The URL can be used to link to this page

Home My WebLink About38087-38101 Elby LnMII� MiTek' RE: TTH34-37 - Site Information: Customer Info: Starlight Homes Lot/Block: 34-37 Address: ., . City: Xephyrhills Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: TTH34-37 Model: 4 plex Subdivision: Tyson State: Florida MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: 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, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that 1 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 1 T30641891 C1A 5/25/23 2 T30641892 C3A 5/25/23 3 T30641893 CA 5/25/23 4 T30641894 CJ3 5/25/23 5 T30641895 EJ5 5/25/23 6 T30641896 HJ5 5/25/23 7 T30641897 T01 5/25/23 8 T30641898 T02 5/25/23 9 T30641899 T03 5/25/23 10 T30641900 T04 5/25/23 11 T30641901 T04A 5/25/23 12 T30641902 T05 5/25/23 13 T30641903 T05A 5/25/23 14 T30641904 T06 5/25/23 No. Seal# Truss Name Date 15 T30641905 T06A 5/25/23 16 T30641906 T07 5/25/23 17 T30641907 T07A 5/25/23 18 T30641908 T09 5/25/23 19 T30641909 T10 5/25/23 20 T30641910 T10A 5/25/23 21 T30641911 V03 5/25/23 22 T30641912 VO4 5/25/23 23 T30641913 V05 5/25/23 24 T30641914 V06 5/25/23 25 T30641915 V11 5/25/23 This item has been electronically signed and sealed by Velez, Joaquin, PE 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 based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2025. 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 or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO 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. PQU I N VFW -* J* i ,�� ,O . • GE'N, No 68182 3 STATE OF :�� •�� ''��S 0 N A� .�� Joaquin Velez PE No.68182 MiTek Inc. DBA MiTek USA FL Cert 6634 16023 Swingley Ridge Rd Chesterfield, MO 63017 Date: May 25,2023 Velez, Joaquin 1 of 1 If w ,� LOT 34 - PULSAR 'NR' FL 0./.10 SLAB PLAN'N' FL 1.11 FLOOR PLAN'N' FL 1.11.1 FLOOR PLAN OPTIONS FL4. 11 SECTIONS FL 5.11 ELEVATIONS'N' FL 5. 13.10 ROOF PLAN'N' FL 6.11 UTILITY PLANS W LOT 35 - PULSAR 'MR' FL 0. 1.9 SLAB PLAN'M' FL 1.10 FLOOR PLAN'M' FL 1.10.1 FLOOR PLAN OPTIONS FL4.10 SECTIONS FL5.10 ELEVATIONS'M' FL 5.13.9 ROOF PLAN'M' FL 6.10 UTILITY PLANS'M' LOT 36 - PULSAR 'J' FL OAS SLAB PLAN'S FL 1.7 FLOOR PLAN'J' FL 1.7.1 FLOOR PLAN OPTIONS FL 4.7 SECTIONS FL 5.7 ELEVATION" FL 5.13.6 ROOF PLAN'J' FL 6.7 UTILITY PLANS'J' LOT 37 - PULSAR 'O' FL 0.1.11 SLAB PLAN'O' FL 1.12 FLOOR PLAN ID' FL 1. 12.1 FLOOR PLAN OPTIONS FL 4. 12 SECTIONS FL 5.12 ELEVATIONS'O' FL 5.13.11 ROOF PLAN ID' FL 6.12 UTILITY PLANS'O' 4-PLEX BUILDING - A A 0.1.1 SLAB PERIMETER PLAN 4-PLEX A 1.1 FIRST FLOOR PLAN 4-PLEX A 2,1 SECOND FLOOR PLAN 4-PLEX A 5.1 ELEVATIONS4-PLEX A 5.1.1 ELEVATIONS4-PLEX A5.12 ELEVATIONS 4-PLEX A 5.1.3 ROOF PLAN 4-PLEX DETAIL SHEETS D-1 DETAILS D-2 DETAILS D-3 DETAILS D-4 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 FHANA 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 1 112 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 II 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 1/2 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. THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL - 7TH EDITION, FLORIDA FIRE PREVENTION CODE 7TH EDITION (THIS INCLUDES THE FLORIDA SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, AND 2018 NFPA 101 LIFE SAFETY CODE). NFPA 10, 2018 EDITION, STANDARD FOR PORTABLE FIRE EXTINGUISHERS. NFPA 13D, 2016 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES, NFPA 70, 2017 EDITION, NATIONAL ELECTRICAL CODE. NFPA 72, 2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE. NFPA 90A, 2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS. 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 ALL WORK SHALL COMPL CODE; FLORIDA SUILDINI NATIOi> A ELECTRIC COD AND THE CITY OP �FF?alvc Arm.. WITH PREYNU t CODE$ \,% - * g N "Tv PL /V p-j v LU-� (� e � �Vs y i E .1 Fi LI p'c 4-PLEX A LOTS 34-37 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 1588 SF FIRST FLOOR 12415 SF SECOND FLOOR 798 SF SECOND FLOOR 3255 SF HEATED 1386 SF HEATED 5670 SF GARAGE 1226 SF GARAGE 891 SF PORCH 32SF PORCH 125 SF PATIO / '.V. PORCH 60 SF PATIO I COV. PORCH 320 SF UNHEATED 338SF UNHEATED 1336 SF V& Lu g j 62:z ` 4% lY z .; ISSUE DATE: 1-06.23.2023 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: Q M H W IJJ LXLI CM ai J °C aCl) > 40 0 SHEET NO: T-1 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 HOLODOWNS, 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/SUDER 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 ILINE OF FRAMED WALL ABOVE v e 1 LOT 34 3 12' 10'-0• PATIO SLAB y 4' I 3 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDERALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. s E IV-10 1/2• T .. --- ARAGE SLABJREINF 2' i CCOE0ARCEP1N1 S CODE AND ENGINEER'S SPECIFICATIONS i F2 s^ j w t � � t N _ 10'-7• : 8'-7" i 3 i V 4 8' I 6- CURB AT EXTERIOR i GARAGE WALLS, SEE i STRUCTURAL 4 w F1 V-71/T 7 12" SLAB PLAN 'N' III = 1'-0" AT 27X34" LAYOUT 1/e' = 1'-0" AT 11' X 17" LAYOUT FOUNDATION WIDENS I AT SITE SPECIFIC 11 CONDITIONS PORCH SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS �� p�- as°m•Aa�Ba.�aJ�•�s�00 LL s Q7 ` • ) 1� • Yetee 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: M`Q z Z Z M a W a aH a 40 N SHEET NO: FL 0.1.10 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. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8-TYPE "X" GYPSUM BOARD 2 HOUSETOGARAGE DOOR SEPARATION. PROVIDE 13/8"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 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 SSES (2512-X54- SIZE) PERED SAFETY GLASS F WALL. HEIGHT AS NOTED JjJINSTRUCTIONS -SHOWER COMBO E-IN ELECTRICAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN LOT 34 312- 10'-0' PATIO 4'-7 12' 51-8' P It A OPT. ATRIUM DOOR 114" = 1'-0' AT 22X34' LAYOUT lie' = 1'-0- AT 11" X 17- LAYOUT ffp 4" ;i' V ' ` �✓ y eer )V o 'ySL! co (0 �..l •• e • N e IJ Q : � �► • /� e Co �9e c••e e9••e•••p 0 �i✓� J 2 O 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: U) Z Q CV) a X M o W Z a � a O cc o LL SHEET NO: FL 1.11.1 t•— _ ``�1111s41iiii/!!/r® CM /� ,Q' •• s+ O � 1L • Q CT • / }� C• v� �C ISSUE DATE: • ` 0623.2023 FOR �\ •a,,,,.s�p••rt'®!`r'J �� REVIEW REVISIONS: p r�°v�� I �14i14i1r1� LOT 34 12 5� 12 �5 These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER copied in part or in whole STRUCTURAL ENGINEER without permission from the builder. 0 2023 Starlight Homes 2ND FLOOR P . HT. (I_ ZNQFLWOW HT. _ �J _ _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION OWNER'S LAST SAVED BY: BED 2 BED 2ND FLOOR FIN. FUR_ FIQQOR P V1ST 15T FL_WOW HT. ENTRY ; w m O m � ❑ • 3 `�� MAINTAINMIN. FAMILY RM 17R 0' - 7 13/3T' 6'-8" HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. FLR_ W M O f- r, BUILDING SECTION 'N' d Fes-. w 1/4' = 1'-0" AT 22"%34" LAYOUT 1 /8" = 1'-0" AT 11' % 17" LAYOUT O N SHEET NO: FL 4.11 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 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/ 5/4x4 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 18-O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 1X 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. E iri r ;�2ND FLOORELF{T _ q/ 2ND FL WDW. 6 1■1© Q2ND FLOOR FIN. FLR v FLOOR PL. HT._ �.�,..... _.. 1ST FL. VVDW. FIT. 8' 16 FLOOR FIN. FLR_ ......... ... FRONT ELEVATION 'N' G) 114' = V-0• AT 22'X34• LAYOUT 1/B' = V-0' AT 11' X 17' LAYOUT LOT 34 � AND FLOOR PL HT_ V 2ND FL. WDW. FfT. 2ND FLOOR FIN. FUR. ,; _ FLOOR PL. HT_ \q 1ST FL. VA) . M. _ 1ST FLOOR FIN. FLR.I I111 REAR ELEVATION 'N' `% 1/4' = 1'-0' AT 22'X34' LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT Mlii1111 �' S Cz J f O Q V! 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: Q M z W M o d a �0 W SHEET NO: FL 5.11 t-- x C3 _ N J f O Q U Z LOT 34 PAWP/GFI @ y C4 TIO ri ac coND ISSUE DATE- He < 06.23.2023 FOR REVIEW CW REVISIONS: i TVA I TV - a ,.- l.. / REQUIRED PER B A - STATE AND - / LOCAL BUILDING { CODE ' i \ These drawings are the property of Starlight u - \ - GFI j�� DISHWASHER — I T� j Homes and are not to be - x . s Q � ( DISPOSAL —• [ � I i �. ,'`) L.. \ J I " utilized for construction, or copied in art or in whole DP P Hw 9 w a m= 3 w a € < T \ � ®/ - � L _ J _ � without permission from the builder. fl 2023 w W w o g oaJ V GFI , - ii HVAC MICROWAVE I1 SERVICE � PANEL L — I ® Starlight Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS PJd J 3 ( �•,/ ' x _. - TO LIGHT/ �REC PUMP C OSWITCH FREQ u v�v ABOVE TOLc"v I- jSWITCH ? BELOW .. SS KEYLESS 30A. ELEC. ..�' -'. WATERHEATER r-• \ / SERVICE PANEL SIZE AND LOCATION \\ LAST SAVED BY: wAu CABINET IN / IJTTIC .. S - f7 GARAGE // I _ I SPECIFICATIONS / 7J - _ AND LOCAL CODES >3 �i- r'� ELECTRIC METER _ (�(� 1 I 11 ¢ `� :III• />� / `� / \ / ` TELEPHONE/ TELEVISION KEYLESS ,y, \ SERVICE BOX 0 o /. (, m..l v ll CEILING ;i 1 [ BED; T?I� I � I /GFI DOOR\ �I / OPENER \ I x i U x Y o 2 W&NET,tt - p BASECABMETI k gg f r�r R , Z 3 m 4�.....--..... s — �a a 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 IN' FIRST FLOOR PLAN 'N' J 1/4' = V-0' AT 22104" LAYOUT = 1' 0" AT 11" X 17' LAYOUT 1/4' = 1'-0' AT 22"X3 LAYOUT = 1'-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 ( DUPLEXCUTLET tP wP'�I WEATHERRROOFGFIDUPLEXC FT ® C.m LEILWC MOUNTEDVNCANOESCENT FILING FAN P GHTMTURF USIIBUTTON SWROI �PRONOE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/LIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED"SUITABLE FOR WET OR DAMP LOCATIONS.' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �N GR UNDf.ULTORCU TE.UPTER DUPLEX OUTLET IP HALFswrtcHED wPLEz OUTLET W H'°MrOsv,FgKE DETECTOR MONTED-ANOESCENT ® .EO ANO INTER, ALL CONNECTEo w, BATTERv CEILING FAN wRH mcANDEscENr LIGHT FIXTURE BACKUP LGHTFWTURE y, RECESSED HC NDESCENTLGHTFIXTURE CO2DE1ECTOP (PPCP OE ADEQUATE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. mi• zzo Va-T OUTLET l^P} OR CEa-.-UN-.-. PVTURE HARDWIREDAND INTER ,.)'VAPOR PROOF ® CONNECTED— - 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. O REINFORCED.uncTGNBOX # BACKUP Q EXHAUST PAN (VENT TO EXTERIOR) MOSTAT R' ® GAS SUPPLY WITH VALVE OT THER do ® TELEPHONE —{re HQSEBIes - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. w,�swrtcH EXHALLsrvuuGHrcorewArGN �€ ! (VENTTOEXTEFOB) © TELEVISGN ' 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, AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE MANUFACTURER'S i' THREEwAV SWITCH A A a FauRwnY swrtcH �_ N-WATER snre our ® FLUORESCENTLGHTF-U E 8 ELEcmICA,ETER 0 EIECTRG PANEL SHEET NO: LIGHT AND wRi ENINETRUCTGNS Low VOLTAGE OUTLET TECH Hue SYSTEM I wALL SCONCE Ds oNNEQTswITGH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. FL 6.11 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 118" 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 LINE OF SLAB ABOVE F2 JUNE OF FRAMED WALL ABOVE FOUNDATION WIDENS - AT SITE SPECIFIC CONDITIONS LOT 35 19'A' 3 112" 10'.0" 9'A 112" 4 PATIO SLAB Ala 4" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE : UNDER ALL LOAD I IBEAMLOCATIONS Ij BEARING WALLS PRIOR TO POURING t OF CONCRETE. ` �i 4 11'-1010 7'94,f7 M e e N , ' ARAGE SLAB i/2" REINFORCE PER LOCAL CODE AND ENGINEER'S -! SPECIFICATIONS R t 10'-7- f i 6" CURB AT EXTERIOR GARAGE WALLS, SEE, - STRUCTURAL 6•-4• 1,• s•-o• V-z PORCH SLAB 1'-7 1/2" 1 V-7" 1'-7 1Y2" 8'-1" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 1/2" 7 1/2" 0SLAB PLAN V 1/4• = Vi AT 22"X34• LAYOUT 1 V = V-0• AT 11" X 17" LAYOUT t•- c J � Q '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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: aM X it z LV M I J N a a� a d� O 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 u FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 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. 1/7 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 1/ HALF WALL, HEIGHT AS NOTED 14 TUB-SHOWERCOMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS R ti WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION - LOT 35 OPT. ATRIUM DOOR 1/4' = V-0" AT 22'X34' LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT • -Aft 0 • 13`i • U C) O x C J � CrO Q I� ISSUE DATE: 06.232023 FOR —REVIEW ,G 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: z Q M a X O W M z a a. 40 cc O O LL C I� O G° COO) o '` ISSUE DATE: 06.23.2023 FOR Z �� •� •°••...�..••'°• Q� REVIEW !!, duff{!1l,.s+,ti'pt`�'re REVISIONS: LOT 35 12 12 e �s These drawings are the property of Starlight Homes and are not to be Will, 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 2NO FLOOR PL. HT. _ zND FLV D HT. _ _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED LAST SAVED BY: 2ND FLOOR FIN. FUR. 1ST FLOOR PL HT. 1ST FLWOW. Hr. _ U q a ENTRY ; w , FAMILY RM :- m q U o - U N m � MAINTAIN MIN, 17R Q 0 7 13(37 � , 6'-6' HEIGHT AT FRONT 1ST FLOOR FIN. FLR -- OF WATER CLOSET V M r, BUILDING SECTION 'M' J AT 22'X36' LAYOUT W = 1'-0' AT 11- % 17' LAYOUT a ` LLI (j) O SHEET NO: FL 4.10 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e"SOLDIER COURSE E5 ROWLOCK COURSE E7 FVPON OR EQUIVALENT LOUVERED 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/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4z4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ iX3 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 LOT 35 taae:r► �1(1�/ ...�� ••PPPPPP +� b s C G FASCIA • FRIEZE p • 2ND FLOOR PL HT.— 2ND FL. W HT. — — - PPP i$•�••P• p ` %�� — s CN 1s s• e�i 2ND FLOOR FIN. FLR. 1ST FLOOR PL Hi. — — — 1ST FL. WDW. HT. — . 6 — 16 ® 6 E12 m 4 16 00 Pi ........ m 1ST FLOOR FIN. FLR. _- ELEVATION V FRONT va• = r-o• AT 2rx34• uvouT 1/s• = r-o• Ar 1 r x m LAvouT 2ND FLOOR 2ND FL. WDV Q� ZND FLOOR I Q1ST FLOOR F qST FL V-dm ST ELOOR F REAR ELEVATION V 1/4' = 1'-0' AT 27X34' LAYOUT 1/e" = 1'-0" AT 11' % 17" LAYOUT S C O J 2 � 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 builder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: Q tM N W M co a O W w J SHEET NO FL 5.10 ROOF VENT CALL. ELEV. 'M' Nacre Area 1/JW RATIO AT HIGH 8 LOW i/150 RATIO AT HIGH & LOW AREA / s. SF 202.96 hG 405.92 n0 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 11150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARNHN- 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 CONTINUOUS 2'CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2' CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO B TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALLS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW D 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 9 PITCHED ROOFS AS NOTED, SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. LOT 35 1 IT-O' 1 6.6• H r, ROOF PLAN V 1/4' = VAT 22X34' LAYOUT iB' = V-0' AT 11' X 17' LAYOUT "v a . •°� sa R.S O .• �+ LU .. 0 � e .\ a•a•ssaN•• 0 rr- CM J F Q S Q li— W 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: Q M !E X RT z W M J J Cf) a aF o 44 ° J Is SHEET NO: FL 5.13.9 o-- C7 — w J 2 O Ck__ x Oct o f-. z . QLOT 35 riI� a c (n ISSUE DATE: HB a \h WP/GFI 23 2023 FOR REVIEW { }gyp III m. 7-t— - ( � REVISIONS: ® r' MI5 Y RM {} BEE, vi i 1 ; Ni LL ATV 1AN AS REQUIRED PER STATE o LOOL BUILDING cd, a i tproperty ° �^ j/ _ 7 .lY .. \ w _ ' TGFII , , These drawings are the of Starlight Homes and are not to be DISHWASHER I - olsPosAL — - �. ) ° 220 I � utilized for constNction, or copied in part or in whole ° V ° ° m m „ 2 `^'®/ without permission from the buNdec02023 w a m r: A ° R w ° y�x GFI g VP . r MICROWAVE < (i GFIL w, GFII ° GFI SERVICE Starl' ht Homes I g _ Qom- �I I PANEL -%A / � € } -+ V.D REC PUMP TO LIGFTV STANDARD ELECTRICAL BOX HEIGHTS )jf}' �. / � +: F RE° � ABOVE 3D '. TO LIGHT/ ) ,/ O (��,yd - -� LAST REVISION _ 'I't SWITCH \ 30A ELEC A \ / SERVICE PANEL ' ` 1 KEYLESS / E ,BELOW ' E ' 4 \ WATER HEATER ! ;, , = SIZE AND LOCATION IGHT IN t- I PER LAST SAVED BY: ## r \ i I t _ BUILDERS SPEC{TTIC AND LOCAL CONS WKL CABWET �� -- I _ ODES - I ! ELECTRIC METER °a TELEPHONE/ \\ TELEVISION KEYLESS ` I EN I _ SERVICE BOX O 1) 3j \ i / EILII ( t i Y Lei:"-li 2/GFI DOOR IIt I It OPENER WP/GFI m vw g i ci zmL.-E—NET ,veNE N l r o I ( ' 3 m € _ - _...... = LLJ CO _j I -- —LHe - a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) AND RECEPTACLE BOXES SWITCH AND BOXES 0 J OVER BATH CABISWITCH NETS OVER KITCHEN CABINETS SECOND ,� SECOND FLOOR PLAN V FIRST FLOOR PLAN V (D _j j 1/A' = 1'-0' AT 27X3A' LAYOUT = 1'-0' AT 11' X 17' LAYOUT `J 1/V = 1•-0' AT 27X36' LAYOUT = I'-O' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. # DWLE%DUTLET © CHIMES - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CELLJNG NO —INCANDESCENT �% CERING FAN WEATHERPROOFGFIDUPLE%W T LIGHTFI%TURE Pus"BUTTON swITCH (PROV9EADEOUATESUPPOR) CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. G - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. GVI GRGUND-FAULT aRcuIT-INTERRUPTER +10-N-EDETECTCR DUPLE%g1RET WALL MOUNTED INCANDESCENT ® HARDWIRED AND INTER - FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' LCHTFxTURE CONNECTED W/BATTERY CEILINGFANWRHWCANDESCENT aAc%uv LTFxnnE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENTONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE �} HALF S —13 DUPLE%CUTLET y R-1111;NCANDEscENT 111TFxTURE C. DETECTOR �CH TMO-1 ADE Msw 1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �} CELWG MOUNTEDLEDFxruRE NO AND IN— V 'a"' �eOVOLT O11T�T MI-vAPCR PRCCF ® ARgVIREcTEDwi BATTEBr - 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. O Q EXHAUST FAN (VENT TOEXTE ) THERNosTAr 0 GAssuPVLvwrtHYA<YE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REWFCRCED JJNCTION BO% OT CODE (NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # da. ® TELr=o,roNE �re HosE area WALL swrtcH E%TFANAICHTCCMBmWTr�N - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T'1a HAus(VENT TO IXTERroR) © TELEVs - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #� T— SWITCH iM wATBR Slue CUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, FLu ESCENTLIGHTF Ti a ELECTRIC RMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. J J FWBWAY sWITCH ® PANEL C� ELECTRIC {�1I - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LOW VOLTAGE OUTLET TECH Hue SYS1EM i CONNECTswRCH L1 WALL SEANCE WRITTEN INSANDINS. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE FL 6.10 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/e' 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 SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE LOT 36 19'E' 9'4 1/2- }F PATIO SLAB 01� 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE, GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. ` VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS UNDER ALL LOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. ej i 3 a I Y 12- I V-10 12" � M v N v E e 3 .. .`... "' GARAGE SLAB I 912' l REINFORCE PER LOCAL ( I {¥ CODE AND ENGINEER'S C { _.. SPECIFICATIONS R m F2 s o 9 10'-7- 6' S I 4' 6' CURB AT EXTERIOR € a0 , GARAGE WALLS, SEE j 4 I € N STRUCTURAL PORCH SLAB 2•• s-o" „" 6-4' REINFORCE PER LOCAL 6'-1' 1'41/2" 11%7" 1'-712' CODE AND ENGINEER'S SPECIFICATIONS 7 12" 7 12' SLAB PLAN 'S 1/4" = 1'-0" AT 22'X34" LAYOUT 1/6" = V-0" AT 11" X 17" LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS , I— `t,011tIY....::,r1s `�t � •eeNee:era�,�/y) CM �� % N Uj � Q T ! Q ~ O �1. f y F7�� 1 - ` rs ply x < ISSUE DATE: 06.23.2023 FOR REVIEW r I 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: Q CM X RIT z W co Q a dH a �O 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 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/HOLISE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/8' TYPE'X' GYPSUM BOARD 2 HOUSETOGARAGE DOOR SEPARATION. PROVIDE I3,B'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 a 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 (2512-X54- SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUBSHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS , R L 4.7 R 2" 12'-9" 6%11" WALL OF ADJACENT WALL OF ADJACENT UNIT, SEE COMPOSITE 8'6 //4" 6'-2 3/4" UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGSFOR LOCATION 111!!! LOCATION 3050 SH 3050 SH �l EGRESS 1 I I li OWNER'S ' WIC I BED � I 8 1"CLG. I I 1 I I I I I I O. BA I I b•-1" CLG 10'4 12' 2'-0 12' o L I 2468 ., ( Ic , m DN � a42' m 3 2 1/2" 5'-512- 7/2" 11 2468 Ell r � ,. HVAC I 0 I'7 m • 4 „ L < VANITY 14 2'-3 12' V-0m •- m m .q BA 2 m a 'w W-1"CL n w 2061 WIC 4 4 I I m 2468 R 5'-10' 3'-10" 4.6 12- 5'-0 12' I I I BED 2 I BED 3 8'-1"CLG. I III 1 P� � it II r 'EGRESS 'EGRESS 1 WALL OF ADJACENT 5'-9' oU 4'-212" 3'-11 12"4UJ �U 5'-9" 1 `WALL OF ADJACENT UNIT, SEE COMPOSITE 9'-11 12' W-8 1/2"UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION LOCATION 7 12' 7 12" r, SECOND FLOOR PLAN ELEV 'S 1/4" = 1'-0' AT 22"X34" LAYOUT 1/E" = F-0" AT 11" X 17" LAYOUT LOT 36 1 L 4.7 VERIFY 2" LOCATION IN FIELD WALL OF ADJACEN' UNIT, SEE COMPO£ DRAWINGS FOR LOCATION LINE OF CLIPPEE /- 6-4" WALL HI WALL OF ADJACENT --I UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 7 12' FIRST FLOOR PLAN ELEV'S 1/4' = V-0' AT 22"X34" LAYOUT 1/8" = V-0" AT 11' X 17' LAYOUT ., aaalll�d Soo Cv �I Q Rom" 10'-0" 3 12" PATIO A/C SH 1 3050 SH 60688.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL `r FAMILY RM 9'-1" CLG 3'612" 3'-9 1/2' 9'-912" 2'612 2868 D HANDICAP 1 2. ACCESS �E7_CLG, T = KITCHEN °I ` - 3 - 1s REF 0 I _ O__—J em WH 11' 7" -- - •47 „ SLOPING 28 68 0 m DP GARAGE 0 ENTRY SOFFIT, SEE EXTERIOR ELEV Hom- 8070 SECTIONAL 17 19'6' N J: �• • ••• `� •••w••••••• ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: J i WALL OF ADJACENT m UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION II ~r w I� sir WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION `7 12' 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: Q CM X -T a LLI Ch a V+ M CL F" o O 1 SHEET NO: FL 1.7 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, GARAGEIHOUSE SEPARATION AT VERTICAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 12-GYPSUM BOARD. GARAGEIHOUSE 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, 12' 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 125 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 36 OPT. ATRIUM DOOR 1/4' = 1'-0' AT WX34' LAYOUT 1/8' = 1'-0' AT 11' X 17" LAYOUT WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 2 *c w J � C OI 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: fN Z Q M a X O M W z . -i to I a �- a O O J 6L SHEET NO: FL 1.7.1 t— x c-1 ��►�illlll6e��°° �i� �' 0 •••,areaee•,e• � •z r• __ ISSUE DATE: 06.23.2023 FOR p dt� ®: Z s° CO e•`��jj� ,I REVIEW REVISIONS: seeeeo•°ee ��,��'s cv Q N LOT 36 ,2 12 s� These drawings are the 5 � 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 2NDELQORPL,. V 2ND FL. WDWF\V LAST REVISION OWNER'S BED 2 BED LAST SAVED BY: _ _ _ _ 2ND FLOOR FIN. Fes\ _ 1ST FLOOR PL HT_ �V \ 1ST FL. V DWli V i FPD4 a FAMILY RM -z w ENTRY a m, o0 Y O + 3 MAINTAIN MIN. 17R Q0'-713ld2" 6-e' HEIGHT AT FRONT OF WATER CLOSET' _ tST FLOOR FIN_ ELR--& LU CM o BUILDING SECTION'S J Cn 1/4' = 1'-0- AT 27X34' LAYOUT 1iE- = 1'-0' AT 11' X 17' UIVOUT a LU N �0 SHEET NO FL 4.7 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 e'SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOWERED 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 El 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 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 LOT 36 4 cz LL O �• O r CV vj �( W O � ^ O ^ yCOO 41 . . fi o4 's ` C4 ISSUE DATE: 06.23.2023 FASCIA •��so�o �`:✓� 16 y�� FRONT ELEVATION'S L % 1== I' . AT 2YX34' LAYOUT 1/e' = I -W AT 11- X 17- LAYOUT REAR ELEVATION'S 114" = 1'-0" AT 22'X34' LAYOUT 1/6" = T-0" AT 11' X 17• LAYOUT These drawings are the property of Starlight 15 Homes and are not to be utilized for construction, or Copied in part or in whole 1ST FLOOR FIN. FLn. -S Without permission from the builder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: Q M LOOR EL,H_,_-& =L_WOW. X W Co O HTTVV acj) I"' > W 40 -11 w nP FIrLFLS-,J� '.AOR EL HT.& EL_,"-w� ,OR FIN FLR Il V SHEET NO: FL 5.7 LOT 36 ROOF VENT CALL. ELEV. 'J' Name Area 1/300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW AREA 1 848 SF 202.96In0 405.92 MO 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER, VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SWILL 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 SWILL 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 2' CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2' CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENTAT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO 0 TRUSS MANUFACTURER SHALL SUBMIT STRUCTURAL CALGS STREET OR APPROVED DRAINAGE AND SHOP DRAWING TO THE BUILDER'S GENERAL FACILITY. CONTRACTOR AND BUILDING DEPARTMENT FOR REVIEW 0 DASHED LINES INDICATE WALL BELOW. PRIOR TO FABRICATIONS. 0 LOCATE GUTTER AND DOWNSPOUTS PER 0 ALL PLUMBING VENTS SHALL BE COMBINED INTO A MINIMUM BUILDER. AMOUNT OF ROOF PENETRATIONS. ALL ROOF PENETRATIONS 0 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. ROOF PLAN U 1/4- = V-0- AT 22'X34- LAYOUT 1/8' = 1'-0- AT 11- X 17' LAYOUT 83 6 ® U O U1 s Q O; .. ........... 0 ,N II— CM +— w J � 0 Q H 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: Q CM W CM a aH o 40 0 SHEET NO: FL 5.13.6 r~ x CM J f O LOT 36 Q 0 ISSUE DATE: y WP/GFI@A'{'•I^a o A/C COND. f............... .. . - <rj RB WP/GFI . u JJJ��xx 06.23.2023 FOR REVIEW REVISIONS: - �. Vtt!( I ) F t,;'J!1€ Y !-IM �: OWNERS ,► {L Y (1 C G. r TVS w aW a ` FAN AS REQUIRED PER { \�, STATE AND 0' BA LOCAL BUILDING CODE 1'" / ° ' These drawings are the x ry ( ! / IGFI DISHWASHER property of are not Homes and are not to be GFI u ., E r<i I C%I f N T� DISPOSAL utilized for construction, or copied in part or in whole �e o 4 w 8 m 8® o ` 22 �y� by VP ## (i �--- I — I MICROWAVE GF without permission from thebuildec 0 2023 Starlight Homes Ig 5 a o Gw HVAC it �• �' - SERVICE PANEL �� w�a LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS �;. • \ € j % ( " _ TO LIGHT/ " MP neove ' c — REC. Q. i TO SWITCH',€- I, BELOW KEYLESS yy.�y,�.r j SERVICE PANEL SIZE AND LOCATION 30A EIEC. / ` L.„ ; WATER HEATER '. ' \ / 1 LAST SAVED BY: u CA81NE LIGHT IN ) ATTIC j . _ J PER BUILDERS SPECIFICATIONS AND LOCAL CODES ELECTRIC METER R € I I \ tt1 C-d� / \ I >� TELEPHONE/ m ` ; T.-7'") f€ TELEVISION SERVICE BOX ` t L:n ; y 1 \ /KEYLESS \ E ^ f /FILING\ 0 iy/GFI D CV DOOR \ OPENER i \ 30'HIGBM ENITY M m 7 IL X W J r He aN F AND SWITCH AND RECEPTACLE BOXES RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 1 OSWITCH J OVER BATH CAB NETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'S 2 FIRST FLOOR PLAN 'S - 1/11 = 1'AT 22'X3 LAYOUT = V-.- AT I V X 17- LAYOUT `% 1/ r = 1'-0' AT 22-X34' LAYOUT = 1'-0' AT I I" X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFG) AS REQUIRED BY NATIONAL ELECTRICAL 0 --El � wsrcsl WEATHERPROOF GFI OUPIEX WTLET © CHINES iEILI-Nq-- MCANOESCENT IGHTF—E PUSHWJTTON SWITCH (RROVIDE ADEOIMTE SUPPoRT) � CEILING FAN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAN/UGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' , cROLMaFAUT aRCUIT.INTERRUPTER Dln�x ouT�r �I swnKEOETECTaR WALL YXHINTE. MCANDESCENT ® HMDWIRED AND INTER LX:HTFanRE CONNECTED W/BATTERY BACKLP (� CEILING FAN WITH MGNOESCENi LIGHT FO(lt&iE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. wuFsw'TCHEo wP�XouTLr=T � '� to V%T WTLET y RECEssEDMCArvDEscENT LOHrfanRE �} OR CEXMG MOUNlEO IEOfIXTURE COY DETECTOR HARDwmEDANO MTER (YR)-VAPOR PROOF CONNECTED WI BATTEN U�y�(/v ryRovwEADEouATEswPoan - PROVIDE AND INSTALL LOCALLY CERTIFED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED 8V 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. QJ REINFORCEDA1NCTgNBOX # eACKAw 0 E—USTFAN(—TTGEXTERaR) THERMOSTAT OT ® ��PHOf'E �® GAs suPPlr vnTH VALVE �re —E- - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. wAu swrtcH EXruusTFArxX;HTcorsMATVX� TTO EXTERKIR) - ! IVEN© TEIEy-- 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 THR i x WAY—WAY fouR-wAv swITCH ® fLuoREscENT LgHT FanRE 8 ELEcm�c METER o ELEcm�c PANFL 1W-wATER STUB our SHEET NO: wR— NsrRUcr IXxu. , LowvoLrAGE ounEr TECH HUB srsrEM j wAu scoeX:E - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE �� .� HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. I 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 _ LINE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 37 19'A' 9'A 1/2' 10'-0' 312" }tz PATIO SLAB T. 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER UNE. \ VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS UNDER ALL LOAD PRIOR TO POURING JBEAFIINGWALLS OF CONCRETE. 3 v 4 i -- 7' �12' 1 V-/0 12' 4-...... m _. 4 � � m Y GARAGE SLAB{$( 912 REINFORCE PER LOCAL CODE AND ENGINEER'S C SPECIFICATIONS ([ 9 F2 N W 8'-7' 10'.7' 6' 4' 6' CURB AT EXTERIOR a0 GARAGE WALLS, SEE 4 y F STRUCTURAL PORCH SLAB 2• 6-0 6-0 REINFORCE PER LOCAL 8'-1' 4.7 12- 11'-7' CODE AND ENGINEER'S _ SPECIFICATIONS 19-8 7 12' SLAB PLAN 'O' 1/4' = 1'-0' AT 22'X34' LAYOUT 1/8' = 1'-0' AT 11' X 17' LAYOUT / + — w vzz- •P ls"A ° ti ...'. Q , • C/J CO ire r • Q F- e � yLU �� • C0 �p ► ISSUE DATE: e • C 06.23.2023 FOR ••.yye.•••'`° �4i ��. 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 budder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: 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 SIUU 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 12' GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE(1) LAYER 6/8- 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. 12" 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•XS4" SIZE) 9 TEMPERED SAFETY GLASS 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 i 2 L4.1 2' 19'47' WALL OF ADJACENT UNIT, SEE COMPOSITE 6'81/4' 6'-2314' DRAWINGS FOR LOCATION II 3050 SH 3050 SH II ,EGRESS I I I I I OWNER'S ' WIC ' BED i 8'•1"CLG _ , 8'-1" CLG I I I O. BA 8'-1^ CLG 1 1014 12- 2'4 12• r z v 2468 DN 5-- 1 co +42' 11 m 3'212' 5'-512- 712" --- - 2468 G, 16 - r HVAC I B Im Q I � IT m VANITY 14 r3, -0 BA 2 m N -- - z c --- - - z 2866 WIC I W -- - - - -- 2468 1 2468 3'-10" 4'-8 /2" S'3 1/2" I BED 2 c I: 8'^"OLG BED S 8'•1" CLG I J I� 'EGRESS 'EGRESS , lg4u u an WALL OF ADJACENT 6'-312' 4'-8' 4'-11- 4'-912" UNIT, SEE COMPOSITE g•ql /2' 9'31/2' DRAWINGS FOR LOCATION 712' r, SECOND FLOOR PLAN ELEV 'O' 1/4' = 1'-0• AT 2rX34• LAYOUT 1/8• = 1'-0" AT 11' X /7" LAYOUT LOT 37 L 4.1 VERIFY 2 R LOCATION IN FIELD WALL OF ADJACENT UNIT, SEE COMPOSITf DRAWINGS FOR LOCATION j I Ili LINE OF - CLIPPED CLG. /- 6-4' - WALL HT. I 4 -ll I I WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 7 12 Go* 00 4�/ LL S ° Q +� 'C • N • Q F-- .. • a, Z ® O Q u e C s« — ISSUE DATE: y Q) 06.23.2023 FOR -�••0•e°see.•s'®^�fr �. REVIEW REVISIONS: TA 12' 10'-0' 3112-11 �8'10 PATIO A/C 6'-r 112" 4'-712" 0 SH 3050 SH fi068 S.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.12.1 FAMILY RM 9'•1"CLG i$ a 2866 D� a CESS P PDR' .I 2868 -- KITCHEN = 9- 16 0 Q - a42" 11 SLOPING 2868 0 UP " GARAGE O ENTRY 8'•1" CLG. SOFFIT, SEE EXTERIOR ELEV 9 2040 SH 2'-512' 3'-6' 2'-112' .11 PORCH 8079SECTIONAL 1'-2" 6'-0' 11•-9 12 8'-0' '-9 12 FIRST FLOOR PLAN ELEV'O' 1/4" = 1'-0' AT 22X34" LAYOUT 1/8" = 1'-0' AT 11' X 17' LAYOUT 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 bu0der. 0 2023 Staftht Homes LAST REVISION LAST SAVED BY: SHEETNO FL 1.12 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 FlRE 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) LAVER 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, 12' 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 (2512'X54- SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ASV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS LOT 37 10'-0' 3 12' PATIO 5'-8' 4-712' A P OPT. ATRIUM DOOR 1/4' = 1'-0' AT 22X34' LAYOUT 14T' = 1'-0' AT 11' X 17• LAYOUT c O M m • O L Z U) ✓� ®° \ s•ms°mN°� �'V �� F- C w J f O= Q ISSUE DATE: 06.23.2023 FOR REVIEW REVISIONS: These drawings are the properly 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: N Z Q V) a W V) z _J (n a a 40 O J IL SHEET NO: FL 1.12.1 �,> �i� CD + - w �� •L y� O q• O 41'• LL • Q �% • _ •az C4 w � ~ rii i G'9 •� o � W 4�< o ISSUE DATE: • •••� 06.23.2023 FOR REVIEW •••••s••s••®f (/�`�� Y REVISIONS: LOT 37 12 ,2 5� �5 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 — — "9F�—°ORS'—T -� Staftht Homes 2ND FL. WDW. HT. LAST REVISION OWNER'S BED 2 4 BED LAST SAVED BY: — 21ND FLOOR FIN. F_ LR. _. n — — — _ 1ST FLOOR PL-tE--& 1S_FL. WDW. Hr. FPDPp _ ; '`, w ENTRY m J U LL .10 ❑ ❑ � m i FAMILY RM 3 MAINTAIN MIN. ` :� 17R@c'-713(,i2' MAINTAIN MI . FRONT ` F WATT ' 1ST FLOOR FIN. FLR. n Q CM BUILDING SECTION 'O' M N o W va• = r-o" Ar 2rxsa• uvour ,�a• = r-o• AT 1 r x n• uvouT a� W ' O � CO) J SHEET NO: FL 4.12 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 ROORWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4z4 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 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 12020) RESIDENTIAL. r, RIGHT ELEVATION 'O' 1/4" = 1'-0' AT 22'X34' LAYOUT 1/H' = 1'-0' AT 11' X 17" LAYOUT LOT 37 2ND FLOOR P HT. 2ND FL. WDW. HT. 2ND FLOOR FIN. FLR. 1 ST FLOOR PL HT. 1 ST FL. WDW._ _._FIT.__' 1ST FLOOR FIN. FLR. 0 12 i ��1�i;i'ifllQl!!rrrr t:. °°•°awaae°•°p' CO O • • Col • ° I� LcCo _ �l ° °• 1O•e°•® ��/ O., TT2ND ISSUE DATE: 06.23.2023 FOR FL. �w_w 1':5 REVIEW N REVISIONS: * 1s 1 — _ B" 2ND FLOOR FIIA F V _1ST FLOOR PL V L1L0 r, FRONT ELEVATION 'O' U 114' = V-0' AT 22X34' LAYOUT 1/B' = 1•-0" AT 11' X 17" LAYOUT 13 These drawings are the property of Starlight Homes and are not to be Utilized for construction, or -1ST FLOOR FI21 F1 V copied in part or in whole without permission from the builder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: a) o AND FLOOR PS. HT._ /�/� Cl) _2N0 FL. WDW HT. Il�� 7 W �-/ Q �j O W d' J w !Np FLOOR FIN. FLR.... n 1ST FLOOR PL —1 STi�WDW HT� 1ST FLOOR IN FLR.. /1 SHEETNO: REAR ELEVATION 'O' 1/4' = V-0' AT 22'X34' LAYOUT 1/8' = i'-0" AT 11" X 17' LAYOUT FL 5. 1A ROOF VENT CALC. ELEV. 'O' Name Area 1/300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW AREA 1 846 SF 1202.96 in0 1405.92 in0 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 11150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/3W 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 MOVEMENTAS 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 BUILOING 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 CONTINUOUS 2'CORROSION FROM THE VENTING CALCULATIONS SHOWN ABOVE, RESISTANT SOFFIT VENT AT UNDERSIDE OF PROVIDE A CONTINUOUS 2" CORROSION RESISTANT SOFFIT FRAMED ELEMENT. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 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 37 m ROOF PLAN 'O' U 1/4' " = 1-0" AT 22"X34" LAYOUT 1/9' = V-0' AT 11" X 17" LAYOUT lko�'Ifid1711p��ff `�`�rr �� •YYmYYOYYYY$'`:, �,/ BSI LL O C) z ; OYY YYY 00600000 \lp�kd��```` 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 buider. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY: aM o x 4tr z W Ch a J J N a dH o 40 0 SHEET NO: FL 5.13.11 cD J � O Q U LOT 37 A c ISSUE DATE: 4 WP/GFI lJ ' 06.23.2023 FOR ........:.. ..:..':. REVIEW REVISIONS: 13 / FAMILY R!m E% >ry TV FAN AS [ REQUIRED PER Nv These drawings are the property ofStadight Homes are not to be utilized for dconstruction, or STATE AND LOCAL BUILDING a w CODE r Y Y GFI € (S 4 �. G'— DISHWASHER b / I DISPOSAL m w 3 r ! copied in part or in whole without permission from m° q 22OV, ' L r Pi R / -- the builder. 0 2023 FF P '. � MICROWAVE HVAC T' i @ / SERVICE '�-p PANEL Starlight Homes LAST REVISION QREc STANDARD ELECTRICAL BOX HEIGHTS ro uc+v! PUMP. fj \\\ �• SWITCH IF REQ c7 �f_._=,y TO LIGHT/ --.- i ABOVE \ 30 SWITCH 1� ". - SERVICE PANEL O' TER ELEC.A. T / BELOW - J�iM - `£ WA HEATER ;= KEYLESS �i i (' £ SIZE AND LOCATION r / .1 LAST SAVED BY: _ _ LIGHT IN PER BUILDERS f 1 ` q, 3- q _(� ATTIC ii SPECIFICATIONS I \ �+"3r^'�"7` WAIL GAB) -----------1 " — / f 3 AND LOCAL CODES �,.mm ELECTRIC METER - •I - - �— - — - �\ / x S, TELEPHONE/ TELEVISION ;. SERVICE BOX �, r.VT-i�i�r -� KEYLESS /EIUNG\ li /GFI DOOR� EI OPENER w 1YY' n 3 \ £ x „ s WP/GFI1•/y� BO' HIGH VANITY BABE —ET [[[ I Q `- / O _ F CABINET r Y1 ' i PORC - \ o_ - — - — — Q J/L Cl) NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'O' FIRST FLOOR PLAN 'O' 1 ..J OVER BATH CABINETS OVER KITCHEN CABINETS n n l-% 1/4' = 1'-O AT 22-X34- LAYOUT = /'-0- AT 11' X 17- LAYOUT Lf i/4' = 1'-0' AT 22'X34' LAYOUT = 1'-0' AT 11' X 17' LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. a DUkEX OUTLET © CHINES - PROVIDE AND INSTALLARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL cEHTFI No WCANDEscENT �% CEILING VAN RE CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. wvroR WEATHERPRQOF CFI DUPLEX GUTLEr LX=HTFIXT°RE PusHeunw swrtcH \ (PRQVHIE ADEQUATE EU—IT) V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. cB GROIINDFAIATCIRCUIT-NTERRIRIER W 11W SMQIQ LFTECTOR MQUNTED-DESCENT ® HARDWIRED AND INTER - FAN/LIGHTS IN WETIDAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' DUPLEx OunET LIOHTFIXTurF caNNECTED. eATTERr �� LIGHCEILFLXMiEINGRH INCANDESCENT BACNLP T FANW - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE # HAt ITCHEDDUPiEzounET y RECEs�Qn+uNDEscEHT Ul"I CONTRACTOR I-- ADEQUATE suPPQRT7 ORACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. �} OR CEAWGA�OUNTEDLEDI—E wwrnvwm Arm lNrER V zzovaTouTLET MI vnvOR vwOOF ®W/BATTERY XLE�CTED - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BYIIO' NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0 EXHAUST FAN I— TO EXTERIOR) THE—TAT�® GAS SU— WITH "LW- PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFORCEDJUNCTNXI BOX OT CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # WALL SWITCH ds. EXHAUSTFANAIGHTc—I-TIGN ® TEiEPHONE —{�„B HOSEBI. - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENTTO EXTERIOR) © TEUE- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. $' T— SWTCH TR-wATERSTua auT - 8 ELECTRIC AFTER ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, awREscENTLx;HTF«TwE DRAIN In SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. $ 4 FOURNAY S—H ® ELECTRIC PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , LOW —TALE OUTLET TECH Hue srsTEm j DIswNNECT swITCH wAlx sOar.E SHEET NO: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE PROVIDE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. NG REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2- HOUR W SEPERATION ON 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. - SEWER CONNECTION FIRST FLOOR PLAN 4-PLEX �I Ill = 1'-0' AT 22".4' LAYOUT 1B' = 1'-D" AT 11" % 11' LAYOUT 'ALL SEWER CONNECTIONS SIT BETWEEN STREETAND SIDEWALK TRANSFORMER �T ©i si is is 'IIIII??r,, j, 8 '„� i•�/ O i� l.L O C. :Z N W rr- CD J i O I Q fr— 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: X W J Q C Z X qqt Q W M a cc i � J ILL ILL SHEET NO: A1.1 FIRE PARTITION/ NOTES: FIRE BARRIER LEGEND - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE PROTECTION DETAILS. 2- HOUR DWELLING - REFER TO URGER 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. 5/C - SEWER CONNECTION 191-8" 2"-1i2" 19•A• 2"-I-2' 19'8 2'-1-2" 191�8" SECOND FLOOR PLAN 4-PLEX 1/4" = 1'-P AT 22X34' LAYOUT W = 1'-T AT 11' X 17' LAYOUT *40 0 ..Y . �pf* SV@e+Qa< ., ISSUE DATE: °06.23.2023 " FOR fif REVIEW REVISIONS: O N O N 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 builder. 0 2023 Starlight Homes LAST REVISION LAST SAVED BY- K W J a Q C? a J xlita W J Cl)0 �H o O z 0 U W N SHEET NO: A2.1 FIRE BLOCKING AT EAVES — NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES SOFFIT TO BE NON-COMBUSTIBLE SOFFIT. I I 4'-0' 4-0' k "r Ir t I r I I. I., t r 1=--==---------- s� �2� �. TYP. FIRE RETARDENT PLYWOOD MIN 4'-0' EACH SIDE OF TENANT SEPARATION NO ATTIC VENTING OR OPENINGS ALLOWED, PER 2020 FLORIDA BUILDING CODE -RESIDENTIAL SECTION R302.2.2 C 1 PLYWOOD CRICKET PER BLIJ DER RIDS-"" '. 612 L I PLYWOOD CRICKET r >. :PER BUILDER - .. 1, I I PLAN 1386 PLAN 1386 � PLAN 1386 LOT 34 LOT 35 LOT 36 ELEV NR ELEV MR ELEV J ROOF PLAN 4-PLEX 114" = 1'-0' AT 22X34' LAYOUT 1B' = 1'-0' AT 11- X 11- LAYOUT tiq I I PLAN 1386 LOT 37 ELEV O - r I I I I o�et ;�� l I l i! r ►.�►,es 0 Y ✓" CQ O Cl 0 . U) �c 0 O 00! got** 0000 x Cw O Q r�— 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. U 2023 Sta ftht Homes LAST REVISION LAST SAVED BY: Q M X -tr LV ch J Cl) a E- 4O x W J a 4 z a J a IL 0 0 M SHEET NO: A5.1.3 t— x _ SILL S i T SECOND PIECE FLA5HIN6 PAPS .+„ Cm u JAMB SILL PROOGT OVERLAPS TWO-PIECE a`t° FA`' �I � � EXTERIORSILL BROW SEALANT SILL SPALAMFLANGE AT SILL ,l?li o000 • •osooe4�;® f C _ IX2 P.T. DAM BAGKB2 �. MIND TRIM • O tt + ✓• d i SHEATHING 2x4 NAIL FIRST----, PIECE AT TOP �P ?O 5Q TRM 5/4• TRIM W. (Sm SLEW �—FIILL �A+ SILL TRIM �� s .q ® CO :y � ISSUE DATE: 01.16.2023 FOR COMM(m) LAP FAACIH t •�� RESISTANT BARRIER 02 •� Y o REVIEW INTERIOR FRONT BD. MIND TRIM MATHER RESISTANT 2 v ®O• p� N $V REVISIONS: OORICIR In BARRIER ON OVERHANG [ �� ORYµA LL SHEATHING BOARD AND � SIDING ON BATTEN SIDING FURRING BOTTOM SHEATHING J CORNER BOARD DETAIL JAMB DETAIL WALL 51LL DETAIL WRAP SLIPS PAPER STEP LI �I� -PIS 5TEP :2 W 951E AMW PBlIRAWK A UIMIGE MAL RATE 11=10 N IAQ WR WLANL 9EArrW NW ABOVE TIE WAL MAN 910110 LM OVER M PRATE NU gftrrM WM W ON Ir 90t .D W %rM MEAM WALL PENETRATION FLASHING DETAIL -- Tnae am ft mp"01swilift GALVANIZED 20 51B Hanes and are riot to be PRE4~. DRIP B7,5E FASCIA 12 PRE 1W. uffmad for , or � TRU55 6ALVANIZ® � TRU55 min part M In � DRIP 97GE PRE-MAN1F. DRIP EGYiE p AWMINM FASCIA TPo155 woP ntuae w � b. 02023 2x4 SUB OVER SUB -FASCIA J CAAAIeEL Sfarigld Hanes AWMINIM FASCIA FASCIA OH' FINISH ALUMRlM FASCIA 2x4 SUB OVER SUB•fASGA OH. ( B.EV) OVER SUB -FASCIA OH. waP Ttae6 LAST REVISION (e ELEVJ F 0WOEL J CHM08 ( SEE ELEVJ F, FASCIA J (+A# ALL4ANM SOFFIT fTYP) J CHANB ALUMINIM SOFFIT C LAST SAVED BY: EXTERIOR AM" 50FRT EXTERIOR FINISH FINISH ORTHALL STOPS FLAT SOFFIT DETAIL GABLE SOFFIT HARDIE RAKED SOFFIT DETAIL A L NM WHIP ROOF FASCIA DETAIL HIP ROOF D J - DRYWALL CLIP DETAIL 2x4 50 PREfitAN1F. 2x4 aV 12 PIZE-MAN�F. CO) FASCIA�` DRIP EDGE ASCIA 2x4 5UB � 1Ri�f ON N R . J ON FRlt�ILOOR PLAN 6ALVANIZED PRE�MANJF. FASCIA I TO DRYWALL DRIP EUEE 4 SYN. BD. OR W FASCIAARDIE f �• TRIM OVER S&f�AGALVANUED 5/4 5YN W. OR DRIP EDGEOVER J C AANB DJMENSION LOCATIONWALUM0IM %JB-FAWA��SEE FOR DavHARDIE W. TRIM AL J~1 FASCIA 5/ 4 SMw'�TO SLAB l� J C4AAt08 OH. (SEE mv. FOR OVER SUB -FASCIA OH. (SE BJ:V. FOR (SEE CIIANB (lYP)( ELEV)E>a'O.A1RE DIM315IOH!) (Sff 13tVJ I� ALWINLH 50FFIT AL mDMK SEAM'CFIAtdBLWINM EXTERIOR SOFFIT ALMNM SOFFIT EXTERIOROR EXTERIOR MOU_DED IOOZED INTERIOR PIECE FINISH FINISH J ChAma FINISH WALL I� DRYWALL HIP SOFFIT HARDIE GABLE SOFFIT HARDIE HIP SOFFIT HARDIE BASEBOARD as �FASGIA DETAIL FASCIA DETAIL FASCIA DETAIL"°' D E K I In• TO SINGLE FRIEZE BD. SINGLE FRIEZE W. SINGLE FRIEZE BD. FRAME WALL FASQA RMED 5OFFIT (Sg BPMTIGII) TD FAVOR YMTER PMH OR 4W OM 710 MM AT TIE DID OF A Flom SHEETNo: M III195 11M aW A 94ALL TgX.M PROM +lTAL K AMM TD DNW +MtOt FROM IU�1tl DOIN tit 1100P A1MY PI10N 71E 9DN6. GARAGE WALL DETAIL KICKOUT FLASHING D_1 cr-s o t— cm aq LL (� J TEMPORARY TAPE TEMPORARY TAPE TEMPORARY TAPE a TEMPORARY TAPE ® TO HOLD FLAP TO HOLD FLAP ¢L�, TO HOLD FLAP p •�• LD TO HOW FLAP i p " ,' LNeLHIE 411, ° L �T OI,s . YRAP7 YRAP7 WRAP7 MO ° 0 / ISSUE DATE: °e® ~'-. °josoosoo 01.16.2023 FOR SIfA1HN6 s`. `{� � Q`� REVIEW REVISIONS: q• r" e � ` ` �1 SEALANT E8R0 YRmW RANGE IsoRE JAM FLASH RDUGFi OPENING RDU6FH OPENINS NOT&LATIOK INSTALL FLEXIBLE INSTALL FLEXIBLE FLASHING FLASHING CORNERS 4' AT WINDOW SILL MOM RANEE AT WINDOW SILL SLL HRAP FLA5HM6 SILL RASNMS These d1'dwinp are the p q" of sww c for, and are riot to be SILLutilized for construction, or copied In part or in whale wWW permission from the buckler. ® 2023 PNNDOW F AWNS METHOD 'A-l' HIMM FL.A5HMS METHOD 'A -I' UNl" FiJ1MNIS lETNIOD 'M' YNND01'1 FL.ASHINS METHOD 'MI' Sia W# Homes OI POINT WAND 4' OVr FROM THE WIPER CADF44 RS OF THE ROUGH O�PEUTO NS.A O A. It�ALL��LASHINS, (EXTENDING 4' BEYOND THE ROLKH OPEWN6 O A. NDOWFUG IH10US BEAD OF SEALANT ON THE BACK SIDE OF THE O A. INSTALL JAMB FLASHING OVER THE WIM;OW FLANGE ON EArH SIDE B. THIS WILL MAKE A 'FLAP' THAT WILL BE ZED TO LOVER THE HEAD RJ&HN6 IN STEP b. ON EACH SIDE) ALL NSTT CORDER SHIED FLASHING (FASTEN WITH MOISTOP SEALANT BINST B. INSTALL THE WINDOW ACCORDING TO THE MANJFAGiURERS B. EXTEND THE JAMB FLASHINS 4' ABOVE THE ROUGH OPENING AND 6' BEAN THE ROUGH OPENING. LAST REVISION BLL SPECIFICATIONS. G. INSTALL THE WINDOW AGGORDIN6 TO THE MANIFACTURERS LAST SAVED BY: C. INSTALL SILL WRAP (MJST COMPLETELY COVER ROUGH OPENINS SILL SPECIFICATIONS. (INGL JOIN6 CORNER SHIELDS) TB-1PORARY TAPE S Tw TO HOLD FLAP HEATHER RESISTANT ROBUYHBST U MM NGTAID W':IN PROPER LAPS HIOUSE low7 itAP' H1011r>E — ----- CONSTRUCTION TAPE T L.AP' — — — — — — — AND PROVIDE AMATE FPOTEOTION FOR OPEINSS "RASINS H51D FLASHNS WM flJ DRIP FLAZIMIN6 MIST BE PROPIRLY I I IN5TAUM TO DIVERT WATE2 ♦^ Y/ wMFAS!#N6 .mRISHNS NMRASHIN6 — — — L I I J — — — — J J a I II II I 1-- o WNDOW RNIEf I II II I _ II IIBE SEALED TO — — — — —PLYWOOD — — IT SILL Ii.FSFRG SU. Ii.ASNNS Sfl1IiA>IINS — — — — L I wNDaM FLANGE HINDDw ftMKE MNMJM 2' OVERLAP REQUIRED BD5 HST LAP MINHM WAND BE HINIV I M.A51*0 METHOD 'M' FN1" METHOD 'M' wimpow R_A6HNN6 METHHOD wr SEALED AS W32M ) BY MANFACTI.RR O AL INSTALL WAD FLASHINSR O A. &ION THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE WAD FLASHING. �l A. APPLY � RESISTANT TAPE OVER THE 45' AN6LE C4JT ON TFE LBMTOM S W B. F�nBD THE HEM FLASHING BEYOND THE ROUGH OPENING ON EACH SIDE B. ON INSIDE PERIMETER OF WINDOW APPLY CONTIN101Y SAD OF TO MgSTLf€ TO BE OJPSIDE SINACE SEALANT OR EXPANDABLE FOAM WINDOW FLASHING AND WRAP DETA I LS SHEET ND: °"2 OMMSEVM Lopscm,sivewm0R BMD Avoom Hw"w arr HOUSE WRAP S0 TNMT Z PLA& MB PM UNDER HOES WRRAP TAPE ODOM SDI®tSW T FLAGVUUNS OVER TOP OF SW ANWE BD TRIM. LEAVE A VV BAF BEIH M N T R.ASHNS AND BIDM6 PLANK AS SHOOK 00 NOT 6NU wwoewim 2250 HEADERCP BOBUORSmsm w506.2 TESMOR SAWAID EATEN wamw Cur HOUSE HRAP 90 THAT Z RMHINS FITS NOE . NOISE WRAP TAPE EDSCS. STARERSER T M AOHIW OVER TOP OF SAY HMRDE BD TRRL A — — awwREEeE TET �t 2' VARIES L Y BREEaRBFAnEe .v H w9DRn,Bwx9DRn = oa NwuDRDeard mom WRAP cm — ol �� J t9LIEaDRa6NF01a saeeHaattaem - ✓I C see •• Smeeaaaa•m+► � 1 % s Q R W/ID.NM NN7rWIZ "77100t� Imam RR•NBComtwMm RReBcaRCTERm RVMYWL'PXR �" i Euu (� ISSUE DATE: HROAOEVRE.P� am °K"B�ORM7S au�il 110�faQ: N [n oo `�.. 01.16.2023 FOR AW30FORME BAl IN" 2M REVIEW EATER REVISIONS: www'ovasmat eoRDANR7DSATATA7M 51DINC / TRIM AT H05E BIB B1 5101NO / TRIM AT ELECTRIC METER BOX STARER9W Nave NVF T R/dIE• � 9FR•R WA U4BwoulmswoROT R/aw WwT CA" WMAH MOVATRSRSaRHPE CA"NMWM RRWREORHLS SMNYDEIDTRH C LAP SOW, 9MA'E 50049 OR BOARD AND BATTEN mom WRAP OUr NOISE WRAP 50 THAT Z MABNNS FRS IRDER HaME WRAP TAPE BOOM STARTER STRF i' FLASHMB OVER TOP OF S/4' A-047M ED LEAVE A V4' BAP BETWEEN T FLASHNB AND SIVINS MAW AB SHOW DO NOT CA" 223 d WAINER. ON 5/4' NODE BD TRIM LAP SOME,' WM FiOMS OR BOARD AND BATTEN ewlwDEroE•I —� - - - - wmrB,Sw>=saes OOWD AIDNN7EI �� w90119,lW2>oRsa LAP 9DIN5, SKNM SONS BOND RDMTmI BOARD AND BAT Ir7MEN CUT HAW MAP SO TW FLASHNS Fn UNDER HO WRAP TAPE EDR STARIBt, 51DING / TRIM AT 6A5 R15ER F`"°""B ED� LEAVE A V4' BAP BETWEEN PLASMAS MD SOME FLAW SIGH 00 NOT CAI SW IWRDIE BD r LAP SDINB , SMRE 9OMS BOARD AND BAr STARTER 51MP 'Z' R"aHNs LEAVE tw BAP BETHEEN SUNS AND T PL.ADINS DO NOT CA" NVAC VENT I w9DHB,5vuswom Ill avNORDarEI 510ING / TRIM AT HVAC OPENINC5 90RElsns TRMEe I&AEUOewffE®IS MRDT RAW w%7r0RR ew wwE m 11•N 1 These drawings are the OfI0110R 91lMItAle I-P" of Slaffod Hww and are rat to be utiAZed for conshctan, or coped in Part or in whole witw PwRis" from ft Wbift. ® 2023 StarW Homes LAST REVISION 5N'WIDEm To LAST SAVED BY: V/ J RED � cn J_ Q DQEYOR 9d11il16 ~ H W W wsaB,Sw�saeaR NrMiD RDSATTaI 510INO / TRIM AT ELECTRICAL OUTLET A = cm -� —, c 2' TO 4" LAP AT ' Q HORIZONTAL JOINT / I !— �e / I I SIZE 2" TO 4" LAP ATSIZE ®®` ISSUE DATE: HORIZONTAL ��/ ��. 01.16.2023 FOR JOINT I I I I I I REVIEW I I a4 REVISIONS: THING � I I I I � I I I I �I II I I I I I II II I I I I I II / r��the 1-GUT I I Homes end are rat to be I UAW \ / utilized for conshdon, or HWSEVAP 7 OPENINGS I I ( I I / I PAPER xilhoutpemiissionfrom /SHEATHIN6 WRAP QBJILDIN6 PAPER I I ( I I I StwW Homes �RRI� ;�•��• I I I I I I 8MOW BOTTOM I I I I I LAST REVISION OF SFEATHINN j I I / / / LAST SAVED BY: 4" TO 6" LAP AT \ VERTICAL JOINT \ / ALWAYS WRAP AROUND C,01;0 S 12' MIN. 5HEATH I NO WRAP DETAIL I NT. DOOR ROUGH —OPEN I NO 51 Z I NO CHART cn > J co J Q a W r7 SHEET No D-4 INTERIOR DOOR ROUGH OPENING SIZING CHART � DOOR D GALL ROUGH OPENING ROUGH OPENING � � m - pp LL TYPE SIZE ON WIDTH HEIGHT � R o DETERMINED BY DETERMINED BY . � SINGLE WIDTH�x b-8 INCHES TO THE INCHES TO THE '°' � IQ -- DOOR WIDTH x 8-O WIDTH OF THE HEIGHT OF THE GALL $' e WIDTH x 6-8 WIDTH EQUALS .� ADDING 3 INCHES DOUBLE BI-PASS OR GALL SIZE WIDTH TO THE HEIGHT OF �s�rs WIDTH x 8-O THE 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" WIDTH x 8-O 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 HEIGHT OF 82-I/2" 98-I/2" WIDTH x 8-O GALL 512E 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" 99-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 OR WIDTH OF THE GALL TO THE HEIGHT OF 83-I/2" 99-i/2" WIDTH x 8-0 THE GALL SIZE ADD 2" EQUALS ADD 2 I/2" ADD 3" � Q � Q SINGLE DOUBLE BI-PASS DOUBLE BALL CATCH DOUBLE W/ T-ASTRIGAL ADD 2" n ADD 13/4" n I I I I o g I CALL � I o GALL GALL GALL GALL GALL SIZE SIZE SIZE SIZE SIZE SIZE SINGLE POCKET DOUBLE POCKET II— x C3 J i 600 AMP SERVICE (4)-150 AMP MAIN TENANT BREAKERS ENTRANCE RATED O I Q 11 #1 #2 #3 #4 ISSUE DATE: 05.30.2023 FOR 120 240V 32CIR 32CIR 32OR 32CIR 10 MLO MLO MLO MLO PANEL PANEL PANEL PANEL REVIEW 010, REVISIONS: (2) 3" PVC 2' PVC BY OTHERS (1) #4 CU WIRE BY OTHERS (3) 2/0ALUM i f)— I These drawings are the — I property of Starlight Homes and are not to be 2 GALVRODS utilized for Construction, or #2 Cu I copied in part or in whole without permission from the builder. 0 2023 NOTE: 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 P I ,(c Oft LAST REVISION 4-UNIT ELECTRICAL PANEL DIAGRAM LAST SAVED BY: I I ,� DETAIL 15= 1'-0" AT 22"X34" LAYOUT = V-0" AT 11' X 17" LAYOUT I I I I I I P I +`IZ I I � I JjL I I I I I ,1rrl I I 11112" d1M' I I 1 I z• I I I I I I I I I I �,c r c J Q N Q 0 ? W LLI �EP Pt 5 SOP OO 4 fL .FS NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE PLUMBING INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2020 FLORIDA PLUMBING CODE, 7TH EDITION. RISER DIAGRAM SHEET NO 0PLUMBING 3' = 1'-0' AT 2YZZ LAYOUT = V-0" AT 11" X 17" LAYOUT D-5 BUILDNGCODE: FLORIDA BUILDING CODE, RESIDENTIAL. 7TH EDITION (2020) MINIMUM ROOF LOADING: TOP CHORD LIVE LOAD' LESS THAN 4112 PITCH 20 PSF 4112 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 SMALL VERIFY VNTH ROOF COVERING MANUFACTURERS WRITTEN SPECIFICATIONS, AND SMALL 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 CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1607.1 BOTTOM CHORD DEAD LOAD 10 PSF MNI NIM FLOOR LOADNG: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_SO PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) 90 PSF BALCONIES 100 PSF 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 23132-NCH OSB SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SMALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF. OR REQUIRES FLOOR JOIST/rRUSS SPACING LESS THAN 2MINCHES O.C., CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD _S PSF GUARDS AND HANDRAILS: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRM3W ROOF RAFTERSITRUSSES LIVE LOAD L 1240 TOTALLOAD L/240 FLOOR JOISTSRRUSSES LIVE LOAD_L 1360 (REFER TO NOTE 3) TOTALLOAD L / 240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S MITTEN 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 1240 WIND LOADS WITH FLEXIBLE FINISHES L 1180 DIFFERENTIA. DEFL ECTION: THE ENGINEER T 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: 0.20' MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 180: 02T MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/360: 0.13'MAX DIFFERENTIAL DEFLECTION TOTALLOAD L1240: 021Y MAX DIFFERENTIAL DEFLECTION ABBBEVMM A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR AFT ABOVE FINISHED FLOOR MAX. MAXIMUM A.H.U. AIR -HANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO, MONOLITHIC SCOL, 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.J. CONTROLJOINT 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 REO'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 SGO SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SQ. 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 V.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL MGT. HEIGHT w NTH HORIZ, HORIZONTAL WWF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA WINDCODE: ASCE 7-16. MODIFIED PER FLORIDA BUILDING CODE. RESIDENTIAL. 7M EDITION (2020) WIND DESIGN REOUIRBAEMS RISKCATEGORY A BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) JOB mph 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 Pe 4 4 4 4 1Q D ZONE 4 a =4 FEET FROM ALL EXTERIOR ® ZONES CORNERS PER FBC.R301.2(/) ROOF SHEATHING & NAILING" COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE4 PRESSURES (PSF) ZONE PRESSURES (PSF) 0 - 19le +29.2 .31.7 +29.2 -39.1 20 - 49 fe +27.9 .30.4 +27.9 -36.5 50 - 99 ft1 +26.2 .28.7 +262 -33.0 100-199ft1 +24.9 -27.3 +24.9 -30.4 200+I1a +23.5 -26.0 +23.5 -27.8 71. 911 GARAGE DOOR +25.7 -29.1 T4T x 16-0" GARAGE DOOR 1 +24.6 -77.5 SOFFIT PRESSURES 1 +292 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.87 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING 6 SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM EAVE/RIDGE INTERIOR ALTERNATE EAVE/RIDGE INTERIOR w SPAN MINIMUM NAIL SPACING SPACING NAIL SPACING SPACING O w O � RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) (7 H 4112&LESS 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 AT GRREEATER 8 24/16 7/16" RSRS-01 6/6 6/6 0.131"x 3" 4/6 6/6 RECOMMENDED 40/20 19/32" RSRS-03a 6/6 6/6 0.131'x 3' 4/6 6/6 w (ALL PITCHES) RSRSO4 ALTERNATIVE PERMITTED) IF PERMITTED) 32A6 15/32- RSRS-01 6/6 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 SMALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD ! (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILE 6 t h\ p �'-t ✓ �} } f 1'�- 'x 1�.-! - K Y I. I METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED � !�i ] J , hl�� UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN a SPECIFICATIONS.T7� � � hF 2, BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE r ✓ x �Y�. 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 SE SPACED NO !j >O� P i Arf }si �' ! >✓{Y��t" 1 %!� ' 1'Y� MORE THAN 2P O-C. - 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH / {di✓ J y� {.t x LESS THAN OR EQUAL TO 4112, THE BUILDER SMALL USE THE SHEATHING REQUIRED FOR THE 4 / 12 PITCH FOR THE ENTIRE ✓ G d T y y ! STRUCTURE / ,Fd> x �j� 5. THE'EAVE I RIDGE" ZONE IS MEASURED 4 FEET FROM THE k i a PERIMETER OF THE EDGE OF THE ROOF, AND 4FEET EACH SIDE OF RIDGES AND HIPS. INTERIOR ZONE 6. EDGE =NAIL SPACING ALONG PANEL EDGES. 7. FIELD= NAL SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVE/RIDGE ZONE PANEL FIELD. { K Al 8. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a =4 FEET FROM ALL jr- THE SPECIFICATIONS IN ASTM F1667_ EAVES AND RIDGES Q h F R 9. 0.131' X W SMOOTH SHANK NAILS MAY SE USED IF NOTED IN PER FBC-R301.2(7) 1� -<�"�y A ` "' d y�1> k THE ROOF SHEATHING AND NAILING TABLE. 'N.P.' INDICATES I- THAT ALTERNATIVE NAILS ARE NOT PERMITTED. .ice II, TILE ROOFS: 1. BUILDER SMALL UTILIZE 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_ GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24/16. AND A MINIMUM THICKNESS OF 7/16" OSB OR PLYWOOD (MINIMUM "LY) CONSTRUCTION IS PERMITTED. 2, PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3, NAILWTH(1)-ROWD131'x2-Irr NALSAT3"O.C. AT EDGES. AND 6" O.C. IN THE FIELD. INSTALL MIN. 2x4 SYP#2 BLOCKING AT ALL SHEATHING JOINTS. EMIWR 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 2-1/7 OR RSRS-03 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 MATH ASTM A153- APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 1,4 SYP #2, NAILED AT EACH END WITH 13)-0.131" x 3" TOE -NAILS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH 8d 0.131"x21" .281" 10d 0.148' x 3' .317 .131"x3"GUN NAIL 0.131'x3' .281" 12d&1ad SINKER 0.148"x3}" .317 16d 0.162" x 3? (RSRS-01) RING SHANK 0.113' x 2}' .201' (RSRS-03) RING SHANK 0.131"x* .281" (RSRS-04) RING SHANK 0.120" x 3 .281" 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 F1667. INDEX OF DRAWINGS SHEET SHEET TITLE o a LL z s 0 S1 STRUCTURALCOVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN ► esil7/ �`�i� •r��. w S3 FOUNDATION DETAILS `spy` o S4 NOT USED S5 FIRST FLOOR FRAMING PLAN �. ••'• S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN •- co "' N a ®� = o LZi AQ-Y� S6 MODEL SPECIFIC DETAILS N SDI GENERAL DETAILS J� -� a O SD2 GENERAL DETAILS i .0. k 5 A�� ••g ! C� SD3 GENERAL DETAILS �aa SD4 TWO STORY DETAILS e o SD5 TWO STORY DETAILS 3 & SD6 PARTY WALL DETAILS ¢ q SD7 PARTY WALL DETAILS a SD8 PARTY WALL DETAILS w o PW1 U373 WALL ASSEMBLY z PW2 U336 WALL ASSEMBLY s PW3 NOT USED 0 z a v PW4 U347 WALL ASSEMBLY < i w PW5 V344 WALL ASSEMBLY 0 = " o SDWC SDWC DETAILS U O z SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS o 0 ST1 GENERAL STAIR DETAILS O O w LL w\ Z M n i i U � Q D 0Q /M O MASTER UPDATES a U c5 �~ w --I Z j NUMBER DATE DESCRIPTION INITIALS 1 3/6/2023 CREATED 4-UNIT BUILDING TYPE W PER TYTH-BLDG 2 (BFS) DP y H I�Np p N F W H F zi 81 Z Z i O a O . O -. Q a W o F i s w � w Z ¢ rn O W C d0 i O N .z 0'. tp ik O0 z Oul Cl O 7 a w oQ J F rn>� C E u z. m J w =Uj <Z - ] W IL m = r z o - aW p JO 0,zo wow as}y> N v F • z � O ' 6TRUCRIRPI ENG' TH DRAFTING: w O j S O STRUCr: DP CHECK: TH JCB No. STAR-17118 w H t a_F SCALE: AS INDICATED DATE: 07/1823 i o U ol � a S1 C" CV 0 N AAQ v_ J 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. 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 2000 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 TOASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40, U.N.O. SAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER 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 MDO8 RE00 LAP SPLICE EMBEDMENT AND HOOKED REINF. STEEL(INCHES) GRADE40 GRADE60 BEND 0 LENGTH LAP SPUCE BEND O LENGTH LAP SPLICE 'A' 'B" "C' "D' 'A" 'B' "C' "D' MASONRY "D' CONCRETE N#7 2-1/4" 4.12' 6' 15" 2-1/4' 4-12' 6" 15' 18' 3" 6' 6' 20' 3' 6" T 2WV 24" 3-3/4" 7-1/I 6' 25' 33/4' 7-12' T 25' 3(' 4-12' 9' T 30' 4-12" 9' 6' 40' 36' 5-1/4' 10.12' T 61' S-1/4' 10.72" T 53" 5T O #3-2)4' U U #4=2X 85=2 )5' i6=T N• LAP SPUCE STANDARD SO"HOOK STANDARDS/HOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 250D PSI, A SLUMP OF 6' PLUS OR MINUS 1", AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR eA6xW1.4xW1.4 WNVF SHALL BE LAPPED AT LEAST W & CONTAIN AT LEAST ONE CROSS HARE WITHIN THE TTISERMIX OF EQUAL SPECIFICATIONS MAYBE USED IN LIEU OF VWJF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDmON, AND *SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS; ACI 301. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD 90-DEGREE HOOK AT THE CORNER, REFER TO TABLE MODS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER M OF THE SLAB. MASONRY WALL CONSTRUCTION I. HOL LO W W CONCRETE MASONRY UNITS CMU SHALL CONFORM TO ASTM C90 SHALL BE (CMU) NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (fm) OF 2000 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 GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 354NCH 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. 5. 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 84' U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITK)NERS IN MIDDLE OF WALL. T NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8, ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ 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 90DEGREE 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 6D2-16). 12. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES - 1 W TO + 1!7 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 W/MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/MIN. 1-1/4' EMBEDMENT OR 1/4' TAPCON W/ MIN. 1-12' EMBEDMENT G IT O.C. MEASURED VERTICALLY AND C FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR W MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWG "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1/No.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. 2' 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#1 N2 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. B. THE PORTIONS OF GLUED-LAMINATEO 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 PRESERVATNE-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 1' DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 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-CACO-0 CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE SSX DOES NOT. 1 ) 12, ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U7 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAIUNG PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 2C O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 1S O.C. MAX OR AS OTHERWISE NOTED. 17, AT ALL NON -SEARING WALLS. FRAME STUDS D 24.O.C. W/ SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON DTC CLIP OR 1,4 SYP No. 2 BLOCKING WITH (2)- 0.131" x T 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 JOISTITRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. 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. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. S. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REG. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SFIOWN HERE. FLOOR SHEATHING TO BE 314" PLYWOOD MIN. OR 23137 OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING 140TE8 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131'x W. 0.131'x TRING 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 12' IN FIELD. ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSVAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (ND$). 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=IS MPSI E=13 MPSI E=20 MPSI E = 1 5 MPSI FBV=2100 PSI FB=2650 FB=30M FB=2200 FBX=2,100 PSI FT=1650 FT=1700 FT=1500 FCII=1.700 PSI FC I1=300D FC II=3000 FC II=2100 FC_=450 FC_=900 FC_=450 FV =285 FV =285 FV=150 ;3 y I � C ITi•7_•:: F-i L:ll�y I .•:: 1. USE 10 CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2. SW TYPE 'X` GYPSUM BOARD SHALL BE USED ON CEIUNG IN GARAGE WHEN LING 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 W/ 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 ANDAN SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12-INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S 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 FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACQ-C 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 WITH 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 WITH A LICENSED ENGINEERS SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALLTRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC 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 SHOWING 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 BCSI) . l 6. ALL PREFABRICATED WOOD TRUSSES $HALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH 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 DESIGWSYSTEM ENGINEER. 9. WHEN $PAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. 2X4 SYP 92 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDSNAIL BLOCKING TO TRUSS TOP CHORD W/(2}ROWS 0131-X T NAILS AT IT O.C. STAGGERED W, 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 W/ (3} 0.131' x T TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/ (3} 0131' x T TOE -NAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 2x4 SYP 02AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)-0.131-X 3- NAILS. SPACE-X' BRACING ALONG TRUSS SPAN@lu-0"MAX AND EQUALLY SPACED FROM END OF TRUSS.'X- BRACING TO START 2U.T MAX FROM 91 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 2x4 SPF #2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0' O.C. MAX WAN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (3)-0.131' X 3" NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24') PLUS 6- MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2. CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSIA3. Cr 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 #2 (MIN.) AT TOP AND BOTTOM OF HEEL W! (2) 0.131' x 3' TOE -NAILS REO'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 W/ (2) 0.131' x T NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER BCSI-B3. 16. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS. THIS LAYOUT HAS BEEN PROVIDED BYATRUSS 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 REV EW 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 MAY APPLY. 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 W/OUT 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 A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL TB01 THIS SHEET. PER CURRENT EDITION FBCR SECTION M1305: NOTE TO CONTRACTOR'. ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED LATH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UNOBSTRUCTED PASSAGE WAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT TRUSS/PLANORIENTATION NOT LESS THAN 3P HIGH AND 22' WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 3V DEEP AND 3P DIFFERS THAN INDICATED IN WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE GENERALNOTE: 27 MIN. INSTALLATION AND/OR / REQUIREMENTS OF THE AIR HANDLER UNIT OR SYSTEM 2x4 #2 SYP RAT RUN P TOAND BOTTOM MIN SHALL BE PROVIDED BY MECHANICAL (2)SAYS PAST A/C CONTRACTOR OR BY LOCATION. MIN (3) BAY LAP W! (2) 0.167 x OTHERS, NOT BY MCD 3-12' NAILS TO EACH TRUSS. TYP EACH SIDE STANDARDTRUSS BOTTOM CHORD B01 A/C IN TRUSSES 3/4"=1'T FIELD REPAIR NOTES 1. OMfmrED 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 EQ. 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 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPSR+ONNECTOR SLBSTMUT10N THE CONTRACTOR MAY SUBSTITUTE ANY PLAN 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 2X17S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 202S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED METAL STUDS IN NON -LOAD BEARING WALLS 5. OMrrTED 38%T -117 ALL THREAD ROD WT. 2' SQ. WASHER DRILL & EPDXY./ SIMPSON SET-XP EPDXY WITH MIN. 7- EMBEDMENT. -lrZW SIMPSON TITEN HD THREADED ANCHORS VWLSP12 WASHER MAY BE USED ILO 1fI J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TFTENS 6. MORTAR JOINTS FOR BED JOINTS 104'. GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REO'O) FOR HEAD JOINTS GREATER THAN 3W, GROUT FILL CELL IN SLOCKAFFECTED 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 WON THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'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 <irl. NO FIX IS REQ'D POUR TIESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM �72'-1-1Ai, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-18'. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A992, FY = 50 KSI FU = 65KS1 TUBE STEEL (HSS): ASTM A500, GRADES, FY = 42 KSI PIPE STEEL: ASTM A53, GRADE S. FY = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: ASTM ASS, 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 SM" 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 WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THAT AN A/C 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 2 MIN. () 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS Imo- STANDARDTRUSS I TOP CHORD VARIES BY OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.4 #2 SYPCROSS BRACING (AT 45") W! (3) 0.148' x 3-1W NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDENSATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REQ'D FOR LEVEL WORKING SURFACE 1 ( • i' S✓ O • If' •• s �� • C - ui N • � a� C1 O S Q Z r� L � C/) zz • co � w O •®a 0 w Z e7 � M J U m _5 . U I- CL X � o J X 2 IYWD may O) V -STRl1CT. OP OC CHECK: TH O w JOB No. STAR-17118 w SCALE. AS INDICATED wI DATE: D7/1623 1 S1.1 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. INSWWG DOOR RECESS NOTE: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR)DO NOT FOUNDATION NOTES: t PROVIDE MIN MIL. APPROVED VAPOR WRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. 6• AND SEALED, REFER TO FBC-R CURRENT EDITION SECTION R5062.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE}In'THICK2500PSICGNO SLABW6zezW1-4WELDEDWRE RECESSETAIL INSWING DOORS WITH NO COVER FABRIC LVW/9. PLACED IN MIDDLE TO UPPER iQ OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY SE USED ILO IMAIF, WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSU LT W/MAN. SPECIFICATIONS PR ION TO POURING OR RECESSING DOOR SILLS. INSWNG DOORS WITH COVER (MIN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB, IF MIN OOVER IS HOT MET IN ANY DIRECTION, A RECESS IS REGTJ & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. fNSWING DOORS WITH NOCOVER REQUIREARECESS 1 4, EXTERIOR SLABS E I R FOOT AWAY FR `ESE [ ! OFSHALL SHOWN) ARE O 5. CONTROL JOINTS OF SXOWN)ARE NOT READ BV ESTED (ESPECIALLY WHEN USING FIBER REINF.CONC.)CO NITS SAW CUT A DEKHOF114-01 THE TH=E560FTHE LL CUT OVED JOINT MATERIAL OR USE ALTERNATE APPROVE /ODD. it®•* 6. MECHANICAL EQUIP. LOCATIONS WILL BE DENEU BI'i COMIAUNITY&COUNTYCODES. `3` Y •••' 7. FOIINDATgNSANDSUPPORTSFOROUTDOOMA SYSTEMS SHALL SE RAISED AT LEAST 3" AND SHALL ALSO CONFORM TO THE MAN '�•E INSTRUCTIONS. A� W 8. NO WOOD STAKES PERMITTED IN FOUNDIMEpN, 9, RENDING SITECONDITIONB,FOUNDATI-` PPED(�1N. SEE SHEET W FOR ADDITIONAL INFOR INE STEP LOCATIONS IF REQUIRED I I I 10. SEE DETAIL TABLE MOOS ON S1 t 79'S' 19-10" (2-STORY FTG) I 20-4r (2-STORY FTG) I 2V-0" 12STORY FTG) I 19-10" (2-STORY FTG) 3 12" lv-(r 91S 17 5 17 IU-0' 91S 17 51rT 9'S 17 101-0' 9'S 1!T ,0'-0" 31rT F F F AA: PAD F S F08 A/C PAD FO8 53 � FOB S3 - =w FO8 S F _ - FOB a ~ 2 6 0, m 3 , F A2 PAD 3 v � a 3 A/C PAD F08 S3 - FI am �♦ r�i -I - 53 I § 1S Y 0.ffi 26 ..... :.......... ....-.... 2.6 ( MF7 T-93/4' 3.5 3'-1' I 5'-101/4" I I I I 4 I '-1 4I I ifi3M I I13'-101MI I -' J 1 I 5'-101/4" T-1" I 7'-93/4" 1 I 15-11/4' I I I '-11 3/43N 3' 0' SLAB W/IWEL WELDED WIRE I FABRIC OR FIBER MESH-" 3 I ICKCONC. 3 I I 3 I I-101/4' SLAB FABRIC 0� CK CONC. W/IVUE DED IMRE OR FIBER MESH AS INDICATED IN FOUNDATION NOTES n I I I - I I I I AS FOUNDATION INDICATED IN NOTES 62 I ` CJ n .f 0'-0• FIN. FLR. I� I I ' `: 1 1 - - CJ I 0� -0' FIN. FUR. I I I CJ S V/ J,3-17 THICK CONC. SLAB W/ WELDED WIRE O FIBER MESH I FABRICAS I I -:) n ! -' I I I 3-12"THICKCONC I I SLAB W/ WELDED WRE FABRIC OR FIBER MESH / S n ! I F � -T47 9'-1017 r( ! „,I / I I = FOUNDATION NOTES 02 Y 1 I I I 7��j/�M/�p�8� ' "'-'�v..Y' -`' I 1 I^ ( '-_L::Jt'.:... I AS INDICATED IN I FOUNDATION NOTES#'2 II I I I I I I - I Y I 9'-1017 2-0' I _ an d II r- O tr ry F f -I I _., Y s3 it I I ...... 1- wu rrr rrnriur N 1 I I S3 C 11 B I 917 717 _....� t � . ::.I I_.. 917 I t f I m I M . 1 o'-r 3t Y-CJ 1 3 917 I I � I 3 III I I I I m L- 9-B3FL ai r ,w §" i 3 _ 3 xLL O a� 3 ��u w 53 N� Ufa r"� I S3 1 $ S3 F 4.3 �w 2 F S 2 2 2 §rv§u _ 2 2 8'-0" 2 8'd F � 2 17 4.3 FOB 2 3 2 11S 17 1'S 1 8 ,/4' l l'-T (2STORY FTG) T.9 17 (2-STORY FTG) 7'-11 17 1'-9 17 11'4Y 8 3/P 1'-, 3/4" 8'-3' 1'-1 314' 8 3/4" 'S 17 1'-11 17 1 VS' 8 1 /4" 1'� 1/4" 1'-917 5 1/4' 7'S 17 1 V-T 8'-3" 517 79,5, 517 1386-NR LOT 34 1386-MR LOT 35 i 1386-J LOT 36 1386-0 LOT 37 SPLICE. SEE DTL MF09 AND MF10 O DOWN AND CORNER INFORMATION. } 11. ANYELEUATMENTANOFW.APPLIANCES R •. BEELEVATEDAMINOFOO CONT EITHER MASONRY OR WOOD CON N 12. ASSUMED ALLOWABLE SOIL BEARING PR ESSURE AFT PACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMP REQUIREMENTS). IFSOILCONDRIONS W THE PROJECT DO a 1. EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHPiLCONT T 1 ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OFF ND M DESIGN. SOIL TO BE FREE OF ORGANICNIAMRWL AND OOHESNE SOILS, COMPACTEDIN13'LIFTSTOATLEASTt %OFMAXDRYDEN.WAS DETERMINED BY ASTM - D1557 (MODIFIED PROCTOR ). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL SEARING CAPAOTYOF 2000 PSF. 13, PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED-SES FORSTEMNMLLFOUNDATION.SEESTEM6NALLCHART FOR REQUIRED REINFORCEMENT AND FOOTING SAS PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVDE 14, IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --STW- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS MWOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSKNIS AND REINFORCEMENT REQUIREMENTS ARE MET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING - FOOTING SCHEDULE 12' 12"x12"dpw/#94EQUALLYSPACEDEA. O WAY MIN. T MONO. CLEARANCE BETWEEN MIN (2)#5 E.W BARS & 3" MIN. COVER TO EDGE OF CONIC. 1Tx2411T d, w/ #44 EQUALLY SPACED EA. 24' SIDE Q3' O.C. S MIB 1A WAYMIN T HORR CLEARANCE BETWEEN (3) 6 PARALLEL TO 1T BARBS 3'MIN. COVER TO EDGE OFCOEJC. SIDE 9W O.C. 24' 24' IT dP w/1164 EQUALLY SPACED EA. 2 WAY MIN 7Nd1Q CLEARANCE BETWEEN MIN (3)#SE.W &W MIN COVER TO EDGE OFCONC. _BARS 1611281112- dp w/#51 EQUALLY SPACED EA, 2.3 WAY MIN. T HMO. CLEARANCE BETWEEN MIN (4) # 5 E W BARS & 3' MIN, COVER TO EGGE OF OONC. 30Y3 IT dp w/ i6s EQUALLY SPACED M. 2.5 WAY MIN T HORIZCLEARANCE BETWEEN MIN (4,#S E.W. BARS &T MIN COVER TO EDGE OF CONIC. 32'k3Tx1T dP w/ #Ss EQUALLY SPACED EA. 2.6 WAVMW.THORIZCLEARANCEBETWEEN MIN (5)#5 E.W. BARS &T MIN COVER TO EDGE OF CONC. 36"136"z 12" dp w/ #5 a EQUALLY SPACED EA. O WAY MIN T HORIZ CLEARANCE BETWEEN MIN (5)#5EW BARS&7 MIN COVER TO EDGE OF CONIC. 42142'Y1T dp 1061 EQUALLY SPACED EA 3.5 WAY MIN. T HOR2. CLEARANCE BETWEEN MIN (6)05EW. BARS & T MIN. COVER TO EDGE OF CONC. 4Tx47x16" dP W #SA EQUALLY SPACED EA, WAVMIN.2'HORO.CLEARANCE BETWEEN MIN (6)#5EW. BARS &T MIN COVER TO EDGE OF CONC, 48NW,IT 4p w/ OSM EQUALLY SPACED EA O WAYMIN THORIZ. CLEARANCE BETWEEN MIN (7)A5 E.W. BARS & 3" MIN COVER TO EDGE OFOONC. 48'z48'ki6'tlp w/ #84 EQUALLY SPACED EA. 4A WAY MIN. 7 HCRIZ. CLEARANCE BETWEEN MIN(]) # 5 E W BARS & S YIN. COVER TO EDGE OFCONC. 481 24" dP W #Ss EQUALLY SPACED EA 4B WAY MIN. T HORZ CLEARANCE BETWEEN MIN(8)R 5 E.W. BARS & 3" MIN. COVER TO EDGE OFCONC. STx5TxIT dP w/ #51 EQUALLY SPACED M. 4.3 WAY MIN. T HORQ. CLEARANCE BETWEEN MIN (7)#5 E.W. BARS & T MIN, COVER TO EDGE OFOONC. SE"x54NIT dp w/.IS'S EQUALLY SPACED EA. 4.5 WAVMW. THORMCLEARANCEBETWEEN MIN (8)#5 E.W. MRS&3'MIN. COVER TO EDGE OF CONC. 54'k5E'k24' dP w114a EQUALLY SPACED EA, WAY MIN THORIZCLEARANCE BETWEEN MIN (9)#5 E.W. BARS S 3" MIN, COVER TO EDGE OF CONIC. E0"xB0"x18" dp w/#5'4 EQUALLY SPACED EA. O WAY MIN. T HORIZ. CLEARANCE BETWEEN MIN (9)05. E.W. BARS & 3' MIN. COVER TO EDGE OFCONC. 66tfi61118' dP -f- EQUALLY SPACED EA. <5.5'> WAY MIN. T HMO. CLEARANCE BETWEEN MIN (10) # 5 E W J U Q FOUNDATION PLAN p `e Z a ° J O F Q 0 Z w Z Z) Off 0 6o w T F 9� p STRUCTURAL END: TN yj DfMFTNG: O z STRUCT, OP Q a cElEO(: 0 TH w JOB W. STAR-17116 2 SCALE: AS INDICATED DATE: 07/16 z1 S2 "n E� Q C"i J 1/4"=1'-0" 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. STANDARD 1ST FLOOR FRAMING SHEAR WALL SHEATHING ^^' " 1— or — 1-1— nn r —1— .1 TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL PI HORIZONTAL 12'SIMPSON 12', TITEN HD ESAW ad 6-O.C. IZ'O.C. (2)-ROWS 3-O.C. 3" O.C. MIN. 2x STUD 24' ESW4 PER DETAIL COMMON 4' O.C. 17 O C. (2)-ROWS 3- O.C. 3' O.C. MIN. 21 STUD PER DETAIL 16' ESW3 WF10/SD4 (0.131' x 2.5") 3"O.C. 12-OC. (2)-ROWS 3-O.C. 3.O.C. MIN, (2}2x OR 4x STUD WF10/SD4 17 T ESW2 2"O.C. 12'O.C. (2)-ROWS 70.C. 2'o.C. MIN.(2)-2K OR 4. STUD NOT ALLOWEDISW7 12"GYPSUM 5d COOLER— 7'O.C. 7"O.C. 7'O.C. T O.C. MIN. 2K STUD MIN. a BLOCKING 24-ISVA ad 6" O.C. 17O.C. 4'O.C. 4" OC. MIN. 2x STUD 24'ISWN 7/16'STRUCTURAL COMMON ,'OCOC4'O.C. 4" O.C. MIN. 2x STUD PER DETAIL 16" 1 SHEATHING OR (0.131'x WFINSD4 Ism1WT SHEATHING 2.5') 3'0.C. 170.C. 4'0.C. 4'0.C. MIN.(2)-2cOR4x STUD 17 16, ISW2 7 O.C. 17 O.C. 4' O.C. 4' O.C. MIN. (2)-2x OR 4x STUD NOT ALLOWED 17 J NO.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESW5. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS '5d COOLER NAIL SHALL BE MIN. D086'x1S1e' LONG & 15064' HEAD. No. 6 TYPE W DRYWALL SCREW (1-1/4' LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL EFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION '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 T 1ST LEVEL SHEAR WALL ONLY. I WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOW SD2 i3�BSS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT II'2')4 CWLAD IA/AI I C(`41Fr1111 F 1A// Rr)TTr)U AKIrH(1DC 3W=I,.T 37 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET 2. AT ALL WINDOW / DOOR OPENINGS @ 1 ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4(A-A) 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 WFIG/SD4 AT ALL LOCATIONS AS REQUIRED. 24' 16" 17 37 37 24' i6' 12" 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 IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. M412 -- 11 13 F E 13 ll 19 12 E i FJ3 � WD 82x8 LANDING BEAM -..FA, D NOTE: DOWNSET HEADER AT f -- DOOR LOCATION _.E 1j NOTE: ATTACH BEAM TO O MIN. 3-PLY BUILT UP COLUMN BETWEEN -.-- DOUBLE TOP PLATE& • HEADER USING HUC46 FJS E D y LANDING ' BEAM ,. , 11 E _... E 11 yy2 :: D rc w X D D .................. - r ISW3 11'6" 11 PLATE HEIGHT AT BOTTOM �E - OF FLOOR SHEATHING m FJ1 WD FJ3 E 11 E 11 BW2 APPLY TO ENTIRE HW H2x12 FRONT WALL OF — -- END UNIT ESWJ BW2 MF SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2x4 SYP &2 Q 16- O.C. MAX 2.4 SYP 02 ® Is- O.C. MAX 9'47 2x4 SYP K2 ,$ 1S- O.C. MAX 2x4 SYP 02 @ 12- O.C. MAX 91-4" 2.4 SYP A2@12.O.C. MAX 2x4 SYP 02 'VK� 1014T 2x4 SYP #1 017 O.C. MAX 214 9" O C. EXTERIOR SIDIN WALL HEIGHT INTERIOR ZONE IT-T 2x4 SYP 82 016" O.C. MA YF2 016' O.C. MAX 914T 2x4 SYP Y2 ® 16" O C. M-4r 1 C. MAX 9'4' 2x4 SYP 82 @ 16" O.0.M 101-0` 2x4 SYP 02 @ 12- O.C. 12" O M EXTERIOR FRA 1, WALL STUDS WITHIN 5FT OF EACH Cd ERE TO BE WITHIN THE WALL END ZONE. BE FdAi REQUIRED STUD SPACING PER •�•wool 2. STUD SPACING SHALL FOLLOW CHART THE FRAMING PLAN. 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEA THICKNESS & NAILING PATTERN )) tt�tt • -. 3.1 NOTE. CONTRACTOR TO TAKE CARE AND NOT OVERDRNE AARS.IF" NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRNEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4, IF WALL IS FRAMED WTH 2,6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 42 ® 16- D.C. MAX U.N O. ON FRAMING PLANS. WALL LEGEND =9'-1"TO W. IST FLOOR ?=SHEAR WALL INTERIORIEXTERIOR BEARING WALL = 8'-1' T.O.W. 2ND FLOOR INTERIORIEXTERIOR BEARING WALL =ALIGN WITH COLUMN ABOVE BUILDER NOTE: FAN.I.ALL THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP--- THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-NR LOT 34 1386-MR LOT 35 1386-J LOT 36 1386-0 LOT 37 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. F pV �Z n= 0 z $ � I- Z 190 U) O� o� W Of O ' LL ezb 1.0 i M dl C a C Z4^f _ 7 1] Pa9 c � m O U saz -r. :1Xz - 0 F- X W O U)<� O GTRUCTURALENG: TH Vi DRAFTING: � z STRUCf 3 OP m w JOB No. STAR-17116 i —E: AS INDICATED w DATE: 07/1SW S5 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION BFASTENERS UPLIFT CAP. ENTER /SIDE BLOCKING (2)?K6025W ATTACH KING STUD TO HEADER w/ H2x6 W/ OPT. }' FLITCH PLATE (6) 0.162' x 3-12 NAILS TOP BOTTOM (�F) (2)2x802 SYP ATTACH KING STUD TO HEADER w/ BW7 16" SYP02 (3) 0.148'x 3114' (3)OA48"x31/4' NO UPLIFT MID -SPAN H2x8 W/ OPT. }" FLITCH PLATE (8) 0.162" x 3-12 NAILS Is- SYP02 TOENAILS (I)SDWC15600 TOENAILS (1)SDWC15450 270 PLF MID -SPAN 81A2 (2)2x1002 SYP ATTACH KING STUD TO HEADER w/ H2x10 W/ OPT. }' FLITCH PLATE (10) 0.167 x 312 RAI Is- SYP02 (1) SDWCI5 (1) SDWC15450 270 PUP In PT. BW3 1 (2)2x12 02 SYP ATTACH KING STUD TO HEADER w/ HZ,12 WI OPT. }'FUTCH PLATE (10)0.162x 312 NAILS 12' SVP02 (3)0.148'x31/f (3) 0.148'x 3-1/4' NO UPLIFT MID-SPANH3x12 Q (3)211202 SYP ATTACH KING STUD TO HEADER w/ #• W/ OPT.FLITCH PLATES (10)O.167x312 NAILS 12' 1Y SYP02 SYPf2 TOENAILS (1) SDW'C158M (1)SDWC15600 TOENAILS (1) SDWC15450 (1)SDVJC15450 360 PLF 360 PLF MID -SPAN /S 1PT. BWS H3.5x5.5 (2)1.75'Y5.5- LVL ATTACH KING STUD TO HEADER./ (6) 0.167 x 3-1/I NAILS H3.SxT25 (2)1.75S172S LVL ATTACH KING STUD TO HEADER w/ (8)0.162"x312 NAILS BWe H3.Sx9.25 (2)1.75x9.2S LVL ATTACH KING STUD TO HEADE (10) 0R wl .167 x 312 NAILS BW7 16' SYP02 (1)SUA-15600 (2)SDWC15450 440 PLF MIMID-SPANN H5.25x11.25 75111.25 LVL ATTACH KING STUD TO HEADER w/ (3)1 (12)0 162. 12)0.162' x 312 NAILS SWA 16" SYP02 (1) SDWC15600 (2) SDWC15450 440 PLF Ira PT. H4x6 3.5515.5' AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER d HEADER (6)GAST x312 NAILS BW9 17 SYP02 (1)SDWC15600 (2)SDWC15450 590 PLF MID -SPAN Hqa 3.Sx7.25" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8)OA62'x 3-12 NAILS BWI 12' SVP02 (1)SDWC75600 (2)SDWC75450 590 PLF 1/3 PT. H4x10 3.5"(9.5' AFP I SE SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (10)0.167x312 NAILS BWI1 16' - SYP01 - (2)SDWVC15ODD - (3)SDWC15450 - 776 PLF - MID -SPAN - H4x12 3.5'x11.25' AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER./ (12) 0.162' x 312 NAILS BWI ® P-HDR SEE DETAIL HD14 THIS PAGE END VERTICAL TO KING STUD W/(6) 0.131x3' NAILS HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END STANDARD BEARING WALL W/STRAPS NOTES 1'-0'T WTI.' 1 1 4'-0' TO 7'-11' 2 2 VERIFY./PLAN FOR WALL SIZE. ASSUME .4STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF 02 OR SYP 02 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 0.131- x 3-TOENAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP02 DOUBLE TOP PLATES & 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. W-TTOS-11' 2 3 1. 10'-0" TO 17-0' 3 q STANDARD HEADER NOTES 1. VERIFY ./PLAN FOR CORRECT LENGTH OF HEADER REQO. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED W/ OUTAPPROVAL 5. IF'BW CALLED OUT ON 2nd FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. 6. MID OR } PT. BLOCKING TO BE 2. W(2) 0.131' x T TOE OR END -NAILS EACH END. 2. ALL HEADER JACKSMINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 7. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWING DTL. WFOB/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. IL 3. NAHEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.148x3' NAILS 0_. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF BRG. WALL IS INDICATEO'NO 17 ONE SIDE, MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS HEADER IS 2x10 UPLIFT'. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE L AR OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BERS BUCKET TO BE TOENND ND NAILED TO THE PLATES & THE CASED P.T. BASE PLATE CAN BE ATTACHED WALL INTO HEADER A GUN NAILS AND WILL NOT RED. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. WILL N 4. NAIL KING STUDS TO HEADER wl(3)0148'x3' TOENAILS PER SIDE IN ADDITION TO NAILING 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDO3/SDt U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09ISD2 U.N.O. ON PLAN. 5. IF MORE THAN (I )KING IS REQ'D. AS PER HEADER SUPPORT TABLE. GC TO INSTALL REO'D. 11. COLUMNS WITHIN BEARING WALLS WUPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO NAILS FROM tat KING INTO HEADER THEN ATTACH ADDITL KING PER DTL WFOB/ S02. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPMOTTOM AND HAVE AN ANCHOR (AS DEFINED OTHERWISE, CONTACT E.O.R. FOR REQ'). 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 2,4 SPF02 STUDS ® N'o_c. MAX. ARE ADEQUATE. AT NON -BEARING 8, SEE DTL WFO91 D2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)a4 FLAT w43K.131"x3' TOENAILS EA. SIDE AND CRIPPLES AT 2Co.c. AT 2-STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16b.c. A SINGLE BASE PLATE (P.T_ IF AGAINST CONCRETE)AND 9. AFP I.BE SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1}' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 1 S00D00 Pei, FB = 15M psi, FV =175 pa, FC-0ERP = 650 pa. (2) 0.131'43' TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE .-EITHER GUN NAILS C37o-c. OR (2) 10. WHERE SYP 02 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP ISE 0.M'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 WP1. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. 11, AFP 1.6E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. TROT HO SIRSRRRION: 2-1M• MIN. 12 SIMPSON 7rENND SCREW AS INDICATED ON THE STRUCTURAL PUNS 'BASE ANCHOR INSTALLED @ MAX. 2C O.C. WI MIN. CONNECTOR" w, SIMPSON TITEN-HD, 12" THREADED ROD, 7" EMBEDMENT INTO FOUNDATION. AND 12 J-BOLT. MAY BE INSTALLED AND OR SUBSTITUTED MAINTAIN AMIN. 2-1/4' EDGE DISTANCE BY THE CONTRACTOR WITHOUT ADDITIONAL REVIEW - FROM THE CONCRETE OR MASONRY FACE. FO LOWING THE INSTALLATION INFORMATION PROVIDED L LLA ON INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. EW 111PACOW ALL "BASE CONNECTORS' SHALL BE SPACED AS INDICATED THIS SCHEDU LE. 6" FROM EN CIS OF WALL FRAMING, AND THREADED ROD VW EPDXY ANCHOR• 2-1/4' DRILL & EPDXY' MIN. 5W THREADED ROD, WITHIN 8' EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1554 GRADE 36, Fy=36W. F-58W, WASllERIL INSTALLED 0 MAX. 32' O.C.,WI MINT I. AT INTERIOR FRAME WALLS: SIMPSON BP OR BPS12 So, EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL 7z2"x3/18" . SIMPSON SET-XP EPDXY OR EQUAL. 2. AT EXTERIOR SHEATHED FRAME WALLS: USE SUMPS). E N MAINTAIN A MIN. 2-1 M' EDGE DISTANCE BP OR BPSSMUSING-3 SQ. WASHER EQUAL EQUAL (OLES0.229"). FROM THE CONCRETE OR MASONRY FACE S 3. WHEN USING WASHERS WITH SLOTTED HOLES. A STANDARD CUT WASHER IS REQUIRED BETWEEN NUT AND THE PLATE WASHER. JOLT: MIN. 12 J-BOLT INSTALLED @ MAX. 37 O C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER ' MIN. ASTM A3070R BETTER W/ MIN. T O SMALL E%TEND TO WITHIN 120E THE EDGE OF THE 12 EMBEDMENT. MAINTAIN A MIN. 2-1/4' EDGE BOTTOM PLATE THE SHEATHED SIDE. A2-1/4 LEG DISTANCE FROM THE CONCRETE OR MASONRY FACE. LEG OF J-BOLT SHALL BE MOTS: _ A MIN. i-12 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. VERIFYALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3'e OF A TURN. 7 STANDARD BASE PLATE CONNECTOR SCHEDULE BREAK SHEATHING AT KING NAILENDVERTICALSTO TO JACK STUD TRANSITION KING STUD PER HEADER SCHEDULE. A FASTEN SHEATHING TO- CONT. PLATES w/ 0.131 x 2-12 NAILS 0 3" O.G. WALL SHEATHING THICKNESS AND TYPE PER PLAN VERTICAL BLOCKING @ I6'- O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A SCHEDULE FOR FASTEN SHEATHING TO - REQUIRED KING STUDS CONT. PLATES w/ 1)131 x 2-12 4'-0' MAX CLEAR SPAN NAILS @ 3- O.C. SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACKSTUDS HD14 BUILT-UP PANEL HEADER DETAIL In = v-T CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL b TOPOFA. WINDOW CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A (2) 2z_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) SPF(lb) SYP(lb) B (3) 25k_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO (II- SDWC156DO SCREW, REFER TO DETAILS 1, 1A. AND FRAME TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS /E FRAME 485 615 C (4) 2x_ SPF 02 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN 2 a (2)-SDWC156DO SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS ID FRAMETO FRAME (1)PLY 1045 (2)PLY 940 (1)PLY 1195 (2)PLY 1075 (2) N_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO D MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN a (1)PLV TRUSS HIGA WA18)-0.149' x 1-1/7 NAILS OR TRUSS HIOA-2 W/(18K,148'X 1-12 NAILS FRAME TO FRAME M10A 1015 H10A-2930 H10A 1105 H1GA-21080 C(2)PLY E (3) N_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO aq HTS20 W/(18} 0.148' x 1-12 NAILS FRAME TO FRAME FRAME TO 1215 1445 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) F (4) 2x_ SYP 02 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN (2)HTS20 W/(16)-0.14W x 1-12 NAILS EACH FRAME 2430 2890 8 H2.SA W/(10)-0.131' x 1-12 FRAME TOFRAME 540 625 G 4x8 SVP 02 POST a DTT2 WI (8)- i/4' x 2-12 SOS SCREWS & 12 EPDXY 4,5 COLUMN TO 1685 1685 /� . H J -SYP Mt POST ANCHOR CMU/FTG. (2)- CSHP18 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. TEND COLUMN TOFRAME �/ J 6x8 SYP O2 POST �8 LENGTHS (TOP & BOTTOM) WI (14) 0.131' x 2-12 NAILS EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. 8 2060 2060 1NID SYP02 POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 CSHP18 OR CS20 COILS STRAPS COLUMN TO HEADER, EAM, OR COLUMN BELOW. MIN. W END LENGTHS (TOP & BOTTOM) W/(14f0.131"x 2-12 NAILS. PROVIDE SOLID 8 COLUMN TO FRAME 1IXi0 1IX10 D4z4 SYP OZ POST (PT IF USED IN AN EXTERIOR APPLICATION) BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. /L 6.6 SYP i2 POST (PT IF USED IN AN EXTERIOR APPLICATION) 10 (2)- 6- SIMPSON SOM156M SCREWS TOP & BOTTOM OF J,M8 STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAMETO FRAME 595 885 N Bx6 SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12/SDWC P 312z31/7 ENGINEERED LUMBER COLIkIN. PER HTT5KT COLUMN TO FOUNDATION W/(26}OtOX 2-12 STRUCTURAL COVER SHEET 11 O SCREWS. 5w ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-IG EPDXY. U.N.O. ON PLANS: MIN. B' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 O 3-72XS7/4" ENGINEERED LUMBER COLUMN, PER STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/2-1/4" MIN. EDGE DISTANCE. R 34-r ENGINEERED LUMBER COLUMN. PER STRUCTURAL LSTA78 W/(14)-0.148-x2-12' NAILS (CENTER STRAP ON HEADER TO COVER SHEET 12 Q STUD) 2 ( K.148-x 2-12 NAILS EACH (CENTER ()LSTA18 W/ 14 STUDS HE TO 1715 1235 g 3-1-I- ENGINEERED LUMBER COLUMN, PER 13 STRUCTURAL COVER SHEET ❑ STRAP ON STUD) STUDS 2230 2170 T 51 5l 1/P ENGINEERED LUMBER COLUMN. PER (1)- A34 ANGLE W/ (BF 0,131' x i-12 NAILS * 16' O.C. FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET 14 MAX &6-FROM EA. END. PRO VIDE WEB FILLERS AS EQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) V 1-1/4'kT ENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA10 W/(4)1/4' x 1-72 SDS SCREWS 8 (4)1/4' x 3' SDS FRAME TO 840 JIBS COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) % 7YT ENGINEERED LUMBER COLUMN. PER STRUCTURAL i6 MSTC28 W C28K.148-x 311C NAILS CENTERED STUDS TO 2325 2690 COVER SHEET BEAM/GT 3-1- x17-7/8'ENGINEERED LUMBER COLUMN. PER 17 MSTC40 VW(24)0.148'x 3-1/4' NAILS CENTERED 8 STUDS TO 1993 2308 Y STRUCTURAL COVER SHEET 21-1 /4'CLEAR SPAN &9'END LENGTHS STUDS 19 HUC41000NCEALED FLANGE HANGER VW(12)0.162"x FRAME TO U=981 U=1077 Z S7/0' x 9-1/I ENGINEERED LUMBER COLUMN. PER 3-12 NAILS & (6) 0.148' x TRAILS FRAME R =188B R = 2166 19 HTT4 WI(18)-0.167 x 2-12 NAILS WSB' EPDXY ANCHOR 4.7 COLUMN TO FIG, 3840 SYP: 4325 PSL/LVL: 381: STRUCTURAL COVER SHEET STANDARD COLUMN NOTES CONNECTOR NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL WFOSISD2. 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) NOT APPLICABLE 3. CONTRACTOR TO USE ABUBASE CONNECTORS ®SPFSVP SOLID POSTS. AT EXTERIOR CONDITIONS w/(12X).162X 3}' NAILS &1p' EPDXY ANCHOR wIMIN. B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION),, WITH AMINIMUM EDGE NOT APPLICABLE DISTANCE OF 3" 7. ENT T EMBEDMSEDME C FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY PARALLEL CONDITION, WITH A NOT APPLICABLE w/(12p 1825/ 3#- NAILS & }' EPDXY ANCHOR wIMIN. MINIMUM EDGE DISTANCE OF 1-12" / 7' E T EMBEDMSEDM ENT D. ALL ROOF TRUSS/PURLIN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) O/EA. OR E]/EA. 8x8: ASUBBZ w/(18)0A6213}' NAILS & (21t EPDXY ANCHORS w/ MIN. T EMBEDMENT E. HIP JACKS LESS THAN T' O' LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPUFTOF 535 O / EA. OR O/ EA. WOO: ABU101OZ 1/(22) OA67'x 3}' NAILS & 12)t EPDXY LBS ANCHORS W MIN. 7' EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POST/LVL INSTALLED WITHIN 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 COLUMNS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3}0.131" X 3" TOE -NAILS. TRUCTU ALCOVE 6 SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32"SHEATHING, USE 2-1/2"NAILS LLO. 1-1/2"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 5- 1/2"ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. 7"EMSEDMENTTOGROUTEDCMU OF JACK STUDS REQUIRED. WALL W/ 2-1/4" MIN. EDGE DISTANCE. MIN. 7' EMBEDMENT TO CONCRETE FOOTING W/ 2-1/4- MIN. EDGE DISTANCE. 6. 5/8" ALL THREAD ROD TO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. 15" EMBEDMENT TO GROUTED CMU CORE CONTAINING AT LEAST (1) VERTICAL 04 OR 05 BAR. MAINTAIN 2-1/4" MIN. EDGE DISTANCE. IF THREADED ROD CAN BE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMSEDMENTTO CONCRETE FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4" WITH A CAPACITY OF 2650 LBS. 8. REFER TO SIMPSON LITERATURE FOR DIAGRAMS ILLUSTRATING CLEAR SPAN & END LENGTH MEASUREMENTS. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS TO BEAM: SIMP. HU46 OR HUC46 wl (12)-0.162x 31' (2)2x6 SYP NAILS & (6)-0.148-x 3• NAILS. (21651UPUFT=1135) U 82X6 WITH I2 FUTCH PLATE TO MASONRY. SIMP.HU46 OR HUC46 w/(8)-1/4'x 25M TAPCONS & (4}0.148'x 7. (U=76DeR=2D00) ON MASONRY: MSTAM24 w/(90.148' x 7 NAILS & (5)-I14'x2A 4' TAPCONS (UPLIFT = 1375) p O TO POST: SIMP. HTS20 OR LSTA18 (UpL1��$yy - TO BEAM: SIMP HU48w/(14)-0.1667��1s (2)Z1802 SYP (6}0.148k 3- NAILS -(2530(l1<SIPt B2X8 WITH 10 FUTCH TO MASONRY: SIMP. HU jLIC48 w 148'x f �� '�• PLATE NAILS&(10),' 2}' O .(25001U I ON MASONRY. MST AA w/( 148' x 3� ! OQ r (5)-}'x 21, TAPC ( -7 g W [�[O / !�^O� • O G° : •• a TO POST: SIMP. H (UPLIFT= 235) To BEAM: HU410 }1I ff11AILS U (2)2x1002SYP (10}0.148'x ~I AIQIiT= TO MASONRY: SIM H�'�'' HyCg1 v' / qj m � 0 ' B2x10 WTHPLATE TCH (10)-0.148Sc 3 L7yN �CQ15. l E O U ... ! O (350DRJPLIFT ). 44''JJ)) ON MASONRY: x 3' NRILG & ' Y ' "� = Q (5)-1'x21"T ) ® 4,_ M p TO POST: SIMP. ) O (2)2x12#2 SYP TO BEAM: ems) B2x12 WITHPLATE IfZFUTCH TO MASONRY: SIMP. eoR�'R -k.-u a If (10)-0.148'x 3"T (3500/UPLI O U .� ON MASONRY: M7M24 wl( X NAILS& Z H ! Ey (5)-1- X 2}' TAPCONS (UPLIF Q v y TO POST: SIMP. HTS20 OR LSTA18 ( L - ) ". I m O TO BEAM: 3}" NAILS & 148". " NAIL0.162"x (10)-0.748"z 3" NAILS. (3250/UPLIFT=1795) p 1�- 13.5x/1.25 (2)1'75"XII.25- TO MASONRY: SIMP. HU410 OR HUC410w/ w LVL (10)-0.148•z 3' NAILS & (14)-1' x 2}" TAPCONS 10W (35OGNPLIFT=1800) ON MASONRY: MSTAM24 w/(9)-0.148' x 3' NAILS & F (5)-}"x 21•TAPCONS(UPLIFT =1375) p Z TO POST: SIMP. HTS200R LSTA18 (UPLIFT=1235) TO BEAM: HU410 w/(18)0.167, 3}' NAILS 8 O p rc (10)-OA 48'x 3- NAILS.(32501UPUFT=1795) w i O 3.5x11.875 (2)1 7Sx11 875 TO MASONRY: SIMP. HU410 OR HUC410 w/ o 0- LVL (1O)-OA48'x 3- RAILS & (14f }" x 2}' TAPCONS. (3500NPLIFT=1800) u i a y a_ ON MASONRY: MSTAM24 w/(9)0.148' x 3' NAILS & i ¢ V (5} 1' x 21" TAPCONS (UPLIFT =1375) O LL In OTO O BEAM: SIMP_ HU410 w108)-CA62Y 3}' & (tOw 148- x Y NAILS. (32501UPLIFT-1795) TO MASONRY. SIMP. HU410 OR HUG410,W r O $ O B3.5x16 (2)1.75'z16" LVL (10)-0.148- x 3' NAILS & (14)-}"z 2t'• TAPCONS. 'o y (3500NPUFT=1800) OW ON MASONRY: (2) MSTAM24 w/(9)-0.148SI 3' NAILS & p (5)-1' x 21' TAPCONS EACH STRAP (UPLIFT=2750) 'NAIL p O < W BEAM TOGETHER USING (4) ROWS OF 0.148' x 3 ' NAILS 6' O.C. EACH SIDE p TO POST(2) SIMP. HTS20 OR LSTA18 (UPLIFT=2470) w O ON MASONRY: (2) MSTAM24 w/(9J11.14813- RAILS & n 0525,16 (3)175'xi6-LVL (5)-1"x21"TAPCONS EACH STRAP(UPLIFT = 2750) AIL 'UM 0. NBEAM TOGETHER USING (4F ) ROWS O w s O Z 0.148131'NAILS@6'O.C. EACH SIDE ouu y O U W �2 Q F TO POST: (2) SIMP. HTS20 OR (UPLIFT �2 y O ON MASONRY: (2) MSTAM24 wq9)-0.14813" NAILS & l(90.1 ILS & j p j B3.5x20 (2)1.75-,QW LVL (5).1" x 21" TAPCONS EACH STRAP (UPLIFT = 2750) 0 0 Z Q Ly 2 'U N_0 NAIL BEAM TOGETHER USING (4) ROWS OF a QQ 3 Z 0.148N 3- NAILS 06" O.C. EACH SIDE L j O w U 0 ..X � W _j F � F ;� VVVV ?i 0/ 4i 0 � z !!.. STANDARD BEAM NOTES N 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.148" x 31" NAILS® 17o.c. (TVP. ONE SIDE) USE 3ROW5 WHEN 2x100R URGER. MIN. YFROM x F TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 0.148" x ' NAILS 6"o.c. TYP_ ONE SIDE MIN. Z' FROM TOP AND 80TTOM y O 1 i/e _J V / 0 p :4 7 o4 � O F BEAM rc p w J W S i - U < O H - h WW 10 2. VERIFY ./PLAN CORRECT LENGTH OF BEAM RED'D. (MIN. 7 BRG. EA. END OR M,N. 3" BRG. ON MASONRY) j y F_ O C U s W Z 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. i 4, BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. w 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS i O 6. SIMPSON HTS20 MAY BE SUBSTITUTED WITH SIMPSON HTSZO-REV U M LIP 4W d w a 3 C w w of s C9 za O 3 Cl) F. N o a U) = O z p LU m J = IL Z p0 m x�0 F y o U J X Z a� JUy) ooa r~/laF • i i a1RUCNRAI ENG: TH f w O ORAFIING'. w O j STRl1CT'. DP M CHECK: TH o JOB No. STAR-1]116 w STALE AS INDICATED <F NOTES & DATE'. 0711623 i � CONNECTOR LEGEND H S5.2 On I:V cm N _! 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. IOR FRAME WALL SCHEDULE (STARLIGHT) 1386-NR LOT 34 1386-MR LOT 35 1386-J LOT 36 1386-0 LOT 37 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0" 2x4 SYP 92 0 16" O.C. MAX 2x4 SYP 02 ® 1S- O.C. MAX 91-0" ZA SYP p20IS' O.C. MAX 2x4(51( 9'4" 2x4 SYP p2 0 12" O.C. MAX SVP p2 O.C. " 10`0` 2x4 SYP p1 ® 12" O.C. M 21145YP N7 1"0 WALL HEIGHT INTERIOR ZONt .,.EN0aE 81-0- 2x4 SYP p20IS- .t .Afq 4"p2 0 O.C.M 9•-0" 2x4 SYP.016" O: '*: 02 ®11,9iO. 9.4" 2x4 SYP p2@Is- Ola -v. 2 C. 19-0" 2.4 SYP 02 ® 17 O.Cp 11 O.C. EXTERIOR EXTERIOR FRAMEy LL T 0,90, t WALL STUDS WITHIN 5FT OF EACH COR' ARE't�0 RED T� BE WITHIN THE WALL END ZONE. SEE CH OH REQUIRED STUD SPACING PER EXTERIOR FI TERIAL. 2. STUD SPACING SHALL FOLLOW THE CHARTA.tl%'9.QN FIyE; , FRAMING PLAN. - 3. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 31 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRNEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 92 Q 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 0 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 WS09/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 WF10/SD4 AT ALL LOCATIONS AS REQUIRED. 5- ANV 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. 1 ST FLOOR !!IClC!/� =&HEAR WALL INTERIOR/EXTERIOR BEARING WALL = 6•-l" 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 c''n 1:V a 1% 104 z LL a- O N0z LL NQN 1.L ILL M C V {p OB Z7 � M � C J_ LU 7 O X m J O Q Z f-a3 - 0�o F - W aJ'w0 a to,. • STRUCTURAL ENG: TH STRUCf. DP QC CHECK TH w JC6 N=. STAR-17116 i SCALE- AS INDICATED w MIE: 07/16 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. 1/s„=r-0„ ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYPY2 OR BETTER, REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-2x TOP PLATE PER PLAN. - NAIL SHEATHING W/ (2} ROWS 0.131' z 2-1/2" NAILS & 3" O.C. SHEATHING TO HEADER W! — 0.131' x 2 1/2' NAILS AT T O C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)-2x JACK & (1).2, KING STUD - (3)-2x JACK STUDS �— MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15/37 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0A31'X2-117 AILS @ 3" O.C. & 3" O.C. IN THE FIELD. 2} 2z BOTTOM PLATE. NAIL TO — SHEATHING W/ (2) ROWS 0.748" z 3" NAILS 0 3" O.C. GARAGE PORTAL FRAME SHEAR WALL SEGMENT /DIMENSIONED THIS DETAIL)SALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL 2•4• `. 34 "x11-1/4'HEADERPERPLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WF10/SD4. ELEVATIDNS'B' AND 1' A"6D"acZSYPiRZS'fUDST1NDER 2ND FLOOR JAMB COLUMNS. (2)-2x4 SYP#2 STUDS 0 WALL INTERSECTION. (GARAGE OPENING) MIN (3}2x4 JACK STUDS & (1 i 2.4 - KING STUD. NAILED PER STANDARD HEADER NOTES. (2)- BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0148' x T NAILS TO.C. FOUNDATION PER PLAN. EXTERIOR ELEVATION 1/7=1'-0' (2)-CS20 STRAP W/ 0.148" x T NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN.T ENO LENGTHS. (2}2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5" z 11.2 HEADER PER PLAN. (2)-LSTA18 OR (2)-CS20 STRAP W/0.148• x 3— V NAILS. 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 a (GARAGE OPENING) O HTT4 BASE CONNECTORS W1(18) 0.162' x 2-10 - >- NAILS & 5/8" THREADED ROD W/ MIN. 12' EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-I W EDGE Z DISTANCE FROM FACE OF CMU w SIMPSON D(T(T2ZW/ 8} 1/4' z 2-12" S D S SCR(.) AN HOR. ANC OR SHALL HAVE MIN T' EMBEDMENT 2 = BE GIN LOWEST GARAGE OR PORCH SLAB W/SIMPSON SET-XP EPDXY. ' • FOUNDATION PER PLAN. 4 (1) ANCHOR BOLT CENTER OF SMEAR 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"x 2-10 NAILS ® 4- O.C. 2X4 SYP%2 BLOCKING 24" O.C. W/ (2) 01 W x T TOE -NAILS EA. END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF A SINGLE OPENING LARGER THAN 16" WDE x 48" TALL IS REQUIRED, OR IF THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. Iferc � ��L�•g� a• yi� .e.� y '�y2x OR (2)-2x BLOCKING PER 51&'jfE, AGEVO �NE AND SPLICES.(3}0.131'X3`4®E ENDWAILPANELSTOBLOCKING WIT 9lITE�.f.� j =G �1�1'I �INE,I\_'II I ��11, I 1�` ►�. a �I I 1�.__.. _.I it ILIMNA%1'EN 11IIIII IIII- �t�I • • I�II OPENINGS ••• -'- .• r .� ON FRAMIN I I� `II y I TOE -NAILS OR END NAILS TOTOP `I\ BOTTOM3* • I'`\! �I III �'l\ • �'�I TYPICAL INTERIOR SHEAR WALL WALL FRAMING& FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 1 T TALL 2z4 SYM VERTICAL. NAIL TO O.S.B. RIM BOARD Wq (2)- ROWS 0131' x T AILS 3" O.C. (10 NAILS TOTAL). 3/4' SHEATHING 1-IM" O.S.B. RIM BOARD — 2-HOUR AREA SEPARATION ASSEMBLY PER PARTY WALL DETAILS. WALL FRAMING& FLOOR -TO -FLOOR CONNECTIONS PER PLAN. 3/4"=1'-0" T ANCHOR AT 4" TO 81 20M ENDS OF WALL TOM PLATE SPLICES, OR HOLD-DOWNS. FLOOR SHEATHING & NAILING PER PLAN. (2}2XB SYM JOIST. AIL PLIES TOGETHER WI (3) 014Tz3"NAILS @T0C. & 7 FROM EA. ENO. HUC2B-2 W/ (10)-0.162' x 3-7/2' AILS TO CARRYING MEMBER & (4)-DAW z T AILS TO (2)-2x8 JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 17 LONG BACKER BLOCKS ON BOTH FACES OF (JOIST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. I 11 FLOOR FRAMING AT STAIRCASE (WI I -JOIST) (JOISTS PER PLAN. OPENINGS SHALL �E" LOCATED AWAY FROM THE END OF THE WALL AT LEAST 1G OF THE WALL HEIGHT. MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN STRUCTURAL SHEATHING PER SCHEDULE END OF WALL ANCHORS PER FRAMING PLAN. 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. 0 V hi F LL s O I..L _ W/•� � Z F 2 C r CL � U'^) VJ O T WJ Q 10i0i u - W ~ 6z O F� y S G ud= Ya W ¢ W w � 0 z w • O El J_ F < In O W m ..1 LijQ Z - w =a0 C9xf— - w W W W 0 oa NVF- • z E n-RUCT.RALENG: TH O w JOB lb. STAR-1 ]116 I SCALE: AS INDICATED w DATE: 0711IM V 0 0 Design No. U373 BXU V. U 373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consuted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. • Authorities having Junsdiction should be consulted before construction. • Fire tea..- assemblies and products are developed by the design submktw and have been investigated by UL for compliance with applicable requirements. The published information cannot mvaye address every construction nuance encountered in the field. • When field issues arise, t is recommended the fist 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 concerning alternate materials am alternate methods of "i clion. • 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 Design No. U373 March 05, 2018 Nontheanng Wall Rating - 2 Hr (Area Separation Wall, See items 1, 2 am 3) Bearing Wall Rating 2 Hr (Protected Wall, See Items 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, See tern 4B) Finish Rating -120 Mtn. (See Rem 4) Indicates such products shall bear the UL or cUL Certification Mark orjurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B CONFIGURATION A 0010SED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY EXPOSED TO FIRE FROM EITHER SIDE AREA SEPARATION WALL: - (Nonbearing, Ma. Height - 44 ft) 1. Floor, Intermediate or Top Wall - 2-3/16 in. wide channel shaped with 1 in. long legs forced from No. 25 MSG gals steel, severed with suitable fasteners spaced 24 in. OC. 2. Steel S Wits - Steel members formed from No. 25 MSG galy steel having'W' - 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 panels friction Mod into "H" -shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL' (Bearing or Nonbearing Wall, as indicated in Items 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4, Woods Studs - For 2 Hr. Bearing or Nonbearing Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs cross-Im ced at m i- height where necessary for clip attachment Min. 314 in. separation between wood training and area separation wall. Finish rating evauated for wood studs only. 4A. Steel Studs - (As an alternate to Item 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 all sleet or No. 20 MSG 0.033 in. thick ( ) ( )g ( ) primed steel, wltl fanned, .fret be designed in accordance with the currant edition of the Specification for the Design of Cold-Fomwd Steel Structural Members by the American Iron and Steel Institute. At design details enhancing the structural integrity of wall assembly, tnckiding the axial design load of the studs, shall be specified by the steel stud designer and/or producer, and shall most the requirements of all applicable local code agencies, The max stud spacing of wall assemblies shell not exceed 24 in. OC. Studs attached to floor and cedin backs with 12 in. 9e aP 9 9 long type 5-12 steel screws on both sides Of studs or by welded or looted connections designed in accordance with the AISI specifications. Top and boftom tracks shot consist of steel members, inn 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 assembles such as a floor, ceiling, and/or other walls. Attached to floor and calling assemblies with steel fasteners spaced nor greater than 24 in. OC studs cross -braced with stud framing at rid -height where necessary for dip attachment. Min 3/4 in. separation between steel framing and area separation wall, Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as aftemale to Items 4 and 4A, for use in Cmfgumbon B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG conosion-protected steel, nin 3 12 in. wide, inn 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. OC. Studs to be cut 318 to 3/4 in. less than assembly height Top and bottom tracks shot be channel shaped, fabricated from min 25 MSG Lsionproteded steel, nin width to accommodate stud size, with not 1 in, long legs, attached to floor and ceding with fasteners 24 in. OC max. Studs _ braced with Stud framing at mid -height where necessary for clip attachment Min 314 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. trick, 4 ft wide, applied ether horizontally or vertically. Wallboard attached to wood stud. (Item 4) with 1-1/4 in. long steel drywall nails spaced 12 in. OC. Wallboard attached to area studs (Item 4A or 48) with 1 in. long Type S .feel screws spaced 12 in. OC. Vertical joints located over studs. (Optional) Joints covered with paper tape and Joint compound. Wit or screw heads covered with pint conpound- 5A. Plywood Sheathing w OSB - (Not shown) - As an alternate to Item 5, National 12 in. thick Or greater plywood or OSB applied horizontally r vertically to wood or steel studs. vertical joints located Over studs. Horizontal Joint shot be butted tight to form a closed joint Fastened to studs with nails or screws of surficiem length, spaced 12 in. OC. Joints and fastener heads are not required to be treated. Aluminum tips shall be Slimed as described m Item 6. 6. Attachment Clips-Auminum angle, 0.062 in. thick, man 2 in. w de with inn 2 in. and 2-12 sh, legs. Gips secured with minimum one Type S screw 318 in ' . long tostuds and with mnimum one Type W screw 1-1/4 in, long to wood framing or steel fronting through holes provided in clip. Ceps spaced a max of 10 ft OC vertically between wood or steel framing and "M studs for separation walls up to 23 ft high. For separation walls up to 44 ft high, dips spaced as described above for the upper 24 ft and the remaining wall are below required dips spaced a mat 5 ft OC vertically between wood or steel hawing and "H" studs. 7. Batts and Blankets• - (Optional, now shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max Ito pof density, bearing the UL Classification Marking as to Surface Bunting Characteristics and/or Fie 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), respec". The appurarhu err, cwmam/a rhmw a Padul Intl4a ame.ae coca rhrh m noes „acre lw wenrcM m laervnm lure rwm mwnwara4 unreer IDLY ramwap s„wa. omy ire, uwaJch lw,drs a»ism.rk alh.w tie ceaamerm m 6. eerhmm an4 cored r.heer ut'a rwotp xwke. Anwy. ma taro. Mark u, Me Vu4h,Y DLterrariaerr rcpadw.tlm peawrhr,l Y-c„mam,a In nwonnrw Cer )—beW aWin drm Illker,wna mrtdnans:l.TMw4aen/wmMmr4 .oswsa..do. ma, er the mI�. amope.ng,i.r.-,ender O,rtlasinted IM•,1 mup be Pe„ amttwnemr,wonamaruwhia U, roamer, r4nr,hna,w manpularmn save. (p .the sprinted alai- m'aepl_ from aw. nor. 1.dofarogrectery Mint 1U. cam uk'mwl appr ragacwnmaw em„xe malal,l. m,edmh, the realm,a m,trw most evswe, rePl'mV4 mace m eve mllawent mrmt � sole U. lac �'' R A StJp a HEET IS AETAIBHED BE UI.LSHOWN NUNDETHIS SRWRITERS lISS�AA A��RI IGNE` THE STRUCDTURAOL PQTITI Q N IS DRAWING ONLY. �� •�� ;ft,�i98i0y®p �toq m 4A _ r b a N 0 _ -".� /� • —mow Y Gy tl Z p J, N O w O S ri •! .e JoUS s4dtt,/ _ Z ow TW Orc 7 N U 0 Z 0�0 aZn i a � U = a w I U W � O a o O 0 0 0 D z a � Lu wi 0 cog $F Z $ O p J OZ. Z I0 m OJ F tun Oa w� W U) <? Zco o Q J� �E �• Z NFJ 2Q ZZZOZm$a iV Z. � M o <;$ G U F- ~ � CY)LL M Z O $mud O°tea ul F o ,t.w= t w � U 2 Z 0 U c Z N Z i m Cw Oi # } �M O21 �r�i in _ F o 0o w�0 m u X O¢Tn Z S W Z r. - i w �m } O U• F I— - aw a�}O oo0 f/1VF • Zza ro� w0 a aTRUOTURAL EfG: TH rnAfnNo: u O j � STRl1LT: DP Oc-E- TH <1 0, JOB rm. STAR-17116 r w Ot m t Q f Z w w SG AS INDICATED DATE: 01/16 PW1 U m Z x o 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. 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 requirements covering the irrstallation 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, A 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 concerning alternate materials and ahemate methods of constructon. Only products which bear UL's Mark are considered Candied. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08. 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A) Nonbeadng 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 CONFIGL RATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 Iw.11 1,1 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 Studs - Steel members formed from No. 25 MSG gaN steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in, and flange width 1-M in. 3. Gypsum Board - Two layers of 1 in. thick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped surds. 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 clip attachment Min. 314 in, separation between wood framing and fire separation wall. 4A. Steel Studs - (As an alternate 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 3-12 in. wide min No. 20 GSG 0.036 in. thick N steel or No. 20 ( ) ( fth 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 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 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 1/2in. long type S-12 steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shall consist 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 314 in. separation between steel framing and area separation wall, Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-1/4 inflanges and 1/4 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 mid-heght where necessary for clip attachment. Min 314 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 it 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 joints located over studs. (Options) Janis covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 inwide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 inlong to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 24 ft high. Space clips a max of 10 R CC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 it high. Space clips as described in hem 6A for upper 24 it Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and'W'shds. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in Rem 6A for upper 24 ft. Space dips as described in hem 6B for next 20 ft. 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-Bwring Wall Partition Intersection - (Optional) - Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud 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 Bush 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 one non -bearing wall partition intersection per stud cavity. Nonbearing wall partition stud depth shall be at a minimum equal depth of the wall. 8. Caulking and Sealants' - (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 tamer. KNAUF INSULATION LLC -Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONFIGURATION B me.Wennce a. aarwaMa coma v reomrn m mu a.l,me eoe. rwl m sa.s,awe suit peaucu>b denoted M.e neen nunxvea user unit EXPOSED TO FIRE FROM EITHER SIDE s orry tlou pmucu urwlns me u m.n snow a uml4.raa m a e.mmea,m awe,.a caw. uL•a Fallorwlp se d.e. Alw,n loox p.r su uc pmm merepradwcnanam. nuw4w cmYlnadmme owlrr e.ran�son oIr«mry.ubf-mmea 1iq tee: 1. pieewe Hamann/ AaamwNa, Cenanucllns, 0.w�a, aywema, aWn Lertlllutlena BBe.I mww b peaewe4ln Men enmery am M a r,mrwak+wrg nwner, ramw airy mawpwwwn w ew awe I« aawllga4 x. me waternem nieprllxed rrom ma owls e.mnrasma °renny calm remxaalon rrnn UL-muw apper agacanmme <wrade4 mwmYl. In aawtlan, eN mprmmd mabrW mow mct,rde a ugrdala mtice In me rwlmWq Inn,G ro 2p19 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 MO 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. ILISHE lgea ULNUNDERVVRITERS .&AT�ftf l SIGNEDAND 4 R (yI S6TRUCTURAL tT_W�T?FA2ANANG ONLY. m° v VJ Cam® � �•� 4110 A Z Z p U G • a Y J Q t J m W W U) Q J J l9 CM Cl) Its o� ryas UE J O ZI $ �+''A r- r1 N' fan g� �1 88� �16 Z6i O� Z M C + d0 Z M 2 O R Ii3 M � in_J LUM0 u S Q Z - 1.- 3. 0 O H - I 3 X Z W W 0 a U) V • sn:ucruRa. ENc: TN dC CHELx: rN 0 w JOB No. STAR-1]118 i aCAtE: AS INDICATED 4— 0711823 9VTO 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 censulted 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 arse, 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 concerning alternate materials and attemate 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 certified for united states design criteria and allowable vanances See general information for fire resistance ratings - canfulc-s101 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 Well, See items 5 and 5A) Nonbeamhg Wall Rating 2 Hr (Protected Wall, See items SA and 5B) Finish Rating -120 Min. (See item 5) Indicates such products shall bear the UL or cUL Certification Mark Forjunsoictiors employing the UL mcUL Certification (such as Canada), respectively. CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE 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. long 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. widths. Vertical edges of panels friction fit into "N' 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 46, When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space -Minimum 314-in. air space. 5. Wood Studs - For Bearing or Nonbearing Wall Rating - Nom 2 by 4 in, max spacing 24 in. OC. Studs crass braced at mid -height where necessary for clip attachment. Min 314 inseparation 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 - Common 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) galv steel or No. 20 MSG (0.033 in. thick) primed steel, mid 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 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 S-12 steel screws on both sides of studs or by welded or bolted 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 o 036 in. thick) galv steel or No. 20 MSG (0.033 inthick) 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. O.C. studs cross -braced with stud framing at midheight 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. 58. Steel Studs - (As an alternate to items 5 and 5A, for use in configuration 8 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 cut 318 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. kng legs, attached to floor and ceiling with fasteners 24 in. OC max. Studs cross -braced with stud fiamirg at midbeght where necessary for clip attachment Min 314 in. separation between steel framing and area separation wall_ Finish rating has not been evaluated for Steel Studs. 6. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied horizontally or vertically. Wallboard attached to wood studs (Rem 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Rem 5A or 58) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted light to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with pint 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 joints shall be butted tight tokem a closed 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 Item 7. 60. Batts and Blankets `- (not shown) - As an alternate 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 items 6 and 6A, the max height is 54 ft and the aluminum clips (Rem 7) shall be spaced a max of 5 It OC vertically. Min 3/4 in, separation between insulation and area separation wall. See Batts and Blankets (BKNV) category in the Building Materials Directory and Batts and Bankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies- 6C. Wall and Partition Facings and Accessories `- (not shown) - as an attemate to items 6, 6A and 68.4 it wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1-5/B in. long steel drywall screws spaced 16 in. OC. Vertical pints 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 OR-500, QuietRodkQRr-510, QuietRock OR-525 BD. Gypsum Board - As an alternate to Item 6 - Min 518 in, thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (hem 1). Min. 518 in. thick, min. 3 in. wide batten strips applied on both sides of single Steel Track (Item 1) at perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S steel screws spaced 12 in. OC. Batten joints shall be butted tight to form a closed joint. As an option, entire sheet of gypsum board may be used in lieu of the battens. Clip placement as in item 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO - Type FSW-3, FSW, FSW-. 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 "H" studs and with 1-114 in, long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 ft high: Space dips a max of 10 ft OC vertically between wood or steel framing and "M'stids. 78. Clip placement for separation walls up to 54 ft high: Space dips as described in Rem 6A for upper 24 R Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing and'1i" studs. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 R space dips as described in item 6B for middle 30 ft. Remaining wall area below requires dips spaced a max of 39 in. OC vemcally between wood or steel framing and "H" skids. e. STC Rating - The STC Rating of the wall assembly is 61 when R is constructed as described by items 1 through 6, except A Rem 5, above - Wood Studs -Shall be spaced 16 in. oc. B. Item 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. Item 7 above -Aluminum Clips -spaced ced a max o110 ft OC vertically. Y D. Batts and Blankets* -The cavities formed by the wood studs shall be friction fit with 3-12 in. thick fiberglass insulation baits, 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 8 only. G. Steel Studs m (ftes 5A, 5B), Plywood Sheathing or OSB (hBalls and 5A and Item 9) and Baand Blankets (Rem68) not evaluated as aftematves for obtaining STC rating. 8A. STC Ra6rg - TheSTC Rating of the wall assembly is 69 when R is constructed as described by items 1 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 3-12 in, thick fiberglass insulation baits, 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 Wallis 23 fL F. The STC rating applies to Configuration B only. G. Steel Studs (Items 5A, 58), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (ftems 6B) not evaluated as alternatives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly is 70 when ft is constructed as described by items 1 through 7, except A Rem 5, above - Wood Studs - Shall be spaced 16 in. OC. B. Rem 6C, above - Wall and Partition Facings and Accessories` - Type QuietRock QR525 panels shall be installed as described in Rem 5C. C. Rem 7, above -Aluminum Clips -spaced a max of 10 ft OC vertically. D. Batts and Blankets` -The cavities formed by the wood studs shall be friction fit with 3-12 in, thick fiberglass insulation batts, 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 231L F. The STC rating applies to Configuration B only G. Steel Studs Items 5A 58 Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blankets Items 6B not ( 1: ivy 9 l ) l ) evaluated as attematives for obtaining STC retilg- 9. 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 joints located over studs. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. Indicates such products shall hear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1ee.ppeamrce loco W. nnme a pomp In hNn enr een-ma In_aurae ma'_sohanlmea Irnv earn m.mraaaw me.r uL•n -up arNce. Only d-ii W-1tn M "era M murk ahoale W caepaaa to ee eMmaa antl-aMb UL'n PolbnLp AMce. Antalya bot M era M pnm ere mpraeuctlm of lM ma 1 caNerM In ea Onllrre Ciinsu mOlr-y-4-t Wee M-ft raMems: 1. Tee r-, Imamaapn, Aaaaneluea, ematrucibro,-as, aya . rWa Catlllratlma Rage)Mrt x peamlea M wea elaeety ant In I nawNHea Vaamar, a xA only mmlpVanan ar en! aaa Ira aaamrpl y era artmam'Aeplmee Iran ere Ore. Ceremcaeaa Eft-,,ry- perneasbn Ran UL' marl appnr agacam b era eaeuRM mNa4l In aedear, me __- moat - a cW'...- In er Mloxine format ^e tpe UL LLC' roll �®0 IETAIf' ON THIS SHEET IS j<ISHUL (UNDERWRITERS O SIGNED AND J ' a N Q Z err ~ its Zo J J m W (n I) Q J >J is O^ Z_ M � M J UJm0 . 'U X y}o 0 ~ - IXWO �a}y} N 7 F- M. ow d C M a E 7 C u • 3 srrlucr. OP act CHECI(: TH w JOB No. STAR-17116 i ScALE: AS INDICATED w OATE: 07/1623 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. Design No. V344 ID 2022 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 products, equipment, system, devices and materials. Authorities having Jurisdiction should be consufted before construction. Fire resistance assemblies and products are developed by the design submiter 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 ante. 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 concerning alternate materials and aftemate 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 - arsdul 263 certified for united states design criteria and allowable variances See general information for fire resistance ratings - canduk -s101 Certified for Canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See items 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See items 4 and 5) Finish Rating - (120 or 150 min, see Rem 5, 5A and 5B) ` Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or oUL Certification (such as Canada), respectively. z•cavaaer 3/P Ai Spam Exposed to Fire from Either Side Side A Side B 1-12' Type G Drywall Laminating Screws 8 h 1r Ir + + — ➢ z « -h 1-12" Type G Drywall Laminating Screws =1 T z'—n,w l 16 1S + 3 z + I6' + + L S. ti Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL — (Max Height - 66 ft.) 1. Perimeter and Intermediate Channels — 2 in. wide channel shaped with nor 1 in. long legs, formed from No. 25 MSG gat, 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 1J/8 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 fitted into "H" - shaped studs. AMERICAN GYPSUM CO —Type EKCEL PROTECTED WALL: (Bearing-aFPlonbearing Wall, as indicated in Remc4 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 parrallel or perpendicular to gypsum board (Item No. 3). Studs cross -braced where necessary for clip attachment Min 314 in. sepaafion between wood framing and area separation firewall. 4A. Steel Studs — (As an aftemate to Rem 4, not shown) — For Bearing Wall - Corrosion protected steel studs, nun 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, chid Conned, shall be designed in accordance with the curer 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 the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer anNa 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 S-12 steel screws on both sides of studs or by welded or bolted 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, 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. O.C. Studs cross -braced with stud. Min 3/4 inseparation between steel framing and area separation wall. 4B. Steel Studs — (As an alternate to items 4 and 4A) - For Nonbearing Wall - Channel shapec, 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 vet 318 in. 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 mid -height where necessary for clip attachment. Min 3A in, separation between steel framing and area separation wall. 4C. Framing Members' — Steel Studs — (As an ahemate to hem 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 tracts, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in. leas than the assembly height and installed with a 12 ingap 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 314 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 T°m CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC — SmartStud25 TM IMPERIAL MANUFACTURING GROUP — ViPe25 TM MARIONNJARE, DIV OF WARE INDUSTRIES INC — Vipe25 TM STUDCO DUILDING SYSTEMS —CROCSTUD 5. 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 and joint Compound. When minimum Hoard might is less than 1.3 Ibs/II2, Finish Rating is 120 min. When minimum board weight is 1.3 Ibs/R2 orgreater, Finish Rating is 150 min. 5A. Plywood Sheathing or OSB — (Not Shown) — As an alternate to Item 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs, horizontal joints shall be butted tight to font 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. Finish Rating is 120 min. When used in addition to Item 5 Finish Rating is 150 minutes. 513. Batts and Blankets' — As an alternate to Items 5. Glass fiber or mineral wool insulation, min, 3-12 in. thick, placed to completely fill the mod or steel stud Cavities. 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 Min 3M 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 5B, any loose All material bearing the UL Classification 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 insulation and area separation wall. 5D. Fiber, Sprayed' — (Optional) — To 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 dry density of 2.7 IIVR 3. Alternate Application Method: the fitter is applied without water or adhesive at a nominal dry density of 3.511YR3, in accordance with the application instructions supplied with the product. Min 3A in. separation between insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wet or dry application. iNS515LD, INS541 LD, INS5101-D, INS765LO AND INS773LD are to be used for dry application only. 6. Aluminum Clips — Aluminum angle, min. 0,063 in. Mick min 2 in. wide with min 2 in. and 2-1/4 in. legs a min. 0.050 in. thick, min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 314 in. long panhead sharp screws to'H'sluds and wood framing through holes provided in dip. 23 ft. Height Clip placement (Rem 6) for separation fi—Ils 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'stud.. 44 ft. Height Clip placement (hem 6) for separation firewalls up to 44 ft. high. For the upper 24 ftof 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 ft. OC. On the next 20 ft. below space the clips 5 ft. OC, and then 40 in. CC for the remainder of the wall. 7. Laminating Screens — Gypsum boards (hem 3) are severed 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 HaWtls. Refer to Illustration. 8. Non -Bearing Wall Partition Intersection — (Optional) — For wood framing — Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3m. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in, studs 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 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 3/4 in. air space between wood framing (Item 4) and gypsum board panes (Rem 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Sluff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock, Handi-Foam Fireblock West, and Fast Foam Fireblock 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 rle.ppe.rame a..«ap dry, m«e «protlua In mI. mt,wse ao.a ml In sus,swe INrt proMw.m w le.asm lave Leer m.«r. c..a mr.r uL•a sit w Carve«.cnh m—pr—H,tle,rlrg the UL m,rk Meua Mcon,aeredm Oe Cerftfl r .wmeU uraa VU, ial«vLp Si—AhMy, aok r«ee Mark an Me prAavn eL p—ee re1m0u—Aae mahena t«bMtl In tlhe Onpm Certlnc,tlm Dkecary MClecl. me ran.. axgtlbm:l. Tie UAae Naerrnaapn a„enitllNa. C«IMermro, DeMpe, zy,a«s, aW« CeHMc,tlan, IMe,I muM a Pe,eaen a tlelr eroreh am in rwnmlaa,elna mother, emnAarry mea«aaum onto - —tl1«raidl3. ante esem«n'ReMa.ati«n me Doane LeMAr,tlans prM«y,anm lerlasabn Ram UL-mvM appur,gMeablme <m,cem mhmrw.N ,Utllary tlhe reprises maruial ram I«Ives, aapyrgM triune w tK raaelr,p rameE <mzz u LLc Re«k9ert/mmIDs9nimn_ _ pemr'cbn rm,n u pp1I1� D�VyK jjjjjjH��OWN ON THIS SHEET IS - YUL (UNDERWRITERS V $) SIGNED AND w 'IIal�O S OfKyE STRUCTURAL F Tfy6 RAVNNG ONLY. Q may. w • ::g� ! •' = W m O r N m 4JJ ae W ® O 5 Z. 6- O .�� • ti Y co ! QQ 17 Is®el/. �'Yv/��` li o 02 moo o" o w r w 0 . 2 V yFZ o i O rc o ~ X a iaU ° = W O a O f O 0. ; zQ 0 � 0n rc z iw Z pp a3 r tri E °H _J m m 44 M 00 W z Zyy Jv4= J n• o i Q Z4 Q� V� o °M� S O ° F 3: oHF- > 0 w Lu Lu Z 6 w U) OZ U Q A. O ° w U a i d z w w kp + O F iL Ira (� }}J^ - - O Z G C N—E WXm Z oWF- l .Xo ° d :3 X Z WOomF.f o p F • kf w m S W. 2. aTRUCTURK ENG: TH oRArnno. wZ j-srRUCT: DP U K aC CHECK: TH � w x1e No. STAR-17118 m SCALE: AS INDICATED Q r Z DATE: O7/1623 W ° i O PW5 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. 2x BEARING WALL PER EXTERIOR WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2x BRG WALL PER p SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE - WALL BO BASEBOARD IS BEARING / FOOTER SEE DETAIL WF10/5D4 SEE DETAIL WFI0/SD4 BACK SO BASEBOARD PLAN AND BEARING 2. P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON 2x P.T. BOTTOM PLATE & ATTACHMENTS PER T EMBEDMENT BELOW FOUNDATION BELOW z FOUNDATION BELOW NON -BEARING WALL MIN S 0 & ATTACHMENTS PER PLAN 8'CURB R TALLER THAN LOWEST STEP OF (MAX 2) 7 2x BRG WALL PER 2x P,T. BASE PLATE pL�L BUILDER TO PROVIDE SILL BUILDER TO PROVIDE SILL B', CONTRACTOR TO ADD (MAX 7) CURB BUILDER TO PROVIDE SILL MA% j PLAN AND BEARING CLEAN COMPACTED < SEALANTANSULATION SEAIANTANSULATION (1)t5 CONT. BAR 'v WAIL SCHEDULE CLEAN 95%CO STANDARD u BUILDER TO CONC. SLAB PER (1) NS CONT. W/ 1-i? w n SEALANTIINSULATION _ DENSITY OFF SET BOTTOM < CENTERED WITHIN CURB 7 COVER TVP - , CONC-SLAB PER CONCRETE SLAB PER PROVIDE SILL FOUNDATION PLANOUNDATION PLATE CONCRETE SLAB PER - WI MIN. 7 COVER MAX w ^ 2x P.T.PTBASE PLATE w FOUNDATION PLAN a SFALANTANSULATION CONCRETE SLAB PER w - - RI{qp{I Z R FOUNDATION PLAN CONC. SLAB PER f ` - i I 1? >f OFF SET�BOTTOM a FOUNDATION PUIN FOUNDATION LAN >� F S! J ♦D VARIES PLATEw (� A GRADE . ii 1?� f 70 (; u ME a ¢>i _L cRAOE a. ..: § �! I i II b � Al �.i..l.. b 3 (2) f5 CONT. REBAR ON I I I I i— . ICI E § I :' I 18 6.:-:1_ l` CLEAN COMPACTED D (2) f5 BARS CONT. W/ ° ( - -'I ' �(/ � y _ LLj CHAIRS W/MIN.3' 11 I II.. _CLEAN COMPACTED ., J { 6• 16' q^ DENSITFILL 0Y 5%STANDAR J' - 3COVER TYP. COVER e' 1'd' FILL 0 95%STANDARD —I ( (1) N5 BAR CONT. DENSIT i DENSITY 2 f5 CONT. REBAR ON ! I € CLEAN COMPACTED) OAR TYP. vi NT. WI N w () 1 WI3 COVER TYP. CHAIRS VW MIN 3' _ FILL 95%STANDARD ."� O COVER CLEAN COMPACTED (2)tS BARS CONT. W! Q J w QZ PENDING SITE 8 1� DENSITY FILL 0 95% STANDARD 3•COVER TYP. CLEAN COMPACTEDr CONDITIONS, SEE WHERE 2NDSTORY OCCURS,FTG PENDING SITE DENSITY FILL 095%STANDARD ® pp 4,°., b .n- •q 0 U amp DETAIL MF20 FOR SHALL BE 1'1 WOE W/(3) N5 BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY F i @ ' •� i Y J _,`.� o WHERE 2ND STORY RS 0 41 C_,ry Z Q ` DEEP MONO DETAIL MF20 FOR SHALL BE I'�•WIDE W/(S) eARS WHERE 2ND STORY OCCURS, FTG WHERE EV-STORY OCCURS, FTG SHALL 2NDSWIDE YV DEEP MONO SHALL BE 1'S• WIDE W/(3) NS BARS SHALL BE 1'A"WIDE W/(3)NS BARS F01 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F0 NON -BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN F06 FOOTING AT INTERIOR BEAF�µ,G IS' �y� k a si wl3W=V-T 3l4'=1'V 3/4'=1.4T 3/4'=1'-T 3W=1'1T ''�lj l ° 314-=110` Oa w t NOTE TO CONTRACTOR h a Q PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR READ VERIFY W/ DETAILS FOR REO'D Lid CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO EDGE IS REQUIRED IC BE STEEL AT2 STORY LOCATIONS STEEL AT2 STORY LOCATIONS ryOTE: AT FRENCH cwi ADJACENT MONO AND/OR STEM WALL SEE FRAMING PLAN m O Q DEEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL DOOR LOCATIONS. rc 8-1/7 FOR MORE ¢ H 0 MIN, 24" BEFORE CONTRACTOR TO 1 ° SEE FRAMING PLAN INFORMATION Z a z ANOTHER STEP - ��,� VERIFY WITH DOOR " AND PART, WALL GARAGE I E CONC. SLAB PER y O + MANUF. FOR DETAILS FOR MORE SLOPE I w BY12' THICKENED F ' REQUIRED RECESS J FOUNDATION PLAN SLAB W/ (1) t5 CONT- - ro 3 } �' • INFORMATION I F w W/3 COVER TYP. i - : t5 CONT. CONCRETE SLAB PER 4' MIN QQ i _ �'- ' �. REINFORCEMENT SEE THRESHOLD PER MFR'S FOUNDATION PLAN I O FOUNDATION PLAN SPECIFICATIONS > I F THRESHOLD PER L z O 7? I .F1FOR QUANTITY MANUFACTURERS O F Z SPECIFICATIONS TOP VIEW CcD CORNER GARAGE WALL h t5x25'x25-CORNER OUNDALA13 PER BEYOND a D O BAR, ONE FOR EA FON d PROVIDE 3W MIN. n z VERIFY PLAN DETAILS HORIZONTAL rc CONC. SLAB PER SLOPED RECESS AT w a U w w O FOR REQUIRED NS + 'F REBAR, TYP. U.N.O. FOUNDATION PLAN I —III ` i ( _ C -ITIII s r _ III I GARAGE DOOR --��rr-- CONT BARS. MAINTAIN _ 4F I _ 1_ - ^O LL W 3' COVER TYP, "dam ^Z �- i DRIVEWAY BY BUILDER - - W - I '- I --a' '1•'! — 'I GAR. SLOPE CONCRETE OR PAVERS w U �' 18' MIN 16' MIN. SLOPE VERIFY PLAN DETAILS -� BEND EACH CONT. 05 FOR REQUIRED N5 PER MFG SLOPE EM. SURFACE - �� w n BAR AT STEP DOWN, CONT. BARS. MAINTAIN CLEAN COMPACTED 3OR INSTALL d5 HOOK OR GRADE 1/8• PER v • COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM (3) NS CONT. REBAR J w FILL 095%STANDARD CLEAN COMPACTED O DENSITY BAR. LAP REBAR PER BUILDING FILL 95%STANDARD ON CHAIRS W/ MIN. (2) f5 CONT. -; m MIN. N40 TOP O O TABLE MD08 ON SIA 12" FIBER EXPANSION 0 3' COVER W/ 3• COVER TYR U z DENSITY REQUIRED PER APA a < W AS REQUIRED PORTAL FRAME SPECS Q' I FO THICKENED EDGE FOt TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F7 FOOTING AT INTERIOR BEARING F1 THICKENED EDGE @ GARAGE DOOR w 3/4-=1.4T 3/ezv4' 3/4•=1*4r Z 3/4'=1'-0' 314'=1'-0' 3/4'=1'-0" 1-ryp 7 SCN. 40 STEEL PIPE IF MASONRY WALL OR ALL REINFORCEMENT SHALL (2)#6x4'-O'BARB FILLED W/25M PSI COLUMN IS ABOVE, MAINTAIN 3" CLEAR TO 00 Q y� �°U CENTERED AT PIPE PVC OR SCM40 SLEEVE CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-12• CLEAR TO z m W !Z PENETRATION TO BE MIN. 3FT TALL 1 12' MAX 1 10 MAX. STEEL TO BOTTOM ANY FACE EXPOSEDTO O O 0 E70% FRAMING ROW OF STEEL. WEATHER SEE MING PLAN O N 8"CMU- CONC. SLAB PER n 0 Q 2 i AND PARTY WALL FINISH PER ELEV. _ t i I — _' FOUNDATION PLAN CONC. SLAB PER { (4) i/4' x 3-1/4" IF CURB IS TALLER THAN DETAILS FOR MORE a •� Z FOUNDATION PLAN 8" C.M.U. FINISH PER I, i - ! I 5•x5•x3Ai THICKA36 SUP-RSTUD 8•, CONTRACTOR TO ADD INFORMATION O Z F FINISH FLOOR ELEy I. I -- STEEL BASE PLATE FASTENERS W/MIN. (2)l5 CONT. BARS W/ MIN H V O WWO FINISH FLOOR o i I . ( 1-1/2"EMBEDMENT 7 COVER �' — ! THAN T-T ADD 2)i5 IF FOOTING IS TALLER F ? J ? 1 PENETRATING (_� !REFER TO SECTION AA INTO CONCRETE we - m• e- PIPE. MAX 4" i TIC w� - -I ( ( ;_ I -'FOUNDATION PLAN CONCRETE SLAB PER K 2 A5 BARS TOP - BARS AT 1H Poll TH 5 y p RARE PENETRATING ' ` I E I -FOR COM. ¢ (1 FOOTING DEPTH T OF 0 = _ > MAX 4• SEE FIXJ. t_ FOUNDATION PLAN > E WHEN M. ION F I y F- m C i'-- PAN FOR FOUNDAT2• SCH. 40 STEEL PIPE EXCEEDS 26•, IF p § LL Q C , f5 LOOP TIE (TYP.) .SIZE 8 REINF. INFORMATION FILLED W/ 2500 PSI DEPTH <Z6' THESE - O F W OO CONCRETE. BOLLARD 1/4 E70X BARS ARE NOT REQ D z �S PVC SLEEVE MAX .- - n REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL -^f I_.# �O �U=3 2 GRADE 6"DIAMETER —I .. ! FOUNDATION PLAN 515'x3A3'THICK A36 .. N3 STIRRUPS O4W _ U p F- y¢Wj� i �° - i '\. - FOR CONT CONTACT FOR FOR ADDITIONAL REVIEW - I : _L OG. WHEN MONO ` F J ( z 0 F y 2 ry FOOTING PER PLAN n FOUNDATION STEEL BASE PLATE § — ° = DEPTH EXCEEDS H W o d 1 FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS tl _ O i z ..I " CLEAN COMPACTED INFORMATION - } FILL 95%STANDARD ( ' IF DEPTH <Z6' THESE ' - /? F w =LL (SIDE VIEW) DENSITY FOOTING PER PLAN Y a : (4)1/4 x31/4' _!.1 BARS ARE NOT RE( p . A A SUP -RSTUD PVC SLEEVE _ - -� CONCRETE SLAB PER FASTENERS W/MIN. - - I : (2) II BARS CONT. W/ - CLEAN COMPACTED (FRONT VIEW) MAX6 DIA - II 'I PLAN 2-1/4'EMBEDMENT 3•COVER TYP 4 FILL @ 95% STANDAR w i -V DENSITY I O INTO CONCRETE z z CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'-0', a m = I FILL 0 95%STANDARD (3) N5 CONT. REBAR ON FOOTING IS REQUIRED TO BE 3'-0• WIDE DENSITY CHAIRS W/ MIN. 3'COVER W/(4)M5 CONT. BARBW/3•COVER W F1 TYPICAL FOUNDATION PENETRATIONS —I1,_I!,_�( F1 BOLLARD DETAIL Fl PARTY WALL FOOTING W/CURB -F2 DEEP MONOLITHIC FOOTING 3/4•=ra PIPE PARALLEL TO FND 3/4•= rv' 3/a• = V4 3/a•=r4r w w + o� �IT ALL REINFORCEMENT SHALL (� n MAINTAIN 3 CLEAR TO PARTY SEE FRAMING PLAN & � g Z q GRADE AND 1-12• CLEAR TO FOR MORE L DETAILS z O Q ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION G 0 J F C WEATHER PARTY WALL DETAILS O Q rA O U (2) 05 BARS ®TOP FOR MORE _ �7 12 O O W m J WHEN MONO DEPTH INFORMATION IF B'CURB IS TALLER THAN EXTERIOR WALL MAX 1 0 - EXCEEDS ES NOT ^ � (2 CONTRACTOR WARD SHEATHING PER PLAN. w O O LU M REQ'D. IF LESS THAN <> EXTERIOR WALL (2) MS CONT. BARS W/ MIN, SEE DETAILF Mi = W Z 26' DEEP ti U SHEATHING PER PLAN. 7 COVER FOR MORE INFORMATION ION Ow F. 251 (1 ) f5 BARS 0 NOSING SEE DETAIL WF105D4 CONC.SLAB PER w e BUILDER TO CONC. SLAB PER m = - FOUNDATION PLAN FOR MORE INFORMATION _ i PROVIDE SILL i5 CONTINUOUS REBAR a (- T FOUNDATION PLAN O H rc SE0 TANSULATION { AT NOSE, MAINTAIN MIN. i^ U J X Z BUILDER TO > 2 J 3• CONCRETE COVER W W O PROVIDE SILL - 0 ¢ J • 11 MI w a CONCRETE SLAB PER SEALANTANSULATION CONCRETE SLAB PER O O i'" j j I� FOUNDATION PLAN ti FOUNDATION PLAN VARIES, Z Fr MAX. w O d VJ O z w O.C. WHEN MONO �, } F GRADE { w 6TRUCTIMAI ENG: TH a DEPTH EXCEEDS 26 I _:?F F f� .1! GRADE.. _ �::. po IF DEPTH IS LESS _ - 3 O i ::E ; I ' q — _ " 'A _NG: THAN 26, STIRRUPS I -� q SrnuCr: DP ARE NOT RED D. L J - ~ " o I (3) NS BARS CONT. W3 COVER TYP. 1 � .: 3 g rc a CHECK: TH / I _ (3) i5 CONT. REBAR : vOwi J06 �- STAR-17116 CLEAN COMPACTED — (3) t5 CONT. REBAR I -I m 27' (3) t5 BARS CONT. 0 ON CHAIRS W/ MIN. CLEAN COMPACTED _ CLEAN COMPACTED 2 SCALE AS INDICATED FILL %%STANDARD -- ON CHAIRS W/MIN. I' 1� ® TEP SECTION Wr3' COVER I — `CLEAN COMPACTED ¢^ DENSITY COVER TVP 18 FILL 095%STANDARD 3'COVER FILL 095%STANDARD DATE 07/16 1S• FILL 095%STANDARD i DENSITY DENSITY DENSITY w ¢ F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING ( F3 EXTERIOR PARTY WALL FOOTING / uv�F4�6 FOUNDATION @ GARAGE STEP-DOWN � NOT USED x z ^ 3/4'=1'4' 3/4'=1'-0' 3/a'=1'-0" 3/a'=1'47' t O J 1. 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. GARAGE BUCK DETAIL DORMER FRAMING DETAIL SIMPSON ... _. . DIAGONAL TO BEAM 2x6x12 CENTER BUCK 3/8' DIA ANCHOR CENTERED 2.6 P.T. BUCK EACH SIDE OF OPENING (5)1rr - LAG BOLT AT EA. DOOR BUCK EA. SIDE OF DOOR. PROVIDE 2' x 3/16" THICK WASHER WW EA. ANCHOR. (let BOLT TO BE 8" MAX. ABV. CURB, REST EQ.SPACED -24' O.C.) END VIEW w/ CMU HEADER (SEE PLM VIT OS.B. EA, SIDI 2x BLW TO O.S.B. (2) 0.131- x 2-10 NA EACH ENO EEND VIEW w/ WOOD 0W0"I\ ARCH WINDOW FRAMING DETAILS 12'=1'4T I \ I 3/4"=i'd" 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 2x4 BLOCKING W(2) 0.182' x 3-12" NAILS EACH OPROVIDE D END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND CONNECT./ SIMPSON HTS20 @ 32" O.C. OROOF FRAMING TRUSS PER PLAN BELOW A J O2x F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B O DOUBLE TOP PLATE � V OSIM-ON H HIOR H6 @ EA END OF TRUSS OR RAFTER ^ USS PER PLAN OR CONV_ FRAMING PER ^G O AN U ROOF FINISH PER ARCM TECTURAL PLANS V ROOF TRUSSES PER PLAN CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4' CDX SHEATHING A NAILED @ ITO.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10032OC SIMPSON HGAIO@ 32' W/ (4)1/4- x 3' SDS TO TOP O.C. W/ (4) 1M'k 3" SOS PLATES & (4)1/4-x 1-10 TO TOP PLATES & (4) SOS TO TRUSS 1/4'x 1-12' SOS TO TRUSS SHEATHING NOT REOD SHEATHING NOT REQD TO BE CONT. @ THE TO BE CONT. @ THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2z TOP PLATE FASTEN $IDE WALL BEAM PER PLAN SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON HIGA ATTACH PER PLAN DIAGONAL TO TOP PLATE BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REO'O GABLE END'L' AND/OR "T" BRACING STRONG BACK PER GABLE WHERE OAH 9". END BRACING CHART REFER TO GE311S02 2x4 SYP *2 TOP CHORD BRACING CONTRACTOR TO FIELD VERIN WHICH @ 18" O.C. MIN (2) TRUSS BAYS 9' MAX PLYWOOD RIMING DETAILS FOR ,DDITONAL 4FOR1EADE AN CAN BE ITHE1EADER OWN UPSET OR �OWNSET) .� x W/ (2) 0.162 x 3-10 OE -NAILS EACH END LAST STUD OF KNEE WALL - 3) 0.162' x 3.12'NAILS JOINING UP TO MAIN HOUSE FYP) WALLS SHALL BE ATTACHED TO MIN. (2)2x FULL HEIGHT WALL STUDS W/ (2) 0.162' x 3-12" NAILS 0 1T O.C. x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL - 'LOCKING ATTACH TO WITH STUDS @ 16- O.C. W/ /16' OSB W/(2) STRUCTURAL SHEATHING .131"x 2-12' NAILS ON BOTH SIDES FROM TOP /IT OSS EACH SIDE, OF WALL TO BOTTOM OF W0.113' x 2 NAILS @ BEAM. ATTACHED PER .O.C. TO SIDE & TOP NAILING SCHEDULE JAILER OTHERWISE SP2 CLIPS x BUCKS, EACH STUD TO DOUBLE TOP PLATE AND SPI CLIPS EACH STUD TO BOTTOM PLATE 2x4 BLOCKS, (2) 0.162x 3-1rr NAILS 0 EA END. NOTE ALL GABLE BLOCKADJ. BAYS 0 EA DIAG. AS SHOWN. BRACING IS i0 BE FASTEN ROOF SHEATHING TO BLOCKS VW SYP#2 OR BETTER 0.131'x2-1/T NAILS 08'OC.(4) BAYS MIN(1) BAY AFTER BRACE IS REDD) SHEATHING PER PLAN SHEATHING PER PLAN TYP. TRUSS TO FRAME TYP. TRUSS TO FRAME CONNECTION PER CONNECTION PER STD. CONNECTOR STD.CONNECTOR NOTES NOTES FRAME OUT TO BLOCK FRAME OUT TO BLOCK EDGE AS REQD EDGE AS REDS LAST STUD OF I } - KNEE WALL JOINING UP I ` (2) 2. TOP PLATE TO MAIN HOUSE WALLS SHALL BE - I (2) 2x 02 SYP SEE PLAN l ATTACHED TO MIN. FOR BEAM SIZE I (2) 2z FULL HEIGHT WALL STUDS W# (2) 2x PLATE (2) 2x #2 SW SEE PLAN (2) 0.162' x 3-1a NAILS 12' O.C. I FOR BEAM SIZE I, l 2x4 SPF 12 KNEE WALL I WITH STUDS 016' l BUILDER FRAME O.C. V# STRUCTURAL RADIUS AS REQD SHEATHING ON BOTH I SIDES FROM TOP OF WALL TO BOTTOM GF I 1 BEAM. ATTACHED PER BUILDER FRAME NAILING SCHEDULE - ,y - -L RADIUS AS REOD /ry 4 KNEEWALL AT DOWNSET BEAM KNEEWALL AT UPSET BEAM 3/4"=I._T 1/61F 3/4'=l'd" 0.131 "x 2-12" NAILS @ 4- 0 C. OA 31 "x 2-12" CONV. FRAME OR NAILS 0 4" O.C. VALLEY TRUSSES PER PLAN VALLEY TRUSS CONV. FRAME OR VALLEYTRUSSES PER PLAN EXT. SHEATHING; GABLE TRUSS ATTACH PER NAILING SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) 0.162"x 3-12' NAILS NAILING SCHEDULE OR TO EA. COMMON OPT. 1,4 BLOCKING TRUSS PERP. TO EA VALLEY TRUSS NAILED TO SIMPSON LTA2 0 4' T TRUSS BELOW @ 24' O.C. GABLE TRUSS TO O.C. W/ (2) 0.162'k 3-12' MASONRY OR MAIN SPAN ROOF NAILS TYP. SIMPSON HGA70 0 37 TRUSS O.C. FRAME WALL" ATTACH TRUSS TO MAIN SPAN UPLIFT CONNECTOR (SEE SCHEDULE) TRU55 BELOW USING (3) 0.162"x 3-10 NAILS ROOF TRUSS UPLIFT CONNECTOR MASONRY WALL 2. BLOCKING W/ (3) (SEE SCHEDULE) SHOWN. SEE PLAN OA48'x3-1M' MASONRYWALL CONNECTION TO WALL FOR WOOD OR TOE -NAILED @ EA. END SHOWN, SEE PLAN MASONRY CONNECTION TO TRUSS FOR WOOD OR MASONRY EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) 3/4"=1'-0" 7(1)11141111' \ 12 12 MAX. \ NAILS DIAGONAL \ BRACE TO /2 BLOCKING �12 MAX, PROVIDE 2z4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. '.. w/(2) 0.16213-1(l 2z6 SYP #2 NAILS. DIAGONAL A BRACING, SPACED @ 48" O.C. BEGINNING 6'V' FROM EAVES CONDITION IS REQUIRED. CONTACT FOR CANT. O.H. I FOR ADDITIONAL INFO AS REO'D BACK FROM GABLE END (MIN. 48') A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REDD PLYWOOD BRACING TYP. SHEATHING & 1,4 SYP 92 BOTTOM NAILING PER CHORD BRACING @ 16' PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT VW (3) ACROSS GABLE 0A 48Y 3' TOE -NAILS jj TO BOTTOM OF EA END MIN_ (2) FALSE BEAM. TRUSS BAYSBACK ATTACHED PER FROM GABLE END NAILING (MIN. 48') SCHEDULE 2, TOP PLATE TO MIN. 2x4 SYP n GABLE END W/ 0.148Y STUDS @ IT 3-1/4- NAILS @ 6" O C. O.C. MN SINGLE 2.4 SYP #2 FRAMING FOR FALSE BOTTOM d TOP BEAM @ 16' O.C., IF REDD W/ (4) PLATE W/ (3) 0.148'k 3' NAILS @ EA. TRUSS 0.148"x 3" NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TVP, 2.4 SYP 02 HORIZONTAL PER PLAN BLOCKING @ IT O-C. W/ (3) IF REO'D 0.148'. 3' NAILS EACH END 2x4 02 SYP BLOCKING 8ETWEEN STUDS ONLY IF CMU WALL CONNECTION CLEAR SPAN CONNECTION FRAMEDOVM IS A SINGLE 2x ***"NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE :07\ GABLE END (M FLAT CEILING CONNECTIONS / GABLE BRACING CHART H GABLE BRACING + UP TO Y-W NO BRACE REQUIRED T-3-Hd 4'-10' (1)2z4 L-BRACE 4'-10' < HA64' (2) 20 L-BRACE (SEE SECTION A -A) V-4 Hill- STRONG-11&DIAGONAL BRACE @ MID -HEIGHT 12'- 11 00' STRONG-..(2)DIAGONAL BRACES @ 1/3 AND 213 HEIGHT 2t4 L-BRACE IF REQD SEE CHART. 0.148"x 3" NAILS @6'O.C. GABLE VERTICAL 1-.- 2ND 2x4 L-BRACE IF REQD, SEE CHART A -A GABLE VERTICAL L-BRACING GABLE END BRACING (140D or 150C) SEE GABLE CONNECTION DETAIL FOR REDD CONNECTIONS ZA ATTACHED TO EA GABLE 2x4 BRACE WITH (2) 0.148' x 3' NAILS (1)A23 FROM - STRONGBACKTO DIAGONAL BRACING 2x6 0.148"x 3" NAILS 0 8" O.C. 9' MAX PLYOOD CANT. O.H ZL'V . FOR O.H. SIZE WHERE O.H - 91, REFER TO FOR 2.6 SYP #2 DIAGONAL BRACING @ 48" O.C. AS REQUIRED PER GABLE BRACING CHART GABLE BRACING I-) SEE CHART MID HEIGHT OR 113RD HEIGHT STRONG BACK AS REQD PER GABLE BRACING i CHART O A GABLE END i SHEATHING O FASTEN PER C PLAN. STRONGBACK DETAIL 2x4 BLOCKS, 0.131"x 3' NAILS @ EA END. BLOCK ADJ. BAYS @ EAOIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W 0.131'x 2-12' NAILS 0 6" O.C. (5)0.131� 3'NAILS - NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG.w/(2) 0.131'4 X NAILS. GABLE'L' BRACING, - SEE CHART FROM DETAIL GE02 GABLE BRACING AT - RIDGE AND @ 4W O.C. MAX 45' FROM HORIZONTAL (t1-10'). NO DIAGONAL BRACE IS REQUIRED FROM THE TRUSS HEEL TO THE HIP JACK GIRDER INTERSECTION. PROVIDE 2x BLOCKING FOR NAILING PROVIDE BLOCKING - BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS GABLE END @ FLAT CEILING W/ BOSTON HIP (2)ac SYP#2 TOP PLATE WALL SHEATHINGPER - WF10/S03 FASTEN SHEATHING TO HEADER WITH RSRS-M (0.113'x2-3/8")RING SHANK NAILS IN 3' GRID PATTERN & 3' O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 2x STUDS AS REQD @ 16' O.C. w/ (3) 0148" x 3-1/4" TOE -NAILS TOP 8 BOTTOM NOTE: IF PANEL SPLICE - IS NEEDED IT SHALL OCCUR WITHIN 24" OF MID -HEIGHT. BLOCKING IS NOT REQUIRED. HTT4W/5X"ALL -- THREAD ROD, 7" MIN. EMBED AND MIN. 1.75" EDGE DISTANCE USING SIMPSON SET EPDXY OR EQUIV. ATTACH TO COLUMN USING (18) 0.162' x 2 12" NAILS FOUNDATION PER - PLAN; SEE MF10153 FOR CORNER BARS ]�'4kK eA. RE PDLE . �. / V ST1�9 AS REO'D. MAX g L �L PORTAL FRAMING DETAIL p eYF4aC LENGTH GAGE i FF og MIN (4) 2x SPFYl STUDS .,55 @ EA. END w/ (2) SIMPSON LSTA30 ON OPPOSITE SIDE OF SHEATHING w/ O (22)0 148" x 3" NAILS EA. u WALL SHEATHING PER p WF10/SD3 W/0.131' x 2-IrZ NAILS @ 3- O.C. IN ALL 10 FRAMING (STUDS, O BLOCKING. TOP PLATE, BOTTOM PLATE) - TYPICAL O 2x SYP #2 PT SILL PLATE; IF OVERALL DIM ALLOWS F ATTACH./J-BOLTS' O EPDXY ANCHORS @ 32' O.0 PER BRG WALL a SCHED. NO BOLTS wM 12" Z OF BASELLRCONECESS FNECTIONOR PAVERS0 w GARAGE O 12'=1'f7 SHEATHING PER PLAN WHERE O.H. IS > 9", REFER TO GE31 IS02 CONT. 2.4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REOD SIMPSON HIOA DIAG. TO BLOCKING TRUSS PER PLAN TYPICAL TRUSS TO FRAME CONNECTION SEE STANDARD CONNECTOR NOTES WALL PER PLAN (FRAME WALL SHOWN, MAY ALSO BE MASONRY) 2z4 SYP#2 BLOCKING BETWEEN TRUSSES /(2) 0.16Z'z 3 IrZ' TOE -NAILS EA. END a -i\ ,00 cn N � � � •s 0 m 0 ® O Z Ij O 7 Y K 8 co g K W OJ Sri Fa- y tpNL J 0 W �� F2 W0 `1 � � W �=ipFi W v1 W d co go 43 C. 01 O M (" Lu m OJ xaz - JrIL z - xo a W O U)v� • 6TRUCTU1ENG'. TH Q CHECK: TH 0 w JCB No. STAR-17116 I SCALE: AS INDICATED DATE: 07/1623 O Z 3/4"=1'-0" I \ / 3/4"=I'O I \ / 3/4"=I'-0" 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. TOP SPLICES DOUBLE 2X4TOP PLATE SIMPSON DTI; (2) ATTACH 2,4 STUDS TO TOP 0.131" z 2-/? NAILS PLATE W/ (3) OA48k 31M' IMO BLOCKING,(4) W TOE -NAILS TYPICAL AT ALL TRUSS PER PLAN 0.131' x 2-12' NAILS TO TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT WI (2) 0.148'x 3' NAILS @ 3' O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN 50%OF TOP (2) ROWS 0.148'x T NAILS @ PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPN516Z VW 112) 0.162-x 312" NAILS (� TYP _ TOP & SOT, ATTACH 214 STUDS C (2) 0.148'x3' NAILS 0 3' TO TOP PLATE W/ �- O.C. WITHIN 48' OF (3) 0.148-x 3-I W SPLICE THEN (2) ROWS TOE -NAILS TYPICAL 0148-x 3• NAILS @ 8' AT ALL LOCATIONS O.C. OTHERWISE 2.4 WALL BEYOND -� AGAINST 2xe STUDS tg, ATTACHED PER Miry (WFD&SD2) ATTACH 2,8 STUDS TO TOP PLATE W/(4)0.148Y31W TOE -NAILS TYPICAL AT ALL LOCATION 2x4 SYP>/2 BLOCKING, O TYPICAL TOP PLATE SPLICE @ BRG. WALL 0 24" O C. W/ (2) 0.148" 3/4"=1'4r x 3-1/4" END NAILS @ EACH END. SEE ROOF SHEATHING. WALL SHEATHING PER WALL PLAN PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN SIMPSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4) 0.148' x 3' NAILS PRE -ENGINEER ROOF TRUSS -SEE 0 EA BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLANTRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148" x 3' NAILS CONNECTION TO BOTTOM CHORD 2z BRG WALL, SEE BEACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2)2x 2 FLAT UNDER GIRDER TRUSS (2) 0.148' x 3' NAILjr2x4SYP02FLAT , 0 24" O.C. U.N.O. BOTTOM CHORD48'X3114"END@EACH END OFACH END.2x BLOCKING BLOCKING SIMPSON LSTA24 EACH ATHING PER STUD PLAN 2x BRG WALL, SEE PRE-ENG. ROOF ,SEE PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) N ALT. BLOCKING @ FRAME CONDITION GIRDER TRUSS SEE PLAN UN�OR CONK CTIONN WALL CLIP DETAIL (150 MPH EXP. C MAX) ATIgo SECTION@ DOUBLE BEARING 314.=1.,0. 3/4'=1'1F 2X CRIPPLES 0 1S" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE "WHEN STUD LENGTH IS -17 USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE WI (11) 0.148'x3"NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148' x 3114' NAILS STAGGERED @ 12' O C. EA. FACE OR (3) ROM 0.148' x 3-I W NAILS STAGGERED 012' O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REQ'D. IF WI SHEATHING CANT BE INSTALLED PER WFIO/SD4) FILLING AND BILKING AS REOD W/(2) ROWS OF 0.148'x 31W 016' O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOB/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVDE 2z40N TOP WALL NPRE- ASSEMBLED WALL OF 2X8 TO PAD OUT TOP 0.148ScT W/"OC. PLATE. ATTACH W/ (2) NAJPANEL 0.148'x 3' NAILS 3' O C. (FOLLOW NAILING (FOLLOW NAILING (SOLID BLOCK W/2x6) REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 4B+ '1pM TOP SPLICE - DOUBLE2x8TOP PLATE TOP PLATE TRANSITION (2X4 TO2X8 WALLS) 0.131"x 2-i/Y NAILS @ 4.O.C. 9' MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31/SD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO OEM FOR CABLE WEB BRACING INFORMATION SEE GE 02 SD7 VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SWILL INFORMATION BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN. 2.6 SYPM2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.162' x 3-12" NAILS @ SYP COMMON 24" O.C. MAX. ROOF BUSSES ATTACH VALLEY GABLE PER PLAN. TRUSS TO EA. TRUSS BELOW ROOF SHEATHING & NAILING W/ (3) 0.167 x 3-IrT NAILS PER PLAN. 2x BLOCKING W/ (3) 0A 48' X -31.' TOE -NAILS EA. END VALLEY GABLE CONNECTION - 150C MAX. 1'=r4r OVERLAP TOP PLATE AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW WI (2) 0.148z 3' NAILS TOP PLATE CORNER TRANSITION ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP920R BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)CS20 STRAP W 0.148•XF NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO FLOOR SYSTEM PER JACK STUDS. MIN. 9' END LENGTHS. (2)-2x BLOCKING E PLAN, NOT SHOWN73"0 8ETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. CLARITY. PORTALFRAME (2}2x TOP PLATE PER NAIL SHEATHING WI (� 0.131' x 2-12' NAILS 8 NO TOP PLATE SPLICES PERMITTED. SHEATHING TOHEADER152-12'- [[ NAILS ATTO.C.C. HORIZONTALLNTALLY& i7�It[ VERTICALLY AT PORTAL FRAME. 3.5' x 1115• HEADER PER PLAN. 1. 1121-LSTA36 OR (2)-CS20 STRAP W/0.148' x 3' - Z NAILS ON INTERIOR FACE OF WALL. STRAP E CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN, T END LENGTH OVER JACK STUD. (2)-2xMIN (3)-2x JACK 8 (1)-2, KING STVD BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS �- MIN. 7116* STRUCTURAL 1 SHEATHING, OR - 15/32" EXPOSURE i SHEATHING, BLOCKED OVERHANG: W TO MAX. jr, ROOF SHEATHING CONTINUOUS FROM BOTTOM PLATE TO 2•4r OVERHANG NAILS TO SUB -FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH & BLOCKING 0 3' O.C. INTERIOR FACE OF WALL CONTINUOUS SIMPSON HTT4 BASE CONNECTORS W/ SE FROM BOTTOM PLATE TO TOP PLATE. NAIL EDGES TO STUDS OR COLUMNS WI 01.411P 0.18YX2-12" NAILS 8 WALL 0.131' x 2-12' NAILS @ 3' O.C. & 3' O.C. IN ROOF SHEATHING & NAILING THREADED ROD W/ MIN. 12" THE FIELD. ER STRUCTURAL COVER . t2 SUBFASCIA EMBED BELOW CURB TO OTSHEATHING SHALL E COO NTINUOUS FROM END 2z4 SVP. i2 BLOCKING 0 16" FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-1 /4' EDGE i (2)-2. BOTTOM PLATE. NAIL TO _ F OVERHANG TO MIN. Y-0• O.C. w/(3}0.131"x 3' DISTANCE FROM FACE OF 8HEATHINGW/(2)ROWS0.148'xT EHIND GABLE TRUSS. TOE -NAILS EA END CONCRETE CURB NAILS @ 3- O.C. DROI GA6LE: MAX 2 OVERHANG: GABLE TRUSS PER PLAN (2)-2x BOTTOM PLATE. NAIL TO . (1) ANCHOR BOLT CENTER OF -� SHEAR WALL SEGMENT (DIMENSIONED THIS OETAIL)SHALL BE INSTALLED CONTINUOUS & FREE FROM PLATE SPLICES U OR DISCONTINUOUS - FRAMING. g yy yy y � w SHEAR -WALL PER MIN. T BELOW TOP OF SPIRED 2xd SW. Y20UTLOOKER 24' O.C. MAX. SHEATHING W/(2) ROWS 0.148' z 3' M1 -.;SHEAR WALL TO FOUNDATION { ® NAILS @ 3' O.C. .PER DETAIL WF07A ON NOTES 8 DROPPED GABLE: >2C TO MAX 2 r G.H.: ..: CONNECTOR LEGEND SHEET 2X4 SYP. $2 OUTLOOKER 0IRT OC MAX. MIN. .2x4 3VPN2 FULL TOP OF SPREAD FOOTING J �'. • • (2}r (3)0.131•,TTOE-NAILS FOUNDATION PERPLAN. (BELOWGRADE) HEIGH KING STUDS REQUIRED EACH HEADER 2'-1 OVERHANG ROOF SHEATHING & 2x45VP. i25UB-FASCIA NAILING PER STRUCTURAL COVER NOTES. (2)- H25A GABLE TRUSS TO SHEARING SHALL BE OUTLOOKER. CONTINUOUS FROM ENO DROPPED TOP CHORD 'OF OVERHANG TO MIN. ZBEHIND GABLE TRUSS. GABLE TRUSS PER PUN GABLE OVERHANGS UP TO 24" r=r4r (2) ROWS 0.148"x 31/4" NOTE&: NAILS STAGGERED 0 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF RE COLUMN 12' O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 3/C OF RE THICKNESS OF THE UST LAMINATION (3) ROWS 0.148" x 3-1/4. 3) FOR SPLY, PROVIDE 114'DIA. x 5.12- LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR &FLY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN N-1/4' 2-12' EDGE 12. O.C. FOR 2XIO OR 1' EDGE 1-1f2 EDGE GREATER HEADER 0148" x T T yyy MEADERTO w o 1-1? w I w 2-1/4' STUDS U.N.O. (ONLY STUDS REO'D. IF WALL C ry C SHEATHING CANT BE 0-148' x 3- NAILS INSTALLED PER WF10/SO4) 0148' x T DPP. SIDE i Z DOWNFRAMETO DOOR - a 1r � I O.t48' x T NAILS 2X STUDS TYP. OPP. SIDE (2) N4's (2) 24's (2) 2x8's (2) 2x COLUMN ATTACH JAMB STUDS PER WFO8/SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET '.T BASE PLATE STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS PT BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 0 BASE OF EA SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE TYPICAL HEADER DETAIL(VE) HEADER SUPPORT SCHEDULE ON NOTES BCONNECTOR LEGEND SHEET UPLIFT CAPACITY 0 HEADER TO STUD = 7ODM 12'=V-0' 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS RED'D. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property, TYPICAL BUILT-UP STUD COLUMN DETAIL 1 12•=1'-0" SEE GEOI FOR OUTLOOKER OR SHEATHING CANTILEVER 0.131St 2-1/Y NAILS 0 4- O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN END W/ PLIES FASTENED PER WF08/SD2. 3/4" DIA. F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. 5/8" DIA. SIMPSON HIGH STRENGTH THREADED ROD MAYBE SUBSTITUTED. PROVIDE NUT & Tx5 12'x12' PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHT ENED+2/J TURN. COUPLERS VNTH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 312' z 312' ENGINEERED ROD U TOP OFDED SP SPREAD FOOTING USING S MPSON SET-XP EPDXY OR EOUIV+ED+ EPDXY ANCHOR TO FOUNDATION MIN+ T SECnoN AA LUMBER JACK COLUMNS. BVILDER ALTERNATIVELY USE A3/4• DIA (OR SM- CIA HIGH STRENGTH) ONE JACK COLUMN ON EACH SIDE OF EACH CAST -IN -PLACE THREADED ROD V03'x3'0.229' PLATE WASHER SANDWICHED THREADED ROD. BETWEEN TWO HEX NUTS, MIN 8' BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS (2) 2x BUILT-UP COL. -� OUTSIDE (2) 2z4's EDGE DISTANCE PER DETAIL 0.148" X T NAILS ItY Z a a � o z n I 2' n w � 0.146'x3"NAILS i a I OPP. SIDE DISTANCE PER DETAIL INSIDE PLY NAYS NAILED AT W O/C STAGGERED. OUTSIDE NAILS NAILED AT V OAI OUTSIDE 2X's (3+) 2x COLUMN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING SCMED. j STRUCTURAL SHEATHING (2) 0.162"x 312' NAILS ATTACHED PER NAILING SCHEDULE TO EA. COMMON TRUSS '_' 2X41 92 SYP CONT. LEDGER OR GABLE TRUSS TO TOP TRUSS CHORDS NAIL TO WALL PLATE W/SIMPSON FRAMING MEMBERS W/(2) HGA10 @ 48' O C. MAIN SPAN 0.148x 3-1/4* NAILS @ 24" O.C. MAX. ROOF TRUSS IF MASONRY USE (2)1/4' TAPCONS DOUBLE TOP PLATE ( UPLIFT CONNECTOR OR EQUAL @ 24' O.C. W/ MIN. 1-iW PER PLAN (SEE SCHEDULE) EMBEDMENT. MAINTAIN r END DISTANCE 81• EDGE DISTANCE EXTERIOR BEARING WALL PER PLAN TRUSS OR ROOF RAFTER WOOD/MASONRV WALL OR TRUSS. SEE PLAN E0.5 GABLE END AT VALLEY FRAMING CONN. TO WALL 1602� LEDGER @ LOW ROOF 3/4•=1'-0' 3/4"=V-0' If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the 2. BLOCKING WI 12) OA48'x31/4' NAILS @ EACH END - SIMPSON LSTA30 W/ - (22)0.148"xTNAILS (ALL CORNER w CONDITIONS STRAP AROUND TALLER STUD) w (2) 2. TOP PLATE - ATTACH 2X TO - BUILT-UP W/(2) ROWS OF 0.148"x3' NAILS STAGGERED @8'O.C. (2) 2x TOP PLATE SEE FLOOR PUN FOR MORE BRG. WALL INFO STEP LTD BEARING FRAME WALL 3/4•=l'.T VERTICAL BLOCKING & 2x4 SYP s2 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131•x3• NAILS. TO SPAN THE 1,4 SYP 42 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG WI PLANS SPECIFY (3) OA 31-x3- NAILS, ANOTHER METHOD OF SUPPORT. REFER TO WINDSP®031IMPH, MANUFACTURER'S BLOCKING 0 EVERY SPECIFICATIONS & OTHER TRUSS (48" O.C. DESIGN PLANS. MAX) MULTIPLE VERTICALS& O WMSPEEDS17OMPH: RIBBONS REQUIRED IFOVERHANG EXCEEDS 24" OOfP�1L,13L BLOCKING RUSS(24' O CV MAX) PT POST AS NOTED TRU ) CORNICE SS BRG. 8 ABU POST BASE PER y §: ' CONNECTIONS PER (AS NOTED) DESIGN PLAN SEE FOUNDATION PLAN 5/8' THREADED RODwI PUNS. SOFFITS &OVERHANGS FOR ADDITIONAL INFO NUT SET IN ADHESIVE '}''1'\7 PER DESIGN PLANS. ` 4f MAX. 1Y MAX. FASTEN SOFFIT TO \ _ X CORNICE, EXTERIOR / SOFFIT OVERHANG WALL, AND RIBBONS LENGTH PER PLAN PER DESIGN PLANS OR MANUFACTURER'S WRITTEN SIDE VIEW &iASE OF POST SPECIFICATIONS. NW 11 CORNER COLUMN FRAMING FO SOFFIT SUPPORT FOR OVERHANGS > 12" 3/4'=l'-W 1"=1'-0" 3xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BUM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED RE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLVS AND NAIL AS SHOWN (5) 0.148'x3-1/4' NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST w , �. O ' Z p : v ® 0 O 7 o O U) J I- W 0 NJ L.L W Z /W V w Z M 1] M J m �J xUj az =a0 f a W 0 N } �a} w a F - ENG' R SRUC OP � DC CHECK: R O w JO6 N". STAR-17118 I SCALE: AS INDICATED wDATE: 07/16 SD2 2x4 SYP 02 BLOCKING 0 48- O.C. MAX. W/ (3) 0.148'X3 /4'TOE-NAILS ROOF SHEATHING PER TRUSSES AT 24'O.C. {OVSySC.gB ROOF SHEATHING, 0 EA END. REDUCE TVP. NON -LOAD FASTE PER PLAN -'.+ +x PLAN ATTACH PER SIMPSON DTC 48' CFy Cqp Tp N SPACING TO 24" O.C.0 NAILING SCHEDULE BEARING WALL PER OTy TRv WALLS CARRYING z PLAN. STUDS 0 24' O.C. ATTACH W/(8) Op `S3 LOADS SUCH AS O.C. MAX. STUD 0.131"x 2-12' NAILS O CABINETS OR HEAVY SPACING TO BE (MAX. 19"VERTICAL y' SOFFIT, ATTACHMENT, REDUCED DOWN TO GAP BETWEEN 1T 8 REINFORCEMENT SHELVING ,:y PER ARCHITECTURAL SIMPSON DTC E EACH 16" O.C. MAX' LONG BLOCK d TRUS1 DESIGN PLANS. ' '" LOCATIONS CARRYING BOTTOM CHORD/ HORIZONTAL BLOCK LOADS SUCH AS LOCATION. ATTACH WI TRUSS BLOCKING.) CORNICE PER (6) 0.131'x2-12' NAILS _ CABINETS OR HEAVY REDUCE OTC SPACINI 2. SCAB w/ 0.148'x 3• ARCHITECTURAL (MAX. }'VERTICAL GAP SHELVING. TO 24' O.C. FOR DESIGN PLANS. WALLS CARRYING NAILS 4' O.C. BETWEEN 12' LONG HOLD TOP OF LOADS SUCH AS PER-ENG TRUSSES BLOCK&TRUSS NON -LOAD BEARING CABINETS OR HEAVY PER PLAN BOTTOM CHORD/ WALL DOWN 1-10 SHELVING TRUSS BLOCKING.) _ BELOW BOTTOM OF TRUSS CONNECTION 2x BLOCKING x 1T _ TRUSS BOTTOM 21 BLOCKING x 17 LO PER PLAN CHORD. LONG Q HORIZONTAL 0 TRUSS LOCATION 2x FRAME WALL PER BLOCKING LOCATION FOR CLIP ATTACHMEf PLAN FOR CLIP @ 48' O.C. ATTACH TC BEE ELEV. FOR ATTACHMENT. ATTACH WALL SINGLE TOP O.H. S.E TO WALL SINGLE TOP PLATE W / MIN. (4) PLATE W / MIN. (4) 0.1 31"x 2-12" NAILS. CONDITION @ FRAME WALL 0.131'x 2-12'RAILS. SINGLE 2x TOP PLATE SINGLE 2, TOP PLATE =� TYPICAL SCAB OVERHANG F2 NON -BEARING WALL (PARALLEL TRUSS) 3l4'=ra 12'=1'-0' 2.6 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0,14W x X NAILS 0 EACH END (TYP.) 2XBRAFTERT02XB RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH ASS ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU 0 S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W/ 114"x4-12- SIMPSON SDS SCREWS NO PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6•s @ 24" O C. MAX. :FO FIELD FRAMED VALLEY DETAIL 12 PEA PUN (2) 2x TOP PLATE - (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING W/ (2) 0.148' 3IW TOE -NAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 0.141 3IW024'O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN F R MORE INFO L� SEE PLAN FOR FLOOR SYSTEM DIRECTION & MORE INFO FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 2x4 BLOCKING W/ (2) 0.148' x 31M" TOE -NAILS EA. END AND (2) 0,148'x 3-1/4• NAILS TO EA. STUD. SHEATHE ROOF PRIOR TO OVER FRAMING. I I o_ I I I I I I L EL y'YFL J,Y 2X8 RIDGE BOARD FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO 21 PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131" x 2-12' NAILS) 0 EA. RAFTER TO PLATE CONN. 34' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN, 1-11W THICK OSS RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ (1 } 0.131- x 2-10 NAIL HGA10, CENTERED BETWEEN EA FLOOR JOIST, PRE ENGINEERED AND SPACED NO MORE THAN 24" O.C. SCREW W/-� TRUSSES 02W O.C. (3)-1/4'x 3'SDS SCREWS TO 2x PLATE -BLOCKING& v MAX. PER PLAN (4)-1/4" x 1-12' SDS SCREWS TO RIM BOARD. SEE ARCHS FOR ROOF WATERPROOFINGAND PLATElLODIWG: FINISH MIN. 2x4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BETWEEN EA. FLOOR JOIST. NAILED TO DOUBLE TOP PUN) PLATE W/0.131'x 3"NAILS ®6' O.C.& 2' FROM EA. END. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (JOIST PER PLAN. / (4).0.131' x T TOE -NAILS EA. (JOIST TO DOUBLE J 2X 02 SPF STUDS E Is- 2x TOP PLATE. WOISTS PER PLAN, BEARING ON O.C. w/EXT. SHEATHING DOUBLE 21 TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE FLOOR -TO -FLOOR CONNECTION WFim-IF WALL SHEATHING ISNT CONT. LSTAIB STRAPS ARE RE09 FROM STUDS TO FLOOR$LOCKINGSHALL EXTEND INTO FLOOR SYSTEM AT LEAST GIRDER BELOW 1 T FROM THE EXTERIOR STUD FACE.... IF TRUSSES ARE ....OTHERWISE, ADD FLOOR$LOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED --------- PACE MIN, 1'4• PARALLEL TO WALL, 2x4 024 - O.C. MAX, W/ (2} 0.131' x 3'TOENAILS #2 SYP CONT. TO TOP d BOTTOM CHORDS EA. END. 3/4' FLOOR SHEATHING PER 0.148" x 3-1W NAILS AT (6)-0.131-x 2-1/2• NAILS: FLOOR FLOOR FRAMING NOTES. EACH STUD SHEATHING TO EA. PIECE OF L-' ROOF SHEATHING ATTACHED PER FLOOR -BLOCKING. ! - 1 1 1 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO FLOORHOLOCNING: `\ 1-1 V O.S.B. RIM BOARD OR IJOIST FLOOR -BLOCKING SPACED 0 24' O.C. MAX MATCHING FLOOR DEPTH. NAIL FLOOR$LOCKING TOTOP&BOTTOMCHORD OF JOIST W (2)- 0.131• x W TOE -NAILS. i HGA10, CENTERED BETWEEN EA. PIECE OF FLOOR -BLOCKING, AND SPACED NO MORE THAN 111 2TOC. SCREWIM(3)- IWX rSDS SCREWS TO 2x PLATE$LOCMW & (4} 1/C x 1-lfr SDS SCREWS TO RIM BOARD. FLOOR JOIST OR PER PLAN. (4)-0.131-X 3-TOE-NAILS EA. PIECE OF FLOOR$LOCKING TO DOUBLE 21 TOP PLATE. PLATE 3LOCK1110: MIN, 2x4 SYP#2 PLATE$LOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3' NAILS @ T O.C. & 2' FROM EA. END. (2) 0.141rX3I 4- NAILS ® EACH STUD 2x4 STUDS Q 16 O.C. 12'GYP. BOARD - SIMPSONHIOA® - EACH DIAGONAL BRACE CS EA. STUD ABOVE TO STUD BELOW W/ IVEND LENGTHS & (18) 0.131'x2-12' NAILS 2X BOTTOM PLATE, - ATTACH TO DOUBLE TOP PLATE W/ (2) 1MS141rT SDS SCREWS E 12' O.06., STAGGER ROWS ' 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING - WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE BRACING 0- 2 STORY FRAME WALL EXTERIOR WALL SHEATHING PER DETAIL WF10/ SD4 2x BOTTOM PLATE PER PLAN. (2)- 0.131' x 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX). 0,131' x 3• NAILS Q 4' O.C. & 2' FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131"x2-1/2'NAILS@3'O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR ADDITIONAL INFORMATION. RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. �- 0.131'x 3•NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6" O.C. & T FROM EA. END. & EA SPLICE. DOUBLE 2x TOP PLATE PER PLAN. MMAXAX. IN-PLAUPLIFTNE SHEAR : 335 PLF UF II imr'iMlNi EXTERIOR WALL SHEATHING PER DETAIL WI'IU SD4 21, BOTTOM PLATE PER PUN. (2} 0.131' X T NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). 0.131' X 3' NAILS Q 4' O.C.& T FROM ENDS AND SPLICES; 2. BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. MIN, 1-IM THICK OSS RIM BOARD. MAIL TO FLOOR$LOCKING W/ (1 } 0.131• X 2-1/Z' NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2)- ROWS 0.131' x 2-1/2NAILS M 3' O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/ 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. 0.131' X W NAILS: RIM BOARD TON PLATE$LOCKING @ S- O.C. & Z' FROM EA. END. & EA. SPUCE. DOUBLE 21 TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 6). Vint = 150 MPH. EXP C MAX. IN -PLANE SHEAR. 335 PLF 64 MAX. UPLIFT.8 PLF SHEATHING CONT. TO 2.4 BLOCKING W/ (2) 2nd STORY WALL 0.162Y31 rr NAILS 0 BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS 0 SCHEDULE EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2t BLOCKING W/ OA 31 N2-1rl NAILS 6' O.C. (5)0. 162-.3-12' NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2.4 SYP 02 CONT. BRACE W/(2) 016ZS1312• NAILS EACH DIAGONAL BRACE. O.S.B. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-1 M' (MIN.) 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL FLOOR WALL W/ BRACE 0 48. O.C. MAX. 1/4"x312' SIMPSON 45' FROM SDS SCREW® 16. 0 C. HORIZONTAL BRACE (2) 2x4 TOP PLATE NOT REQUIRED 6' FROM EAVES. ALL BROW FRAMING SHALL BE MIN- 2X4 SYP 02. OR P.T. IF IN CONTACT WITH LEDGER MASONRY&SPACED CONNECTION PER NOT MORE THAN 24' O. BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE AND MIN, 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRED. FASCIA PER DESIGN FASTEN EACH �« "�" `� r..n MEMBER, EACH ADDTIONAL INFORMATION END. W((3) o148713• NOT SHOWN THIS DETAIL TOE-NNLS MAX. 1'4T MIN. (5) 0.148113' NAILS LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER MO. MIN. (2)1W TAPCONS W/ 1-1/4" EMBEDMENT INTO CMU @ 16' O.C.. 1• EDGE & 4" END DISTANCE FRAME: MIN. (2)1/4' SDS SCREWS W 1-V2• EMBEDMENT @ IS- O.C., 1' EDGE & 4' END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS DY BROW FRAMING DETAIL MAX. V-0" O.H. 21 RAFTERS SEE - SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION SIMPSON LSTA18 IF USED IN LIEU OF COLLAR TIE 2x 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 & FASTEN Wf (7) 0.148' x 2-1/T NAILS TO EA. RAFTER BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE, SPACING & SPAN INFORMATION TYPICAL CONNECTION @ GIRDER OR BEAM I S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I F2 CONVENTIONAL DORMER RAFTERS 3/4•=1'd 1 lr1'=I'-T 1•=V.0" MIN. 2111 SYP 72 LEDGER FOR CONVENTIONAL FRAME AND MIN as SYP #2 FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDS WI(2) Ihr x 4-1/2 SIMPSON SDS TYP. NON -LOAD SCREWS ® 16' O.C. BEARING WALL PER MAX.; TO GABLE END PLAN. STUDS E 24• STUDS W/ (2) O C. MAX STUD 1/4' x 3-12SIMPSON SPACING TO BE SDS SCREWS @ 16' REDUCED DOWN TO O.C. MAX.; TO 16' O.C. MAX MASONRY W/ NO P.T. LOCATIONS CARRYING SVP #2 LEDGER W/ (2) LOADS SUCH AS 1/4'x 31/4'TAPCONS CABINETS OR HEAVY @ 1 T O.C. } SHELVING. FOR CONVENTIONAL FRAME USE SIMPSON LRU262 WW (9) 014S1 X NAILS OR FOR PRE.ENGINEERRED TRUSS USE SIMPSON HGA70 USING (8)-1/4-.1-12' SDS SCREWS SHEATHING PER PLAN MIN. 2"SYP #2 RAFTERS OR 2x4 SYP 02 PRE-ENGINEERED 12 ROOF TRUSSES 0 -ISEE 24' O.C. MAX. PLAN _ EXT. WALL / TRUSS (6) 0A48" HOLD TOP OF a► 2x4 SV BEAM ) NON -LOAD BEARING a is- per,(, WALL DOWN 1-12" 1/4" x 3-10- BELOW BOTTOM OF MAXT TRUSS BOTTOM CHORD. W/ 1/4' x - DO TYPICAL SHED ROOI 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 FACIAIN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3/4'=1'-0' NOT USED (Ceiling Afta h d to Rafters) Live Load = 20psf, Dead Load = 20psf, Ui1L= 240, Flexble Finish findudino Gvosum board) SYP#2 RAFTER SPANS SPACING (i0) 2x4 (ft-in.) NO (ft-in.) 2x8 (ItAn.) 2x10 (ftJn.) 2x12 (ftbn) 12 9.0 13-6 17-1 203 23-10 16 7$ 11-8 14-9 17-6 20-8 19.2 7-1 10-8 13$ 1" 1&10 24 64 " 12-1 144 1&10 NOTES: 1) Span shun ba measured along the Iloruonlal Projection of 6. rafter. 2) Rafter overhangs shall not exceed the lesser of 15 & the rafter span or 2 feat CEILING JOIST SPANS SCHEDULE (Uninhabitable Attica 1Mtl tSbuge)Live Load = IOpsf, Dead Load = Spat. Ualr = 240, Fl-ble Finish (including Gypsum board) SYP#2 CEILING JOIST SPANS SPACING (in.) 2x4 (ft-in.) 2.6 (I -in.) 2xe (ft-in.) 2x10 (ft-in.) 12 11-10 18-8 24-7 20-6 16 10$ 1&11 21-7 25-7 192 10-2 15-7 19-8 23-5 24 93 1311 17-7 20-11 ktEWd g f N° -CIA ►ETI-� -, LL �0,00 OR EERED RO )ESIGNE cr) NI O ;J N # m Lud. ow LE ONL _ e S O O --� J s wi •.. a Js W U 0 4� NONTR ELEMENTS NOT SHOWTT ETAIL FOR T 0 y a CLARISTY_ REFEUCTURALR TO DESIGN OR ARCHITECTPA ROOF SHEATHING & NALING PERROOF Q top NOTES. ROOF TRUSSES PER PLAN. U.N.O. ON FRAMING PLAN: (2) 6" OJ w SIMPSON SDWC15600 SCREWS EA. r` w TRUSS TO TOP PLATE. REFER TO r ---- DETAIL 5/SDWC. JAS `LMPSUM pD vOVERHANG & CORNICE PER DESIGNZ CR PLANS.O F.2x SYP#2 SUSFASCIA VW(3)-0.131•, aaCNOT 3' END NAILS TO EA TRUSS (U.N.O.) DASA ZDM. DOUBLE 2x TOP PLATE. REFER TO DETAIL T < U WF07/SD2. (3} 0.131' x 3' TOE OR END NAILS, o rp EA STUD TO TOP PLATE. W O (1)- 6' SIMPSON SDWC75600 SCREW, INSTALLED TO THE INTERIOR NARROW FACE �$ o PER 13/SDWC; EA. STUD TO TOP PLATE. W. EXT. WALL SHEATHING PER DETAIL-10/ SO4 p U MID -HEIGHT 2x BLOCKING. MATCHING SIZE & Z SPECIES OF STUDS. NAILED BETWEEN STUDS < W/ (3)-0.131' x 3' TOE OR END NAILS. 0 / 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS_ g0`0 MIN. 12' GYPSUM WALLBOARD PER O O FBC-R702.3. m 0 on 3/4" FLOOR SHEATHING PER FLOOR o. W Z FRAMING NOTES. Q J g (3)-0.131• x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. Q O S FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. O ``v f REFER TO DETAILS VY520 AND w W W J Z C JEQUIRED WS21 ON THIS SHEET FOR O U liFLOOR-iO-FLOOR CONNECTION�OINFORMATION. H U F f L1 W O H j W`l W FLCF W PIZ h = -' � DOUBLE 2x TOP PLATE. REFER TO DETAIL j WF07/SD2. (3)-0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. i MIN. 12' GYPSUM WALLBOARD CEILING PER . y FBC-R302.13. EXCEPT WHERE 5/8' TYPE X GYPSUM WALLBOARD IS REQUIRED PER < w FBC-R302.6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. w w # 0 EXT. WALL SHEATHING PER DETAIL W110/ SD4 F I FF 0 Z O MID -HEIGHT 2x BLOCKING, MATCHING SIZE & S s SPECIES OF STUDS. NAILED BETWEEN STUDS ii W/(3)-0.137'x3'TOE OR ENO NAILS. o Q C* W = O 2x STUDS, SPECIES AND SPACING PER T O O Q z = - FRAMING PLAN. SIZE PER DESIGN PLANS. F � W il- MIN, 12" GYPSUM WALLBOARD PER i w = }a O FBC4i702.3. w F 2X t- - O w < W R W O (2)-41/2'SIMPSONSDWC15450SCREWS, o ) Q J U, INSTALLED PER DETAIL 101 SDLAC: EA. STUD TO i p H a BOTTOM PLATE. w Ow (1) y r d (3)- 0.131' x 3• TOE OR END NALS: EA. STUD TO w BIRUCTIMAL TH BOTTOM PLATE. ur f 2. P.T. BOTTOM PLATE. W O GRAFTING: ATTACHED TO m FOUNDATION PER - DETAIL WF07AI NOTES - - - - B ¢ Q STRUCT: OP x CHECI(: TH - d CONNECTOR LEGENDS O ¢ SHEET U.N.O. O w •'-•-. � FOUNDATION PER PLAN JOB NP. STAR-17116 SCALE: AS INDICATED ASSEMBLY ALLOWABLE CAPACITIES (LDF = IS), < MW PATE: 07/1623 MAX. IN -PLANE SHEAR: 192PLF Z J MAX. UPLIFT..2 PLF < p U 0 TYPICAL TWO STORY EXTERIOR WALL -I JOIST w " ^ D 3 3/a•=r4r p � ro L`J r p 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. WINDOW JACK STUD COLUMN PER PLAN. MIN. (2). b SYP•2 STUDS EACH. (1). 6' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL I &SDWC) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDWF SCREW, NAIL TO JACK STUDS W MIK(41-OA31- x 7 NAILS, FLOOR SYSTEM PER PLAN SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. jjTO�P OF PLATE Y PER PLAN DOUBLE 2. TOP PLATE PER PLAN. MIN. (2)-2. SYPR2 STUDS MATCHING SIZE OF COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER CONNECTION ACROSS FLOOR COLUMN, OR JACK 8 KING STUDS PER PLAN. MIN. (4} 2. STUDS. (2)-. 12' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10SDWC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. TOP OF PLATE PER Pa DOUBLE 2x TOP PLATE PER PLAN (1 }T SIMPSON SDWC SCREW INTO WIDE FACE PER DETAIL 101SOWC) OR NARROW FACE (PER DETAIL INSDWC). TOLUMN PER PLAN, ALIGNED WITH COLUMN ABOVE. MIN. (4)- 2x STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 3' ? E 0- OPENING PER PLAN. E E B C ............ ..... F OOR SYSTEM E A E OPENING PER PLAN. E D LE � B FULL PANELS WiERE PANELCUTTOFIT PERMITTED BY OPENING SIZE BUILDING LAYOUT. dl 1 COLUMN, OR JACK 8 KING STUDS PER PLAN, In-6" SIMPSON SDWC SCREW INTO NARROW MIN. (4}2x STUDS. FACE OF EACH STUD (SIMILAR TO DETAIL (2)-412'SIMPSON SOWC SCREWS INTO WIDEi 3ISDWC) (iWq SCREWS TOTAL). FACE (PER DETAIL 10/SDWC) 6 FLOOR SYSTEM PER PLAN. I (3)- SIMPSON SDWF272470W/ SCREWS: ONE ON 11� EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED 1 BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE � PER PLAN DOUBLE a TOP PLATE PER PLAN. `(2)- 6- SIMPSON SDWC SCREWS INTO NARROW FACE OF STUD COLUMNS (SIMILAR TO DETAIL HEADER PER PLAN. t- 13/SDWC) (4 SCREWS TOTAL. UPLIFT CONN. CAPACITIES: (2)SDWC158Xt 900•/COLN. SDW FZ724's: 1416WCOLN. (1}41?SIMPSON SDWC SCREW INTO NARROW COLUMN, OR.WCKB KING STUDS PER PLAN. MIN. (4} 2x STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL I3/SDWC) 9WO SCREWS TOTAL) (2)- 41/7 SMPSON SDWC SCREWS INTO WADE (2} 41/2-SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SDWC) UPSET HEADER 1 12' O.C. DOWNSET HEADER I'MAX. FLOOR SYSTEM PER PLAN. (2). SIMPSON SDWF2724TUW SCREWS EACH tr SIDE OF COLUMN W// MAX. I- FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE N TOP PLATE PER PLAN. (1 6- SIMPSON SDWC SCREW INTO WIDE FACE (ER DETAIL 161SDWC) OR NARROW FACE (PER E MIN. (4} 2X SYP•2 CRIPPLE STUDS MATCHING DETAIL INSDWC). SIZE OF COLUMN ABOVE, CENTERED BELOW x\ 6' SIMPSON SDWC SCREW NARROW COLUMN. CRIPPLE LENGTH TO BE W MIN. (1} INTO FACE OF EACH INTERIOR STUD (SIMILAR TO HEADER PER PLAN. \ \ DETAIL I31SDWC) (2 SCREWS TOTAL). UPLIFT COIN. CAPACITIES'. (4)soWclswo: 1800f COLUMN TO HEADER CONNECTION ACROSS FLOOR (6)SDNC15450. 1970A` 1'=1'4T DWET/24: 2632• EXTERIOR WALL SHEATHING NOTES: 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN 1552 EXPOSURE , OR 7/19' STRUCTURAL 1 8 EXPOSURE 1 RATED SHEATHING. EXTERIOR 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. 15' MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 1/7 GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-15• 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 SR-1R 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. NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ (2} ROWS G TOx OUSL 3' O.C. NAILS 49 3" O.C. STAGGERED 1-,2 3"OC 1 -12' STAGGER ' / EXTERIOR WALL SHEATHING &TaYP. NAILING AT DOUBLE TOP PLATE 1-,rz•=r4r (1)- 412- SIMPSON SOWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- 41/7 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SOWC) (2} SIMPSON SDWF2724TWW SCREWS EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4)- T SIMPSON SOWC SCREWS INTO INTERIOR FACE OF HEADER (SIMILAR TO DETAIL 131SDWC), SPACED AT 1-1f O.C. & CENTERED UNDER COLUMN ABOVE. (1 } 41/2 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2)- 412- SIMPSON SDWC SCREWS INTO WADE FACE (PER DETAIL 101SDWC) (2} SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF WASHER TO COLUMN. (4} T SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM (SIMILAR TO DETAIL 13/SDWC). 180011 1970F 2x 2ND FLOOR STl SEE PLAN FOR MC INFORMATION SEE FLOOR FRAMI PLAN FOR FLOOR SYSTEMINFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WIT OA48'X 31/4• SINK (2) 2. TOP PLATE 2x 1ST FLOOR STI SEE PLAN FOR MI INFORMATION FOUNDATION PEF PLAN SIMPPON MSTC40 2ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.148'X SAW SINKERS ATTACH 2, STUDS W/ - (2) 0.162•X 312' NAILS �6'O.C. SIMPPON MSTC40 2ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0-148-X 3I W SINKERS (3) 2X BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH DI STUDS W/ - (2) 0.162'X 3,rz' NAILS 6. O.C. ALTERNATIVE STRAP: 12). CS20 COIL STRAPS COLUMN TO COLUMNW MIN. WEND LENGTHS & yy. V (14l-0.13I"x 2-I2' NAILS EACH END. PROVIDE SOLID BLOCKING WITHIN �,a=; O 4 FLOOR SYSTEM. _ 3 0 F ri S N HTT4 WI 5M" ALL ATTACH 2. TO THREAD ROD, T MIN. Q STUDS W/(2)ROWS EMBED. W/ SIMPSON s OF 0,162'X 3.12' SET EPDXY OR EQ. O NAILS 06'O.C. CALIFORNIA CORNERA-A ATTACH COLUMNW $p 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4.01-0' (18)0 mwx2-12•NAILS t O HTT4 W W ALL THREAD ROD, T MIN. O EMBED. VW SIMPSON W. (3) 2x BUILT UP STUD SET EPDXY OR EQ. p COLUMN ATTACH PER ATTACH COLUMN W/ WF08SD2 (18) 0.148• X 2-12" NAILS ¢ ATTACH 2X TO BUILT s UP STUD COLUMN W O (2) ROWS OF 0.162'X 3-1(I NAILS Q 6' O.C. STANDARD COFV*R A- L 0 NAIL E%T. WALL '.f ♦ f NAIL WALL SHEATHING 3S I ATTACH PER NAILING SHEATHING AT VERTICAL O T PANELS TORN BOARD p 2x STUDS ,SEE A � PANEL JONTS EDGE SCHEDULE W/ (2} ROWS 0.131' X NAIL SHEATHING ( FRAMING PLAN FOR NOTE: Z NAILING] WI 0.131"X 2x BOTTOM PLATE W O 2-1IT NAILS 3'O.C. SPACING AN RA /, TO EACH DG DE WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB STUDS BETWEEN ❑� %j / /%/ / ///' STAGGERED I-1 /l. O 2-12"NAILSCTO.C. (1)SIMPSON SDV ( '2 ��U INTERMEDIATE AND SEE ARCH PLAN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND > MAINTAIN MIN. 3/4'FROM O MAINTAIN 318' TO EDGE 15600 SCREW®6"O.C. p Om� '// /O STUD IN THE TO VERIFY SIZE (� a BOTTOM AND EACH SIDE OF OPENING W/ A34 CUPS TO TRANSFQ4 //%////;//'/,/ // /1'./ EDGE OF PANEL. /']P FIELDUW0131 'p ) OF PANEL, STAGGER 8S'FROM ENDS AND LATERALLOADS ( / /�// / f! /,♦/ / x 2-17 NAILS @ �,O IT NAILING ON EACH SIDE 3M' FLOOR SHEATHING SPLICES. SCREW TO BE vi -1.12' m L OF PANEL JOINT. ATTACHED PER FLOOR INSTALLED TO CENTER SOLID SHEATHING F B'O.0 AT12 I SIMPSON LSTA24 / j. ! NAILING NOTES OF RIM BOARD BELOW / / OC. STRAP W/(22)0.148'X HEADER SHEATHING SPLICE AT THE MAINTAIN 1V GAP MIDJMEIGHT OF RIM i f 3' NAILS. BEND STRAP SIMPSON SP4 W/ (6) ❑ •% 3• 'f'-/ I BETWEEN PANELS D'< OVER TOP PLATE MAX. °@r 0.148' xi-12' ® 24' O.C. BOARD. MAINTAIN 1/7 GAP RIM BOARD BLOCKING ` m Tq 3'. THEN RUNDOWN (USE SP6 2,6 STUDS o BETWEEN PANELS. y24' O.C. MAX. 777 MIN. 2. STUD CENTERED FACE OF JAMB 8 SP8 @ 2.8 STUDS) N ATTACH TO DOUBLE '.; STUDSMEADER. EXTERIOR WALL ON VERTICAL PANEL TOP PLATE USING 1 SHEATHING // JOINTSIMPSON A34 (ONLY REQ'D IF WALL (2) 2. SPF TOP PLATE O A - /y/ . / / . EXTERIOR WALL SHEATHING CANT BE RIM BOARD PER TRUSS U.N.O. ON PLAN -`r SHEATHING MANUFACTURER. INSTALLED AS - I -JOIST 24' O.C. - ATTACH TO EACH JOIST INDICATED) HEADER-SEEOR TYP. PANEL SPLICE AT WSP RIM BOARD&=LR�GE &FIELD NAILING (MAX) I FLOOR PLAN FOR MIN O C ATTACH RIM BOARD TO BEAM FLANGE W/(1) 0.131' x EXTERIOR SHEATHING J HEADER SIZE & REQD O- 1-12"=1'4r 1-12'=V_V 2-12• NAIL FROM TOP OF WALL JAMB STUDS BELOW USING (1) SIMPSON F A35�16.O.C. MAX 86' FROM (1)ROW 0131'x2-1? TO BOTTOM OF FLOOR 1 /' • r^'"""'•"i sue♦ At ENDS B SPLICES S SHENAILS ATHING TO WALL SYSTEM (RIBBONI F - n ♦a �' ♦�• BEAM OR FLOOR RIMBOARD BEAM)ATTACHED PER r. •i NAILING SCHEDULE IF jl NOTE: REFER TO IF HEADER IS UPSET \\�L� r.-`.'T GIRDER PER PLAN (2)ROW50131'x2-10 SHEATHING CAN NOT NAIL EXT. WALL SHEATHING TO HEADER W/ 0131' x 2-1/2 NAILS @ 6' O.C. TOP & BOTTOM MAINTAINING 3W EDGE DISTANCE. AT EA. END OF HEADER. NAIL SHEATHING TO HEADER W(6)-0.131'x 241 NAILS, NAIL EXT. WALL SHEATHING TO TOP SILL PLAT W/ 0.131' x 2412' NAILS G 6" O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS W OAS "x 24Z NAILS @ TOP 8 BOTTOM, & THEN 6' O.G. EXTERIOR WALL 6' O.C. NAIL EXT. WALL SHEATHING TO SILL PLATE WI -- 6' O C j SHEATHING 0.131'x 2-1/7NAILS@TOC. / p O NAIL EXT. WALL SHEATHING TO CRIPPLE V O w %f U, FRAMING W/0.131'x2-117NAILSOTOPB roM p7� " BOTTOM, B THEN 6" O.C. AT PANEL EDGES 812 O p1� / OG. IN THE FIELD. AT VERTICAL PANEL JOINTS, TO DETAIL ry f 3/4" ! • wt//�/, REFER (D). S NAIL EXT. WALL PLATE S SHEATHING TO I, BOTTOM PLATE W 3' O.C. ER PLAW MAINTAIN I W GAP l • )T• ' f ♦ xi FOUNDATION PER PLAN. 0.131' X 2-1/2 NAILS BETWEEN SHEATHING 03"O.C. MAINTAIN AND FOUNDATION OR y 3W TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY) TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING &NAILING AT OPENINGS 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 JOIST MAIN SPECS FOR BLOCKING NAILS ®3-O.C. WALL REQUIREMENTS SHEATHING TO BE INSTALLEDAS INDICATED. �' AND WINDOW IS PLATELOWE(1(2x SILL Mo PLATE WI (2) 0.148' X 3' p BOTTOM OF BEAM CONTRACTOR TO TOE-NAILS. EXT. U IINSTALL LSTA248 NG $� PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN LESS THAN FTHEADER 2x Z 3/4'=I'-(r SILL PLATE WI( I w (2) 2x SILL AT W NDOW 0.148' x 3' TOE -NAILS u W/21 CRIPPLE STUDS AT EA. END NAILED TO OPENING LARGER THAN 4FT: (2) Zt SILL 2 STUD PACK W/0.1485. PLATE W/A35 CLIPS Z 3' NAI LS Q 8' O C. EACH SIDE W/ 2x THEN STUDS 016' O.C. ATTACH SILL W/ CRIPPLES 16'O.C. W/ (2) 0.148" x 3" (2)0.148'x 3" TOENAILS AT EA. END TOENAILS Ts❑ (PLYWOOD SHEATHING OF SILL (MAX OPEN•G REQ'D T88) WIDTH 4'-T). USE A35 r CLIP AT EA. ENO FOR Z OPENINGS GREATER F THAN 4' BUT LESS THAN 6 T O SIMPSON LSTA30 w STRAP CENTERED BETWEEN COLUMN & L� GIRDER/BEAM BELOW W/ (22)0.148' X 3- SEE FRAMING PLAN NAILS. ONLY REQ'D IF FOR FLOOR WALL SHEATHING CONNECTION w CANT BE INSTALLED r AS INDICATED) O FLOOR GRIDER OR BEAM n a i NOT USED HEADER CONNECTION 2nd FLOOR HIGH BM a mpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. V/ J W IL LO r`^ W vJ F- O F- F W O L EI • STRUCTURAL ENG: TH !x CHECK TH w JOB No- STAR-17118 i SCALE- AS INDICATED w DATE: 07/1623 S D4 Q J ATTACH BOTTOM PLATE F2 DOUBLE TOP PLATE BELOW USING (1) OTTOMSIMPSON ATE T D UBL x OP SCREW E O O.C. MAX. MAINTAINING W FROM ENDS AND SPUCES 2x4 SYP32 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM — BOARD W/ [2}0.13l' x 3' NAILS Q 3' O.C. FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST IF FROM THE EXTERIOR STUD FACE.... _ OTHERWISE, ADD FLOOR-BLOCIONG BETWEEN THE NEXT FLOOR JOIST, SPACE Q24'O.C.MAX, MCH CHORDS Ez3'TOE-NAILS TO TOP 8 BOTTOM CHORDS EA. END: _ (6}0.131"z 2-1? N00. AILS: FLOG, '31r FLOOR SHEATHING SHEATHING TO EA. PIECE OF PER FLOOR FRAMING NOTES. FLOOR -BLOCKING. RAOR-BLOCIONO: i-1/B' O.S.B. RIM BOARD OR IJOIST FLOOR -BLOCKING SPACED Q 2F O.C. MAX. F MATCHING FLOOR DEPTH. NAIL FLOOR -BLOCKING TO TOP 8 BOTTOM CHORD OF JOIST VW (2} 0.131E x W TOE -NAILS, I FLOOR JOIST OR PER PUN (4)- 0.131- X 3- TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLATE{LOCNM' MIN. (2}2x4 SYPk2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE W/ 6" SIMPSON SOS SCREWS Q C O.C. & 7 FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 1/2'=1'-0' EXTERIOR WALL SHEATHING PER DETAIL WFIN SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WFIO 2x BOTTOM PLATE PER PLAN (2)-0.131' X W NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 2C O.C. MAX). (2K.131' x 3' NAILS Q 3' O.C. & 7 FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD/RIM BOARD BLOCKING. CENTER NAILS ON RIM BOARD/RIM BOARD BLOCKING. MIN. 1-1/6"THICK OSS RIM BOARD. NAIL TO FLOOR -BLOCKING W/ (I)- 0.131E X 2-1/7 NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2}ROWS 0.131'x 242'NAILS Q 3"O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10' SDFOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURERS 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 2, PLATE -BLOCKING Q W O.C. 8 2' FROM EA. END. & EA. SPLICE. DOUBLE 2K TOP PLATE PER PLAN. JASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 6): V = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), logo PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. IrZ GYPSUM WALLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM_ M-6- SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC, EA. STUD TO TOP PLATE. MIN, 12" GYPSUM WALLBOARD PER FBCR702.3. (2)-41?SIMPSONSDWC15450SCREWS, — INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 314" FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 12' GYPSUM WALLBOARD CEILING PER FBCR302.13. EXCEPT WHERE 5/B' TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBCR3026. CEILING IS NOT DESIGNED AS DIAPHRAGM. (i } 6- SIMPSON SDW/C15600 SCREW. INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDW/C, EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN 2. P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL VVF07A ON NOTES 8 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: 335 PLF (2ND FLOOR) logo PLF (1ST FLOOR) MAX. UPLIFT: a2 PLF , HIGH SHEAR TWO STORY EXTERIOR WALL. �— ROOF SHEATHING & NAILING PER ROOF NOTES. 2x SYPI2 VERTICAL -BLOCKING BETWEEN EA. TRUSS. (1)-6' SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (TLND SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS-01 (0.113'x2-W) RING SHANK NAILS Q 4' O.C. MAX U.N.O. ON FRAMING PLAN: (2)6" SIMPSON SDWrl5600 SCREWS EA. : ,x TRUSS TO TOP PLATE. REFER TO -�� DETAIL 51SDWC. y 1 FL "ME OVERHANG& CORNICE PER DESI* {®{{� \\` PLANS. {{{ 2. SYP82 SUSFASCIA WI (3)- 0.1 1 W END NAILS TO EA TRUSS(V1 DOUBLE h TOP PLATE. REFER TO DETr '( WF07/SD2. (3)-o.l31'x3"TOEOR END St,,,,,i { EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF70�4',r ALL PANEL EDGES SHALL BE NAILED PER - /j p f� SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAILWFIO �'e -p{ W MID -HEIGHT 21 BLOCKING, MATCHING SIZE &'✓i•,��(; �`- p" t♦!� • SPECIES OF STUDS. NAILED BETWEEN STUDS W/(3)- 0.131'x 3'TOE OR END NAILS. �, ( F. u O r,, s 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. II V R END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. DRAFTSTOPPING x1� REFER TO DETAILS WS107 (FOR IJOIST) OR WHERE WS125(FOR FLOOR TRUSS) ON THIS SHEET REQUIRED PER FOR FLOOR -TO -FLOOR CONNECTION FBC-R 302.12 INFORMATION, 3/4•=1'-0• FLOOR PLATE PLAN DOUBLE 2x TOP PLATE. REFER TO DETAIL WF07/SD2. (3} 0.131' x 3' TOE OR END NAILS, EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL VIF101 SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LL.O. OF NAILING INDICATED ON DETAIL WF70 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' x 3' TOE OR END NAILS. Zx STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-12' SIMPSON SDWCI5450 SCREWS, INSTALLED PER DETAIL 10/SDIAC; EA. STUD TO BOTTOM PLATE. (3).0.131E x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION t4�pfs¢ y 1P f r ''gym N Fa �+v0 j 9 vZ Q � slRucr: DP K OC CHECK: TH O W JO6 No. STAR-17116 SCALE. AS INDICATED DATE'. 0]/1823 ED SD5 1. 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. 40 • /HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) UT GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (F ASSEMBLY BXUV V344 IS USED} SEE DESIGN MANS. UT GYPSUM , WALL BOARD MAY BE SUBSTITUTED W/ MIN. S-W THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOFBTEARG HGT REFER ONPLANS _. FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED uT GYPSUM WALLBOARD PER U3731PW7. U3381PW2. U34711-M. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.08r x 1-W LONG. ISW HEM)) COOLER NALS OR No.6 TYPE W DRYWALL SCREWS (MN. 14W LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX4' O.C. ® ALL SUPPORTED EDGES & 1r O.C. INFIELD (3)-0.131-X r TOE OR END MAL3, EA. STUD TO BOTTOM PLATE, EA. SIDE OF PARTY WN.L� (1} 0' SIMPSON SDWC158M SCREW, EACH STUD � TO BOTTOM PLATE PER IIMN C. (EACH SIDE OF PARTY WALL), MIN. 2x1 SYP 12 BOTTOM PLATE. ATTACK TO — CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDWCINW (0.152 x W) SCREW @ 2r O.C. MAX MAINTAIN r FROM ENDS & SPUCF.S ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SD1NF2724 (027 x 24") SCREW @ 32- O.O. MAX MAINTAIN r FROM ENDS AND SPLUCES PRE£NG. FLOOR SYSTEM �FLOOR BEARING 1HGT. REFENTO PLN18 _ — FIRE BLOCKING EA SIDE OF PARTY WAIL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, - EACHI SIDE OF PART' WALL USING (1) SIMPSON SDYWC/56W SCREW ® 24' O.C. MAX a r FROM ENDS a SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN 33N' / PENETRATION TO RIM BOARD. (1)- V SINAP80N SDWC15000 SCREW, EACH STUD TO TOP PLATE PER 11/SDWC. (EACH SIDE OF PARTY WALL} 1? GYPSUM WALLBOARD PER W731PW1. U 336VM U3471PW4, OR V344PW6 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.08W x 1-fir LONG, ISBN HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (INN. 14W LONG} ALL FASTENERS SWILL BE INSTATED Q MAXP O.C. Y ALL SUPPORTED EDGES a lr O.C. N FIELD MIN. 2.4 SYP 82 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USED ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CRPACITIES: -UPLIFT a 270 PLF - N PLANE SHEAR= 250 PLF TYPICAL PARTY WALL SECTION I IL PARTY WALL 4'23W-HALF PARTYWALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NOPENETRATIONS) SOWC15800 DOUBLE TOP PLATE EACH SIDE OF PARTY WALLSEE WFW/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SWPSON SDWC75000 (0.152 x 61 SCREW (I" SIDE OF PARTY WALL) FIRE RATEDWALL SYSTEM PER U373PW1, U331WPWWY, U1347PWW4, OR V344IPW5 MIN. 2.4 SYP I2 STUDS a IV O.C. W/ MIWHEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WAIL ATTACH PER NAILING SCHEDULE PRE4ENQ FLOOR SYSTEM FLOOR BEARING % _ REFER M PLANS DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFW/SD2 FOR SPLICE& ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U3731PW 1. U33NPWW2, U47/PW4. OR V3441PW5 UM 2x4 SYP 02 STUDS ®1r O.C. W/ MD4EIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC76450 (0.152 x 411r) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION I FORMATI N FL PARTY WALL W-W - HALF PARTY WALL WIDTH I4'23N' * HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING I TREATEDROOFSHEATHHING IT GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY 9)a.V344 IS USED), SEE DESIGN PLANS. 1r' GYPSUM WALL BOARD MAY BE SUBSTITUTED WW MIN 3-117 THICK GLASS FIBER OR MBERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1rr GYPSUM WALLBOARD PER U3r3IPW1, LW& WQ, U3471PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5a (O.OBr x I-W LONG. 15W HEAD) COOLER MAILS OR NM 6TYPE W DRYWALL SCREWS (MIN. 1-IW LONG} ALL FASTENERS SHALL BE INSTALLED ® MAX P O.C. ® ALL SUPPORTED EDGES & 1r O.C. IN FIELD ATTACH EACH STUD TO BOTTOM MATE USING (1) SIMPSON SOWCIUW (0.152 x4.1rr) SCREW CONNECT 2ND FLOOR WAIL. SI PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x 4.1W S SCREWS a IT O.C. AND W FR END OF WALLS. ALL SPLICES T BE STAGGERED MIN.4r ,rC GYPSUMM WALLBOARD PER U973/PWf. U33O PM U3471PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 56 (0.086' x I-Gr LONG. IW HEAD) COOLER NAILS OR W6 TYPE W DRYWALL SCREWS (MIN. 1-IW LONG), ALL FASTENERS SHALL BE INSTALLED Q MAX O.C.0 ALL SUPPORTED EDGES & ITO.C. IN FIELD MIN. 2X4 SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF -� PARTY WALL} ATTACH TO FOUNDATION ON USING ANCHOR BOLTS DEFINED N DETAIL WP07A ON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX a WITHIN r OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLffT • 270 PlF - N PLANE SHEAR • 2S0 PLF /rw4 TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x 6) SCREW 04r OC & 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WAL SEE WF07/S MENT SPLICE AND MENT ATTACINFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC150M (0.152 x V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U33MMZ I3471PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING, MN. 2x4 SYP 62 STIAS @ 1r O.C. W/MIPHEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 41,r) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x 4-1/r SIDS SCREWS 0 IT O.C. AND r FROM END OF WALLS. ALL SMJCES TO BE STAGGERED MN. 48' DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL. SEE WF07/SD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15500 (0.152 x 61 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1. U381PWZ U3471PW4, OR V344VM MN. 2.4 SYP 42 STUDS! 1r O.C. W/ PAID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SWOON SOWC15450 (0.152 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION! PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'd-HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING Ur GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY WW.VSM IS USED) SEE DESIGN PLANS. Ur GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3.1? THICK GLASS FIBER OR MINERAL WOOL. 94SLLATION COMPLETELY FILL THE STUD CAVITIES Wr GYPSUM WALLBOARD PER U3731PW1. L1338APW12. U3471PW4. OR V34WM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.08r x I-W LONG, 150W HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS Q&N. 1-IW LONG} ALL FASTENERS SWILL BE INSTALLED ® MAX O.C. ® ALL SUPPORTED EDGES a 1r O.C. N FIELD MIN. 2.4 SYP M2 STUDS 016' O.C. W/ MID4EIGHT WALL BLOCKING EACHH SIDE OF PARTY WALL (1)- r SIMPSON SDWC1S800 SCREW, EACH STUD TO BOTTOM PLATE PER I I/SDWWC. (EACH SIDE OF PARTY WALL} 2x BOTTOM PLATE FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON W SDWC SCREW (SDWCISB00) ® 24.O.C. a 4' FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAIW RUBS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM MATE TO DOUBLE TOP MATE — BELOW USING (1) SIMPSON SDWFZ724 (027 x 2C) SCREW ® Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FLOOR SEARING HILT. — Y)EFER TO PINGS _ — — FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RN BOARD TO WALL DOUBLE TOP — PLATE. USING (1) SMPSON SDWC15600 SCREW 9 24' O.C. MAX a W FROM ENDS a SPUCEE. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-W PENETRATION TO RN BOARD. (1} r SIMPSON SDWC15OW SCREW, EACH STD TO TOP PLATE PER ii/SDWG (EACH SIDE OF PARTY WALL} MIN. 2x4 SW 62 STUDS a IV O.C. W/ WDiENHF WALL BLOCKING Ire GYPSUM WALLBOARD PER 1.137811W, L03S M U347/PWM, OR V3/4PW5 EACH SIDE OF PARTY WALL FASTENED USED MIN Sd (0.061rx I-&•' LONG. 15RW HEAD) COOLER NAILS OR N. 6 TYPE W DRYWALL SCREWS (MBL 1-174' LONG} ALL FASTENERS SHALL BE INSTALLED 0 MAX C O.C. l ALL SUPPORTED EDGES & IT O.C. N FAD MIN. 2x4 SYP 92 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 3r D.C. MAX & WITHIN r OF EACH END OF WAIL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT -270 MF -IN MANE SHEAR- 2W PLF Ai011k TYPICAL PARTY WALL SECTION w y 4!/ O s co w • j pwQ • Z D v fj•!1 a /! •0�� w 4'23W+HALF PARTY WALL WIDTH rsa�t). PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x 61 SCREW ® 4r OC & r 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 WFO7/ED2 FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWCIWN (0.182 x V) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PW1, U336OPWZ U3471PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2" SYP #2 STUDS Q 1r �I O.C. W/MIDEIOHT WNJ_ ATTACH EACH STUO TO BOTFOM PLATE USING (1) SIMPSON SDWC154SO (0.152 x 41rn SCREW CONNECT 2ND MOOR WAIL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x4.1rr SDS SCREWS 0 IT O.C. AND r FROM ENO OF WALLS. ALL SPLICES TO BE STAGGERED MIN.4r 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 SDWC15600 (0.I W x 6n SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER L13731PW7, L133S PAIZ U3471PW4, OR V344MM MIN. ZA SYP 42 STUDS B 1r O.C. W/MOdEIOHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (I) SIMPSON SDWC15450 (0.152 x 4-1M SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION b v/ ❑� J Z � F Q -0 o Go z Q JE 01 H• z �T �� M 1U Q zrzo 5 o � d + to Z M l O M N C J O) j 0 u LU m J = LU - =ay0 F f- (� F- - W R'LUQ a U, • � sTRucT: Da � ac cllEac: TN 0 w JaB No. STAR-17116 i SCALE: AS INDK ATED w DATE: D]/1EL23 SD6 1rr-T-W 12-T47 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)5Ir - THEADED ROD, r MN. EMBEDMENT W/ SIMPSON SET-XP EPDXY OR EQ. ATTACH TO COLUMN W(18) 0.16rx2.12' WALSFIEIITHNG SNALTE NAILS NSTALLEDAS A CONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FRAME BUILDING DORMER W/ HALM PER WALL TOP &BOTTOM WFIOx PATES SHALL RUN CONHdUGU8 PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF SLAB INTERSECTING 2x FRAME WALL SHA L BE SCREWED TO MIN. (3) 21 SEPARATION R.r BOLT UP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2) IW SSIPSON SILOS SCREWS INSTALLED 4' FROM TOP a BOTTOM, 14W EDGE DISTANCE. FIRE RATED WALL OTHERWISE SPACED Q 1r O.C. ASSEMBLY PER ASSE BL U9301PIN2, STAGGEREDO'MAX V94N+W8'NNSTALED EATI/ON . SECTION A -A 4W * HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ROOFSNEATLNG AND - FASIENNG PER NAILING SCHEDULE 1W GYPSUM WALL BOARD EAOH SIDE OF PARTY WALL PER FIE RATED WALL SYSTEM (IF ASSEMBLY BXUV.1 441E USED} SEE DESIGN PANS. HIT TED W/ N WALL BOARD MAY BE slssrmrrm wi MIN. 3.1? THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES HGA,O ZW r FROM D OF USEBRPE. ENDWCS EY(B Q r O.C. & C FROM ENDS PER 2ASDwC �ROOF BEARING RHGT �I REFERTO PLA1t73 -- FIRE BLOCKING AS RTURED - I MIDPOINT BLOCKING BETWEEN STUDS U.N.O. -� ON FRAMING FUNS Ur GYPSUM WALLBOARD WALL W/5d COOLER - 10.000Y iNr LONG, 15R4' HEAD OR NBW DRYWALL SCREVN81-1M' LONG !' O.C.ON EDGE & Ir O.C. N FIELD (IY r SIMPSON WWC16OW SCREW, EACH STUD TO BOTTOM RATE PER 11/SDWC, MN. 2.4 SYP NR BOTTOM PATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131': r NAILS Q C O.C. MAX ATTACH BOTTOM PATE TO DOUBLE TOP PATE BELOW USING (1) S4sz2a� SCREW Q 92O.C. VAX MANTTAINr FROM ENDS AND SPLICES FIRE BLOCKING AS REQUIRED 3W FLOOR SHEATHING FASTEN PER PLAN PRE -ENO. FLOOR SYSTEM FLOOR BEARING HOT. REFER TO PlANB _- ATTACH RIM BOARD TO WALL DOUBLE TOP PRATE, USING (1) SIMPSON SDWC15OW SCREW Q IT O.C. MAX &r FROM ENDS & SPLICES. SCREW TO BE OWALIID INTO THE CENTER OF THE RIM BOARD. MN.3-W PENETRATION TO RIM BOARD. (1)-r SMP80N SDWCISM SCREW, EACH STUD TO TOP DOUBLE TOP PATE W ITRAJ)) GLINT x 3-1/P 70E�6AIL8 TO ATE" 7YP. BLOCKING BETWEEN STUDS U.N.O.ONFRAMING RAMS I? GYPSUM WALLBOARD WALL W/ 5d COOLER J (O.Osrx I�IB' LONG. I5R4' READ 4'C-08WO. DRYWALL SCREWS I-1/4'LOG C.ON EDGE & 17 O.C. N FlELD 2X4 ill SYP WALL W/STUDS 9,tr O.C. SEE ONN O S8CONNECTOR GE DSHEET ON FOR ADDITIONAL INFORMATION. C-W a HALF PARTY WALL WIDTH FIE RETARDANT IL PARTY WALL TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PATE WASRS01 NALS SPAGNO PER A A SHINGLE ROOF TABLE ON 31. SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP PATE a SHEATHING IF REQUIRED FWATERPF%1iMAND FLASHING BY BUILD EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SOWC 15000 r SCREW DOUBLE TOP PATE SEE W W//SD2FOR SPLICE a ATTACHMENT NFU. FIRE RATED WALL ASSEMBLY PER USrSrW1. U33 W2 U3471PW4, OR V344MMINSTALLED TIGHT TO ROOF SHEATHING. CAULK WrTH AN APPROVED PRODUCT TO CREATE AIRTIGHT SEAL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS EXTERIOR WALL SHEATHING AND NALNG PER WFIO/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX Y-W O.0 AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER TO VERIFY INSTALLATION. TYP. UPPER 2x4 SYP 12 STUNTp tr O.C. MAX STUDS SILLLL BE INSTALLED CONi. FROM MO WALL PATE TO LIIDEIOEOF ROOF SHEATHING, CENTERED OVER EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STD FASTENED TO BOTTOM PATE W/ (1) SIMPSON SDWC IBM r SCREW A 'A FASTEN ABOVE SIDLE PLY FRAME WALL BOTTOM RATE TO BELOW FRAME WALL DOUBLE TOP PATE W/ 1M' x4-12' SOB SCREWS Q 1r O.C. MAX W 1' EDGE MD WALL PLATE H- 10' 4Sq' MIN. 2.4 SYP #2 P.T. BOTTOM PATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.C. MAX WITHINr ,',.•.`` , OF EACH END OF WALL & EACH BOTTOM PATE SPLICE TYPICAL PARTY WALL SECTION (VE) ,2+1'a' LOWER 2x FRAME WALL DOUBLE TOP PLATE SHALL MATCH ELEVATION OF FLOOR S HEATING ( .0 {8 y- W43W. BULDER SHALL FIELD VERIFY AND CONFlRM COLUMN SAND FASTENED ToDEALL �OUB LEE TOR TOOPP PLCH ATE WI (1)) SIMPSON SOWC 1500E r SCREW LOWER 2 4 SYP 4L2 STUDS ® it O.C. MAX STUDS SHALL BE IMLLID FROM FOUNDATION TO SHEATHING.WALLPLATE O MATCH ELEVATION OF FLOOR IgRIPW{ ALL diASSEMBLY PER TIGM 7b IR380 CREATE AIR TIGHT SEAL E MANUVEDPRooucrr0 CREATE AIR TIGHT SEAL PER .PROVIDE MIN R9 INSTALLATIONINSTRUCTIONS.METHOD PROVIDE MINERAL L OR OTHER APPROVED METHOD TO FILL N VOIDS EACH WALL STUD TO P.T. BOTTOM PATE W/ (1 SIMPSON SDWC154504-t/C SCREW (EACH SIDE OF PARTY WALL) COHREcnoNN C1PIN2TES: -UPLIFT -27D RF - N PLANE SHEAR - 900 RF FOUNDATION PER THE FOUNDATION RAN R-M • HALF PARTY WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES Vr GYPSUM WALL BOARD EACH SIDE OF - PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXW.V34416 USED} SEE DESIGN PLANS.1/2' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ < MN 3-Wr THICK GLASS FBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STD CAVITIES ROOF BEARING 1HGT. REFE2 TO PLANS -- FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 11r GYPSUM WALLBOARD PER U373PW1, U93SIPWR, U347/PW4.OR V3MIPW5 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (0.08r x 14 W LONIL 15W HEAD) COOLER NAILS OR N. B TYPE W DRYWALL SCREWS (MIN. 1-11C LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX O.C. Q AL SUPPORTED EDGES a 1r O.C. N FIEND MN. 2.4 SYPJ2 BOTTOM RATE SCREW TO - PARALLEL FLOOR TRUSS BELOW W (2}1M' It 3-1r' SOS SCREWS Q 1r O.C. A r FROM ENDS & SPLICES. ATTACH BOTTOM RATE TO DOUBLE TOP PATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2rA (627 x 246) SCREW Q Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FLOOR BEAPoNO NOT. REFER TO PLANS -- FIRE BLOCKING EA SIDE OF PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ QF IW x 4-1fr SOB SCREWS 024' D.C. a P FROM ENDS a SPLICES. 12' GYPSUM WALLBOARD PER U3731PWI, U33O PM U347A'W4, OR V344P M EACH SIDE OF PARTY WALL FASTENED USING W 8d (O.O8r x 1-W LONG, NSW HEAD) COOLER NAILS OR W.8 TYPE W DRYWALL SCREWS (MIN.1-1W LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX V O.C. Q ALL SUPPORTED EDGES & 1r O.C. N FLED MN. 2A SYP R P.T. BOTTOM PATE (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 END OF WALL & EACH BOTTOM PATE SPLICE CONNECTION CAPACITIES: •UPLIFT .210 PLF - IN BANE SHEAR. 2W MF TYPICAL PARTY WALL SECTION NOT USED W-1'0 12''i'-0' 4L PARTY WALL {'-2 SW+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING I M PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PATE USING (1) SIMPSON SDWC1WW (0.152 xr) SCREW Q 4r OC a r FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPW/SD2 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1)SIMPSON SDWc15No0 (o.15.ls2xe") SCREW (EACH SIDS OF PARTY WALL) FIE RATED WALL SYSTEM PER U3731W W, U3381P W, U347IP44, OR V3NIPW5 MIN. 2.4 SYP R STUDS Q 1r O.C. W/ 11111040GHT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2.4 SYP N2 BOTTOM PATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x r NAILS Q C D.C. MAX (1) r SIMPSON SDWC154W SCREW, EACH STUD TO m PLATE PER I USDWQ, MACH SIDE OFPA r AFLOORSHEATHPER NEACH SIDE OF P AILING SCHEDULEARTY PRE-ENG FLOOR SYSTEM SMpOR BEARING HOT -_-_-_TOPLAHS ATTACH RIM BOARD TO WALL DOUBLE TOP RATE, USING (1) SIMPSON SDWCISW0 SCREW Q 1r O.C. MAX a r FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM HOARD. MN 34W PENETRATION TO RIM BOARD. DOUBLE TOP PATE EACH SIDE OF PARTY WALL SEE WFO71802 FOR SPLICE &ATTACHMENT INFO (1} r SIMPSON SOWC156W SCREW, EACH STUD TO TOP PATE PER 1T==, (EACH SIDE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U3731PW1, LWVPWZ U347IPW4, OR V344NW5 MIN. 2 4 SYPN2 STUDS Q 1r O.C. W/ MID HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM RATE USING (1) SIMPSON SDWC15450 (0.152 x 4-HIM') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'-W • HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXUN.V344IS USED} SEE DESIGN TANS 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.1r THICK GLASS FIBER OR MINERAL WOOL. INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 1/r GYPSUM WALLBOARD PER U8781PW1, U33NPN2, US47IPW4.OR V3WRN8 EACH SIDE OF PARTY WALL FASTENED IBING MN 5d (GABS' x 14V LONG.16R4' HEAD) COOLER NAILS OR No. B TYPE W DRYWALL SCREWS (MN. 1-19- LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX 4.O.C. Q ALL SUPPORTED EDGES a 1r O.C. N FIELD MN 2,4 SYPR BOTTOM PATE SCREW TO - PARALLEL FLOOR TRUSS BELOW W/(2}1W x 3-1? SOB SCREWS Q 1r O.C. A 4' FROM ENDS A SPLICES. (EACH SIDE OF PARTY WALL) ATTACH BOTTOM PATE TO DOUBLE TOP PATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDVW2724 (027x 247 SCREW Q Sr O.C. MAX MAINTAIN r FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WA1.AS REQUIRED SCREW TO DOUBLE TOP PATE TO PARALLEL FLOOR TRUSS W/(2)-1W x 4-1? SIDS SCREWS Q 24' O.C. a 4' FROM ENDS a SPLICES. (EACH SIDE OF PARTY WALL) IrZ GYPSUM WALLBOARD PER U373OPWI, U3381 IWZ U34TIPW4, OR V344IPW5 EACH SIDE OF PARTY WALL FASTENED USING MN. Sd (ODBr x ISLE' LONG, I5064' HEAD) COOLER NAILS OR N. 6 TYPE W DRYWALL SCREWS (MN. 1-1P4- LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX V O.C. Q AL SUPPORTED EDGES & 1r O.0 N FIELD MN. 2.4 BYP R P.T. BOTTOM PATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED N DETAIL WF07A ON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN r OF EACH END OF WALL & EACH BOTTOM RATE SPLICE CONNECTION CAPACTIES: -UPLIFT . 270 PLF • N PLANE SHEAR - 250 PLF V3� TYPICAL PARTY WALL SECTION {'-2 3W+HALF PARTY WALL WIDTH PARTY WNl FIRE RETARDANT TREATED ROOF SHEATHING ArTACHTRM TO DOUBLE TOP PLATE USING (1)SIMPSON SDW/C1580D(0.1GMxr)SCREW V0 .' Q 4r OC& r FROM L7D3 % (EACH SIDE OF PARTYN40LT �1 ' _ - f _ •1►"A•9s f- O •••• .`•1�/ • 0 DOUBLE TOP PIgY`' O SIDE OF PARTY WAR. SEY " ® / kf �, WF07/SD2 FOR a 0. ATTACHMENT Z: ®? o ATTACH EACH STUD°�,�i •O• DOBLE TOPPU7EU� �,�• G•••••... SIMP30N SDWC15B00 `y/` '-I o 69 SCREW (EACH SIDE PARTY WALL) b' FIRE RATED WALL SYSTEM LM L I PER U37IPW4. R 344U33P 2, W47PW4, ORV3441PIAR x MN. 2A SYP R STUDSQ 1r O.C. W MID+NEIGHT WALL D BLOCKING EACH SIDE OF PARTY WALL 4 (1)'r SIMPSON SOWC15W0 SCREW, EACH 'o STD TO BOTTOM PLATE PER 11ASOM. (EACH SIDE OF PARTY WALL} ... 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAILINR BCFEDULE BEARING HOT ------�FER TO PANS DOUBLE TOP PATE EACH SIDE OF PARTY WALL SEE WF07/SD2 FOR SPLICE a ATTACHMENT 94PO ATTACH EACH STUD TO DOUBLE TOP PATE USING (1) SIMPSON SDWC160M (0.15r x r) SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPW1, U3360PWZ U347/PW4. OR V344MM MIN. 2A SYP 82 STUDS Q 1r O.C.W/MID4/EIOHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PATE LOSING (1) SIMPSON WWC15450 (0.152 x 4-W-) SCREW EACH SIDE OF PARTY WALL) SEE FOUNDATION PAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION • .' V a O 2 o * 0 0 �� s f a Y z o t,.J � m ,;• D z s� f 'o Cm + M 0 N In Ulm ~O u S LU Q CID Z - =a0 - � D_WO mar Ed STRucTDRAl EIx3: TI 1 � sTRucr: IW a oc cRa:ae TR 0 w JOB Ro. STAR-17118 t scALE: AS INDICATED w DATE: 07116M 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. NOT USED PRE ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER PLAN NALING SCHEDULE am ARCHITECTURAL PLANS FOR i REQUIRED LOCATIONS 4 2K FASCIA PER PLAN. SEE S2 ELEVATIONS FOR MORE - INFORMATION S U 2xFRAME ARCH OR =FOR e 7 1 CI o - 1- HOUR FIRE RATED SOFFIT PER GA:E 7I�TO EXTFZl11,(LMI�9® N-V EACH SIDE OF 2 HOUR FILE RATED 1�16fAAll�� tAYER Q EffTYPE X GYPSUM WALLBOARD TOWODO TRUSSES O.C. WITH 1-1M' TYPE ¢ w % 'x % 24. W 24.O.C. FACE LAYER SIS'TYPExGYPSUM W VENEER BASE w' APPLEDAT RIGHT ANGLES TO TR DRYWALL SCREWS it O.C. AT JOINTB:ND TE SESAR 1.1W TYPE G DRYWALL SCREWS it QE. OM' cOi -. w "-.. OF END JOINTS. JOINTS OFFSETN• c a i p U TRUSSES SUPPORTING Ur WOOD A 4 Y 7 RIGHT ANGLES TO TRUSSES WRHQLW x h ROOF COJERMr- FIRE CHAR EDG'ESMID PROVIDE AN AR TIGHT SEAL F /� `� . •e. a Y .•*� i �] E'1 0 •�9@ U J't 'e• w OJ �� N TYPICAL FIRE RATED ; w L RA l : ?'N••^+T 4- PARTYWALL S v" z.. it r CCHANNEL OR RUNNER �Q INSTALLED PERMANUFACTURERS g z / SPECIFICATIONS I w 2. BEARING WALL PER PLAN. SEE EXTERIOR FRAME WALL SCHEDULE INTERIOR FINISH PER BUILDERS SPECIFIGTIONS FIRE RATED WALL SYSTEM PER DESIGN PUUL INSTALLED TIGHT TO ROOF SHEATHING. W1� TWO HOUR FIRE WALL @ FRAME INTERSECTION 3/t�ro r C CHANNEL OR RUNNER MIN. 3W AR SPACE INSTALLED PER MANUFACTURERS FILE RATED ROOF sPEaFlrwTaNs SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CUP OR TRUSS OVERHANG EACH ALUMINUMANOLE SIDE INSTALLED PER MANUFACTURERS SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER IA PER FIRE RATED WALL U373FI VI, U3334-WL SYSTEM INTO 80FFITAFEA U347A•W4 OR V344PW8 SECTION A -A ROOF SHEATHING . ATTACHED PER NANlN6 .I:I' . SClIEDl1l.E FASCW PER PLANT .I:I' I: GYPSUM BOARDS PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM U3731PW1, U336RW ,U3N1PW4 OR TO BOTTOM OF FASCIA W/ V311 MUST EXTEND INTO SOFFIT AREA (3)1-IW TYPE W SCREWS (F EXTERI _ ISFRAME_ E INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF RUNNER PROVIDE SOLID FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REOUIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHARNEL TRACK CHANNEL OR WINNER W/ MIN 14W TYP W SCREW TO FRAME OR 3HW x 2-I W TAPCONS TO MASONRY AS EXTERIOR WALL PER PLAN SPECIFIED PER UL U3rW W1, U33&PWL, U347/PW4 OR V344PW5 OW1)� TWO HOUR SEPARATION 05 EAVES Ir2-V4• I\ / 31411'-W 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 exp\ressssed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. a � J s 'o' Q yp�� W U � o Z o w Q jLgqA �0 50 ! IT- Z� o °~ Q � Wi O.o W a % on nw.w id C m __ M O M N J f O LU 0 u S00 <LLI Z - 75XCL z - 0 XLU0 y(11.17 I- • TH OC CHE-: TH 0 w .100 No. STAR-17118 i SGIE: AS INDICATED w DATE: 07/18 Q 0. SD8 0 J _ CODE& SDACISNG APMOUES ER262 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLTION SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION N.T.S. overhang Y"-1Y"44 Y"-1y," DOUBLE SDWC INSTALL CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SOWC1S600 at single/doubt bobm pleb over wood Moor Bottom plate (WMe face of sbd) Subfbor RIM joist / Blod M \I —S111IC111W at double top plate (W& face d sW ) Nat.: P.O—ddd gbrbMdtbn vb0a SDWCSRmTOBOI T.PLATECONfBCT10NOVER WOODFUOOR SDNCSTUD•TO80TT.PUTfOONfCT10NOYERW00DFL00R N.T.S. Rafter b Top Pbb shown Truss to Top Plate,mAar Optimal 22Y" 0 0' 30' Y Mal SDWCI5800 Ndc 1.Sbpedmded--jbasbpsd pIp.,id 3-1212pkhand ..db.bNd.."ot 2.R.rt. detd4forH.Wmbatrdloa SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1 a \ SINGLE SDWC RDOF TO WALL OR BEAM INSTAUATION RANGE N.T.S. Both screws instaW 3 a DOUBLE SDWC INSTALL CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. Q ijTlAl MSDAC (2)SowC Mkb Ft dSMtd) Nft SNdb8abin P kb drown. M aetr Y W dorr aVa.. SDWC EDGE DISTANCE AND SPACING INFORMATION Nobrl k—d"2 turhobled 0.bee OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD 1 OPT. SDWC WSTALLATION-TRUSSIRAFtER OFFSET FROM STUD N.T.S. TRUSS OR RAFTER MIN. (2) SDWC 15600 OVERHANG 1/2-1• OPT. SDWC INSTALLAMICTRUSSIRAFfER OFFSET FROM 9W N T.S. SDWC EDGE DISTANCE AND SPACING INFORMATION N T.S. M SONCBMNA— d2SDWCp•dbd k4 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 '¢rM 10 MIN 00 NOT ®INSTALL SDVIC N HATCHED AREA I SDWC15600 1/2 MIN 1.3H' MAX OVERHANG MOM SLOPED -ROOF RAFTERS MAYBE SLOPED UP TO AND INCLUDING A 1212 PITCH AND MUST BE'BIRDSMOUTH• CUT. OPT. SDWC INSTALLATION RANGE 3'=1' P CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALLTHROUGH TOP PLATE INTO TRUSSI RAFTER. BOTH SCREWS INSTALLED VERTICALLY 2S' INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, 10 TO 1• FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3W 31/4' 3/4" S 1/4• I.SDW & ".Gowc P. Optimal27i' ICY \\ VC151W9d1 w1mory. YCI58DDdd aar.•mnt I � ` kI.1.Mdion And. R. OI.d)S• rth Ham top pbb .peosbrlulVdu.. hWW Jr Mk' •.nags dd•obrN Mr M1IrM— Ens DM—.W Specs Oid R1gL—" SDWC SCREW TO STUD - NARROW FACE 3'=1'-0' Rafter or Trues Y" m disbud for U values (with or Splits may be in upper or I. —plate .mw. a pleb splice) Offset Y' fmm Iop Plata splice for U values SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPI" N.T.S. Opo—InY' lo' o' 30• 9DAC1B00 dBbdbDaObTopPdw (RN.Fod" NOW SWbdoltl.bP pdrdtvMl3Wb.ItldaMutle bdlvnplIft— vmadlloor.hd¢ SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION SDWC STUD-TO"TOP/BOTTOM PLATES CONNECTION N.T.S. GUIDE CHANNEL PtleH.d mry b. tattrovrtd .# Sbp5--FeSDWr. Y'd �I! .lop pt.h Wy0l.letss�i. .1e111• .. _ SDWC ISTALLATION METAL INSTALLATION Z GUIDE TOOL O a V U O 0 -.••BNB I.4P•I z , FbMerlds pC.sR O > . flnt�bntrp.r•pab g M nWllnsOlYllpn111.ZZ 4 I OouY�kYb 01. • LIJ r • WJ �. 1? :f! o-o K W O w T Q O Pressurabeabd.Yl Optimal22Y' SDWCISWAUPINYON M*d TiMrB. k&Ood1M MW Fw dSbd) NW. SOpbbald.tobtad A nrNtd—lxdsa. SDWC STUD-TGaLL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION NOTES 1. SIRONOUPoVE STRUCTURAL WOOD SCREWS FOR TRUSSIRAFTER, sRA-TOPLATE, AND FLOOR-TOAOOR CONNECTIONS ARE ANMIFACT1RED AND TRADEMARI® BY •SMiPSON STRONG -TIE COMPANY, NC.HOME OFFICE: 51166 W. LAS POSITAS BLVD, PLF.ASAMON, CA 94586 TEL (800) 990,51319B, FAX: MM 647-1511L BINPSON STRONG -TIE COMPANY, DOW IB AN ISO 5001 REGISTERED COMPANY. 2 113E OF THIS PRODUCT B SIB.ECTTOTHEAPPNONALOFTHE LOCAL BUILDING DEPARTMENT. & THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING Srs19A OF THE STRUCTURE DESIGN OF THE BIlLgD1 MAN Wl1D FORCE RESISTING SYSTEA, NCLDINI THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTU ETD THE GROUND. ISTHE RESPONSIBILITY OF THE SPECFIER 4_ ENGINEER OF RECORD BPERMTTID TO MODIFY DETAILS FOR SPECIFIC CONDITIONS & TE CONIRAITOR 04ALLVEBFYALL OIENSIONS, oONOrt1ON3,LTC. PRIOR TO INSTALLATION OF ANY STROND.ORNE SCREWS FOR THE WIND UPLIFT R EMING SYSTEM. F ANY DISCREPANCIES ARE FOUND THEY SWILL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CON STRILTIOR ONLY COMMON HEEL TRUSSES WY A MN 31? OVERHANG CAN USE THESE SCREWS. ® H♦� RAI9lTAL BEARING, ETC. MST USE COMMON. METAL TRUSS CONNECTORS PER CONNECTER SCHEDULE 8. INSTALLATION OF PRODUCT SHALL BE DONE N CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES AM THE SOLE RESPONSBLRYOFTHE FRAFKiMa 3ERALCONTRACTOR. CONTACT FOR IF INSTALLATION INSTRUCTIONS ARE NOT FOLLOWED. 7. SLPSON STRONG -TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS. DESIGNS. AND MODELS VMHtO1T NOTICE OR LIABILITY FOR SUCH CHANGES 8. ALL HARDWARECALLED OUr S SIFSON STRONCTE A DOUBLE TOP PLATES SMALL BE FASTENED PER DETALWRIT/ S02 10 .CONTRACTOR MAY USE SI PSON SDWC15600 SCREWS ONLY FOLLOWING CONFIGURATION (1A) OR (B) THIS SHEET N LIEU OF SIPSON H1GA OR SLPSON HH25 FOR COMMON OR.WCKTRUSSES WHERE UPLIFT DOES NOT EMCEED (1196 b) FOR DROP OR (1045 b) FOR SPFIIF. N.T.S. CV ' W � r J 0 U Z ,• Y K O � 0 Wo � yyyMY�N1 Z H- Z w Inc 0 04a � z= C Ro U) z M. be C v �M OL» � G M N C D O LU LU xaz L-a3 - 0�o F- - W Kw0 a U) -T • SL STRUCTURAL ENG: TH 1 SSTRUCT. DP C GC CHEq(: TH w x1e W. STAR-17118 I SOLE: AS INDICATED w DATE. 07/1623 NOT USED WT 5. 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. SDWC NOTES SDWC/F STRUCTURAL ASSEMBLY i.a NV IP r N.T.S. 2'hlh 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.c Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. 1 SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. I. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER, STUD-TO41LATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY'SIMPSON STRONG -TIE COMPANY, INC.' HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL, (800) 999-5099, FAX (926) 847-1597.'SIMPSON STRONG -TIE COMPANY, III.' IS AN ISO 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. a CODES: SOWF: ICC-ES ESR-3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF K $ () (tq t p,"gawFlrl tzm TLW.ICC•ES ESR= bomw STRUCTURE WI DESIGN OF THE BUILDINGS MAIN ND FORCE RESISTING SYSTEM, INCLUDDIs ruerW �, yd -qP • "�portxrHq�'�°" PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE i BI OF THE SPECIFIER Q 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS; 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO IN ifF ANY STRONGDRFVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CONSTRUCTION. i e' 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THV_ C PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDlJJ3 Bbddng RESPONSIBILITY OF THE SPECIFIER �' a 7. SIMPSON STRONGTIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECI S, or AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. r e FHn JoW 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONGTIE. SDWFnadelrwrtaper ti� V61 •ar`osee� yam 1'Nn SN4GI E BOTTOM PLATE SHOWN 4 -- Laserwaltop plel gftttorn End D>sMloa Note: Studs, floor Joist, bbftV and stud to plate connections not shown for clarity. 2 TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: St d4D•pWs connections are t' Maprun tegniad to compete to bad path and are not shown for danity. Studs, Post and blocking per Designer Double SDWF shorn (Single SDWF-TUW MAN) SDWF-TUW CONCENTRATED LOAD RESTRAINT AT OONTINUOl1S WALL N.T.S. 2. Slide tIe 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 SD screws (provided). SUMMAYBE OFFSErFROM VF3inICAL27A41( I � I $ Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Bott. Plate Min F Max. Min. Max. SDWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SDWF2720-TUW 12-1/2 14-1/2 10-7/8 13 SDWF2724-TUW 16-1/2 18-1/2 14-7/8 17 SDWF2726-TUW 18-1/2 20-1/2 16-7/8 19 1. Joist depth listed based on the %4" subfloor and 3' of thread penetration bib double top plats. 2. See L-FSDWFALTHT letter for 11 Yi ,11 V, and 16' joist depths. SDWF ANGLE LIMIT INSTALLATION & ALLOWABLE JST. DEPTH N.T.S. Nolle: Sti.64 pleLe connecions are require: oornplete the bad path n are not shown for danfly. Double SDWF shor (Single SDWF-TUW sl SDWF-TLAN CONCENTRATED LOAD RESTRAINT AT COWR 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. w�o SDWF-TUW 3 U.S. PATENT 2 8,276,323 The Strong -Drive SDWF is sold as a kit that includes: OUTSI DE (25) SDWF wood screws VIEW WALL (25) TUW take-up washers (100) #9 x 21<2' Strong-Dfire SD 5. Check to ensure the proper engagement of the structural -connector screws TUW tabs to the SDWF screw shank using the 5/9 hex driver bit screw depth guide (provided). The measured gap • Y4* hex driver bit shall be no greater than 9/32" and no less to % '. Screw depth guide to ensure proper SDWF engagement with TUW ' I N �• �.� o Y o° w a J < Z LU IL ZJ 8129 o 'go � it o 6 IJI W T i � w i 5 60 kn v C M ZM i � Cl) O_ J C m J Q D o U m J o _ lu Q Z w =a}0 Y, F X QW rYLuO a _J oH oa55 fpaF- S 6TRUCTUtAL ENO: TH S RUL DP K OC CHECK: TH D yl xl6 No. STAR-17116 i 6CAtE: AS INDICATED w OATE: om6m SDWF 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. 2x WALL FRAMING PER PLAN OR SOLID L PANEL SPLICE W/ MAX ELffl' GAP COLUMN AT PANEL SPLICE LOCATIONS BETWEEN PANELS COLUMN PLIES NAILED PER WFOYSD2 NAILING PER WALL SHEATHING WF1(VS04 AND NAILNG PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WALL N.T.S C ti Ow • U� x�U INSTALL FIELD INSTALLED TOP PLATE (2) 0.148' x T @ 3' O.C. PER WF07/SD2 5, 48' PAST SPLICE 8" EACH WAY A MAX — A WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX' 15' GAP INSTALLED TOP PLATE PTWEEN SHEATHING PER WF07/ TOP PLATE DETAIL AT CORNER N.T.S. WA L HEATH] WALL SHEATHING PER WFIO/SD4 (2) ROWS C148"x 3' NAILS @ 3' O.C. PANEL TO PANEL (1) ROW50.148x3' — NAILS G 3- O.C. EACH FACE OF CORNER AS (2) ROWS 0.148x 3' DRAWN. ALTERNATE NAILS ® 3' O.C. EACHL ROWS AS REQUIRED FACED CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WF70/SD4 (2) ROWS 0.148'x 3' 1 TOP PLATE NAILING 0 NAILS 0 3' O.C. SPLICE LOCATIONS PANEL TO PANEL PER WF07/SD2 L S NG WALL SHEATHING PEI SHALL RUN CANT. YVF10SOq WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN CANT. yyFi05p4 FACE TOCORNER. (1) ROWS 0.148.E FROM EACH WALL FACE TO CORNER. MAX. 15' GAP (2) ROWS 0.148'x 3' NAILS ® 3' O.C. EACH MAX. 1IT 5' GAP NAILS 0 3' O.C. EACH BETWEEN SHEATHING FACED F CORNERAS DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REOUIRED NOT TO CROSS NAIL NOT USED PO VERTICAL PANEL SPLICE DETAIL Ok VERTICAL PANEL SPLICE DETAIL (OPT.) INSTALLEt PER WFO7, SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148'x T NAILS (2)0.148'xTNAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD ®CORNER STUD 0 CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOTE: SHEATHING NOTSHOWN NOTSHOWN SECTION B-B N.T.S. HEADER SUBSTITUTION SCHEDULE HEADER SPEC'D ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x6 (2)d6 #2 SIP H4x6 3.5Y5.5' AFP 1 6E SHORT SPAN HEADER H2x8 (2)2xe 82 SYP H4E6 35k&S` AFP 1.6E SHORT SPAN HEADER HZ00 (2)2r1082SYP H4x10 3.5'W.5"AFP I.BE SHORT SPAN HEADER H2x12 (2)2x12Y2SYP H4x10 3.1Y8.5'AFP I.BE SHORT SPAN HEADER 1. WHERE SYP N2 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 FOLLOWWNG MINIMUM SPECIFICATIONS: E = 1600000 pai, FB = 1SWpsi, FV=175 psi, FC-PERP = 650 p d. 3. AFP 16 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 S CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. C TOP Q SPLICE f. PANEL SPLICE W/ MAX 1/8" GAP 1'-0" MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE 12) 0.148'x W NAILS EITHER S1DE OF PANEL SPLICE TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. 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. 2x 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 a"O.C. R (FOLLOW NAILING O REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE U LOCATIONS) 2x TOP PLATE PER O PLAN (TYP) Z A 41 ® FT4„�yY�.IA. - NAILS 'h�..t1n �',N V Z N (WE OR GLMg NAI ) < Y 2 f r O CZ Z C LL O � •2 4 QF W J� w Q� os a o -_1 of J zo NLU � w ww J Q 2 N W 2 O w + w O Z 47 3131 i fEl _j a 0 O � m J O IL _ Z �a3 - w MXO rcLU0 Nw o d y v • i p STiIUCTURAL ENGTH u1 DRAFTNG: O S S1RUCf: OP >� a CMEQ PH O w A08 No. STAR-t 7116 I AS INDICATED w WTE: 0I/t623 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. 1r MIN. (3) 2. SYP #2 STUDS REQ'D * END OF LANDING W/ MIN. (6) 0.162' x E12' NAILS FROM (2)202 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)202 SYP#2 STRINGERS W/ SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER SCHEDULE RED'D 0 END OF LANDING FOR STRINGERS TO i7 CONNECT TO. BEAM TO BEAR DIRECTLY ON i BUILT UP COLUMNS BELOW OR I ALTERNATE HANGER II. ® RIGHT OF THIS MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148" x 3" TOENAILS EACH END i SEE TABLE FOR MAX. STANDARD (3) 2X12 STRINGERS Wtl SIMPSON A34 CLIP TO FLOOR SYSTEM UNE UP 2,10IST IN LINE WITH MIDDLE 2A2 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2z8 SYP#2 JOISTS 90 @ LANDING Q 16-O.C. W/SIMPSON A35 OR Z 0 LUS26 HANGER ON g EACH SIDE -0 m� MIN. 2xB SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER W (3) 0.162x 3-12' NAILS C 16' WIDTH OF LANDING O.C. MAX TO EACH STUD. (2) DETAIL 1/4' x 3-1/4' TAPCONS IN 16' A -A PLAN VIEW @ 90 DEGREE TURN LANDING WAALMAXFOR MASONRY MM.(3) 2. SYP#2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D ® END OF LANDING W/MIN.(6)0.16Yx31? I.SEE PLAN FOR DEPTH NAILS FROM (2)202 SYP#2 HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)Z02 SYP#2 ATTACHMENT TO CMULEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU21G-2/HUC210-2 WI (18) 0.162" x 3.10 NAIL TO LEDGERSUPPORT AND (10)D.148' x 3 NAILS TO (2)2r12 SYP02 HEADER MASONRY: H U210-21HUC21 00.2 W/ (18) 1M'kE1/P TAPCONS TO CMU AND (10) 0.148" x 3 NALS TO (2)2t12 SYP#2 HEADER STANDARD (3) 2X72 SYP #2 STRINGERS WSIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING -11 oil& 11 x# ow yr LANDING FOR STRINGERS TO 1- MIN. 2x8 SYP#2 JOISTS LANDING LANDING 16'O.C. 16'0. CONNECT TO. BEAM TO BEAR W/ SIMPSN 35 OR DIRECTLY ON BUILT UP LUS26 HANGER ON COLUMNS BELOW OR EACH SIDE ALTERNATE HANGER Q RIGHT OF THIS DETAIL A -A PLAN VIEW (a)180 DEGREE TURN LANDING 3/4' O.S.B. W/ O.131'k2-10 NAILS 0 W O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2.12 STRINGERS ONE -� ON EACH SIDE AND ONE 0 MID -SPAN A34 Q EA STRINGER - TO LANDING 2XATTACHEDTO STRINGER 2.12 STRINGERS ONE ON EACH SIDE AND ONE 0 MI DSPAN A35 CONNECTION 2x8 P.T. SPF 02 (MIN.) LET4N FASTEN TO SLAB USING MIN. (6)1/4-.3-1/4- EVENLY SPACED TAPCONS W MIN. END DISTANCE OF A-1C' SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 0 EA STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH A 3W PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 6' MIN. ff 2 10 MIN. STAIR WINDER DETAIL MIN. 2.8 SYP#: LEDGER (P.T. 1 ATTACHING TC MASONRY WAI - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.14T x 3 TOENAILS EACH END SIMPSON A35 CONNECTIONS - SEE PLAN FOR MASONRY WALL OR MASONRY WALL WOOD WALL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES BEAM @ ENOOF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/ (18) 0.162' x 3.12 NAILS TO LEDGERSUPPORT AND (10) 0.14E x 3 NAILS TO (2)202 SYP#2 HEADER MASONRY: HU210-21LUC210-2W/(18) 114*x3-1 •TAPCONS TO CMU AND (10) 0.148" x 3' NAILS TO (2)NI2 SYP#2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) STRINGERS TO BE NOTCHED AT MAX. x EACH NAILS .(2) O.C� LANDING OR UET-IN 2.ST BELOW CLEAT MAX. TO EACH STUD. ((2) AND ATTACH TO JOISTS BELOW W/(2) 1 MN3.1W TAPCONS ® Is- O C. 0A 48' x 3-114" NAILS 016' O.C. MAX. FOR MASONRY WALL) PENDING LANDING HEIGHT AND PLAN LAYOUT, HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. (3) 0.1 ST x 310 TOENAILS h JOIST (P.T. IF ATTACHING TO MASONRY III (2)202 SYP#2 BEAM WALL) CONT LEDGER w/ III PER SCHEDULE @ END (3) x X NAILS ( I I I OF LANDING FOR O.C. MAX EACH 16"O.C. TO I I I I STRINGERS TO till ST STUD. ((2)1M'X31 M' I I I I CONNECT TO. BEAM TAPCONS ®18' O.C. I I I I TO BEAR DIRECTLY ON MAX. FOR MASONRY I 1 I BUILT UP COLUMN WALL) BELOW I I . 111 L I. �� WOOD OR MASONRY WALL SEE PLAN FOR MIN. 2x4 SYP #2 MORE INFO COLUMN 2. JOIST PER SCHEDULE 2. P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN 0GENERAL LANDING & STAIR FRAMING INFOi3N'=''a BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 17-0" OR LESS (2) 2x12 2xB 91-0" N01E 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOUJ-THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDRK)N OF THE FBC. 2. (2)2x12 SYN2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL R/PLV BEAM TOGETHER USING (3) 0.146' x 3114' NAILS ATT O.C. 3. CONTACT FOR FOR CONDITIONS NOTCOVERED TH6 DETNL PRIOR TO CONSTRUCTION. 2.4 CONT. TOP PLATE ATTACHTOPPLATE TO 2,111 SPF STUDS SEE ARCHABOVE PLAN I I STUDS W/ (2) o162' x 3-117 3 " 2c4 CONT. TOP PLATE 24' O.C. MAX FLOOR TOE -NAILS (ATTACH TOP PLATE TO 2x4#2SPF STUDS ®24 STUDS W/(2)0.18Tx31(tj ij x x O.C. W/(2)0.143z31/1' TOE -NAILS s 2x6 VERTICAL 0 W-0• O.C. MIN. AND ®ANY NOTCH SILL PLATE FOR VERTICAL 2z4 SILL PLATE wl (2) ) TOE -NAILS BOTTOM NOTCH SILL AND 4k 2.4 tl2 SPF ST 24j OPENING. WAN HANDRAIL KNEEWALL T NAILS ® 4' O.C. 2xe O.C. I PLYWOOD FLOORING O.C. EVERY R "/ *boo, STUD TO CI� 2. L-BRACE W/0.148' z (x (NOTCHED VERTICAL LOCATIONS ) TO ALLOW VERTICAL TO SLIDE DOWN TO NOTCH FLOOR B 0410 E7/4'NAILS@4"O.C. FACE OF IJOIST SHEATHINGTO ACCOMMODATE 2z `®5� (OTHER "IT, H .,/� i (OTHER W/(2)00 OY�/ O p ATTACH 2x6 VERTICAL TOE-NB. TT� 2x6 VERTICAL AND L-BRACE @ 6'-0' O.C. 6 TO (JOIST W/(3) Y' x 3' SDS WOOD SCREWS 2x4 SIL)� BEOTION%% 2z4 CONT. TOP PLATE 0ANY OPENING I I EQUALLY SPACED/CENTERED IN 0. 162%,JIir2 E#jP�l EA CO 06 E DO ATTACH TOP PLATE TO 3�� . (JOIST TO OUTSIDE x3'N .0 STUDS W/ (2) 0.16Y x 31? FACE OF JOIST a S FLOOR G TOE -NAILS 2.4 #2 SPF STUDS 0 24- DOUBLE 1 JOIST PARALLEL TO FLOOR ATTACH SLICE CUT PLYWOOD O.C. W/ (z) 0.148' z 31/a' TOENAILS BOTTOM R.1.s. 2,4 CONT. TOP PLATE 3�" Wl (2)YX3�.. SCREWS Ed L�'L =,'� 00000 w0 SPACED & C i= FLOORING FOR STRAP ATTACH TOP PLATE TO i, SEE ARCH PLAN IN IJOIST V STUDS W/ (2) 0.162"x 31C' MAX. 4'-D" ABOVE FLOOR TOENAILS 8' WIDE WEB 'x 4� #2 SPF SILL PLATE X ) X STIFFENER @ 48' O C.- W, W/ (2) 0.118' x 3 NAILS 2x4 #2 SPF STUDS ®24' PERPENDICULAR TO FLOOR (IN EA. BRACE) w/ (2) ®4'O.C. O.C. W/ (2) 0.148' x31/4' I 2x4 SILL PLATE W/(2) ROWS OF 0.148'x3� in\TOENAILS BOTTOM I 0.148'x3'NAILSQ4' NAILS 0 30.C. NOTE_ p O.C. (NOTCHED 0 2z8 STIFFNER TO BE SON NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF w It EAL SIDE STRAP (1 EA. SIDE OF STRAP STUD) EVERY 48'O.C. PLYWOOD FLOORING BOTTOM CHORD F- FLOOR BEAM CONDITION TO ALLOW VERTICAL TO SLIDE DOWN TO m FLOOR BEAM SEE FACE OF IJOIST p PLAN 24 VERTICAL AND 0 ATTACH 2x6 VERTICAL L-BRACE ® 6'aT O.C. & > O TO [JOIST W/(3)W x 3 ANY OPENING n ST02 SECTION @ HANDRAIL W/ EQUALLYOD SCREWS 2A. WOIST SEE PLAN i FLOOR BEAM CONN. JOUST TO OUTSIDE IN O SCALE 3W T-O' FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR a MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL, ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD -� 2X6 #2 SPF JOISTS® 1 T O.C. W/ (3) OA6T x 31 r END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY WALL OR ELEVATOR WALL SEE PLAN SCALE 3W -1.-W 2X6 #2 SPF CONT. - LEDGER V# (2)1/4- X 3-10 SDS SCREWS IT O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING. 1 3 2 WIDTHS 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 AND WILL AID LOCKING EVERYTHING TOGETHER MID SPAN BLOCKING WI (2) 0, 148" x 31/4' TOE -NAILS -12 SPF RIM BOARD W/ (3) 0.162- x 310NAILS 8 INTO JOISTS 2X6 #2 SPF @ 1Y O.C. MIN7/16•FLOOR PLATFORM DETAIL SHEATHING MIN. 7/16' SHEATHING W/ RSRS-01 (0.131•x2aV) RING SHK NAILS 0 6- O.0AN . ON EDGE AND 12' O C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1 /4' X 312' SDS SCREWS 012' O.C. ON ANGLE TYP. MIN.7/16• SHEATHING W/ RSRS-01 (0.131'x2S5') PARTY WALL OR RING SHANK NAILS 0 6' ELEVATORWALLSEE O.C. ON EDGE AND I7 PLAN O.C. INFIELD 2X6#2SPFCONT. - LEDGER W# (2)1 W X 3-12' SIDS SCREWS RIMBOARD 18' O.C. MAX INTO STUDS OR FLOOR 2X6 #2 SPF JOISTS @ 1 Y SYSTEM TYP. EACH O.C. W/ (3) 0 I62- x E12' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W/2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE: 3W T-T ATTACH PLATFORM TO LEDGER W/ 1/4' X 312' SDS SCREWS M 1T O.C. ON ANGLE TYP. MIN 711T FLOOR PLATFORM DETAIL SHEATHING MID SPAN BLOCKING W/ (2) 0.148' x 31/4' TOENAILS 2X6 #2 SPF RIM BOARD NALS INTO JOISTS 2X6 #2 SPF ® 12' O.C. z M Z � M M, 0, 2 < Z I- CL 2 M W 0 Fay (A It JCTURAL ENG: TH F rING: s RUC DP :HEO: TH No. STAR-17116 .E: AS INDICATED 07/1623 ST1 C7� N cm 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.