 m in 2*-3 1/2' 18'-1"CLG W • ^ I WIC -- n I I - m 2468 � 4 ------- 246E I Y 1 I I 5'.3 12• 4'6 12' 3'-10' 5'-10• I I: 1 I' BED 2 I = BED 3 °•'1"CLG 7. ;.. B•-1"CLG :I i I L • EGRESS EGRESS WALL OF ADJACENT 1 6'.3" -- 3'-5 12• 6'-0 12' 3'-7• L WALL OF ADJACENT UNIT, SEE COMPOSITE 9.6 12' UNIT, SEE COMPOSITE DRAWINGS FOR �L DRAWINGS FOR LOCATION 19'6� LOCATION 7 12— -7 12• SECOND FLOOR PLAN ELEV V 2 1/4' = 1'-0' AT 27X34' LAYOUT iB' = 1'-0' AT 11' X 17' LAYOUT 2"1 WALL OF ADJACENT UNIT, SEE COMPOSITE 4 DRAWINGS FOR - LOCATION WALL OF ADJACENT UNIT, SEE COMPOSITE] 1 yl,1 DRAWINGSFOR LOCATION ����,ik9atilllt!!!A/A0�! �r CO LLco • •.'. • O • o J co r •• 4Z ����►►fll�s�a�sa�� P�" � N O N 1 L 4.t O VERIFY 12" 10"0" PATIO ac 4'a12• e'-1012• s•-2•' 6068 1G.D. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.10.1 FAMILY RM 9'-1"CLG '612" 9'-912" T-91/2• 3612" �.. a dW 2868 HANDICAP _ ACCESS 2868 PDF 4.1 KITCHEN - I 16 0 REF =_ _ = _ a - ♦42• 2868 11 SLOPING 0 16,UP GARAGE 0 ENTRY 9'-1"CLG. SOFFIT, SEE EXTERIOR ELEV 9 2 SH 2'-1 12' 3'6' 2'-5 112 PORCH 8070 SECTIONAL 6'-0" 1'-2' 'A 12 8'-0• '-9 1IT, —I 19'6' LOCATION IN FIELD IWALL OF ADJACENT 4 UNIT, SEE COMPOSITE f= DRAWINGS FOR LOCATION II I LINE OF CLIPPED CLG. +/- C-4" WALL HT. WALL OF ADJACENT 1211NIT SEE COMPOSITE DRAWINGSFOR LOCATION FIRST FLOOR PLAN ELEV V 1/4' = V-01 AT 27X34• LAYOUT 1/8- = 1'-0• AT I I" X 17• LAYOUT mc C w J � O Q ISSUE DATE: 06.23.2023 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 binder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 1.10 ta�11� tIItr'�/ �— �02 WALL LEGENDA _ e9 rCM w FULL HEIGHT FULL HEIGHT� Ya ���� '� 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION • ti • /. �� j J STONE VENEER AS NOTED ONCo DRYWALL PLAN HEIGHT V SLJ:.� 'y[ O ' Q Cv BRICK VENEER •_,^ • O O STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED e ISSUE DATE: w��M������� lC 06.23.2023 FOR V PF�OF �� N REVIEW REVISIONS: �1 J These drawings are the property of Starlight Homes and are not to be utilized for construction, or LOT 116 copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION z- R 3 1M2" 10'-0' WALL OF ADJACENT PATIO LAST SAVED BY: UNIT, SEE COMPOSITE DRAWINGSFOR LOCATION - � 5 66 III P A 1' OPT. ATRIUM DOOR 1'-0- AT 22"L" LAYOUT 1/8" = 1'-0" AT 11- X 17" LAYOUT W N r Z Q r a X O W J r a a cn J a O OILL J � SHEET NO: FL 1.10.1 FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATIO, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAVER 1/2" GVPSUM BOARD. GARAGEh10USE SEPARATION AT HORIZONTAL SURFACES SWILL BE PROTECTED WITH ONE )1) LAVER 5/8-TVPE'X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3r8' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2' GVPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 1/2"X54"SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL. HEIGHT AS NOTED 14 TUBSOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS / ':Z ��'•'�o • CID IL Aw . o -� (0 Q I • CY) �• a� ,e• 5� eooeoo•° �� ISSUE DATE: 06.23.2023 FOR //f�, REVIEW fd f I REVISIONS: LOT 116 12 12 s �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER STRUCTURAL ENGINEER copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION zNp FLOOR PL. HT. � No FLWOW_HT _ _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED LAST SAVED BY: 2ND FLOOR FIN. FLR_ 7 ST FLOOR PL �J U 4 Z - Q ENTRY : w ; FAMILY RM m 3 MAINTAIN MIN. M 17R 9D0'-713/3T OF HEIGHTLO FROM ST FLOOR FIN. FUR . OF WATER CLOSET ~h/ x z BUILDING SECTION V a1�11 = 1'-0• AT W.- LAYOUT 1/9• = 1'-0- AT 11• X 17• LAVOUT W N � ` �0 J SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8- SOLDIER COURSE ES ROWLOCKCOURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 514.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E77 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS 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 CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 116 2ND FLOOR)�HT._ 2ND FL VVCW. HT. _ 1B B" 2ND FLOOR FIN. FLR. 1ST FLOOR PL HT. _ - 1STFL.WDW.HT. _ 1ST FLOOR FIN. FRONT ELEVATION V 1 1/4' = 1'-0' AT 22"X34' LAYOUT 1/B' = 1'-0' AT 11" % 17" LAYOUT 2ND BOOR PL HT_ 2ND FL. WOW HT. _ 2ND FLOOR FIN. FLR. 1 ST FLOOR PL HT_ 1ST EL. WIYW HT. _ 1ST FLOOR FIN. FLR. REAR ELEVATION N' 2 � 1/4' i'-0' AT 22"X34' LAYOUT 1/e' = 1'-0' AT 11" X 17" LAYOUT % co rsss�ssss 5� �� k_ ISSUE DATE: 06.23.2023 FOR \� REVIEW o 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO. FL 5.10 Cz St % 2Of,J '�'•� � Q D • Q LOT 116 0 , ° i z ISSUE DATE: ° °•s••••••• • 06.23.2023 FOR L 4.1 * PV REVIEW TIGHT RAKE REVISIONS: I; it AREA 1 I: :I li it ! These drawings are the property of Starlight Homes and are not to be utilized for construction, or I' I copied in part or in whole without permission from ;;_;-_ - the builder. 0 2023 Starlight Homes l LAST REVISION j , I I ....._.,-„_..*....._.RIDGE I + I LAST SAVED BY: .. I' it LOMANCO 77e"D INSTA7SPER' I ' - PAANUFACT6R& INST$UCTiONS.. I 1; LOCATION PE}i BUILDER 1; I ROOF VENT CALC. ELEV. 'M' H I Name Area t/300RATIO ATHIGH B LOW 1/150 RATIOAT HIGH& LOWco I I AREA 1 846 SF 202.96 h0 405.92 in0 f_ Il I Q r 1 1 /150 RATIO: 1 /300 RATIO: l� C7 — w J i � x Q w LOT 116 PATIO 0 0 —/CCO @ N accoNO. o ISSUE DATE: 06.23.2023 FOR -- .- _..-... �:- r_... d. 7 „ WP/GFI .....III . ZZ.... L4 REVIEW EIr ( i REVISIONS: FAMILY R IOWNERS IBEED/ t E3 / TV.1111 .� ANAB / REQUIRED PER O A 6^' �' ,. STATE AND - ;) LOCAL BUILDING �; i i CODE ti \ GFII 13 These drawings are the property of Starlight Homes and are not to be o f o I I 220 DISHWASHER f MCI DISPOSAL_�!'T. I\I 7 ii�"tEN I � I' V" I . I ` utilized for construction, or copied in part or in whole o w 0f m m m �w 8G z '{ i GFI / ®/i1 �3.. V L ' \ �''GFI FI; __ MICROWAVE .. , — I.3.1 _. hwithout builder. 0�2023sion from Starlight Homes 9 0 0 3 STANDARD ELECTRICAL BOX HEIGHTS { HVAC ; LID V \ SERVICE PANEL �8REC PUMP IF REO TO © SWITCH/ ABOVE LAST REVISION TO LIGHT/ wwwttt I SWITCH _---' -' - " KEYLESS BELOW / WATER HEATER /J�/ \ ELL C J ' :....1 SERVICE PANEL SIZE AND LOCATI ION 3[ LAST SAVED BY: wAULOCAL C E IGHT IN r __ TTIC � --'% \ r.�AE Ir- / tAt L. i I \ / _ /-- i 1 _ PER BUILDERS I' I I SPECIFICATIONS CODES i AND TRIO METER ELECTRIC METER \ /\ j � o ¢ \ ) VY KEYLESS TELEPHONE/ TELEVISION 3i SERVICE BOX _. rrIF % 01 ® I ® II y, I CEILING\ OPENER /GFI DOOR00 3 i w z E 30"HIGH BAS VANITY - O E CARNET m CABINET n n � tititi WP/GFI l/� (L r �q( m -t --------I;B� aN It SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) ` J OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN V n FIRST FLOOR PLAN V M 1/4" = 1'-0" AT 22X34' LAYOUT = 1'-0" AT 11" X 17' LAVOUi 1/4" = 1'-0" AT 22"X34' LAYOUT = 1'-0" AT 11" X 17" LAVOUi NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL DLVLEx WTIET wEATHERPR00F GFI WPLEx ourEer © GHIWS ¢ cEILwG MourrtEO I——% CERNG FAN LIGHTFIXTURE Pus- swrtcH IPRovwE AEx:GwTE suvRaRT7 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. aW°'a°' \ V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." aR GROUNPFAULT CIRCUIT INTERRIWTER DWLEx ET 1�SMREE DETECTOR I%� wALL ppUNIED INCANDESCENT ® HARDWIREDAND INTER- (\ n CEILINF=ITH INCANDESCENT I� L HT FO(IURE CONNECTED WI BATTERY \\i// LIGHLIT T RE eACICLm :!Y} - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SWILL BE ENGINEERED BY OTHERS. THE ,, HAEFBWITCHED WPIEx OURET y RECESSED INGN 1ENTLIGHTFIXTURE CO20ETECTCR // \ IPROVIDE ADEQUATE SU TI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. Tf S20 VOLTWRET f^P} ror+EyAwPaRr TE LEDFo E ® H pxHED AND INTER V V C ECTED W,BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY s�+R NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q ExHAUSTFANIVEMTOExTEWOR) THERMOSTAT F"-® OAS SUPPLY WDH VALVE REINFORCEDAINCTxxJBO% OT - PROVIDE ANDINSTALLGROUND FAULT CIRCUIT-INTERRUPTERS(GFI)ASREQUIRED BYNATIONALELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ® TELEPHoI£ —}re HosE area - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP&CUTOFFS. # wAu 11CH E.--TFANAx COAenaTroN TTO (E ENTER ) SHEET NO: - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a TwEEWAY SWOCH ER-wATER sne WT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FLWRESLENT LIGHT FIXTURE a ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. � a FWR.wAr svrccH O ELECTRIC PANEL �{ - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S wuL. scoNCE WRITTEN IHSTRGL'X1L6. , Low VWTAOE—T rECH NUB sysTEM wscorslECT swDCH FL 6.10 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3- DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 ILIN E OF SLAB ABOVE F2 JUNE OF FRAMED WALL ABOVE LOT 117 19'A" 9'd 12' 10'-0" 3 12" }LL LATIO SLAB N I a Q 4" m MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPUANCES ARE DIMENSIONED TO CENTER LINE. ` VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS UNDER ALL LOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. 11-it g i .e m £ - -7' 12' 11'-10 12- 4 4 '4 m m o I GARAGE SLAB 9 12' 4. REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS - P i F2 C a 0 a 6" CURB AT EXTERIOR 4 4 I y ? GARAGE WALLS, SEE STRUCTURAL f F1 I PORCH SLAB REINFORCE PER LOCAL 1 11'-7" V-7 1/2" CODE AND ENGINEERS SPECIFICATIONS 19 �• 7 12 7 /2" SLAB PLANS 1/4' = 1'-0' AT 22"X34- LAYOUT 1 V = V-0" AT 11" X 17" LAYOUT -FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS �1 O e•eeeee••••s � �/ i •�C/ O � • N J� Q • a) U O� • (n ({ 1 • 'i dy r� s• l re�,1r11' f'f ►Pas. v� J ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: W Q r 7 �/ 1 x Z LLJ r a J r a IL W 1 � J d' 0 N SHEET NO: FL 0.1.6 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN 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) LAVER 12- GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAVER 5/8" TYPE'%" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12' GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS B ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12-X54• SIZE) 9 TEMPERED SAFETY GLASS it HALF WALL, HEIGHT AS NOTED TUB -SHOWER COMBO F14 18 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 1 '1t L 4.7 It 2" 9'6' WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE 6.6 1/4" 6'-2 314_ UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGSFOR LOCATION 3050 SH 3050 SH I LOCATION III II 'EGRESS I. I I I '. it I I OWNER'S WIC 'I BED 8'-1^CLG - 18'-1^CLG I I I O. BA I'> 8'-/ CLG 10'4 12' 2•A 12' o LCI _ 2468 _ DN ^ co I I - ril - 66 «42. 11 C 3'-212' 5'612' c - 2468 712' LI VANITY 14 BA 2 a Btt" CL I --- - _ WIC I , I I: 2468 a 2468 I I 3'-1W 4'6 12' 'I BED 2 8'-1"CLG. BED 3 8'-/"CLG I I I ' EGRESS 'EGRESS :luo �n ;wo �n WALL OF ADJACENT 4'2 12' 3'-71 /2' 5'-91 WALL OF ADJACENT UNIT, SEE COMPOSITE 1/2- UNIT, SEE COMPOSITE DRAWINGSFOR DRAWINGSFOR LOCATION 19'6" LOCATION 7 12 7 12' SECOND FLOOR PLAN ELEV U 1/4' = 1'-0• AT 21X34' LAYOUT 1/1- = ,'-0' AT 11' X 17' LAYOUT LOT 117 1 L 4.7 VERIFY 2" R LOCATION IN FIELD WALL OF ADJACENT UNIT, SEE COMPOSITE o DRAWINGS FOR LOCATION .I LINE OF CLIPPEC ./- 6'-4• WALL HI WALL OF ADJACENT -/ UNIT, SEE COMPOSITE DRAWINGSFOR LOCATION 7 12" FIRST FLOOR PLAN ELEV U 1/4' = V-IY AT 22X34' LAYOUT 141' = V-0' AT 11' X 17' LAYOUT N J � R 9'-4 12" 10'-0' 3 1/2 PATIO ac 0 SH 3050 SH 6W8 S.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1/FL 1.7.1 FAMILY RM 9'-1"cLG 3'6 12" 3'9 1/2 9'-9 12' 2'6 1/2 ``a Dry PDR, 2868 P HANDIACCECA41 = KITCHEN °I ° = s 3= = 16 rEFO11'-7" UPm - GARAGE O ENTRY 9'-1" CLG SOFFIT, SEE 9 EXTERIOR ELEV 2040 SH 2'6 12' 3'6' 2•-1 ,2" PORCH 8070 SECTIONAL 1'-2' 6'-0' 11' '9 12 8' 0' '-9 12 11' T 19'6" WALL OF ADJACENT c UNIT, SEE COMPOSITE v DRAWINGS FOR LOCATION II "WALLIJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION `7 12" H C w J f O I Q ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: W a� 1 X a W r- a J T tr O LL O J SHEET NO: FL 1.7 WALL LEGENDa���` HEIGHT FULL HEIGHT FULL 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 •,y••••• ••••��.('1 / '� 1�, '� LL -� (n •� , O • R O r� � W • "'� *, • Q 41& o : / 0: J`! �G�C • - ` w J O ISSUE DATE: ✓y [\ • •••••••••• * ?� ``��` 06.SUED3 FOR REVIEW REVISIONS: LOT117 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 2023 Starlight Homes LAST REVISION R 2. 10'-0" 3 1/2" PATIO WALL of ADJACENT UNIT, SEE COMPOSITE 5'-6" 4'-71/2" r DRAWINGS FOR LOCATION I� I � I A P LAST SAVED BY: OPT. ATRIUM DOOR 1/4' VV G' AT 2YX34' LAYOUT 1/6" = V-0" AT 11" X 17" LAYOUT 00 Q � x co Z a O W �' J a cn a J a °O O J -' IL SHEET NO: FL 1.7.1 FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAVER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAVER 5/6' TYPE "%' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE I3B'SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1M2' GYPSUA BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 1f2'X54"SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDEaN ELECTRICAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS F-- _ ``►►1►11111111(///�� Cm J i �•• 0. I • CAI .. e p i o (/2 ISSUE DATE: V •�i Z s o•••yyoo...p.''� 06.23.2023 FOR REVIEW Os `� ���//(/(!T�¢►ae�to[®�`` CNJ REVISIONS: LOT 117 ,2 12 These drawings are the s� �6 property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole Without permission from The builder. 0 2023 Starlight Homes — — 2ND.fJ`Q°R.PL-kit—� 2ND FI6WpW.HT. LAST REVISION OWNER'S :ED BED LAST SAVED BY: FI 2ND FLOOR N._1ST FLOOR PL 1ST FL. VuDW. FiT. / �/ U FP UF FAMILY RM '♦♦ : w ENTRY 9 m O } � N m J ♦ / 2 Q MAINTAIN MIN. ♦ ,' 17R0'-713/37 -- - 6'-8' HEIGHT AT FRONT ♦ - ♦ ' 00 OF WATER CLOSET 1ST FLOOR FIN. FIR. n W r O BUILDING SECTION 'J' J r v 1 1/4" = V-0' AT 22'X34' LAYOUT 1 V = 1'-0' AT 11" X 17" LAYOUT a 1 F 40 y J SHEET NO: FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6' SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E76 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16.O.C. (VINYL BOARD AND BATTEN SIDING) IDS ,X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS 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 CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 117 IN �c Ilttli! �� ' O • ••. / " 2 % C3 +- •Cz W • r 16 '�!r„' FASCIA •••sM��••'•'Gl.� �` ISSUE DATE: a — 2"°FL"^Aw. 06.23.2023 FOR REVIEW nnlit t�llE1�l�� REVISIONS: 1,01a1�J r, FRONT ELEVATION'S 1/4" = 1'-0" AT 2P"X34" LAYOUT ,B" = 1'-0' AT 11" X 17' LAYOUT 2ND FLOOR M. FLR. —1ST FLOOR PL HT. — 131 &_WQVV LIT,_ & lI �J These drawings are Ile property of Starlight Homes and are not to be F4" utilized for construction, or copied in part or in whole T FLOOR FIN. F!E-'� without permission from the builder. 0 2023 Staftht Homes LAST REVISION LAST SAVED BY: REAR ELEVATION'S 2 1/4' = i'-0' AT 22'%34' LAYOUT 1/e' = i'-0" AT 11' X 17' LAYOUT AND FLOOR PL. H _2ND FL. WOW. FFT ?ND FLOOR FIN FLR- & 1 S FT LOOR PL tM-1 —1ST FL. VVQNV HT. /q W T a r 1 X Lh z W r O J a O W J 1$T ELQQR_FINF SHEET NO: FL 5.7 CD J 2 o LOT 117 o Q ISSUE DATE: 06.23.2023 FOR y WP/GFI @ PATIO o ac COND.ti ATI O a ac He WP/GFI REVIEW REVISIONS: g i l'f i ( nt Y 5 ® BED !# e� v �Tv A jj I TVt FAN AS It - !$ REQUIRED PER STATELOCABUILDING \ E m P � c } CODE _. j-[ " ,� / �(smGF}j I IL _ [ , / GFI DISHWASHER These drawings ar ethe property of S light Homes and are not to be < LL ° < cFl a� {�rc } ? 1: R� .'T`— DlsaosAL I utilized for construction, or copied in part or in whole �/ _ J t without permission from �m m em m m 1l PD �---� — ; � the builder. 0 2023 Stad'ght Homes HVAC I' I ,GF ..- faj � � MICROWAVE 6FI SERVICE j PANEL TO LIGHT/ ' u. P LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS ._ .' E,, rouGHv -- BELOW KEYLESS t>;T t 1 I © REG. PUMP, yy } SWITCH , _ ' ; O t IF REO ABOVE 3, \ - / L= WATER HEATER / SERVICE PANEL SIZE ANO LOCATION ' \ / LAST SAVED BY: - LIGHTIN�t' I) 3 ATTIC , PER BUILDERS I.. \ �.�l�i-{���'. �- SPECIFICATIONS '- �..A AND LOCAL CODES ELECTRIC METER \ / a iij 771E h s TELEPHONE/ TELEVISION I \ /� / '� KEYLESS I H r p, ,1 SERVICE BOX 9 [ N i �"'!�;i�/� la o g-. BE: 2/ »'-tt� �-( } /ENO\ I 1 GFI I // OPENER\\ WP/GFI i 3P cHFVANITr BAS i ET m s f w p E CABINET jiI _zI m - .... j -- _ PORG 7 \ \ Y W T a J — a cn SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) ` J OVER BATH CABINETS OVER KITCHEN CABINETS n SECOND FLOOR PLAN U n FIRST FLOOR PLAN U Q 1/4' = 1'-D' AT 22'X34' LAYOUT = V-p LAYOUT AT I I- X 17' 1/4' = 1'-D' AT 21. LAYOUT = V-D' AT I X 11 LAYOUT J NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Lv OUTLET �wP'°R WEATMERPFOOFGFI WPLE%WTIET © CH—S CEl—MOUNTED INCANDESCENT LIGHT FIXTURE PUSHwJTTON SWRCH ++av sMOKE Ix:TECTOR � COIL - (PFpVIDE ADEOUATESUPPORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FANIUGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED -SUITABLE FOR WET OR DAMP LOCATIONS.' W., cROUIUPAUI.TCINCUIT-NTERRuvTEa DIME%°unl=T ALL MOUNTED wCANDESCENT ® HARDWgED AND wrEu L�GHTFaruraE caNNECTED wieATTEar BACXUP CEILNG FAN WRH wCANDESCENT LIGHTfIXTUPE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLY. THESE SYSTEMSSHALLSE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. II VOI.TOUTIET �' YV cm DETECTpR cExwG MOUNTED IED FIXTURE HAR—ED—TE, NPI vAPOR PROF ® ��ECPTED wTBATTERr (PROVXIE Am—su—TI - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 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. O REINFORCED) W`XAwx # O EXHAUSTfANIVENT TO E%TERIORI THERMOSTAT ® TELEPHONE �® �re GAS SUPPLY WITH VALVE HOSE BIOS - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wALL swITCH EXHAUST FANAIGHTCON�Iro1TXXJ # (VENTTGEXTE—) © TELEV- - 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 . THREE—swlTCH + } i FWRWAY SWRCH , —MET FLUORESCENT—T FKTURE B ELECTRICNIETER ® (Ti ELECTRIC PANEL � N wAu scoNCE SHEET N0: WRITTEN INSTRUCTpNS - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. TECH NLe srsTEM i DLS—ECTSwrtCH FL 6.7 UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. I GENERAL FOUNDATION NOTES: I 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 INSWINGSUDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3• DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING, WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F7 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 118 19'A' 9'4 1n• 10'-0' 312• PATIO SLAB g 4" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONEDANTO OUTSIDE FACE. GRADE BEAMS AND APPUCES ARE DIMENSIONED TO CENTER LINE. VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS UNDER ALLLOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. 4 m 71• in" 11'.1012" q w q 9 r-1 r N GARAGE SLAB 9 12 REINFORCE PER LOCAL - I CODE AND ENGINEER'S SPECIFICATIONS R F2 Nl E'-7- 4• s W 6• CURB AT EXTERIOR 0 GARAGE WALLS, SEE 4 I 4 STRUCTURAL PORCH SLAB 2 6-0 6 4 REINFORCE PER LOCAL 8'-1• 1-712' 1,'-7" 1'-7 I CODE AND ENGINEER'S _ SPECIFICATIONS 19 7,n" SLAB PLAN 'O' 1/4' = 1'-0• AT 22•X34• LAYOUT lie' = 1'-(• AT 11' X 17' LAYOUT H V N J 2 �° Oct F-- C4 ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS These drawings are the property of Starlight Homes and are not to be utibzed for construction, or copied in part or in whole without permission from the budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: 00 O �Q/ r ^ Lf) Q J r a O ,J SHEET NO: FL 0.1.11 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN -_ - _ 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. GARAGEOUSE SEPARATION AT HORIZONTAL SURFACES SHALL HBE PROTECTED WITH ONE (1) LAYER 5/8' TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER. VERIFY LOCATION AND SIZE WITH TRUSSES 251/2"X54"SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUBSHOWERCOMSO i6 SLIDE4N ELECTRICAL RANGE W/HOOD AND MICRO A.V. VENT PER MANUFACTURE. WRITTEN INSTRUCTIONS LOT 118 10'-0' 3 112" PATIO A P OPT. ATRIUM DOOR 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8' = V-W AT 11" X 17" LAYOUT CD +— w • _ S N d _ _ ,c• • • o• z: O = F- O ••• �� ISSUE DATE: S ••�•••.••���( `�� 06.23.2023 FOR REVIEW M N REVISIONS: O N C J 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 bu"der. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY- 00 fN r Z Q � a x O W r J r a EL cn a 4 �- M O °O J � SHEET NO: FL 1.12.1 i ���� ����Q V •e•Tsoe•eQ�1� • • CJ '.� co LL W • 0 4OZ J s o • rn T Z: i /� • p • � ±� Q F— 0 e•e•e••••a ISSUE DATE: 06.23.2023 ``��� FOR REVIEW fi*Rat``M�`ceV, REVISIONS: LOT 118 2 s� 12 �s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for Construction, or copied in part or in whole without permission from the builder. 0 2023 2ND FLOOR PL. HT. $ladght Homes _ — _ OWNER'S _ — — — — — — — 2ND FL. WDW.— LAST REVISION BED 2 BED LAST SAVED BY: 2ND FLOOR FIN. FLR. n _ 1ST FLOOR PL. HT. 1ST FL. WMM HT__ n � w U ' n ; w ENTRY ♦ m m ❑❑ m 0 O w FAMILY RM 3 MAINTAIN MIN. ` ,' � 17R@e'-713/32'� 6•-8"HEIGHT AT FRONT _R CLOSET' ` 1ST FLOOR FIN. FUR. 00 co BUILDING SECTION 'O' r o r, 11,r = 1'-0" AT 22"X3 " LAYOUT 1/8" = 1 `0" AT 11' X 1T LAYOUT W T - a cn W 4 J SHEET NO: FL 4.12 i ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EOUIVALENT LOWERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4X4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4X4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS 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 CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL D'3 W. LOT 118 12 12 2 000 CM . ` 5z •• • w ^4 .4 • \Y • s �•• — ='' � • �' ISSUE DATE: 06.23.2023 FOR ••01t�•o \\ PP REVIEW REVISIONS: 1 1z e" 18 Z DJ.QQ@ FIJU. FIR--& �/ I —1ST FLOOR PL. HT, n — 1ST FL. W9W HT. L1v _ FRONT ELEVATION 'O' 1/4' = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT it' X 17" LAYOUT REAR ELEVATION 'O' 1/4' = 1'-0' AT 22"X34" LAYOUT 1B" = V-0' AT 11" X 17' LAYOUT 1ST FAQ@ Fn FLR-� 2NDD FAR PL HT. —2ND�WDW. HT. & NO FLOOR FIN. FLR_f\ SST FLOOR PL HT.__/ —1ST FL. WOW HT...,_ & 1ST FLOOR FIN. FLR. n 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: W T Oct r 0 1 X Lh Z W r O J r' I= a cn > �0 W J SHEET NO: FL 5.12 3' F- 1�NIS', �r!!lllffffE�Cz _ Qi� • •• V o i .JY�..i• U_CD b• Q ' (D O LOT 118 - O; jr ¢ - ^' Q o i� (C s: ISSUE DATE: •• i/) 06.23.2023 FOR •• y '•l��i�' REVIEW TIGHT La.1 �jjll T Pa t�,��` REVISIONS: RAKE AREA 1 I ( I ` I These drawings are the f } I property of Starlight j I a Homes and are not to be I I utilized for construction, or I copied in part or in whole I I without permission from 1! }I I <I the budder. 0 2023 I I Starlight Homes I N_l I I I LAST REVISION (RIDGE _. i ~ I LAST SAVED BY: ....... Is f i_il ROOF VENT CALL. ELEV. 'O' i y' Name Area 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH I. LOW AREA 1 846 SF 202.98 n0 d05.92 in0CID f j ar o I; LOMANCO 770-D, INS ALL PER I li MANUFACTURER INS RUCTIONS, f \/ Z I! LOCATION PER BUILD q f X Q I E I J t- a I; I€ I LL I I �° w\12 ;I 0. ui O o� O~ 5�2 ¢ O oy L ROOF PLAN 'O' 1/4' = 1'-0' AT 27134' LAYOUT 1i8' = 1'-0' AT 11' X 17' LAYOUT SHEET NO: FL 5.13.11 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 GROSS -VENTILATION AREA MAY BE REDUCED TO 1/JW PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING 1-PERM INSTALLED ON THE WARM-IN� BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL 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 REWIRED 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 ByTHE 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 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. 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 7 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: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALCS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED IMOA MINIMUM BUILDER AMOUNT AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. Jf� t— x CM J � 0 Q U LOT 118 O 0 =/Coo PATIO ac C4 ISSUE DATE: \ He WP..GFI O 06.23.2023 FOR LJ .- — r, REVIEW a i ', 11" 3 {I I REVISIONS: € FAMILY RM OWNER'S N [z \--- / FAN AS 3 " REQUIRED PER STATE AND \ /• j([ 0 w �Q a LL 3� LOCAL BUILDING j & y„r.e CODE /-�• /// DISHWASHER These drawings are the property of Starlight Homes and are not to be b s : 'i GFI { a `�' 1 T t i 1 P Utilized for construction, Or � m � DISPOSAL copied in part or in whole without permission from 0 s m$ 22Dv? „ � i the builder. 0 2023 Starlight Homes u a a Y VP Hvnc i 1 MICROWAVE GFI ®1 f s b _ PiESERVICE Ty LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS {�......;. l \ \1q i swIITGCH/ 3?O yE x-IFE EOPUMP ,mm yy _ Jqj ( ABOVE E s TO LIGHT/ }� '...SWITCH I ", ffffff ,. BELOW KEYLESS E i%� SERVICE PANEL SIZE AND LOCATION , 1 30A. ELEC. / I \ I ,.5--.l \ WATER HEATER / i ' LAST SAVED BY: _ VIL—---- WALL CABINET -_ • ` LIGHT IN i': `5jd ATTIC €€) _._..__._. g - -- jj PER BUILDERS SPECIFICATIONS ANECTRIC METECODER ELECTRIC METER�,.}*� L-}n ; I I -, \ j i tti;a-_ / I€ f ¢ C1 TELEPHONE/ > 3 T DID % V LV 3�( TELEVISION SERVICE BOX —� = Y I r) V / i " •� x;L KEYLESS .1 r 3 1 E II H ® ® \ /EILING\ /GFI DOOR\ OPENER \ W av HIGH VANm BASE CABINET CABINETO InCRC LUPWPIGFI l 1\ J w �-- • " IL He — Ai V / f/� i } � SWITCH RECEPTACLE BOXES AND BOXES SWITCKITCHEN DCAB SECOND FLOOR PLAN rOr NOTE: EXTERIORW.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) FIRST FLOOR PLAN LO' ` J OVER BATH NETS OVER CABINETSH 2 , O 1/4- = 1'-O' AT 22X34' LAYOUT = 1'-0' AT 11' X 1T LAYOUT 1/,r = 1'-0' AT 2;X34' LAYOUT = V-0' AT 11- X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL # DUPIEx WTIfT wEATHERPRDOF GFI WPIEx ounET © crones CEX---TED NCANDEBCENT LCHTFaTLaE P—BUTTON BATCH CEIING FAN (PRDvoEADEouATE swvoRT7 CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �wPWFI 110VW.ED DE1ECTW - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.''EXOUT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALLBE ENGINEERED BY OTHERS. THE �GR GROWDFAWTCIRCUIT�NTERRUPTER ��yy,, 11 HALF -SWITCHED WPLEX OUTLET �} —TFI wTED NCANDESCENL ®—ECEDANDNTER T Lr+�TFaruRE camECTED wienTTERY BACKIR y RECESSED INCH—ENTLIGW FWTWE C010ETECTOR CE1—FANWIM NCAND—NT B(IU LIGHTFiE (PROVIDE LATESUPPORTI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. axw 2P0 VWTCURET {Y} .EI�oG—pp TFD LEDFORURE -® HARDWIRED AND INTER CONNECTED W/SATTERY - 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. JO REINFCRCEDJUNCTKKIBOX # wAusxrtcH BACNLP Q E-AUSTFAN(vENTTOEXTERM) THERMOHTAT OT EXiNUST FANAr,HrcaeNATaN ® TELEPDNE F--® GAS sup —WITH VALVE re HosE Bee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. `r (VENTTOEXTERM) © TELE�W- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - # a — SWITCH 8 ELECTRIC METER TM-WATERSTIs WT 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 11 i a —1—SWITCH , LOW VOLTAGE WRET ® FLWRESCENTLIGHTFIXTURE ELECTRIC PANEL TECH HUBSYSTEM DISCI—ECT—H WALL SCONCE SHEET NO: INSTRLCTNXIS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE FL 6W12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. f- 3 12' 10-0' '8 12' I 79•A• ���t4111i1l111/If! � • 0 CC/ O U.. 6" • isCo ]r 7N • . S� C[ s Q "' • T • z ..�. s a o; ~ ••• o = J fO a ••• ••••.•••••••• s C3 Jo Q ~ 1' 10'' - ISSUE DATE: 06.23.2023 FOR I 1 REVIEW REVISIONS: w 4 PATIO SLAB w w wPATIO SLAB g " PATIO SLAB w o" PATIO SLAB w o 4 �I " 20'-3 12" I PLAN 1386 Il� 19'-1" I 20'-11" 19'd 12" These drawings are the property of Starlight PLAN 13861 LOT 115 I i PLAN 1386 = I =�, LOT 117 I ,, PLAN 1386 Homes d are not to be utilized forconstruction, r ELEV NR I LOT 116 I ELEV J I LOT 118 copied in part or in whole without permission from c I ({ " ELEV MR I I71 tl1 - a li _1 ELEV O the budder. 0 2023 Starlight Homes LAST REVISION III 11'-0 12' 7'-6" 1' 1' 11'-5' 7'6" 11' 7'E' 11'-5' 1'-1' 7'8" 11'-0 12" 8' LAST SAVED BY: s .. 4 I� 10' 10'-7 12' { Ii 1771 GARAGE r ". ,I w SLAB i NSLAB I I I 10'-712" - 912• # i GARAGE a ul I 4 4 -. €I I I� ; i €i I II t GARAGE SLAB a Nt 111 i" I (' I I I I i w.. ..... 112" 10'.7' GARAGE SLAB a w 0 0 Q r LU r— J£ _I O x W J a a J w Ui W N I I - I 1'-7 12' �1'1 6'-0' I 12^ 19'-0 12" 10 12•1 512" 1'-2' 8'-4• V-7 12' [11"1 6'-0• 10 12" I IL10.112" 6'-0' 11' 1'-7 12' 8'-0' I 1'-0' 6'-0' 11' 11'-7 18'11' 5 12" I 12 12" 1'-7 12" 712^ 79'.8' 512' 12^ SLAB PERIMETER PLAN 4-PLEX SHEET NO: 1/4' _ ,'-0' AT 22'X34' LAYOUT 1/8" = 1'-0' AT 11' X 17' LAYOUT A0.1 NOTES: FIRE PARTITION/ FIRE BARRIER LEGENDCz REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE �` •••••••i �� +� w PROTECTION DETAILS. , O ••• Q•• �� 2- HOUR DWELLING�" �•� '• '� _J O - REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL • [ � - a � TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. J LL [Y^ • V+ - THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW - WATER CONNECTION ^^ : co V' Q REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS "�� •Z (V W • AND PAD HEIGHTS. S/ - SEWER CONNECTION - a : 7 .'� .y 1 • L i FIRST FLOOR PLAN 4-PLEX 1/4- = 1'-17' AT 22'X34' LAYOUT ,/e- = 1'-0' AT 11' X 17' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK TRANSFORMER S' • O Csg PID ISSUE DATE: •' /�� 06.23.2023 FOR o' •o•o�'Q4 ``�� REVIEW J!'`%dfEr!rtT39F��°�; 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 2023 Staftht Homes LAST REVISION LAST SAVED BY: X LLI 0 a Q� T Z X a W J (L J CC CL U) o O " f- J N IL NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. S/C - SEWER CONNECTION 6 r 79I$• SECOND FLOOR PLAN 4-PLEX 1/4' = 1'-(' AT 22X34' LAYOUT tiff = 1'-U' AT I X 17' LAYOUT a w J F % � O s I- ISSUE DATE: 06.23.2023 FOR 3 REVIEW REVISIONS: These drawings are the property of Stadight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: X W J GO a v- Q v- a x tf) a W r It J a cn J 1L �O Z J o U W N SHEET NO: A2.1 *`\��ti`*jrE9ltllldddd�� � s Co O o• sUj • Z: O ��� O o G> PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 LOT 115 LOT 116 LOT 117 LOT 118 ELEV NR ELEV MR ELEV J ELEV O FRONT ELEVATION 4-PLEX 1/4" = 1'-0" AT 22"X34' LAYOUT 1/e" = 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 06.23.2023 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 2023 Starlight Homes LAST REVISION LAST SAVED BY - Go X T W Q T fi V W r z J o O W J J W SHEET ra: A5.1 PLAN 1386 r, LEFT ELEVATION 4-PLEX LOT 115 1/4' = 1'-0' AT 22'Y34 LAYOUT tiff = 1'-0' AT 11" X 17" LAYOUT ELEV NR ........... 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Z Z O _ cn 4 .. •loll C%j x fD � — w � x Q fF-- ISSUE DATE: 06.23.2023 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 Wider. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: 00 X r W Qr J I a X Jo O w J W sNEET Nd A5.1.2 ee cc3 O 0 J e "� o a a o; Z Q U) i as aaaaaaaaaeaa �y'��It►l1�i�11P1��"��� I I I PLAN 1386 I PLAN 1386 PLAN 1386 I PLAN 1386 LOT 115 LOT 116 LOT 117 LOT 118 ELEV NR ELEV MR ELEV J ELEV O rROOF PLAN 4-PLEX ,141 2XOO1/e' = VAI AT 11' X 17' LAVOUT t— C J � cG o Oct t— ISSUE DATE: 06.23.2023 FOR PREVIEW 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 2023 Starlight Homes LAST REVISION LAST SAVED BY: c X r LLI Q a X Lc) 4 W 7-- z U. a a Q O J !r SHEET NO: A5.1.3 `%J1 o %/00~ _ SILL PAN FLASHM E ; PIECE FLASFINFi PAPER V .•••" / OVERLAPS �� Cm v •, FXT R SILL BELOW SEALANT SILL SEALANT FLANSE AT SILL • CD ; _ GORNEIR SFffATHIN6 UC2 P.T. 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INSTALL SILL WRAP (MAYT COMPLETELY COVER ROL&H OPENING SILL (INCLUDING GORNET2 SHIELDS) LHIOUSE TLAP� WRAP7 ----- RAW PM FLA%w U 7 SB.L FLAW F1 Alm WINDOW FLA6INN6 METHOD 'M' OA ALLOW THE BULDINS PAM TLW TO DRAPE OVER THE HAD R A%NS. TEMPORARY TAPE F� TO HOIA FLAP LHOUSE WRAP 7 STUNS SEALANT 8Bw sym MTALLATM NVOW RANGE u fi1GNN5 �ij' V WINXH 11MM1,16 METHOD 'M' OA APPLY A CONTINJOII5 BEAD OF SEALANT ON THE BACK 51DE OF THE 3 WINDOW FLANGE. B. INSTALL THE WINDOW ACCORDING TO THE MANJFACTUREiS 5PE4,1FICATION5. WEATHER RESISTANT �HouSE CONSTRUCTION TAPE wLlr Wm fLAS NB .W Uffl* 5$L IRA-W NNDON tiAN6E WIDOW PLAMNS METHOD'M' OA APPLY MATHER RE515TANT TAPE OVER THE 45• ANGLE CUT ON THE BUILDING PAPER. $. ON INSIDE PERIMETER OF WINDOW APPLY CONTINJOIY BEAD OF SEALANT OR EXPANDABLE FOAM N I NDON FLASH I NC AND NRAP DETAILS TEMPORARY TAPi TO HOLD FLAP GciJ _J ' • U.I ,.0 CD Li • Q O; � a 51EA��s' •ssss,s•'9�LL�� C !0°st6!!A;°4`� .NN RA9NN8 WNDOW FLASHNS METHOD'A-P OA. INSTALL IAMB FLA5HIN6 OVER THE WIDOW FLANGE ON F_ALH SIDE. B. EXTEND THE JAMB FLA6HING 4' ABOVE THE ROUGH OPENING AND 8• BELOW THE ROUGH OPENING. C. INSTALL THE: WINDOW ACCORDING TO THE MANIFACTi1RER5 SPECIFICATIONS. SFEATRW IUVIRLAYKNT MST 13E WT&M Ne81 PRM LAPS MV PROYM ADEGI ATE PROIEOTION FOR OPE W II DRIP FLASHING t46T BE I I INSTALLEDY TO II II I DIVERT WATER, —1-4 —J I II II I HNDOK rrLAWE MIST I II II I II II BE SEALED TO PLYWOOD MWMLM 2' OdB2LAP � — — — — —L J I REWIREDI 805 Mhi LAP MRINLM 6' MO BE MAIM A5 iEif IAW BY NWIIFACTIM BOTTOM 5MM STRP HIM BE RXV M aN76IAYMBIT TOILLMMOI MTOBEDmxwTOmOUF.mswAOE Cm IN ISSUE DATE: 01.16.2023 FOR REVIEW REVISIONS: These drawings are the PAY Of SWAIN Moats and are not to be uffaed for corshiclim, or copied in part cr in whole www pemTis w from the brl w.®= SterW Hlonres LAST REVISION LAST SAVED BY: (>7 J_ Q H W C3 I I D-2 IBA r iyliliiil(t Lffmm. � urSWOPESaB .R mMDm Tim HOUSE NNRAP i� cm cur Ham ~ SO THAT Z ••• • • — LL TAPE EDGM T —., • J 5rA OaSns 5mmopmomD f • o IETAMWNNWO" i x z' Fl w HiHs OVER TOP OF 5/4• IaAE W SIFNlS® SDMB SOImHOFNLOWIS • "� • Q WMIE BD TRIM ADTBASWWNXCA" —YRAP 5mres?NIN]Bt0 • �' LEAVE A IW BAP BEn®T r �Cj` z axwoFacm R.AU' HINB AND SOME RAW A6 /'V — — — ~-- 0 / `c SHOW DD NOT CMLK NOW BID • a MmmaT mBmc ` /4' Nwr�IDneH NmR4=w ,, a •••• �� ••• M5aN � ft, ©�1� Flomca 7:A. 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DOOR ROUGH -OPEN I NO 51 Z I NO CHART N > J m Q a W W � 0 sra�r.. D-4 INTERIOR DOOR ROUGH OPENING SIZING CHART DOOR �qL,1, ROUGH OPENING ROUGH OPENING c TYPE SIZE ON WIDTH HEIGHT DETERMINED BY DETERMINED BY SINGLE WIDTH�x b-8 INCHES TO THE INCHES TO THE DOOR WIDTH x t3-0 WIDTH OF THE HEIGHT OF THE GALL e DOUBLE BI-PASS WIDTH x 6-8 WIDTH EQUALS THE ADDING 3 INCHES T F '�,� lS� °+o•e4+ge' GALL SIZE WIDTH � WIDTH�x 8-0 GALL SIZE WIDTH x b-8 ADDING 2 I/2 INCHES ADDING 2 I/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 82-I/2" q8-I/2" WIDTH x 8-0 GALL SIZE THE GALL SIZE DOUBLE WITH WIDTH x b-8 ADDING 3 INCHES TO ADDING 2 I/2 INCHES T_ASTRAGAL OR THE WIDTH OF THE TO THE FIGHT OF 82-1/2" WIDTH x 8-0 GALL SIZE THE GALL SIZE SINGLE POCKET WIDTH x b-8 ADDING 2 INCHES TO ADDING 3 I/2 INCHES DOOR � 2x TO THE HEIGHT OF 83-I/2" qq-I/2" WIDTH x 8-O THE WIDTH OF THE THE GALL SIZE DOUBLE POCKET WIDTH x b-8 INCHES TO 4x THE ADDING 3 I/2 INCHES DOOR � WIDTH OF THE GALL TO THE HEIGHT OF 9q-I/2" WIDTH x 8-0 THE GALL SIZE n m n n p WIDTH p p p ADD 2" � EQUALS ADD 2 I/2" Q ADD 3" 44 SINGLE DOUBLE BI-PASS DOUBLE BALL CATCH DOUBLE W/ T-ASTRIGAL ADD 2" n ADD 13/4" n � � � � I I GALL L GALL GALL GALL GALL SIZE SIZE SIZE SIZE I SIZE � SIZE SINGLE POCKET DOUBLE POCKET f- G7 J E 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED O S 'Q 1 1 #1 #2 #3 #4 ISSUE DATE: 05.30.2023 FOR 120 240V 32 CIR 32 CIR 32 CIR 32 CIR 10 MLO MLO MLO MUD PANEL PANEL PANEL PANEL REVIEW 010, REVISIONS: (2) 3- PVC 2- PVC BY OTHERS (1) #4 CU WIRE BY OTHERS (3) 210 ALUM �P _f, L_ I These drawings are the I property of Stadight Homes and are not to be 2 GALVRODS utilized for construction, or cu copied in part or in whole without permission from the builder. 0 202.5 NOT ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS Starlight Homes PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. I ,)cP LAST REVISION 4-UNIT ELECTRICAL PANEL DIAGRAM I I r, DETAIL l% 1' = 1'-0' AT 27X34' LAYOUT = 1'-0' AT i l' X 17' LAVOUi I I I LAST SAVED BY: I I I I I P � SL I 1i/2'I tV101 J 1 I T"O I I I 1 I 1 I 1 1 2• j 1 112- I I I I I I N J r W LLI BOO 5 S00 3 PPS SL - NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED ByTHE PLUMBING INSTALLER AND MUST BE WAS IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. PLUMBING RISER DIAGRAM SHEET No, U 3' = I' AT 21X3 LAYQUr = 1--0' AT 11- X 17- LAYOUT D-5 BUILDING CODE FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MINIMUM ROOF LOADING: TOP CHORD WE LOAD: LESS THAN 4112 PITCH 2O PSF 4/12 PITCH OR GREATER 16 PSF TOP CHORD DEAD LOAD: METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TILE 15 PSF (REFER TO NOTE 1) 1. BUILDER SHALL VERIFY MATH ROOF COVERING MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATION$ SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MIMLSIM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_80 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) 60 PSF BALCONIES 100PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 231324NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/rRUSS SPACING LESS THAN 24-INCHES EXCEEDS CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRrTE W ROOF RAFTERS/TRUSSES LIVE LOAD L 1240 TOTALLOAD L/240 FLOOR JOISTS/TRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTAL LOAD L /240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH _L 1360 WIND LOADS WITH OTHER BRITTLE FINISHES _L / 240 WIND LOADS WITH FLEXIBLE FINISHES L 1180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24" O.C. LIVE LOAD L 1240: 010' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 180: 0.27E MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1360: 0.13' MAX DIFFERENTIAL DEFLECTION TOTALLOAD / 240: 0.20E MAX DIFFERENTIAL DEFLECTION ABBREVIAM A.B. ANCHOR BOLT AO AIR CONDITIONER INT. INTERIOR AFT ABOVE FINISHED FLOOR MAX. MAXIMUM A.M.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN, MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC BCDL BOTTOM CHORD DEAD LOAD MPS' MILLION POUNDS / SQUARE INCH BRG. BEARING NO, NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE t CENTER LINE O.C. ON CENTER C L CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT, PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL RED'D REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SO, FT. SQUARE FOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT, FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANSOM G T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE MDR. HEADER VERT, VERTICAL HGT. HEIGHT W/ WITH jHORIZ. HORIZONTAL WWF WELDED WIRE FABRIC I11.0. IN LIEU OF WIND CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, 761 EDITION (2020) WIND DESIGN REOUREMENTS: RISKCATEGORY II BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 niph WIND SPEED (ALLOWABLE) 108 Rph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 ft VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 P-f v • I ZONE I a = 4 FEET FROM ALL EXTERIOR ROOF SHEATHING & NAILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE4 PRESSURES (PSF) ZONES PRESSURES (PSF) 0 -19 IF .29-2 .31.7 +29.2 -39.1 20-49It? +27.9 -30.4 +27.9 -36.5 50-99 fe +26.2 -29.7 +26.2 -33.0 1D0- 199 fe +24.9 -27.3 +24.9 -30.4 200+ft1 +23.5 -26.0 T-T ■ 9'-0" GARAGE DOOR 1 +25.7 -29.1 7'-0" x 1S-0' GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES 1 +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1,67 TO CONVERT TO ULTIMATE WAND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: 2 ROOF PITCH MINIMUM EA VE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR LL SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING b O 10 i, RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE (FIELD) (EDGE/FIELD) h 4112&LESS 32/I6 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 GREATER GREATER 24/I6 7/16" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 RECOMMENDED 1 40120 19/32" RSRS413 or 6/6 6/6 0.131"x3" 4/6 6/6 40 (ALL PITCHES) RSRSO4 F 0 ALTERNATIVE (IF PERMITTED) 1 32/I6 15/32" RSRS-01 616 6/6 0.131" x 3• 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE i APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE & METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS, 2, BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVE/RIDGE' ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE = NAIL SPACING ALONG PANEL EDGES. 7. FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE PANEL FIELD. 6. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING THE SPECIFICATIONS IN ASTM F1657. 9. 0.131E X 3' SMOOTH SHANK NAILS MAYBE USED IF NOTED IN THE ROOF SHEATHING AND NAILING TABLE. 'N.P' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS: 1. BUILDER SHALL UTIUZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURERS WRITTEN SPECIFICATIONS. 'N.P' INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING. WITH A MINIMUM SPAN RATING OF 2N16, AND A MINIMUM THICKNESS OF 7/16' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH(1}ROW 0.131"x2-12" NAILS AT 3'O.C. AT EDGES, AND S" O.C. IN THE FIELD. INSTALL MIN. 2.4 SYPA2 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS" REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131"x 2-12' OR RSRS03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A153. SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2,4 SYP In, NAILED AT EACH END WITH (3)-0.131' x 3' TOE -NAILS. 4 Q � STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Sd 0.131"x2? .281' lod 0.149" x 3" 212' .131'x 3"GUN NAIL 0.131'xT .281" 1Zd&led SINKER 0.146"x3;r .31E 161 0.162" x 3]' .344' (RSRS-01)RING SHANK 0.113Ex! .281" (RSRS-03) RING SHANK 0.131"x2}' .281E (RSRS-04)RING SHANK 0.120"x3' .281E NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1967. INDEX OF DRAWINGS SHEET SHEET TITLE o `a LL 0 w ,� o !I r�� S!j a �J, S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 FOUNDATION DETAILS �1 S4 NOT USED S5 FIRST FLOOR FRAMING PLAN ••e /� S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN • coo w r • ' "o 0 sa 2c • .4 + o CO O e••+: �cj �� N LL • �( S6 MODEL SPECIFIC DETAILS SD1 GENERAL DETAILS U o SD2 GENERAL DETAILS : w 0 ^ LL SD3 GENERAL DETAILS ••• SD4 TWO STORY DETAILS itL p o SD5 TWO STORY DETAILS 7 ! 11 � N SD6 PARTY WALL DETAILS _ ° PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF I SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS a ST1 GENERAL STAIR DETAILS MASTER UPDATES 1 NUMBER I DATE I DESCRIPTION I INITIALS Iz 1 1 1 3/6/2023 1 CREATED 4-UNIT BUILDING TYPE W PER TYTH-BLDG 2 (BFS) IDP I.. M. N Ow v m t N v C 2 b O F 7 � � N J � LU m O U = IL Z - J X}z - F h a W 0 U) • S STR- DP a Oc cHeac: TN 0 w A08 No. STAR-17145 r SGLE: AS INDICATED Wla 0711sm, 1 S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95%OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 20DO PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MM REOD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL INCHES) GRADE 40 GRADE W BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'B' 'C' -D' 'A' 'B' I 'C I 'D' MASONRY 'D- CONCRETE #3 2-1/4' 4.12' 6 15' 2-1/4- 4-12' 6- 1 1S 18' #d 3' 6 6 20' 3' 6 6 ZO' 24' #5 33/4' 7-10 6 25' 33I4' 7-12' 6 21 30' #6 4-12' 9' 6 30' 4-12' 9' 6 40" 36- #7 5-1/4- 10.12' T 41' 5-1/4- 10-12' T 53, S3' #3 = 2 )i- U t)LA #4=2)2' AS=214 #6=3' #7=3)4' 9• q. LAP SPLICE STANDARD W HOOK BrMOAIO18VHOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 6 PLUS OR MINUS 1'. AND HAVE 2 TO4%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF Os& 2. WELDED W RE FABRIC SHALL CONFORM TO ASTM A485 FOR 6.&W1.4.M.4 WWJF SHALL BE LAPPED AT LEAST 6 & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6.FIBERMIX OF EQUAL SPECIFICATIONS MAYBE USED IN LIEU OF 1AMF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AC1318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,-ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE NTH A STANDARD 9"EGREE HOOK AT THE CORNER, REFER TO TABLE MDOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 13 OF THE SLAB. MASONRY WALL CONSTRUCTION 1, HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH IT.) OF 20DO PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM-C476. COARSE GROUTSHALL BE UTILIZEDYNTH A MAXIMUM AGGREGATE SIZE OF 3M34NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE. S SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP AND BOTTOM AND MAXIMUM V-O' U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER N MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION, 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS ON-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO+ /2' 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2X P.T. ATTACHED TO CMU N MIN. OA 31 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1-114' EMBEDMENT OR 1M' TAPCON N MIN. 1-12' EMBEDMENT D 16 O.C. MEASURED VERTICALLY AND 4' FROM ENDS. ZX FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR NI MAX 24.O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION (NOS) 2. LUMBER DENOTED AS SPF#20R SPF#I1#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1No.7 BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 7 BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED'No. 7 OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5, ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#1N2 OR SYP#2 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS. NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4_ 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO V DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED NTH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACO-D, CBA-A OR CA-8 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT NTH EARTH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE NTH THE LATEST EDITION OF THE AVYPA Ut STANDARD. 13. UNTREATED WOOD SHALL NOT BE N DIRECT CONTACT NTH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16 O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NGNAEARING WALLS. FRAME STUDS G 2C O.C. N SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS NTH SIMPSON DTC CLIP OR 2x4 SYP No. 2 BLOCKING WITH (2H 0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REG. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. S. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.CJBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REG. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 314' PLYWOOD MIN. OR 233T OSS MIN. APA (4S24) RATED SHEATHING OR STRUCTURAL 1, NTH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131' x 3', 0.131' x T RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4' ON EDGES AND 171N FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL)AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS I BEAMS I STUD COMB. NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPS] E=2.0 MPSI E=1.5 MPSI FSY=2100 PSI FB=2650 FB=3000 FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=1500 FCII=1.700 PSI FC 11=300D FC 11=3000 FC I=2100 FC_=450 FC_=900 FC_=450 FV=285 FV=285 FV=150 CEILING CONSTRUCTION 1. USE 12' CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O 2.5/8' TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG N CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME. TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 124NCH (12.7MM)GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWNG GUIDELINES. 1. WOOD TREATED NTH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED NTH ACQC OR ACO-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED NTH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES NTH A LICENSED ENGINEER'S SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING ASPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS, C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN/SYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTILIZING THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4, THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOVING SIZE SHAPE AND LAYOUT. 5. JOBSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SBCA BUILDING COMPONENT SAFETY INFORMATION (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS NTH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY BE DISREGARDED. 8. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGNISYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. ZX4 SYP #2 BLOCKING: A.WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAILBLOCKINGTO TRUSS TOP CHORD W/ (2)-ROWS 0.131-X 3- NAILS AT 12- O.C. STAGGERED 6% BEGINNING 4' FROM EA END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS N (3).0.131' x 3' TOENAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING N IS)- 0.131' x 3' TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 2.4 SYP 92 AT ANGLE APPROX. 45• FROM VERT. TO EA. TRUSS MEMBERW(3)-0.131' X 3- NAILS. SPACE-X- BRACING ALONG TRUSS SPAN 01Q-0-MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 20'-0' MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2.4 SPF 02 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX NIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH N (3)- G131- X 3- NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24-) PLUS 6- MIN PAST BOTTOM CHORD. 12, INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCS1433. ('T BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 13. AT RAISED HEEL TRUSSES, 2x4 SYP 02 (MIN.) AT TOP AND BOTTOM OF HEEL N (2) 0.131' x 3' TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12' TALL 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP N (2) 0.131' x X NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-B3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAYAPPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED NOUT WRITTEN APPROVAL FROM MCD. 16. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE AC UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL T001 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED NTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UN OBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT TRUSS/PLAN ORIENTATION NOT LESS THAN 30' HIGH AND 22' WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEPAND Nr DIFFERS THAN INDICATED IN WDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION FOR ADDITIONAL REQUIRED 2 INFORMATIONION NNOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN. GENERAL NOTE: INSTALLATION ANDIO REQUIREMENTS OF THEAIRHANDLER 2x4l2SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN SMALL BE PROVIDED 2 / YBAS PA BY MECHANICAL (2) ST AC CONTRACTOR OR BY LOCATION. MIN (3) BAY LAP W/(2)0'162x y, / i3 OTHERS, NOT BY MCD 3-12' NAILS TO EACH TRUSS, TYP EACH SIDE / STANDARD TRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4'=1'ir FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4' 0 HOLE MIN. 6 DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR Ea. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 3G' MIN. LAP SPLICE, HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). THE CONTRACTOR MAY SUBSTITUTE ANY PUN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X77S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS IL02x17S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTIMION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMrrrED JOLT -irr ALL THREAD ROD./ 2". 7' SO. WASHER DRILL & EPDXY col SIMPSON SET-XP EPDXY NTH MIN. T EMBEDMENT. -IrrkT SIMPSON TITEN HD THREADED ANCHORS N LBPI2 WASHER MAYBE USED ILO 12' JAOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOR BED JOINTS 12'-l', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. RED D) FOR HEAD JOINTS GREATER THAN 314', GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1. (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL NIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REO'D TO BE EPDXIED INTO TIE BEAMIFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1)#5 VERT. REINF. IN EA CELL, CONT. PER PLAN. 7, OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <12'. NO FIX IS REO'D POUR TIESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM •17-1-tA3', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-10T. CONTACT FOR FOR REPAIRS, STRUCTURAL STEEL 1. MATERIAL SPECS: WOE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KSI TUBE STEEL (HSS): ASTM A500, GRADE 8, FY = 42 KSI PIPE STEEL ASTM A53, GRADE B. FY = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT CONDITION AS DEFINED IN AISC 360. BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 BOLTS SMALLER THAN SIB' DIA.: A307 ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WTH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THATAN AC UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLIER SHALL DESIGN TRUSS TOP CHORDS AND/OR BOTTOM CHORDS TO SUPPORT A MIN. 2 751b POINT LOAD EACH TRUSS AT THE AC LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS STANDARD TRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.M.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 #2 SYP CROSS BRACING (AT 45') N (3) OA 48' x SAW NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REOO FOR LEVEL WORKING SURFACE },1L""�illi�l ,K�(�1 fj o•••s•so \/ q 1 1 ✓ 0 • CV 0 -.X%• w / 2 U O Q D 0 i O O W 0 a;J1# 4• �',: W o • rw• 4-,{y a N �N a 's V Z • (� v\ •� Y z2a Q w � � W w t0 # 4 w F T S Z_ C O 7 _.0 0 3 C J F a y�0 O Ll Q 2 II - 2 G Z 0 W 10 w x X 0 F - I U J X Z a LU W LU J O o it N a • O - 61RUCTURK ENG: TH � sreucr: DP � a a16cx: TII Q w JOB No. STAR-17145 r SGLLE: AS INDICATED S1.1 Cn N 0 N Q J COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 9 WSVIANG DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT FOUNDATION NOTES: I. PROyIDEMIN.BMIL.APPROVEDVAPORBARRIER.ALL NMMMLAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. 6" AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION RSDII2.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE 1I2 THICK MO PSI CONC. SLAB W 6x61W1.4z 4WELDED WARE RECESS DETAIL INSWING DOORS WITH NO COVER FABRIC (WWF), PLACED IN MIDDLE TO UPPER 10 OF SLAB DEPTH OVER 6 REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3, CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWNG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REDD & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NO COVER REQUIRE A RECESS ` i 4. EXTERIOR SLABS SHALL SLOPE IM PER FOOT AWAY FROM ROUSaaE.j 4■I1 l l 1 f 5. CONTROL JOINTS (IF SHOWN) ARE NOT READ BY CODE SUTA 191QGE5TED (ESPECIALLY WI EN USING FIBER REINF. CONC.) . bbIIA�TSTO BE SAW CUTADEPTHOFWOFTHETXICKNESSOFTHESL/� CUTWA�."yEp JOINT MATERIAL OR USE ALTERNATE APPROVED M`�D. S. MECHANIC AL EQUIP. LOCATIONS WILL BE A' ���L�9�'yIIMEQ$ COMMUNITY&COUNTYCODES. ••• 7. FOUNDATIONS AND SUPPORTS MR OUT OtIy- •• SYSTEMS SHALL BE RAISED AT LEAST 3' NIS G AND SHALL ALSO CONFORM TO THE MANutwvl VnN'91�T�Ap INSTRUCTIONS. '� V • r^v v77J 8. NO WOOD STAKES PERMITTED IN FOUNDAM .� 9. PE DINGCONDITIONS. IQt+&yPPE SHEET SEEM ETS3 FORADDITIONAL INPoR M0�1N.GOGC TO WES Q LOCATIONS IF REQUIRED �,✓ ,.r- •� (� 0 _ ' 10. 8EE DETAIL TABLE MDOB ON SI A FOR R %NR/d1p SPLICE. SEE On MM AND MF100N S3 D N i DOWN AND CORNER INFORMATION. • k 100 ✓ •• 11. ANVLEVATEEOUIPNENTAMINOF1 APPLIANCESHAW N UIR• L ELEVATED �••• CONSTRUC OR WOO. EITHER MASONRY OR WOOD CONSTRUCTION EITHER ION Z 12. ASSUMED ALLOWABLE SOIL BEARING PRESSURE ABR MP TION: O PSF(SEE SOILS REPORT AND SPECIFICATIONS FOR C01.}gT� REQUIREMENTS), IF SOIL CONDITIONS IN THE PROJECT DO�jpR, EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CO�T►GTff� ° d ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF PoUNDA71ON ❑❑❑❑- DESIGN. 50ILTOMMEEOFORGA CIO MR4 MOCOHES WILE, 100 COMPACTED IN 12- LIFTS TO AT LEAST W%OF MAX DRY DENST M DETERMINED BY ASTM - D1M7 (MODIFIED PROCTOR). THE FOUNDATION SRES INDICATED ON THE F NDATION PLAN HAS BEEN i DESIGNED FOR A MINIMUM SOIL BEARING CMACITYOF 2000 PSF. 13. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE O REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART i FOR REQUIRED REINFORCEMENT AND FOODNGSQES PENDING DEPTH OF O STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEWAND w PROVIDE 5 14. IF STEM WALL IS REQUIRED TOE CONSTRUCTEDTALLER THAN THE a HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE STOP- ¢ CONTACT E.O.R. PRIOR TO CONSTRUCTION 2 15. ALL PoUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING p SCHEDULE SHALL BE INSTALLEDMERETHEDEPTHOFTHE - FOOTING WILL BE ME,ISURE FRGM THE LOYYEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION i PAD IMY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUMPoUNDATIONDIMENSIONSANDREINFORCEMENT w REQUIREMENTS DIRE MET. 16. FIELD TO VERIFY ALL GAS LINE AND MUMMNG LOCATIONS PRIOR TO O POURING SLAB, ^J^ � LL ���QQj O Z Z O Z� J� Z UMZ 0 <LL W 0 �-0 � x LL O d M - do .� Cm t # � TM C Z W � C M O U X LU J - S Q Z =ao 0 - � t- w W o wya aivf= • T y � p STRUCTURAL ENO' TH '6 DRAFT - OP a OC CHECK: TH o W JOB No. STAR-17145 H i BCALE: AS INDICATED r w � DATE: 07/16-23 FOUNDATION PLAN o S2 V4,,_1,-0" 1 S COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 79'S" 19'.10' (2-STORY FTG) I 20'-0" (2-STORY FTG) I 20'40- (2-STORY FTG) ' 19-10' (2-STORY FTG) 312 1O"T 9'S 12 512 101-0" 9-612' 51/I 91S,2 10"T 9'S 12 10147 312 F f AO PAD F S AO PAD FDB F06 53 08 FOB a O r 2.8 I- LL 3 a I Y , F F A/C PAD 3 § I < r. n @ F06 3 AO PAD FOB S3 3 - FOB 53 § i� I`+ F11 r Mf MF2I S3 53I 1II�IIIIIIS m .../« ...E'_�".Dr... 2.6 II�IIiI 1 7'-93/P 3.5 3-1' _ 4 15'.11314" 3'-IOIW 16'-13/4" T-10114" 3-101/4- 16'-134 ' ii I- 5'-101/4" T-1" S7'-9�L 3- 3-101/' 3�'r1423"N5 FBI. FUR. 3-12 THICK CONC. SLABW/WELDEDWRE FABRIC OR FIBER MESH I 3 I I0 3-1 SLASIB THICKCONIC W MH EL1D.•. AS NDICATED N FONOTES ANDICTED FOUNDATION N NOUNDATION TES 62 0'-0' FIN FLR. 0-0"F�J�FLRCJ �7 THICK CONC. 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CLEARANCE BETWEEN (3) Its PARALLEL T0IT BARS&3"MIN COVER TO EDGE OF CONC. SIDE O.C. 24k24N 17 dp w/NS EQUALLY SPACED EA. O WAY MIN. 7 HMO CLEARANCE BETWEEN MIN (3)05 E.W. BARS&3"MIN COVER TO EDGE OF CONIC. EQUALLYSPACEDEA. Q2B"128NITdpw/RS 3 WAY MIN.TNORIZ.CLEARMCE BETWEEN MIN(4)If 5 E.W. BARS & 7 MIN. COVER TO EDGE OF CONIC. 30"132111" dp w/ &5'4 EQUALLY SPACED EA. 2.5 WAY MIN. Z'HORIZ. CLEARANCE BETWEEN MIN (4)#5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 37137117 tlp w/ 1051 EQUALLY SPACED EA. 2.6 WAYMIN.7 HORQ.CLEARANCEBEIWEEN MIN (5)95 E.W. BARS & 7 MIN. COVER TO EDGE CIF OONC 38t38'117 tlp w/W EWALLYSPACEDEA O WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (5) t 5 E W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42'k4Z5117 tlp w/NSA EQUALLYSPACED EA 3.5 WAYMIN.T HORIZ.CLEARANCEBETWEEN MIN(6)N5EW. BARS & T MIN. COVER TO EDGE IOFCONC. 42N,129116" tlp w/#61 EQUALLY SPACED EA. WAY MIN 2"HORQ. CLEARANCE BETWEEN MIN (6)05 E.W. BARS &3 MIN COVER TO EDGE OFCONC. 08'148112'tlp w/ A5'B EQUALLY SPACED EA. O WAYMIN 7HORIL. CLEARANCEBETWEEN MIN(T)R S E.W. BARS&7MIN, COVER TO EDGE ON OFCC. 4 48N I dp.1$6, EQUALLY SPACED EA. O WAY MIN. T HOR Q. CLEARANCE BETWEEN MIN (7)B S E.W. BARS & T MIN. COVER TO EDGE OF CONC. 48'k4 2C tlp w/116A EQUALLY SPACED EA, 4B WAY MIN. T HORIZ. CLEARANCE BETWEEN MIN (8) B 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. ST157117 dP*1# * EQUALLY SPACED EA. 4.3 WAV MIN. THORQ. CLEARANCE BETWEEN MIN (7)35 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. 54'N54'116' dp W1061 EQUALLY SPACED EA 4.5 WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (8)&5EW. BARS &3'MIN. COVER TO EDGE OF CONK. 54N14N24" dp MIS, EQUALLY SPACED EA, ® WAY MIN. Z' HORIZCLEARANCE BETWEEN MIN(9)NSE.W. BARS &T MIN COVER TO EDGE OF CONO 60'16 16'tlp 1M 1 EQUALLY SPACED EA 5 WAYMIN.2'NIORR. CLEARANCE BETWEEN MIN (9)i S E.W. BARS 17 MIN. COVER TO EDGE OF CONIC. 8611E6'Y1W dp wMSB EQUALLY SPACED EA 5.5 WAV MIN. 7 HORQ. CLEARANCE BETWEEN MIN (10)85E.W. 2x BEARING WALL PER enI anon — 2z BEARING WALL PER ^' ^"'^ •"^" IF BEARING WALL HOLD.NG WALL-1 —i cn - 2x BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE. WALL SO BASEBOARD IS BEARING / FOOTER PLAN AND BEARING SEE DETAIL W2z P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING FIO/SD4 SEE DETAIL WF10/SD4 BACK SO BASEBOARD WALL SCHEDULE _ TI FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON & P.T. BOTTOM PLATE &ATTACHMENTS PER NON -BEARING WALL T EMBEDMENT BELOW MIN S' FOUNDATION BELOW Z &ATTACHMENTS PER PLAN �11` CURBIS RACTOERTHAN FOUNDATION BELOW LOWEST STEP OF (MAX 7) 7 2x BR G WALL PER 2X P.T. BASE PLATE PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL 8', CONTRACTOR TO ADD (MAX 7) CURB MAX 1 PLAN AND BEARING CLEAN COMPACTED SEALANTflNSULATION BUILDER TO PROVIDE SILL 1 WALL SCHEDULE FILL @ 95%STANDARD u SEALANT#NSULATION (1) #5 CONT. BAR SEALANTANSULATION BUILDER TO CON, SLAB PER COVER CONT. W/1-12' w� DENSITY CENTERED VATHIN CURB 7 COVER TVP. rc CONC. SLAB PER CONCRETE SLAB PER OFF SET BOTTOM w_ WI MIN PRROOVI E SILL MAX FOUNDATION PLAN 2z P.T. BASE PLATE FOUNDATION PLAa FOUNDATION PLAN PLATE CONCRETE S FOUNDA ION PLANFER NT/INSULATI CONCRETE SLAB PER > - PER I 1? > OFF SET BOTTOM S m FOUNDATION PLAN FOUNDATION PLAN .... ..k.1f 'm VARIES NI PLA t. GRADE BEE PLAN TE > — 1 I � °' m 1-E I �. GRADE b ` i N _ �� � 'I— 1=1 ( I( '1I- _ � _• �� • '•�� I.' t m LI a Ir if I I' L. I II l' 111 1 II lid ;li (2) #5 CONT. REBAR ON FILLA@ 95% STANDARD - ;� w , • i �� B" 6 IF 'II 12) OBARSCONT. VYI • 6' 18' 4" I 3" COVER TYP.(,� O CHAIRS W/MIN.3' 1 I_I CLEAN COMPACTED-�:-11' DENSITY C/� COVER S" 1'-0' FILL@95%STANDARD (1)05 BAR CONT. - �• �a DENSITY Q) #5 CONT. REBAR ON it I , I I _ I I CLEAN COMPACTED W/ 3* COVER TYP. Z CHAIRS W% MIN.3' (2) #5 BARS CONT. VW ' ._yj/ • z • Lv FILL @ 95% STANDARD 3' COVER TYP.•>�l • .. ,, 11 O O • Z �� p COVER g• 1•-0• CLEAN COMPACTED (2) #5 BARS CONT. WN •' W <? Q • Q Z O PENDING SITE DENSITY FILL @ 95%STANDARD 3' COVER TYP. CLEAN COMPACTED •' , , O `A • O p U _+ PENDING SITE DENSITY FILL +!• Z Z r^ Y Yam( CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG v J DETAIL MF20 FOR SHALL BE 1'<' WIDE W/(3) #5 BARS CONDITIONS. SEE W4{ERE 2ND STORY OCCURS, FTG DENSITY WHERE 2N0 6TORV OC O 0 DEEP MONO DETAIL MF20 FOR WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG • Z DEEP MONO SHALL BE 1'<" WIDE W/(3)#5 BARS SHALL BE 1'S" W10E W/(3) #5 BARS SHALL BE 1'-e" WIDE W/(31 #5 BARS SHALL BE 1'A' WIDE W/ B • O •• (� +� O J F01 TYPICAL EXTERIOR FOOTING F�02 TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN u1F0� DOUBLE STEP FOOTING F0 BEARING SLAB STEP DOWN (IL1F06 FOOTING AT INTERIOR BEAR�S•e� y •�0��`(`�```�1 3/4"=1'-0" 3/4'=1'-0' 3/4-=1'-0' 3/4'=1'V 3/4•=V-o` T' 3I4'=1'-or NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REO'D VERIFY W/ DETAILS FOR REQ'D CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO STEEL AT2 STORY LOCATIONS STEEL AT STORY FOR EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH SEE FRAMING PLAN DEEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. 6-12' FOR MORE MIN. 24' BEFORE CONTRACTOR TO - -- - -- •T INFORMATION ANOTHER STEP �'� VERIFY WITH DOOR i3 SEE FRAMING PLAN CONC. SLAB PER w y O �- MANUF. FOR AND PARTY WALL GARAGE Sk17 THICKENED F REQUIRED RECESS SLOPE : DETAILS FOR MORE FOUNDATION PLAN SLAB V# (1) 95 CONT. b I ' �' INFORMATION I q• MIN W/ T COVER TVP. z y #5 Co_ CONCRETE SLAB PER rc i t w �a: I 1 - . REINFORCEMENT SEE THRSPECIF SPECIFICATIONS FOUNDATION PLAN GRADE j - r ' e�� FOUNDATION PLAN THRESHOLD PER FOR QUANTITY SPECIFACTURERMANUS TOP VIEW (ED CORNER GARAGE WALL FICATIONS It 95 x 25'x 25'CORNER _ CONC. SLAB PER BEYOND w BAR, ONE FOR EA FOUNDATION PLAN ,�,�T`' VERIFY PLAN DETAILS _ HORIZONTAL T, ._ PROVIDE 3/4' MIN. B B �J i {• CONC. SLAB PER SLOPED RECESS AT w r I'- w p r _ : FOR REQUIRED #5 q .� REBAR, TYP. U.N.O. FOUNDATION PLAN 4 i� ( III i I II GARAGE DOOR 1 h CONT. BARS. MAINTAIN l°� - -"d r I �- - f . 13' COVER TYP. "d II "- DRIVEWAY BY BUILDER ^7 r...'�, 1 - ��� �.� _ GAR CONCRETE OR PAVERS .._ { I ( I (:. (I .....-.(. ....I' e, y .. -' SLOPE -1S MIN :1S MIN. - FIN. FLR. . I i SLOPE VERIFY PLAN DETAILS `' 1' .-1 i- BEND EACH CONT. NS- FOR REQUIRED #5 PER MFG _ _ SLOPE EXT. SURFACE CONT. BARS. MAINTAIN BAR AT STEP DOWN, OR GRADE 1Ai PER - \ - ('_I Z CLEAN COMPACTED OR INSTALL iS HOOK c 1 i FILL 95%STANDARD 3' COVER TVP. BARS FOR EACH CONT. FOOT AWAY FROM CLEAN COMPACTED (3) i5 CONT. REBAR @ BUILDING (2) MS CONT. 8AR. LAP REBAR PER ON CHAIRS W/MIN. -i: „�.._. ... m MIN.#4 TOP DENSITY TABLE MD08 ON 81.1 FILL DENSITY STANDARD 3' COVER 1'<' REQUIRED PER APA 12" FIBER EXPANSION Wl3' COVER TYP. 4 "-=-y @ AS REQUIRED DENSITY PORTAL FRAME SPECS n THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL AF116,i TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING t THICKENED EDGE @ GARAGE DOOR 3/4'=1'-0' 3/4'-To. 3/4"=V4r 3w=v.(r 3/4'=V-D' 3/4-=v-(r 2' SCH. 40 STEEL PIPE IF MASONRY WALL OR (2) #5 x 4'{7' BARS 1' TYP ALL REINFORCEMENTS CENTERED AT PIPE PVC OR SCH40 SLEEVE FILLED WN 2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR TO PENETRATION Z CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12' CLEAR TO TO BE MIN. 3FT TALL 1 12" MAX. 1 10 MAX. STEEL TO BOTTOM ANY FACE EXPOSED TO E70X 1/4 ROW OF STEEL. WEATHER a SEE FRAMING PLAN B"CMU- _;. • •_ CONC. SLAB PER { AND PARTY WALL FINISH PER ELEV. ' I-1 I -I -� 1 IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PLAN F CONIC. SLAB PER 1. (4)1/4' z 31 M' FOUNDATION PLAN 8" C.M.U. FINISH PER —II I STEEL B'THICKTE SUP-RSTUD (21 CONTRACTOR WADD INFORMATION FINISH FLOOR ELE7/. STEEL BASE PLATE 2 #5 ' I' ( I FASTENERS W/ MIN. (I CONT. BARS W/MIN. IF FOOTING IS TALLER FINISH FLOOR o t II : 1-10 EMBEDMENT 7COVER '' THAN3 ADD- A`5 PENETRATING ..-, (REFER TO INTO CONCRETE m a S OF PIPE. MAX 4" i FOUNDATION PLAN SECTION AA w � I BARS AT 1/4 POINT ° • RAGE - PENETRATING PIPE I _ I I I J CONCRETE SLAB PER K W #5 BARS @ TOP FOOTING DEPTH RC DATI FOUNDATION PLAN j g WHEN MONO DEPTH _ . - '" - -.. � •.. ,,. '. MAX. FOUNDATION 2SCH. 40 STEEL PIPE (il __I � a '-' #5 LOOP TIE (TYP.) ' INFORMATION FILLED W/2500 PSI - - SIZE & REINF. 114' DEPTH EXCEEO 2S THESE i CONCRETE. BOLLARD E70X BARB ARE NOT REO D PVC SLEEVE MAX b� REFERTO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL `:- I' GRADE so S DIAMETER .-1 I J,. FOUNDATION PLAN - - : #3 STIRRUPS 4S ) FOOTING PER PLAN FOR CONT. -. 5'YSzW THICKA36 -_L O.C. WHEN MONO i - CONTACT FOR FOR ADDITIONAL REVIEW FOUNDATION '•� / I f - DEPTH EXCEEDS 2S f u+ - STEEL BASE PLATE i FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS m = ,�- i CLEAN COMPACTED INFORMATION ) IF DEPTH < 26" THESE - l FILL @95%STANDARD (4)1/4"z31/4" = _ BARS ARE NOT READ tI' (SIDE VIEW) DENSITY FOOTING PER PLAN SUP-RSTUD - PVC SLEEVE -- CONCRETE SLAB PER FASTENERS W/ MIN. i Ii i (2) #5 BARS CONT WI J CLEAN COMPACTED (FRONT VIEW) MAXIS"aA �. (. ( O' II I'I I PLAN 2-1/4'EMBEDMENT 11 1-0, 3'COVER TVP DENFILLSITY INTO ' INTO CONCRETE CLEAN COMPACTED IF FOOTING IS TALLER THAN A4r FILL @ 95% STANDARD (3) #5 CONT. REBAR ON FOOTING IS REQUIRED TO BE T-T WADE DENSITY CHAIRS W/ MIN.3' COVER W/(4) #5 CONT. BARS W/ 3" COVER F1 TYPICAL FOUNDATION PENETRATIONS `I' 1—I i_ I i-' 1 ` F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING 3/4"=1'40' PIPE PARALLEL TO FND 3w = r-0' 3/4' = 1*4r 3M•=ro' ALL REINFORCEMENTS HALL SEE FRAMING PLAN & MAINTAIN 3• CLEAR TO GRADE AND 1-17 CLEAR TO PARTY WALL DETAILS ANY FACE EXPOSED TO SEE FRAMING PLAN & FOR MORE WEATHER PARTY WALL DETAILS INFORMATION (2) #5 BARS @ TOP FOR MORE �' 7 12" WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL MAX. EXCEEDS 28". NOT S', CONTRACTOR TO ADD SHEATHING PER PLAN. RE09. IF LESS THAN z > EXTERIOR WALL. (2) #5 CONT. BARS W/ MIN. SEE DETAIL WF1O/SD4 26' DEEP O SHEATHI O NG PER PLAN. 2" COVER FOR MORE INFORMATION (1) #5 BARS @ NOSING -� SEE DETAIL WF105Ds - 1 a H a BUILDER TO CONC. SLAB PER CORD. SLAB PER FOR MORE INFORMATION w_ - - l 15 CONTINUOUS REBAR 1 PROVIDE SILL FOUNDATION PLAN FOUNDATION PLAN AT NOSE, MAINTAIN MIN. ' SEALANTANSUTATION BUILDER TO 3' CONCRETE COVER Z� CONCRETE SLAB PER PROVIDE SILL CONCRETE SLAB PER . _ 71' MI w a SEALANTANSULATION FOUNDATION PLANNIP VARIES, FOUNDATION PLAN 73/4" MAX. I' GRADE 1 - O C VMEN MONO .1 I- F j. GRADE DEPTH EXEEDS 28' -1 , -(II � -�I•..: z OIF DEC THAN 26*, SLESS TIRRUPS I _ 1- � Ij- I - i . •. h ' i ARE NOT READ i§ I= - 0° 1-i I (( I (3) 05 BARE CONT. 1, I:: 16" CLEAN COMPACTED'' I '-' - 1_ (3)i5CONT. REBAR �I, I (3)05 CONT.REBAR W/3"COVER TVP. J 2T (3) K5 BARS CONT. @ ON CHAIRS W/MIN. I I t I- CLEAN COMPACTED CLEAN COMPACTED @ TEP SECTION W!3' 3' COVER - ON CHAIRS W/MIN. I -� CLEAN COMPACTED FILL 95%STANDARD FILL 95%STANDARD II 4E'NSITV COVER TYP.1'0� FILL@85%STANDARD 3* COVER 1'6' FILL@95%STANDARD @ DENSITY DENSITY ^ DENSITY ^ NOT USED F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING F3 EXTERIOR PARTY WALL FOOTINGGF FOUNDATION GARAGE STEP-DOWN 3/4'=1'd' 3/4'=1'4" 3/4"=1'(r 3/4"=1,T COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F _j Z -8 i0 Wta xF !p Z i< Z Z 8 F 0 F OZ JIF Z �_j O ~ F3 _b '>w O O ll77� . tNw-N w 'w FM I Z + 0 i O z � C O c � o J F (q UJI m 0 8 =<Z -t--a3 w o F- }0 aw X J Z aLU0 o o� as}N} H yvF � smucr: DP rc OC CHECK: TH w JOB No STAR-17146 Z SCALE: AS INDICATED w DATE: 07/162 of S3 SHEAR WALL SCHEDULE STANDARD 1ST FLOOR FRAMING $HEAR WALL SHEATHING PANEL rvwLiN 11 rn�� BF r,.,.,.,NG - um—I.n n-1.11 NOTES: TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 121SIMPSON 5R'THREADED 12'J$OLT TITEN HD ROD ESWS' Sd 6' O.C. 12- O.C. (2)ROWS 3' O.C. 3' O.C. MIN. 2, STUD 24" 37 32' 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR _ COMMON WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ESW4 PER DETAIL 47O.C. 17 O.C. (2)-ROWS 3' O.C. (0.131" x 3' O.C. MIN. 2x STUD PER DETAIL 18" 21' 21' ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON ESW3 WF70/SD4 2.5') 3" O.C. 17 O.C. (2)-ROWS 3' O.C. 3" O.C. MIN. (2}2x OR Ix STUD WF1aSDd 17 18' 18' NOTES & CONNECTOR LEGEND SHEET ESW2 2'O.C. 170.C. (2)-ROWS 3'O.C. TO.C. MIN.(2)-2X OR 4. STUD NOT ALLOWED 12* 12' 2. AT ALL WINDOW/ DOOR OPENINGS 0 I ST FLOOR, CONTRACTOR ISW7 10 GYPSUM 5d COOLER- 7' O.G. 7' O.C. T O.C. T O.C. MIN. Zx STUD MIN. 21 BLOCKING 24' 37 37 TO FOLLOW DETAIL WF09/SD2 ISWS Sd 6' O.C. 12' O.C. 4' O.C. 4' O.C. MIN. 2x STUD 20 32' 37 7/16' STRUCTURAL COMMON 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW W509/SD4 (A -A) ISW4 q• O.C. 17 O.C. 4' O.C. 1HEEATHING OR (0.131'x 4' O.C. MIN. 2x STUD PER DETAIL WF70/SD4 18" 24" 21" U.N.O. Ism 3'O.C. 170.C. 4'O.C. 15rJ7 SHEATHING 2.5') 4'O.C. MIN.(2}2x OR4x STUD 17 1fi' 12: ISW`2 4- O.C. 4' O.C. MIN. (2)-N OR 4X STUD NOT ALLOWED 12' 17 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLD PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESVx6. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING -Sd COOLER NAIL SHALL BE MIN. 0.0B6'X1-543' LONG & ISOW HEAD. No. 6 TYPE NW DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL PER PLAN DETAIL W FIG/SD4 AT ALL LOCATIONS AS REQUIRED. REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING 1'I REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING AT 1ST LEVEL SHEAR WALL ONLY. NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A PI WHEN (2)2.- STUD ARE USED, ATTACH STUDS TOGETHER PER WFOS/ S02 STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 0SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3/4'=7'4T I I i I I 2xd SYP e2 FXTFRIOR FRAMFIWAI1 STUDS 0 —0 C MAX i 1 I 1 ESWJ I ESWS I ESWB I ESWJ 1 1 1 1 I 7 F SD4 APPLY TO ENTIRE •A• SDO REAR WALL OF D01 D END UNIT 19 E I ......-... 7 F SD4 D ....... 2 SD4 F 7 1 SDO 1 D 7 7 D 1 APPLY TO ENTIRE 1 ...-_..._-.. ........ SD4 F 7 I E 13 7 D 1 REAR WALL OF S ...................__"__ 19 E 19 13 E ' D 2 % I ! END UNIT p Rmi H4z10 H4x12 +� m +� D 7 D 7 13 E H4x10 Rm1 __.___. _. ___ +� � H4x12 1 E 19 D R. H4x70 D D H4x10 Ym D 12 19 it 13 E F 13 11 i Hbxi2 'i i i 7 D 7 13 E 7 13 E I E 19 H4x12 l E 13 7 E 13 7 I 11 13 F E 13 11 19 i2 E I 1 FJ3 I I FJ3 I WA I I FJ3 FJ3 B2z8 LANDING I 82118 LANDING BEAM E @ V10 BEAM -- -- D NOTE: DOWNSET D HEADER AT I 82xe LANDING BEAM 1 F --:--- NOTE. DOWNSET I B2c8 LANDING DOOR LOCATION -- T -. HEADER AT I BEAM I NOTE: DOWNSET D NOTE' ATTACH BEAM TO E E DOOR LOCATION I _-.Fag D NOTE: DOWNSET MIN 3-PLV BUILT UP I HEADER AT NOTE: ATTACH BEAM TO HEADER AT COLUMN BETWEEN x DOOR LOCATION -)�- MIN. 3-PLY BUILT UP - - \ DOOR LOCATION 1j DOUBLE TOP PLATE & = NOTE: ATTACH BEAM TO E = COLUMN BETWEEN _ E NOTE: ATTACH BEAM TO O FJS HEADER USING MUC46 I MIN. 3PLV BUILT UP I I DOUBLE TOP PLATE & I I MIN. 3-PLY BUILT UP N D E COLUMN BETWEEN x I E "; " D HEADER USING MUC46 I x COLUMN BETWEEN I _„ `� DOUBLE TOP PLATE & DOUBLE TOP PLATE 8 .._... .. B2xt2 LANDING ._ I HEADER USING HUC46 D t E I " LANDING ....... I.,. I E D HEADER USING HUC46 FJ5 h E 11 BEAM BEAM F .. T BWI I 82x12 E C�. �.. 1 I BW1 - ::: :..-... 1 - I :..::: a "--• ZI LANDING -. - BW7� LANDING S6 w W2 11 E i FJS BEAM I 11 E rc BWI J l T `': D I 0 E PLATE HEIGHT AT BOTTOM 1 1 „' 0 ? �,••- I I _ I -mm I t D r D OF FLOOR SHEATHING - "' LL PLATE HEIGHT AT BOTTOM a ,_. FJ1 I . _ FJ1 "-- a OF FLOOR SHEATHING y --- - - I E ' I I. LL I 1 FJ1 ., 1 1 .... FJ1 E E FJ3 FJ3 11 E WD 17 E E I FJ3 I I E E 11 FJ3 BW2 C D D BW2 APPLY TO ENTIRE 1 I FRONT WALL OF HZxt2 END UNIT M2x6 ( D I H216 MbA I D E 11 FJ4 BW1 ESWJ I HZx6 H2x8 1 gyyl FJ4 1 '� H2xe APPLY TO ENTIRE H2t12 FRONT WALL OF D5 SDS FJ4 I =__ _, I E 12 7 FJ4 -. _= END UNIT Y H4x12 '� D I FJ4 BWI 1 Y Y Y I ESWJ BW2 FJ4 _ m -- -- --- Rm1 H3.5x9.25 - I FA L H3.5x9.25 Rmt H4x12 FJ4 DS DS D i1 D 2 D J0 _ J0 H-12 A 17S 3M'(EXTENT OF PORTAL 1813 E WALL FRAMING - SEE DETAIL) I --- - H4x12 Rm1 --- _- H3.Sx9.25 I D I _ __- --'� M3.Sz9.25 Rm1 1753W(EXTENT OFPORTAL 5® ESWA I 17-212' (EXTENT OF PORTAL 7 12 E I 17-212' (EXTENT OF PORTAL I E 13 19 WALL FRAMING -SEE DETAIL) WALL FRAMING - SEE DETAIL) 1 WALL FRAMING -SEE DETAIL) I ESW3Q D I I 2x4 SYP 82 EXTERIOR FRAMEWALLSTUDS � 12" O.C. MAX p EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH o r WALL HEIGHT INTERIOR ZONE END ZONE U K 8'47 2.4 SW 82 Q 16' O.C. MAX 2x18YP 82 0 16' O.C. MAX g 9141" 2x4 SYP 82016.O.C. MAX 2X4 SYP 82 94" 2.4 SYP 82 017 O.C. MAX 2x4 S V O.C. 101-T 1,4 SYP 81 ® 12' O.C. MAX 8' O.C. EXTERIOR SIDIN(i`� ,*- WALL HEIGHT INTERIOR ZONE E ONE 81-0" 2,4 SYP 820 Is-O.C.M IS' 0 91-0' Zx4 SYP 82 0 16" O.C. M '4'4 16- 914" 2.4 SYP 82 0 16- O.C. M 2V 16" O.I&AX Iv o" Zx4 SYP 820170.C. M P : 1'FO. . AX z0 EXTERIOR FRAME WA 9. w 1. WALL STUDS WITHIN 5FT OF EACH CORNEIQE(2ED BE WITHIN THE WALL END ZONE. SEE CHARTS VE QO REQUIRED STUD SPACING PER EXTERIOR FINIS RWL. * 2. STUD SPACING SHALL FOLLOWTHE CHART ABOVE Q1')THE O FRAMING PLAN. I J III! f 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. j 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO p BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE rc SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN, SPF 82 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. LL WALL LEGEND = V-1" TOW. 1ST FLOOR � `SHEAR WALL INTERIOR/EXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL * =ALIGN WITH CDLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-NR LOT 115 1386-MR LOT 116 1386-J LOT 117 1386-0 LOT 118 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 ENG: TH a -E-: TH w JOB No. STAR-17145 i SCALE: AS INDICATED w DATE: 07/16 S5 HEADER SCHEDULE TAG HEADER FASTENERS H2x8 (2)2x6 #2 SYP ATTACH KING STUD TO HEADER w/ _ W/ OPT. } FLITCH PLATE (6) 0.162' x 3-10 NAILS H2x8 (2)216 02 SYP ATTACH KING STUD TO HEADER w/ W/ OPT. } FLITCH PLATE (e) C162" x 3-12• NAILS (2)2x10 K2 SYP ATTACH KING STUD TO HEADER W H2z10 W/ OPT. J' FLITCH PLATE (10) 0.167 x 3-10 NAILS HW2 (2)2z1292 SYP ATTACH KING STUD TO HEADER w/ WI OPT.? FUTCH PLATE (10) 0.162. 3-UZ NAILS H302 (3) 2.12 #2 SYP ATTACH TONG STUD TO HEADER w/ W/ OPT.? FUTCH PLATES (10) DI62' x 312' NAILS 1115.5.5 (2)1.75"65' LVL ATTACH KING STUD TO HEADER w/ (6) 0.167 X 31rr NAILS H3.5x7.25 (2)1.75-x7.25" LVL ATTACH KING STUD TO HEADER w/ (8)DIST x 31/2.NAILS 113.5x9.25 (2)1.75x9.25' LVL ATTACH KING STUD TO HEADER WI (10) 0.162"x 3-10NAILS H5.25.11.25 (3)1.75k1125- LVL ATTACH) KING STUD TO HEADER w/ (J20.167 x 3'lr NAILS H418 3555.5' AFP 15E SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (6) 0.162' x 3J/r NAILS H4z8 35'x7.25" AFP ISE SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8) 0.167 x 312' NAILS kH4.10 3.5'k9.5'AFP1.6ESHORTSPAN ATTACH KING STUD TO HEADER W HEADER (IDD.167x312• NAILS 4x12 3.SY11.2S AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER n2)0.162'x 3.10 NAILS END VERTICAL TO KING STUD W/ 6 BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. TAG S PACING SPECIES ENTER / SIDE (PLF) BLOCKING TOP BOTTOM ® Is- SYP#2 (3)0.148'13-1W (3)0.148"x3-1/4" NO UPLIFT MID-SPANTOENAILS TOE -NAILS ® Is- SYP#2 (1)SDW/C75S00 (1)SDWC15450 270 PLF MID-SPAN Is- SYP#2 (7)SDWC15600 (1)SDW/C75450 270 PLF 1/3 PT. BW4 12" SYP#2 (3)0.146'x 31W (3)C148"x31I4' NO UPLIFT MID -SPAN TOE -NAILS BW5 12• SYP#2 (1)SDWWC156DO (1)SDWC15450 300 PLF MID -SPAN ® 12• SYP#2 (I)SDWC15600 (1)SDW/C15450 300 PLF 113 PT. BW] 16" SYP#2 (1)SDWCi 5800 (2)SDWC15450 440 PLF MID -SPAN ® 16- SYP#2 (1)SDWVCIWW (2)SDWC15450 440 PLF 1/3 PT. O 12-SYP#2 (1)SDW/C15600 (2)SDWC15450 SEC PLF MID-SPAN BWI 12- 1 SYP#2(1)SDW/C75600 (2)SDWC15450 59D PLF 1/3 PT. BWI1 16• SYP#2 (2)SDW/C15WO (3)SDMIS450 776 PLF MID-SPAN P-HDR SEE DETAIL HDI 4 THIS PAGE ( ) 0.131x3' NAILS BWn HEADER SUPPORT SCHEDULE SEE PUN FOR WALL WIDTH - OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-7 TO 3-1 1' 1 1 STANDARD BEARING WALL W/STRAPS NOTES 4'-0" TO 7'-11' 2 2 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4STUDSU.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/(3) 0.131"x 3" TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES 8 BOTTOM PLATE. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 8'-0'TO 9AV 2 3 10'41 TO 17-0" 3 4 STANDARD HEADER NOTES 1. VERIFY w/PUN FOR CORRECT LENGTH OF HEADER RED D. SIZE INDICATED ON PLAN IS MINIMUM REO'D. PER LOCATION. LARGER HEADER MAYBE INSTALLED VWOUT APPROVAL 5. IF "BW CALLED OUT ON 2M FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. 6. MID OR PT. BLOCKING TO BE 2x W/(2) 0.131" x 7 TOE OR END -NAILS EACH END. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. T WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 0.148"x3" NAILS @ NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATED "NO 12. O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS ZOO UPLIFT'. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED WMARD CASED INTO HEADER GUN NAILS AND WILL NOT REG. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4. NAIL KING STUDS TO HEADER w/(3) 0.148"x3" TOE -NAILS PER SIDE IN ADDITION TO NAILING 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SDt U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O.ON PLAN. 5. IF MORE THAN (I)KING IS REO'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. 1I. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WVFO8/ SD2 INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPIBOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. BY DETAIL WF07A THIS SHEET) WITHIN 6" FROM THE COLUMN. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"c.c. MAX. ARE ADEQUATE. AT NON -BEARING e. SEE DTL WF09/SD2FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)2x4 FLAT W43)C13/"x3" TOE -NAILS EA. SIDE AND CRIPPLES AT 2ro.c. AT 2-STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @i6'o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND 9, AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A I J' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 1 - - - 80ESY P02 FBI 1500 650 psi. 2 0A31-x3' TOENAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS 32" . , OR () (2) 10. KMERE SVP #2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E HEADERS ARE 0.148'x31/4' NAILS TO EACH FLOOR TRUSS. SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WWI. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TREN HIM MIN. 12' SIMPSON TITENND SCREW AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED @ MAX 2C O.C. V# MIN. CONNECTOR" I., SIMPSON TITEN-HD, 1? THREADED ROD. r EMBEDMENT INTO FOUNDATION. AND 12' J-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED MAINTAIN A MIN. 2-1/4'EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW • FROM THE CONCRETE OR MASONRY FACE. F F FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. EM SPACWM' ALL'BASE CONNECTORS"SHALL BE SPACED AS INDICATED THIS SCHEDULE 6- FROM ENDS OF WALL FRAMING AND THREADED ROD MN EPDXYAMOR. 2 '4 DRILL 8 EPDXY: MIN. 5/8' THREADED ROD WITHIN 6" EACH SIDE OF BOTTOM PLATE SPLICES, U.N O. ASTM F1554 GRADE 38, Fy=36ksi, F-58I m. w�; INSTALLED @ MAX. 32" O.C., W MIN. r 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR BPSIQ SO. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL xZN3/1 . (7 6� SIMPSON EPDXY SO SET-XP E OX OR EQUAL. AT EXTERIOR SHEATHED FRAME SIMPSON WALLS: LL . USE SI MAINT2. AI A M N. 2 1/ EDGE DISTANCE BP OR BPS&8-3 SQ. WASHER OR EQUAL (3k3'x0.229'). FROM THE CONCRETE OR MASONRY FACE 3. WHEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER 15 REQUIRED BETWEEN NUT AND THE PLATE WASHER. J41OLT. MIN. 1r2JSOLT INSTALLED @ MAX 32- O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER 2 1W MIN. ASTM A307 OR BETTER W/ MIN. 7- SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE 17 EMBEDMENT. MAINTAIN A MIN. 2-1/4' EWE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR _ MASONRY FACE. LEG OF J-BOLT SHALL BE MUTE: _ A MIN. 1-112' AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS i/3'a OF ATURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE 1/4"=V-0" ORE AKSHEATHINGATKING NAILENOVERTICALSTO TO JACK STUD TRANSITION / KING STUD PER HEADER /SCHEDULE. A CONT. PLATES w/ 0.131x 2-i/7 NAILS @ 3- O.C. WALL SHEATHING. ) THICKNESS AND TYPE PER PLAN I, VERTICAL BLOCKING @ Is- O.C. ABOVE OPENINGAND AT EA. END OF HEADER SEE HEADER SUPPORT A $CHEDULEFOR FASTEN SHEAPLATES REQUIRED KING STUDS wINGTO- CANT. PTES /02' .131x 2-1 4'-0" MAX CLEAR SPAN NAILS @ 3- O.C. SEE HEADER SUPPORT SCHEDULE FOR REQUIRED - JACK STUDS H014 BUILT-UP PANEL HEADER DETAIL 1rr=1-(r CONT, DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL b TOP OF WINDOW `CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A (2) N SPF #2 BUILT UP STUD COLUMN(STUD SUE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) SPF(Ib) SYP(lb) B (3)2x- SPF #2 BUILT UP STUD COLUMN(STUD SIZE TO (1)-SDW/C1S6D0 SCREW, REFER TO DETAILS I, I A, AND FRAMETO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) El 2 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1E FRAME 485 615 C (4) 2z_ SPF n BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) 2 a (2} SDWC158DO SCREW, REFER TO DETAIL 5ON SHEET SDVVC FOR INSTALLATION REQUIREMENTS ID FRAMETO FRAME (1)PLY 1045 (2)PLYS40 (I)PLY 1195 (2)PLY 1075 D (2) 2x_ SYP i2 BUILT UP STUD COLUMN(STUD SPF TO (1)PLY TRUSS H1 GA WA18}0.148'x 1-1R'NAILS OR (2)PLY TRUSS HIOA-2 W/(18)-0.14W x 1-1NAILS FRAMETO FRAME HIOA1015 H10A-2930 HIOA 1105 HIGA-21080 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN E (3) 2x_ SYP n BUILT UP STUD COLUMN(STUD SIZE TO ❑4 HTS20 Wg16)- 0.148' x 1-Err NAILS FRAM FRAME E FRAMETO 1215 1445 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) F (4) 2x SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) a (2)HTS20 W/(18}0.148' x 1-72' NAILS EACH FRAME 2430 289D G 4x85VP #2 POST O H2.SA W/(70).0.131'x 1-1? FRAMETO � � FRAME � DTT2WI(8)_7/4"x2-12' SIDS SCREWS& 12' EPDXY 45 COLUMN TO 1BB5 1885 :H) 4x8 SYP #2 POST ANCHOR CMU/FTG. (2)- CSHP78 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9' END COLUMN TO VV J 6x8SVP#2P05T �8 LENGTHS (TOP & BOTTOM) 1W(14}0.131'x 2-12"NAILS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8 FRAME 2060 2060 ', K) IOX10 SYP#2 POST (PT IF USED IN AN EXTERIOR APPUCATION) 8 CSHP18 OR CS20 COILS STRAPS COLUMN TO HEADER, EAM. OR COLUMN BELOW. MIN. 9" END LENGTHS (TOP & BOTTOM) W/ (14)-0.131' x 2-1? NAILS. PROVIDE SOLID 8 COLUMN TO FRAME I- 1IXI0 /� '- L) 4x4 SYP #2 POST (PT IF USED M AN EXTERIOR APPLICATION) / BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. M 6x6 SYP n POST (PT IF USED IN AN EXTERIOR APPLICATION) 10 2)- 6" SIMPSON SDW/C156M SCREWS TOP & BOTTOM OF JAMBSTUDCOLUMNS. TOESCREWTO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAME TO FRAME 595 865 N 8x8 SYP a2 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL I2/SDWWC P 31211312" ENGINEERED LUMBER COLUMN. PER HTT5KT COLUMN TO FOUNDATION W/(26)-010 x 2-10 STRUCTURAL COVER SHEET I I So SCREWS. 5/8' ALL THREAD ROD TO CONCRETE WITH SIMPSON SETS. EPDXY. U.N.O. ON PLANS: MIN. S. EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 Q --5-1/6- ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/ 2-1/4" MIN. EDGE DISTANCE. 12 O LSTA18 W/(14)-0.148' x 2-12" NAILS (CENTER STRAP ON STUD) .148-x 2-12" NAILS EACH (CENTER HEADER TO STUDS HEADER TO 1115 1235 R COVER SHEET ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER S 312'k&12' ENGINEERED LUMBER COLUMN. PER ED STRUCTURAL COVER SHEET STRAPON STUD) STUDS 2290 2470 T 5.1 /4'k6-1W ENGINEERED LUMBER COLUMN. PER 14 (i} A34 ANGLE W/ (8)- 0.131' x 1-12" NAILS @ 16' O.C. MAX d 8" FROM EA. END. PROVIDE WEB FILLERS FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET AS REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) V 5.1-1" ENGINEERED LUMBER COLUMN. PER STRUCTURAL IS H-10 W/(4)1 W x 110 SOS SCREWS & (4)1/4' x 3" SDS FRAMETO 940 1165 COVER SHEET SCREWS FRAME (LATERAL) (LATERAL) .0 79T ENGINEERED LUMBER COLUMN. PER STRUCTURAL i6 MSTC28 WI(28�.148" x 3.114" NAILS CENTERED STUDS TO 2690 COVER SHEET BEAM/GT MTURAL ENGINEERED LUMBER COLUMN. PER METC40 W/ (24}0.14r x 3-IM" NAILS CENTERED W/ 8 STUDS TO 1993 2306 V STRUCTURAL STRUCTURAL COVER SHEET 21-1 /4" CLEAR SPAN 8 8' END LENGTHS STUDS Z 5-1-x S 12" ENGINEERED LUMBER COLUMN. PER t8 HUC410 CONCEALED FLANGE HANGER WI(12)0.187x 31/7 NAILS 8 (6) 0.148" x 3" NAILS FRAME TO FRAME U=981 R =IBM U=1077 R = 2166 STRUCTURAL COVER SHEET 19 HTT4 W/(78)-0.7fi7x 24a' NAILS W5W EPDXY ANCHOR 4,7 COLUMN TO FTC. 3640 SYP: 4325 PSULVL: 381: STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD2. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UNLESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOTAPPLICABLE 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44Z 12 .182k 3NAILS 8 EPDXY ANCHOR w/MIN. 10 �' s B. FLOOR TRUSS OR BEAM TO MASONRY PARALLEL CONDITION WITH AMINIMUM EDGE ( )• NOTAPPLICABLE DISTANCE OF 3" 7'EMBEDMENT C. FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH NOT APPLICABLE 6.6: Ba EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF I- 2" BEDMEw/(12p.18213'NAILS 7'EMBEDMEN7 D ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME PERPENDICULAR CONNECTION ( ) �2 /EA.OR E]/EA 8x8: ASU88Z WkI8p.162St 3}' NAILS & (2)' EPDXY ANCHORS W/ MIN. 7' EMBEDMENT E. HIP JACKS LESS THAN T.0' LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPUFT OF 535 O/ EA OR Fj]/ EA 1 Ox10: ABUT 01 OZ w/(22) 0.167X 3}' NAILS 8 (2)- EPDXY LBS ANCHORS w/ MIN. 7' EM SEGMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POS7/LVL INSTALLED VMTHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)­0.131" AND BASE PLATES U.N.O. ON PLANS. x 3" TOE -NAILS. 5. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER ALL HEADER COVE COLUMNS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)-D131"X3-TOE-NAILS. TRUCTU AL fi SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMU M 23/32" SH EATH I NG, USE 2-1/2" NAILS LLO. 1-112"NAILS. SPECIFICATIONS. 4 PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL BE WRENCH TIGHT .1/3 TURN. 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER S. 1/2'ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7" EMBEDMENT TO GROUTED CMU OF JACK STUDS REQUIRED. WALL W/ 2-1/4- MIN. EDGE DISTANCE. MIN. 7"EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4' MIN. EWE DISTANCE. 6. 5/8"ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN.15" EMBEDMENT TO GROUTED CMU CARE CONTAINING AT LEAST (1) VERTICAL#4 OR#5 BAR. MAINTAIN 2-1/4-MIN. EWE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO I2". 7. 5/9- ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PUNS: MIN. 7" EMBEDMENTTOCONCRETE FOOTING W/ 2-1/4" MIN. EWE DISTANCE. FULL CAPACITY ACHIEVED WITH I2"END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4- WITH A CAPACITY OF 2650 LBS. S.REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSrRATI NG CLEAR SPAN& EN D LENGTH MEASUREMENTS. BEAM SCHEDULE TA.7 BEAM SIZE 1 CONNECTIONS 82X8 I WITH 12" FI PLATE (2)2x8 #2 SYP 82xe WITH 12' FLITC PLATE (2)2x10 #2 SYP 82x10 WITH 12' FUTCI PLATE TO BEAM: SIMP. HU46 OR HUC46 w/ (12).0./67.', NAILS 8 (6)0.148"x 3• NAILS. (2165/UPUFT=11 TO MASONRY: SIMP.HU46 OR HUC46 w/(8)-7/4'x 2 TAPCONS & (4)-0.148' x 3. (U=760/R=2D00) ON MASONRY: MSTAM24 w/(9)-0.148" x 3" NAILS & (5)4/4"x2-7/4" TAPCONS (UPLIFT = 1375) TO POST: SIMP. HTS20 OR LSTA18 (URq% TO BEAM: SIMP.HU48 w/(14}0.1 ffj NAILS & (6)-0.148"x 3" NAILSA 1 35) TO MASONRY: SIMP. H6)-0.14r NAILS & (10R"x 2'F' LUO ON MASONRY: MSTAMS& (5} i' x 2}• TAPCON7 TO POST: SIMP. HTS2WLSWQrLAW12C TO BEAM: HU470w/(78�11 O (10) 0.148'x 3• NA�#I#y ) TO MASONRY: SIMP.'xJ1G' / (10)-0.148'x 3-NAlli&(74} x 4PCONS% TO POST: SIMP. HTS20 C TO BEAM: HU410 w/(18}0 (2)2z72 #25VP (1111.148'x3'NAILS. B2,02 WITH 1/7 FLITCH TO MASONRY: SIMP. HW PLATE (10)-0.148'z3-NAILS! (35OOtUPLIFT=1800) ON MASONRY: MSTAM24 L. O L5 W (5)-f. 2f'TAPCONS(UPLIFT=1375) =II TO POST: SIMP, HTS20011 LSTA78(UPUFT=1235) TO BEAM: HU410 W(18)-D162'X 3} NAILS & (10)0.14Wx 3" NAILS. (3250NPLIFT=1795) (2)1.75kdl.25' TO MASONRY: SIMP. HU410OR HUC410w/ B3.Sz11.25 LVL (10}0.148"x 3" NAILS & (14} t x 2f' TAPCONS. (3500/UPLIFT=IBDO) ON MASONRY: MSTAM24 wH9)-0.148" x 3" NAILS & TO BEAM: HU410w/(18)-D162*X 3? NAILS & (10)U.148'x 3' NAILS. (3250NPLIFT=1795) K501.875 (2)1.75".11.875" TO MASONRY: SIMP. HU410 OR HUC410 w/ LVL (10)-0.148"x r NAILS & (14). }" x 2� TAPCONS. (3500IUPLIFT=1800) ON MASONRY: MSTAM24 w/(g)-Dl48' x 3" NAILS & (5} k X 24" TAPCONS (UPLIFT = 1375) TO BEAM: SIMP. HU410 W/(18)4162"x 3j' d (10)-0.1 48"x 3" NAILS. (3250NPLIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ 83.5X16 (2) 1.75-06" LVL (10)-0.148" x 3' NAILS & (14)- } x 2} TAPCONS. (3500/UPLIFT=18D0) ON MASONRY: (2) MSTAM24 WA90.148-x 3' NAILS & (5}}" x 2}" TAPCONS EACH STRAP (UPLIFT=2750) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.148' x TO POST: (2) SIMP. HTS20 OR LSTAI6 (UPLIFT=2470) ON MASONRY: (2) MSTAM24 w1(9)-0.148'k 3" NAILS & B5.25x16 (3)1.75"xi6" LVL (5)-k x 2}• TAPCONS EACH STRAP(UPLIFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.148"X 3f" NAILS @ 8' O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) ON MASONRY: (2) MSTAM24 w/(9)-0.148'z 3" NAILS & B3.5x2) 2 1 7Sx20' LVL - () 'U.N. x 2 NAIL BEAM TEACH STRAP (UPLIFT- 2750) 'U.N.O. NAIL BEAM TOGETHER USING (1) ROWS OF 0.148Y 3}• NAILS @ 6- O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2. BEAMS TOGETHER USING (2) ROWS OF D148' X 3e NAILS @ SIDE ONE 17o.c. TYP. USE 3 ROWS WHEN WO OR LARGER. MIN. FROM ( ) 7 TOP AND BOTTOM Of BEAM. NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF C148' x • NAILS Bb.c. P. ONE SIDE MIN. 7 FROM TOP AND BOTTOM 3} @ m OF BEAM 2. VERIFY WPLAN CORRECT LENGTH OF BEAM RE01). (MIN. 2' BRG. EA END OR MIN. 3" BRG. ON MASONRY) 3, SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 6. SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON HTS2(3-REV NOTES & CONNECTOR LEGEND I.A. 0 �$ U c� F W Z0 = o w F1 (.5 C� yy-in � J W 8310 Iw sP f O WW a 4Z'J Z F M M ow m + � � m z 0 O Z 0 � X LUM0 m J - xaz 7IL �0Xz MWO IL U) V • 81STRDCTJ/ ENG: TH t STRUCT: DP OC CHECK: TH Q w JOB No. STAR-171/5 2 SCALE: AS INDICATED 07/1623 S5.2 C" N cz N Q COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) 1386-NR LOT 115 1386-MR LOT 116 1386-J LOT 117 1386-0 LOT 118 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 8'4" a4 SYP 02 @ 16" O.C. MAX 20 SYP M2 @ 16- O.C. M AX 9'-0" 2K4 SYP K2 0 16" O.C. MAX 2x4 SYP { 94" 2K4 SYP M2 0 12' O.C. MAX 2a 2 12- O.C. 101-0" 2K4 SYP art 0 12' O.C. MAX S EXTERIOR SIDIt WALL HEIGHT INTERIOR ZONE E O Trfn 81-0" 20 SYP M2®IS- O.C. M�is- O AX "l 9'-0" 2K4 SYP 02 ® 16" O.C. M. 18' O. 914" 2K4 SYP #2 ® 1S" O.C. MAjq2K1 1'1�2 8' O�.T1AX 101-0" 1 2x4 SYP 92 0 12" O.C. MAX %12" O.C. MAX z EXTERIOR FRAME WAL�•••• 1, WALL STUDS WITHIN 5FT OF EACH CORNER A S.ON ERED TO k, BE WITHIN THE WALL END ZONE. SEE CHARTS ABb�4Y���,, FOR REQUIRED STUD SPACING PER EXTERIOR FINISH Mldr p 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. Od+t ¢ f y I FRAMING PLAN. ' 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING o THICKNESS & NAILING PATTERN. - 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO Qo BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF O EXTERIOR STUDS.1. 4. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO 11 BE MIN. SPF 02 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE, 2. AT ALL WINDOW / DOOR OPENINGS ® 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM - WS46/SD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W509/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF1G/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND ® = 9'-1" T.O.W. 1ST FLOOR % - =SHEAR WALL INTERIOR/EXTERIOR BEARING WALL = 8'-1" T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL 'A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF FRAMING PLAN 18.,=V-o„ 1J & Z Z 48 g t7 < 5 F$ U-a O z is O �y LLC 440 Z J W Q O< VI p� H LL w Z O v aZ u W w g o STR— DP OC CHECK: TH 0 STAR-i T10.5 w SCALE: AS INDICATED S5.3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYP&2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W/ (2} ROWS 0.131' x 2-12' NAILS & 3' O.C. SHEATHING TO HEADER W/- 0.131' x 2-12' NAILS AT 3- O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-2z JACK & (1 }2z KING STUD - (3)-2x JACK STUDS �— MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15l37 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'z2-12' NAILS @ 3' O.C. 8 3' O.C. IN THE FIELD. (} 2 2x BOTTOM PLATE. NAIL TO — SHEATHING W/ (2) ROWS 0.148' z 3' NAILS @ 3- O.C. GARAGE PORTAL FRAME PORTALFRAME 3-12' x 11-1 W HEADER PER PLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WF10/SD4. ELEVATK= V ANG i' ALiD-3cTS'YP/e15T0- 'NDER 2ND FLOOR JAMB COLUMNS. (2)-2x4 SYP82 STUDS @ WAI1 INTERSECTION. (GARAGE OPENING) MIN.(3}2z4.ACK STUDS&(1)2z4 - KING STUD. NAILED PER STANDARD HEADER NOTES. SHEAR WALL SEGMENT (DILLMENSIONED THIS DETAIL)SHALL BE INSTAED CONTINUOUS&FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL (2}2z BOTTOM PLATE. NAIL TO SHEATHING W/(2)ROW50.148' z3' NAILS 3' O.G. "I .j FOUNDATION PER PLAN. EXTERIOR ELEVATION i?=1'-0' (2)-CS20 STRAP W/ 0.148' z 3' NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. IT END LENGTHS. (2)-Zx BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5' x 11.25' HEADER PER PLAN. (2)-LSTA78 OR (2}CS20 STRAP W/ 0.148' x 3- —� V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 9' END LENGTH OVER Z JACK STUD. (2}2x BLOCKING BETWEEN STRAPS Z AND HEADER UU a. (GARAGE OPENING) O HTT4 BASE CONNECTORS W/ (18) 0.167 x 2-12' NAILS & 5/8' THREADED ROD VW MIN. 17 EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-114' EDGE Z DISTANCE FROM FACE OF CMU wSIMPSON 0.I D(T(T2Z W/ } 1l4' z 2-1? SDS ANCHSCREO SLiA}LL HA MIN.�T EMBEDMENT i z BELOW LOWEST GARAGE OR PORCH SLAB W/ SIMPSON SET-XP EPDXY. FOUNDATION PER PLAN` J �1(1) ANCHO BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. INTERIOR ELEVATION FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/ (2) 0.131' z 2-12' NAILS @ 4- O.C. 2.4 SYPM2 BLOCKING @ 24' O.C. W/ (2) 0.148' x 3' TOENAILS EA. END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3/4'=1'-0' `,rrrri►tiEi� is OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2. OR (2}2x BLOCKING PER SCHB LM A-L ��.r{���`tEL E ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3} 0.131' X 3' TO EMGJ�ND. A SINGLE OPENING LARGER THAN 16' WIDE x 48' TALL IS REQUIRED, OR IF PANELS TO BLOCKING WITH ED PADt+I THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS -� EXCEEDS 8 SQ. FT. z Pwlo O 001 I� WIN WHINWll AND BELOW OPENING �IABOVE 1 I I� I 1 I I 1 � � I 1 I � 11 — I I � I 11 i� �I I TYPICAL INTERIOR SHEAR WALL WALL FRAMING & FLOOR -TO LOOR CONNECTIONS PER PLAN. 16' TALL 2z4 SYP42 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ (2} ROWS 0.131' x 3' NAILS TS 3' O.C. (10 NAILS TOTAL). 3W SHEATHING 1-116' O.S.B. RIM BOARD 2-HOUR AREA SEPARATION - ASSEMBLY PER PART' WALL DETAILS. WALL FRAMING & FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 3/4'=1'4T ,'T ANCHOR AT P TO iOM ENDS OF WALL TOM PLATE SPLICES, OR HOLD-00=1C. FLOOR SHEATHING & NAILING PER PLAN. (2}2X8 SYM JOIST. NAIL PLIES TOGETHER W/ (3) 0.148'z 3' NAILS 8'O.C. 8 7 FROM EA. END. HUC28-2 W/ (/0)-0.162z 3.1/7 NAILS TO CARRYING MEMBER & (4)-0.148-z 3- NAILS TO (2)-aB JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 17 LONG BACKER BLOCKS ON BOTH FACES OF IJOIST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE 1'=l'-0' IJOISTS PER PLAN, RRd�v Z E. CN •0 RE ••00009 k - SHEARE COLUMNS y xy O INDICATED GRp4 FRAMING PLAN. Q - OPENINGS SMALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST IJ3 OF THE WALLHEIGHT. w H - MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN O _ - STRUCTURAL SHEATHING PER SCHEDULE w - END OF WALL ANCHORS O PER FRAMING PLAN. i 0. NOT USED COPYRIGHT MCD 2015, The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ui� Ia ni Z 0 • p H v LL es . t� O a � rc W J J z jo W q 0 F- G S .0 ~� W Z v1 W 23 y 0) w Z 0 w � C O 0 z� O � El J LU _ t- 2m0 g xLU az owNx y0 MXz ' Y -J ha(A le • 5 smuclURU ENc: TN h ORAtnNO: u sTRucr: DP a� a a�ac: 0 TH w JOB No. STAR-17145 I SGIF: AS INDCATED � RATE: o7n&ro S60 GARAGE BUCK DETAIL SIMPSON ... _.. DIAGONAL TO BEAM 2xBxl2 CENTER BUCK 3/8 DIA ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (5) IrrOKS- LAG BOLT AT EA. DOOR BUCK EA SIDE OF DOOR. PROVIDE 2" x 3/16' THICK WASHER W EA ANCHOR. (1st BOLT TO BE W MAX. ABV. CURB, REST EO SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLAIT 7/16' O.S.B. EA SIDE 2. 8 WO. TO O.S.B. (2)0.131'x 2-1r2 NA EACH END EEN��D VIEW w/ WOOD N'Fft ARCH WINDOW FRAMING DETAILS 3/4'=1'47 O2. STUDS @ 16" O.C. FOR KNEE WALL F OLSTA18 B @ 37' O.C. STUD TO ROOF FRAMING BELOW, SLIT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2,4 BLOCKING w/(2) 0.167' x 312" NAILS EACH / D O END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT W SIMPSON HrS20 @ 37' O.C. OROOF FRAMING TRUSS PER PLAN BELOW A J F O 2x PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPUER B O DOUBLE TOP PLATE O SIMPSONH3 OR H6 @ EA END OF TRUSS OR RAFTER eEC PER PLAN OR CONV, ER MING PER MON Tw/ CF2 S 3STRUCTURAL SHEATHING PRUSS PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS V ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" COX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT W NDOW OPENING IF REQD NOTE. ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGAIO @ 37 OC SIMPSON HGA10 @ 3-1W/ (4)11 r x 3" SDS TO TOP O.C. W/ (4) 114" x 3- SDS PLATES & (4) 1/4"x 1-12"4HIQA TO TOP PLATES & (4) SDS TO TRUSS1/4'S1 i-12' SDS TO TRUSS SHEATHING NOT REQD SHEATHING NOT RED)TO BE CONT. @ THE TO BE CONT. @ THETRANSITION FROM TRANSITION FROMWALL TO GABLE BEAM TO GABLETRUSS TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL BEAM PER PLANSHEATHING PER PLAN. EXT, SHEATHING; SIMPSOATTACH PER PLAN DIAGON PLATE -EE TYPICAL HEADER SHEATHING PER PLAN SHEATHING PER PLAN RAMING DETAILS FOR TYP. TRUSS TO FRAME ,DDITON D TYP. TRUSS TO FRAME CONNECTION PER 4FORMATION CONNECTION PER STD. CONNECTOR iEADER CAN BE STD. CONNECTOR NOTES ITHER UPSET OR NOTES -I� FRAME OUT TO BLOCK ,OVMSET) FRAME OUT TO BLOCK EDGE AS REDID EDGE AS REDD x WI (2) 0.167 x 3-10 'OE -NAILS EACH END LAST STUD OF I i° 1) 0.162' x 3.10NAILS FYP.) x4 SPF CONT. 'LOCKING ATTACH TO 116' OSB W (2) .131' x 2-1l7 NAILS ne' OSB EACH SIDE, W O. 113'x7NAILS@ E O.C. TO SIDE & TOP HAILER x BUCKS, 2z4 BLOCKS, (2) 0.162z 3-12" NAILS @ EA END. NOTE: ALL GABLE BLOCK ADJ. BAYS @ EA. D01G. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W/ SYP172 OR BETTER 0.131'x 2-1 rr NAILS @ 6' O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REDID) 0.148513' ILS DIAG( ACE TO LAST STUD OF KNEE WALL I j` KNEE WAIL JOINING UP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE WALLS SHALL BE MIN. (2) 211 FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/ (2) 0.162' x 3-12" I (2) 2x FULL HEIGHT NAILS @ 17' O.C. I WALL STUDS W I (2) 0.167 x 3-12" NAILS MIN. 214 SPF 92 KNEE WALL (2) 2x #2 SYP SEE PLAN @ 12' O.C. WITH STUDS @ i6' O.C. W I FOR BEAM SIZE 214 SPF /2 KNEE WALL STRUCTURAL SHEATHING WITH STUDS @ Is - ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REGD SHEATHING ON BOTH BEAM. ATTACHED PER ) SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OF OTHERWISE SP2 CUPS I BEAM.ATTACHED PER EACH STUD TO DOUBLE TOP ' NAILING SCHEDULE -- Hu cANUsr1..F.- STUD TO BOTTOM PLATE i` (2) 2. k2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE IWFO KNEEWALL AT DOWNSET BEAM KNEEWALL AT UPSET BEAM 3/4'=1'4T I 0.131'x 2-VI NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES -- PER PLAN VALLEY TRUSS EXT. SHEATHING; GABLE TRUSS ATTACH PER NAILING EXT. SHEATHING; SCHEDULE ATTACH PER CONT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) cI67x 3-12' NAILS NAILING SCHEDULE OR TO EA COMMON OPT. 2X4 8LOCKING TRUSS PERP. TO EA. VALLEY - TRUSS NAILED SIMPSON LTA2 @ d'-0' TRUSS BELOW @ @ 24" O.C. GABLE TRUSS TO O.C. W/ (2) c167X 3.12" MASONRY OR SIMPSON HGA70 @ 37 MAIN PAN ROOF TRUSSS NAILS TYP. O.C. FRAME WALL UPLIFT CONNECTOR ATTACH TRUSS TO TRUSS BELOW USING (SEE SCHEDULE) (310.167'x 3-12' NAILS MASONRY WALL 21BLOCKING W/ (3) �;.. SHOWN, SEE PLAN 0.148"x 3AAr CONNECTON TO WALL FOR WOOD OR TOE -NAILED ® EA. END MASONRY CONNECTION TO TRUSS EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) 3/4"=V-0" 12 N12 MAX WHERE OA > 9", REFER TO GE31/SD2 12 12 2X6 SYP /2 DIAGONAL BRACING@48'OC. MAX. AS REQUIRED PER GABLE BRACING \ \ CHART \ GABLE BRACING I-) SEE CHART MID HEIGHT OR P PROVIDE 2x4 BRACE 1(JRD HEIGHT TO EA,BEAM CONNECTION FASTE NO DIAG AS REDID FRAME WALL CONNECTION ./(2)0162x3-12' AS LEBRACI GABLE END TRUSS 2x6 SYP }2 GABLE BRACING NAILS. DIAGONAL ! A CHART' PER PLAN. TYP. _ REGD GABLE END'L'AND/ORT BRACING, SPACED A GABLE END BRACING STRONG BACK PER GABLE WHERE O.M > B', @ 48' O.C. SHEATHING O END BRACING CHART REFER TO GE31/SD2 BEGINNING 6'4T FASTEN PER FROM EAVES -- PLAN. 2x4 SYP l2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WIIICH @ 16' O.C. MIN (2) TRUSS BAYS 9' MAX PLYWOOD CONDITION IS REQUIRED. CONTACT FOR BACK FROM GABLE END (MIN. 48') CANT. O.H. FOR ADDITIONAL INFO AS REO'DI 'll A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REGD PLYWOOD BRACING TYP. SHEATHING & 2.4 SYP i2 BOTTOM NAILING PER CHORD BRACING @ 16 r PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT W (3) ACROSS GABLE 0.148Y 3' TOE -NAILS TO BOTTOM OF EA. END MIN. (2) LL FALSE BEAM, TRUSSBAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 48") SCHEDULE 2x TOP PLATE TO 01 MIN. 2x4 SYP 02 GABLE END WI 0.148"x 3-1/4- NAILS @ 6' O C STUDS @ 18" GABLE BRACING CHART H GABLE BRACING + UP TO T-3' NO BRACE REQUIRED T-3'<HA 4'-10' (1)2x4 L-BRACE 4'-10' < HAF-8" (2) 2x4 L-BRACE (SEE SECTION A -A) 6-W<HAI Z-T STRONGBACK & DIAGONAL BRACE @ MID41EIGHT 12'-0'<H620'-0' STRONGBACK & (2) DIAGONAL BRACES @ 1/3 AND 213 HEIGHT SEE GABLE CONNECTION DETAIL FOR REO'D CONNECTIONS 2.4 ATTACHED TO EA GABLE 2.4 BRACE WITH (2) 0.148" x 3' NAILS (1) A23 FROM STRONGBACK TO 2X4 SYP M2 FRAMING FOR FALSE O.C. W SINGLE BOTTOM & TOP DIAGONAL BRACING BEAM @ 16- O.C., IF REO'O W (4) PLATE W/ (3) 2X4 L-BRACE IF REQD 0.148913- NAILS @ EA. TRUSS 0.148"x 3' NAILS SEE CHART. BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP #2 HORIZONTAL PER PLAN 0.148"x 7 NAILS BLOCKING 16' O.C. W/ (3) IF REO'D 2X4 #2 SYP @6'O.C. 0A 48" X 3' NAILS EACH END BLOCKING BETWEEN GABLE VERTICAL CMU WALL CONNECTION CLEAR SPAN CONNECTION STUD FRAMEDOW ONLYIF FRAME ONM 4'� 2ND 2.4 L4iRACE IF _ IS A SINGLE 2x REDID, SEE CHART0. 2x6 REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING- WIDE A -A GABLE VERTICAL L-BRACING AILS .;**NOTE: @1a-Oc EO GABLE END @ FLAT CEILING CONNECTIONS EO GABLE END BRACING (140D or 150C) STRONG8ACK DETAIL - 3/4'=1'-0' 3/4"=l'1Y COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES., LLC. Any use, duplication, or transfer of these documents without the 2,4 BLOCKS, 0.131'x 3' NAILS @ EA. END. BLOCK ADJ. BAYS @ EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS ./ 0.131'x 2-12' NAILS ® 6- O.C. (2)2x SYPi2 TOP PLATE WALL SHEATHING PER - WF10/S3 FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS-01 RADIUS AS REQD (0.113"x-W)RING SHANK NAILS IN 3' GRID PATTERN 8 3- O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3/4"=1'47 2x STUDS AS REQD @ 16" O.C. wl (3) 014V x 3-1/4' TOENAILS TOP & BOTTOM 0.131'x 2-12' NAILS @4.O.C. NOTE: IF PANELSPLICE - CONV. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24' OF VALLEY TRUSSES MIDNEIGHI. BLOCKING PER PLAN 1 IS NOT REQUIRED. L - j THREAD ROD, THREAD ROD,IN MIN. EMBED AND MIN. EDGE DISTANCE USING SET EPDXY EN OR ATTACH TO OR EQUIV. COLUMN USING (18) MAIN SPAN 0.162'x210 NAILS ROOF TRUSS UPLIFT CONNECTOR FOUNDATION PER - (SEE SCHEDULE) PLAN; SEE MF10/S3 MASONRYWALL FOR CORNER BARS SHOWN, SEE PLAN FOR WOOD OR MASONRY 1 02 PL - - EQ'D Uj O Id (3) � d 11pN 4aL o s • . 0 • 4 o EE • 7 :_ X NG O • L Z O B O TTOM® O V O • \ ;� W o O OTE O •s x 1- • + \ r4NF•G HPAnca V �•• �rC \` MIN(4)2x SPF iYstaI{i @ EA. END w1(2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING./ (22)0.148' x 3" NAILS EA. 1 WALL SHEATHING PER WF10/SD3 W/0.131' x 2-12" NAILS @ 3- O.C. IN ALL FRAMING (STUDS, BLOCKING, TOP PLATE, BOTTOM PLATE) - TYPICAL 2x SYP T SILL PLATE; IF OVERAA FALL DIM ALLOWS ATTACH w/ BOLTS/ EPDXY ANCHORS @ 32" LAN O.0 PER BRG WALL SCIIED. NOBOLTS w4I 17 OF BASE CONNECTION PORTAL FRAMING DETAIL i?=V o' SHEATHING PER PLAN WHERE O.M. IS> 91, REFER TO GE31/SD2 � CONT. 214 (5) 0.131'z 3- NAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2x4 BRACE �_ SHEATHING FASTEN TO EA. ADJ. DIAG. T PER PLAN FASTEN TO DIAG.w/(2) 0.131N 3" NAILS. SPLICE AS REDID GABLE'L' BRACING, SIMPSON H10A DIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND @ 48' O.C. MAX. 45° FROM TRUSS PER PLAN HORIZONTAL (-I- ICY). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM FRAME CONNECTION. THE TRUSS HEEL TO SEE STANDARD THE HIP JACK GIRDER CONNECTOR NOTES INTERSECTION, WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE 2. BLOCKING MASONRY) FOR NAIUNG PROVIDE BLOCKING BETWEEN TRUSS BAYS 2z1 SVPM2 BLOCKING ® 48" O.C. FOR FIRST 3 BETWEEN TRUSSES BAYS .1(2) 0.162"x 3-12" TOENAILS EA END EO GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4'=l'O' expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C 4 # OLP Z U) O�El 33 2m0 a xz - xF-a}3 F 0 H - W I Y W Q L aiv� • TH QC CHECK: TH O 01 .HOB No. STAR-17145 2 SCALE: AS INDICATED WtE: 0]/162i o.1 SD1 M nt (V Q a� NOTE: PLATE LENGTHS MUST BEAT LEAST 8-0' LONG. TYP. TOP SPLICE@ - DOUBLE 2X4 TOP PLATE SIMP0.SON (2) q,ACH2z4 STUDSTOTOP U,, PLATE W/(3)0.148`.3-IW INTO LOCKZ•NAILS INTO BLOCKING, (4) TOE -NAILS TYPICAL AT ALL 0.131' .2-1 ? NAILS TO TRUSS PER PLAN TOP PLATE VALOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT W# (2) 0.148"x 3' NAILS @3'O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN 50% OF TOP (2) ROWS o148'x 3' NAILS @ PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPU516Z VW (12) 0.162'x 310 NAILS TYP. TOP & SOT. ATTACH 2x4 STUDS (2) 0.148"xT NAILS @ 3" TO TOP PLATE W/ -/r O.C. WITHIN 4W OF (3)0.148-x31/4- / SPLICETHEN(2)ROWS TOE -NAILS TYPICAL 0.148"x 3" NAILS 0IT AT ALL LOCATIONS D.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2.8 STUDS 9g• ATTACHED PER M/N (WF08ISD2) ATTACH 3B STUDS TO TOP PLATE W/(4) 0.148131/C TOE -NAILS TYPICAL AT ALL LOCATION DOUBLE 2x4 TOP NA IL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 2x4 ON TOP WALL B PRE - ASSEMBLED WALL OF NS TO PAD OUT TOP PANEL W/(2)0.148"x 3' PLATE. ATTACH WI (2) NAILS @ 8" O.C. 0.148"x 3" NAILS T O.C. (FOLLOW NAILING (SOLID BLOCK W# 2x6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) fig• Mqy TOP SPLICE - DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 2. SYP 92 BLOCKING, @ 24" O.C. W/ (2) 0.148' 3/4"=1'-0" x 31/4' END NAILS @ ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP92 OR BETTER. REFER TO FRAMGINPLAN FOR WALL DIMENSIONS. (2)-CS20 STRAP W 0.14SN3• NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO FLOOR SYSTEM PER i JACK STUDS. MIN. 9' END LENGTHS. (2).2z BLOCKING PLAN, NOT SHOWN 5 BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTALFRAME (212 TOP PLATE PER PLAN. NAIL SHEATHING VN (2} ROWS un rno DI ere eo, free oeounTrn OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT I SHEATHING TO HEADER W/0.131'x2-1/7' UP COLUMN BELOW VM NAILS AT TO.C. HORIZONTALLY& (2)0.148'xTNAILS VERTICALLY AT PORTAL FRAME. TOP PLATE CORNER TRANSITION 3.5' x 11.25' HEADER PER PLAN. -(2)-LSTA36 OR (2)-CS20 STRAP W/ 0.148• x 3" - i NAILS ON INTERIOR FACE OF WALL. STRAP E CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN (3)-2x JACK & (1)-2x KING STUD MIN. TEND LENGTH OVER JACK STUD. (2)-2x BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS MIN. 7/76' STRUCTURAL 1 SHEATHING, OR - 15/32• EXPOSURE 1 SHEATHING, SHEAR WALL SEGMENT i P((DIMENSIONED THIS OETAIL)SHALL BE O INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS a U FRAMING. g SHEAR WALL 74i y v ---- -- ,1 Dp�Ip�LRIyyOO• /0 .. e HEADER FOR } T D • N MI atl SV�_ /{ w '� d Z HEI STU REOU CD • O ~ 2,2 EACJEND"ANER o // EEEEEEAAANNNJJ�fffffWWWWWWAII r PLIES o • ISo J •• ASTENED PER w V ®tl /� r N �__®•••...,pia `C e` EACH END. 9EE ROOF SHEATHING, 0.131"x 2-1/7 NAILS Q r O.C. BLOCII OVERHANG: >'•" TO MAX.'I2". ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO LUMBER JACK U• O pIAN NAIL PER PLAN NAILS TO SUB -FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH • �i LIMNS. ONE 2 y 'a WALL SHEATHING PER 9'MAX. CANTILEVERED 2'-0' OVERHANG g BLOCKING T O.C. INTERIOR FACE OF WALL CONTINUOUS J yIIUUf�.A1�N 5 °aa b SHEATHING OVERHANG. @ f•T GIQSIDE 13 PLAN DOUBLE TOP PLATE SIMPSON HTT4 BASE FROM BOTTOM PLATE TO TOP PLATE. NAIL OF EACH REFER TO GE31 /802 FOR O SIMPSON SP4 OR SP2 CONNECTORSVN (18) ALL EDGES TO STUDS OR COLUMNSVN THREADED ROD. 17 2x WALL, SEE PLAN GABLE RAKE OVERHANG 0.1 CONK CTO NAILS 8 5/6' < rn STD CONDITION @FRAME WALL OF STUD SUPPORT INFORMATION 0.131'x2-12"NAILS@TO.C.&TO.C. IN Z ROOF SHEATHING & NAILING THREADED ROD W/ MIN.12• rc w THE FIELD. REFER TO GE02 FOR GABLE ER STRUCTURAL COVER 2z4 SYP. lit SUB -FASCIA EMBED BELOW CURB TO § q A w PRE -ENGINEER WEB BRACING INFORMATION OTES. SHEATHING SHALL FOUNDATION USING SIMPSON MIN. T BELOW (4) 0.148' x T NAILS ROOF TRUSS -SEE BEE GE SD1 E CONTINUOUS FROM END 214 SYP. #2 BLOCKING @ 16' SET-XP EPDXY. MIN. 2-19- EDGE (2)-2x BOTTOM PLATE. NAIL TO TOP OF SPRED i w @EA BLOCKING TO VALLEY TRUSSES BEHIND O.C. w/(3).0.131-x 3' DISTANCE FROM FACE OF SHE W/(2)ROWS0A48'x3- FRAMING PLAN FOR FOR BLOCK GABLE (IF PRESENT), SHALL F OVERHANG TO MIN. 2'-0' E FOOTING Q¢ PLATE SPACING EXTERIOR SHEATHING INFORMATION TOE -NAILS EA. END NAILS @ 3- O.C. p ? TRUSS PER PLAN BE CONNECTED TO COMMON BEHIND GABLE TRUSS. CONCRETE CURB ' TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN _ U ROOF TRUSSES PER TRUSS GABLE TRUSS PER PLAN _ •'' (2) 0.148' z T NAILS CONNECTION SUPPLIERS SPECIFICATIONS. DROPPED nAsu c. wX'p' OQ• (2}2x BOTTOM PLATE. NAIL TO •L ' ., � (i) ANCHOR BOLT CENTER O � Z TO BOTTOM CHORD SHEATHING W/ (2) ROWS 0.148' x 3' -.'. SHEAR WALL TO FOUNDATION �\ `A 0 2x BRG WALL, SEE VALLEY GABLE TRUSS PER > IP EACH END OF 2x4 SYP. 92 OUTLOOKER @ 2d' OTo .C. MAX. NAILS @ 3- O.C. �• A PER DETAIL WF07A ON NOTES & @ PLAN FOR STUD SIZE & PLAN. GABLE SHEATHINGS} •� ••+. / d O BLOCKING SPACING. MIN (2) 2x NAILING PER PLAN. DROD ��' ��"L M O.N.. CONNECTOR LEGEND SHEET ; „ 2 d 2x1 SYP. 920UTLOOKER @ 1920C MAX. /J/ • ¢ > F2x4 SYP #2 FLAT UNDER GIRDER TRUSS 2x6 SYP#2 PLATE BEHIND TOP OF SPREAD FOOTING / ••MIN �(2}318VP12 FULL i IY (2)O.14B'%T NAILSTO BLOCKING, U.N.O. VALLEY GABLE TRUSS. TO (3)0.131'xTTOEl4HIL5 FOUNDATION PER PLAN. (BELOW GRADE) HEIGHT KING STUDS i < U L G, @ 2e O.C. REQUIRED EACH HEADER o > //1 BOTTOM CHORD W/ (2) oI48" x 3-IW END EA. COMMON ROOF TRUSS @EACH END OF NAILS @EACH END. 2. BLOCKING W/ (2) 0.162. x 312' NAILS Q BLOCKING SYP COMMON 2C O.C. MAX. WALL SHEATHING PER plAry 2x WALL, SEE PLAN SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x PRIG. ROOF TRUSS PER PLAN ROOF TRUSSES PER PLAN. ROOF SHEATHING & NAILING PER PLAN. ATTACH VALLEY GABLE TRUSS TO EA. TRUSS BELOW W/ (3) 0.167x 31,7 NAILS 21 BLOCKING W/ (3) 0.148• X 31W TOE -NAILS EA. END 7d OVERHANG ROOF SHEATHING& "LING PER STRUCTURAL COVER NOTES. SHEATHING SHALL BE 2x4SYP.92SUBFASCW RF H2.SA GABLE TRUSS TO OUTLOOKER. ALT. BLOCKING @ FRAME CONDITION /� (rcruo� WALL CLIP DETAIL (150MPH EXP. C MAX) UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION 1 SECTION @DOUBLE BEARING � VALLEY GABLE CONNECTION - 150C MAX. CONTINUOUS FROM END DROPPED TOP CHORD _OFOVER:11G TOMIN. GABLE TRUSS PER PLAN Z-0" BEHIND GABLE TRUSS. E3 GABLE OVERHANGS UP TO 24" i 3/4•=7.47 3/4"=1.4T (2) ROWS 0.148" x 3-Ur NOTES: NAILS STAGGERED@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES O THE COLUMN 17 O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST -V C OF THE THICKNESS OF THE LAST LAMINATION (3)ROWS 0.148-x 31/4" 3)FOR 5-PLY, PROVIDE I/4-DW. x541 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3FLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WTHIN «/-VB 2-1Z EDGE ZX CRIPPLES @ Is- O.C. SIMPSON SP4 @ 12. O.C. FOR 2X10 OR 1" EDGE 1-12" EDGE - SP4 TOP OF CRIPPLE AT STRAP LOCATION W/ SIMPSON SP2 TYP. 16' OC MAX GREATER HEADER TOP AND BOTTOM IF HEADER IS NOT FLUSH 0.148' x T AGAINST TOP PLATE • WHEN STUD LENGTH 2-12' O 7 IS <1USE LSTA30 STRAPS AT EA. STUD LSTA30 HEADER TO i w 21/4' WRAPPED OVER TOP PLATE 8 NAILED TO STUDS U.N.O. (ONLY RED'D. IF WALL C S ry HEADER EA. SIDE W# SHEATHING CANT BE 0.148" x T NAILS (11) 0.148' x T NAILS INSTALLED PER SP4 TOP OF CRIPPLE AT WF10/SD4) 0.148' z T OPP. SIDE i O STRAP LOCATION DNFRAMETO ? Ua Oa iUQa 0. DOOR I I I I I • NAILS STAGGERED @17 • O.C. EA. FACE OR (3) ROWS • 0.148'x 3.1M"NAILS STAGGERED @ 12' O.G. FOR 0.148' x T NAILS 2X10 OR GREATER HEADER 2X STUDS TYP. DPP. SIDE SEE HEADER SCHEDULE FOR HEADER CONNECTION (2) 2x4's (2) 2.Vs (2) 2x& INFORMATION (2) 2x COLUMN LSTA30 HEADER TO STUDS AAICn� STUDS U.N.O. (ONLY REO'D. IF WALL PER WF B/SD PER VVFOB/SD2 TYPICAL BUILT-UP STUD COLUMN DETAIL SHEATHING CANT BE INSTALLED 1 1/2'=V.0' PER W/F70/SD4) BOTTOM PLATE ANCHORS PER DETAIL 1"=r-0" END W/ PLIES FASTENED 314" IN F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO PER WFOfl/S02. FOUNDATION. 518' DIA. SIMPSON HIGH STRENGTH THREADED ROD MAYBE i SUBSTITUTED PROVIDE NUT & 3"x5 12'ki? PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHTENED - 2/3 TURN. COUPLERS NTH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 312" x 31/Z ENGINEEREDTHREA_ TOP OFDED ROD UTILIZED. EP XY ANCHOR TO SPREAD FOOTING USING S MPSON SETFXP EPDXY OR EOUNOUNDATION MIN. IT BELOW SECTION A -A LUMBER JACK COLUMNS. BUILDER ALTERNATIVELY USE A 3W DIA (OR 5I8• DIA HIGH STRENGTH) ONE ONE JACK COLUMN ON 0 EACH SIDE OF EACH CAST4WPLACE THREADED ROD W/3NT0 229• PLATE WASHER SANDWICHED THREADED ROD. p BETWEEN TWO HEX NUTS, MIN 6" BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS w 1?=ra OUT (2)2x4's EWE DISTANCE PER DETAIL Q 0.148' x T NAILS Z ' "I- W O a w i O V 0.148' NAILS a I DPP. SIDE CL DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT V CIC STAGGERED. OUTSIDE W1MJS NAILED AT &' or. OUTSIDE 2x s (3+) 2x COLUMN (2) 2. BUILT-UP COL. 2x BLOCKING W/ (2) 0.148SC31/4' NAILS @ EACH END - SIMPSONLSTA30VN - (22) 0.14HXT NAILS 2 (ALL CORNER ag CONDITIONS STRAP AROUND TALLER STUD) VI (2) 2x TOP PLATE - ATTACH 2x TO - BUILT-UP W/(2) ROWS OF 0.148".7 NAILS STAGGERED QWO.C. (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP 0 BEARING FRAME WALL 3/4'=V-D' FILLING AND BILKING WF07A ON NOTES & 0.131'x 2-1 rZ' VERTICAL BLOCKING & 2.4 SYP 92 RIBBON. AS READ W/ (2) ROWS CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO OF 0.148' z 31/4' @ i6' CONNECTOR LEGEND SEE GE01 FOR NAILS @ 4" O.C. LOW SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS RIBBONS ARE NOT NAILED TO EACH SHEET OUTLOOKER Ot__� INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. REQUIRED IF SOFFIT VERTICAL BLOCKING O.C. TO HEADER UNO CONV. FRAME OR 2X STUDS TYP. SHEATHINGVALLEY TRUSSES HAS BEEN DESIGNED W/ (3) P #2 VERTICAL NAILS. ATTACH JAMB STUDS CANTILEVERpER PLAN TO SPAN THE BLOCKING. SYP G. VERTICAL PER WFOB/SD2 PT. POST (A$ NOTED) OVERHANG DISTANCE, BLOCKING, NAILED TO DOOR OR IF THE DESIGN TRUSS OVERHANG W# BOTTOM PLATE OPENING EXT. AS NOTED PLANS SPECIFY (3) 0.131 W NAILS, ANCHORS PER DETAIL LAP BEAM PLVS AND NAIL ANOTHER METHOD OF WF07A ON NOTES& GABLE TRUSS AS SHOWN(5) 0.148'x3-1/4' SUPPORT. REFER TO WMBp®S13pMpt CONNECTOR LEGEND NAILS PER PLY MANUFACTURER5 BLOCKING @EVERY EXT. SHEATHINSPECIFICATIONS 8 SHEET /SP4BASE OF EA PT BASE PLATE ATTACH PER MTS20 CLIP FROM OTHER TRUSS (48' O.C. DESIGN PLANS. STUD U.N.O. SEE BEARING WOOD WALL NAILING SCHEDPOST TO BEAM MAXI STRUCTURAL SHEATHING WIND SPEED 5170 MPH: SCHEDULE ON NOTES & CONNECTOR (2) 0.167' , 31/T ATTACHED PER NAILING SCHEDULE EXTERIOR BEAM AS NOTED MULTIPLE VERTICALS & 7NC' BLOCKING @ EVERY LEGEND SHEET RIBBONS REQUIRED IF TO EA COMMOPLAN VIEW @ TOP OF POST OVERHANG EXCEEDS 2P OFF TRUSS (24' O.C. MAX) HEADER DETAIL NOTES: TRUSSG -P PT POST (AS NOTED) TRUSS BRG. & 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED CORNICE WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES2x4 #2 SYP COST. LEDGER AL (AS POST BASE PER CONNECTIONS PER GABLE TRUSS TO OP TRUSS CHORDS. NAIL TO WALL AB NOTED) PLAN CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS PLATE W/ SIMPSON DESIGN P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. MAIN SPAN FRAMING MEMBERS 24 SEE FOUNDATION PLAN HGA70 @ 46' O.C. 0.148'x 3-1 /4' NAILS @ 24' O.C. MAX 5/8' THREADED ROD w/ PLANS./ SOFFITS & OVERHANGS ROOF TRUSS IF MASONRY USE (2)1/4' TAPCONS FOR ADDITIONAL INFO NUT SET IN ADHESIVE PER DESIGN PLANS. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT DOUBLE TOP PLATE J UPLIFT CONNECTOR OR EQUAL @ 24' O.C. W/MIN. 1-1W 47 MAX. 77 MAX. +. FASTEN SOFFIT TO SP4 @ BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING EMBEDMENT. MAINTAIN 4' ENO CORNICE, EXTERIOR STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS PER PLAN (SEE SCHEDULE) DISTANCE & . EDGE DISTANCE II WALL, AND RIBBONS SHOWN ON STANDARD DETAILS. / SOFFIT OVER BEARING WALL EXTERIOR BEARING / LENGTH PER PLAN PER DESIGN PLANS OR SCHEDULEFOR TRUSS OR ROOF RAFTER MANUFACTURER'S MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND WALL PER PLAN �' IUI TTEN DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR OR TRUSS, SEE P WALL SIDE VIEW BASE OF POST $ EICIFICATIONS. HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE OR TRUSS, SEE PLAN TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES &CONNECTOR LEGEND $MEET. hcnsuT CABLE END AT VALLEY FRAMING CONN. TO WALL 1602 LEDGER @LOW ROOF 60 CORNER COLUMN FRAMING 16FO SOFFIT SUPPORT FOR OVERHANGS > 12" UPLIFT CAPACITY 0 HEADER TO STUD = 700# 1rr=1'40" 4. CONTRACTOR TO NAIL 19 KING STUD INTO HEADER PER HEADER SCHED. �� 3/4"=1'-0" 3/4'=1'-0' 3/4"=v-(r 1'=1'-0' THEN ATTACH ADDITL KINGS AS RED'D. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. V/ J LU NJ LL W Z (W V m Z h O ; H 2W m OJ 0446 X W z =a0 0 1- W W ZO Fa(A w v sTRucT: OP Q W CHECK TH 0 w JOB No. STAR-17145 SOLE: AS INDICATED w DATE: 07/1623 SD2 N 0 N 2X4 SYP N2 BLOCKING _ 0 48- O.C. MAX. W (3) 0.148S,3-11VTOE-N LS ROOF SHEATHING PER TRUSSES AT 24'O.C. ROOF SHEATHING, 0 EA END. REDUCE PLAN ATTACH PER TYP. NON -LOAD Z+(F4R(,gpRS TO FASTEN PER PLAN SPACING TO 24' O.C. Q NAILING SCHEDULE BEARING WALL PER SIMPSON DTC ®48' OT TR WALLS CARRYING ,H;F, PLAN. STUDS 0 24- O.C. ATTACH W/(6) x7 VS '. O.C. MAX. STUD OS S LOADS SUCH AS 0.131'x 2-12' NAILS OR SOFFIT, ATTACHMENT, CABINETS OR HEAVY SPACING TO BE (MAX. I W VERTICAL 8 REINFORCEMENT SHELVING 1 REDUCED DOVM TO GAP BETWEEN 12' 18" O.C. MAX. 0 LONG BLOCK & TRUS: PER ARCHITECTURAL SIMPSON DTC E EACH -- :...,A. LOCATIONS CARRYING BOTTOM CHORD/ DESIGN PLANS, HORIZONTAL BLOCK LOCATION, ATTACH LOADS SUCH AS TRUSS BLOCKING.) °" '�' CORNICE PER (8)0.131'x2-12"NI11LS CABINETS OR HEAVY>µ..,,.... SHELVING. T02B O.CTPACIN FOR 2x SCAB w/0.148'z T ARCHITECTURAL (MAX, k VERTICAL GAP NAILS 04' O.C. DESIGN PLANS. BETWEEN 17 LONG - "-'- HOLD TOP OF WALLS CARRYING PER - TRUSSES BLOCK & TRUSS NON -LOAD BEARING PER PLAN LOADS SUCH AS PLAN BOTTOM CHORD/ WALL DOOM TRUSS BLOCKING.) BELOW BOTTOMOM O CABINETS OR HEAVY OF SHELVING TRUSS CONNECTION 2x BLOCKING x 12' TRUSS BOTTOM 2x BLOCKING x 12' LC PER PLAN LONG 0 HORIZONTAL - CHORD. 0 TRUSS LOCATION 2. FRAME WALL PER BLOCKING LOCATION FOR CUP ATTACHEE PLAN FOR CLIP 048' O.C. ATTACH Tt SEE ELEV. FOR ATTACHMENT. ATTACH - WALL SINGLE TOP O.H. SIZE TO WALL SINGLE TOP - PLATE WIMIN. (4) PLATE W / MIN. (4) 0.131'x 2-12' NAILS. CONDITION @ FRAME WALL 0.131'z 2-12"NAILS. SINGLE 2x TOP PLATE SINGLE 2x TOP PLATE (F TYPICAL SCAB OVERHANG NF2 NON -BEARING WALL (PARALLEL TRUSS) 3/4'=1'6' 12"=I'-T 2.6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 0148..3. 148'z3' I NAILS 0 EACH END (rYP.) 24 RAFTER TO 2,8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIOTH) PLATE THRU O.S.B q SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS L BELOW W/ 1/4"z4-12" SIMPSON SDS SCREWS 2.6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2z6,e024• O C. MAX. FIELD FRAMED VALLEY DETAIL Pen ' (2) 2X TOP PLATE (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN - FOR LOCATION 2x BLOCKING w/ (2) 0.148' z 3-1 W TOE -NAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 0.148' 3-1/4' 0 24' O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR FLOOR SYSTEM DIRECTION & MORE INFO FLOOR BEAM SEE -� PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 2x4 BLOCKING W/ (2M.148- X 11M' TOE -NAILS EA END AND(2) 0.148•x3-1/4' NAILS TO Ef STUD 12"=1'-0' PRE ENGINEERED TRUSSES 0 2C O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE P AN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SHEATHE ROOF PRIOR TO OVER FRAMING. 7� J� - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO ZK PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131"x 2-10 NAILS) 0 EA. RAFTER TO PLATE CONW 3/4" FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN.1-1/8' THICK OSB RIM BOARD. ATTACH TO -� EACH JOIST FLANGE W/ (I)- 0.131" x 2-1/7 NAIL. HGA10, CENTERED BETWEEN EA. FLOOR JOIST, AND SPACED NO MORE THAN 24' O.C. SCREW W/ (3)-i/4' x 3' SDS SCREWS TO 2x PLATE -BLOCKING & (4}1M' x 1-12• SDS SCREWS TO RIM BOARD. PLATE43LOCKNO: MIN. Zx4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA FLOOR JOIST. NAILED TO DOUBLE TOP PLATE W/ 0.131' X 3' NAILS 0 6" O.C. & 7 FROM EA. END. 0 M ] IJOIST PER PLAN. -� R ELEV. -/ 2, 92 SPF STUDS 16' 2,(TO31'z3" , kJOISTS EA.IJOIST BE DOUBLE 0 2x TOP PLATE IPLATES PER PLAN, BEARING ON O.C. w/ E P SHEATHING DOUBLE 2z TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER FLOOR -TO -FLOOR CONNECTION NAILING SCHEDULE WFIDI504. IF WALL SHEATHING ISNT CONT. LSTAIS STRAPS ARE REDO FROM STUDS TO FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST GIRDER BELOW 16' FROM THE EXTERIOR STUD FACE.... IF TRUSSES ARE ....OTHERWISE, ADD FLOOR -BLOCKING BETWEEN THENEXT FLOOR JOIST, SPACED MIN. 1'4• PARALLEL TO WALL, 2x4 0 24' O.C. MAX, W/ R} 0.131' X T TOE -NAILS N2 SYP CONT. WN (2) TO TOP & BOTTOM CHORDS EA. END. WC FLOOR SHEATHING PER 0.148'x 3-IW NAILS AT (6H0.131' z2-1/7NAILS:FLOOR FLOOR FRAMING NOTES. EACH STUD SHEATHING TO EA. PIECE OF ROOF SHEATHING FLOOR -BLOCKING. ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4'=V.0* 1-IM' O.S.B. RIM BOARD OR IJOIST FLOOR -BLOCKING SPACED ®24' O.0 MAX MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2} 0.131' x 3" TOE -NAILS. HG410, CENTERED BETWEEN EA. PIECE OF FLOOR -BLOCKING, AND SPACED NO MORE THAN ` It2CO.C. SCREWW/(3}1/4"X3"SDS SCREWS TO 2z PLATE -BLOCKING & (4)-1/6 z 140 SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PLAN. (4)­ 0A31• X 3- TOE -NAILS EA. PIECE OF FLOOR6LOCKING TO DOUBLE 2x TOP PLATE. PLATE411.10p01l MIN. 2t4 SYP#2 PLATE-SLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE W/ 0.131"x 3' NAILS 0 6 O.C. & 2' FROM EA. END. 52 FLOOR -TO -FLOOR CONNECTION (PARALLI I (2) 0.148"xS-114" NAILS 0 EACH STUD 2.4 STUDS 0 is- O.C. 12'GYP. BOARD SIMPSON H1GA0 EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW W# 11' END LENGTHS & (18) 0.131'x2-1/I NAILS 2z BOTTOM PLATE. ATTACH TO DOUBLE TOP PLATE W/ (2) IWX 12'SDS SCREWS 012" O.C., STAGGER ROWS 6" 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE �ANCHORS [�F73j BRACING @ 2 STORY FRAME WALL r=r4r EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 2x BOTTOM PLATE PER PLAN. (2)-0.131' x 3' NAILS; 2X BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). 0.131' z 3" NAILS 0 4" O.C. & 2' FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131' x 2-12' NAILS 0 3" O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIO/SO4 FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. - 0.131' x T NAILS: RIM BOARD TO2x PLATE -BLOCKING 06' O.C. & 7 FROM EA. END. & EA SPLICE. - DOUBLE 1, TOP PLATE PER PLAN, ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): Vu\T = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF 1 12'=1' T EXTERIOR WALLSHEATHING PER DETAIL WF101 SD4 21BOTTOM PLATE PER PLAN. (2} 0.131' X T NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). �- 0131'X T NAILS O 4" O.C. 87 FROM ENDS AND SPLICES; 21, BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. MIN. 1-1/8' THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (1 } 0.131- X 2-M7 NAIL TOP & BOTTOM. SPUCE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)-ROWS 0.131'x 2-1/2'NAILS O TO.C. ABOVE ANDBELOWSPLICE. REFER TO DETAIL WFlW SD60R ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM \MATCHING SIZE AND SPECIES OF COLUMN ABOVE. 0.131- X T NAILS: RIM BOARD TO 2z PLATE-BLOCKNG 06- O.C. & 7 FROM EA. END. & EA. SPLICE. DOUBLE 21 TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF 7V_ =150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 648 PLF 1 12'=1'd SHEATHING CONT. TO 2x4 BLOCKING W/ (2) 2n1 STORY WALL 0.182"ri12" NAILS 0 BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS 0 SCHEDULE EACH DIAGONAL BRACE AS SHOWN. - FASTEN ROOF SHEATHING TO N BLOCKINGWA 0.131-X2-1/7 NAILS 0 6' O.C. (5) 0.167040 NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 0.162'x3-12• NAILS EACH DIAGONAL BRACE, O.S.B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE IAA (MIN.) 2. LEDGER TO UPPER 2X1 SIP N2 DIAGONAL FLOOR WALL W/ BRACE 0 4T O.C. MAX. 1/4'. Ir • SIMPSON 45' FROM SDS SCREW 016' O.C. HORIZONTAL BRACE (2) 2x4 TOP PLATE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP 12, OR P.T. IF IN CONTACT MATH LEDGER MASONRY B SPACED CONNECT7-D NOT MORE THAN 24"0. BELOW, S ROOF SHEATHING AS REQUI AND NAILING PER SEE PLAN PLAN WALL TYP MIN. 2X4 SUB FASCIA SPECIFICATIONS SLOPE CUT AS REQUIRED. FASCIA PER DESIGN FASTEN EACH ;;crIS ran MEMBER, EACH ADDITIONAL INFORMATION END, WA (3) 0146" NOT SHOWN THIS DETAIL TOENAILS MAX 1'-0' MIN. (5) 0.148W NAILS LEDGER TO WALL CONFECTION AT EACH INSTALLED LEDGER MEMBER: CMU: MIN. (2)1/4- TAPCONS W/ 1-1/4- EMBEDMENT INTO CMU 0Is- O.C., 1" EDGE & 4" END DISTANCE FRAME: MIN. (2)1/4" SDS SCREWS W/ 1-12" EMBEDMENT 0 16' O.C., V EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS D2 BROW FRAMING DETAIL MAX. 1'-0" O.H. 2. RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION SIMPSON LSTA18IF USED IN LIEU OF COLLAR TIE 2, COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER 3RD OF ATTIC SPACE ATTACHED TO RAFTER W/ (4)0.131' x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK WRAPPED OVER RAFTERS 8 FASTEN W/ (7) 0.148" z 2-12' NAILS TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE. SPACING & SPAN INFORMATION CONVENTIONAL DORMER RAFTERS r=r47 MIN. 2X8SYP N2 LEDGER FOR CONVENTIONAL FRAME AND MIN 2.6 SYP N2 FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDS W1(2)1/4' x 4-12' SIMPSON SDS TYP. NON -LOAD SCREWS 016' O.C. BEARING WALL PER MAX.; TO GABLE END PLAN. STUDS 024" STUDS W/(2) O.C. MAX. STUD I/4' x 3-12" SIMPSON SPACING TO BE SDS SCREWS 0IW REDUCED DOWN TO O.C. TO MAX:W/ 18' O.C. MAX. 0 MASONRY D16 P.T. LOCATIONS CARRYING SYP 12 LEDGER W/(2) LOADS SUCH AS 1/4'x 3-1/4'TAPCONS CABINETS OR HEAVY 017 O.C. SHELVING. FOR CONVENTIONAL FRAME USE SIMPSON LRU26Z W/ (9) 0.14813- NAILS OR FOR PRE-ENGINEERRED TRUSS USE SIMPSON HGA10 USING (8)-1M'x 1-12- SDS SCREWS Z SHEATHING PER PLAN O 4 MIN. Zia SYP 02 u RAFTERS OR 214 SYP 02 PRE-ENGINEERED 12ROOF 5® Oo 24' O.0MAX.. MAX. a PLAN j Qq r(ONV. FRR3�NA+1S�ilI CONY. F L SIMPSON LUS ExT. WALL / TRUSS (6) 0.148'x 1-11 HOLD TOP OF L 2.4 SYP #2 LE � TUD NON -LOAD BEARING BEAM W/(2)1 SDS WALL DOWN BEARING 016. O.C. MAX,ii6 TUDS �j2) 1 /4' x 312' SIMNiBf1 0 18' O.0 BELOW BOTTOM OF MAX.; TO MASOlMlfWH 02 LEER 0 TRUSS BOTTOM CHORD, W/ 114• x 3-1/4' : Z w DO TYPICAL SHED ROOF DE :+-, ? PLYWOOD CRICKET 2' RAKE W/FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAYERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3/4'=rV' NOT USED (Ceiling Attached b Rafters) Live Load = 20paL Dead Load = 20pf,, USw=240, FIxble Fi an, /includins G bmrdl SYP#2 RAFTER SPANS SPACING (in.) 2x4 (fttin.) 2x6 (fttin.) 2x8 (R-in.) 2,00 (ftin) 202 (ft4n ) 12 941 136 17-1 20-3 23-10 16 76 116 146 176 20-8 19.2 7-1 106 /36 1" 18-10 24 64 96 12-1 144 16-10 NOTES: 1) Span Shall be measured along Ow horizontal projection of the rafer. 2) Rafr overhangs shall not exceed the baser of 1/3of 4, rafter span or2 feet CEILING JOIST SPANS SCHEDULE (Uninhabitable Atlfcs Wtltow Sbage) Live Load = lop". Dead Load = Spat, USLL = 240. Ftaxble Finial, (including G-an board) SYP#2 CEILING JOIST SPANS SPACING (in.) 2X4 (fttin.) 2.6 (ft-in.) 2x8 (Itin.) 2A0 (fttin.) 12 11-10 1B6 24-7 2D6 16 lo-9 1s-11 21-7 2S7 192 10.2 15.7 19-8 23-5 24 9J 13-11 177 20-11 NONSTRUCTURAL ELEMENTS NOT SHOWN THIS'jL FLAY CLARITY. REFERTO DESIGN OR ARCHITECTURALP p ROOF SHEATHING & NAILIN6 PLINIRbilill! lc, R e NOTES. ROOF TRUSSES PER PLAN. U.N.O. ON FRAMING PLAN: (2}6' �� SIMPSON SDVVC15600 SCREWS EA " TRUSS TO TOP PLATE. REFER TO r '-�� DETAIL 5/SDW C. I PL,o PIz MIN'12" GYPSUM WALLBOARD i1 OVERHANG 8 CORNICE PER DESIGN s0-j CEILING PER PLANS. FBCR702.3. 2x SYP#2 SUSFASCIAW/(3}0.131"x I CEILING IS NOT 3" END NAILS TO EA. TRUSS (U.N.O.) DESIGNED AS DIAPHRAGM. DOUBLE 2, TOP PLATE. REFER TO DETAIL i WF07/SD2. (3)- 0.131' x T TOE OR END NAILS, p EA. STUD TO TOP PLATE. (1)- 6" SIMPSON SDWC75600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF70/ SD4 f U MID -EIGHT 2X BLOCKING, MATCHING SIZE & i SPECIES OF STUDS. NAILED BETWEEN STUDS < W/(3}0.131"X 3'TOE OR END NAILS. w x 2x STUDS, SPECIES AND SPACING PER10 O FRAMING PLAN. SIZE PER DESIGN PLANS. 0 MIN. 1t2 GYPSUM WALLBOARD PER 0 FB.--.3. m O 3/4" FLOOR SHEATHING PER FLOOR u FRAMING NOTES. ru (3)-0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. N FLOOR TRUSSES OR JOISTS PERA w - FRAMING PLAN. REFEft TO DETAILS WS20 AND Z Ix\ D RAFTSTOPPING WS21 ON THIS SHEET FOR O WHERE FLOOR -TO -FLOOR CONNECTION U REQUIRED PER INFORMATION. O FSC-R 302.12 Phi PIZ __'DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SO2. (3)- 0.131' z T TOE OR END NAILS, EA. STUD TO TOP PLATE. Z MIN. 12" GYPSUM WALLBOARD CEILING PER FBC-R302.13. EXCEPT WHERE S18' TYPE X O Q GYPSUM WALLBOARD IS REQUIRED PER O FBC-R302.6. CEILING IS NOT DESIGNED AS A i DIAPHRAGM. p EXT. WALL SHEATHING PER DETAIL WF10/ SD4 a z MID -HEIGHT 2. BLOCKING, MATCHING SIZE & a SPECIES OF STUDS. NAILED BETWEEN STUDS no W/(3).0.131'X T TOE OR END NAILS. Qo / p Z 2. STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. r MIN. 12' GYPSUM WALLBOARD PER FBC-R7023. (2} 4-12• SIMPSON SDWC15450 SCREWS. 0 INSTALLED PER DETAIL 10/SDVuC; EA. STUD TO BOTTOM PLATE. p w (3)-0.131' z 3" TOE OR END NAILS; EA, STUD TO 0 BOTTOM PLATE. y 2. P.T. BOTTOM PLATE, C. ATTACHED TO FOUNDATION PER DETAILWF07A/NOTES AS - FS B CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. H ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6). MAX. IN -PLANE SHEAR: 192 PLF 5 MAX. UPLIFT442 PLF Ns TYPICAL TWO STORY EXTERIOR WALL -I JOIST w 9 U) 18 J J� < w� on W 0 J = f Q H . w j Q sQ I•L) f W 0 g� a m C Z to 01 EI wz Oil -- 2 Q Z - 1- yLa 3 r O - MWO Fill- CTURALENG: TH S STRUCT: DP S tK Cf£p(: TH p w JOB M. STAR-1]145 Ia-: AS INDICATED a -: DATE: 0711623 SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESfGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _WINDOWJACK STUD COLUMN PER PLAN. MIN. - (2)- 2x SYPI2 STUDS EACH. TSIMPSON SDWC SCREW INTO NARROW �-- �-� (1}T SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL FACE OF EACH STUD (SIMILAR TO DETAIL 1&SOwC) (TWO SCREWS TOTAL). 13/SDwc) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF 1' MAX. SCREW. NAIL TO JACK STUDS W/ MIN(4}0.131" x 3" NAILS. FLOOR SYSTEM PER PLAN. Y i ` SI$] +� / .1 EA OF//MSCREWS:ONEGN EACH SIDE OF COLUMN W// MAX. I* FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. BETWEEN COLUMNS. �T.O.P OF PLATE I �R Y PER PLAN DOUBLE 2x TOP PLATE PER PLAN. 1 I MIN. (2} 2x SYP&2 STUDS MATCHING SIZE OF 1 (2)-6" SIMPSON SDWC SCREWS INTO NARROW COLUMN ABOVE, CENTERED BELOW JACK STUD FACE OF STUD COLUMNS (SIMILAR TO DETAIL COLUMN. . ` I=OWC)(4 SCREWS TOTAL. UPLIFT CONN. CAPACITIES: (2)SDWC16600: 9 WD/COLN. S OwF2r24§: 141 Bk/COLN. COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK & KING STUDS PER PLAN. LICE)? STUDS. MIN. (4} 2x STUDS. (1}E1IT SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) DETAIL (TWO TOTAL) SIMPSON SDWC SCREWS INTO MADE I �(2}41/2 ER13/SDWC) WC) FACE (PER DETAIL 70/SDWC) DETAIL FLOOR SYSTEM PER PLAN. (2} SIMPSON SDWF2724TUVJ SCREWS EACH SIDE OF COLUMN WIMAX. I -FROM EDGE OF SOUASH BLOCKING WITHIN FLOOR SYSTEM 1WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OFPER A PUDOUBLE N TOP PLATE PER PLAN.(i}T SIMPSON SDWC SCREW INTO WIDE FACE (1} S' SIMPSON SONC SCREW INTO WIDE FACE (PER DETAIL IWSDWC) OR NARROW FACE (PER (PER DETAIL 7CISDWC) OR NARROW FACE (PER DETAIL 13�SDWC). L__J DETAIL 13/SD1NC). COLUMN PER PLAN, ALIGNED WITH COLUMN (1}6 SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- Zx STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDNC) (2 SCREWS TOTAL). UPLIFT CONN. CAPACITIES: (S0 COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)3OWC15600: 18" (6)SDwC15450: 1970& DWF2724: 2832k i 3' 1-117 E A 27 3 to D E OPENING PER PLAN. E E e C ........... ......... •FLOOR SYSTEM E A E OPENING PER PLAN. E D FULL PANELS WHERE PANELCUTTOFIT PERMITTED BY OPENING SIZE BUILDING LAYOUT. in 2 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN, 15IJ2' EXPOSURE 1 OR 7116'STRUCTURAL 1 & EXPOSURE 1 RATED SHEATHING. EMERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY. REFER TO CLADDING MANUFACTURERS WRITTEN SPECIFICATIONS AND/OR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. 2. 1/8' MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 1AP MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 10 GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-18" THICK WOOD STRUCTURAL PANEL (O.S.B.) RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS, IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SRAOIC TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN(S) AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. fONAILEXT.WALL SHEATHING TO DOUBLE TOP PLATEW/R} ROWS0.131'x2-7? C NAILS • 3" O.C. STAGGERED 1-1? 3'OC i (-1?STAGGER EXTERIOR WALL SHEATHING / e 1 TYP. NAILING AT DOUBLE TOP PLATE COLUMN, OR JACK& KING STUDS PER PLAN. UPSET HEADER (1)-4(? SIMPSON SDWC SCREW INTO NARROW MIN. (4} 2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL INSOWC) IT1NO SCREWS TOTAL) (2C41? SIMPSON SDWC SCREWS INTO WIDE _ (2}41? SIMPSON SUNG SCREWS INTO WADE FACE (PER DETAIL (0/SDWC) .1 �FACE (PER DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. I / I`C i (2} SIMPSON SOWF2724TUW SCREWS EACH SIDE OF COLUMN VW/ MAX. 1' FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM � WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE �I PER PLAN DOUBLE 2t TOP PLATE PER PUN. \ HEADER PER PUN. ,` (4)-T SIMPSON SDWC SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL 110 O.C. (SISDWC), SPACED AT 1-(? O.C. & CENTERED ` TYP, UNDER COLUMN ABOVE. COLUMN, OR JACK & KING STUDS PER PLAN. DOWNSET HEADER MIN. (4} 2x STUDS. (1)- 41? SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO (2)-E1? SIMPSON SDWC SCREWS INTO WIDE DETAIL I3/SDWC) (TWO SCREWS TOTAL) FACE (PER DETAIL 10/SDWC) i r11 r` FACE(?SDWC SCREWS INTO WIDE FACE (PERR DETAIL DETAIL 10/SDWC) FLOOR SYSTEM PER PLAN. / I (2)- SIMPSON SDWF272ETUW SCREWS EACH ,( SIDE OF COLUMN WI MAX. 1- FROM EDGE OF SQUASH BLOCKING WITHIN FLOOR SYSTEM / `� WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PLAN. / I Ilk- Z M - 1' (4)-T SIMPSON SDWC SCREWS INTO NARROW MIN. 4 2x SYPf2 CRIPPLE STUDS MATCHING (} FACE OF CRIPPLE STUDS AT TOP & BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL 13/SDWC). COLUMN. CRIPPLE LENGTH TO BETMIN. HEADER PER PUN. \ OR STUDS SEE PLAN SEE PLAN FOR MORE INFORMATION SEE FLOOR FRAMI PUN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WN 0.148"X 3.1 W SINK (2) 2x TOP PLATE 2x 1ST FLOOR STI SEE PUN FOR MI INFORMATION FOUNDATION PEF PLAN SFLOOR STUDS WITH IMPPON MSTC402ND FLOOR STUDB TO 1ST 2) 0148"X SAW SINKERS ATTACH 2x STUDS WB 3`2x STUDS (2) 0.187X 3117 NAILS �yX �• • ® 6. O.C.•••• CALIFORNIA SIMSPFLOOR N STUMSTDS T4PER o p FLOOR STUDS T,.Y FLOOR STUDS W,,,� • (� 0.148"X3-1/4'SIN'• (3) 2x BUILT UPZ COLUMN ATTACNAILING SCHEDATTACH Z, STUx/� Z(2) 0.162'X 31?)TU� Q T o.c. STANDARo cowJ� • w ALTERNATIVE STRAP: -'/ •••••••••M (2)- CS20 COIL STRAPS COLUMN TO COLUMN WI MIN. TEND LENGTHS & ! O (14).0.13i' x 2-10 NAILS EACH E1 Q O PROVIDE SOLID BLOCKING WITHIN ! p O FLOOR SYSTEM. HTT4 W/ 5A3" ALL m ATTACH 2z TO THREAD ROD, 7" MIN. QO STUDS W/ (2) ROWS EMBED. W/ SIMPSON OF 0.162'X 3117k4 SET EPDXY OR EQ. O NAILS Q 6. O.C. CALIFOWIIA CORNER AA ATTACH COLUMN W/ (18) 0.148" X 2-1? NAILS r 50 COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT CONN. CAPACITIES: (4)SDWC15B00: 1e 2-STORY CORNER FRAMING ATTACHMENT -FRAME (6),SOWC154% 1970k 2 OWFT7242532Y rrr-r� 3/T `.. 38 NAIL EXT. WALL SHEATHING PER PLAN 0 NAIL WALL SHEATHING „s r � / i ATTACH PER NAILING O SHEATHING AT VERTICAL PANELS TO RIM BOARD i � i 2z STUDS ,SEE / PANELJOINTS EDGE SCHEDULE W/(2}ROW6o131^x �� f FRAMING PUN FOR z NAIL SHEATHING / / NOTE: NAILING WI0.131'x 2z BOTTOM PLATE WI O ZZ 2-(? NAILS Q 3" O.C. TO EACH SPACING AND GRADE WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB STIRS BETWEEN O n STAGGERED 1-1?. U ��\ 2-1? NAILS @ TO.C. (1) SIMPSON SDWC Li INTERMEDIATE TO VERIFY YSIZ PLAN WINDOWS CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND S • • 'O STUD IN THE O MAINTAIN. STAGGER TO EDGE TO VERIFY SIZE & S' F SCREW T O.C. ) MAINTAIN MIN. 3/4"FROM � O o < �i. / EDGE OF PANEL C BOTTOM AND EACH SIDE OF OPENING W/ A3/ CUPS TO TRANSFER (A le OF PANEL STAGGER q fIELOj WI'LS �(O Jk' NAILING ON EACH SIDE 3/4'FLOOR SHEATHING &T FROM ENDS AND LATER�� u t A • ' z2-(?NAILS ;"O ` OF PANEL JOINT. ATTACHED PER FLOOR SPLICES. R - 1 INSTALLED TO CENTER K O ,'? TOC AT 17 'm �" SIMPSON LSTA2d SOLID SHEATHING O NAILING NOTES HEADER O C. OF RIM BOARD BELOW STRAP W/ (22)0.14T X SHEATHING SPLICE AT THE LL Y j - J MAINTAIN 1/B' GAP 3• NAILS. BEND STRAP SIMPSON SP4 W/(6) p MID -HEIGHT OF RIM / �x' OVER TOP PLATE MAX. e<< 0.(4T x1-1? 24"O.C. 2 O ♦ 3' ♦ BETWEEN PANELS USE SPB 2x6 STUDS BOARD. MAINTAIN 1? GAP RIM BOARD BLOCKING � / / ` A 3. THEN RUN DOWN m 1-1? BETWEEN PANELS. j MIN. N STUD CENTERED 24' O.C. MAX. FACE OF JAMB & BPS 2x8 STUDS O ATTACH TO DOUBLE - 3; STUDSHEADER. ) y ec ON VERTICAL PANEL /i 1 �♦ • • ,•_ EXTERIOR WALL / "� JOINT.TOP PLATE USING (1) ONLY REDID IF WALL ,�•, / i•.ii •� SHEATHING / \( Q O ,\a1�` SIMPSON Aid (2) 2x SPF TOP PLATE EXTERIOR WALL RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PUN . . . "I'�� SHEATHING MANUFACTURER. INSTALLED AS /" (MAX)1401S24"O.C. ATTACH TO EACH JOIST INDICATED) HEADER-SEEAND < TYP. PANEL SPLICE AT WISP RIM BOARD TYP. VERTICAL EDGE &FIELD NAILING MAX) FLOOR PUN FOR MIN. O l) EXTERIOR SHEATHING HEADER SIZE & REG'D FLANGEW/1 0.131'x ATTACH RIM BOARD TO BEAM 2-12" NAIL 1-1?-14T 1-i?-1 -0' BELOW USING (1) SIMPSON (1) ROW 0131' x 2-1? TO BOTTOM OFF FFROM TOP OF ALOOR JAMB STUDS i ENOSA351TLIC.MAX&TFROM NAILS 03"O.C. WALL SYSTEM (RIBBON / x �' +.: -.. • f. • 'y • • • ,• • ENDS &SPLICES SHEATHING TO BEAM) ATTACHED PER -'► • v ' BEAM OR FLOOR NOTE: REFER TO RIMBOARO NAILING SCHEDULE IF GIRDER PER PLAN `- IF HEADER IS UPSET V (2)ROWS 0131'x 2-1? SHEATHING CAN NOT HTT4W/5/8•ALL THREAD ROD. 7' MIN. EMBED. VW SIMPSON (3) 2x BUILT UP STUD SET EPDXY OR EQ. COLUMN ATTACH PER ATTACH COLUMN WI WFOSIS02 (18) 0.148' X 2-117 NAILS ATTACH 2x TO BUILT UP STUD COLUMN WN (2) ROWS OF 0.162"X 3-i? NAILS Q S" O.C. STANDARD CORN62A-A NAIL EXT. WALL SHEATHING TO HEADER WA 0.131' x 2-1? NAILS Q T O.C. TOP & BOTTOM MAINTAINING 3/4' EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W/ (6C 0.131' x 2-10 NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PUTT W/ 0.131' x 2-1/7' NAILS Q T O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0.131'x 241 NAILS Q TOP & BOTTOM. &THEN T O.C. JOIST MAIN SPECS I FORRBLOCKING EQUIREMENTS NAILS Q 3' O.C. WALL SHEATHING BE INSTALLED AS INDICATED, AND WINDOW IS LOWER :(1)2x SILL O PLATE W/(2)0.148'x3' p BOTTOM OF BEAM BE CONTRACTOR TOE -NAILS. EXT,1. PARALLEL TRUSS TO DROPPED BEAM INSTALL LSTA24 & & LSTA30 AS SHOWN HEADER OPENINGS LESS THAN 4FT:(7)1, 3 3/4"=1'-0" SILL PLATE W/ (2) w (2) 2x SILL AT WINDOW 0.148" x 3" TOE -NAILS. W/ 2x CRIPPLE STUDS AT EA. END NAILED TO OPENING LARGER THAN 4FT: (2) 2. SILL I STUDPACKW/0.148"x PLATEWIA35CLIPS i 3" NAILS Q T O.C. --.. EACH BIDE W/ 2c O THEN STUDS 1T CRIPPLES Q IT O.C. O.C. ATTACH SILL WI W/ (2) 0.148x 3• J TOE -NAILS AT EA. END TOE -NAILS T&B O (PLYWOOD SHEATHING OF SILL (MAX OPENG REDID T&B) w WIDTH 4'4r), USE A35 x CLIP AT EA. END FOR o OPENINGS GREATER THAN 4' BUT LESS F EXTERIOR WALL AIL EXT.O WALL SHEATHING SILL PLATE WI THAN 8 LLSHEATHING ii0.131'x 2-1/2 NAILSQTO.G\ 1 /� / / �� • Oxx U • • / SIMPSON LSTA30 w NAIL EXT. WALL SHEATHING TO CRIPPLE .O STRAP CENTERED Z i� low .V FRAMING W/0.131'x2-1?.C. NAILS QTOPS BETWEEN COLUMNB T O BOTTOM, & THENOAT PANEL EDGES & 1T O GIRDERMEAM BELOW y O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS, M W/ (22)0.14T X 3' SEE FRAMING PLAN O REFER TO DETAIL (0). ` NAILS. (ONLY REDD IF FOR FLOOR - 3/4•t--'""•-� '"•" '• WALL SHEATHING CONNECTION • 2x 80TTOM PLATE / CANT BE INSTALLED NAIL EXT. WALL • .� • • O 3' O.C. PER PLAN • • AS INDICATED) I SHEATHING T02z BOTTOM PLATEWI MAINTAIN (/&'GAP • � •' `\•" • • •'���` � FLOOR GRIDER OR FOUNDATION PER PLAN. 0.131'X2-1?NAILS BETWEEN SHEATHING BEAM h Q T O.C. MAINTAIN AND FOUNDATION OR 3/4" TO PANEL EDGE. MASONRY. Z TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING &NAILING AT OPENINGS NOT USED HEADER CONNECTION @ 2nd FLOOR HIGH BM w jr 1-1?=1'47 3/4'=1'.O' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. sI STRUCTURAL ENO: TH 1 y OC LNEd(: TH O w JOB No. STAR-17145 i BGIE: AS INDICATED w DATE: 07/16rC1 S D4 C" N N 0 I ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24) SCREW @ 24' O.C. MAX, MAINTAINING W FROM ENDS AND SPLICES bA SYP12 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM BOARD W/(2 0.131'x 3'NAILS @XO.C. FLOOR43LOCVJNG SHALL EXTEND INTO FLOOR SYSTEM AT LEAST IT FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOORSLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 2P O.C. MAX, W/ (2)-0.131' x 3' TOENAILS TO TOP S BOTTOM CHORDS EA. END. W/ FLOOR SHEATHIN (6)-0.131x 2-12' NAILS: FLOOR PER FLOOR FRAMING SHEATHING TO EA. PIECE OF FLOORaLOCKING. NOTES. FLOOR4111.00IONO: 1-1/B' O.S.B. RIM BOARD OR IJOST FLOOR -BLOCKING SPACED @ 24- O.C. MAX, t`\\ MATCHING FLOOR DEPTH. NAIL FLOOR43LOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2).0.131' x W TOE4IAILS. I FLOOR JOIST OR PER PLAN. — (4).0.131-X 3" TOE -NAILS EA. PIECE OF FLOORSLGCKING TO DOUBLE Zx TOP PLATE, PL.ATE43LOQIDNO: MIN. (2)-2x4 SYP02 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ W SIMPSON SOS SCREWS @ 4- O.C. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1(P=1'-0" EXTERIOR WALL SHEATHING PER DETAIL WF101 SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 21 BOTTOM PLATE PER PLAN. (2)-0.131' X 3' NAILS; 3 BOTTOM PLATE TO EACH JOIST (AT 2T O.C. MAX). (2)-0.131' x 8 NAILS @ 3' O.C. & 2 FROM ENDS AND SPLICES; 2z BOTTOM PLATE TO RIM BOARDRIM BOARD BLOCKING. CENTER NAILS ON RIM BOARDIRIM BOARD BLOCKING. MIN. 1-VW THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/(if 0.131- X 241 NAIL TOP& BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131'x 2-1/2"NAILS@ 3'O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFM SDWOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. (2) 0.131' x 3' NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 3' O.C. & 2' FROM EA. END. & EA. SPLICE. DOUBLE Zx TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6): WtT = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), 108D PLF (1 ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 10 GYPSUM WALLBOARD CEILING PER FBCR702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- 6' SIMPSON SDM1500 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN. 112"GYPSUM WALLBOARD PER FSCR702.3. (2)-4-1? SIMPSON SDWC15450 SCREWS, — INSTALLED PER DETAIL 10/SDW/C; EA STUD TO BOTTOM PLAT 3/4" FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 1/2' GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE SM* TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBCR302.6. CEILING IS NOT DESIGNED ASA DIAPHRAGM. (1}6'SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2x P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX ASSEMBLY ALLOWABLE CAPACITIES (LDF =1.6) MAX. IN -PLANE SHEAR: 0PPLLFF (2ND (1T O MAX. UPLIFT: 442 PLF HIGH SHEAR TWO STORY EXTERIOR WALL ROOF SHEATHING & NAILING PER ROOF NOTES. 2. By VERTICAL BLOCKING BETWEEN EA. TRUSS. (1)-T SIMPSON SDWC SCREW TO FROM TOP PLATE w F TO BLOCKING ON EA. END (TWO SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO U BLOCKING WITH RSRS-01 (0.113'x23/B') RING SHANK qq NAILS @ 4' O.C. MAX. 5 U.N.O. ON FRAMING PLAN: (2)-6' p SIMPS T TOPPLATE SCREWS E0. TRUSS TO TOP PLATE. REFER TO ! / --� ;DETAIL 5/SDWC. Z l f I 1 Vyl` OVERHANG dCORNICE PER DESIGN a��_(��p, •��• -- PLANS. �•� w >a� ' O @a♦ �� �� 2x SYPY2 SUSFASCIA WI (3)- 0.131' R\ 3' END NAILS TO EA TRUSS (U.N.� DOUBLE 2x TOP PLATE. REFER TO DETAIL TOE OR END NAICT,+ EA STUD TO TOP PLATE EXT. WALL SHEATHING PER DETAIL WF1D SB , , . O • J$• �W Qn ALL PANEL EDGES SHALL BE NAILED PER 'iV 0 SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 / %@� a !. O i' MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS @Oi*@e ✓ W/ (3} 0.131' x 3' TOE OR END NAILS. p 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (3)- 0.131" x 3" TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. t11� REFER TO DETAILS M107 (FOR (JOIST) OR I W/S125 (FOR FLOOR TRUSS) ON THIS SHEET iqEA. FOR FLOOR -TO -FLOOR CONNECTION INFORMATION. �1,4!�}FLOOR PLATE ---- riR PLAN DOUBLE h TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131" x 3' TOE OR END NAILS, STUD TO TOP PLATE. 3/4'=1'47 EXT. WALL SHEATHING PER DETAIL WFIU SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL VW10 MID -HEIGHT 21 BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ 13} D 131"x 3 TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-1/I SIMPSON SDW/C15450 SCREWS, INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. (3)- DA31- x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. _B ELEVATION m C Z U) O 2m0 EI =az - ra3 - 0�o xUA0 IL IU) 4 • Pu a CHECK: TH 0 w JOB No. STAR-17145 N t SCALE: AS INDICATED w DATE: 07/1623 U SD5 M N 1= (V COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 4'-0' * HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING NO PENETRATIONS) STUDDED COMMON TRUSSES 17 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344IS USED), SEE DESIGN PLANS. GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.17 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1!P GYPSUM WALLBOARD PER UI3731PW1. U33M`W{ U347IPW4, OR V344PMEACH SIDE OF PARTY WALL FASTENED USING MIN. 54 (O.OW x 14 V LON(L 15/f4 HEAD) COOLER NALB OR No. a TYPE w DRYWALL SCREWS (MIN. 14W LONG), ALL FASTENERS SHALL BEINSTALLEDQMAX41.04 6ALLSt1PPORTED EDGES & 1r o c. IN FIELD (3)0.131• X S TOE OR END MAILS, EA STUD TO BOTTOM PLATE. FA SIDE OF PARTY WALL (I)- W SIMPSON SDWC150M SCREW, EACH STUD TO BOTTOM PLATE PER II/SDWIC, (EACH SIDE OF PARTY WALL} MIN. N4 SYP 02 BOTTOM PLATE ATTACH TO - CENTER OF RIM BOARD BELOW USING (1) SON -SON SDWC1SSW (0.162 x Sj SCREW Q W O.C. MAX MAINTAIN W FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - 8ftDW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SOWF2724 (027 x 247 SCREW Q 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENC. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED ATTACH RNA BOARD TO WALL DOUBLE TOP PLATE. - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWCIMW SCREW Q W D.C. MAX & C FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN.3-W / PENETRATION TO RNA BOARD. (1)- r SIMPSON ODWC15WO SCREW, EACH STD TO TOP PLATE PER I IBDWC. (EACH SIDE OF PARTY WALL} 11r GYPSUM WALLBOARD PER U1378IPW1, U336PW2 U347/PW4, OR V344PM EACH SIDE OF PARTY WAU FASTENED USING MN. 50 (O.OBO' x I-W LONG, 150 HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS OATH. 1-1/4' LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX C O.C. Q ALL SUPPORTED EDGES a 1r O.C.IN FIELD MN. 2H SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07AON NOTES& CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3f O.C. MAX &WITHINr OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACRES. -11P11FT -T70 PLF IN PLANE SHEAR. 250 PF 4 PARTY WALL 4-2 3W a HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING I (NO PENETRATIONS) SOWCI5600 Q4S'OC&i (EACH SIDE DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/3D2 FOR SPLICE a ATTACHMENT 04FO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC16000 (0.182 x W) SCREW (EACH SIDE OF PARTY WALL) FLRE RATED WALL SYSTEM yf[ PER U4731PW1, U336NWZ U347MM. OR V344PW5 MIN. 2.4 SYP 02 STUDS Q 1S O.C. W/ MD4WJGHT WALL BLOCKING EACH SIDE OF PARTY WALL TYPICAL PARTY WALL SECTION (VE) 17=ro' 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILING SCHEDULE PRE43M POOR SYSTEM BOOR BEARING HGT. REFER TO FLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WROTAI 2 FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U3T3/PW1, U336PW2. U13471PM. OR V344PM MIN.2x4 SYP 62 STRS Q I W O.C. W/MIWEIGNT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (i) SMMSON SDWC15M (0.152 x 4-17) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION (L PARTY WALL W-V a HARP PARTY WALL WIDTH I --23N' a HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING I TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 17 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FINE RATED WALL SYSTEM OF ASSEMBLY BXW.V344 IS USED), SEE DESIGN PLANS. 17 GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3-I/T THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PART/ WALLAS REQUIRED 17 GYPSUM WALLBOARD PER U373FWI. U398I1W2, 1.447"A. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 56 (0.085' x I-W LONG. 151164' HEM) COOLER NAILS OR N. a TYPE W DRYWALL SCREWS (MARL 1-IN' LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX4' G.C. CALL SUPPORTED EDGES a IT O.C. IN FIELD ATTACH EACH STD TO BOTTOM PLATE USING (I) SIMPSON SDWC15450 (0.162 x 4.1/P) SCREW CONNECT 2ND FLOOR WALL B/ PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)1M x 4-17 S SCREWS Q 1r O.C. AND 0' FRI END OF WALLS. ALL SPICES T BE STAGGERED MIN.4S 17 GYPSUM WALLBOARD PER W731PW1. U3SNPWL, U S471PW4, OR V344VM EACH SIDE OF PART/ WALL FASTENED USING MIN. 5f (0.03r x 1.6E LONG, 15W HEAD) COOLER NAILS OR No.0 TYPE W DRYWALL SCREWS (MIN.1-1N' LONG} ALL FASTENERS SHOW. BE INSTALLED Q MAX C O.C. Q ALL SUPPORTED EDGES a IT O.C. IN FIELD MIN. 2.4 SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 30' O.C. MAX & WLTHBN S' OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT -270 PF - IN PANE SEAR- 260 PLF TYPICAL PARTY WALL SECTION 17-1'O' ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SMPSON SDWC19K 0 (0.152 x S') SCREW Q 40' OC & S' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/ SD2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISSW (0.152 x B') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPW1, U39dWWZ U3471PW4. OR V344PM INSTALLED TKW TO ROOF SHEATHIM MN. 2" SYP 42 STIRS Q /r O.C. WOMID•HEWHT WALL BLOCKING ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWCI%50 (0.152 x 4IM SCREW CONNECT 2ND FLOOR WALL BASE PATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)114' x 4-1/C BOB SCREWS Q 1r O.C. AND f' FROM END OF WALLS. ALL SPICES M BE STAGGERED MN. 4V DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL SEE WF071802 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15WO (0.152 x IT) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373MM, U33611W2, U347/PW4. ORV344MM MN. 20 SYP L2 STUDS Q IT O.C. W/ MID4EIGH T WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWCISM (0.162 x 4-17) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 114il1illf! 1,041 1 ' ARAM 7 K'0' o z 4'-V HALF PARTY WALL WIDTH 4423W a HALF PARTY WALL WIDTH$, //, � F FIRE RETARDANT rL PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF (NO PENETRATIONS) I (NO PENETRATIONS) STUDDED COMMON TRUSSES 17 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXIN V344 B USED)SEE DESIGN PLANS.17 GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. SAW THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 17 GYPSUM WALLBOARD PER U373PW1, U3NNPWZ U3471PW/4, OR V344111W5 EACH SIDE OF PARTY WALL FASTENED U SING MIN. SS (O.OfT x I-W LONG, 15RP HEAD) COOLER NAILS OR No. a TYPE W DRYWALL SCREWS (MIN 1-19' LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX P O.C. Q ALL SUPPORTED EDGES a 1r O.C. N FIELD MIN 2.4 SYP 02 STUDS Q 10' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (I)- V SIMPSON SDWC1SSW SCREW, EACH STUD TO BOTTOM PLATE PER I1/SOWC, (EACH SIDE OF PARTY WALL} 2. BOTTOM PLATE FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON V SDWC SCREW(SDWC15000) Q 24.O.C.a C FROM ENDS S SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAWTRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PATE TO DOUBLE TOP PATE - BELOW LM M40 (1) SIMPSON SOWF2724 (027 x 2C) SCREW Q Sr O.C. MAX MAINTAIN f' FROM ENDS AND SPLICES PRE-ENC. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTYWALLAS REQUITED ATTACH RIM BOARD TO WALL DOUBLE TOP - PLATR USING (1) SIMPSON SDWC15500 SCREW Q 2P O.C. MAX a T FROM ENDS a SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MN. 33W PENETRATION TO RIM BOARD. I* Ir SIMPSON SDWC15SW SCREW. EACH STUD TO TOP PLATE PER 11BDWC, (EACH SIDE OF PARTY WALL} MIN.2N48YP4128TUDSQtf'O.C. w/ MD4EIGHT WALL BLOCKING 12-GYPSUM WALLBOARD PER U3781PW1. U33M W2 U3471PW4. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 56 (OMMTx 14V LONG, IS9A HEAD) COOLER NAILS OR No. a TYPE w DRYWALL SCREWS (MN. 14W LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX P O.C. Q ALL SUPPORTED EDGES & 1r O.C. INFIELD MIN. ZA SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WFOTA ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN W OF EACH END OF WALL & EACH BOTTOM PLATE SPICE CONNECTION CAPACITIES: -UPLIFT -270 PF - IN PUKE SIEAR=250 PLF Owik TYPICAL PARTY WALL SECTION V21-110 ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCINW(O.152xf')SCREW Q 4C OC & f' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE W F07/SD2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCIGM (0.152 x 61 SCREW W" SIDE OF PARTY FIRE RATED WALL SYSTEM PER U3731PW7, U3981PWM, US471PW4, ORV3M1PW5 INSTALLED TIGHT TO ROOF SHEATHING. ING. MIN. 2" SYP 62 STUDS Q it O.C. W/MD-HEIOR WAIL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOWC754M (0.152 x4.17) SCREW CONNECT 2ND FLOOR WALL BASE PATE TO 1ST FLOOR DOUBLE TOP PATE W/ (2) IN' x4-17 SIDS SCREW$ Q IT O.C. AND 0' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SO2 FOR SPLICE a ATTACHMENT NM ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOMI50M (0.152: V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373MM. U3351PN2, U3471PW4. ORVS41PW5 MIN. 214 BYP 42 STUDS Q 17 O.C. W/ MD- EIGHT WALL BLOCKING ATTACH EACH STUD M BOTTOM PLATE USING (1) SIMPSON SDWC/5450 (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ON, 'I' N • %% • i u c Air C=3 N ° y •� I l� e -„ N q u Z O a%• Q u x aq ® Dc o • S STRDCT: DP a ac p1EGK TN a w .NOS M. STAR-1I145 r SUMP: AS INDICATED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) SIMPSON HTT4 W! (1) BIT - THREADED ROD, T MN. EMBEDMENTWIfi S SET4W EPDXY OR EQ. ATTACH TO COLUMN VW (18) 0.182• x 2.11T NAME 2x SEPARATION FRAME WALL TOP a BOTTOM PLATES SMALL RUN CONTINUOUS PAST ADJACENT FRAME WALL To END OFSLAB 2.iI W C L WALLLL FRAMING MINGG �C FLUE RAT® WAIL ASSEMBLY PER �''IL I��III III IS47Pw1� EO19R.981PMQ. V944PW5 TO INSTALLED SGTHM SECTION A -A WALL SHEATHING SHALL BE INSTALLEDAS A OCINTiN&UOUS SHEET FROM DOOR OPENING TO BUILDING CORNER W/ NAILING PER WF10x J DOOR OPENING NTERSECRNO U FRAME WALL SHALL BE SCREWED TO MN. (3) PLY BUILT UP COLUMN WITHIN SEPARATION FRAME WALL W/ (2)1/4• SI PSON SDS SCREWS INSTALLED r FROM TOP & BOTTOM• 1-1? EDGE DISTANCE, OTHERWISE SPACED @ 1? O.C. STAGGERED r MAX 41-V- HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE PA GYPSUM WALLBOARD EACH SIDE OF PARTY WALL PER FIE RATED WALL SYSTEM OF ASSEMBLYSXUV.YS14 IS USED) SEE D MAYYKESUS. IT TED W1E1 WALL BOARD MAY BE sLBsrInITED wi MIN. 3­1? THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES H@SMAY USE SIMPSON DC @8=&rFROMM 8 VG3 ENDS PER2AISDWC V-REFERID-PLANS-� FIE BLOCKING AS REOURED MIDPOINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS 1? GYPSUM WALLBOARD WALL W/ 5d 4- C ALLLSCREWS I-IW LONG O.C. OONLEERDG- E &12 O.C. N FIELD (1} T SIMPSON SDWC15800 SCREW, EACH STUD To BOTTOM PLATE PER 11SOwc, W-W HALF PARTY WALL WIDTH FIRE RETARDANT rL PARfYwALL TREATED ROOF SHEATHING (NO PENETRATIONS) A I A MIN. 2x4 SW 82 BOTTOM PLATE ATTACH RIM CENTER OF RBOARD BELOW USING 0.131• Y T NAILS @ 4. O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (1) SIMPSON s0WFz724 (MO x 24) A SCREW @ ST O-C. MAX MAINTAIN IT FROM ENDS AND SPLICES FOE BLOCKING AS REQUIRED 3W FLOOR SHEATHING FASTEN PER RAN PRE-ENG. FLOOR SYSTEM FLOOR BEARNO HOT. ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15WO SCREW @ IT D.C. MAX& r FROM ENDS M SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. SSA• PENETRATION TO RIM BOARD. (I}T SIMPSON SDWC15NO SCREW. EACH STUD -� TO TOP DOUBLE TOP RATE N81310.1b' x 3-1 W TOENAILS ro EA , TYP. MID -POINT BLOCKING BETWEEN STUDS U.N.O.ON FRAMING PLANS Ur GYPSUM WALLBOARD WALL Me5d COOLER LO.OB871,518' LONG, „HITS• IHGD� ORPOW DRYWALL8dEws l-1M•LONG CO.C.ON EDGE & 1T O.C. N FIELD A02SYPWALL 21W/STLKS 9,,T O.C. SEE - eWJ N TIDE BEARINo W000 ALL SCEDIILE ON NOTES M CONNECTOR LEGS D SHEET FORAXXTKXAL INFORMATION. MIN. 2x4 SYPQ2 P.T. BOTTOM PLATE (EACH SIDEOF - PARTY WAD.} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES M CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3T O.C. MAX & WITHIN T OF EACH END OF WALL& EACH BOTTOM PLATE SPLICE TYPICAL PARTY WALL SECTION i 1lh1'-0• ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE WIRSRS-01 NAILS m SPACING PER SHINGLE ROOF TABLE ON $1. PROVIDE SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP PLATE & SHEATHING F REQUIRED Z�ROOFIq. AND FLASHING BY MOT MCD EACH WALL STUD OR EACH BUILT LIP COLUMN STUD FASTENED TO DOABLE TOP PLATE W/ (1) SIMPSON SDWC 15WO T SCREW DOUBLE TOP RATE SEE WF07/SD2FOR SPLICE & ATTACHMENT INFO. FIRE RATED WALL ASSEMBLY PER U373PWI, UMS PW2 U3470PW4, OR V3441PW5INSTALLED TIGHT TO ROOF SHEATHING. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS EXTERIOR WALL SHEATHING AND NAL24G PER WFI0/SD4 CONTMOUS WALL BLOCKING INSTALLED AT MAX. 747 O.C. AS MEASURED VERTICLLLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP RATE BUILDER TO VERIFY INSTALLATION, TYP. UPPER 2x4 8782 STUNT @ 1? O.C. MAX STUDS SHALL SE INSTALLED COAT FROM MIDWALL PLATE TO UNDERSIDEOFROOF SHEATHING, CENTERED OVER LOWER EACH ABOVE WALL STUD OR EACH BUILT LP COLUMN STUD EN FAASTTED TO BOTTOM PLATE W/ (1) SIMPSON BDWC Sr SCREW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM ro BWALL DOUBLE R PLATE BELOW FRAME WADOLE TOP ATE BELOW i?O.C. MAX W/TEDGE WALL PLATE.0 LOWER 2. FRAME WALL DOUBLE TOP PLATE SHALL MATCH ELEVATION OF FLOOR SHEATHING (T•P� @ H- 10-4 3W. BUILDER SHALL FIELD VERIFY ANW CONFIRM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE WI (1) SIMPSON BDWC ISOM r SCREW LOUVER 2x4 SYP 42 STUDS m IT O.C. MAX STUDS SMALL BE INSTALLEDFROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHHING. TOP @ H-10'4 31C FIRE RATED WALL ASSEMBLY PER 1L7731PW1, U33S PW2 u3QIPW4 OR V344/PWS INSTALED TORM ROOF SHEATNBjO. CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OROT/ERAPPRONEDMERIODro FILL INVOIDS EACH REF TO P.T. BOTTOM PLATE W/ (1 SMPSON BDWC75450 �1fM' SCREW (EACH SIDE OF PARTY WALL) CONNEC710N GPACTTIES: - uPLLFr . zro RF - N PLANE SHEAR= 380 PLF FOUNDATION PER THE FOUNDATION PLAN 00+HALFPARTYWALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING NO PENETRATIONS) SRIDDEDOOMMONTRUBBES 11r GYPSUM WALL BOARD EACH SIDE OF - PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY SXUV.V344 IS USED). SEE DESIGN PLANS. 1l? GYPSUM WALL BOARD MAY BE SUBs7TMED W/ < MIN. 3-1W THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEAWN6IIOT. REFER TO PLAINS _ - FIRE BLOCKING EACH SIDE OF PARTY WALAS REQUIRED 1R• GYPSUM WALLBOARD PER UR&PW1. W38IPW2. L*471PW4, OR V3WPW5 EACH SIDE OF PARTY WALL FASTENED UB4G MN. Sd (CAW x 14Vr LONG, 1534• HEAD) COOLER NAILS OR No. 8 TYPE W DRYWALL SCREWS GAIN.,-IW LONG} AL FASTENERS SHALL BE INSTALLED @ MAX4. O.C. @ AL SUPPORTED EDGES & 1? O.C. N FIELD MIN. 2.4 SYPR2 BOTTOM PLATE. SCREW TO - PARALLEL FLOOR TRUSS BELOW W/ (2),IW x 3-1R- SOS SCREWS @ 1T O.C. & r FROM ENDS & ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF924 (027 x 24') SPEW @ 3? O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2} 1W x4-Vl SOS SCREWS @ 24. O.C. & r FROM ENDS & SPLICES. 11T GYPSUM WALLBOARD PER U3T31PW1, U3381PW2 U347/PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.0er x I-W LONG. 15054 HEAD) COOLER NAILS OR NM 6 TYPE W DRYWALL SCREWS (MIN.1-11C LONG), ALL FASTENERS SHALL BE INSTALLED @ MAX S•O.C. @ ALL SUPPORTED EDGES & 1? O.C. N HELD MIN. 2.4 SYP M2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUDATION USING ANCHOR BOLTS DEWED N DETAIL WF07A ON NOTES A CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX M WITHIN r OF EACH END OF WALL M EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLIFT =270 PUF IN PLANE SHEAR=250 PLF TYPICAL PARTY WALL SECTION NOT USED E PARTY WALL 4.2 SW • HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING I (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC1S1;W (0.152 x T) SCREW @ 48. OC a T FROM ENDS (EACH SIDE OF PARTY WALL) DOABLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07ISD2 FOR SPLICE A ATTACHMENT INFO JIL'I-ATTACH EACH STUDro DOUBLE TOP PLATE USING (1)SIPSONSDWC15SW(0.,S2xe) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER WMPW1, U336PW2, US47MM. OR V344MM MIN. 2x4 SYP A2 STUDS @ 1T O.C. W/ MID4HEIGNT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. Oct SYP A2 BOTTOM PLATE. ATTACHTO CENTER OF RIM BOARD BELOW USING 0.131• x 3• NABS @ r O.C. MAX �- (1) T 00 SIMPSON SDWCISSSCREW EACH STUD OF Y WALL) / / FLOM PLATE PER I IJSDWC. (EACH SIDE OOR R SHEAT HING EACH SIDE OF ARTY A tIJ+1'4Y PRE434M FLOOR SYSTEM --- -_ BEARING HOT. TO RANG ATTACH RBA BOARD TO WALL DOUBLE TOP RATE. USING (1) SIMPSON SDWC15800 SCREW @ 1T O.C. MAX I T FROM ENDS S SPLICES, SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. \ MN. 3-3/r PENETRATION TO RIM BOARD. DOUBLE TOP RATE EACH SIDE OF PARTY WALL. SEE WF07I302 FOR SPLICE & ATTACHMENT INFO (1} T SIMPSON SDWC150M SCREW, EACH STUD TO TOP PLATE PER 11SDWC, (EACH SIDE O' PARTY WALL} FIRE RATED WALL SYSTEM PER U373PW1. U398PWZ U347NW4. OR V3NPW5 MN. 2.4 SYP 02 STUDS @ 1T O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE USING (1) SIMPSON SDWC1S450 (0.152 a 4-IM SCREW (EACH SIDE OF PARTY W94 SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION 14FORMATI N 4'0+HALF PARTYWALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES IW GYPSUM WALL BOARD EACH SIDE OF - PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXUV V344 S USED} SEE DESIGN PLANS. il? GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ < MIN. 3-17L• THICK GLASS FIBER OR MINERAL. WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES hR.O.OF BEARING /KGT. V REFEa TOLA PNS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED IW GYPSUM WALLBOARD PER U373/PW1, U33SPWt U347/PW4, OR VS44PW5 EACH SIDE OF PARTY WALL FASTENED LEM MIN. Sd (UAW. I-W LON(L ISISV HEAD) COOLER NABS OR N. S TYPE W DRYWALL SCREWS OWN. 1-1/4• LONG} ALL FASTENERS SHALL BE INSTALLED @ MAX r O.C. @ ALL SUPPORTED EDGES & 1? O.C. N FIELD MIN. 2.4 SYP772 BOTTOM PLATE SCREW TO PARALLEL FLOOR TRUSS BELOW W/ (2),IW x SAKI' SDS SCREWS @ IT O.C. & 4• FROM ENDS a SPLICES. (EACH SIDE OF PARTY WAL) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 24) SCREW @ Sr O.C. MAX. MAINTAIN T FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WAL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS WI (2)- I/4• x 4-IrZ SDS SCREWS @ 24. O.C. & r FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 1/T GYPSUM WALLBOARD PER U373IPW1, U3381PY/2, U347/PW4, OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. Sd (0L0SS• x 1- W LONG, 15Wr HEAD) COOLER NAILS OR No.B TYPE W DRYWALL SCREWS (MIN. 1-1/r LONG} AL FASTENERS SHALL BE INSTATED @ MAX r O.C. @ ALL SUPPORTED EDGES & 1? O.C. N FIELD MN. 214 SYP 02 P.T. BOTTOM RATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH E4D OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACITIES: -UPLIFT = Z70 PLF -IN PLANE SHEAR -250 PLF TYPICAL PARTY WALL SECTION 1l2•=1'47 SW * HALF PARTY WALL WIDTH C PARTY WALL FIRE RETARDANT I TREATED ROOF SHEATHING (NO PENETRATIONS) TOPPPLLA LONG ,DOSS �DAI ��l SOWCI5800 O0.152 xOn SCREW%% 04r OC & T FROM ENDS 'i� (EACH SIDE OF PARTY Wine O • :4 q� U rn • O DOUBLE TOP / SIDE of P=Vlb J Z WF07/SD2 FOR ATTACHMENT 1FO -srue� °�• ATTACH EACH STUD Wf� V. • DOUBLE TOP PLATE U;&(1)S •°••••••8 SIMPSON sowc,Sa(D.iI O� � SIDEF ���` O FIRE RATED WALL SYSTEM PER U373/PWI. U33SIP W{ L1347PW4, OR V344117W5 MN. 2c4 SYP M2 STUDS @ 1T O.C. WI MID HEIGHT WALL BLOCKING EACH SIDE OF PARTYWALL (1)-r SIMPSON SDWC15000 SCREW, EACH STUD TO BOTTOM PLATE PER IIISOWC, (EACH SIDE OF PARTY WALL). 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE BEARING HGT DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15000 (0.152• x T) SCREW (EACH SIDE OF PARTY WALL) FIE RATED WALL SYSTEM PER U373PW1. U338PWZ U347/PW4. OR V341IPM MIN. 2.4 SYP A2 STUDS @,T O.C. w/ IAI64iEa-rr WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE USING (1) SIMPSON SDWC15450 (0.152 x 4.10) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AID FOUNDATION INFORMATION doom 10 V C 40 + be O= Z W O � In � ~O U W j X Q 2 Z N-a3 F - W K W O ar~iDv� • STRIKRMtAL ERG: TH OC CHECK: TH w JOB No. STAR-17145 rsUlf: AS INDICATED A.: 07/tf✓23 SD7 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. INTERIOR FINISH PER BUILDER'S SPECIFICATIONS PRE ENGINEERED TRUSSES PER I PLAN 1- HOUR FIRE RATED SOFFIT PER GA FlLI W-W EACH SIDE OF 2 HOUR FIRE RATED, IB' 5TYPE X GYPSUM WALLBOARD MU TRUSSES 24' O.C. WITH 1-114' TYPE W 01 FACE LAYER SW TYPE X GYPSUM WALLI APPLIED AT RIGHT ANGLES TO TRUSSES DRYWALL SCREWS 12' O.C. AT JOINTS A ,-,2' TYPE G DRYWALL SCREWS 12' O.C� OF END JOI MJOINTS OFFSET u' FRO TRUSSES SUPPORTING Ur WOOD STRV RIGHT ANGLES TO TRUSSES WITH 0.131P ROOF COVERING. FIRE CAULK EDGES PROVIDE AN AIR TIGHT SEAL W� TYPICAL FIRE RATED FIRE RETAROMfT ROOF SHEATHING ATTACHED PER NAILING SCHEDULE. SEE ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS 0 a 21I FA4CIA PER PLAN. SEE � ELEVATIONS FOR MORE INFORMATION g U O 0 2. FRAME OR CMU WALL. SEE ARCH r:cTuRW � At4r/, a � • w O �+N _ O E PARTY WALL 2'CCUNNEL OR RUNNER INSTALLED PER MANUFACTURER'S SPECIFKwTK1N3 2x BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL I [ FIRE RATED WALL SYSTEM PER DESIGN RAN. INSTALLED TIGHT TO ROOF SNEATH34G. TWO HOUR FIRE WALL @ FRAME INTERSECTION 3N41'4r T C CHANNEL OR RUNNER MIN. 3H' AIR SPACE INSTALLED PER MANUFACTURERS FIRE RATED ROOF SPEQFN-.AT10N8 SPECIFICATIONS SHEATHING PER RAN BREAKAWAY CUP OR TRUSS OVERHUNG EACH ALUMINUM ANGLE sum INSTALLED PER MANUFACTURERS SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER NIL PER FIRE RATED WALL US79IPW7. w3wPw2. SYSTEM INTOSOFFITAREA U347/PW4 OR V344MM ROOF SHEATHING ATTACHED PER NAI SCHEDULE FASCIA, PER AN R I: GYPSUM BOARDS PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM U3791PW7, U33O PM U347A1W4 0R TO BOTTOM OF FASCIAW/ V344/PWS MUST EXTEND INTO SOFFIT AREA (3)14N' TYPE W SCREWS IF EXTERIOR WALL E FRAME INSTALL C CHANNEL RUNNER FROM BOTTOM OF PROVIDE SOLID BLOCKING FASCIA TO TOP OF EXTT ERIOR WALL TO SUPPORT THE AS REQUIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN 2' C CHANNEL TRACK - CHANNEL OR RUNNER W/MIN 14W TYP W SCREAM TO FRAME OR 311B' z2-1/4' TAPCONB TO MASONRY AS EXTERIOR WALL PER RAN SPECIFIED PER UL U373PW1. U398TN2. U347/PW4 OR V344IPW5 1 NOT USED 1W1� TWO HOUR SEPARATION @ EAVES - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. wMa C10 w �. to zzpr Z a 0 _ C J a M M Q U o w m J WS IL Z w XXao o H - U J X Z aLU aw0 0a 1~qv� • _ STRUCTURAL ENO: TH � ac cNECK: Tn 0 w .NOS No. STAR-17145 Z SCALE: ASINDICATED w GATE: 07/1H23 H SD8 �L Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be cansutted before construction. Fire resistance assemblies and products are developed by the design submdter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arse, R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming alternate materials and alternate methods of construction. Only products which bear L Us Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05. 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 48) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 48) Finish Rating - 120 Min. (See Rem 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B43 CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY AREA SEPARATION WALL: - (Nonbearing, Max Height -44 6) 1. Floor, intermediate or Top Wall -2.3116 in. wide channel shaped with 1 in. long logs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members farmed from No. 25 MSG gaN steel havng'11" - shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-12 in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panel. friction fined Into 'Hr'- shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbearng Well, as indicated in Items 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Woods Surds - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs aossbraced at mioheight where necessary for clip attachment Min. 314 in. separation between wood framing and area separation wall. Finish rating insinuated for wood studs only. 4A. Steel Sheds - (As an alternate to Item 4, not shown) - For 2 Hr. Bearing WWI Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 In. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of ColkWormed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the strucural integrity of wall assembly, Including the axial design bad of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max chid spacing of wag assemblies shag not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long type S-12 steel screws on both sides of studs sir by welded or boiled connections designed in accordance with the AI51 specifications. Top and bottom tracks shall consist of steel members, hill No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other wells. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs moss -braced with stud training at rrid-height where necessary, for dip attachment. Min 314 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 40. Steel Studs - (As as asemate to items; 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbeanng Well Rating - Channel shaped, fabricated from min 25 MSG conosiomprotected steel, min 3 12 in. wide, inn 1-1/4 in. flanges and 114 in. realm, spaced a max of 24 in. OC. Studs to be art 3/8 te 3/4 in. loss than assembly height Top and bosom tracks shag be channel shaped, fabricated from min 25 MSG si inlrroteded steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC rrhax. Studs cross -braced with stud framing at rridfieight where necessary for clip attachment Min 314 in, separation between steel framing and area separation wal. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 fl wide, applied either horizontally or vertically. Wallboard attached to wood studs (Item 4) with 1-114 in. long steel @ywall nags spaced 12 in. OC. Wallboard attached to steel studs (Item 4A or 4B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nag or screw heads covered with joint compound. 5A. Plywood Sheathing or OSB - (Not shown) - As an asemate to Item 5, Nominal 12 in, thick or greater plywood or OS13 applied horizontally or vertically te wood or steel studs. Vertical pints located over studs. Horizontal joint shag be bused tight to form a dosed jcint Fastened to aside with nags or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum clips shaft be spaced as described in Item 6. 6. Attachment Clips -Aluminum angle, 0.062 in. thick, min 2 in, wide with min 2 in. and 2-12 in. legs. Gips secured with nminum one Type S Z318 in. long to 'Fr studs and with minimum one Type W screw 1414 in. long to wood framing or steel framing through holes provided inclip. Clips spaced a max of 10 it OC vertically between wood or steel frerring and "Fr se ds for separation wags up to 23 it high. For separation watts up to 44 It high, dips spaced as described above for the upper 24 R and the remaining wag are below required dips spaced a max 5 R OC vertically between wood or steel harming and 'Fr aside. 7. Batts and Blankets" - (Optional, now shown) - Placed in stud cevities, any glass fiber or mineral wool insulation, max 3.0 pd density, bearing the UL Classilkation Marlding as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. ' Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. The appeare.. a ...Pry.. fain. x praeacm In tl4a embxe eaea rha In —a.. —mac promscts so lessened rove teen m.maxnM.a laex IlL'a r-d —p serNa. only axu pradsG. bexNq Me UL muk alwue be cmaMxN to ee CeNI1N anb covered hsMes uL's raloxllp seMce. gMys kokMnw Marion -Penal UL,w—tenimid Manar suderieloamameemmsax c—caaahok--r-j-to the --emrauau:time uaa Nfxm.am, AssHMlks, Cons,ssMbm, dagna, aysam., aiaw Cxtlllcatlana pan) must are ta..erkd k Mel. emkelyane k a measlak.are m.mer, nalha4 xm manlphlatkn arthe tea la trawhgsl. 2. M xa[ul.rht'RePrlsaee Iron ice Olene CeNllutlm. greclxy wlb penN.akn tam UL- metappex agacem,oee eztratletl mMkt In atlJtlan, be repMee mahrlx mint Incluee a copVslVht Mlu In me fxloalle rants:'6aH8 ULLLC Po OR I 0000wr�k.�®� w'* f 00 W 'o0M d • o �D .: as 41 r ' jP J m 2 W ^ 'U^) V/ Q J >J c+M C7 D ON THIS SHEET IS UL (UNDERWRITERS 11. SIGNED AND Sunni lURPLE— TH 1 sTRucT: DP aC DHEC TH 0 Jp8 No. STAR-17145 N sW2- aGLE: g61NDICATED W. DATE: 07/16/Lx 3 CONFIGURATION 8 EXPOSED TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �L Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirement covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, R is recommended the first contact for assistance be the technical service staff Provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information induces specifics concemirg aftemate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08, 2018 Exposure to fire from separation Wall side only Nonbeadng Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B O 11 11, IN ,w © o CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 "w o © o 0 CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) 1. Floor, Intermediate or Top Wall - 2 in, wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Metal Stud. - Steel members formed from No. 25 MSG galv steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-/8 in. 3. Gypsum Board• - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. wktft Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC -Type SLX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications -See Guide BXUV7. 4. Woods Studs - Nom 2 by 4 in. max spacing 24 in. OC. studs cross braced at mid -height where necessary for dip attachment Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an ahemate to hem 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) gall steel or No. 20 MSG 10.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall meet the requirement of all applicable local code agencies. The max stud spacing of wall assemblies shah not exceed 24 in OC. Studs attached to floor and ceiling tracks with 12 in, long type S-12 steel screws on both sides of studs or by welded or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall corset of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 4B. Steel Sails - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 He Nonbearng Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 in. Ranges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 314 in. less than assembly height Top and bottom tracks shall be channel shaped, fabrcated from min 25 MSG cerosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at mkl-height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 R wide, applied either horizontally or vertically. Gypsum board attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. Vertical joins located over studs. (Optional) Joins covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick 2 in. wide with 2 in. and 2-1/4 in. legs. Clips seared with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in dip. 6A Clip placement (hem 6) for separation welt up to 24 It high. Space dips a max of 10 it OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in hem 6A lot upper 24 It Remaining wall area below requires clips spaced a max 5 it OC vertically between wood framing and "H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in hem 6A for upper 24 ft. Space dips as described in Rem 68 for next 20 R below the upper 24 ft. Remaining wall area below requires dips space a max of 40 in. OC vertically between wood framing and "H" studs. 7. Non -Searing Wall Partition Irdersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. sbd nailed together with two 3 in. long 10d nails spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nail spaced a max 16 in. OC. vertically. Maximum one non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal depth of the wall. 8. Caulking and Sealant` - (Optional) - A bead of sealant applied around the partition perimeter, and at the interface between wood or steel framing and gypsum board panels to create an air banner. KNAUF INSULATION LLC - Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurlsdkllons employing the UL or cUL Certification(such as Canada), respectively. CONFIGURATION B -,sea e. ear,parlya rums a Woduct In cos aaMaae does m m wen,awe tlrq naadwd• ao Id.amedkrve preen mamd«krrad coca« u.•a EXPOSED TO FIRE FROM EITHER SIDE Farowalp=. oNy moan yrakrq i —drq me 0L —k gmr4d ea caskrared 10 x catlned,m cowraa weer uL•. PalarrUy samaa. Akan Ioaxr«me Mark on me praducL UL IMrm11s me mpraductlon Mtlre mandq caggrmtl In me-11. Grtlrlutlon D.Mary staled to ma IgloMrq coMMwu: 1.lke cgea Igamatlan, Asaamgka, l:angrudbm, Dagant. rygems, uM'a CertlRutlona Inlaal muq M pres<Med m melt anurauy antl In • rvraiaMaarp mamx,.4urdlA airy manlgdatlan dtke dab Ica trawNeal.2.Ike ga[amarrt•aeRdd.a ham me OMlne Certlllratlmagradoryw UL nham u'mmaplx.. adfw.xdbtlre egncted malerlaL In addtlan, dm raprlmetl ma4rW mnt Nrclutla • aaPydlllx rlotla In memunwrq !camas ro art. LL LLC COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MOI 'llsN0001111111111 o �02 ••••so•oo•r ,i rA • w .Y ••�j' gyyj +s • � CO • N ++ i O NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. JTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ON THIS SHEET IS FMHE R SHOWNTAIL LSIGNE RWRI RS AND 1AB 'E!1 THE STRUCTURAL 'BPT N IS DRAWING ONLY. d r•% ✓� �j ui ® � Ii $ w • O aZ [r • Y �Qj = • ti ©+ G Z fill G, RZE cmc gG Z s� Q _J 21 PA J h= gs > < di V� a, CC) <. $$ C� �x 6 p STRIILTU 1,10: TH DRaFnNc: u z smucr: DP oc CIEQ(: lH 0 w JOB rib_ STAR-1]10.5 2 SGIE: AS INDICATED ru DATE: 07/1er13 a I=011 A N 0 N O v� Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming alternate materials and aftemate methods of construction. Only products which bear UL's Mark are censdered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansiful 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - can/ulo- 101 certified for canada design criteria and allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating -2 Hr (SEE ITEMS 5, 5A AND 5B) (SEPARATION WALL, SEE ITEMS 1.2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 5 and 5A) Nonbearing Wall Rating 2 Hr (Protected Wall, See items SA and 5B) Finish Rating -120 Min. (See Rem 5) • Indicates such products shall bear the UL or cUL Certification Mark For junsdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE o w] CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing, max height - 66 ft - see Rem 6) 1. Steel Track - Floor, sidewall or top wall track. Nom 2 in. wide channel shaped with nom 1 in, king legs, formed from No. 25 MSG galv steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - "H" shaped studs formed from No. 25 MSG galv steel having an overall depth of approximately 2 in. and flange width 1-3/8 in. 3. Gypsum Board • -Ttwo layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. wi011s. Vertical edges of panels friction fit into "h" shaped studs. NATIONAL GYPSUM CO - Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space - Minimum 3/4-in. airspace. 5. Wood Studs -For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in, max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A. Steel Studs - (As an alternate to Rem 5, not shown) - For Bearing Wall Rating - Corrosion protected Seel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaiv Seel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design Hetais enhancing the structural integriy of the wall assembly, including the axial design load of the skids, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. lag Type S-12 Seel screws on both sides of Suds or by welled or bofted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound Srudural connection between steel stutls, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with Seel fasteners spaced not greater than 24 in. O.C. studs crass -braced with stud framing at midheght where necessary for dip attachment. Min 3M in. separation between steel framing and area separation wall. Finish rating has not been evaluated for Steel Studs, 58. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration B only, not shown)- For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be out 318 to 3/4 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud framing at midbeight where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rase has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 It wide, applied horizontally or vertically. Wallboard attached to wood studs (ftem 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to Seel studs (Rem SA or 58) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joins located over studs. Horizontal joins shall be bitted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB - (not shown) - As an alternate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joins shall be butted tight tofonn a dosed joint Fastened to studs with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum dips shall be spaced as described in Rem 7. 63. Batts and Blankets• - (not shown) - As an aftemate to items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place of item 6 and 6A, the max height is 54 ft and the aluminum clips (item 7) shall be spaced a max of 5 It OC vertically. Min 3/4 in. Separation between insulation and area separation wall. See Bats and Blankets (BKNV) category in the Building Materials Directory and Bats and Bankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. 6C. Wall and Paragon Facings and Aomssorles • - (not shown) - as an aftemate to Rems 6, 6A and 63,4 It wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1st/8 in. long steel drywall screws spaced 16 in. OC. Vertical joins located over studs. Joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PASCO BUILDING PRODUCTS L L C. DBA PASCO GYPSUM - Types QuietRock QR-500, QUIetRockQRr-510, QuietRock QR-525 6D. Gypsum Board' - As an aftemate to Item 6 - Min 5/8 inthick, min. 6 in. wide batten strips, applied on boat sides of Steel Studs (Item 2) and horizontal back to back Steel Track (item 1). Min. 518 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (hem 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. lag Type S Seel screws spaced 12 in OC. Batten joins shall be butted tight to form a dosed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in Rem 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO - Type FSW-3, FSW, FSW-6. 7. Aluminum Clips - Aluminum angle, 0.049 in. thick 2 in. wide with 2 in. and 2-12 in. legs. Clips secured with type S screws 3/8 in. long to "W studs and with 1-1/4 in. long screws to wood framing or steel framing through holes provided in dip. 7A. Clip placement for separation walls up to 23 It high: Space dips a max of 10 If OC vertically between wood or steel framing and "H" studs. 7B. Clip placement for separation walls up to 54 ft high: Space clips as described in ftem 6A for upper 24 ft. Remaining wall area below requires dips spaced a max of 5 ft OC vertically between wood or steel framing and "H" studs. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 ft, space dips as described in ftem 613 for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and'W'studs. 8. STC Rating - The STC Rating of the wall assembly is 61 when it is constructed as described by items 1 through 6, except A Item 5, above - Wood Studs - Shall be spaced 16 in. oc. & Rem 6, above - Gypsum Board - Min. weight 1.5 psf. Shall be applied vertically and attached to studs with 1-1/4 in. long steel drywall screws spaced 16 in. OC. Joints and screwheads shall be covered with paper tape and joint compound. C. Rem 7, above -Aluminum Clips -spaced a max of 10 ft OC verticelly. D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation belts, min. 0.80 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for Name of Classified Companies. E. Max Height of Separation Wall is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (items 5A, 5B), Plywood Sheathing or OSB (Item 5A and Rem 9) and Batts and Blankets (Items 68) not evaluated as alternatives for obtaining STC rating. 8A. STC Rating - TheSTC Rating of the wall assembly is 69 when ft is constructed as described by Rem1 through 6, exceptA Rem 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above - Wall and Partition Facings and Accessories* - Type QuietRock QR-510 panels shall be installed. C. Item 7, above- Aluminum Clips -Spaced a max of 10 ft OC vertically. D. Batts and Blankets' -Tthe cavities formed by the wood studs shall be friction fit with 3V2 in. thick fiberglass insulation balls, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (hems 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Bets and Blanker (ftems 6B) not evaluated as alfematives for obtaining STC rating. 88. STC Rating - The STC rating of the wall assembly is 70 when it is constructed as described by items 1 through 7, except: A Item 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Item 6C, above -Wall and Partition Facings and Accessories* -Type QuietRock QR-525 panes shall be installed as described in item 5C. C. Item 7, above- Aluminum Clips -spaced a max of 10 ft OC vertically. D. Bats and Blanket• -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation bats, min. 1.0 pcf. See Batts and Blankets (BKNV) category in the Building Material. Directory and Baits and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Wall is 23 R F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (gems 6B) not evaluated as aftematives for obtaining STC rating. S. Non -Bearing Wall Partition Intersection - (Optional) Wall system consisting of nominal 2 by 4 in. stud or nominal 2 by 6 in. stud. Maximum one non -bearing wall partition intersection per stud cavity. 10. Plywood Sheathing or OSB - (Optional) - Min 12 in. thick plywood or OSB applied horizontally or vertically to "H" studs on area separation wall side of Configuration A or Configuration C. Vertical joins located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Tlw,ppe,n«. a. c-W. rums «pralmt In- aaam.. cams rat In -- Only ram, puaras Oe V ma k mark snow W wrwlaeW to tie i-,1 and cavu.w u dnr UL1 r Swk.. Always look roc ew UL p- aw r.prawuce«k aisle maee,l c«R.Mad In ew one- Cerene,em Din-ni,.ubf-b-rou.wlrq carlatlms: f. me owe Rr.rnwsnn A-till.s.D.natrucllom, Detlan., systems. srlel«C. ill-Onl.M..)lr,rrta W.-I m-0 aneraty ova In. rvrMa Nmn.w, wswa eery run". -able scuts 1«.-Ing i], z me saPomem'Mplaa4 n,nl rile oalne cullnc.em. DI«a.ry- pe.-Ram UL-mW appev W-In Irw .._. _.k In atlatl«4e,e«pinlea rmYrltlraw mauaa. eapyrlerp melt In lbw myowlnp r,rm,c ro101/UL- Leo, ON THIS SHEET IS NDERWRITERs NED CTURAL SKDa�,,,,�Du CTS ! j j LL dui N fV ! m c J :-Z Z V p vZ o %1% J m W Q J >J F M W W S m Z � LU m _J xUJ az =a. 0 F ;F F LU W W 0 o aN a a rnar STRUCTURAL END: TH rc oc cNEcrk: Tll 0 w JOBro. STAR-171d6 I SCALE: AS INDICATED w DATE: 07/1623 7 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IWYEI Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified roduds ui ment s tent devices and materials. P eq P Ys Authorities havin Jurisdiction should be consulted before construction. 9 Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category antl each group of assemblies. The Guide Information includes specifics conceming alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 cer ifed for united states design criteria and allowable variances See general information for fire resistance ratings - wn/ulcs101 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See tems 1, 2, antl 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see Item 5, SA and 5B) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 2• GRunn« Exposed to Fire from Either Side Side A 1-12" Type G Drywall Laminating Scews I I fir fir + + F + + Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL — (Max Height-651L) 1. Perimeter and intermediate Channels — 2 in. wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — Framing members formed from No. 25 galy steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in and flange width 1-T8 in. 3. Gypsum Board' — Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lengths. Vertical edges, of panels friction fined into "H" - shaped studs. AMERICAN GYPSUM CO —Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs — Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for clip attachment Min 3/4 in. separation between wood framing and area separation frewall. 4A. Steel Studs — (As an aternate to Rem 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (c033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron antl Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. long Type 5-12 steel screws on both sides of studs or by wekled or boted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist of steel members, min No. 20 MSG (0,0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, antl to adjacent assemblies such as a floor, ceiling, and/or other walk. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. Studs cross -braced with stud. Min 314 in. separation between steel framing antl area Separation wall 4B. Steel Studs — (As an alternate to Rems 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG corrosion -protected steel, min. 3-12 in. wide, min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 in. to 314 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment Min 3/4 in. separation between steel framing and area separation wall. 4C. Framing Members• — Steel Studs — (As an alternate to Item 4, 4A, and 4B) - For Nonbearing Wall. Proprietary channel shaped studs, 3-5/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 314 in. less than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 fin. separation between steel framing antl area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 Tu CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC — SmartStud25 Tu IMPERIAL MANUFACTURING GROUP — Vipe25 TN MARIONIWARE, DIV OF WARE INDUSTRIES INC — Vipe25 TN STUDCO DUILDING SYSTEMS—CROCSTUO S. Gypsum Board — Classified or Unclassified — Min 12 in. thick, 4 ft wide, applied either horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joints may or may not be covered with paper tape antl joint compound. When minimum board weigh is less than 1.3 Ibs/R2, Finish Rating is 120 min. When minimum board weight is 1.3 Ibs/112 a greater, Finish Rating is 150 min. 5A. Plywood Sheathing or OSS — (Not Shown) — As an alternate to Item 5, Min 12 in. thick plywood or DEB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs horizontal joints shall be butted fight to forth a dosed joint fastened to studs with nails or screws of suthcient length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5B. Batts and Blankets' — As an aternate to Items 5. Glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. See Batts and Blankets (SKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3/4 in. separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 5C. Loose Fill material • — (Optional) — To be used in addition to Items 5, 5A or 58. any loose fill material bearing the UL Clawificafion Marking for Surface Burning Characteristics, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 314 in. separation between ululation antl area separation wall. 50. Fiber, Sprayed' — (Optional) —So be used in addition to items 5, 5A ro 5B. The spray applied cellulose fiber is applied with water to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product with nominal tlry density of 2.7 lb/ft s. Alternate Application Method: the fiber is applied without water or adhesive at a nominal tlry density of 3.51t✓R3, in accordance with the application instructions supplied with the product. Min 314 in. separation between insulation and area separation. U S GREENFISER L L C — SANCTURAY, FIRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541LD, INS51OLD, INS765LD AND INS773LD are to. be used for dry application only. 6. Aluminum Clips — Aluminum angle, min. 0,063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 3/4 in. long panhead sharp screws to'H'studs and wood framing through holes provided in dip. 23 ft. Height Clip placement (hem 6) for separation firewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H' studs. 44 ft. Heigh Clip placement (Item 6) for separation firewalls up to 44 ft. high. For the upper 24 ft of the wall system, space Limitation the clips 10 ft. OC, and then 5 ft. OC for the remainder of the wall below. 66 ft. Height Clip placement (Item 6) for separation firewalls up to 66 ft. high: For the upper 24 ft. of the wall system, space the Limitation clips 10 IL OC. On the next 20 ft, below space the clips 5 ft. OC, antl then 40 in. OC for the remainder of the wall. 7. Laminating Screws — Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G laminating screws from both sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom C-channels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the H-studs. On the other side of the wall each row contains 2 screws located 16 in. from each face of the Hstuds. Refer to Illustration. 8. Non -Beating Wall Partition Intersection — (Optional) — For wood framing —Two nominal 2 by 4 in. stud or nominal2 by 6 in. stud nailed together with two Sin. long 1 Od nails spaced a max. 16 in. OC. vertically antl fastened to one side of the minimum 2 by 4 in. studs with 3 in. long 1 Dd nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. maximum on non -bearing wall partition intersection per stud cavity. Non -bearing wall partition stud depth shall be at a minimum equal to the depth of the wall. 9. Culking and Sealants• — (Optional - Intended for use as an air barrier- Not evaluated as fire blocking) -A bead of sealant applied around the partition perimeter in the 314 in. air space between wood framing (Item 4) and gypsum board panels (hem 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, antl Fast Foam Fimblock Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2022-02-04 TM1e avPx«rice a a c«nwrys name «vroaucr In mu amamae onto mr a kxx.ss«. min vroada m aerunea n.x exn m.«sd«.a umar uua ralwary eerwc<.OnlYtmx proaucic nealrp me UL mark snaua m c«uaae4 ro m Cerraetl aria cmerM antl« UL's Foll«Wlp Servke. Akwaya low: rorme INM mtm vrmucu uu Permna me mPrmmnm rime mat<na c«mlma m me Donne umtxanon wrect«y augedmme ronawlrq <omm«n: t. 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TH w JOB No. STAR-t7145 HaCnLE: AS INDICATED w DATE: oTnem Z COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the ex lusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WA4R & ASSOCIATES, LLC is sbictly prohibited. SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S DOUBLE SDWC INSTALL: CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC15600 at wngle/double badom plate over wood flow (Wde face of sw) RIM joist / Bbddnp 10 at double top fam ofew) Nola Rih en edeM 911arind"Marda6i SD ACSTUD-TIDBOTE. PLATECONNECTICNCkER WOODFLOOR SDWCSWTOSOTT.MTEfXIINCTIO 00WOO RM USED Rafter to Top Plate dawn Trues to Top Phea &miter Optima122Yz° 10' 0` 30' Y•M. SDWC156W Nok I.slopedmdlaftamytsdppedtpberall-.1212pichard naaliaSMbrtaaWc l 2. Rdwaa daYl / tr hrwldm hahc6a SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a 1 SINM SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE N.T.S w.' \I /1 Wn f/ Both screws instilled ± e. DOUBLE SDWC INSTALL CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. floor Rel—deld 2i. tr haYYon eIpla id OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD 1 OPT. SDWC INSTALLATIWTRUSSIRAFTER OFFSET FROM STUD N.T.S. TRUSS OR RAFTER MIN. (2) SDWC 15600 OVERHANG 1/2"-1• 12'-1• OPT. SDWC NSTALUTION-TRUSSIRAFTHt OFFSET FROG STUD N.T.S. si5dtrllap �tlbrm.l .iTar— N shah fnr>Dt"A, (2)SDWC fiola trWpBoiunPbbdcan./YaFrYaYilWraMr. SDWC EDGE DISTANCE AND SPACING INFORMATION I r( 12 \ SDWC EDGE DISTANCE AND PACING INFORMATION N.T.S. (WldeFandBald) aip.aDwca nayYSSOwC mndwapr abtl hLnnafon ra.r souLClslwraB mardnrary. 9OWCI8BODatd dnfCOlalmla (!)8DWC(Mailun d280WC psYbdWd) GABLE RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD 9��� 12' MIN DO NOT ®INSTALL SDWC IN HATCHED AREA SDVvC15600 12' MIN 1.T/d' MAX s� OVERHANG fare SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTH' CUT. 2� OPT. SDWC INSTALLATION RANGE XX CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALLTHROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY ±5° INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, 12" TO 1' FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3/d"31/d" f 3/4'31/4' 01idY.'mnism bPfdlab Optimel227i° ap4allarwlvaYpa 30° � 10' 0° j I IT 8pioe may tea h tipper S'3Y" arbor pYb 3£• Irriilaan wipe Mras trill vaYar hadla9on Ar+b MYinan 6Q)eDYwl®a1MSpbOYlRatsiiarab SDWC SCREW TO STUD -NARROW FACE 3'=1'-0" Ralbr or Truss J4' m eiebn� mrfla values (wilh or Splice may be in upper w bwor pleb vrithout a phb Wlice) Offset Y." from top pleb splice forfull values SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. Optir�wl Y1J4' N)• �3`2):• SONCY9IOD a9ldbDaiteTapPYYa (NtleFad911� Idolx 8ldbdwtls by pldx of uxL 9 W baFiQ W otEle 6o9nn plelas or lvsadiooraYrir. SDWC STUD-TO-TOPIBOTTOM PLATES CONNECTION SDWC STUD•TO•TOPIBOTiOMPLATES CONNECTION N.T.S. GUIDE TOOLaide GUIDE • �3!!!,!!e� CHANNEL 7 \ r'' I / shot-AtQlMmawhawwwnplldabol(MAe rdw,alt� +Mihafpdils SiapAMtlDWCbarlpeBa KO (� u. ♦ /� ✓ '� � ++•i3�i#® s�z-wnemlrl.rgbaNsn■sowG uapt+bsa+ae draWbaraus pplbaliawwlm anpbd� trPb 10'30'(w tleW ta)Onn Mhalddona�... bah9iim z � °+ W r�1pp ptrldaholnrywlalrlaladCO 9bD9-OtAe MSDWC uad ite haaddhll ne{Ie�waR dntleap plala Vadyllrltlraniladri �.rtMll•e�}•awae� Z J O � SDWC MdSTALLATICM�����J�70�SZ (ROOF TO o/ I � V° QZ w o O � + wu sow/c ISTauAnoN INSTR� � o WALL) °+ � � rn LL Pressure treated siA 90RIC161®d8i Pda LLnitln Rik BarkEO,Y (YMaFawdahld) f1oR 9BphbarrAnbblatlionmtahoantrdaly. SDWC STUD -TO -SILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION srRucrle+A1. wooD BcrEws FOR TRLssnRAFrEFt SfI1D-TORATE AND FLOOR-T6FLOOR CONNECTIONS ARE MANLIFAC111RED AND 7RnoeAnw�D BY •SNPSON srFallo-nE COLPANY, INC, HOME OFFICE, ON w. Lws PasrrAs eLw. PLEA9ANTOf1 G 9l5%T@ (SOO) 9948089, FAX te26i 817-iSBT. •SNP80N SIftONGT1E COMRANY. NC.' IS AN 190 9001 REGISfEfi� COMPANY. 2 USE OFTI+ts PRODUCT IS SUBJECT roREAPPROVAL OF THE LOCAL eULOuaG OEPARTMENr. S THESE PRODUCTS ARE PART OF THE OVERALL W90 11PlFf FORCE RESETTING SYSTEM OF THE STW1CTl11E. DESIGN OF THE BlllDilG9 MAN wND FORCE ftFal9tNG sysreA Np1AN0 THE LOAD PAIN ro 7RAtL9FFEN tIPLFF FORCES FROM 7FE STRUCTURE TO THE GROl1fD.19 THE REBPOfBBIf IT' OF THE SPECFIHL !. ENGf✓®2aFRECORD ISPHSMTTIDTOMODIFY DELISFOR 9PEpFICcorartlDrls. I THE CONTRACTOR sIuuLVERFYAU DIiENSIONs, CONDITIONS, Err. PRIORro NsiALIATaN OF ANY SiROf10-0RIVE scFEws FOR THE WIND 11RIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOl1Pa, THEY SFIM.L BE BROUGHT ro THE ATTENTION OF THE 9PECIFEI2 FOR CLARIFICATION PRIOR ro COflSTR<1CIaN. ONLY COMMON FEEL TRUSSES W/ A MIN. b1? OVERHANG CAN 118E THESESCREWS RAISED FEEl/TAI BEARYd(i, ETC. MUST 118E COMMON, METALTRISS CONNECTORS PER COfSIECTERSCHEDtp F e. INSTALLATION OF PRODUCT SHALL BE DONE NOOfEOPo.NNCEro71E8E ORAW9aSTfE PERFORMANCE OF MODIFIED PROd1CTS ORALTERED INSTALLATION PROCFDIAES ARE THE SOLE RESPON81&LfT1' OF 1TE FRMA9aR.BFRAL CONTRACTOR. CONTACT FOR IF INSTALLATION p6IRUCf10fI8ARE NOT FALLOW®. 7. SMP80N STRON6TE COMPANY.NG RESERVES THE RgHTro CINNGE SPE(2FK'ATpN6, DF.SIONB. Ate MODELS WTRaUTNDTICE OR LIABIT' FOR SUCH CIMNOES. I ALL HARDWARE CALLED OUT I&SI.PeON STRONG -TIE. 9. DOUBLE TOP PlATE39FiA11 BE FASTENED PER DETALN1F07/802 1QCONIRACTOR MAY 118E SBPSON SDVYC/SBOD SCREWS ONLY FOlLOw9a CONFIGURATION W OR (B) TFi6 SHEET N LIEU OF 9NP80N N70A OR SBPSON Ht8 FOR COMMON OR JACK TRUSSES WMHE 11PlFT DOES NOT F7LC®(11%b) FOR OFA9P OR (7048 b)FOR SPFAP. E ' N T.S. NOTES Eaa: TR U rc a cHEar: TH 0 w JCe No. STAR-1]id5 t aG1LE: AS INDICATED w DONE: 0]/1523 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR 8 ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING 8 DESIGN, OF WMR 8 ASSOCIATES, LLC is strictly prohibited. SDWC NOTES SDWC/F STRUCTURAL ASSEMBLY 11.8 AN Ip r N.T.S. ?rnin ll 1.b 1.c 1.a Drive the SDWF screw vertically (90' t 2') into the center of the upper -wall bottom plate. 1.b Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90' t 2') prior to driving SDWF into lower -wall double top plate. Adjust if necessary. 1 Z Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. 6 1r -TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. Softgor Ism Joist or* SDWF .a+:-Wtz� rdWoorow 000. boec n CODES: SDWF: ICC•ES EM3046 TUW. Kr -ES ESR-2320 SDWF npdel number per dell 6 --4W- Lowsrwalloppidesplcestown End DMWO Note: Studs, floor joist, bloddrg and skid-E0111010 oarnectior>s not shown for darkly. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: Shx"D-plateconnections ate 1'Mmdmm and are rot shown for do* Studs, Post and blocking per Designer Double SDWF shown (Single SDWF TUW sln*0 SDWF-TUW CONCENTRATED LOAD RESTRNNT AT CONTINUOUS WALL N.T.S. 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that it points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2 • Simpson Strong -Tie Strong -Drive SO screws (provided). 1. STRONG-D STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD -TO -PLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY 'SIMPSON STRONG -TIE u COMPANY, INC.' HOME OFFICE 5956 W. LAS POSITAS BLVD., PLEASAN TON, CA 94588 TEL (8W) 99956M, FAX (925) 847-1597.'SIMPSON STRONG -TIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. 5 U 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. w 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF?� STRUCTURE DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING V, PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE BILITY s OF THE SPECIFIER. 2 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. •••• 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDInONS, ETC. PRIOR TO IN QA%INY # ✓ �I STRONG•DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY j ui FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR • i d N J m CONSTRUcnohL • (10 o 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE 7 • J o u PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PFYX2 Dl$�a4 [� • x RESPONSIBILITY OF THE SPECIFIER • O w _ z g 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPEGFIiI >I�p1C6• AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. •• • O ° e� v LL ,•Y � w ••• 8 ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE: �� • k •• 0 _SINGLEBOTTOM o P z `ow Allowable Joist Depth Below (in.) SOMMAYS Model No Single Bott. Plate Double Bott. Plate 0 • � OrFypM VERnCAL21Mx Min. Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-718 9 .10 SDWF2720-TUN 0 12-1/2 14-1l2 10.7/8 13 n Z 6 z a SOWF2724-TUW 16-1/2 18-1/2 14-7/8 17 > III i SDWF2726-TUN 18-1/2 20.1l2 16-7/8 19 0 a U v( 1. Joist depth listed based on the % sublloor and 3' of thread penetrallon inb double by plates- 2 See L-FSDWFALTHT letter for 11 V,11 V, and 16' joistdepCts. SDWF ANGLE LIMIT INSTALLATION & ALLOWABLE JST. DEPTH N.T.S. Note: SQs:14D-plate connedioris are requirec complete the load path a are not shown fordo*. Double SDWF shm (Single SDWF-TM sh SDWF-TLPH CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive! N.T.S. SDWF DEPTH GUIDE v O v OUT MalDF WALL 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than 9/ez" and no less to % '. O Z 0 O z 0 SDWF-TUW U.S. PATENT 8,276,323 0 The Strong -Drive SDWF is sold as a kit that 0 Includes: (25) SDWF wood screws (25) TUW take-up washers (100) #9 x 2)J" Strong -Drive SO H structural -connector screws a/re" hex driver bit p Yi hex driver bit h Screw depth guide to ensure proper SDWF g engagement with TUW 0 o U) a F —1 yll < _ w ° IQ VtG Q w o2=o� �o• 3 9 (n it W W �F F 9 w q z z Cv 2 J � 0 Pl C m a y�0 U O LU m J O _ ui Z ° l-a3 wo MXz W W W a 0 < J m 0. f�a� V5 f :, srnucTURU ENc: rN � ac cNEac TN 0 w .IDe No. STAR-1T115 i SCALE: AS INDICATED I .1 ore: mnsm SDWF C" !V O N J 1) i COPYRIGHT MCD 2015, The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 'w • 2x WALL FRAMING PER PLAN OR SOLID C PANEL SPLICE Y1p ELfir COLUMN AT PANEL SPLICE LOCATIONS MAX GAP BETWEEN PANELS COLUMN PLIES NAILED PER WF0SBD2 NAILING PER WALL SHEATHING WFI05D4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WAUF/ N.T.S. Ci Qw �Q ®�3 F aSa %dW e c� INSTALL FIELD INSTALLED TOP PLATE (2) 0.148" x 3" @ 3' O.C. PER WF07/S02 S 46" PAST SPLICE B" EACH WAY A �_) MAX.f A� WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. 1/8' GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF07/ rru� TOP PLATE DETAIL AT CORNER N.T.& NOT USED WALL SHEATHING PER WF105D4 (2) ROWS 0.148'x S- NAILS @ 3- O.C. PANEL TO PANEL (1) ROWS 0.148'x 3- NAILS @ 3" O.C. EACH FACE OF CORNER AS (2) ROWS 0.148'x 3' DRAWN. ALTERNATE NAILS @ 3" O.C. EACH ROWS AS REOUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WF70/SD4 (2) ROWS 0.148k 3" TOP PLATE NAILING @ NAILS 0 S. D.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 WAIL SHEATHING WALL SHEATHING PER SHALL RUN WONT. WF10/SD4 WALL SHEATHING WALL SHEATHING PER SHALL RUN WONT. yxF10/Sp4 FROM EACH WALL FACE TO CORNER, ROWS 0.148"z FROM EACH WALL FACE TO CORNER. (2) ROWS 0.148'x T MAX. 1/8' GAP NAILS @ 3' O.C. EACH BETWEEN SHEATHING FACED CORNER AS MAX. 1B' GAP NAILS @ 3- O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED PO VERTICAL PANEL SPLICE DETAIL /�VPO� VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. INS 1 ALL HI INSTALLEI PER WFU7 SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148" x 3' NAILS (2) 0.148' x 3' NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD @ CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING ' I "I NOT .=THING I NOT SHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H216 (2)21682 SYP H4X6 3.5'XS.S'AFP 1.6E SHORT SPAN HEADER H2x8 (2)2z8 92 SYP H4x8 3.5".SS" AFP 1.6E SHORT SPAN HEADER H2x10 (2)2x1002 SYP H4x10 3.5N9.5"AFP I.BE SHORT SPAN HEADER HN12 (2)2x12#2 SYP H4x10 3.5k9.5"AFP I.6ESHORT SPAN HEADER 1. WHERE SYP R2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS. AFP 1.6E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16DD000 psi, FS =1500 ps, FV = 175 ps, FC-PERP = 650 P. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. C TOP It SPLICE C PANEL SPLICE W/ MAX 1/8' GAP 1'-T MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE (2) 0.148'x W NAILS EITHER SIDE OF PANEL SPLICE TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2. WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WPOI THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148'x 3' o NAILS 0 s- Oz. (FOLLOW NAILING O REQUIREMENTS THIS — DETAIL FOR ALL TOP g PLATE SPLICE LOCATIONS) o T; ?711111 ✓ .. / �) wwwwwwwwww . ti�..V . t w®ti O C" wp® •� �' e. 7 w� N "+ ALL DS N wvw Ui w 1Y N m w w p � �w Q Z UY C N ND LE R ® O Z p hp ee Z �F O Z cS L2 >>>>>8 a LL J o wJ Q Q w WLud �$ m a �� QF J �z § WE UL! w= W i w � • 01 In 0 Z' O r w J < O LU m S az - w =>ao t9 F- t— o 0 N' a_j0 r~iiv� • 0a p 6TRlN:NRK ENO: TH t/1 DRAfTIND; S STRUCT: OP < OC CHECK: TH 0 w JOB No. STAR-17145 t AS INDICATED PATE: 07/16123 y 0 WP1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I I MIN. (3) Zx SYP p2 STUDS REDID @ END OF LANDING W I MIN. (6) 0.162" X 3-12' NAILS FROM (2)202 SYPp2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)212 SYPp2 STRINGERS W/ SIMPSON A351 A34 CUP TO FLOOR SYSTEM 8 LANDING FRAMING (2) 2.12 SYPp2 BEAM PER SCHEDULE REOV @ END OF LANDING FOR STRINGERS TO CONNECTTO. BEAM TO BEARDIRECTLYON / BUILT UP COLUMNS BELOW OR ALTERNATE HANGER @ RIGHT OF THIS MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148" x 3" TOENAILS EACH END / SEE TABLE FOR MAX. STANDARD (3) 2X72 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2,,JOIST IN LINE WTH MIDDLE 202 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2xe SYPp2 JOISTS jo @ LANDING @ 16'O.C. W/SIMPSON AWOR Z 0 LUS26 HANGER ON g 0 EACH SIDE w� MIN. 2.8 SYPp2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 0.187X 312"NAILS@IS* DETAIL WOTH OF LANDING O.C. MAX. TO EACH STUD. (2) 1/4" z 31/4" TAPCONS @ 16" A -A PLAN VIEW @ 90 DEGREE TURN LANDING WALL) FOR MASONRY MIN. (3) 1, SYP p2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING @ END OF LANDING W/ MI RE MIN. (6) OF X DI SEE PLAN FOR DEPTH NAILS FROM (2)2u12 SY HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)Zx12 SVPR ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN w000: Huz10-vHuczlo-z WI (18) 0.162" x 312' NAIL TO LEDGER/SUPPORT AND (t0y1.148" z 3' NAILS TO (2)2x12 SYPp2 HEADER MASONRY: HU210-21HUC210-2 W/ (18) 1/4'x31/4' TAPCONS TO CMU AND (10) 0.148' x 3' NAILS TO (2)2xl2 SYPp2 HEADER STANDARD(3)2X12 SYPp2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING 3/4' PLYWOOD OR OSS SHEATHING OVER F LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES STAIR WINDER DETAIL MIN. N SVPS; LEDGER (P.T. I ATTACHING T( MASONRY WAI - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148" x 3' TOE -NAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR WOOD WALL MASONRY WALL FRAME WALL BI MIN. 2x8 SYPp2 JOIST (P.T. IF SCHEDULE REDID END OF @ F IN. 218 SYPp2 JOISTS ATTACHING TO MASONRY WALL) CONT. LEDGER W LANDING FOR STRINGERS @ LANDING @ 16"O.C. (3) 0.162' x 3-1/2" NAILS @ 16' O.C. CONNECT TO. BEAM TO BEAR W/ SIMPSON A35OR MAX. TO EACH STUD. IQ) DIRECTLY ON BUILT UP LUS26 HANGER ON 114"x31/4" TAPCONS @ 16" O.C. COLUMNS BELOW OR EACH SIDE ALTERNATE HANGER @ MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL \ A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WDri OF LANDING 3/4' O.S.B. W/0.131'S2-Ir7 NAILS @ 3' O.C. TOP AND A35 @ EA STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER FRAMING PLAN TYP. SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH / PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @END OF LANDING PER SCHEDULE OPTIONAL (2)Zx12 SYPp2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/(18) 0.162" x 312" NAILS TO LEDGERISUPPORT AND (10) 0.148" x 3' NAILS TO (2)202 SYPp2 HEADER MASONRY: HU210-20HUC210-2 W/n8) 1/4Y31W TAPCONS TO CMU AND (10) 0.148' x 3" NAILS TO (2)2X12 SYPp2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYPp2 CLEAT AND ATTACH TO JOISTS BELOW W/ (2) 0.148' z 3-1/4" NAILS @ 16' O.C. (3) 0.162" X 312TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER 77 WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2X12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @ MIDSPAN A SUPPORT A INFORMATION. A34 @ EA. STRINGER TO LANDING 2z JOIST (P.T. IF 2. ATTACHED TO STRINGER i i (2) 2x12 SYPp2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER w/ I 1 I 1 PER SCHEDULE @END (3) 0.187 X 31R" NAILS @ I I I I OF LANDING FOR /6" O.C. MAX TO EACH 2x12STRINGERSONE 11 I I STRINGERS TO STUD. ((S z31M' ON EACH SIDE AND I 1 I I CONNECT TO. BEAM 0 1 @ 16' O.C. ONE @ MID -SPAN I 1 I I TO BEAR DIRECTLY ON MAX. FOR MASONRY MAX. FOR I I I BUILT UP COLUMN WALL) A35 CONNECTION I11 BELOW. WOOD OR MASONRY WALL SEE PLAN FOR 2X6 P.T. SPF 02 (MIN.) LET4N MORE INFO FASTEN TO SLAB USING MIN. (3) 21 SYP p2 MIN. (6)1/4"x3-1/4" EVENLY COLUMN 2x JOIST PER SPACED TAPCONS @MIN. SCHEDULE END DISTANCE OF IAfX 2X P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO SCI BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM I.SVP) JOISTS (p2 SVP) MAX WADTH OF LANDING 12'-0' OR LESS I (2) Dz12 1 2X8 9'-0' NOTE 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE M. 2. (2)2x12 SYP02 BEAM IS REOU[RED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SQEOF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3) 014 X 31/4' NAILS AT 6 O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 2t4 p2 SPF STUDS @ $EE ARCH PSTUDSW/(2)0.167x312'24'O.C. L2x4 CONT. TOP PLATE MAX 4'-0" AB TOENAILS (ATTACH TOPPLATETOZA p2 SPF STUDS @ 24' O.C. WI (2) 0.148' X 3-1M' STUDS W/(2) 0.187�3`7 TOE-NAILSOc VERTICAL @ NOTCH SILL PLATE TOE -NAILS BOTTOMO.C. MIN. AND @ ANV AN FOR VERTICAL 2x4 SILL PLATE w/ 12)NOTCH SILL AND 2x4p2 SPF SjOPENING. W/IN 01483'NALSPLYWOOD 4FL-R FLOORING O.C. EVERYHANDRAIL KNEEWALL O.C. (NOTCHED @ 2xSTUD ALLOW VERTICAL TO AVERTICAL � 2zL-BRACE W/0.148'xTO 31/4°NAILS @4' O.C.FACE LOCATIONTO SLIDE DOWN TO NOTCH FLOOR OF (JOIST SHEATHINGTO TO Woo f�[ S• (OTHER H•ACCOMMODATE 2x 2x6 VERTICALTOE-N W/ (2)OMIi II ' !ATTACH Taa.1 VVERTICAL ANDTO (JOIST W/ (3) Y" x 3' � - • L-BRACE @ IN O.C. OPENINGEQUALLY SOS WOOD SCREWS 2X4 SIt1iYATF,J(V/ANY 0.167Xd1 E41A 2x4 CONT. TOP PLATE I I SPgCE IN CAM l' 0 ATTACH TOP PLATE TO 3f�Y-} 4% (JOIST TO OUTSIDE TO ♦B z X3 O z 3' NA L '��M'''I""""""L#��{��{C��-��- t STUDS W/ (2) 0.162, x 312' FACE OF JOIST FLOOR( T4 • / L 6 O TOE -NAILS 2x4 p2 SPF STUDS @ 2P O.CW/ .(2)0.14S'x3-IW DOUBLE 1 JOIST PARALLEL TO FLOOR NTs i ATTACH 2xli (�tiBl$T• w C• _ W/ Y ••• k SLICE CUT PLYWOOD TOENAILS BOTTOM 2z4 CONT. TOP PLATE 3'Y '�' (2) V C� SCREWS ED tj •• �1I SPACED 8 CE jEpED1 • D' FLOORING FOR STRAP ATTACH TOP PLATE TO i, SEE ARCH PLAN FLOOR IN IJOIST PP Js O ��.< i 7l STUDS W/(2)0.167 z 312' TOE -NAILS MAX. 4'-O'ASOVE 8" WIDE WEB `r'r? r x o 2X402 SPF SILL PLATE x I % STIFFENER @ 4S O.C. T F ! 3 ST STI W/ (2) 0.148' x 3" NAILS 2.4 p2 SPF STUDS @ 24- PERPENDICULM TO FLOOR EA. BRACE) w/ (2) @4'O.C. O.C. W/(2)0.148'x31/4" i 2x431Ll PLATE W/(2) ROWS OF 0,148'x3' o TOENAILS BOTTOM I 0.148" x 3' NAILS @ 4' NAILS @ 3" O.C. NOTE: 0 L O.C. (NOTCHED @ 2.6 STIFFNER TO BE LL AP ( EA O STRAP STRAP (1 EA. SIDE OF SIDE NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF STUD) EVERY 48' O.C. PLYWOOD FLOORING BOTTOM CHORD r FLOOR BEAM CONDITION TO ALLOW VERTICAL TO SLIDE DOWN TO FLOOR BEAM SEE PLAIT FACE OF (JOIST 2x6 VERTICAL AND p y ATTACH ZX6 VERTICAL L-BRACE @ 6'1r O.C. 8 TO WOIST W/ (3) Y' x 3' @ ANY OPENING If ST02 SECTION @ HANDRAIL W/ EOUALLYOD SCREWS 2 (JOIST SEE PLAN 2 FLOOR BEAM CONN. JOIISTTOOUTSIIDE'" s SCALE 3W-1'-0' FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR AT s. i MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL. ALL OTHER PANELSTO BEAR ON LEDGERS FLOOR PARTY WALL OR - ELEVATOR WALL SEE PLAN 2X6 p2 SPF CONT. - LEDGER W/(2)1/4-X 312' SDS SCREWS @ RIMBOARD 16' O.C. MAX INTO STUDS OR FLOOR 2X6 p2 SPF JOISTS @ 17 SYSTEM TYP. EACH O.C. W/ (3)CI x 312" END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION 9 ELEVATOR TEMP. FLOOR SCALE:3W-1'-0' FLOOR SYSTEM MIN. 7116' SHEATHING W/ RSRS-01 (0.131NZW) RING SHANK NAILS @ 6' O.C. ON EDGE AND 17 O.C. INFIELD 2X8 p2 SPF CONT. - LEDGER VW (2) IW X 312' SDS SCREWS @ RIMBOARD 16' O.C. MAX INTO STUDS OR FLOOR 2X6 02 SPF JOISTS @ 17 SYSTEM TYP. EACH O.C. W/ (3) 0.167 x 312' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/ ZX6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE: SN' • 1"a MIN. 7116' SHEATHING W/ RSRS-0l (0.131.2JW) RING SHANK NAILS @ S' O.C. ON EDGE AND 17 O.C. IN FIELD ATTACH PLATFORM TO LEDGER VW 1W X 312' SOS SCREWS @ 17 O.C. ON ANGLE TYP. CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 3 2 VMDTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND SHIFTED OUT TO ALLOW FOR PANEL 3 (WHICH IS LONGER)TO BE INSTALLED LAST PLATFORM LAYOUT ANDWALLAID LOCKING EVERYTHING TOGETHER. /'- MID SPAN BLOCKING W/ (2) 0.148P.A3 /I 'TOENAILS MIN 7/16'FLOOR PLATFORM DETAIL SHEATHING PARTY WALL OR ELEVATOR WALL SEE PLAN ATTACH PLATFORM TO LEDGER W/ 1/4' X 31IT SDS. SCREWS @ 17 O.C. ON ANGLE TYP. MIN 7/18" FLOOR SHEATHING PLATFORM DETAIL 2X6 02 SPF @17 O.C. 2X8 p2 SPF a IT D.C. ,11 N ❑!T Ltd O I g Q ~ t! H z 5Z � < ~ O . R. �s W W W 0 Z� V Oq Z = ~ w �F�.ui wz ZNo Lu W O i3 g C to IF O tko z_ to a 7 Q � C im0 °u =az - = a o - a�H- 0:L'U0 N V F- • STftUCNRALENG: TH OC CHEd(: TH w H JOB No. STAR-17145 'IS -UE: AS INDICATED w MTE: 0711523 ST1 M CV N `� 4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.