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HomeMy WebLinkAbout38054-38082 Elby Lnmm MIl0 MiTek' RE: TTH119-125 MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 Site Information: Customer: Starlight Homes Project Name: TTH119-125 Lot/Block: 119-T25 Model: 7 Plex Address: . Subdivision: Tyson City: Zephyrhills State: Florida General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.6 Wind Code: ASCE 7-16 Wind Speed: 150 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 32 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T30641470 C 1 A 5/25/2023 21 T30641490 Tl l 5/25/2023 2 T30641471 C3A 5/25/2023 22 T30641491 Vol 5/25/2023 3 T30641472 CJ1 5/25/2023 23 T30641492 V02 5/25/2023 4 T30641473 CJ3 5/25/2023 24 T30641493 V03 5/25/2023 5 T30641474 EJ5 5/25/2023 25 T30641494 VO4 5/25/2023 6 T30641475 HJ5 5/25/2023 26 T30641495 V05 5/25/2023 7 T30641476 T01 5/25/2023 27 T30641496 V06 5/25/2023 8 T30641477 T02 5/25/2023 28 T30641497 V07 5/25/2023 9 T30641478 T03 5/25/2023 29 T30641498 V08 5/25/2023 10 T30641479 T04 5/25/2023 30 T30641499 V09 5/25/2023 11 T30641480 T04A 5/25/2023 31 T30641500 V10 5/25/2023 12 T30641481 T05 5/25/2023 32 T30641501 V11 5/25/2023 13 T30641482 T05A 5/25/2023 14 T30641483 T06 5/25/2023 15 T30641484 T06A 5/25/2023 16 T30641485 T07 5/25/2023 17 T30641486 T07A 5/25/2023 18 T30641487 T09 5/25/2023 19 T30641488 T10 5/25/2023 20 T30641489 T10A 5/25/2023 This item has been electronically signed and sealed by Velez, Joaquin using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ��%J 111111111 based on the parameters provided by Builders FirstSource - Plant City. %% QU I N VFW Truss Design Engineer's Name: Velez, Joaquin :� •,��C•E N SF.•� ����' My license renewal date for the state of Florida is February 28, 2025. ' Florida COA: 6634 No 68182 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. �-10 •�� 0'., STATE OF 0 R t.. ``� �0 N A, E�%O% Joaquin Velez PE Yo.68182 MiTek Inc. DRA 'MiTek L'SA FL Cem 6634 Data Swingl.y Ridge Rd. Chesterfield. NIO 63017 May 25, 2023 1 of 1 Velez, Joaquin LOT 119 - PULSAR'OR' FL0.1.11 SLAB PLAN' FL 1.12 FLOOR PLAN'0' FL 1.12.1 FLOOR PLAN OPTIONS FL 4.12 SECTIONS FL 5.12 ELEVATIONS'O' FL5.13.11 ROOF PLAN'O' FL 6.12 UTILITY PLANS'G' LOT 120 - PULSAR'LR' FL 0.1.8 SLAB PLAN'L' FL 1.9 FLOOR PLAN'L' FL 1.9.1 FLOOR PLAN OPTIONS FL 4.9 SECTIONS FL 5.9 ELEVATIONS'L' FL 5J3.8 ROOF PLAN'L' FL 6.9 UTILITY PLANS'L' LOT 121 - PULSAR 'KR' FL0.1.7 SLAB PLAN'IC FL 1.8 FLOOR PLAN'IC FL 1.8.1 FLOOR PLAN OPTIONS FL4.8 SECTIONS FL 5.8 ELEVATIONS'IC FL 5.13.7 ROOF PLAN'IC FL 6.8 UTILITY PLANS W LOT 1222 - PULSAR W SLA13 PLAN FL 1.1 FLOOR PLAN'A' FL 1.1.1 FLOOR PLAN OPTIONS FL 4.1 SECTIONS FL5.1 ELEVATIONS'A' FL5.13 ROOF PLAN'A' FL 6.1 UTILITY PLANS'A' LOT 123 - PULSAR 'MR' FL 0.1.9 SLAB PLAN'M' FL 1.10 FLOOR PLAN'M' FL 1.10.1 FLOOR PLAN OPTIONS FL 4.10 SECTIONS FL 5.10 ELEVATIONS'M' FL 5./3.9 ROOF PLAN'M' FL6.10 UTILITY PLANS'M' LOT 124 - PULSAR 'B' FL0.1.1 SLAB PLAN'B' FL 1.2 FLOOR PLAN'B' FL 1.2.1 FLOOR PLAN OPTIONS FL 4.2 SECTIONS FL 5.2 ELEVATIONS'B' FL 5.13.1 ROOF PLAN'B' FL 6.2 UTILITY PLANS'B' LOT 125 - PULSAR 'N' FL0.1.10 SLAB PLAN'N' FL 1.11 FLOOR PLAN Nr 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'N' 7-PLEX BUILDING - A A 0.1 SLAB PERIMETER PLAN 7-PLEX 0.11 AO. 1 1 SLAB PERIMETER PLAN 7-PLEX A 1.1 FIRST FLOOR PLAN 7-PLEX A 1.1.1 FIRST FLOOR PLAN 7-PLEX A 2.1 SECOND FLOOR PLAN 7-PLEX A 2.1.1 SECOND FLOOR PLAN 7-PLEX A 5.1 ELEVATIONS 7-PLEX A 5.1.1 ELEVATIONS 7-PLEX A 5.1.2 ELEVATIONS 7-PLEX A 5.1.3 ELEVATIONS 7-PLEX A 5.1.4 ELEVATIONS 7-PLEX A 5.1.5 ROOF PLAN 7-PLEX A 5.1.6 ROOF PLAN 7-PLEX DETAIL SHEETS D-1 DETAILS D-2 DETAILS D-3 DETAILS 04 DETAILS 0-5 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 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL AND ASTM C 926. WEEP SCREEDS SHALL BE A MINIMUM OF NO.26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 14. ASPHALT SHINGLES (IF APPLICABLE): WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R90?. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE 11 OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, ASTM D 4869, TYPE IV OR ASTM D 67571S 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. APPROVE CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY D I I 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. NSPREPLACEMENT W HOUT MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND IT 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 BUIDDING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA j BUILDING CODE FUEL GAS, 7TH EDITION. i OCCUPANCY: RESIDENTIAL - R3 CONSTRUCTION TYPE: VB-PROTECTED, SPRINKLED \/^1 + C l J 0 O G= 'I Q H V� ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: TYSON 7-PLEX A LOTS 119-125 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME AREA NAME AREA FIRST FLOOR 588 SF FIRST FLOOR 4858 SF SECOND FLOOR 798 SF SECOND FLOOR 6525 SF HEATED 1386 SF HEATED 11383 SF GARAGE 226 SF GARAGE 1771 SF PORCH 32 SF PORCH 249 SF PATIO / COV. PORCH 1 80 SF PATIO / COV. PORCH 640 SF UNHEATED 338 SF UNHEATED 2660 SF f 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. © 2023 Starlight Homes LAST REVISION %®%Zjs1k,.. 't .ALL WORK SHALL COMPLY '�(d�•• o _ w CODES FLORIDA BUILDING WITH PREVAILING >C O� 1: NATIONAL ELECTRIC CODE CODE' W r N AND THE CITY OF ZEPHYR HILLS J r cc ORDINANCES p O .J 4 REVIEW DATE 'JUL 2 6 2023 CITY OF ZEPHYRHIL PLAN F�71JLINER SHEETNO: T-1 i 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 B PROTECTED WITH ONE (1) LAYER 12" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "r GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2"GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22",FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12-)(W SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB-SHOWERCOMBO 16 1 SL,DE4N ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS LOT 119 1 L 4.1 It 2.. 6'-23/4" 6'-61/4" WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 3050 SH 3050 SH 'EGRESS I WIC OWNER'S II BED ,I 8'-1" CLG. I O. BA I e'-1"CLG. o � 2'-0 1/2" 10'-4 1/2" 2 '> I 2468 -i" I - 7 12" 5'-5 72' 3'-2 1/2" 5068 DN 2468 I E�D C 8 HVAC -0' C m J 14 VANITY --�� BA 2 1'-0 2'-3 1/2" I - 8'-1-CLG. � z WIC ---- -- I - L 2468 — N = n 2468 5'-3 12" 4'A 12" 3'-10" 5'-10" I BED 2 I BED 3 I PL 'EGRESS 'EGRESS 4.11" n 4'-11" 4'-8" av nl4 5'-312" WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 7 1/2" SECOND FLOOR PLAN ELEV'O' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17' LAYOUT t L 4.1 19'-8" 2' VERIFY 3 12" 10'-0" 12" PATIO F;AIC 4'-712" 8'-1012" 6068 1G.D. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FL t.12.1 FAMILY RM 9'-1"CLG. '-612" 9'-91/2" T-912" T-61/2" a , W 868 ANDICAP CCESS D S 2868 I )' PIT ., L == LKITCHEN REF WH 9. - -- +42'• 2868 17 SLOPING - --- DP GARAGE _CP O "ENTRY 9'-1" CLG, SOFFIT, SEE EXTERIOR ELEV 9 2 SH 12" 3'-6" 2'-5 1/2" PORCH 6'4" V-2" 8070 SECTIONAL -9 12' 8'-0" I'-0 1/2 11" 11' 7" FIRST FLOOR PLAN ELEV 'O' 1/4" = 1'-0' AT 22"X34" LAYOUT 1/8" = V-0" AT i V X 17" LAYOUT LOCATION IN FIELD ALL OF ADJACENT 4 NIT SEE COMPOSITE v RAWINGS FOR OCATION II LINE OF CLIPPED CLG. "r 1 a/- 6'-4" WALL HT. Lo re WALL OF ADJACENT 7 12A1NIT SEE COMPOSITE DRAWINGS FOR LOCATION CD + w O I Q F� ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION ii 16ix e 'L 4y" '• V 8 1LL 1 r - � w O O J a J 0 0 Q O J W J a SHEET NO: FL 1.12 x C3 J E o Q H ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 119 ,2 ,2 6� �6 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. © 2023 2NDLOOR FPL. HT. Starlight Homes NOFLOORWDW. HT. - - - - - - - - - - - - -_ -_ - LAST REVISION BED 2 OWNER'S BED 2ND FLOOR FIN. FLR. _ _ _ _ _'4° ,ST F1.OR PL. HT. _ _ _ 1ST FCN L-WDW. HT. d Oi Z ENTRY w - m..pm 3 � � MAINTAIN MIN. 17R@0'-713/32' 6'-6"HEIGHT AT FRONT 1ST FLOORR F�FL OF WATER CLOSET _ _ PR pjT i �• Se�� a y BUILDING SECTION 'O' - Ca z 1 /4"='-0" AT 22"X34'LAYOUT 1/S V.-AT,1"X,7"LAYOUT O J 0 w w J a ti SHEET NO: FL 4.12 r� ELEVATION KEYNOTE LEGEND E2 IMASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCKCOURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4n4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4tt4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 I FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = Cl7RC00 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 119 2ND FLOORF 2ND FL. WDN 2ND FLOOR F 75T FLOOR P ST FL WDW ST FLOOR F 12 FRONT ELEVATION 'O' 1/4" = 1'-0" AT 22"X34" LAYOUT I. = 1'-0" AT 11" X 17" LAYOUT r, REAR ELEVATION 'O' 1/4" = 1'-0" AT 22"X 'LAYOUT 4/6" = 1'-0" AT 11"X 17' LAYOUT C3 O Cn a ISSUE DATE: 06.01.2023 FOR PREVIEW 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. 02023 Starlight Homes SHEET NO: FL 5.12 OF VENT CALL. ELEV. 'O' Name Area 1/300 RATIO AT HIGH & LOW 11150 RATIO AT HIGH & LOW AREA 1 846 SF 1202.96 it? 1405.92 in2 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL. VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER. AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. FLOORS. CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 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 CALLS 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 119 I IU'-S" 1 9'-11" . 61 ROOF PLAN 'O' 1/4" = 1 `0' AT 22"X34" LAYOUT 1/8" = 1 "0" AT 11" X 17" LAYOUT a w CD w J E O s Q ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION 4 N f�I Ulev*` r cn O z O -' a J LIL O Q O cr W J a SHEET NO: FL 5.13.11 CM � W O LOT 119 U W Z O '^ V I ISSUE DATE: WP/GFI @ PATIO AtCCOND. ac o He a WP/GFI - � � 06.01.2023 FOR REVIEW \ 3� _ WIC C REVISIONS: Ft'SIYIiL.I i"kt Y! E c WN E Ri ,' BED LLG.AN f / N♦I 1 �.: w ° ^ W a 'a - REQUIRED - REQUIRED PER {„'}�•A STATE AND I �' 1" 1� 1 LOCAL BUILDING C ODE \ �A These drawings are the Starlight 4P 4P _3 \ property of Homes and are not to be 3 o W F o ° a 4 < k m = o 1 - \ ' DISHWASHER _ r^ r p DISPOSAL GFI I (1.+ i utilized for construction, or copied in part or in whole W PDR without permissionfrom the builder. ©2023 _ J a 8 w / � '�" !QFI j„( j MICROWAVE q- ` Starlight Homes °e � c ° " " " ,' mL"`;O .,,... jj��- GFI i ' I HVAC a \./ 101 I I f GFI f SERVICE11 R a _ J PANEL LAST REVISION / Ifs LL 22&22' �A�i,... Obi q,_ STANDARD ELECTRICAL BOX HEIGHTS f� a , - / " �/ *-0' REaiF REa ©t swiTCH/ 7 O." A�� bD TO LIGHT/ .SWITCH • a �iyLLgg BELOW \ 30A.ELEC. '(gyp+\vd WATER HEATER.= ` SERVICE PANEL SIZE AND LOCATION LAST SAVED BY: waLLcaeNE _ - LIGHT IN WHEN - REQUIRED— r� �1A^OlAG L, PER BUILDERS SPECIFICATIONS AD LOCAL ENECTRIC METERS/ r: ,� �f f TELEPHONE/ TELEVISION KEYLESS 0 D 3 T \ SERVICE BOX ENTRY N /CEILING\ ° �d it �y� \ B`'£ i /GFI DOOR\ �� / OPENER \ � 4 ]II'HIGH VaWTY A 4 BASECABNET CARNET i k 3 mW-CH l i si I / \ E \...{ WP/GFI / \SJ-� / \ I rl 0 ^ V' I Z J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES 'O1 NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) 'OI J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN FIRST FLOOR PLAN ^ 1/4" = V-0" AT 22"X34" LAYOUT = V-0" AT I V X 17" LAYOUT 1/4" = 1'-; AT WX34" LAYOUT = V-0' AT 1 V X IT'LAYOUT X NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. DUPLEXOIRLET WP.aFI WEarHERPRooF CFID°PLEX °'HEFT © CHNESi/� -¢ GEEING MouNrEO NCANOESCEM MW FIi RE PUSHBURON SWRCH CELL FAN (PROVUE ADEO MS RTI G/ a - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. cH GROUND— CNCUR RRUFMR °�DurLEr 114V sMO1Di OETELTOB WALL M ED WCaNOESCEM ® O ED AN V CELeq FAN VIITH NCafAESCENT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL 8E CABLED "SUITABLE FOR WET OR DAMP LOCATIONS' - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE xl HALF Bw E0 DUPLE 0Uu 6A Ii CONNECTED W/BATTERV C. 11GM FIXiIWE BACKLP RECEBR 0 NCANDEBO W LUNTFDQUBE W2DETEC LUMT FIXTWE Q FROVUE A GUATE SUPPORr) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, z<rov ?20 VOLT OUTLET 0RCELM MGUN LED FIXTURE WNEO MID'MR, IvP) • VA NLODF ® HARO CONNECTED W/ BATIERV V - 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. RENFaRccD.uNcrM BOX # wAu swTrcH BACNLP Q EXHAUST FAN (VEW TO EXIERUR) iHERMOSTaT (1 EXHAUST FANAUM COMBLUTUN ® TELEPHONE �® GAS SUPPLv W11H vuvE --- Pie HOSE BBB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. IVENr TG EXTERaRI - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - # a TINES-wav swrtcH © TELEVLSUP a ELECTRU METER IM' WATER STUB OUT ALL ELECTRICAL ANDMECHANICAL EQUIPMENT (FURNACES,AtCEL UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. GRAIN 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 1MffTEN NSTRUCTMlNS. i4 FOUR-wayswLTCH t , Low VOLTAGE ourLEr ® FLDOREscENr Lr.HrFx^'RE v ELECTIIIC PANEL TECN HUB SYSTEM DISCONNECT SWITCH y WALL SCONCE SHEET NO: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 B PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/e' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 125 1/2"X54" SIZE 9 TEMPERED SAFETYGLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUBSHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 1 It FL 4.9 It 2. 19'43" 2' WALL OF ADJACENT UNIT, SEE COMPOSITE 1314" 6'6 1/4" DRAWINGS FOR LOCATION r 4 I 3050 SH 3050 SH III LOT 120 2" R ADJACENT COMPOSITE a FOR I I I I, WALL OF ADJACENT WALL OF UNIT, SEE COMPOSITE UNIT, SEE DRAWINGS FOR DRAWINGS LOCATION LOCATION I I I -EGRESS I I Ill I WIC OWNER'S I I I BED 8'-7" CLG., I I - O. BA I. e'-7"CLG. o_ 2'-0 1/2" 10'3 12" > 2468 - I 71,2 FY-5'-5 1/2" 3'-2 12" 5068 DN - £ 17 42" 14 a 2468 - - I 8 HVAC -0J 14 VANITY RJ - BA 2 e'-1"CLG. � -- I m WIC '7 m I - I 2468 4 - - - - - - I 2468 v— '.. I 5-31/2" 4'-812" 3' 10" I C BED 2 BED 3 8'-1•• CLG. 'I I 'EGRESS 'EGRESS WALL OF ADJACENT T-10" 2'-112 �., 7-,0' WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR 9'-8 12" 1 -10 1/2 9'-11 12'• UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 7g'-8^MEN LOCATION 7 12' 7 12" r, SECOND FLOOR PLAN ELEV U AT 22"X34" LAYOUT 1 /8" = 1'-W AT 11" X 1 I'LAYOUT JII � � III WALL OF ADJACENT UNIT, SEE COMPOSITE, 1 .. DRAWINGS FOR LOCATION FL 4.9 Rz 19'-8" VERIFY LOCATION IN FIELD ALL OF ADJACENT NIT, SEE COMPOSITE y RAWINGS FOR OCATION II I LINE OF CLIPPED CLG. a/- 6•-0" WALL HT. I IF— WALL OF ADJACENT 7 12UNIT SEE COMPOSITE DRAWINGS FOR LOCATION FIRST FLOOR PLAN ELEV 'L' U 1/4" = V-0" AT 22"134" LAYOUT 1 /8" = 1'-0" AT 11" X 1 T' LAYOUT 312" 101-0" 9'-412" PATIO A/C 4'-71/2" 8'-1012" 6'-2" 6068I.G.D. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.9.1 FAMILY RM 9'-1"CLG. - 3'. 12' r aCP W 2868 HANDICAP _ ACCESS p 28m PDRi I° 8'-t'CLG. " L ° KITCHEN '3 - 76 0 REF L_ - - - O - io WI, 11'-7" 9• a -____ - --- 11 2868 SL2" SLOPING - --- 0 DP GARAGE 0 SENTRY 9'-1"CLG. SOFFIT, SEE EXTERIOR ELEV-01 9 20 SH 2'-112" T-6" 2-512' PORCH 8079SECTX)NAL CM w J � y O tti J: I� ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION �Is�er 'w J Q O J a J °C O Q O J LL W a SHEET NO: FL 1.9 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTRHMN 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, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAYER 1Y2" 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 (25 12"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 ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION LOT 120 ,_R OPT. ATRIUM DOOR 1/4" = 1'-0" AT 22"X34" LAYOUT 1 /8" = V-0" AT 11" X 1 T' LAYOUT C13 J f O x Q �J ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION ��;i�t�b•`od. T Z O H a 0 O Z a J a a o /\ x J LL W J a SHEET NO: FL 1.9.1 x C3 J � a Q H ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 120 12 12 5� �5 These drawings are the property of Starlight Homes and are not to be Utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER without permission from the builder. ©2023 Starlight Homes LAST REVISION 2ND FLOOR PL. HT. zNQFL_WM HT _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED Q? 2ND FLOOR FIN. FLR. 1ST FLOOR PL HT. WDWS AT END 1ST FL_WDW. HT _ _ _ _ _ _ UNII-CONDITION _ _ _ • V ! a q a ENTRY w FAMILY RM ! r • 4 LL O r m J - 170'-713/32' + 3 MAINTAIN MIN. 6'-3" HEIGHT AT FRONT . . OF WATER CLOSET 1ST FLOOR FIN. FLRcn ! �A,�iOE9b ram• 44Q,�� Co Z ,� BUILDING SECTION 'L' O J O W Cn 1/4" = V AT 22" X3a" LAYOUT 118" = 1'-0" AT 11" X 17" LAYOUT W J a SHEET NO: FL 4.9 I ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6" SOLDIER COURSE ES ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF 70 WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFNJALL INTERSECTIONS FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS FIBER CEMEM LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDSFIBER L12 CEMEM PANEL SIDING W/ 1X3 BATTS AT 16"O.C. (VINYL BOARD AND BATTEN SIDING)1X FIBER CEMEM TRIM OR EQUAL, U.N.O. SIZE AS NOTED FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED C'3 -w �f Its i LOT 120 N I ISSUE DATE: FVPON 2X1 06.01.2023 FOR BKT.116 16 6 REVIEW FASCIA 6- 16 FRIEZE REVISIONS: 12 12 2N0 FLOOR PL. HT._ 5� 2ND FL WOW. HT. 16 2 (7 E16 7 it' ¢ E15 6 12 2ND FLOOR FIN. FLR. _ _ 1ST . These drawings are the FLOOR PLHT._ — — property of Starlight 1sr FL HT. _ Homes and are not to be 16 6., s utilized for construction, or ®® copied in part or in whale 6 1s without permission from aLL 4• 1s °' the builder. ©2023 $ Starlight Homes LAST REVISION 1ST FLOOR FIN. FLR. i x FRONT ELEVATION 'L' U 1/4" = 1'-0" AT 22"X34" LAYOUT 1/6" = 1'-0" AT 11" X 1T LAYOUT �0�,api ®•��� ` d v 0 !s® ! f .s �.. s * =EGRESS f Q, ! ALL WINDOWS WHOSE OPENING IS LESS THAN 24'ABOVE 4 THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE x/�f WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 77H EDITION (2020) RESIDENTIAL.+ A .'', 6., Cn J 64 Z 2ND FLOOR PL. HT_ _ _ FASCIA _ _ _ _ O 2ND FL. WDW. HT. _ _ FE-IT ~ J x w W o J o N 2ND FLOOR FIN. FLR. _ _ - _ _ _ _ Uj 1ST FLOOR PL. HT_ 1ST FL WDW. HT. 13 4 m 1ST FLOOR FIN. FLR. SHEET NO: ,� REAR ELEVATION 'L' FL 5.9 1/4" = 1'-0" AT 22"X34" LAYOUT 1/e" = 1'-0" AT 11" X 17" LAYOUT CD w LOT 120 Q U Z O U a c COND o He PATK) i ❑ a ISSUE DATE: 06.01.2023 FOR REVIEW = _ -_--1.[[ WP�FIp �1; }�r[ �I g yF� WIC' 1 I REVISIONS: FAMILY RM i 131E L.o ITV AN AS II 1 REQUIRED PER ! 1 / Q •'; _ STATE AND d ��_ LOCAL BUILDING �; W� m coDE --'J g �• (• -'- _._r — `�{ y ) DISHWASHER ££ ° q�i r, y � I 4 �' 3 3� m 1 DISPOSAL q,• These drawings are the property of Starlight Homes and are not to be utilized for construction, or g a w I-p-y' E _ k 220.�iG I iL P \.,rt i[._IV \ l copied In part of In whole p m= 7T. i F Wa o o¢ "g ® — PDR \ �„ without permission from u ©20 3 the builder. S g Starlight Homes 2 w = a q.d 0 VP GFI" MICROWAVE I" G 7 iGfi • i HVAC SERVICE % El�lj 11 LAST REVISION a, PANEL ­,I L _ z ® ..w:: J TO I BA/ i ( I Ii �1' RECPUMP ©I SWITCH STANDARD ELECTRICAL BOX HEIGHTS R ^I e" O F REQ. _ ... TO uLIGHT/IABOVE I ELEC.�- I" SWITCH WATER HEATER ---T SERVICE PANEL kEXUE % BELOW - \\ / -- SIZE AND LOCATION YVtU j` LAST SAVED BY: r LIGHT IN ��y�T-� hh,r^-++[T-- ,I f PER BUILDERS ATTIC,' .�, GARAGE I; wAU CABNE E WHEN— '/^` „—:._h_...• ; \ i--._ / - I AND LOCAL OODES/ REQUIRED I r � - ELECTRIC METER \�-/� / TELEVISION .. I\• Y / KEYLESS $ BL.-D J jtN`'/ r"..N i R i " SERVICE BOX A, r _ o 1 �EILING� t-�C- g� a i�" t�� t.i I; /GFI DOOR A (€( r �, 1 I I (jj( OPENER @ E C3 tti s I 1 - 4 WP/GFI Tp cNIO,eVANr N Z S P 0 I H. NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES J OVER BATH CABINETS OVER KITCHEN CABINETS r, SECOND FLOOR PLAN TLT FIRST FLOOR PLAN U X 1/4" = 1:0 AT 22X34" LAYOUT = 1'-0" AT 11" X 1 T' LAYOUT 1/4" = 1'-0" AT 22"X34" LAYOUT = I'-0" AT 11" X 17" LAYOUT LU NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. Q—I-EXOUTLET © CHINES - PROVIDE AND INSTALL ARC FAULT CIRCUIT ¢ CEILNG MOUNTED INCANDESCENT \^/ GEEING FAN -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 0— w THERPROOFGFIDUPLEXOJTLET LIGHTFQTIlI1E PusHBurraN swRCH U�I.J�v (PROVDEADEOWTESUPPORT) , • ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0 - GROUN _f TCRCUR�ITERIIU'TER 110V SMOKE DETECTOfI WALL NOUITED INCANDESCENT ® HARDWREDANDNTEIi- - FANLIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS." DwLEzaurtEr coNNECTEO YFBAT y CEILING FAN WRH NCANDESCENT LIGHT FIXTIIIE BACKd — FIXTURE NN11,, - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINE ERED BY OTHERS. THE R HAlFSWRCHED DUPLEX OUTLET y RECESSED MCANDESCENT LIGHT FIXNRE COZ DErEcroR // IPROVDE AD—TE SWPOHTI f^P} OR CEILING MOLNIED LED FDRURE HARDWIRED AND INTER- C/ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ® � nav azo—T OUTLET (vP)-"FOR PRooF CONNECTED wi BATTERYBACKam - 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 (, EXHAUST FAN (VENT TO EXTERIOR) THERMOSTAT �® GAS SUPPLY WTTH VALVE REINFORCED JUNCTION BOX OT - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ ® TELEPHONE HOSE BIBS wAu swRCH EXHAUST FAT4EIGH To—) - ELECTRICAL CONTRACTORTO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. TDEZT HT (YE © TELEYSDN • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # I THREE-wnvsM H • ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. a �c,T. IN-wArER srue our 1F FLUORESCENT lXl1fT FpRURE ELECTRIC METER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ++ uR-wnv sv.IrcH ® Fa o EIECTRIOPANEL - PROVIDE POWER. LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: LOW VOLTAGE OUTLET -IFTEN INSTRUCTIONS. , TECH HUM SYSTEM i WALL SCONCE DISCONNECT SWITCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6 9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 B PROTECTED WITH ONE (1) LAYER 1/2" 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 (25 12"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 ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION LOT 121 1 2„ R I� FL 4.8 R 2 6'-2 3/4" 6.1 1�141 WALL OF ADJACENT UNIT, SEE COMPOSITE WALL OF ADJACENT UNIT, SEE COMPOSITE' DRAWINGS FOR r LOCATION DRAWINGS FOR e LOCATION 3050 SH 3050 SH II I II -EGRESS II I II. I II I I WIC OWNER'S I I 8'-1"CLG. I BED I - I I I 0. BA 8'-1" CLG c 2.412" 10'412" > I 2468 w - I 71/2" 5'-5,2" 3'-212" I O 5068 ON - C+42" ., 2d68 8 HVAC I m 14 VANITY C n n - ( LG. n WIC19n m N - 2468 9 2468 I 5'3 I.- 4'4312 T-10" 5'-10" 1 T I I BED 2 I BED 3 8'-1"CLG. I LF IL'EGRESS 'EGRESS WALL OF ADJACENT 1 5'-9" ono 73'-111/2" 4'-212"'-an 5'-9" WALL OF ADJACENT UNIT, SEE COMPOSITE 9'-8 12" 9'-11 12' UNIT, SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION ,9'41' LOCATION 7 12" 7 12" SECOND FLOOR PLAN ELEV 'K' 114" = V-0" AT 22-X34" LAYOUT 1 /8" = V-0" AT 11" X 17" LAYOUT III WALL OF ADJACENT UNIT, SEE COMPOSITE7 1 „ DRAWINGS FOR LOCATION 1 L 4.8 191-8" R 2„ VERIFY 9'-412" PATIO aC 4'-7 12" 8' 10 12" 6.1. 6068 .G.D. 3050 SH 3050 SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.8.1 FAMILY RM 9'•1"CLG. - 12" _- - z a a CP 2868 IW HANDICAP ACCESS _ r�,r� 2868 I PD R: I° �az_cio. KITCHEN I ,s O O REF - _ -__ _ p iv 77 SL11 OPING h - --- O r _-- UP --- GARAGE � � ENTRY 9'-1"CLG. SOFFIT, SEE ti EXTERIOR ELEV 9 20 SH 12" 3'6" 2'-512' PORCH 8070 SECTIONAL '-9 1/2 8'-0" ,� FIRST FLOOR PLAN ELEV 'K' 1/4' = 1 - AT 22"X3 ' LAYOUT 1/8" = 1'-0" AT 11" X 17' LAYOUT LOCATION IN FIELD ALL OF ADJACENT NIT, SEE COMPOSITE v RAWINGS FOR OCATION JI I WALL OF ADJACENT 7 1211NIT, SEE COMPOSITE DRAWINGS FOR LOCATION x C3 O I i�— r;/� ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION -t>"9ooS° r� is LINE OF •O ✓. 6 _ oe CLIPPED CLG. i d +/- 6'4" WALL HT. C3 - w J f � x Q H f� ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 121 12 12 a� �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. © 2023 Starlight Homes LAST REVISION �2ND FLOOR PL. HT _ zND FL. W. HT. _ _ _ _ _ _ _ _ _ _ _ _ BED 2 OWNER'S BED 4 m ®e N FLOOR FIN. FLR._ a 1ST FLOOR PL. HT. 1ST FL. WOW HT ENTRY 4 FAMILY RM _- MAINTAIN MIN. 17R@0'-713f37' 8'.8"HEIGHT AT FRONT i iffy r 1ST FLOOR FIN. FLR. _ OF WATER CLOSET ... ........ .._ ..... ..__ __ _... .... - _. _._ Z O 0 BUILDING SECTION X1 -� w r, 1/6" = 1'-0" AT 22"X:; LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT N W J a SHEET NO'. FL 4.8 LOT 121 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6"SOLDIERCOURSE 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 ROOFIWALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4.4 CORNER TRIM BOARDS E73 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 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 WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 2ND FLOOR P 2ND FL. WDW F E 2ND FLOOR F 1ST FLOOR P QiST FLWPA 1ST FLOOR F ,� FRONT ELEVATION 'K' 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 1 T' LAYOUT REAR ELEVATION 'K' 1/4" = V-0" AT 22"X34' LAYOUT ire" = 1'-0" AT 11" X 1T' LAYOUT t+� cz O ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION 4ilRe SHEET NO: FL 5.8 x C3 ID LOT 121 J i I- Q U 2 .... 00 WP/GFI @ w COND. O A/O a Hef PATIO i Ili ISSUE DATE: _�19 � 06.01.2023 FOR _/GFI 1. ,, —3�b �� REVIEW _ WIC 1 a ® I j REVISIONS: 1 i �fi ,1 N L� AN AS rr� ;t REQUIRED PER 1 VA... - STATE AND @:� �- �-� k LOCAL BUILDING a CODE These drawings are the property of Starlight a LL f 3 3 DISHWASHER AL "- A 0 � < i; KIT( HEN o s �zzI Homes and are not to be utilized for construction, or w) �y m ® 1 Po copied in art or in whole hout from z < ` n $3 .` e'.: CLC. wi p ermission the builder. ©2023 aJ a W o �, f, MICROWAVE GO w� VP"'t" GFI ,... r 'i_ " 7 a < Q g GFI 3 = O Y LL O >�.' I I t i HVAC SERVICE- Starlight S Homes o¢ ® � LAST REVISION REC. PUMP. C❑ ;. TO LIGHTS I CH/ + } IFREQ. ` ABOVE �I I K STANDARD ELECTRICAL BOX HEIGHTS 3 TO LIGHT/ \ ; O ITCH 30A ELEC. /J�/ " 7 KEYLESS - :` BELOW -' \ WATER HEATER �/ ` _ _ / SERVICE PANEL j t - SIZE AND LOCATION � LIGHT w �_ G (y—q� y— ,. GARAGE / -� I PER BUILDERS LAST SAVED BY: ATTIQ, 1v,�'; WHEN \ / i i; SPECIFICATIONS 3 i AND LOCAL CODES / REQUIRED — /—_ / —1 CABN - ;-''-----, :^- \I / °° s ELECTRIC METER TELEPHONE/ / I = TELEVISION KEYLESS i .1 /• '�i'�i SERVICE BOX i1I4-yI —1 ,.../ a I �EILING\ i N T ®I ® BF D f_)OPEDNER\\ JL �WP/GFI i3I !i / \ { 90• HM,NVANITV : 4 x BASE CARNET ^ � 2 I I t} 1 - . /}pl'y,�} ) I CARNET N n C F r t = i a J NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER IN SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN 'K' FIRST FLOOR PLAN 'K' Q OVER BATH CABINETS OVER KITCHEN CABINETS 1/4"=1'-0"AT22-X34"LAYOUT=V-0"AT11"X1T'LAYOUT 1/4"= V-0" AT 22"X34"LAYOUT =1'-0"AT11"X1T'LAYOUT U W NOTES: LEGEND: J • PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. 0 DIwLEzourLET © CH»AES - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS AFCI AS REQUIRED BY NATIONAL ELECTRICAL UGHTI MouNrEo NCArmEscENr CEINOFAN ( ) GFI WEATHERPROOF OF] DUPLEX OIRLET LKNR FIXRME PUSHBUTTp1 SWOCH (PROVpEADEOWTESUPPORT) tP ' CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. a GFl OgIXINOFAULT CNCURi1TERRlRTEq 1NIV SNOKE DETECTOR WALL MOUNTED NCMAIESCENT ® HAAM—ED AND MTER- CE[NG FAN WRM NCANDESCENT • FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED -SUITABLE FOR WET OR DAMP LOCATIONS." DwLEx aun.Er CONNECTED W/BATTER1 <\ LIGHT FIXTURE BACKaN " 11fiIR FIXTLAiE fi ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE IP NALFswTrcHED DUPIEz ounEr RE-11E1 NCANDE-ENT UGHT FIXTURE coz DETECTOR / (PROVDEAOEOWTE SUPPORT) - HA OR CEINO MOL O LED FIXTURE RDW D TAND INTER.- C/ CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ® HARNECTE (vv7..A PROOF IP �" zzo varOUTLET wi BANTER. - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY ­K-W NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q EXHAUST FAN I— TO EXTERIOR) THERMOSTAT _-® GAB SWPLY VATH VALVE O - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFIXiCED JUNCTKN BOX OT 11'' CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. + ® TELEPHONE HOSE 8M8 `MTCN �1. f WALL 9EX HAUST FANhIGHI COMDINAiION - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. ToE RORI (VENT © TELE.LSKN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. # a THREE-WAYSWRCH - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ® FWOBESCENT LIGHT FIXIUgE ELECT —METER � w IN`WATER STUB OUT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. d Fouq-wav swgcH v ELECTgK: PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S SHEET NO: , LOwvarAGEomLEr i wAa scoNCE WRITTEN NBTRUGTIONS. TECH NUS SYSTEM DISCONNECT SWITCH - PROVIDE AND INSTALL FL 6.8 LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. C3 — w J � C x Q H ISSUE DATE: 06.01.2023 FOR REVIEW LOT122 REVISIONS: 12 12 5� �5 These drawings are the property of Starlight ROOF TRUSSES PER STRUCTURAL ENGINEER Homes and are not o e utilized for construction, or copied in part or in whole without permission from — — — 2ND FLOOR PL HTt� 2ND FL. WDW HT_ the builder. © 2023 Starlight Homes = OWNER'S BED 2 m 4 BED LAST REVISION AR.ND FLOOR FIN. FL".y 1ST FLOOR PL HT. , ST SAVED � ®� a �, a d • ®•k ,lp•- T^6 P t A e - w a U t .. ? S i of J 1ST FLHT. w q z FAMILY RM ENTRY m a 0- O. " MAINTAIN MIN. 3 17R ®0' - 7 13l3T 6'.8" HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. FLR. BUILDING SECTION 'A' U 1"-0231 Cl) i- Q z o W W a ti SHEET NO: FL 4.1 LOT 122 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/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E75 FIBER CEMENT PANEL SIDING W/ iX3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E76 11X 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. r, FRONT ELEVATION 'A' 1/4" = 1' AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X IT'LAYOUT REAR ELEVATION 'A' 1/4- = V-0" AT 22"X34" LAYOUT 1/6" = 1'-0' AT I I- X 17" LAYOUT C'3 N � W �_ Q LOOR PL HT& ISSUE DATE: 06.01.2023 FOR FL. WDW. HT. REVIEW REVISIONS: )OR FIN. FIR n LOOR PL. HT. FL WDW. HT. These drawings are the property of Starlight Homes and are not to be utilized for construction, or OR FIN. FLR. copied In part or In Whole Without permission from the builder. (D 2023 Starlight Homes LAST REVISION Q a 'a .00R PL. HT. cf) a z z 0 J a � iOR FIN. FLR__/\ / O` J -OOR PL HL—jj� W 'L_WDW. HT. _L� lI x W J a ti OR FIN. FLR. � SHIFT NO: FL 5.1 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 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- BEUSED 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 70 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 INDEPENDENCY 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. VENT AT UNDERSIDE OF FRAMED ELEMENT. NOTES: 0 ALL ROOF DRAINAGE SHALL BE PIPED TO O 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. C3 LOT 122 Q ISSUE DATE: 06.01.2023 FOR 1 REVIEW 2- IGHT iRAKE REVISIONS: !w I I I ` AREA 1 li These drawings are the property of Starlight l Homes and are not to be i I . I utilized for construction, or s I copied in part or in whole I? I without permission from - I the budder. © 2023 ( I Starlight Homes I � t LAST REVISION �I ... RIDGE �� .. _... .., Lt : �Yti •Y ST EDjK- ofsofa ens. M1 i _LOMAN V I COPNER ., MANUFEIONS, - e ESL LOCATION PER BUILDER HE ROOF VENT CALC. ELEV. 'A' III ®e'LL I eIZ Name I Area I 1/300 RATIO AT HIGH & LOW 11150 RATIO AT HIGH & LOW I & AREA 1 646 SF 202.96 iM 405.92 ins F�''//^1�►iBa1 I ` I (h Q I; I Q a 1- J fL ' I O X W r, ROOF PLAN 'A' J U 1/4" = 1'-0" AT 22" X34" LAYOUT 1/e" = 1'-o" AT 11" X 1T' LAYOUT a SHEET NO: FL 5.13 C3 w J LOT 122 0 r Q U Z O y WP/GFI @ _ o A/C COND. a A� \}[jf HB WP/GF I I� ISSUE DATE: 06.01.2023 FOR ti.s.'-.: REVIEW g a E? € REVISIONS: LL x _ A RED `TV 3 t" 33 3£ ry € 08 FAN AS \ REQUIRED PER STATE AND y-g LOCAL BUILDING (i F > j CODE i ` ( g & �____ ._ m, Fi° / DISHWASHER These drawings are the property of Starlight Homes and are not to be s Jt GFI'. DISPOSAL o d G utilized for construction, Or w copied in part or in whole ®/zzovs _ \} MICROWAVE without permission from the builder. © 2023 $ tarlight Homes W z x VP �-'! SERVICE a X...... I { iQ ;;: .'." PANEL LAST REVISION TO LIGHT/ C FEREQUMP, ABOVE " �� +—i + STANDARD ELECTRICAL BOX HEIGHTS To LIGHT �, a = 3DA. ELEC. BELOW ? I. £ = SERVICE PANEL WATER HEATER / _ KEYLESS !I- C T ' f SIZE AND LOCATION _ ' V % LIGHT IN PER BUILDERS : 3 LAST SAVED BY: „__ ATTIC, - SPECIFICATIONS I " WHEN AND LOCAL CODES 1 wAu cAaw_._, ELECTRIC METER - -- REQUIRED \ TEEPHONE/ LN \ r [ TELEVISION �KEVLE55 E L0 SERVICE BOX �� /CEILING\ I T w GFI DOOR OPENER \ V < £ E�WP/GFI r m { y/� 3` °o-HIOH VANm 4 4 CABINET e+ BASE CABINET - ki i s E y {f V J PORCH i - Q a He __— NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN'A' FIRST FLOOR PLAN 'A' X 1/4" = V-0' AT 22"X34" LAYOUT = 1'-0" AT I I" X 17"LAYOUT 1 /d" = 1'-0- AT 22"X36' LAYOUT = 1'-0' AT 11" X iT LAYOUT W NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DwLEz ouTlEr © CRATES n - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ceLNG MouerEO INCANDESCENT 1 CELMG FAN wTaR WEATNERPIIOOF GFIDUPIEX OURET LIGHT FIXTTME PusmuFFoN SWTfCH R`N EADE—E SUPPORT) a CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES- (/ \v , - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. a°L GROUNDFAULL CNCURMERRWTER IRIVSMOIIEoETECTOR %� _ MOUNTED `CANDESCENT ® NMD WINED AND INTER. DUPLEX ounEr l�,r CEING FAN WITH NCANOESCENT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED -SUITABLE FOR WET OR DAMP LOCATIONS.- FocruRE CONNECTED W BATTERY BACKLP LIGIR FDOURE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE tP wv-FswrtCHEO DUPU I OU T y RECESSED wGNDESCENT LIGHT F°RNiE COx DETECTOR \ (PROVOE ADEGUAIE SUPPORT) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. S4^� OR CEIMG MOUHIEO LED F E HAR—ED AND INTER- V © 10° n0 var°urLEr (VPI -VAPOR PROOF CO-ECTEO WI SATTEA1 • 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. 0 E—ST FAN TO EXTERIOR) ­0 DAs SUPPLv— VALVE (VENT -PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFq AS REQUIRED BY NATIONAL ELECTRICAL OJ REINFORCED JUNCTION BOX OT THERMOSTAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. A ® TELEPHONE �E "S WALL SWIfCN ✓>V E%IUUST FAN�LM.M COMBINATION i - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. T� (VENT. EXTERIOR) TELEVISION - # HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. THREE —SWITCH - ALL ELECTRICAL 8 iN' WATER STUB WT AND MECHANICAL EQUIPMENT FURNACES. A/C UNITS. ELECTRICAL PANELS, SANITARY SUMP PITS, ( ® FLUORESCENT LIGHT FIXTURE ELECTRIC METER DRAIN TILE SUMP. AND WATER HEATERS) ARE SUBJECT i0 RELOCATION DUE TO FIELD CONDITIONS. J d TOOK -WAY SWITCH O ELECTRIC PANEL j� - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S LOW VOLTAGE OUTLET �{ WALL SCONCE NAHTECH Hue SYSTEM DMCONNECT SWITCH TEN INSTRUCTIONS. / B` SHEET NO: • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE �� 6B HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. x CM J � 0 Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 123 12 12 s� �s These drawings are the property of Starlight Homes and are not to be utilized for construction, or ROOF TRUSSES PER /- STRUCTURAL ENGINEER copied in part in whole without permission from the builder. © 2023 Starlight Homes 2ND FLOOR PL HT. _ _ ND FL WDW. HT. _ _ _ _ _ _ _ _ _ _ _ _ _ LAST REVISION �y; ►e..,,, OWNER'S BED 2 - BED p ND FLOOR FIN_ FLR_ _ _ _ _ _ - ' i' t 1ST FLOOR PL. HT. _ _ _ _ _ p . V a 00 1STFLWDWHT. LL U 4 2 Q ENTRY ; w + FAMILY RM 4 W ° ci m ti 4 m •`SS® 00 3 MAINTAIN MIN.- a 17R 0' - 7 13/32" 6'-6" HEIGHT AT FRONT OF WATER CLOSET 1ST FLOOR FIN. FLR_ _ — — 0 O BUILDING SECTION V J W r, 0 1/4" = 1'-0' AT 22`X34' LAYOUT 1/9' = 1'-0" AT 11" X 17" LAYOUT W a ti i SHEET NO: I FL 4.10 j r LOT 123 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/ 5/40 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED W = Llifl L1JwJ 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. � .2ND FLOOR P I J 2ND FL WDW 2ND FLOOR F 1ST FLOOR P. 1ST FL WOW 1ST FLOOR FI FRONT ELEVATION V U 1/4" = F AT 22"X34" LAYOUT I." = I I" AT 11" X 17' LAYOUT ISSUE DATE: 06.01.2023 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. ©2023 Starlight Homes LAST REVISION �. W&A " `tea 006 tad d� • � o � a y.® f... Urzp ' ' 00% 01"r 'k1r} ► e c e 0 r Z O ° J a Q I J W W J a ti SHEET NO: FL 5.10 x LOT 123 0 Q U W Z Z '^ V+ WP/GFI CM A/C COND.° AC a ISSUE DATE: He PAT0 /' WP/GFI 06.01.2023 FOR REVIEW f� " WIC i0D REVISIONS: \FAMILY R \y ; BED TV11 AN ASRED REQUI a*t"1 ai STATE ANDPER These dfaWIOQS are the Starlight LOCAL BUILDING ��;- i C CODE ) i DISHWASHE D SPOSAL /`.: r \ o s zzo c \ property of Homes and are not to be utilized oconstruction, r copied Orin whole i d inwithout T w ® i € m Q I � r'�i permission from the builder. ©2023 ��.--� LLwIX � m 1' a= \ . � � r�® GFI �• "` MICROWAVE '— � VP � � Starlight Homes W ( i GFI r 3 € a � I GFI + I .VAC SERVICE i 11 .; PANED --�— LAST REVISION �ti. /,[ ....,..0� ®(II } i l� / ' i j �, Vy REC. PUMP (' TO LIGHT/ I ( 1� IF RED. i 3 BCE LAST SAVED BY: STANDARD ELECTRICAL BOX HEIGHTS` - . TO LIGHT/ 4 V i 44 .SWITCH 30A. ELEC. ��`) KEYLESS BELOW ,' \ WATER HEATER / ,o--' SERVICE PANEL SIZE AND LOCATION IN LIGHT �� s„ G C-� •I TIC. �.3Y,i3r"..-fit_. / ' PER BUILDERS GARAGE EN SPECIFICATIONS AND LOCAL CODES/ WAIICABNE ;REQUIREDELECTRIC METER g € 13� / \ / TELEPHONE/ t // I 4 4t -•_.� \ / TELEVISION o -� �. KEYLESS SERVICE BOX Ln r EN rR\r $ D -3 i � N CL �. i \ /\ CEILING # / GFI DOOR A u, o LS I€ / OPENER \ i "E€(E a LL 3 < Q i '\ �.. T 0) - i I / \ WP/GFI— I oa• HIGH vAHm M i i i CABNET n I PIC NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES J OVER BATH CABINETS OVER KITCHEN CABINETS ,� SECOND FLOOR PLAN V FIRST FLOOR PLAN V 22"X 1/4" = 1'-D" AT 34" -0 LAYOUT = 1'" AT 11" X 17" LAYOUT U 1/4" = 1'-0 AT 2Z X34" LAYOUT = v-o- AT 11" X lr' LAYOUT X W NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DuvlEx ourTET ® CHNES q - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL cEILNO MouNTED NCANDEscENr �U cEencFnn WEATHERPROOF cFlauvLEx—ET UGHT FIXTURE vusHBU m swtrcH —ADEQUATE—AT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. \ V , - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. ,ry, GROUNDSAULT cn ff—RRUKER nov sMOKE DETEcroR 1{ GFI WALL MOUNTED RiCANDESCEM ® wD E0 ANO NTER- K} DUPIEXOUrLET CONNECTED WIOATTERV GEEING FAN WR'H INCANOESCEM - C..EC FAN/LIGH7S IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS:' LK3HT FDcruRE BACK-uP LIGHT FD(TIIRE �� - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (I' HAIL —CHED DUPLEX —ET y RECESSED NCANDESCENTLIGHT FO(TURE CO20ET.T- \ (PROVIDE ADEQUXTE SUPPORT) CONTRACTOR {4`} oR CEILING MOU DMD FIXTURE HARDWIRED AND NTER-V SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ® my t20 VOLTOIITLET IVP)—ORPROOF CONNECTED W/BATTERY - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY ." IP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O Q —UST FAN (VENT TO EXTERIORI THERMOSTAT �® GAS SUPPLY WIM VALVE REITFORCED AMCTIIXI BOX OT • PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED ByNATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ ® TELEPHONE —+re HOSE e66 WALL swTrcN EXIUUST FAHAOMCOMBNATON - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENT To EzrERaR) © rELEVLsan - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. t3 THREE-WAY SWRCH - 8w 1N' WATER STUB OUT ALL ELECTRICAL AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS. i a FLUORESCENTLONT FD(rURE o ELECTROMETER DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. > a FouR-wAv swrtcH ® ELECTRO PANEL - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S PROVIDEPOWEXS. SHEET N0: , Low VQLTAGE IXTTiET WAUSCONCE TECH.8—m. D—NECT SWUCH - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE �� �. O HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 B PROTECTED WITH ONE (1) LAYER Vr 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. /2" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22'. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12"X54" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS LOT 124 OPT. ATRIUM DOOR 1/4" = V-0" AT 22"X34" LAYOUT IM" = 1'-0" AT 11"X 17' LAYOUT WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION x CM J F 0 i Q F� ISSUE DATE: 06.01.2023 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. ©2023 Starlight Homes LAST REVISION S a � e nJ O:a Q� a ' e N Q a F— O O z a J a Q O xJ /\ 1L W J a ti SHEET NO: FL 1.2.1 x - N W J � 0 I� ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 124 12 72 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. © 2023 Starlight Homes 2ND FLOOR PL. HT. 2ND FL. wow. HT. LAST REVISION OWNER'S BED 2 m 4 BED Y- 2ND FLOOR FIN. FLR. — 1ST FLOOR PIL HT. £' - 1ST FL. VI W. HT. Q a41T' • a FAMILY RM _ ' w ENTRY m m � m � MAINTAIN MIN. � �' { 3 17R 0' - 7 13(32- 6'-0" HEIGHT AT FRONT OF WATER CLOSET _ 1ST FLOOR FIN. FOR BUILDING SECTION 'B' �®8® r f O I y } o 0 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17LAYOUT W W Q N X W 1J a ti SHEET NO. FL 4.2 LOT 124 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/ 5/4z4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4.4 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 T1 7. 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 GREA72" ABOVE THE OUTSIDE WALKING SURFACE MUSTWINDOW OPENING CONTROL DEVICES COMPLYINGFLORIDA BUILDING CODE 7TH EDITION (2020) RESI FRONT ELEVATION 'B' 1/4" = V-0" AT 22"X34" LAYOUT 1R" = V-0" AT 11" X 17" LAYOUT REAR ELEVATION 'B' 1/4" = 1'-0" AT 22"X34" LAYOUT I18" = 1'-0" AT 11" X 17' LAYOUT x c3 _j� 0 � x I— �r, � ISSUE DATE: V 06.01.2023 FOR REVIEW REVISIONS: FUR. L. HT. ✓ HT. These drawings are the property of Starlight Homes and are not to be Utilized for construction, or FUR n copied in part or in whole V without permission from the builder. 02023 Starlight Homes LAST REVISION v • a' . t� • !!! z _OOR PL HT. /� L-WDW. HST. V ,^ m N Z O O J a FOR FIN. FLR. n J _OOR PL. H.T, & L_WDW. HT. Il X W LLI a ti FOR FINFL SHEET NO: FL 5.2 ROOF VENT CALL. ELEV. 'B' Nazne Area I— RATIO AT HIGH 6 LOW 1/150 RATIO AT HIGH 8 LOW AREA i 946 SF 202.96 irk 405.92 irk 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 1-PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REQUIRED. THE REQUIRED VENTILATION SHALL BE MAINTAINED. PROVIDE INSULATION STOP GENERAL CONTRACTOR SHALL VERIFY THE NET FREE SUCH THAT INSULATION DOES NOT OBSTRUCT VENTILATION OF THE VENT PRODUCT SELECTED BY FREE AIR MOVEMENT AS REQUIRED BY THE OWNER. VERIFY WITH MANUFACTURER OF HIGH AND LOW BUILDING OFFICIAL VENTS TO BE USED FOR MINIMUM CALCULATED VENTS REQUIRED. THE REQUIRED VENTILATION SHALL BE ALL OVERLAP FRAMED ROOF AREAS SHALL MAINTAINED. PROVIDE INSULATION STOP SUCH THAT HAVE OPENINGS BETWEEN THE ADJACENT INSULATION DOES NOT OBSTRUCT FREE AIR MOVEMENT AS ATTICS IN THE ROOF SHEATHING (AS ALLOWED REQUIRED BY THE BUILDING OFFICIAL. BY THE STRUCTURAL ENGINEER) TO ALLOW PASSAGE AND ATTIC VENTILATION BETWEEN ALL OVERLAP FRAMED ROOF AREAS SHALL HAVE OPENINGS THE TWO OR ISOLATED ATTIC SPACES SHALL BETWEEN THE ADJACENT ATTICS IN THE ROOF SHEATHING BE VENTED INDEPENDENTLY TO MEET 2020 (AS ALLOWED BY THE STRUCTURAL ENGINEER) TO ALLOW FLORIDA BUILDING CODE. PASSAGE AND ATTIC VENTILATION BETWEEN THE TWO OR ISOLATED ATTIC SPACES SHALL BE VENTED PER DEVELOPER, AT ALL CANTILEVERED INDEPENDENTLY TO MEET 2020 FLORIDA BUILDING CODE. FLOORS. CANTILEVERED DECORATIVE PROJECTIONS, AND ANY DOUBLE FRAMING PER DEVELOPER, AT ALL CANTILEVERED FLOORS, PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING CALCULATIONS SHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE A CONTINUOUS 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 124 NJ ROOF PLAN 'B' 1/4'=1'-0"AT 22'X34"LAYOUT 1/8"=V-0"AT 11"X 17"LAYOUT x Cz - N W Cn ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION e, �6it ••`�`�P a `+ ®LAST SAVES LL o �ece h �t m r fn Z a 0 J a J LL O Q O cr W J a SHEET NO: FL 5.13.1 CM �LOT 1 _j 2 0 z z 0 �0 6 WP/G I@ A/C COND. vi A/C PATIO He ISSUE DATE: w,,G,, 06.012023 FOR REVIEW REVISIONS: FAMILY RM �OWNER'S -G, lLol. BED �Tv • TVA; 0 FAN AS REQUIRED PER STATE AND QA C " LOCAL BUILDING CODE DISHWASHER These drawings are the property of Starlight Homes to be 0 GFI DISPOSAL ! TCHEN and are not utilized for construction, or �j copied in part or in whole !2 !2 (C>/220V PT.) R without permission from the builder. @ 2023 o VP GFIrT, MICROWAVE CFI t. SERVICE — PANEL Starlight Homes 0 7, LAST REVISIONj BA 2 1�. L1TCIHT1 7 R EFC ;w IF REQ. Q 0 STANDARD ELECTRICAL BOX HEIGHTS TO LIGHT/ ........ . SWITCH ABOVE 30A.ELEC. . E WATER HEATER BELOW KEYLESS I * " SERVICE PANEL SIZE W I c, tZE AND LOCATION LIGHT IN ATTIC, CHI i �j WHEN,, PER BUILDERS GA R A Gi L SPECIFICATIONS AND LOCAL CODES f SAV 9 1E.U'.ED 71, ELECTRIC METER TELEPHONE/ TELEVISION SERVICE BOX EYLESS ENIRY C) BE-D 2 PC /C EILING\ GFI DOO OPENERR E W H4H "N —T —T WP/GFI TWPIGFI Cl) CARNET to b 4 7 PORCf�, z ------------- SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN'B' FIRST FLOOR PLANB' r, I/ A�T22X�: LAYOUT i (D x = 1'-0'* AT 11' X 1 71LAYOUT 1M"= 1-;�AT 22"X34�'LAYOUT = 1`0" AT 11 X 17" LAYOUT W NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEXMTUET — (� MR.— �EB�ENT /1* CEILM FM CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. �A�.ROOFGF-- LIGHT —RE BW-IP—KHE -E— —1 • ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. -M GROUH-AULI W—E—TEI D—a OUT.T H".%B---E0O ­T- ANO INTER <\ .EILXxi FA. —H -A.E.— 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 —,$WCHEO OUPUEX —T ON.ECTEO UGHT FUTURE B—P UU—UTUHE y REIEIIEI INCANIE—HT LIGHT F-URE B.—TI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT, OR —M MOUNTED —FIXTURE 002 DETECTOR — -- zrorVOLT �T 220 (VP) - V— PROOF E) CONHECTE—BATTERY PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY BACKLP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. O O E USTFAN (WNTT.EX .M) �� GAD SUPPLY WH VALVE PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL REINFORCED ­T" --TAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. TELEPHONE • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. A BWH UHAUSTEF—LIGHTCO�BMMN (WNT TO XTERM) TELEVIBION SHEET NO EIVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. J, THREE— SWCH AND MECHANICAL EQUIPMENT FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, (E—TRIC ETE. ALL ELECTRICAL FLUORE—TUGHT—E DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. f4 C= FOUR— B- 0 ELECTRIC PANEL PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURERS -W — OUT-T WLLL SCONCE TECH HUB B,S�m D�ONNECT —H --E .6 FL 6.2 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. 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 PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGE4iOUSE 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 EOUIPMENT BUT NOT LESS THAN 30'7.22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12")(54" 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 MANUFACTURER'S WRITTEN INSTRUCTIONS 1 It L 4., 2" 9 8' WALL OF ADJACENT UNIT, SEE COMPOSITE 6'6 1/4" 6'-2 3/4" DRAWINGS FOR =� LOCATION I� I 3050 SH 3050 SH III: 'EGRESS I I I I I I OWNER'S WIC BED S'A" CLG, _ 6'-1" CLG. I ' (, I O. BA 8'-1"CLG. 10'-4 12" 2'4 12" o z /Z e < 1�°/� > 2468 DN (� --Q„ S-212" 5'-512" _ 71/2` I. " 2468 n CKI HVAC L" C � VANITY 14 w 2'.3 12 1•-0 BA 2 � n n 8'-1" CLG -- -- w 2068 Z m I m = 24M I 31-10" 4'-8 12" 5'-3 12" _ BED 2 \ BED 3 8'-1"CLG. I J I� 'EGRESS -EGRESS WALL OF ADJACENT 7'-10" ... L 12" UNIT. SEECOMPOSI'�_ T-10" 9'-11 12" 1'-1012" 9'-8 12" DRAWINGS FOR LOCATION 7 12" SECOND FLOOR PLAN ELEV 'N' 1 /4" = 1'-0" AT 22"X34- LAYOUT 16" = V-0" AT 11" X 1 T' LAYOUT LOT 125 L 4.1 VERIFY 2" LOCATION IN FIELD WALL OF ADJACENT UNIT, SEE COMPOSIT� DRAWINGS FOR LOCATION I I I I. LINE OF - CLIPPED CLG. WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATION 9'4 12" 10'-0" 3 12" PATIO A/C 8'-1012" 4'412" SH 3050 SH 6068 S.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.11.1 FAMILY RM 3'-612" 3'-9 1/2" 9'-912" Z612' - � z a 2868 DYT HANDICAP PDR I2868 _ ACCESS °I ° _= KITCHEN °I ° - 3 ====c= m Ob O ---� WH 11'-7" *42" 11 SLOPING 2868 UP " GARAGE 0 ENTRY 9'-1"CLG. `8 SOFFIT, SEE 9 EXTERIOR ELEV 20a0 "SH PORCH 8070 SECTIONAL 6'-0" 11" I'-9 12' 8'-0" 1'6 12 8'-1" 1 V-7" 19'6" 7 1/2" FIRST FLOOR PLAN ELEV 'N' 0 1/4" = 1' AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT x G3 I Q ISSUE DATE: 06.01.2023 FOR REVIEW REVISION e These drawings are the _ property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole N without permission from the builder. © 2023 Starlight Homes LAST REVISION y;s+a4 is sR sof C. 4 ` ON - e tra N J# Cn z J O a J o Q O LL W a SHEET NO: FL 1.11 FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATKN, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAVER i/2" GYPSUM BOARD. GARAGE/HOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAVER 5/8"TYPE "f(" 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 70 REMOVE LARGEST PIECE Of EQUIPMENT BUT NOT LESS THAN 30"X22^. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 12"X54"SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 18 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS WALL LEGEND = C'3 BE + N � W FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION ------ O STONE VENEER DRYWALL OPENING HEIGHT _ AS NOTED ON PLAN Q BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or LOT 125 copied in part si in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION 10'-0" 3 12' PATIO I?pST S*ED 51-8" 4'-712" -Fa A��•• sego y i A P OPT. ATRIUM DOOR '" J ,D 1/4" = V-0" AT 22"X34" LAYOUT VW = 1'-0" AT 11"X iT' LAYOUT ®® a O O z a J Ja Q °O \/ J LL J a ti SHEET NO: FL 1.11.1 x CD - N J E o Q T— ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: LOT 125 12 72 s� �s These drawings are the property of Starlight Homes and are not to be ROOF TRUSSES PER STRUCTURAL ENGINEER utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes 2ND FLOOR PL. HT. 2ND FL. wow. HT. LAST REVISION = OWNER'S - BED BED 2 Al _ 2ND FLOOR FIN. FLR. W r _ 1ST FLOOR PL. HT — — — _ 1ST FL WDW. HT. .a .a Z _ ENTRY a Y - U m 4 m i9 LL a. $ '✓®t N MAINTAIN MIN. 3 17R 0' - 7 13/3Z' 6A" HEIGHT AT FRONT OF WATER CLOSET ' _ 1ST FLOOR FIN. FLR. BUILDING SECTION 'N' c�a® RCi �{ • _ _ p O J U W N " AT 2 'X34" LAYOUT 1 /8" = 1'-o' AT 11" X 1 T LAYOUT W J a SHEET NO: FL 4.11 I ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE if-5 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 BAITS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN. SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ZI THE FINISH FLOOR AND WHOSE OPENING ISGREA72'ABOVE THE OUTSIDE WALKING SURFACE MUSTWINDOWOPENING CONTROL DEVICES COMPLYINGFLORIDA BUILDING CODE 7TH EDITION (2020) RESI RIGHT ELEVATION 'N' 1 /4" = V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT LOT 125 2ND FLOOR P . HT. _ 2ND FL. WDW. HT. _ mq 2ND FLOOR FIN- F R. _ 1ST FLOOR PL HT. _ 1ST FL WDW. HT. _ 1ST FLOOR FIN. FLR. FRONT ELEVATION 'N' 1/4" = V 0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 1 T' LAYOUT REAR ELEVATION 'N' 1/4" = 10AT 22"X34" LAYOUT 1/8" = 1'-O" AT 11" X 17" LAYOUT x C3 J f O I Q ll— Cn ISSUE DATE: 06.01.2023 FOR REVIEW REVISIONS: _OOR PL HT. -L. VJDW HT. /1 IQR FIN. FIR.AM� I- _OOR PL. HT. These drawings are the LwDW. H7. property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes )OR FIN. FLR. LAST REVISION •1 6269869066, s �s° LAST SAVE w �+ L!J ..A r ...0 N LOOR PL. HT. & FL_WDW HT. & XOR FIN. FLR... j\ LOOR L. H7 FL_WHT DW. . /� )OR FINFLR:_-L� r+bra a r. '^ Z 0 O J a a w w x W J a SHEET NO: FL 5.11 C3 _j� Q ISSUE DATE: LOT 125 06.01.2023 FOR L4, REVIEW 2" TIGHT REVISIONS: RAKE !� AREA1 ,f i jl I I' I; �I These drawings are the property of Starlight se ! Homes and are not to be utilized for construction, or copied in part or in whole j without permission from the builder. © 2023 Starlight Homes 1 i fi 1 LAST REVISION I j �;'Y►zi' �frgo�� - (RIDGE f:°tAST S�p vim. f t 1 L0 ST C J I, 1 N v l ®® r oil Steve OF VENT CALL. ELEV. 'N' Name Area 1l300 RATIO AT HIGH 8 LOW 1/750 RATIO AT HIGH 6 LOW I j �l ♦1 ►1 R A _ , x A F' :•+`f AREA 1 846 SF 202.96 W 405.92 in= j i �� 1 LOMANCO 770-D. INSTALL PER I V ♦ �' Z MANUFACTURER INSIAUCTIONS, Z I': 1 J 1 l a I i J LL O I; I I; I W J ROOF PLAN 'NI a ,� 1/4" = 1`0" AT 22"X36" LAYOUT 1/8" = V-0" AT 11"X 17" LAYOUT SHEET NO: FL 5.13.10 1 /150 RATIO: 1 /300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE 70 THE 1/150 RATIO LISTED. THE NET C3 w J f GL x LOT 125 z a - to ti WP/GFI ac A/c COND. r PA 110 HB �I WP/GFI ISSUE DATE: 06.01.2023 FOR v1i A REVIEW S2 w g WI c REVISIONS: ®� OWNER'S� BE6 ►TV \ FAN AS REQUIRED PER STATE AND \ { J+A / j k LOCAL BUILDING' a - s CODE /-� _ �'' / �d i I -�-` DISHWASHER These drawings are the property of Starlight Homes and are not to be 9 s g � m � � I ,�� \ DISPOSAL j KITCHEN utilized for construction, or in in wad _a m � � �/-- I � L J': - copied part or whole without from w m � ¢ � 0 � � r ® �• . � / � (y i i� R "r � � � I permission the builder. ©2023 J Q I MICROWAVE Starlight Homes F {{ I rr HVAC (` 11 PSERVIC ANEL E L� ;® LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS I TO LIGHT/ ' SWITCH +% �. TO LIGHT/� — C— AEC. PUMP, 2 SWITCH =; ABOVE a : t IF REO. -d - - s ' r= BELOW KEYLESS yyV i(W✓ SERVICE PANEL I f `" WATERHEATERI SIZE AND LOCATION -' \ r LAST SAVED BY: LIGHT IN PER BUILDERS ' I \ (;A� / ATTIC• WHEN _ y SPECIFICATIONS I wAu�A. -' 1i4\ -_ REQUIRED AND LOCAL CODES ELECTRIC METER - / TELEPHONFJ TELEVISION SERVICE BOX / / v KEYLESS o 3-? ._. i.i CEILING OFPE ER \ i a I€f / I !3 Lin r Z M HpH VANRY '. 4 �j BASE CARNETcn I . IL a - — - — - — - — - — NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES r, SECOND FLOOR PLAN FNF FIRST FLOOR PLAN FNF Q OVER BATH CABINETS OVER KITCHEN CABINETS 2 va"_1'-0"AT22"ZLAYOUT =r-0"AT11'X1T'LAYOUT 1/4"=1'AT22"X3'LAYOUT=V-0"AT11"X17"LAYOUT X LU NOTES: LEGEND: J - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. • PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL 0 DUFL OU LET wP.cN wEAn1ERPRooF GFl DUPLExourLEr © GFINH * CEILING MOUNTED NCANDESCENr%�J\/\/j LIGHT FMTUIIE PUSHBUTTON SWITCH `% CEt1NG FAN ADEOIMTE SUPPORT) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {j V (PROVIDE 1 - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. On GROUNDfA1RT CNCURi11EflflUPTER DUPLExO—T I IOV ED DETECTOR yyyL MOUNTED NGINDEBCENT ® HARD E ANT CT R- CELND FAN WRH INCANDESCENT - FANAJGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS." • ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS, THE }L 11. HALFSWIrCHED DWLE%OUTLET LIGHT FDmMIE CONNECtED W SATTERY BACKUP y RECESSED INCANDESCENT LIGHT FDRURE coz oETEcrOR C-0200 IJGW FOOVRE (PROVIDE ADEQUATE SUPPORTI CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. i^P} OR CEI NO MOUNTED I.EO FDOVRE EO AND LATER. ® - MI 220 VOLT OUTLET (VP) • VAPOR PROOF CONNECTED V//BATTERY 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 O REINFORCED JLNCTK)N BO% BACK-w 0 E—ISTFAN (VENT TO E RIORI OT THERMO—T t 0 GAS SUPPLY WRH VALYE CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # wAu swlrcH ® TELEPHONE HosE eee • ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. E%HAUSi FAwucHr coMBNArDN TO—ERHMi) - (VENT © rELEVLspN HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL # o THREE-wnrswrtcN 8 y IN- WATER STUSOW 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 —EN INSMIJOTbNS. } 12 FOUR-WAYSWTrCH Low varAGE ourLEr / ELECTRIC METER ® FLUORESCENT LKHR FIRE v ELECTRICPANEL recH Hue sysrEM i DSCONNECTSWRCH wau SCONCE SHEET NO: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.1 � HARDWIRED.INTERCONNECTED AND PROVIDE BATTERY BACKUP. Cz / O7 11 OT 1 OT 121 OT 1 OT 123 i LOT 124 i LOT 125 J f I I I Q. li— BUILDING KEV ISSUE DATE: 13s•6' 06.01.2023 FOR 312" 101-0" 9'-1" 51/2 I M. 10"0" 9•-612" 12" 10'-0" 91-1" 512" I 9'612" 10•-0" 512" I 12" 1 REVIEW REVISIONS: I I I I I 1 I I I I zl 1 " I 4 PATIO SLAB w g I w o PATIO SLA13 4 i" a I I s PATIO SLAB a m "PATIO SLAB ¢ 1 e a g ;;; O I I These drawingsre the 3.._....... :.-_._._.�.�. .. 19'4 1/2" 20'-11" 20•-11• o �7 Starlight P p "9ht PLAN 1386 I- _-', PLAN 1386 �,_ Homes and are not to be Homes utilized for construction, or PLAN 1386 LOT 120 I ilI { PLAN 1386 II` LOT 122 1 Ii copied in part or in whole without permission from the builder. © 2023 LOT 119 �! ELEV LR 1I 3 LOT 121 I!!I { (I ` ELEV A 1 l t € !, Starlight Homes s 1 ELEV OR iv III _ I� ELEV KR � If I .,5a I LAST REVISION N -Ili , N. I w I' I a• r VAV�! F { 11412" 7'61 11'-5" 76" :. f ` 11" 7'6" o 1 a I Et _ 1 0it 110 v T _ {{ 10'-7 12" ::._ "'..'_. - 1o•a 12" 1 J ... ...... .. _.; I I .a`irz• �� ff+l��a' 10'-712'• 1rz' . 1 1 Is I} I I1t Q r a f j li GARAGE ;�I GARAGE �} W r W GARAGE " illlg m SLAB i GARAGE ll ;' SLAB i , `,€; J r w = �;i �! I I II{I a (/� SLAB a 1; SLAB a 1 W ( !11 a IM I' �l a I; 4 �l 1} p 91 !- 8'-4" i'-71/2' 11' 6'-0" 1'-0" 8'-0" 1'-712" 11" 6'-0" 1'-2" 8'-0" 1'-712' 11" 6•-0" 1012" 6'-0" 11" 1•-712" e'd" 1'-712" 19'-412" 1012" 16'-11" 512"I 1 101/2" 1 101r, 19'-1'• 71/2' 512" 1/2" 51/2" 712" 1/2" 51/2' 1396" ,� SLAB PERIMETER PLAN 7-PLEX SHEET NO: 1/4" = 11" AT 22"X34- LAYOUT 1 B" = 11-AT 11" X 11 LAYOUT AO.1 512" 1 9'-612" 1210'" 9'1/2" 10'-09'-1. 10'-0" 3 1 I 1 I I I I zl I I I I I F— ACM_ _j2 ac ISSUE DATE: 06.01.2023 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. ©2023 Starlight Homes LAST REVISION a o SAVED a �y� � 0 — y I� ei O90w � N Q r z J W `' m J LLI a cn W I` O 2 W J a m a m SHEET NO: AO.1.1 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 HOUR 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 r, FIRST FLOOR PLAN 7-PLEX 1/4"=1'-0" AT 22"X3 "LAYOUT 1/8"=V-0-AT 1 V X 1T'LAYOUT Td TRANSFORMER *ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK CM rn J � O 2 Q f� ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION SHEET NO: A1.1 IN NOTES: REFER TO FIRE PROTECTION SHEETS FOR ALL TYP PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVAT TYPICAL NOTES AND DIMENSIONS NOT SHOWN HEF THESE COMPOSITE PLAN ARE FOR REFERENCE ON REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BI AND PAD HEIGHTS. 0 FIRST FLOOR PLAN TPLEX 114" = 1'-0' AT 22"X34' LAYOUT 1/8" = V-0" AT I I" X 17" LAYOUT "ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK 0 E-- G3 w J � O 2 Q ISSUE DATE: 06.01.2023 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. ©2023 Starlight Homes LAST REVISION d s w C5 w �0000 o m� tie' a ri Z X p� a W r J a J r ¢ O ILL J CO) Ir LL SHEET NO: A1.1.1 FIRE PARTITION/ �ii%/% N NOTES: / /' CM - REFER TOFIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. OT 119 /-OT 121 OT I OT 123 LOT ,24LOT 125 J f OT 12 0T1 I1 2- HOUR DWELLING O REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL I 2 TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. I 1 THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS F� AND PAD HEIGHTS. ®- SEWER CONNECTION BUILDING 14=V W ISSUE DATE: 06.01.2023 FOR 139'-8" 191-8" 2" I 2" 19'A" 7' , 2" 19'-8" 2" I 2" 19'-8" 2" I 2" REVIEW i Z I REVISIONS: i i I QI I I I I 1 I I I I 1 I -I These drawings are the ..- .... property of Starlight 1 I Homes and are not to be 1 utilized for construction, or PLAN 1386 PLAN 1386 i copied in part or in whole 1 I without permission from PLAN 1386 l LOT 120 PLAN 1386 LOT 122 iI 1 ; the builder.©2023 „ 1 Starlight Homes E LOT 119- I ELEV LR j LOT 121 ELEV A I I. I LAST REVISION ELEV OR -_: - ELEV KR _ � x 1 i — t E p# , 00 3 Ul f j r , { , i Ll { } �:::::: UJ cc IL z o ? I LU U J I I 1 . 0 4 I N _.... 4 I II I 1 I 2" I 19'-8" 1 2" 2" 2" 139'-8" SHEET N0: SECOND FLOOR PLAN 7-PLEX ,A2.1 U 1 /4" = 1:-0 AT 22"X34" LAYOUT-0 I.- = 1'" AT 11- X 11 LAYOUT NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. 2- HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW -WATER CONNECTION _ REFER TO CVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®/ - SEWER CONNECTION SECOND FLOOR PLAN TPLEX 1/4" = 1'-0" AT 22"X34' LAYOUT 1". = 1'-0" AT 11' X 1T' LAYOUT S C'3 - N W J f O I Q il— ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION .4� as -� «s •CAS � y Oo e. c� Q Q X a W r ¢ O (L Cl)J ° LL O z J 0 w SHEET NO: A2.1.1 PLAN 1386 i PLAN 1386 PLAN 1386 LOT 119 LOT 120 LOT 121 ELEV OR ELEV LR ELEV KR 0FRONT ELEVATION TPLEX V4" = 1' AT 22"X34" LAYOUT IM" = 1'-0" AT / 1" X 1 T LAYOUT W CM -w OT 122 LOT 124 !� OT 123 I LOT 125 f O I I Q H BUILDING KEY ISSUE DATE: 06.01.2023 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. 02023 Starlight Homes LAST REVISION .y'1 u'if3eiauc Cli yy � C� ' O r � f9 sp9 l�P/ifm" x Qa w X W r z J g M CIO 1` O W J J w SHEET NO: A5.1 c i PLAN 1386 PLAN 1386 i PLAN 1386 PLAN 1386 LOT 122 1 LOT 123 LOT 124 LOT 125 ELEV A ELEV MR ELEV B ELEV N FRONT ELEVATION 7-PLEX 1/4" = 1'-0" AT 22104" LAYOUT 1/8" = 1'-0" AT 11" X 1 T LAYOUT x cm J O � s Q cn ISSUE DATE: 06.01.2023 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. 02023 Starlight Homes LAST REVISION 'g A zics LAST SAV co 4 ` C) • 8 888/RRR� X LU r J a X � � W T z aCl) r` OLU J W 011111111111 COn-1A BEYON PLAN 1386 1 LOT 122 ELEV A PLAN 1386 i PLAN 1386 PLAN 1386 LOT 121 LOT 120 LOT 119 ELEV KR ELEV LR ELEV OR REAR ELEVATION 7-PLEX 114" = V T AT 22"XZ LAYOUT 1,8" = 1'-0" AT 11- X 17" LAYOUT x C3 N J i 0 � x Q H C4 ISSUE DATE: 06.01.2023 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. ©2023 Starlight Homes LAST REVISION If91ai1.B%" _ LL G) r .0goes" • a, �frof0 %'W �T � J a x C W T O om Cl) F- I` O w J IL SHEET NO: A5.1.2 l-WALL OND PLAN 1386 PLAN 1386 PLAN 1386 PLAN 1386 LOT 125 LOT 124 LOT 123 1 LOT 122 ELEV N ELEV B ELEV MR I ELEV A r, REAR ELEVATION 7-PLEX 1 /4" = 1'-0" AT 22"X34" LAYOUT IM" = 1'-0" AT 11' X 1 T' LAYOUT s C3 J i O I Q ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION 5 j c`V O o LU 0 • ® z N .o rc � CR o'• Ad;!,10 1>11e t Q a X C6 r- W r J z g I` O w J w PLAN 1386 PER BUILDER AND POWER LAYOUT V LOT 125 r, RIGHT ELEVATION TPLEX 114' = i'-0' AT 22'X34" LAYOUT 1/8" = 1'-0" AT 11' X 1 T LAYOUT ELEV N . 'LAST b'Q�FiD o °. . M _0s W O 9 X W J X � a � W T J z g 1` O w J J w SHEET NO: A5.1.4 FIRE BLOCKING AT EAVES I NO SOFFIT VENTS ALLOWED IN HATCHED AREA OF EAVES. SOFFIT TO BE NON-COMBUSTIBLE SOFFIT 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 R30222 -------—--------t f _ II �--_III I P I -----44,J------_--- I x" I I I I' I F � v I RIDGE I ..._RID( RI66E I PLYWOOD CRICKET i 1 �=-f—PLYWOOD CRICKET - PER BUILDER ',� PER BUILDER F, I i . ' I - Z 512y i� --- — — — — — — ,T `LPG 5:12 ¢ 5 12 --- T.—,— —i.. L�--;-771 ------- PLAN 1386 PLAN 1386 PLAN 1386 LOT 119 LOT 120 LOT 121 ELEV OR ELEV LR ELEV KR r, ROOF PLAN 7-PLEX 1/4" = 1'-0" AT 22"X34" LAYOUT 1/e" = V-0" AT 11" X 17" LAYOUT , 1 I PLA� N 1386� LOT 122 ELEV A BUILDING KEY I I 123 LOT 124 i LOT 125 I 7: a C'3 +_ J � f� O= Q ISSUE DATE: 06.01.2023 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. © 2023 Starlight Homes LAST REVISION Z W J a rl- a J a ILL 0 cc SHEET NO: A5.1.5 CM I I � ,-w LOT 119 i LOT 120 LOT 121 OT 123/LOT 12 OT 125 �� E G_ x w l I BUILDING KEV FIRE BLOCKING AT EAVES TYP. FIRE RETARDENT I a i I NO SOFFIT VENTS ALLOWED PLYWOOD MIN ISSUE DATE: IN HATCHED AREA OF EAVES. 4-_0•• 4-.0^ 4'-0" EACH SIDE OF 06.01.2023 FOR M I I TENANT SEPARATION SOFFIT TO BE NO ATTIC VENTING OR NON-COMBUSTIBLE SOFFIT. I OPENINGS ALLOWED, PER REVIEW 2020 FLORIDA BUILDING I CODE -RESIDENTIAL 1 I SECTION R302.2.2 REVISIONS: 1 I I I r 1. 1 - f I fy 1 .', These drawings are the I I I I property of Starlight Homes and are not to be utilized for construction, or copied in part or in whale a without permission from the builder. ©2023 Starlight Homes LAST REVISION PLYWOOD CRICKET PER BUILDER I _' . I � � "" ""'fi10GE tF • '', . �• I.,, 1f 1 a- K,�LAj� S0 AV6wtiRuJ-GE RIDGE 12 FUDGE PLYWOOD CRICKET PLWOOD CRICKET PER BUILDER PERBUILDER � r i L� I, I ( 4 11 t 1 I ay W v- Q 9 a. cn C. I l," , r f f I O 612 I ,' 1 5.12 Q �� ►2 n r---------- P4 5:124 , , "j 1-_, -- �—_-------- -- PLAN 1386 LOT 122 ELEV A 1 I FP -CAN 1386� LOT 123 ELEV MR PLAN 1386 LOT 124 ELEV B ROOF PLAN 7-PLEX 1/4" = V-0" AT 22"X34" LAYOUT 1 /8" = 1'-0" AT 11" X 17' LAYOUT PLAN 1386 LOT 125 ELEV N I I SHEET NO: A5.1.6 EXTERIOR COMM 5/4' TRH eD. (SEE B.Evi 2O 5r1 TRM FULL LAP cowers FACING INTERIOR FRONT CORNER BOARD DETAIL 12 PRE-MANJF. GALVANIZED '12 TRU55 DRIP EDGE 2x4 SUB ALUMINUM FASCIA RWIA OVER 5UB-FA561A ON. (SEE ELEV) F CHANNEL AJ1J PA" 5OFFIT J CHMAgL EXTERIOR FINISH FLAT SOFFIT DETAIL HIP ROOF A ZO SUB 12 PRE-MANLF. FASCIA TRIM 6ALVANIZED DRIP EDGE 5/4 SYN. W. OR AJMINU 1 FASCA HARDIE W. TRIM OVER SUB-FA5CIA (SEE ELEV. FOR EXPO.:LRE DIMEN510W O.H. (SEE ELEV) F CHANNEL J CHAMB EXTERIOR AWMNUM 50MIT FINISH HIP SOFFIT HARDIE nFA50IA DETAIL D 51N6LE FRIEZE BD. 6ALVAN= 2x4 50 MP EDGE FA561A PRE-MAMF. ALUMINUM fA5C1A TRW OVER 51,115-FASCIA EXTERIOR O.H. FINISH ( LLEV) J CHAMB (r1?) ALUMINM SOFFIT GABLE SOFFIT HARDIE FASCIA DETAIL 6ALVANIZID 2x4 SUB DRIP EDGE FASCIA ALUNHM FASCIA PRE44W. TRU55 OVER SUB-FASCA 5/4 SYN W. OR HARDIE W. TRIM J GHAM�L O.H. (SEE ELEV. FOR (TYP) ( ELEV) EXP05URE DIMENSION) ALUMINM SOFFIT EXTERIOR FINISH GABLE SOFFIT HARDIE nFA50IA DETAIL = SINGLE FRIEZE W SILL. PAN H."N6 HDOWlE OR J46 SILL PR MT SENANT SEALANT FIANCE SILL AT SILL BACI®2 W. IX2 P.T. DAM EB9ND TRIM 2x4 SILL TRIM WEATHER RESISTANT V2' 6YP. W BARRIER 02 MATHER RESISTANT BARRIER IN SHEATHING BOARD AND BATTEN 510IN5 WALL SILL DETAIL 2 GALVANIZED TRL66 DRIP Wa J CHANNEL ALMIMM FASCIA OVER SL9-FASCA O.H. 20 50 (SE: av) FASCA ALIM W SOFFIT J CHA?t3 EXTERIOR FIN15H RAKED SOFFIT DETAIL � HIP ROOF 12 12 2x4 %6f FASCIA 6ALVANIMDRIP ED6EHAMBAJMIWM SYN. W. OR FASCIA RDIE BD. TRIM OVER 5U3FASCIA E a". FOR (SEPOSURE DIMENSION) LMIKH SOFFIT EXTER J CHANCEL FIM5H HIP SOFFIT HARDIE nFA50IA DETAIL SINGLE FRIEZE BD. RACED 501FFIT NAIL FIRST PIECE AT TOP SET SECOND PIECE IN SEALANT FLASHING PAPER �\ OVERLAPS TWO-PIECE FLASHING NAIL SECOND PIECE ON TOP BOTTOM sHEATHINS-{� / TRAP SLIPS PAI'B2 V/ 1*0M THO-PIECE STEP Z FLASHING 11016 W SEAL AMM PBCMlWft USE A TMNMZ WrAL PLATE 0W= N IIE!IFNIE IMIJOIL SEATHI6IIIIAP ADM 4E MErAL KALE SHOILD LAP OM TIE PLATE MIU SCATHI6 MW aM M rr 9i LA FJE'JI. M WF AM WALL PENETRATION FLA5HING DETAIL pIWE ION LOCATION ON FLOOR PLAN TO DRYWALL 9WN51ON LOCATION ON SLAB PLAN TO 5LAB EDGE IL VINE I 6ARA6E INTERIOR WALL DRYWALL BA EBOARD 1 1/2" TO •i. FRAME WALL GARAGE WALL DETAIL I — cm *� m J E c x coo I..� ISSUE DATE: 11.05.2021 FOR REVIEW REVISIONS: These drawings are the property Of Sta W Homes and are riot to be ubbed for eonsbtrction, or copled In part or in whole without permww from the builder. ® 2023 Starlight Homes LAST REVISION oY •d HST ED CU) 111 � s • ! Y- s L - d @�•�=fin. �} �O r ec �� r V+�Y CIO J U) � J Q � W In 0 TEMPORARY TAPE TO HOLD FLAP LHOLISE SIEATHN6 9' ROL1644 OPENING KNDOW FLASHING METHOD 'MI' OA A H NXH INSTALLER HILL CUT THE BUILDING PAPER AT A 45' ANGLE TO A POINT 9' UP AND 9' OUT FROM THE UPPER CORNERS OF THE ROUSH OPENING. B. THIS HILL MAKE A 'FLAP' THAT HILL BE USED TO COVER THE WAD P ASHINS IN STEP 6. TEMPORARY TAPE •F�, TO HOLD FLAP LNOIISE WZ4P7 MFJO R AM% .wM R ASWN6 MW N FLANGE SBL FLASIIM6 KNPOW B,AS"M METHOD 'MI' OA INSTALL HEAD FLA5HIN5 OVER THE KWON FLANGE BMW THE HEAD FLASHING 8' BEYOND THE ROUGH OPENNG ON EACH SIDE. TEMPORARY TAPE RAP' TO HOW FLAP ZILISE HRAP7 RO Ur,H OPENINS INSTALL FLEXIBLE INSTALL FLEXIBLE FLASHING FLAT. INS GOR1�5 4• AT WINDOW SILL AT WINDOW SILL SILL PRAP RAS M Y INDOW FLASHING METHOD 'MI' O"TEP PROMPS; 2 A. INSTALL SILL FLASHING (EXTENDING 4" BEYOND THE ROUGH OPENIN6 ON EACH 51M B. INSTALL CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT OR EQUAL) C. INSTALL SILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INGL LIDIN6 CORNER SHIELDS) ZwLee RAP• �AP7 WAD R.ASHM6 .wX R ASM NrrRooN FLA46E 1011100101 Fi ASHIM METHOD 'A-1' OA ALLOW THE BOILDINS PAPER RAP' TO DRAPE OVER TIC HEAD 11.ASHIIN6. TEMPORARY TAPE RAP' TO HOLD FLAP z"M \--SHEATHNN6 SMM BEANO NHOON ITJNV6E Effm MiTA ATM HNDON M A$M SYL RX* M6 WINDOW BASHING METHOD 'MI' OA APPLY A CONTINUOUS BEAD OF SEALANT ON THE BACK SIDE OF THE 3 WINDOW FLANGE. B. INSTALL THE WINDOW A4 0WINS TO THE MANIFACTURERS SPECIFICATIONS. HEATHER RE515TANT L, CONSTRUCTION TAPE Y1 RAP 7 WW R ASHM6 .NM FLASWN6 Slu FLASIIN6 WIDOW RAI6E KNIXIN FLA011110 I ETHOD 'A -I' OA. APPLY NEATHiER RESISTANT TAPE OVER THE 45' ANGLE GUT' ON THE BUILDING PAPER. B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM WINDOW FLASHING AND NRA F DETAILS TEMPORARY TAPE FLAP' TO HOLD FLAP ZWME WiAP7 SfA'11916 JAM FLASWNG NWOW fl.AN6E 0 SIl HT.AslHsl6 KNVA FL4WW METHOD 'MI' OA. INSTALL JAMB FLASHING OVER THE WINDOW FLANGE ON EACH SIDE. B. EXTEND THE JAMB FLASHING 4' ABOVE THE ROUGH OPENING AND 8' BELOW THE ROUGH OPENINS. C. INSTALL THE WINDOW ACC41RDIN6 TO THE MANUFACTURERS SPECIFICATIONS. U' MAYHENr HST BE M6TKiM NTN PROPER LAPS Ao PROVIDE ADMATE PROTECTION FOR OPBUNB5 I II If DRIP FLASH Ufa MUST BE I 11 I1 1 INSTAU.MY TO I I1 I1 1 DIVERT HATTER 11 II I 11 I1 �FIMUST BE SEALED To PLYWOOD N11NNM,1142' avERLAP REGt11RFD 8O5 MST LAP NANIMM 6' AND BE SEALED AS WAM Elf KWA67M BOIT045KER STRIP MT BE PLACED OVER W AYMEU TO ALLOW M05W TO BE DIVEIM TO TIE oU151DE SURFACE CM U J f C ♦r� I d ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are riot to be utilized for conshdon, or copied in part or in whole www permission from Me builder. ® 2M Starlight Homes LAST REVISION IF I e�•egess�i �. �®® J � J a a W W 0 SHEETN0 D-2 LwHaG,eMlEsxeOR M& A/OB41B/ "MAW arr HOUSE WWM SO THAT Z FLASK" RIS IAOEt NOW WWM TAPE E06M SEMM5BR T' PLASHING OVM TOP OF 5/4• NARDE W TRIM. LEAVE A V4' GAP ETNEE1 T PLASHING AND SOME PLANK AS SHOWN. DO NOT ON.IK W WAOE D TRM 225 d MATTER or OIEIORSMTNNS W SOIO.SINi •JIB OR WM NO MTTM N= TRIP OUT HOUSE MAP SO THAT Z R/ HNS FITS LHA R MOUSE WRAP TAPE C17M. WNBOLSIIQ T FLASHM OVER TOP OF 5/4• HAME W TRIM. LEAVE A V4' 6AP BETWEEN Z' FL.AE5~ AND SONS PLANK AS SHOWN DO NOT CAILK WNtIOt50R TRAM I v T MA9R ES®ISDIG NO zflAGNSDNRWIK r — 411% _ � — —IENH - -� W WOEED TRW — 'a NETaeBoxat ai rNaeNt '� 2' VARIES I L 2' n LAP SONG • SILV2: SONG OR BONO ND BATTEN 5101NO / TRIM AT ELECTRIC, METER BOX 5DR18T5FIP HOSE MK T R/GSG IPAVE W 6W SCT1W 5M A?t7 T RA&W WRITCAU W DA MM IC E ATGKIM PFE CAKNMMMVISTASCNL/]B W NWEDTIGI W SgI6,5NNESDIG OtSMNVBATTIN —� HDI1fiE MAP—� 5MMOFBa TO - ECAatID.W wrCA LK SORB OF BOOM NOSE BM RNWGCQAPALMIZ) F110MVFMA-411M W03ORRNMEWAS SDIN ECTE IORSPEATHMS LM Saw . SHAKE SIDS optBOARD AND BATTEN G!T HM E MM 50 THAT Z FL4800 FITS TINDER Ham WWAP TAPE EDM. STARM STRR K' PLAdMK OVER TOP OF SW HNRDE W TRIM. LEAVE A V4' GM BETWEEN Z' R.ASKINS AND WDMB PLANK AS SHOW DO NOT GALLK 223 d WEATHER GIR 5/4' NARDE W TRM LAP SIDMS , SHAKE SIDNNS OR BOND AND BATTEN w• wNTIN: D TRM —� W SDIG,GVNE sD/Gac B6AloNDa+dIBT r��GrABFG W SpG,GwTa5DR6at LAP NOINri , SHAJM MINES OR eaaNDSATTE BOARD AND BATTEN TLTurE NR/P OUT HaM WWAP 50 THAT Z YWAP TAPE Imo. WMIERS W SIDING / TRIM AT 6A5 R15ER K' NTOTRM LEAVE A1W GM BETWEEN T FLASIMNS AND SIDMS FLAW AS SHOWN DO NOT CALK WW W DE W TRM LAP WOMG . S442 SIDMG OR BOARD AND BATTEN 3B.MOF11.0a TO EONIWO.W1VTO K _ _ _ _ SOROM6 BIdO7G � Rae160110 ORTO CFOWLXOIZOIT FrMM M1MILM FONNMM W 3GFOt MWA5 ilOTl ll6 2XI MINTSt SEIM /1EYESTNITCA1K Lff"O'MN25MISOR — WM ND SATTM 5101NO / TRIM AT H05E BIB 9TAR1E! 51RIP------------- •r PL./GHNG PJrE110R 91fA71f18 LEAVE Lw GAP wrom sow f1016 AND T FLAMM W NOT IiLM C.." W✓AI VER I W SON6.SMESON9 at Ill mvOND BATE SIDING / TRIM AT HYAC OPENINGS NOLE TRIP TRAMPS MWE W GAP IZ110919M ND T RASMS O)WrW" W WHOE D BM W IVJM D IM bond=SHEArIlie W SONS,SW25DIS OR BONG NO SN1EI 5101NO / TRIM AT ELECTRICAL OUTLET ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the properly of Sta ftht Homes and are not to be utilized for construction, Of copied in part or in whole without permission from the builder. ® 2023 Starlight Homes � f�f Vf � AVED zC .� IL )66 a q et.9P J � u, � J LlQ a �. W W 0 SHEET NO: D-3 2" TO 4" LAP AT i HORIZONTAL JOINT / I / I / I I SHEATHING I I I I I II I I I I I i t I II i I \ EWRAP WINDOW 7 OPENIN 5 5FEATHIN6 WRAP (BUILDING PAPER OR HOUSEWRAP) CARRIED I" TO 2' BELOW BOTTOM OF SHEATHING / / / / / 4" TO 6' LAP AT - VERTICAL JOINT I I I I \ 2" TO 4' LAP AT HORIZONTAL JOINT I I I I I II i I II I I II I I I I BUILDiN6 PAPER I I I I I I I / \ \ / ALWAYS WRAP AROUND CORNER5 12' MIN SHEATH I NC WRAF DETAIL_ INTERIOR DOOR ROUGH OPENING 51ZIN6 CHART DOOR DOOR GALL ROUGH OPENIN6 ROUGH OPENING DOOR -0 DOOR TYPE SIZE T WIDTH DETERMINED BY HEI�7 DETERMINED BY R.O. R.O. SINGLE WIDTH x &-6 OR INCHES TO THE D I NC7 2 2 INCHES TO THE DOOR WIDTH x 6-0 WIDTH OF THE CALL SIZE HE16HT OF THE GALL SIZE WIDTH x 6-6 WIDTH EGUAL5 THE ADDING 3 INCHES DOUBLE BI-PASS OR GALL SIZE WIDTH OF TO THE HEIGHT" 63 99 " WIDTH x 6-0 THE GALL SIZE WIDTH x 6-6 ADDING 2 1/2 INCHES ADDING 2 1/2 INCHES DOUBLE BALL CATCH OR TO THE WIDTH OF THE TO THE HEIGHT OF 62-1/2" 96-1/2" WIDTH x 8-O GALL SIZE THE GALL SIZE DOUBLE WITH WIDTH x 6-6 ADDIN6 3 INCHES TO ADDING 2 1/2 INCHES T-A5TRA6AL OR THE WIDTH OF THE TO THE HEIGHT OF 62-1/2" WIDTH x D-O GALL SIZE THE GALL SIZE SINGLE POCKET WIDTH x 6-6 R.O. H119T-H ADDING 2 INCHES TO ADDING 3 1/2 INCHES DOOR OR 2x TO THE HE16HT OF WIDTH x 6-O THE WIDTH OF THE THE GALL 51ZE DOUBLE POCKET WIDTH x 6-6 OR INCHES TO 4x THE ADDIN6 3 1/2 INCHES TO THE HEIGHT OF 63-1/2" 99-I/2" DOOR WIDTH x 6-0 WIDTH OF THE GALL SIZE THE GALL 51ZE Cl to C*4 Cl p WIDTH p p p ADD 2" Q EGtUAL5 1� ADD 2 1/2" ADD 3" 51NOLE DOUBLE BI-PASS DOUBLE BALL CATCH DOUBLE W/ T-A5TR16AL ADD 2" Q ADD 11 3/4" 1N I I I I I °o I GALL I _ I po GALL CALL GALL GALL GALL Q 512E 51ZE 51ZE 51ZE 51ZE 51ZE 51NOLE POCKET DOUBLE POCKET INT. DOOR ROUC H-OPENING 51 Z I NC CHART cm J f � x Q ISSUE DATE: 08.09.19 FOR REVIEW REVISIONS: These drawings are the Pop" of Starlight Homes and are not to be utilized for construction, or copied in Part or In whole without permission from the binder. ® 2M Starlight Homes LAST REVISION SHEET NO: D-4 600 AMP SERVICE (3)-150 AMP MAIN TENANT BREAKERS / ENTRANCE RATED (1)-100 AMP MAIN HOUSE PANEL CM * � N 1 x2 #3 HOUSE 01 01 1 �' 0 x 120 240V 32 CIR 32 CIR 32 CIR 12 CIR 10 MLO MLO MLO MUD 01 01 PANEL PANEL PANEL HOUSE PANEL ISSUE DATE: (�P 05.25.2022 FOR Oft REVIEW (2) 3" PVC 2• PVC 2• PVC I BY OTHERS (1) #4 CU (1) #4 CU WIRE BY OTHERS (3) 2/0 ALUM (3) #1 ALUM -7 I I I I I I REVISIONS: I I I I I �P 2 GALVRODS ,off #2 CU sj L These drawings are the I property of Starlight I ( Homes and are not to be NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS i utilized for construction, or PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE I I copied in part or in whole VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. I without permission from ti �P the builder. © 2023 r Starlight Homes 7-UNIT ELECTRICAL PANEL DIAGRAM 2 DETAIL 1 SP\P`' a• 1 12 JQS J 1 12" LAST REVISION 1' = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT I V X 17" LAYOUT O I I 2 I i 1 12 I LAST SAVED BY: 600 AMP SERVICE / (4)-150 AMP MAIN TENANT BREAKERS �, I I I ENTRANCE RATED L O 01 01 #4 #5 #6 #7 �O S 0 %^ r 120 240V 10 32 CIR 32 CIR 32 CIR 32 CIA MLO MLO MLO MLO 01 O1 PANEL PANEL PANEL PANEL EV' 0t �005 S00 3 (2) 3- PVC 2" PVC fL a BY OTHERS (1) #4 CU ,fig WIRE BY OTHERS (3) 2)0 ALUM W W o NOTE: PLUMBING RISER DIAGRAM IS FOR SCHEMATIC Q 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 0PLUMBING 3" = 1'-0" AT 22"X34" LAYOUT = V-0" AT 11" X 17' LAYOUT 2 GALVRODS #2 CU NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS OF THE 2017 NATIONAL ELECTRICAL CODE. 7-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO DETAIL 2 D-5 1"= 17-0" AT 22"X34" LAYOUT = 1'-0" AT 11"X 17" LAYOUT BUHLDINO CODE FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION MM) M9iM111 ROOF UDADIN0: 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 SHALL VERIFY WITH ROOF COVERING MANUFACTURERS WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS/SWING DOOR 30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SMALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC-R301.5 OR FBC 1807.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOADING: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS_60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN IOC SF) SO 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 231324NCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/rRUSS SPACING LESS THAN 24-INCHES °.C.. CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HANDRAL& CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 200 LBS IN -FILL COMPONENTS 50 PLF DEFLECTION CRITERIA: ROOF RAFTERS/TRUSSES LIVE LOAD L / 240 TOTALLOAD LI240 FLOOR JOISTSITRUSSES LIVE LOAD L 1360 (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS WIND LOADS WITH PLASTER OR STUCCO FINISH _L 13W WIND LOADS WITH OTHER BRITTLE FINISHES L /240 WIND LOADS WITH FLEXIBLE FINISHES L / 180 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. F TYPICAL F F M P T' OR CAL DSLI AND MEMBERS FLETI 21 O. THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/240: 0.20'MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L / 190: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L/360: 0.13" MAX DIFFERENTIAL DEFLECTION TOTALLOAD L1240: 0.20' MAX DIFFERENTIAL DEFLECTION AB WOAT"n A.B. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX. MAXIMUM A,H.U. AIRMANDLER UNIT MCD MONTA CONSULTING b DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO, MONOLITHIC BCDL. BOTTOM CHORD DEAD LOAD MPSI MILLION POUNDS / SQUARE INCH BRG. BEARING NO. NUMBER CANT. CANTILEVER N.T.S. NOT TO SCALE C CENTER LINE O.C. ON CENTER C.J. CONTROL JOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA. DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURETREATED 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 SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FUR. FLOOR SOFT SQUARE FOOT I FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SVP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY TOM TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL GC. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP. GYPSUM U.NO. UNLESS NOTED OTHERWISE MDR. HEADER VERT. VERTICAL HOT. HEIGHT WI WITH HORIZ. HORIZONTAL V\WF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRITERIA WINO 00DE: ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, Ah EDITION (2020) IND DE81GN REO RISK CATEGORY BUILDING TYPE VB WIND SPEED (ULTIMATE) 139 OWN WIND SPEED (ALLOWABLE) 108 OWN WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.18 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 Pd ZINE4 a 4 FEET FROM ALL EXTERIOR ROOF SHEATHING 6 WILING: COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0 - 19 R +29.2 -31.7 +29.2 -39.1 20 - 49 A' +27.9 .30.4 +27.9 -36.5 50-99 fe +26.2 -28.7 +26.2 -33.0 100-1991I' +24.9 -27.3 +24.9 .30.4 2D0+11' +235 .26.0 +23.5 -27.8 T-0' x 9AI GARAGE DOOR +25.1 -29.1 7'4Y x 16'0 GARAGE DOOR +24.6 -27.5 SOFFIT PRESSURES +29.2 -39A PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.67 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING 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 0 w D RATING THICKNESS TYPE (EDGE/FIELD) (EDGE/FIELD) TYPE (EDGE/FIELD) (EDGE/FIELD) ? a 4/12 b LESS 32/16 15/32" RSRS01 6/6 6/6 0.131"x3" 4/6 6/6 4X/12b GREATER 2q/16 7/36" RSRSM 6/6 6/6 0.131"x3" 4/6 6/6 RECOMMENDED 40/20 19/32" �RS03 or 6/6 6/6 0.131"x3" 4/6 6/6 _I (ALL PITCHES) RSRS-00 F0 ALTERNATIVE (IF PERMITTED) 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTLINED IN SECTION R803.2. CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (MINIMUM 3-0LV)CONSTRUCTION IS PERMITTED. FOR TILE METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS 3. SHEATHING TO BE PLACED MATH LONG DIMENSION J PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT�'je AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO D MORE THAN 24'O.C" < 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO 4112. THE BUILDER SHALL USE THE M1 ;, �, { <q �, SHEATHING REQUIRED FOR THE 4 / 12 PITCH FOR THE ENTIRE .. Y �(q . � "! � v ,M1 ,Y n ! u �,.. ✓ ✓E a STRUCTURE. (kV()k't D (yu{ n`< V A � /rD O�✓ 5. THE"SAVE/RIDGE"ZONEISMEASURED4FEETFROMTHE ,� PERIMETER OF THE EDGE OF THE ROOF, AND 1 FEET EACH SIDE OF RIDGES AND HIPS Q INTERIOR ZONE ! u � 6. EDGE= NAIL SPACING ALONG PANEL EDGES. 7. FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE = EAVE / RIDGE ZONE PANEL FIELD. 8, RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a =4 FEET FROM ALL THE SPECIFICATIONS IN ASTM F1667. EAVES AND RIDGES 0 0 9, 0.131' X 3" SMOOTH SHANK NAILS MAYBE USED IF NOTED IN PER FBCR301.217) 9- THE ROOF SHEATHING AND NAILING TABLE. "N P' INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS: 1. BUILDER SHALL 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. 1. MINIMUM EXTERIOR EXPOSURE 1 APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116. AND A MINIMUM THICKNESS OF 7/16' OSB OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAYBE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH(1)-ROW0.131'x 2-1r7 NAILS AT 3'O.C. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYP42 BLOCKING AT ALL SHEATHING JOINTS. EXTERIOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS' REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0A 31' x 2-1/7 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE MEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL. THE COATING WEIGHTS SMALL BE IN ACCORDANCE WITH ASTM A153. SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2.4 SYP 02, NAILED AT EACH END WITH (3F 0.131"x 3" TOE -NAILS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH Sd 0A31"x2z .281" 10d 0.148' x 3" .317 .131'x 3" GUN NAIL 0.131"x 3' 281' 12d&1Sd SINKER 0.148'z3}' 317 led OA67z3? .344- (RSRS-01) RING SHANK 0.113' x 2I' .281" (RSRS-03) RING SHANK 0.131'x 2)" .281' (RSRS-0/) RING SHANK 0.120' z 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 REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1687. INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S5.1 FIRST FLOOR FRAMING PLAN -; S5.2 NOTES & CONNECTOR LEGEND �= S5.3 ROOF FRAMING PLAN S5.4 ROOF FRAMING PLAN SD2 GENERAL DETAILS SD3 GENERAL DETAILS `y{i1�Yb1rFa44 SD7 PARTY WALL DETAILS ° z z SD8 PARTY WALL DETAILS ° CL PW1 U373 WALL ASSEMBLY w_ �<U w PW2 U336 WALL ASSEMBLY < w PW3 NOT USED � U O h PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY 0. SDWC SDWC DETAILS . � w SDWF SDWF DETAILS ; g WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS 0 N O U § MASTER UPDATES 00 w� J Q Z F NUMBER DATE DESCRIPTION INITIALS D 440 Q a 1 6/9/2023 CREATED 7-UNIT BUILDING TYPE 'A' PER TYTH-BLDG 5 (BFS) DP rc H '�' R W U Qj G' 8F1 pQS o Z I- z Z � zm 0O 0 0F a& 0. W LU U) O g t w N Z A y U K d0 < w Z N N 7 ww n M) C + O _ O f FF f9 UA = R O S ? 0 w 7 MI C Q oQ J ySD Oo �M_j w0 = LU Z - a m 0 = yay O �I F - QW U J X Z Z-j O 0.0 woa Qay W Z • z wf p O STRIICTU1tA1 END: TM DRAFTNG: w O y j Q -STRIICT' DP a LIE°(: CG o JDS No. STAR-17146 F � m Z Z < SG AS INDICATED DATE: 062123 S1 o _ y p= � O `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 20DO PSF TERIISI'E TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS RENFORCM STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM A615: A.REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SHALL BE MIN. GRADE 40. U.N.O. BAEFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. CAEFER TO LINTEL PLAN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE, 2. REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MON REDS LAP SPLICE EMBEDMENT AND HOOKED REINF. STEEL NCHES • P ) GRADE40 GRADE60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' 'B' 'C 'D' 'A' 'B' 'C 'D' MASONRY -D' CONCRETE 93 2-114' 4-1rr 6' 15 2-t/4' 4-12' 6' 15" 18' k4 3' 6' 6' 20' 3' 6" 6' 20" 24" k5 3-3/4' 7-10 6' 25' 3.314" 7-12" 6' 25' 30" k6 4-12" 9" 6' 30' 4-I2' 9' 6" 40' 36' k7 5-1/4' 10-12' T 41' SAW 1412' T 53 53- k3 - 2)S- V U k4'2)t" k5=2)}" Pkfi=3' =3. 9• LAP SPLICE STANDARD 9V NOCK STANDARD 180• NOOK CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE 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 WATERICEMENT RATIO OF 03& 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A485 FOR 61(b W1 OXW1.4 VW VF SHALL BE LAPPED AT LEAST 6' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6'.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF VWVF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, 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 Moos ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM COO, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND. AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (hn)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 31&INCH 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 V-T U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE REBAR POSITIONERS IN MIDDLE OF WALL. 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. S. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. I I. EXCEPT AS SPECIFICALLY NOTED THIS PLAN. THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 6(12-16). 12, HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES -1/4' TO + 12' 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. 1-19' EMBEDMENT OR 1/4' TAPCON W/ MIN. 1-12' EMBEDMENT 016' O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24.O.C. 1. WOOD CONSTRUCTION SMALL CONFORM TO THE ANSI/AWC'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPFk2 OR SPFk1112 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED 'No.1/No.21 BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYPk2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED'No 2 BY SPIB, OR BETTER, 4. OTHER LUMBER SHALL BE VISUALLY GRADED *N.. Z' OR BETTER. REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. S. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS. BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPFk1M2 OR SYP82 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 MOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WTH AWPA M4. e. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO V DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1- IN DIA FOR PLUMBING LINES. ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TIP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THATARE CORROSIVE TO STEEL, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACOC, ACO-D. CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SOX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WTH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 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 NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 16. TRUSS SPACING SHALL BE 24' O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16' O.C. MAX OR AS OTHERWISE NOTED. 17. AT ALL NON -BEARING WALLS: FRAME STUDS Q 24" O.C. W/ SINGLE TOP AND BOTTOM PLATE. LEAVE 1-12' GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECTTRUSS WITH SIMPSON DTC CLIP OR b4 SYP No. 2 BLOCKING WITH (2).0.131' x 3" NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTrTRUSS CO. 2. REFER TO TRUSS MANU DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REG. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/TRUSS MANUFACTURER SMALL 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. 6. G.0 /BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23032' OSS MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WTH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAIUNG NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131' x 3". 0.131"x 3' RING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4' ON EDGES AND 171N FIELD. ENGINEERED LUMBER 1 _ ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSUAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL)AS DEFINED BY NDS SECTION &I (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=19MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI FB=2M FB=3DOO FB=2200 FBX=2,10OPSI FT=1650 FT=1700 FT ISM FCII=1.700 PSI FC I1=3000 FC ll=3000 FC B=2100 FC_=450 FC_=900 FC_=450 FV=285 FV =285 FV=15D :371 � I:C�Z•T•i: �] I:ilif 1:•:: 1. USE I W CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2-5W TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS/ DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS SPECIFICATIONS. UNTILSUCH 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 124NCH (12.7MM) GYPSUM BOARD. IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WTH DOT SODIUM BORATE(SSX): CONNECTOR$ SHALL BE A MINIMUM G50 ZINC COATING. 2, WOOD TREATED WITH ACOC OR ACQ-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 WTH A LICENSED ENGINEERS SEAL FOR APPROVAL. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A. ALL TRUSS COMPONENTS SHALL BE DESIGNED WTH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGNISYSTEM 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 (SCSI). 6. ALL PREFABRICATED WOOD TRUSSES SHALL 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 DESIGN/SYSTEM ENGINEER. 9. WHEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. ZX4 SYP 02 BLOCKING: A. WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W/ (2)­ROWS 0.131- X 3- NAILS AT 12- O.C. STAGGERED 6% BEGINNING 4' FROM EA. END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS W/ (3)- 0,131' x 3' TOENAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING W/ (3)- 0.131' x 3' TOENAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED, 10. TRUSS'X' BRACING: MIN 214 SYP k2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/(3)-0.131'X 3-NAILS. SPACE-X- BRACING ALONG TRUSS SPAN®iD41'MAX AND EQUALLY SPACED FROM END OF TRUSS. 'X'BRACING TO START 20'.O' MAX FROM 01 HIP GIRDER AND /OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-83 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2.4 SPF k2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'O' O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W (3)- OA3V 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 DRAWNGS & BCSI-B3. ('T' BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSHB3). 13. AT RAISED HEEL TRUSSES, 2,4 SYP k2 (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 42 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP WI (2) 0.131' x 3' NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSI-B3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IO'S. THIS LAYOUT HAS BEEN PROVIDED BY TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES 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 DUETO 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/O UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. REFER TO DETAIL T001 THIS SHEET. PER CURRENT EDITION FBC-R SECTION M13D5: NOTE TO CONTRACTOR' ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR fOR PROVIDED WTH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRIOR UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION IF ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT TRUSS/PLAN ORIENTATION NOT LESS THAN 30" HIGH AND 22" WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 30' 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 22 MIN. GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AIR HANDLER 2x4 k2 SYP RAT RUN / UNIT OR SYSTEM TOP AND BOTTOM MIN SHALL BE PROVIDED (2)BAVS PAST A/C BY MECHANICAL CONTRACTOR OR BY LOCATION. MIN (3) BAY LAP W/(2)0.162x OTHERS, NOT BY MCD df 0// }12" NAILS TO EACH TRUSS. TYP EACH / SIDE / STANDARDTRUSS BOTTOM CHORD B01 A!C IN TRUSSES 3W=71-0" FIELD REPAIR NOTES 1. OMTTTED REBIAR DRILLA3N" 0 HOLE MIN. 6' DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 45 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 .1 COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDSEAM POUR. USE 30' MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DUIMETERS(EXCLUDING BEND). 2. STRAPSICONNECTOR SUBSTITUTKDN THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WTH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIRCON.STRUCT10N 2XI7S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 20215 (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS 5. OMrrr D.FBOLT .12' ALL THREAD ROD w/ 2' x 2' SO. WASHER DRILL & EPDXY w/ SIMPSON SET-XP EPDXY WITH MIN. 7' EMBEDMENT. -1/21x8' SIMPSON TITEN HD THREADED ANCHORS WI LSP12 WASHER MAY BE USED ILO 12" J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTARJOINM FOR BED JOINTS 121-i', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REO'D) FOR HEAD JOINTS GREATER THAN W/ . GROUT FILL CELL IN BLOCK AFFECTED ON EASIDE OF JOINT. PROVIDE (1) k5 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 WIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REDID TO BE EPDXIED INTO TIE BEAMIFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) k5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <I r2 , NO FIX IS REDID POUR TIEBFAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM •112%1-1/8', 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 AM. FY=50KSI FU=65KSI - TUBE STEEL (HSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL: ASTM A53, GRADES. FV = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL: ASTM A36, FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT' CONDITION AS DEFINED IN AISC 360, - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN SAT' DUI.: A307 - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE), FASTENERS, LOAD. AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WTH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE 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 MIN. 2 751b POINT LOAD EACH TRUSS AT THE A/C LOCATION. MEANS OF A/C SUPPORT SHALL BE BY OTHERS STANDARDTRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HANDLER UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 k2 SYP CROSS 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 REDO FOR LEVEL WORKING SURFACE o. w �����Ltf+l��if•�44kr a+ ��`la •Ja` � • •eT Ow L V/ W F_ O Z LL F_ � Z4�A// LL F_ U) n N Z z: � N LU J 2 m OJ =aLU ia0 � 1 Y W O may (A n STRUCT: OP � DC p1ECX CC O STAR-17146 w SGLE: AS INDICATED w DATE: 062123 y O 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. I 1 130 -OR 13B6-LR 1386-KR 1300A 1386-MR 138" 13WN BUILDING KEY IN151 iUOUKKtIL&US""I`: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT FOUNDATION NOTES: I. PROVIDE MIN. S MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO M LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN, S' AND SEALED. REFER TO FSGR CURRENT EDITION SECTION R506.2.3 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2 PROVIDE 3-IG' THICK 2500 PSI CONIC. SLAB W 6.S 1.41WIA WELDED WRE RECESS DETAIL INSWING DOORS WITH NO COVER FABRIC(VWVF). PLACED IN MIDDLE TO UPPER M OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W AF, MEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION), 3, CONSULT W MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REO-D &CONTRACTOR M FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NOCOVER REQUIRE A RECESS 4. EXTERN)RSUIBSSHALLSLOPEI9'PERFOOTAWAYFNOMHoLM. S. CONTROL JOINTS (IF SHOWN)ARE NOT REQ'O SYCODE BUTARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONIC) CONTROL JOINTS TO BE SAW CUT A DEPTH OF IW OF TXE THICKNESS OF THE SLA& FlLL CUT W'APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 6. MECHANICAL EQUIP, LOCATIONSWLL SE DETERMINED BY - COMMUNITY & COUNTY CODES. I ]. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SXALL SE RAISED AT LEAST 3' ABOVE THE RNISHED GRADE AND SHALL ALSO CONFORM TO THE MMUFACTURERS INSTALLATION i w INSTRUCTIONS. zi 6. NO WOOD STAKES PERMITTED IN MkINUATION. IOW S. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TOM STEPPED DONAM 1� y SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MOOS ON SI A FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MM AND MF10 ON W MR STANDMD FOOTING STEP DOWN AND CORNER INFORMATION. I 11. AN V EQUIPMENTAND/ORAPPLIMCESHA NGANIGNRIONSOURCESHALL 1 yj•g BE ELEVATED A MIN OF IW. CONTRACTOR TO PROVIDE SUCH PLATFORM 4 EITHER MASONRY OR WOOD CONSMUCTION 12. ASSUMED ALLOWABLE SOIL SEARING PRESSURE AFTER COMPACTION:20CIO PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PRWECT DO NOT MEETOR EXCEEDTHECAPACITV, THE GENERAL CONTRACTOR SXALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION 101-V 1. DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL MDCOHESIVES0149. COMPACTED IN 17 LIFTS TO AT LEAST 95%OF MAC DRY MNS M DETERMINED BY ASTM - D155] (MODRIED PROCTOR ). FOB THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN S3 DESIGNED FOR A MINIMUM SOIL BEAR WG CAP CrYOF XIX) PSF. I 13, PENDING SITE CONDITIONS. IFSTEMWALL IS REQUIRED. GG TO DETERMINE _ REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF F08S STEMWALL. IF CHMT IS NOT PROVIDED, CONTACT FOR M REWEW AND 1/I ,-I PROVIDE i - 14. IF STEM WALL 15 REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTSPROVIDEDON THE STEM WALL SCHEDULE7$ 0P- CONTACT EO.R. PRIOR TO CONSTRUCTION MF 15. ALLFWNDATION PADS WHERE SHOWM ON THE BELOW FOOTING - S SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTINGWLL MMEASUREDFROMTHELOWESTSLMELEVATION I I M MAINTAINING A MINIMUM DEPTH SPECIFIED. THE POUNDATION 53 PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE I" COND IONS ANDIOR LOCATIONS. CONTRACTOR TO MELD VERIFY (SIM. EXTERIOR I ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT SLAB ADJACENT REQUIREMENTS ME MET. TO FOOTING) I 16. FIELD TO VERIFY ALL GAS LINE MD PLUMBING LOCATIONS PRIOR TO I POURING SLAB. FOOTING SCHEDULE 17 12R 17 tlp W 161 EQUALLY SPACED EA, O WAYMIN.7 HCRZCLEARANCESETWEEN MIN (2)15 E.W. BARS & 7 MIN. COVER TO EDGE OF GONG. 17124' 17 IN, w/ i61 EQUALLY SPACED EA. 2P SIDE Q3'O.C.BMIN 1A WAY MIN. 7 AR HORQ. CLEARANCE BETWEEN (3) 15 PARALLEL TO 17 BARS& 3" MIN. COVER TO EDGE OF CONC. SIDE 6'O.C. 24N24'117 dP w/161 EQUALLY SPACED IA O WAYMIN.7 HORQ_ CLEARANCEBETWEEN MIN (3)05 E.W BARS & 3' MIN. COVER TO EDGE OFCONC. 28x18NII" dp w/i5'1 EOUALLY SPACED EA. 2.3 WAV MIN.7 HORZ CLEARANCE BETWEEN MIN (4)15 E W BARS & 3' MIN. COVER TO EDGE CFCONC. 3DY30112" dp w/OS's EQUALLY SPACED EA. 2.5 WAVMIN.7 HME.CLEARANCE BETWEEN MIN (4)05 E.W. BARS & W MIN. COVER TO EDGE OF CONC. 32k l7IF w/161 EQUALLY SPACED EA, Q.8 WAYMIN.7 HORIZ.CLEARANCEMTWEEN MIN (5)05EW BARS & W MIN. COVER M EDGE OFCONC. 36t38'kt7 dp W/ 061 EQUALLY SPACED EA. O WAY MIN. 7 HORG. CLEARANCE BETWEEN MIN (5)15 E.W. BARS & 3' MIN. COVER TO EDGE CFOONC. 4 12 17 dp w/ 161 EWALLY SPACED EA. 3.5 WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (6)05EW. BARS & 8 MIN. COVER TO EDGE OFCONC. 47142 16" dp 111161 EQUALLY SPACED EA. WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (6)15 E.W. BARS & r MIN. COVER TO EDGE OFCONC. 48�48'Y17 dp w/ IIVI EQUALLY SPACED EA. dO WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (])15EW BARS & 3' MIN. COVER TO EDGE OF CONIC. 48'k4 16' dp w/p5'1 EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN(7)0 S E.W. BARS & 3' MIN. COVER TO EDGE OFCCNC. 48Y48'Y24' dp w/ IISI EQUALLY SPACED EA. 4B WAY MIN. 7 HORIZ CLEARANCE BETWEEN MIN (8)05 EW. BARS & 3' MIN. COVER TO EDGE OF CONC. 52'k17 III,w/ III EQUALLY SPACED EA. 4.3 MIN.2' HORIZ. CLEARANCE BETWEEN MIN (7)N 5 E.W. BARS & 3' M IN. COVER TO EDGE OFCONC.. 54�54' 16'dp wq-EWALLYSPAQEDEA 4.5 WAY MIN. 7 HMIZ_ CLEARANCE BETWEEN MIN (8)15EW. BARS & 3' MIN. COVER TO EDGE OF CONIC, 54' SIIY24' dp wM5'1 EQUALLY SPACED EA. ®5 WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN(9)15 E.W. BARS & r MIN. COVER TO EDGE OF CONIC. BOYHO'x1W dp w/J51 EQUALLY SPACED EA. O HOWAYMM.7 RIZ.CLEARANCEBETWEEN MIN (9)15 E.W. BANS & W MIN. COVER TO EDGE CFCONC. WN66k16' III,w/15'1 EQUALLY SPACED EA. 5.5 le WAY MIN. 7 HORIZ. CLEARANCE BETWEEN MIN (10)15 EW. w M. m A Y) t � � C OR O Z � 7 4) W m O =ai - 3 :X - WLUO ¢af y fn .0 H F w uw � p STRUCTURAL ENG' TH N DRAFTING: N O j S sTRUCf: DP OC-EC(. CC 7 C � w JOB N1. STAR-17146 5 t SCALE- AS INDICATED � i w wrE: O6rttrz3 a FOUNDATION PLAN o S2 I JOV'V f[ L J 1 1 IV I JOV-LR LlJ I I LV 1 JOV-MR L _j 1 14 1 1 JOV_h LlJ 1 144 1/4"=1'-0" 4$ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1386-OR 1386-LR 1386-KR 1386-A 138&MR 1386-B 138" BUILDING KEY EXTERIOR) ADJACENT DOTING) I I 20'-0' (2-STORY FTG) 20'O' 12STORY FTG) 19-10' (2-STORY FTG) loc' 9'S 12' 51? 91S 10 10, 0' 9'S 12' 1a-(r 312' I - FOB F S A/C PAD F08 FOB FOB 3 LL �_-3 FOB e O -- F A/C PAD I + rt A/C P I AD MF 3 -I - 53FOB-- rF- Fj --- ---, I FL-� I 2.6 _Fi 3.5S 03,T9314" 3'-101- I 13_,2"�DONQ I 1 SLAB W1 WELDED WIRE I FABRIC OR FIBER MESHAS 3-4 16-11311'rt-101W I I INDICATED IN FOUNDATION NOTES s2 I I I I _ _- I ---- I CJ III f�1 I -- ' I Ci IF 312' THICK CONIC I SLAB, WELDED WIRE I FABRIC OR FIBER MESH 32' 1THICK CONIC. SLAB MWELDED WIRE I " FABRIC OR FIBER MESH I AS INDICATED IN '_ I/ I i t I I III 'I' FOUNDATION NOTESY2 INDICA AS TED IN I f I I N F0UNDATI0NNOTESfl2 ' I In f ' + ' ..-. FD3 I 9'-101? 2 m-• -( II I I I CJ B3 " 1 u K 1 S +` L L J -I r9 10 0-712 =Lu LL a �^ 12 n m J � 10 7' I 6' � ' ---__•' F03 91? I I S 3 QJT� I I QJr_ I ' ci__ f I I I I_ L_ 3 F $3 I K - I2 O........_.. I S I OF U n� S3 3 m I oFF OI` S 53 I S3 = alF - - r z - -'9 FOB 2 2 F08 S 3 2 2 2 B'O W-410 6'. 10 '-91? 814T L �46'�" T-11/4' 2 81-0• 1'-1112" 1'-91? 63/1' 1'-13/4' 11'.9-(2STORYFTG) 8'-3-(2-STORY FTG) 1'-13M' B3/4' 1'-1112' 8'-T(2-STORY FTG) 11'9-(2STORYFTG) 81M' 7'-912-(2-STORY FTG) V-41/4' 51/4 11-7"(2STORY FTG) INSWINC DOOR REGE55 NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN. S MIL. APPROVED VAPOR WRIER.ALLJ MTO M LAPPED NEEDTO HAVEARECESSAT THE SLAB. IFTHEMIN MIN. W AND SEALED- REFER TO FBC4i CURRENT EDITION SECTION R5062J FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2 PROVIDE 3-W' THICK2500 PSICONC. SLABWSISIWI.4XVVIAWELDEDWRE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC (VN FI, PLACED IN MIDDLE TO UPPER ICOFSLAS DEPTH OVER 6 REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (DEER MESH MAY BE USED ILO YWVF. WHEN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE IT EDON). 3. CONSULT,MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS, INSWING GOORS WITH COVER (MIN 5" RADIUS IN A.I. DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. IF MIN COVER IS NOT MET IN ANY OIRECTION, A RECESS IS REO'D & CONTRACTOR TO FOLLOW THE TYP. RECESS DETAIL. INSWING DOORS WITH NOCOVER REQUIRE A RECESS 4. EXTERIOR SLABS SHALL SLOPE IW PER FOOT AWAY FROM HOUSE. 5. CONTROL M HTS(IF SHOWN) ME NOT READ BY CODE BUT ME SUGGESTED (ESPECIALLY VMEN USING FIBER REIN CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4' OF THE THICKNESS OF THE SLAB. FILL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED MET1,100. 6. MECHMICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNm'&COUNTYCODES. 7. MUNDATIONSMDSUPMRTSMROUT°DORMECHMICA- SYSTEMS SHALL M RAISED AT LEAST 3• ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. S. NO WOOD STAKES PERMITTED IN FOUNDATION. 9. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET W FOR ADDITIONAL INFORMATION, GC TO DETERMINE STEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MM ON SI A FOR REQUIRED STEEL SENDS AND LAP SPLICE. SEE DTL MFOS AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN MD CORNER INFORMATION. 11, MV EQUIMENTMD/ORAPPLIMCESMMW MIGNRKINSOURCESHALL BE ELEVATED A MIN OF 16•. CONTRACTOR TO PROVIDE SUCH PLATFORM. 1 EITHER MASONRY OR WOOD CONSTRUCTION 12, ASSUMED ALLOWABLE SOIL SEARING PRESSURE AFTER COMPACTION: 21xD PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO HOT MEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDADON DESIGN. SOIL TO BE FREE OF ORGMIO MATERIAL AND COHESIVE SOILS, COMPACTED IN 12- LIFTS M AT LEAST 95960E MAIL DRY DENSIWM DETERMINED BY ASTM - 01557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2DOD ME M PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED. G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STFMWALL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW MD PROVIDE 14. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WAIL 3CHEOULE-.tQP- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FOU DATION PADSWHERE SHOWN M THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THEOEPTHOFTHE 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 MD/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS MD REINFORCEMENT REQUIREMENTS ME MET. 16. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SUB. FOOTING SCHEDULE /2'112x17 dp w/ I51 EQUALLY SPACED EA, O WAYMIN.2 HORR.CLEMANCE BETWEEN MIN (2)95 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. 1712411711 w/ W.EQUALLYSPACEDEA 24'SIDE@3.O.C.&MIN 1A WAY MIN. '2 HORQ. CLEARANCE BETWEEN (3) RS PARALLEL TO 17 BARS& 3' MIN. COVER TO EDGE OFCONC. SIDE IllO.C. IT dp w/N61 EOUALLY SPACED EA. O24'1241 WAY MIW Z' HORQ. CLEARANCE BETWEEN MIN (3),Y 5 E.W. BARS&3'MIN COVERTOEDGEOFOONC. 2B912 17 Op w/ 161 EQUALLY SPACED EA 2.3 WAYMIN7HORIZCLEMANCESETWEEN MIN 14)&5 E.W. BARS &3'MIN COVER TO EDGE OF CONC. 30'k 17dp w/ R5'1 EQUALLY SPACED EA, 2.5 WAY MIN.7 HORR. CLEARANCE BETWEEN MIN (4) & 5 E W. BARS & 3• MIN. COVER TO EDGE OF CONIC. 3713 17 dp w/ W, EQUALLY SPACED EA. Q6 WAY MIN 2HOR0:. CLEARANCE BETWEEN MIN (5)&S E.W. BARS&3•MIN COVERTOEDGEOFCMC. 36.13 12 dp w/ &5'1 EQUALLY SPACED EA. O WAYMIN7HORLZCLEARANCE BETWEEN MIN (5)&S E.W. BARS &3'MIN. COVER TO EDGE OF CONC. 42Y47117 dp w/ 11161 EQUALLY SPACED EA 3.5 WAYMIN7HORIZCLEARMCEBETWEEN MIN (6)♦5E.W. BARS &3'MIN. COVER TO EDGE OF CONIC. 42'14n16' dP w/ N5'1 EQUALLY SPACED EA, WAYMIN2MORQCLEARANCE BETWEEN MIN (6)05EW. BARS & 3• MIN. COVER TO EDGE OF CONC. 48'145Y12' dP w/ 1161 EQUALLY SPACED EA O WAYMIN.7 HOR2.CLEARANCE BETWEEN MIN (7)45 E.W. BARS & 3• MIN. COVER TO EDGE OF CONC. 48148'Yt6• dP w/ NS'1 EQUALLY SPACED EA, 4A WAYMIN.2 HOR0:. CLEARANCE BETWEEN MIN (r)%5EW BARS & 3' MIN, COVER TO EDGE OF CONIC. 48145k24'tlp w/ N6s EQUALLY SPACED EA 4B WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)&5EW BARS&7MIN. COVER TO EDGE OF CONC. 52152117 dP w/ &61 EQUALLY SPACED EA 4.3 WAYMIN7HORR.CLEARANCE BETWEEN MIN (7)05EW &T MIN COVERTO EDGEOFCONC. _BARS 54'154'k16' dp wM51 EQUALLY SPACED EA. 4.5 WAY MIN. 7 HMO. CLEARANCE BETWEEN MIN (8)45EW. BARS & 3• MIN. COVER TO EDOE OF CONC. 54>c54Y21 dP w/&51 EQUALLY SPACED EA, ® 7 R. WAY MIN, HORCLEARANCE BETWEEN MIN (9)&SEW BARS & 3' MIN. COVER TO EDGE OFCONC, 60 60'116'dp wM . EQUALLY SPACED EA. O WAY MIN. 7 HOR¢. CLEARANCE BETWEEN MIN (.)&SE.W. BARS & T MIN. COVER TO EDGE OF CONC. B6k86k16' eD w'W. EQUALLYSPACED EA 5.5 WAY MIN.7NORQ. CLEARANCE BETWEEN MIN (10)05 E.W `�,�&&iil:&44j 1 WC�' s (0 Nyyy��A 0, si • O ✓! / Z 0�i � •Z lip 2N f !` "P►FIMR M. U n H 4 C O� Z 41 j E W j OO u m J - = xaz a0 - O � F a zo a-j F� • woa tnt. z� m� � O STRUCTURAL ENG' TH m (7 w --NG'. j STRUCT: DP U ¢ p OC CHECK: CC J w JaBro. STAR-17146 SCALE_ AS INDICATED Z w DATE: OB2123 w ¢ „ I-LJIUNUAIIUNFLANI10 1386-MR LOT 123 1386-B LOT 124 1386-N LOT 125 114"= 'Y 0.SZ 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. Zz BEARING WALL PER 1.1—.11 WALL h BEARING WALL PER cnlcrtivrt W�u� IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 2z BRG WALL PER PLAN SHEATHING PER PLAN. PLAN SHEATHING PER PLAN. HOLD NON-BRG WALL ABOVE -WALL SO BASEBOARD IS BEARING / FOOTER PLAN AND BEARING SEE DETAIL WF10/SD4 Zx P.T. BOTTOM PLATE SEE DETAIL WF10/SD4 BACK $O BASEBOARD ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE TI FOR MORE INFORMATION FOR MORE INFORMATION IS SITTING ON 2. P.T. BOTTOM PLATE 8 ATTACHMENTS PER T EMBEDMENT BELOW FOUNDATION BELOW FOUNDATION BELOW NON -BEARING WALL MIN S 2z P.T. BASE PLATE 8 ATTACHMENTS PER PLAN �11` CURB IS TALLER THAN LOWEST STEP OF (MAX 7) 7 2z BIRO WALL PER PLAN BUILDER TO PROVIDE SILL 8", CONTRACTOR TOADD (MAX 7) CURB MAX I PLAN AND BEARING CLEAN COMPACTED SEALANTIINSULATION BUILDERANTO PROVIDE SILL BUILDER SILL I WALL SCHEDULE FILL 95%STANDAR7 SEALAN7ANSULATION C k5 CONT. BAR SEAIANTANSUTATION BUILDER TO (1) k5 CONT. W/ i-12" DENSrY CENTERED WTHIN CURB 7 FOUNDATION SLAB PER w CONC. SLAB PER CONCRETE BLAB PER OFF SET BOTTOM w b PROVIDE SILL I FOUNDATION PLAN COVER TW. 2 m FOUNDATION P PLATE CONCRETE SLAB PER - W/MIN.7 COVER MAX a w ^ 2z P.T. BASE PLATE FOUNDATION PLAN PLAN < SEAIANTANSULATION I CONCRETE SLAB PER wS >� I 1 12" FOUNDATION PLAN m y O ION P CONC. SLAB PER N > > PLATE T BOTTOM Np a VARIES w? .� GRADE n OUNDAT PLA SEE PLAN _ R _ X I m- m CLEAN COMPACTED (2) k5 CONT. REBAR ON t - I t i ( I -- _ _ -e' _ S-' i :— • . I - CHAIRS W/MIN.3' m - m ^ FILL 095%STANDARD : 2 OVERTYF 77 I —li B' 1S 4' 3')COVER TVP.NT B" e' 8' e' 11— I CLEAN COMPACTED 11; DENSITY COVER e" 1'-0"� FILL @ 95%STANDARD -- -I (1)05 BAR CONT. (2) k5 CONT. REBAR ON -='� t 1-"' I - _ W/3' COVER TYP. (2) k5 BARS CONT. W/ DENSITY ;I -III CLEAN COMPACTED CHAIRS. MIN3- 3' COVER TVP- FILL @DENSITY STANDARD CLEAN COMPACTED COVER B' 1•.p 3-CO COVER TYP. VW PENDINGSITE DENSITY FILL @ DENSIT5%STANDARD 3'COVER TYP. CLEAN COMPACTED CONDITIONS, SEE WHERE 2N0 STORY OCCURS, FTG PENDING SITE DENSITY FILL @95%STANDARD DETAIL MF20 FOR SHALL BE 1'4' WIDE WI(3)k5 BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG DEEP MONO DETAIL MF20 FOR SHALL BE 1'4" WIDE W/(3)i5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE D S WIDE C RS DEEP MONO SHALLBEI'd-WDEW/(3)kS BARS SHALL BE I'41"WIDE WW(3) k58ARS (3) BARS r FOt TYPICAL EXTERIOR FOOTING 49TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN (mrLw1 DOUBLE STEP FOOTING 4FRN BEARING SLAB STEP DOWN u�IFO6 FOOTING AT INTERIOR BEARING 490 3/4'=1'-0' 31 3/4"=1'47' 3/4•=v-(r 3/4"=1'-0" 3/4'=i'4)" NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, IALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR RE CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO +T...E�S. EDGE IS REQUIREDTOBE STEEL AT2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONSNOTE: AT FRENCHADJACENT MONO AND/OR STEM WALL SEE FRAMING PLAN DEEPER THAN 17 FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. 3Irr FOR MORE MIN. 24'BEFORE ------1 INFORMATION CONTRACTOR TO SEE FRAMING PLAN ANOTHER STEP [{VERIFY WITH DOOR ICONC. SLAB PER { GARAGEImBk17THICKENED I I "�REQUIR FOR )AND PARTY WALLFOUNDATION PLAN 1-REQUIRED RECESSSLOPEDETAILS FOR MOREISLAB W/(1)kS CONT. b11 -` I - INFORMATIONIW/3"COVER TYP. �' . k5 CONT. CONCRETE SLAB PER{ 'MIN.faI I IFICATIONSLD PER RS j I ' Hww.--- *, REINFORCEMENT SEE FOUNDATION PLANGRADE f j 11 ' .II FOUNDATION PLANTHRESHOLD PER _ i {,.II FOR QUANTITY MANUFACTURERS[1 MANUFIC TURERTOP VIEW ([il CORNER GARAGE WALL Ti .I II'm I ,�I i5z25•z25TIONS 'CORNER CONC. SLAB PER BEYOND BAR, ONE FOR EA -. FOUNDATION PLAN PROVIDE 3/d' MIN. VERIFY PLAN DETAILS .I HORIZONTAL CONC. SLAB PER 'I i FOR REQUIRED k5 { REBAR. TYP. U.N.O. i? _ 1 — SLOPED RECESS AT �I CONT. BARS. MAINTAIN _ ',• _ FOUNDATION PLAN - _ GARAGE DOOR DRIVEWAY BYBUILDER - F ^ 11 GAR. 1SMIN. 1SMIN. SLOPE € II FIN FLIT. SLOPE CONCRETE OR PAVERS VERIFY PLAN DETAILS—: BEND EACH CONT. k5 FOR REQUIRED k5 PER MFG SLOPE EXT. SURFACE BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR GRADE 10 PER OR INSTALL k5 HOOK 3" COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM 3 k FILL @95%STANDARD CLEAN COMPACTED (I SCONT. REBAR DENSITY BAR. LAP REBAR PER BUILDING ON CHAIRS W/ MIN. Wl k5 CONT. — TABLE MD08 ON SIA 7? FIBER EXPANSION FILL 0 95%STANDARD 3" COVER W/3' COVER TYP. 4' I I'1 i,�• : m MIN. k4 TOP AS REQUIRED DENSITY PORTAL FRAM APA � PORTAL FRAME SPECS THICKENED EDGE IFO� TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING I THICKENED EDGE @ GARAGE DOOR 3/4'=1'-0" 3/4"=l'fT 3/ zv—t" 3/4"=1'41' 3/4"=1'47 7 SCH. 40 STEEL PIPE (2) p5 z d'd` BARS 1' TYP. IF MASONRY WALL OR ALL REINFORCEMENT SHALL FILLED W/ 25DO PSI COLUMN IS ABOVE, MAINTAIN 3" CLEAR TO CENTERED AT PIPE PVC OR SCH40 SLEEVE CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1.12" CLEAR TO PENETRATION TO BE MIN. 3FT TALL 1 12" MAX. 172' MAX. STEEL TO BOTTOM ANY FACE EXPOSED TO %E70X 1/4 ROW OF STEEL. WEATHER 8" CMU - _ ' SEE FRAMING PLAN CONC. SLAB PER 7 AND PARTY WALL FINISH PER ELEV. : i t - = 1 = FOUNDATION PLAN CONC. SLAB PER ;i (4) 1/4' z 31 M' IF CURB IS TALLER THAN ,� DETAILS FOR MORE FOUNDATION PLAN a" C.M.U. FINISH PER — : 515S13A)" THICK A36 I _ I SUP-RSTUD B". CONTRACTOR TO ADD i. INFORMATION FINISH FLOOR ELEV. - STEEL BASE PLATE S-Tf- FASTENERS W/ MIN. (2) 05 CONT. BARS W/ MIN I 1 I _ 7 COVER IF FOOTING IS TALLER FINISH FLOOR _ BARS A /THAN 3-0,ADD POI �)S O PENETRATING (REFER TO :i: PIPE. MAX 4•' i -`I i- -FOUNDATION PLAN w N F 112'EMBEDMEMI _ RgDE � PENETRATING PIPE -) 1 _--FOR CONT INTO CONCRETE CONCRETE SLAB PER ¢ ^ (2) i5 BARS � TOP i - : FOOTING DEPTH T SECTION AA MAx. A" SEE FDN. PLAN FOR I._' - FOUNDATION 2' SCH. 40 STEEL PIPE FOUNDATION PLAN > EXCEEDS 28' WHEN MONO DF PTH ,I - 95 LOOP TIE (TYP') ..SIZE&REINf. INFORMATION FILLED W/25W PSI ^X CONCRETE. BOLLARD 1/4• DEPTH <2S THESE z PVC SLEEVE MAX - _ z E7UX . , BARS ARE NOT REO D m' REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. SIFT TALL GRADE �o 6' DIAMETER .. ... -I \ FOUNDATION PLAN i z - i \; FOR CONT. CONTACT FOR FOR ADDITIONAL REVIEW 5'k5Sc3M'THICKA36 "" I — OC STIRRUPS -•A: FOOTING PER PLAN FOUNDATION STEEL BASE PLATE - f 3 ... Y' g FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS m :. - e :' - � DEPTHE XCE2S 1 I �_- z 1 1 I CLEAN COMPACTED INFORMATION 1 .. IF DEPTH < THESE '^f FILL 095%STANDARD - (4)1/4'z31N' — — BARS ARENOT REQ'D 1-1 i ^ (SIDE VIEW) DENSITY FOOTINGPER PLAN p . — - ;. PVC SLEEVE xe e+ - CONCRETE SLAB PER A A FASTENERS W/ MIN. (2) k5 BARS CONT W/ CLEAN COMPACTED (FRONT VIEW) MAX6"DIA O - I' PLAN 2AWEMBEDMENT 3"COVER TYP. 4" FILL @ 95% STANDARD .. 1 d' 7'-0" DENSITY INTO CONCRETE CLEAN COMPACTED IF FOOTING IS TALLER THAN 3'-0', a - FILL ® 95% STANDARD (3) k5 CONT. REBAR ON FOOTING IS REQUIRED TO BE T-U'WIDE DENSITY CHAIRS W/MIN. 3'COVER W/(d)kS CONT. BARS WN 3' COVER _... t F1 TYPICAL FOUNDATION PENETRATIONS -' -. 1-1 F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/ CURB F2 DEEP MONOLITHIC FOOTING 3/4"=ra' PIPE PARALLEL TO FND W4" = r� 3/4" =1'4T' 3/4"=ra ALL REINFORCEMENT SHALL SEE FRAMING PLAN & MAINTAIN 3" CLEAR TO PARTY WALL DETAILS GRADE AND 1-10 CLEAR TO FOR MORE ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION WEATHER PARTY WALL DETAILS (2)k5 BARS @ TOP FOR MORE �712- WHEN MONO DEPTH INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL MAX EXCEEDS 26'. NOT ^ 4' 6, CONTRACTOR TO ADD SHEATHING PER PLAN. EXTERIOR WALL SEE DETAIL WFIO/SD4 REOL. IF LESS THAN > (2) k5 CONT. BARS W/MIN. 26"DEEP U SHEATHING PER PLAN. 2" COVER I FOR MORE INFORMATION (1) k5 BARS @ NOSING . % SEE DETAIL WF10/SD4 CONC. SLAB PER w a BUILDER TO I CONC. SLAB PER FOR MORE INFORMATION 15 CONTINUOUS REBAR FOUNDATION PLAN - PROVIDE SILL FOUNDATION PLAN } a 2 SEALANTANSULATION 7 NOSE, MAINTAIN MIN. ¢ BUILDER TO > f 3' CONCRETE COVER .T PROVIDE SILL CONCRETE SLAB PER tc w CONCRETE SLAB PER 11' MI ly SEAIANTANSULATION FOUNDATION PLAN FOUNDATION PLAN VARIES, I" 73 d MAX, 93 STIRRUPS 46 I • I u rc W GRADE- O.C. WHEN GRADE DEPTH EXCEEDS 2S I I f GRADE >o € 17 IF DEPTH IS O„. THAN 25, STIRRUPS f § ARE NOT REQ'D �i ii 4i l ili _-I (3) k5 BARS CONT 1 -0" 8• B" B" _ 1 (3) k5 CONT. REBAR i — /3" COVER TYP. _ W :--� _ .— CLEAN COMPACTED (3)kS BARS CONT.® ON CHAIRS W/MIN i _ (3)kS CONT. REBAR I 1 CLEAN COMPACTED FILL 95%STANDARD 2T CLEAN COMPACTED ON CHAIRS W/ MIN. CLEAN COMPACTED ® STEP SECTION W(J' 3" COVER FILL 95% STANDARD FILL @ 95%STANDARD DENSITY COVER TYP. 16 I 3'COVER 18 FILL 095%STANDARD DENSITY DENSITY DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING dF3� EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED 3/4"=r-0" 3/4'=1'4r 3/4'=1'-T 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. ,��r8sa�zikdkkk NO _ 4f L '.. wlwrr a J Zf 4+ O o W QF Q j Z Zj J O = H y ipg r Q Q� m =w VIP S 0o W o I N� d rc � u v 'w n b = t t� d, c y Z N 7 E O Q Uln0 J 0 a XLU - 2 1— CL w X 0 �w :i ww0 a m0 od Q J N tea} y1, i p STRUCNRAL ENG: TH DRAFTING: mU' STRUC7 DP y OC CHECK: CC O w JOB No. STAR-1 ]146 2 SCALE: AS INDICATED w DATE. 'Xi 0 S3 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT / 1 1 TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL RI HORIZONTAL 12' SIMPSON 5/8' THREADED 72' J$I / I I TITEN HD ROD ESNs' Bd 6' O.C. 12 O.C. (2N20WS 3' O.C. 3' O.C. MIN. 2x STUD 24" 32 37 COM'MON ESWJ PER DETAIL 4'O.C. 17 O.C. (2)ROWS 3'O.C. 3-O.C. MIN, 2x STUD PER DETAIL 16" 24' 2r WI"10/SD4 (0.131x 2 5.) 3' O.C. 17 O.C. (2)-ROWS 3' O.C. 3' O.C. MIN. (2)-2x OR 4 STUD WFI0/SD4 17 16' 1B ESW2 Y OC. 17 O.C. (2)-ROWS T O.C. Z' O.C. MIN. (2)-Zx OR 4. STUD NOT ALLOWED 12• 17 1386-OR 1386{R 1386KR 136&A 1386 MR 1386-8 138" ISW7 10 GYPSUM 5E COOLER- 7' O.C. T O.C. 7" O.C. T O.C. MIN. 2x STUD MIN, 2x BLOCKING 24' 37 37 Ism 8d 6'O.C. 170.C. 4'O.C. 4'O.C. MIN. 2x STUD 24' 37 37 BUILDING KEY SW4 716E STRUCTURAL COMMON q• O.C. 17 0C, P O.C. 1' O.C. MIN. 2x STUD PER DETAIL 16 24' 24' 1 SHEATHING OR (0.131'x WF10/SDI ISW3 3' O.C. 77 O.C. 4' O.C. 4" O.C. MIN 15137 SHEATHING 2,5') . (2}2x OR Ix STUD 17 ' 16ISW2 70.C. 170.C. 4'O.C. 4'O.C. MIN. (2}2x OR 4K STUD NOT ALLOWED 77 17 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESWB. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -Sd COOLER NAIL SHALL BE MIN, 0.086'x1-5/8'LONG d 15164' HEAD. No. B TYPE'W' DRYWALL SCREW (1-1/4- LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS AND ADDITIONAL INFORMATION I„ REFER TO DETAIL W ON LEGENDS d SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. d REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY, IA WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF061 SD2 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT W32 SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3/4'=1'-0' I I STANDARD 1ST FLOOR FRAMING 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 d CONNECTOR LEGEND SHEET 2. AT ALL WINDOW/DOOR OPENINGS ®1ST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF09/SD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 (AA) 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 WF1 O/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. I I� 1 ?Iw 1 �1� ! 2x4 SYP M2 FXTERIOR FRAMF WAI I STl1mS. 11 O C. MA% it ai ESWO ESM ESM ESM 1 I 1 1 1 I I I 1 I 1 I 1 1 I 1 DO SDO 7 F SD4 I I .................. D ...7...... F .., I I D 7 -F.....-7 .......... D APPLY TO ENTIRE SDO REAR WALL OF SDO - 1 -_- _ p ... ENO UNITMR�lRmi H4z10 D D _—_--__._.__^� _-- —Hdz12RmtH4z10 H4z12 ^ g ^ D E 13 7 p 7 D 1-- 1 --_ _ H4z12 +� H4x10 p + 1 7 1 D 7 13 E 7 13 E 9 E D� I 1 � D E 12 79 11 13 E F 13 11 � 1 E 13 7 E 13 7 D 7 7 D I i WI) 1 1 2 i 1 1 LL I I WQ i LLi C g 1 1 C n5 1 I i B2x8lANDING i B2z8 LANDING i 1 BEAM 1 I 1 BEAM B218 LANDING D i 1 B2z3 LANDING BEAM 1 '" NOTE'DOWNSET -..--- 1 1 BEAM ---F]U, NOTE D0IAMSET 1 I HEADER AT — I --- HEADER AT - NOTE: DOWNSET p - D 1 p I DOOR LOCATION .. E., (E DOOR LOCATION HEADERAT .f 1 NOTE -ATTACH BEAM TO NOTE: DOWMSET I NOTE: ATTACH BEAM TO I DOOR LOCATION _ T MIN. B-PLY BUILT UP i HEADER AT --= / 1 2 MIN.3-0LV BUILT UP E COLUMN BETWEEN _ —_ 1 DOOR LOCATION E I —_ --_ COLUMN BETWEEN NOTE: ATTACH BEAM TO I ( DOUBLE TOP PLATE d _ I NOTE: A ATTACH BEAM TO I I DOUBLE TOP PLATE d I 1 MIN. 3-PLY BUILT UP HEADER USING HUC48 D E MIN. PLY BUILT s E D HEADER USING HUG46 i I COLUMN BETWEEN - •- - ^ I .., I g COLUMN BETWEEN = I 1 - DOUBLE TOP PLATE d '- HEADER USING HUC48 n., 82x12 EE DOUBLE TOP PLATE & Bb12 I D - E LANDING HEADER USING HUC46 p - • �- - LANDING 1 BEAM. E .. BEAM 1 ....- LANDING � -m. BVA .. B2x12 .... LANDING _ --.. -__-. BWI BEAM I .BEAM BWI E 11 awlBW i " I i am 11 - I I W2 11 E �E PLATE HEIGHT AT BOTTOM S6 1 FA 1 E _. I Li OF FLOOR SHEATHING -' 1 E ,. FJ1 ® _ 1 FJ1 ..... I 1 I 1 FJ1 _,_..... -: E WI) E 1 1 I I LL l u 11 E K D BW2 d BW2 D 11 E I HN6 H2x6 H2x8 M2x8 :: 1 BW2 D _ I D I APPLY TO ENTIRE FRONT WALL OF M2112 H2u8 1 ^ 7 12 E 1 1 E 12 7 H2x6 H2xe END UNIT ===. =- i n I BW2 I —a LL D5 IDS BW2 ES%W — m — _ _ _ _ _ H4x12 Rml H3.Sx9.25 ^ _ _ I n 02 7 12 E ; -- ^ BW2 H3.5x9.25 ml M4x12 ^ 1 ^ ^ H4z12 g -- --- 'a� _ _ D 2 D ^ y +ILL Y D S2 D Rm1 H3.Sz9.25 1 D I _ _ _ _ H4x12 Rm1 _ — — --H3.Sx9.25 1 D I 17G EXTENT OF PORTAL 17-21(P EXTENT OF PORTAL I 17-21IT EXTENT OF PORTAL WALL FRAMING - SEE DETAIL) 19 13 E WALL FRAMING -SEE DETAIL) I 17-21/P(EXTENT OF PORTAL I WALL FRAMING - SEE DETAIL) I 1 WALL FRAMING - SEE DETAIL) 1 1 58 ESW3 —I p 2x4 SYP #2 EXTERIOR FRAME WAIL STUDS f 17 O.C. MAX SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE 6-0' 2,4 SYP 02 f Is- O.C. MAX 2x4 SYP 02 ® 16' O.C. MAX 9'-0" 2x4 SYP 02®Is- O.C. MAX 2,4 SYP 92@17 O.C. MAX 914E 2x4 SYP tl2 ® 12' O.C. MAX 2.4 SYP 02 @ IT O.C. MAX 10'd' 214 SYP #1 ® 17 O.C. MAX 2.4 SYP i1 @ S' O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8`0" 20 SYP 820 Is- O.C. MAX 20 SYP 02®Is- O.C. MAX 9'-0' 20 SYP 02 @ Is- O.C. MAX 2x4 SYP 02 @ 16' O.C. MAX 94' 2x4 SYP s2 Q Is- O.C. MAX 2x4 SYP 02 ® Is- O.C. MAX 10,01 2x4 SYP 020 IT D.C. MAX 2z4 SYP l2017 O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL VvFI0/SD4 FOR REQUIRED WALL SHEATHING THICKNESS S NAILING PATTERN. 3.1 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 OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 ®16' O.C. MAX UN 0 ON FRAMING PLANS. WALL LEGEND = 9'-1' TOW. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = 8'-1- TOW. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL 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 1386-OR LOT 119 1386-LR LOT 120 1386-KR LOT 121 1386-A LOT 122 FIRST FLOOR FRAMING PLAN u. NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND =1'-(r 23 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 ,a��ggrt►6ti da x444 f,�.M r� fffffff (0 14A f O _ f U cv 0 0 :z O ffff�f v' N�®�, R* O iF (A u W � O 0� a o g "_ F O a U_ nit rc _3EL— Cr �3 � § O LL UJI i N6 w i a � TH S-STRUCT: DP ¢ C.0 CHECK: CC O w J061b. STAR-17148 r SG1lE: ASINDICATED S5 i61, 13860R 1366-LR 138GKR 138" 13"R 138" 130" BUILDING KEY SHEAR WALL SHEATHING r ,,. TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL 1S1 HORIZONTAL 1 r SIMPSON SW THREADED 12' J-BOLT TITEN HD ROD ESNs' 8tl 6' O.C. 17 O.C. (2}ROWS 3' O.C. 3" O.C. MIN. STUD 24' 37 37 ESW4 PER DETAIL COMMON 4' O.C. 12 O.C. (2}ROWS 3' O.C. 3' O.C. MIN. 2x STUD PER DETAIL 16, 24" 24" ESWJ WF101SD4 ZO5^)31'z 3- O.C. 17 O.C. (2)-ROW53"O.C. 3'O.C. MIN. (2)-21 OR 4. STUD WF10/SDd 12 16° 16' ESW2 7 O.C. 12' O.G. (2)-ROWS 3' O.C. 2' O.C. MIN. (2).2( OR 4x STUD NOT ALLOWED 12, 17' ISWI 1r7 GYPSUM 5d COOLER•• 7' O.C. r O.C. 7' O,C. 7' O.C. MIN. 2. STUD MIN. 2.x BLOCKING 24" 32" 32" ISW6 ad e"O.C. 170.c. 4'0.C. PO.C. MIN. 2, STUD . 24' 32' 32' ISW4 7n fi' STRUCTURAL COMMON 4. O.C. 17 O.C. /' O.C. 4' O.C: MIN. 2x STUD PER DETAIL 16' 24" 24' I= 1 SHEATHING OR 1SW SHEATHING (0.131'z 2,5") 3" O.C. 17 O.C. 4' O.C. 4" O.C. MIN. (2}2x OR 4x STUD WF10/SD4 17 16" 16" ISW2 4' O.C. 4' O.C. MIN. (2)-Z OR 4x STUD NOTALLOWED 12' 17 'U.N.O.: ALL EXTERIOR FRAME WALLS SHALL BE SHEATHED PER ESVW. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -5d COOLER MAIL SHALL BE MIN. 0.086`xl-W LONG & 15064" HEAD. No.6 TYPE'W' DRYWALL SCREW (1-114" LONG) MAYBE USED IN LIEU OF 5d COOLER RAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION I') REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. R' WHEN (2)2x_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WFOB] SD2 SBS = SHEATHING TO BE APP... TO BOTH FACES OF WALL SEGMENT 32 SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS / 3M' 1 -T I\� I i I I I i L AGOIN p 7 F 7 D I S APPLY TO ENTIRE SW 1 E 13 7 2 1 REAR WALL OF * SD01 ENO UNITSD4Rm1 MR.1 H4z10 DE 19 D H4x10 D p H4x10 Rm1 7D 7 13 E 7 13 E +� H4x12 M 51DJ �7 D E 19 11 13 F i E 13 11 19 12 E I I D7 I LL LL I LL , vw B2x8 LANDING BEAM ' -- ' BN8lANDING I p .. I LADING " BEAM I _ F - NOTE. DOWMSET - BEAM - 7 HEADER � DOOR LOCATION I - p � 1 NOTE: DOWNSET HEADER AT - $ 1 DOOR LOCATION 1 E NOTE. ATTACH BEAM TO ' '- = MIN 3-PLY BUILT UP _-_ COLUMN BETWEEN I - I =,6 I E D NOTE: DOYMJSET HEADER AT DOOR LOCATION D ci O _ I I NOTE: ATTACH BEAM TO I I MIN. 3-PLY BUILT UP I DOUBLE TOP PLATE & E D HEADER USING HUC46 I I I NOT ATTACH BEAM TO MIN. 3-PLY BUILT UP ' COLUMN BETWEEN = _ , DOUBLE TOP PLATE & ,^ ,,,_„;..,F d� 92t12 iL' -- - COLUMN BETWEEN DOUBLE TOP PLATE & o I HEADER USING HUC46 D E - I LANDING I E ^w p HEADER USING HUC46 r m BEAM . 62x12 �. I " LANDING BEAM .._ BWI . .,... . .... ...... BWI ..' ...�.........,. I .... �...,. _- ....,. LANDING _ _ W1 BEAM ,�' 11 E i w I I LL I 1 BW7 D < BWI E 11 I� 1 1 � w ~ 56 , _ D I I � 1 � � PLATE HEIGHTATBOTTOM � OF FLOOR SHEATHING �F a E FJ1 , I LL F.11 FA I I I I I H2x6 I `E E 11 p BW2 _ ___ AAAA�-. - -_.- �• BWZ I D I APPLY TO ENTIRE I H2z6 FRONT WALLOF I H_38 I E 12 7 ; _H2x6_ ___ _H2x12_ END UNIT 2 BW2 7 12 E I i ESW3 I SD5 DS u BW2 BV12 _ H3.Sz9.25 Rmi 14402 D 2 D _ _ N4z1 _ _ ___ HIx12 Rm1 H3.Sz9.25 I D I H3.Sx9.25 Rm1 17-212' (EXTENT OF PORTAL 174i (EXTENT OF PORTAL (EXTENT PORTAL WALL FRAMING - SEE DETAIL) E 13 19 WALL FRAMING -SEE DETAIL) I m WALLF E 1 WALL FRAMING - SEE DETAIL) , 1 ESWJ BS D D STANDARD 1ST FLOOR FRAMING 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 WF07AON NOTES& CONNECTOR LEGEND SHEET 2, AT ALL WINDOW] DOOR OPENINGS 0 I ST FLOOR, CONTRACTOR TO FOLLOW DETAIL VUF091S02 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS091SD4 (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 WF1 G504 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN ANDIOR 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. EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 2x4 SYP 02 016- O.C. MAX 2,4 SYP #2 @ 16" O.C. MAX 91-0" 2,4 SYP 02 0 19' O.C. MAX Zx4 SYP 02 ® 12" O.C. MAX 2,4 SYP #2 @ 17 O.C. MAX 2x4 SYP #2 @ it O.C. MAX 1010' 2.4 SYP #1 G 12- O.C. MAX 20 SYP 81 @ 8" O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8147' 2x4 SYP #2 @ 16" O.C. MAX 2x4 SYP #2 @ Is- O.C. MAX 74T 2x4 SYP 02 @ 16' O.C. MAX 2,4 SYP 02 Q 16' O.C. MAX 9'd' 2x4 SYP 02 @ Is- O.C. MAX 2.4 SYP #2 @ 16' O.C. MAX 1014P 2x4 SYP #2 @ 17 O.C. MAX 2.4 SYP #2 017 O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL WF101SD4 FOR REOUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3,1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE RAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2z6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2016.O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND TOW 1ST FLOOR INTERIOR]EXTERIOR BEARING WALL =8'-1-TOW. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL 'A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOTMATCHTHE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1386-MR LOT 123 1386-B LOT 124 1386-N LOT 125 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. 6y�i1'#'i#xi#e4 Z O ((gnn ''^LL vv j) G LL LL ILL. a C o N N t (, W o r Z � � E O LUDO X m J - Oav1 = W 2 W- W W p U)� FI s1RUC1URAl i N TH 1 c QC CRECK: CC O w JOB No. STAR-1]146 i sCALE: AS INDICATED w mn 0821M S5.1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER SPECIES CONNECTION BFASTENERS UPLIFT CAP. ENTER/SIDE BLOCKING SYP ATTACH KING STUD TO HEADER wI H2xe k F#2 W! OPT.T, �' FLITCH PLATE (8) 0.167 x 3-12' NAILS TOP BOTTOM (PLF) (2)2X8#2 SYP ATTACH KING STUD TO HEADER w/ BWI 16' SVP#2 (3)0.148•x 3-1l4• (3)0.148•z3-i µ• NO UPLIFT MID-SPANH2x8 W/ OPT.+]• FLITCH PLATE IS) 0.162• x 3-12' NAILS 16" SYP#2 TOE -NAILS (1) SDWC75800 TOE4JAILS (1) SDWC75450 270 PLF MID -SPAN I BW2 (2)2x10 92 SYP ATTACH KING STUD TO HEADER w/ H2x10 W/ OPT.+]" FLITCH PLATE (10)0,167x3-12"NAILs 16' SYP#2 (i) SDWC15W0 (i) SDWC15450 270 PLF 10 PT. SW3 (2)W2 #2 SYP ATTACH KING STUD TO HEADER w/ H21112 W/OPT, ? FLITCH PLATE (10) 0.162' x 3-lrr NAILS 12• SYP#2 (310.148"x31µ' (3)0.148"z3-1/4' NO UPLIFT MIDSPAN BWµ (3)2.12#2 SYP ATTACH KING STUD TO HEADER w/ H3x12 W/OPT. }" FLITCH PLATES (10) 0.767 z 3-12' NAILS 12" 12' SYP#2 SYP#2 TOE -NAILS (1)SDWC15600 (1)SDWC756W TOE -NAILS (1)SDWC15450 (1)SDWC15450 360 PLF 360 PLF MID -SPAN Ira PT. ® 1­13.Sx5.5 (2)1.75•x5.5- LVL ATTACH KING STUD TO HEADER W (6)0.16 "x3-12' NAILS H3.Sx7.25 (2)7.75'x72S LVL ATTACH KING STUD TO HEADER w/ O (8) 0.162' x 3-/2' NAILS N3.5z9.25 (2)1.75'z9.25'LVL ATTACH KING STUD TO HEADER w/ (70) 0.167 x 312' NAILS BW7 16' IS" SYP#2 SYP#2 (1)SDWC15600 (1) SDWCI5600 (2)SDVWC75150 (2) SDWC15450 440 PLF 440 PLF MID -SPAN If3 PT. H5.25z1/.25 (3)1.75'911.25-LVL ATTACH KING STUD TO HEADER w/ (12)0 16r 12)0.167 z 3-12' NAILS BYVB H4z6 3.5'kS.S AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (6) 0.187 z 3-12' NAILS BW9 17 SYP#2 (i) SOWC15800 (2) SDWC75150 590 PLF MID -SPAN H4x8 3.5517.25" AFP 1.8E SHORT SPAN ATTACH KING STUD TO HEADER w/ HEADER (8)0.162 .3-10 NAILS BWI 12" SYP#2 (1)SDW/C15800 (2)SDWC15450 590 PLF 10 PT. H4x10 3.5"S" AFP 1.8E SHORTSPAN ATTACH KING STUD TO HEADER w/ E HEADER 10 ( ) 0.167 x SAW NAILS BWIi 16' - SYP#2 - (2)SDWCi51id0 (3)SDWC 75450 - 776 PLF - MID-SPAN - H4zi2 3.5'4112S AFP 1.6E SHORT SPAN HEADER ATTACH KING STUD TO HEADER w/ (12) 0.162• x 3-12• NAILS BWi ENO VERTICAL TO KING STUD W/(6) P+IDR SEE DETAIL HD14 THIS PAGE 0.131z3' NAILS BWn HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL MOTH OPENING SIZE JACKS 0 EA. END KINGS @ EA. END STANDARD BEARING WALL W/STRAPS NOTES 1.41'TO T-1I- I I 4'-T TO T-11' 2 2 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2.4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE WI (3) 0.131" z 3"TOE-NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYP#2 DOUBLE TOP PLATES & BOTTOM PLATE. 3, CONNECTORS ARE TO BE INSTALLED 0 EA. STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 8'4T TO SA V 2 3 70'-0' TO 17-0' 3 q STANDARD HEADER NOTES I. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REDID. SIZE INDICATED ON PLAN IS MINIMUM RED'. PER LOCATION. LARGER HEADER MAYBE INSTALLED W/ OUT APPROVAL 5. IF'BW CALLED OUT ON 2M FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. FROM E.O.R. 6. MID OR t PT. BLOCKING TO BE 2x W/(2) 0.131' x 3"TOE OR END -NAILS EACH END. 2. ALL HEADER JACKS/KINGS 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. WFOS/SD2. ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PLIES (INCLUDING LVL,) TOGETHER USING (2) ROWS OF 0.148"X? NAILS @ 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REO'D. IF ERG. WALL IS INDICATED'NO 17 O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2,10 UPLIFT-. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER. TOP -LOADED HEADERS ONLY, CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-NAILED/END NAILED TO THE PLATES & THE 21 PT BASE PATE CAN BE ATTACHED WMARD CASED INTO HEADER GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 4. NAIL KING STUDS TO HEADER w/(3)0.148•z3-TOE-NAILS PER SIDE IN ADDITION TO NAILING 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MDD3/SD7 U.N.O. ON PLAN. PER HEADER SCHEDULE. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WFO9/SD2 U.N.O. ON PLAN. 5. IF MORE THAN (1)KING IS REO-D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL READ. 11. COLUMNS WITHIN BEARING WALLS /UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITI. KING PER DTL. WFOS/ SD2. INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPA30TTOM AND HAVE AN ANCHOR (AS DEFINED OTHERVSE, CONTACT E.O.R. FOR REQD. WOOD SCREWS. ByDETAIL WF07A THIS SHEET) WITHIN 6" FROM THE COLUMN. S.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. AT NON -BEARING WALL LOCATIONS 2X4 SPF#2 STUDS 24'MAX. ARE ADEQUATE. AT NONING 13® o.c. NON -BEARING B. SEE DTL. WFO9/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)214 FLAT w/(3)0.131"x3' TOE -NAILS EA. SIDE AND CRIPPLES AT 24'o.c. A7 2-STORY OPEN AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. AREAS INSTALL NON -BEARING WALL STUDS @16'o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE)AND 9. AFP 1.6E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS. SINGLE TOP PLATE ARE ADEQUATE LEAVE A I} GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = 1600DDO psi, FS =1500 psi, FV =175 psi, FC-PERP = 660 psi. (2) OA 31113" TOE -NAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE wJErTHER GUN NAILS ®37c.c. OR (2) ,0. WHERE SYP 02 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.6E 0%'X3-I/4' NAILS TO EACH FLOOR TRUSS. SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 14. IF OUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WPM. ABOVE BEARING WOOD WALL SCHEDULE, NO SP4'S ARE REQUIRED. 11. AFP 1. BE SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. MINI Ilk MIN. 1f1•sIMPSON TREN-HD SCREW AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED @ MAX. 24. O.C. lN/ MIN. CONNECTOR' e, SIMPSON TITEN-HO, 1/7 THREADED ROD, 7" EMBEDMENT INTO FOUNDATION. AND 10 J-BOLT, MAY BE INSTALLED AND OR SUBSTITUTED I -7 ISTANC MAINTAIN A MIN. 2 EDGED E BY THE CONTRACTOR WITHOUT ADDITIONAL R U ADD NqL REVIEW V FROMTHECONCRETE OR MASONRY FACE. TE FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURER'S THIS SCHEDULE. WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. NW SPACN01 ALL'BASE CONNECTORS' SHALL BE SPACED AS INDICATED 2-1 µ' TRADED RM VW EPDXY ANCHOR. : DRILL &EPDXYMIN. 518' THREADED ROD THIS SCHEDULE, 6• FROM EN DS OF WALL F RAMING, AND WITHIN 6" EACH SIDE OF BOTTOM PLATE SPLICES, U.NO. ASTM F1554 GRADE 36, FY=36ksi, FU=5S W. WASHERS' INSTALLED ® MAX. 32' O.C., WY MIN. 7' 1. AT INTERIOR FRAME WALLS. SIMPSON BP OR BP5125O L - M T INTO FOUNDATION USING EMBEDMENT WASHER ORE UAL /16' . Q ( SIMPSON SET-XP EPDXY OR EQUAL. F AT T F AM 2. EXTERIOR SHEATHED R E WALLS: USE SIMPSON - µ' T MAINTAIN A MIN. 2 1 EDGE DIS ANCE BP -3 SQ. 3 SQ. AS WASHER EQUAL (OLES0.229'). FROM THE CONCRETE OR MASONRY FACE EN USING 3 WHEN USING WASHERS WITH SLOTTED MOLES, A ER S STANDARD CUT WASHER IS REQUIRED BETWEEN NUT J450LT: AND THE PLATE WASHER. MIN, if7 JSOLT INSTALLED @ MAX. 37 D.C. 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHEF 2 11W MIN. ASTM A307 OR BETTER W/ MIN. 7" SHALL EXTEND TO WITHIN 12' OF THE EDGE OF THE 12' EMBEDMENT. MAINTAIN A MIN. 2-1/4' EDGE BOTTOM PLATE ON THE SHEATHED SIDE, LEG DISTANCE FROM THE CONCRETE OR _ MASONRY FACE. LEG OF JSOLT SHALL BE NUM _ A MIN. 1-72' AS MEASURED FROM SHAFT BUILDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOWN THIS MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS WT. OF ATURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE 1/4"=1'47 BREAK SHEATHING AT KING NAIL END VERTICALS TO TO JACK STUD TRANSITION k ING STUD PER HEADER KING STUD FASTEN SHEATHING TO- CONT. PLATES w/ 0.131 z 2-12• NAILS @3'OC WALL SHEATHING. THICKNESS AND TYPE PER PLAN 4:::: VERTICAL BLOCKING @ Is- O.C. ABOVE OPENING AND AT EA. END OF HEADER SEE HEADER SUPPORT A FASTEN SHEATHING TO SCHEDULE FOR CONT. PLATES w! 0.131 x 2-12• REQUIRED KING STUDS NAILS @ 3" O.C. d'-0' MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL CONT. DOUBLE TOP PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING TOP OF FRAME WALL -CONTINUOUSDOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A (2)2x_ SPF n BUILT UP STUD COLUMN(SUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN SPF(Ib) SYP(lb) B (3)2x_ SPF #2 BUILT UP STUD COLUMNISTUD SIZETO (II- SDWC156DO SCREW, REFER TO DETAILS 7, IA, AND FRAMETO MATCH WALL SIZE SPECIFED ON THE FRAMING PLAN) 1 O .ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1E FRAME 485 615 G (4) 2x_ SPF #2 BUILT UP STUD COLUMN(SUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PUN) 2 ❑ (2} SDIAC15600 SCREW, REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS 1D FRAME TO FRAME (1)PLY 1045 (2)PLV 940 (I)PLY 1195 (2)PLY 1075 D (2) 21_ SYP 92 BUILT UP STUD COLUMN(STUD SIZE TO E] (i)PLY TRUSS H10A WAIS)- .148" x 1-117 NAILS OR (2)PLY TRUSS HIOA-2W/(18}0.148'x 1-12•NAILS FRAME TO FRAME H10A 1015 HlQA-2930 H10A 1105 H10A-21080 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) C(3) E 2x_SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO q❑ HTS20 W/(i6)-0.148"x 1-12 NAILS FRAME FRAME TO 1215 1445 MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) F (4) 2x_ SYP #2 BUILT UP STUD COLUMN(STUD SIZE TO MATCH WALL SIZE SPECIFIED ON THE FRAMING PLAN) E] (2)HTS20 W/ lS ( ){I.148' x 1-12 NAILS EACH FRAME 2430 2890 E] H2.5A W/(10}0.131"x 1-12" F 540 625 G POS 4x6 SYP 92 T FLEE E] DTT2W#(8)-1Mr. 2-12"SOS SCREWS&12"EPDXY 4.5 COLUMN TO 1685 1685 H IxB SYP#2 POST ANCHOR CMU/FTG. El (2)- CSHP78 OR (2)- CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. 9" END LENGTHS LENGTHS & BOTTOM) W1(I4)0.131' 2-12" NAILS 8 TO 2060 206D 8z8 SVP#2 POST J (TOP x EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME K) 1-10 SVPl2 POST (PT IF USED IN AN EXTERIOR APPLICATION) 9 CSHPiB OR C520 COILS STRAPS COLUMN TO HEADER, BEAM. OR COLUMN BELOW. MIN. 9•END LENGTHS(TOP & BOTTOM) W/ (14)-0.131"x 2-12" NAILS. PROVIDE SOLID 8 COLUMN TO FRAME 1030 1030 � /� L) CL 4x4 SYP k2 POST (PT IF USED IN AN EXTERIOR APPLICATION) BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. / M J 6x8 SYP #2 POST (PT IF USED IN AN EXTERIOR APPLICATION) . 1O 2)- 6 SIMPSON SDVVC156W SCREWS TOP & BOTTOM OF JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH VIDE FACE OF COLUMN PER FRAME TO FRAME 595 865 SO SYP 92 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 12ISDVVC P 312Y610ENGINEERED LUMBER COLUMN. PER HTTSKT COLUMN TO FOUNDATION W/(26).#lox 2-i? STRUCTURAL COVER SHEET 17 So SCREWS. 518" ALL THREAD ROD TO CONCRETE W4TH SIMPSON SETSG EPDXY, U.N.O. ON PLANS: MIN, 8' EMBEDMENT TO CONCRETE FOOTING, MEASURED 4 COLUMN TO FOOTING 5360 5445 Q 3lr2 1/<' ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W/ 2_114" MIN. EDGE DISTANCE. R 3-1 COVEENGINEERED LUMBER COLUMN. PER STRUCTURAL COVERR SHEET 12 NAILS(CENTER STRAP ON LSTA18 VJ/(11)-0.148" x 2-5 STUD) (2)LSTA18 WNi4}0.148' x NAILS EACH (CENTER HEADER S O STUDS HEADER T 1115 1235 S 3-1-12' ENGINEERED LUMBER COLUMN. PER 73 STRUCTURAL COVER SHEET STRAP ON SO ON STUD) STUDS 2230 2470 T 5.1 /4'kSl/4' ENGINEERED LUMBER COLUMN. PER 74 (1)-A34 ANGLE W! IS)-0.131"x 1-lf7 NAILS @ IS, O.C. MAX & 6" FROM EA END. PROVIDE WEB FILLERS AS FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) V 5-1/4117" ENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA10 W/(4)1µ' x 1-10 SDS SCREWS & (4)1µ• x 3• SOS FRAME TO 840 1165 COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL) 7'XT ENGINEERED LUMBER COLUMN. PER STRUCTURAL 16 MSTC28 W#(28)-00 148" x 3-1/4" NAILS CENTERED STUDS TO 2325 2690 v COVER SHEET BEAM/GT 17 MSTC40 W#(24).0.149" x 3-1/4' NAILS CENTERED W/ a STUDS TO 7993 2306 y 3-12'x11-7/S ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 21-111' CLEAR SPAN & 9" END LENGTHS STUDS 18 HUC410 CONCEALED FLANGE HANGER W/(12)0.167x 3-12' NAILS & (6) OAW x 3• NAILS FRAME TO FRAME U=981 R =1866 U=1077 R = 2166 Z 54W x 9­12 ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 19 HTT4 W/(18)-0.167 x 2-17 NAILS EPDXY ANCHOR 4, 7 COLUMNTO FTG. 3640 SYP:-21 PSULVL381: STANDARD COLUMN NOTES CONNECTOR NOTES 7. NAIL ALL BUILT/LVL COLUMNS R DTL. CONDITION 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1. UN LESS NOTED OTHERWISE ON THE PROJECT PLANS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WDLMANIZED. A. TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE 3. CONTRACTORT USE ECONNECTORS 0SPFSVP T EXTERBU IOR SOLID POSTS. AT .l62*X ORCONDITIONS 4x4:ABDMEw/(12p.162'k 3}'NAILS &}'EPDXY ANCHOR w/MIN. B. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE DISTANCE OF 3' 7'EMBEDMENT C.FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH A NOT APPLICABLE k 3J�' w/(12X).16ZNAILS 8 }' EPDXY ANCHOR wIMIN. MINIMUM EDGE DISTANCE OF 1-1/2' 2" 7"MBEDMEBEDMENT 7"E D. ALL ROOF TRUSS/PURLIN/RAFTERTO FRAME(PERPENDIC)TAR CONNECTION) E]/EA. OR E]lEA. 8.8: ABU88Z w/(18KA62k 3J NAI LS&(2)r EPDXY ANC HORSM E. HIP JACKS LESS THAN T-O'LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 ❑j MIN. 7" EMBEDMENT IEA. ORE]/EA. LBS. INIC: ASU1010Z w422)0.162k 3J NAILS&(2)t'EPDXY ANCHORS w/ MIN. 7' EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POSTILVL INSTALLED WTHIN 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 SUPPORTS/COLUMNS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH(3} 0.131- X 3- TDE-NAILS. fi SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLEDOVER I O E MAXIMUM 23 32" SHEATHING USE 2-1 'NAILS .LO. 1- 2' NAILS. / n u SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMP SPECIFICATIONS. HEX NUTS SHALL WRENCH TIGHT+I3URN. Q SON AL / 7. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER 5. In"ALL NREAD ROD T MASONRY OR CONCRETE WITHENTTWE SIMPSON SET-XPEPDXY. MIN. 7"EMBEDMENTGROUTED CMU OF JACK STUDS REQUIRED. WALL W/2-1/4"MIN. EDGE DISTANCE. MIN. 7"EMBEDMENT TO CONCRETE FOOTING W/2-1/4"MIN. EDISTANCE. 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#4 OR#5 BAR. MAINTAIN 2-1/4' MIN. EWE DISTANCE. IFTHREADEDRODCANBE CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAYBE REDUCED TO 12". 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O.ON PLANS: MIN. 7" EMBEDMENT TO 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 CAPAOTY 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 HUG46 w/ (12)-0.167x 3t• B (2)aSYP NAILS & (6}0.148'x 3' NAILS. (2165/ UPLIFT=7135) U B2X6 WITH 1/7 FLITCH TO MASONRY. SIMP.HU46 OR HUC46 wI(B}7!4'x 2-3W '-` PLATE TAPCONS&(4)-o I48-x3".(U=7fi0Rt=2000) U ON MASONRY: MSTAM24 w/(90.148• x 3" NAILS & (5)AWx2AW TAPCONS (UPLIFT - 1375) p & � set..., 4 i TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) w 2 #2 SYP TO BEAM: SIMP HU48 w/(14}0.16n 3t" NAILS & (fi}0.148'x 3' NAILS. (25.i0AJPUFT=1135) 8218 (2)218 WITH12'FUTCH TO MASONRY: SIMP.HW8ORHUC48w/(6}0.148Y3' PLATE NAILS & (10}t x 2t" TAPCONS. (2500/UPLIFT=1135 ON MASONRY: MSTAM24 w/(9)-oI48' x 3• NAILS & (5)-;" z 2t" TAPCONS (UPLIFT = 1375) ®•4 TO POST: SIMP. HTS20 OR LSTAIB (UPLIFT=1235) TO BEAM. HU410 w/(18}0.162'X 3t' NAILS & z - • (2)H 10#25YP (ASON 48'x3"NAILS. (3250ftHUC410w/ TO MASONRY: SIMP. HU410 OR HUC410 w/10 I y 82X10 WITH FLITCH PLATE (/0)-0.146-x 3NAIUS&(14}}"z2t'TAPCONS. (3500MPLI. np[ MSTAM24 x) NAILS & ON MASONRY: MSTAM24 ly nl _ UPLIFT z 1 (5}t'x2}'TAPCONS (UPLIFT-1375) 6 Q N TO POST. SIMP. HTS20 OR LSTA18 (UPUFT=1235) TO BEAM: HU410 w1(16)-0,I62'x 3? NAILS & (2))20 (10).0.148"x 3" NAILS. (32SWPLIFT=1795) TO MASONRY: SIMP. HW 10 OR HUC410 W k �Y 82112 12212S' FLITCH PLATE (10}0.148x 3" NAILS & (14} I X 2t- TAPCONS. (35MAJ PUFT=18D0) 01, A ON MASONRY: MSTAM24 w/(9)-0.148' x 3• NAILS & 0 H i (5}t" X 21• TAPCONS (UPLIFT= 1375) p coo " M R rS H Q TO POST: SIMP. HTS200R LSTA18 (UPLIFT=12%) m TO BEAM. HU410 wl(18)0.1675, NAILS & O O (10}0.148'x 3' NAILS. (32=50AIPUFT=1785) p r 33.Sx11,25 (2)1.75"x1,.25' TO MASONRY: SIMP. HU410OR HUC410 LVL (10)-0.148'x 3' NAILS & (74)-t• x 2t" TAPCONS. (3500/UPLIFT=1800) ON MASONRY: MSTAM24.1(9).0.14T x 3- NAILS & r < (5} t' x 2t' TAPCONS (UPLIFT = 1375) 0 F TO POST: SIMP. HTS20OR LSTA18 (UPLIFT-1235) O TO BEAM: HU410 w!(18).0162Y 3J" NAILS & 0' rc Z (70)-0.148"z3'NAILS.(325MPLIFT-1795) > .10 3.5.11,875 (2)1'75"x11.87s- TO MASONRY: SIMP, HU410 OR HUC410 w/ O i LVL (IOK 148-x 3' NAILS & (14} t' x 2t" TAPCONS. rc 0.a (3500AJPLIFT=1800) W z ON MASONRY: MSTAM24 w/(9)-OJ 48'X X NAILS& U (5}}- X 2t" TAPCONS (UPLIFT = 1375) O u N LU O POST: () SIMP,LSTA18 LI -24 ) W TO BEAM: SIMP. HU410 Will 8)-0,162'k 3? & LU (10).0.148' x 3' NAILS. (325XUPUFT-1795) TO MASONRY: SIMP. HU410 OR HUC410w/ s O O B3.Sz16 2 1.7Sx16' LVL () (10}0.148'z3'NAILS&(14}}'x2}'TAPCONS. N y (3500NPLIFT=/B00) � Op ON MASONRY. (2) MSTAM24 w/(9)-0.148•x 3" NAILS & W (5)-t• x 2t" TAPCONS EACH STRAP (UPLIFT--2750) "NAIL p O Oz BEAM TOGETHER USING (4) ROWS OF 0.148" x 3 • NAILS 0 6" O.C. EACH SIDE p 4: < Z TO POST: (2) SIMP. HTS20OR LSTA18 (UPLIFT=2470) m O ON MASONRY: (2) MSTAM24 wH9}0.148"x 3" NAILS & w a 85.25xl6 (3)1.75'X76' LVL (5)-r x 21• TAPCONS EACH STRAP(UPLIFT = 2750) 'UM 0. NAIL BEAM TOGETHER USING (4) ROWS OF _ Z y 0.148'k 3}' NAILS @ 6' O C. EACH SIDE 0 Z N V TO PORT: 2 SIMP. HTS20 OR LSTA18 UPLIFT-2470 O- - O 'X W i= 83.5z2D (2)175"X20"LVL ON MASONRY: (2) MSTAM24 w/(9)-0.148k 3' NAILS 8 STRAP j 0 Oa Z (5)-t'x2t"TAPCONS EACH (UPLIFT = 2750) 'U. N.O. NAIL BEAM TOGETHER USING (4) ROWS OF Z z Zy 0.148'x3k NAILS@S'O.C. EACHSIDE u7 ¢ F% O W (� W W Z Nj i j a STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0148' x 3t' NAILS® 17. ONE SIDE USE 3 ROWS WHEN 2,IOOR LARGERMIN7 FROM a F J ` o.c(YP. . . w ' '^ c TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING ROWS /` O W V/ V O OF 0.148' x 34• NAILS 66"­(TVP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM 2 ¢ J ! Q \ 3 OF BEAM O U Q O 1— i= W iJ Z 2. VERIFY w/PIAN CORRECT LENGTH OF BEAM REDID. (MIN. 7 BRG. EA. END OR O m/ Z O a MIN, 3" BRG. ON MASONRY) uOJi , W L i o 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. = w 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT W WRITTEN APPROVAL FROM THE E.O.R. U i 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS w O � � N < i 1D w w A 40 Oi ieC4 10 2 ~ z0 z� 7 �J F in 0.m u 0o W70 cow Q - W Z 2ii- iwCL F m = }O - U J W 0:W Z 0.0aaw p O W CO) n W ,TRUCNRPL ENG: TH w E 0 p ORAFTINO: N w O j S STRUCTDP OC CHECK: CC � Q o STAR-17148 NOTES & w sCAIE AS INDICATED DATE: OCV2123 Z CONNECTOR LEGEND o S5.2 �o COPYRIGHT MCD 2015: The infonnaClon 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. 1386OR 13B8-LR 13B6KR 1388-A 1386-MR 13868 1 1388-N BUILDING KEY I I I I 1 1 1 I 1 1 1 1? 1 1 �IW 1 1 1 t 1 Oly I I 1 1 I I 1 I 1 i 1386-OR LOT 119 1386-LR LOT 120 NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 1386-KR LOT 121 1386-A LOT 122 SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 8'-0' 20 SYP 92 Q Is- O.C. MAX 2x4 SYP 02 0Is- O.C. MAX e-(r 2x4 SYP #2 ® 16- O.C. MAX 2,4 SYP #2 @ 12- O.C. MAX 91-I' 2A SYP #2®12.O.C. MAX 2,4 SYP #2@12-O.C. MAX 1014T ZA SYP #1@12'O.C. MAX 2.4 SYP #1@8.O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 21,4 SYP #2 0 IS- O.C. MAX 2z4 SYP #2 @ 16- O.C. MAX 91-0' 20 SYP #2®Is- O.C. MAX a4 SYP #2016.O.C. MAX 914" 2.4 SYP #2 Is-O.C. MAX Z14 SYP #2@16'O.C. MAX 10'-0' 2x4 SYP 02 @ 1Z' O.C. MAX 2x4 SYP #2 ® 12- O.C. MAX EXTERIOR FRAME WALL NOTES I. WALLSTUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL VUFIO/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3,1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE MAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #2 G 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 W NDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02/SD3 OPENING SITTING ON WOOD BEAM - WS461SD4 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. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND =9'-1' T.O.W. 1ST FLOOR INTERIOR/EXTERIOR BEARING WALL = W-1' T.O W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL `A' = ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES Le SECOND FLOOR FRAMING PLAN �r p,/t, i yes$**�• •® D- W. O m, i r 1��' CM/� W ZQ Y; Cr z FF i p�p Z JJ 7�i F O Z 0 F LL J 34 ZZ zo>� 02 Cho `W`^ W 93 s v/� OQ a0 O STRUCTURAL ENG: TH y DRAF1tNG: (7 -STRULT: DP Q a CHECK: O CC w 4C8 No. STAR-17143 t SCALE: AS INDICATED DATE: O6 Im of S5.3 1/8"=1'-9. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) j 1386-OR 13WLR 13WKR 1386-A 1386-.1R 138" 1 1386-N BUILDING KEY �m Zlw FIN 1 I ilH I 1 1 1 ' 1 I 1 EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 81-0' 2x4 SYP b2 Q 16' O.C. MAX 2.4 SYP b2 16' O.C. MAX 9'd 20 SYP R2 ® Is' O.C. MAX 214 SYP 92 Q 12' O.C. MAX 9'-4' 2x4 SYP 82012- O.C. MAX 2x4 SYP /2@17 O.C. MAX 10'-P' 2x4 SYP 01 ® 12- O.C. MAX 2.4 SYP #1 ® 8' O C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE 8'4T 2x4 SYP b2 ® 1g O.C. MAX 2x4 SYP 02 ® Is' O.C. MAX 9'-0' 2.4 SYP b2®IS- O.C. MAX 2.4 SYP b2®Is- O.C. MAX 9'-4' 2x4 SYP b2 0 Is- O.C. MAX 2x4 SYP •2 016- O.C. MAX 10'-0' 2x4 SYP b2 ® 12' O.C. MAX 2x4 SYP b2 @ 12- O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALLSTUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAIL WFIGISD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4, IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 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 W NDOW / DOOR OPENINGS ® 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW 2-STORY FRAMING - WS02/SO3 OPENING SITTING ON WOOD BEAM - WS46/SD4 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL W509/SD4 U N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFI0/SD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND =9'-1'T.O.W 15TFLOOR INTERIOR/EXTERIOR BEARING WALL = e-1' TOW 2ND FLOOR INTERIOR/EXTER[OR BEARING WALL =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 1386-MR LOT 123 1386-B LOT 124 1386-N LOT 125 SECOND FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND Ire„_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. . �`r&Y&�6.aYYYbY sae, Co co ®Z b..0 Uj a N 4� Z 0 a U LU W O W ipp � q OZ ci O J ( J V 0 go SZ_ z ` Z� H LLJ ~ LL FLL ZW ZO .0 w I M OC9 N a t� to + as V 0l c a'+� Z O N a (A 5 ,in XLU J =Q - Z 0�z- DX wWO IL sI STRUCTURAL ENG: TH 1 � a clEac: u 0 w A6 No. STAR-1]146 2 SLALE: AS INDICATEQ w DAIE: 0S/2123 S5.4 ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SYPA2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SH THISDETAIL)SHALL BE INSTALLED TIED CONTINUOUS 8 FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. PORTAL FRAME SHEAR WALL (2}2x TOP PLATE PER PLAN. - NAIL SHEATHING W/ (2)- ROWS 0A 31' x 2-12" NAILS & 3' O C. i SHEATHING TO HEADER' 0131' x 2-12' NAILS AT 3' O O.C. HORIZONTALLY & VERTICALLY - - . _ 3-/2" x 114W HEADER PER PLAN. ATPORTALFRAME. i EXTERIOR SHEATHING 8 NAILING PER DETAIL W11O/SD4. E EVATWW9 AM-V 1 I 1 AD6:5ZSVPilSTODSLNDER2ND MIN (3)-2x JACK & (1 }2x KING STUD FLOOR JAMB COLUMNS. I I NTERSECTIIONTUDS Q WALL 1 (3)-2x JACK STUDS (GARAGE OPENING) MIN. 7116' STRUCTURAL 1 SHEATHING, OR 15132' EXPOSURE 1 SHEATHING, MIN. (3}2x4 JACK STUDS 8 (1) 2x1 KING STUD. NAILED PER STANDARD I I CONTINUOUS FROM BOTTOM HEADER NOTES I PLATE TO MID -HEIGHT OF FLOOR SYSTEM, NAIL ALL EDGES TO STUDS OR COLUMNS W/ 0.131'x2-12" NAILS ® 3 O.C. (2)-2x BOTTOM PLATE. NAIL TO & 3" O.C. IN THE FIELD. SHEATHING W/2 ROWS 0.148"x3' 1 I NAILS 3'O. C. 2 2x BOTTOM PLATE. NAIL TO } , " � FOUNDATION PER PLAN. SHEATHING ROWS 0.148'x3' NAILS . NAILS 3'O. C - IIS M GARAGE PORTAL FRAME EXTERIOR ELEVATION 1?=1,4r (2)-CS20 STRAP W/ 0.148" x 3" NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN.9"END LENGTHS. (2)-21 BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN THIS DETAIL FOR CLARITY. 3.5 x 11 2S HEADER PER PLAN. (2)-LSTA18 OR (2)-C$20 STRAP W/ 0.148' x 3' '^ NAILS. STRAP CONTINUOUS FROM TOP PLATE V TO JACK STUDS. MIN. 9' END LENGTH OVER Z JACK STUD. (2}DI BLOCKING BETWEEN STRAPS Z AND HEADER a (GARAGE OPENING) O HTT4 BASE CONNECTORS W/(18)0.16T x 2-10 } NAILS & SV THREADED ROD W/ MIN. 12' EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN.2-1WEDGE Z DISTANCE FROM FACE OF CMU w SIMPSON UZ W/ ((8} 1/4' x 2-12' SDS SCREWS B((1}12 %XV ANCHOR. P ANCHOR SIiALL HAVE MIN. 7' EMBEDMENT i BELOW LOWEST GARAGE OR PORCH SLAB W/ SIMPSON SET-XP EPDXY. E i - FOUNDATION PER PLAN (1) ANCHOR BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET_ INTERIOR ELEVATION FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W/ (2) 0.131' x 2-12' NAILS Q C O.C. H14 SYPN2 BLOCKING Q 24' O.C. W/ (2) 0.148' x 3" TOE -NAILS EA. END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3l4'=I'-0' OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND 2x OR (2)_ BLOCKING PER SCHEDULE AT ALL PANEL EDGES ELECTRICAL PENETRATIONS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3}WITH 3' TOEA LS Q EACH END. NAIL A SINGLE OPENING LARGER THAN 16' WIDE x 48" TALL IS REQUIRED, OR IF PANELS TO BLOCKING EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. (2)-2X TOP PLATE, �a II - _.I `II II Ill\l\l\ONAMllI► �I I 1 1 I I I I i ti ti I -- -'I I � 1 I 1 1� I II II II ` , lil I TYPICAL INTERIOR SHEAR WALL WALL FRAMING & FLOOR-TOFLOOR CONNECTIONS PER PLAN. 14 TALL 2x4 SYP/2 VERTICAL. NAIL TO O.S.B. RIM BOARD W/ (2)- ROWS 0,131- x 3" NAILS Q 3' O.C. (10 NAILS TOTAL). 3/4' SHEATHING 14,0" O.S.B. RIM BOARD 2-HOUR AREA SEPARATION ASSEMBLY PER PARTY WALL DETAILS. WALL FRAMING B FLOOR-TOFLOOR CONNECTIONS PER PLAN. SCHEDULE IRST ANCHOR AT 4" TO FROM ENDS OF WALL BOTTOM PLATE SPLICES, OR HOLD-DOWNS. 3/4"=V-0" FLOOR 511EATHING& NAILING PER PLAN. (2 -2XS SYPf2 JOIST, NAIL PLIES TOGETHER 014W 8-O x 3' NAILS . & T F 8 2 FROM EA. END 8' O.C. HUC28-2 W/ (10)- 0.167 x 3-12' NAILS TO CARRYING MEMBER & (4} 0.148- x 3' NAILS TO (2)-W JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 17 LONG BACKER BLOCKS ON BOTH FACES OF I -JOIST PER JOIST MANUFACTURER'S WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE 1'=1'-0" (JOISTS PER PLAN. REFER TO DETAIL WF07/SD2 FOR CONSTRUCTION REQUIREMENTS. SHEAR WALL END COLUMNS AS INDICATED PER FRAMING PLAN. OPENINGS SMALL BE LOCATED AWAY FROM THE END OF THE WALLAT LEAST 1n 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 U ,`a`nbTY6G A4.44td w z w # O C (9 4A Z � i J F a LU M O O 2 m J O _ IL Z t-a3 w Mxz w w W Z K m Q J y aiI� • ya n STRUCNRAL ENG: TH � tK pIEQ(: CC O w JpB No. STAR-1714fi t SCALE-. AS INDICATED w DATE: W Im V 0 z 0 GARAGE BUCK DETAIL DORMER FRAMING DETAIL SIMPSON ... _.. DIAGONAL TO BEAM 2x6x12 CENTER BUCK 31W DIA. ANCHOR CENTERED 2x6 P.T. BUCK EACH SIDE OF OPENING (5)100x5" LAG BOLT AT EA. DOOR BUCK EA. SIDE OF DOOR. PROVIDE 2' x 3/16' THICK WASHER Wx f EA ANCHOR. (1st BOLT TO BE e" MAX. ABV. CURB, REST EQ. SPACED -24" O.C.) END VIEW w/CMU HEADER (SEE PW 7116" O.S.B. EA. SIDE 2x BLMG. TO O.S.B. (2) 0.131' x 2-10 NA EACH END END VIEW w/ WOOD ryr07\ ARCH WINDOW FRAMING DETAILS 12'=v-(r 1 \ / 3/4'=V-0" 2x STUDS 0 Is- O.C. FOR KNEE WALL F� O.C. STUD TOROOF FRAMING V B O BELOW, SLIT BELOW S ROOF SHEATHING FOR STRAP CONT. ROOF SHEATHING NA)L PER PLAN 2x4 BLOCKING w/(2) 0.162" x 3-12- NAILS EACH OPROVIDE p 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 J O2x F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL F.I-.3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER ODOUBLE TOP PLATE OSIMPSON H3 OR H6 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONY. FRAMING PER O CF2a/ SD3 w/ STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/(2)LAYERS 3/4'CDX SHEATHING NAILED @ IO.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGA10 @ 32' OC SIMPSON HGA100 32' Wl (4)1 /4' x 3' SDS TO TOP O.C. W/ (4) iM"x 3' SDS PLATES & (4) 1/4"x 1-12" TO TOP PLATES & (4) SDS TO TRUSS 1/4'x 1-12' SDS TO TRUSS SHEATHING NOT REOD SHEATHING NOT REDID TO BE CONT. 0 THE TO BE CONT.0 THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2, TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. SIMPSO DIAGON PLATE EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. READ GABLE END *C ANO/OR T BRACING STRONG BACK PER GABLE WHERE O.H>9", END BRACING CHART REFER TO GE31/502 2x4 SYP 02 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @ 16' O.C. MIN (2) TRUSS BAYS 9' MAX. PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REO'D BACK FROM GABLE END (MIN. dB") CANT. O.H. A23 DIAGONAL TO TRUSS BOTTOM CHORD. REFER TO GE02 FOR REOD PLYWOOD BRACING TYP. SHEATHING & 2x4 SYP 02 BOTTOM NAILING PER CHORD BRACING @ IS- PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENTW/(3) m ACROSS GABLE 0.148x 3'TOE -NAILS -� TO BOTTOM OF EA. END MIN. (2) LL FA BE BEAM. TRUSS BAYS BACK ATTACHED PER FROM GABLE END NAIUNG (MIN. 48") SCHEDULE 2x TOP PLATE TO MIN. 2,4 SYP 02 GABLE END W/0.148'x 3-1/4- NAILS @6'O.C. STUDS 0Is- OC W/SINGLE `SESHEATHING PER PLAN E TYPICAL HEADER SHEATHING PER PLAN RAMING DETAILS FOR TYP. TRUSS TO FRAME ,DDITONAL TYP. TRUSS TO FRAME CONNECTION PER JFORMATION CONNECTION PER STD. CONNECTOR STD. CONNECTOR NOTES 1EADECAN BE ETHER UPSET OR NOTES FRAME OUT TO BLOCK ITHER IOWNSET) FRAME OUT TO BLOCK EDGE AS REQD EDGE AS REDID x W/ (2) 0.162" x 3-12" 'OE -NAILS EACH END LAST STUD OF I 3) 0.162' x 3-10MAILS rYPJ x4 SPF CONT. 'LOCKING ATTACH TO /Is- OSS W/ (2) .131" x 2-12' NAILS me' OSS EACH SIDE, W 0.113'x Z'NAILS@ 6" O.C. TO SIDE & TOP JAILER x BUCKS, 2x4 BLOCKS, (2) 0.162x 3-12" NAILS 0 EA END. NOTE: ALL GABLE BLOCK ADJ. BAYS 0 EA. DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W/ SYP62 OR BETTER 0.131N 2-12'NAILS @ B" O C. (4) BAYS MIN(1) BAY AFTER BRACE IS REQD) 14(rx 3" - S DIAGONAL :E TO DVIDE 2x4 BRACE EA. ADJ. DIAG. ;TEN TO DIAG. 2)0.162-x 3-10 MSYP02 - M DIAGONAL BRACING. SPACED @ 48" O.C. BEGINNING 6'-0' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO T-3" NO BRACE REQUIRED T-1 HA4-10' (1)2x4 L-BRACE 4'-10" < Hf 6'A' (2) 2.4 L-0RACE (SEE SECTION A -A) V48" Hdl Z6' STRONGBACK& DIAGONAL BRACE 0 MID -HEIGHT 12'-W < H!M'd STRONGBACK & (2) DIAGONAL BRACES 0 113 AND YJ HEIGHT LAST STUD OF KNEE WALL KNEE WALL JOINING UP I JOINING UP T I MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2) 2x TOP PLATE WALLS SHALL BE MIN. (2) 2x FULL HEIGHT WALL I ATTACHED TO MIN. STUDS W/(2)0.1-x3-12" I (2) 2x FULL HEIGHT NAILS @ 12' O.C. I WALL STUDS W/ I 312' NAILS I MIN. 2x4 SPF 02 KNEE WALL (2) 2,02 SYP SEE PLAN a 17 O2- O.C. , WITH STUDS 0 16' O.C. W/ FOR BEAM SIZE I 2x4 SPF 02 KNEE WALL I 2 STRUCTURAL SHEATHING WITH STUDS @ Is - ON BOTH SIDES FROM TOP I BUILDER FRAME O.C. W/STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS READ SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF I NAILING SCHEDULE I WALL TO BOTTOM OF I OTHERWSE SP2 CLIPS SEAM.ATTACHED PER EACH STUD TO DOUBLE TOP NAILING SCHEDULE---J- PLATE AND SPI CLIPS EACH STUD TO BOTTOM PLATE KNEEWALL AT DOWNSET BEAM /V1 (1 \ KNEEWALL AT UPSET BEAM 0.1315 2-1n' NAILS 0 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN VALLEY TRUSS EXT. SHEATHING; GABLETRUSS ATTACH PER NAILING EXT. SHEATHING; SCHEDULE ATTACH PER CONT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) 0,162'x 3-1?' NAILS NAILNG SCHEDULE OR TO EA, COMMON OPT. 2x4 BLOCKING TRUSS PERP. TO EA, VALLEY TRUSS NAILED TO SIMPSON LTA2 @ 4'-0' TRUSS BELOW @ 24- O.C.GABLETRUSSTO O.C. WI(2)0.162-x3lrr ' MASONRY OR MAIN SPAN ROOF NAILS TVP. SIMPSON HGA10 @ 32' TRUSS O.C. FRAME WALLS UPLIFT CONNECTOR ATTACH TRUSS TO TRUSS BELOW USING (SEE SCHEDULE) (3) 0.162x 3-1n" NAILS MASONRY WALL 2. BLOCKING W/(3) - SHONM,SEEPLAN 0.148"x 3-1W CONNECTON TO WALL FOR WOOD OR TOE -NAILED 0 EA. END MASONRY CONNECTON TO TRUSS EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) L I 3/4'=1'-0" \ 12 12 MAX MAX. a 12 12 MAX i SEE GABLE CONNECTION DETAIL FOR REGD CONNECTIONS 2x4 ATTACHED TO EA GABLE 2.4 BRACE WITH (2) 0.148' x 3' NAILS (1) A23 FROM STRONGBACK TO 9' MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.M. SIZE WHERE OA > 9', REFER TO GE31/SD2 - M SYP 02 DIAGONAL BRACING 048' O.C. AS REQUIRED PER GABLE BRACING CHART GABLE BRACING I-) SEE CHART - MID HEIGHT OR 113RD HEIGHT STRONG BACK AS REQ'D PER GABLE BRACING CHART 3 O GABLE ENO O SHEATHING O FASTEN PER C PLAN. 2x4 SYP 02 FRAMING FOR FALSE BOTTOM & TOP DIAGONAL BRACING BEAM 016" O.G., IF REOD VW(4) PLATE W/(3) 2x4 L-BRACE IF REDID 0.1M 3" NAILS @ EA. TRUSS OA48'x 3' NAILS SEE CHART_ BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP 02 HORIZONTAL PER PLAN Q148"x 3" NAILS BLOCKING@Is- O.C. W/(3) IF REDD 0148'x 3' NAILS EACH END 2x402 SYP BLOCKING 06.O.C. BETWEEN GABLE VERTICAL CMU WALL CONNECTION CLEAR SPAN CONNECTION STUDS ONLY IF FRAME DOWN r� 2N0 2x4 L-BRACE IF IS A SINGLE 21 �,�� READ, SEE CHART 2z6 ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** W4DE A -A GABLE VERTICAL L-BRACING �1�.CNALS GABLE END @ FLAT CEILING CONNECTIONS EO GABLE END BRACING (140D or 150C) STRONGSACK DETAIL 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 2x4 BLOCKS, 0.131"43' NAILS @ EA END. BLOCK ADJ. BAYS 0 EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS ./ 0.131"x 2-12" NAILS @ 6- O.C. (5) 0.131'x T NAILS - NAILS BRACE TO BLOCKING PROVIDE 2.4 BRACE TO EA ADJ- DIAG. FASTEN TO DIAG../(2) 0.131'k 3" NAILS. GABLE"L" BRACING. - SEE CRART FROM DETAIL GE02 GABLE BRACING AT - RIDGE AND 0 48" O.C. MAX. 45' FROM HORIZONTAL (-A 10'). NO DIAGONAL BRACE IS REQUIRED FROM THE TRUSS HEEL TO (2) 2x 02 SYP SEE PLAN - FOR BEAM SIZE (2) 2. PLATE (2)2x SVP02 TOP PLATE 2x SPF02 CRIPPLE STUDS AS MAX _j (3) ' I 0.148Y31/4"TOE44AILS TOP &BOTTOM '^o�� WALL SHEATHING PER WF70/SD3 FASTEN 4K;;� i S �4x% •i SHEATHING TO HEADER •3-b i *►� BUILDER FRAME AS REQD WITH RSRS-01 (0.113"x23.e") RING FULL SHEET OF i "..® RADIUS SHANK NAILS IN 3" GRID SHEATHING I, PATTERN & 3' O.C. IN FROM BOTTOM OF 1 6' ALL FRAMING (STUDS HEAD)E= TO TOP OF TOP PLATE • s� AND SILLS) (TYP.) •i SEE PLAN FOR HEADER 2x STUDS AS REQ'D @ 16" OR LVL AT GARAGE, OC .. w/(3)0148'x3-1/4' HEADER OR LVL REOD LS TOP & O BOTTOM TO BE FULL LENGTH OF • 3/4"=1'-0" GARAGE 0.131N 2-ItZ' NAILS @ 4" O.C. NOTE: IF PANEL SPLICE m MIN (4) 2x SPF 02 STUDS O CONV. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24' OF @ EA END./(2) SIMPSON < r VALLEY TRUSSES MID -HEIGHT. BLOCKING LSTA30 ON OPPOSITE C?w I(22)0.148.DE PER PLAN I OF SHEATHING w/ 0. IS NOT REQUIRED. III. I I x 3' NAILS EA. WALL SHEATHING PER p WF10/SD3 WA.131'x2-12' NAILS @ W O.C. IN ALL p FRAMING (STUDS, 53 H TT4 W/SB" ALL THREAD ROD, MIN. BLOCKING, TOP PLATE, 5 BOTTOM PLATE) -TYPICAL O EMBED AND MIN. 1.75' EDGE DISTANCE USING 2x SYP 02 PT SILL PLATE: SIMPSON SET EPDXY IF OVERALL DIMALLOWS r ATTACH TO OR EQUILIMN I ATTACH W/ J-5OLTS/ 0 COLUMN USING (18) I EPDXY ANCHORS ORS S/ 32" MAIN SPAN ROOF TRUSS 0.162' x 2 12" NAILS SEE PLA N O C PERXY BRG WALL SCHED. NO BOLTS w/x112" >_ OF BASE CONNECTION UPLIFT CONNECTOR FOUNDATION PER RECESS FOR (SEE SCHEDULE) PLAN; SEE MF10/S3 " " -""'' •. PAVERS @ w MASONRY WALL FOR CORNER BARS .''I. �,-".'I�'•"''-^'.:- GARAGE SHOWN, SEE PLAN V FOR WOOD OR O MASONRY F1 PORTAL FRAMING DETAIL i SHEATHING PER PLAN DVER HANG 2 HANG SIZE WHERE O.H. IS > 9'. REFER TO GE31/SD2 CONT. 2x4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REQ'D SIMPSON H10A DIAG. TO BLOCKING TRUSS PER PLAN TYPICAL TRUSS TO FRAME CONNECTION. SEESTANDARD THE HIP JACK GIRDER INTERSECTION. CONNECTOR NOTES WALL PER PLAN (FRAME WALL SHOWN; MAY ALSO BE PROVIDE 2x BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2.4 SYP02 BLOCKING @ 48- O.C. FOR FIRST BETWEEN TRUSSES BAYS /(2) 0.162k 3-1n' TOE -NAILS EA. END EO GABLE END @ FLAT CEILING W/ BOSTON HIP expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. JLij � �8 Q j o W LIU Z I W C W W 8,20 W W S STRUCT: DP >� QC CHECK: CC O JOB No. STAR-171W r CALE: AS INDICATEQ SD1 NOTE: PLATE LENGTHS MUST BE AT LEAST V-0 LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE SIMPSON OTC, (2) ATTACH 2x4 STUDS TO TOP 0.131' x 2-12 NAILS PLATE W/ (3) 0.148'k 31/4` TO BLOCKING, (4) TOE -NAILS TYPICAL AT ALL 0.131'PLATE x 2-12 NAILS TO 0 TRUSS PER PLAN TOP LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCT W (2) 0.148'x 3' NAILS @ T OC, PENETRATION OF MORE WITHIN 4W OF SPLICE THEN THAN 50%OF TOP (2) ROWS 0.148"x 3" NAILS @ PLATE WIDTH INSTALL 8" O.C. OTHERWISE SIMPSON PSPN516Z W (12) 0.162"a 312 NAILS TYP. TOP & BOT. ATTACH 2114 STUDS (2) 0.14ESN3' NAILS @ 3' TO TOP PLATE W/ O.C. WTHIN48"OF (3)0.148'k31/4" SPLICE THEN (2) ROWS TOE44AILS TYPICAL AT ALL LOCATIONS 0.148Y 3" NAILS @ 8' O.C. OTHERWISE 2z4 WALL BEYOND AGAINST M STUDS Pg, ATTACHED PER (WFD8rsD2) ATTACH-8 STUDS TO TOP PLATE W/ (4) 0.148"x 31/4" TOE -NAILS TYPICAL AT ALL LOCATION NFO TYPICAL TOP PLATE SPLICE @ BRG. WALL 2x: 'Y. VP tl2 BLOCKING, @ 26" O.C. W/ (2) 0148" 3/4"=1'-0" x 31W END NAILS @ EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2x WALL, SEE PLAN SIMPSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4)0.148`x3 NAILS PRE -ENGINEER ROOF TRUSS - SEE @ EA. BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148" x 3' NAILS CONNECTION TO BOTTOM CHORD y, gRG WALL, SEE @EACH END OF pLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 21 2z4 SYP i2 FLAT UNDER GIRDER TRUSS (2) 0.148' x 3' NAILS TO BLOCKING, @ 21' O.C. U N.O. BOTTOM CHORD W/ (2) 0.148' x 31/4' END @EACH END OF NAILS @ EACH END, 2x BLOCKING BLOCKING WALL SHEATHING PER SIMPSON LSTA24 EACH PLAN STUD 2x WALL, SEE PLAN 2x BRG WALL, SEE PRE-ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x SEE PLAN ALT. BLOCKING @ FRAME CONDITION UN OR GIRDER TRUSS CONN CTONR FO WALL CLIP DETAIL (150MPH EXP. C MAX) 1 SECTION DOUBLE BEARING 3/4•=1'-0' 3/4"=1'-0" 2X CRIPPLES @ Is- O.C. W/SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE • WHEN STUD LENGTH IS <12"USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 0.148"x3'NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148" x 31/4" NAILS STAGGERED @ 1Z' O.C. EA. FACE OR (3) ROWS 0.148' x 3-I W NAILS STAGGERED @12-O C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY REO'D. IF W SHEATHING CANT BE INSTALLEC PER WF101SD4) FILLING AND BLKING AS REQO W/ (2) ROWS OF 0.148'x 3-IW@16' O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS DOUBLE 214 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME WALL OR PRE- ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SVP&2 OR BETTER. PROVIDE 2x4 ON TOP E ASSEMBLED WALL REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT OF 2x8 PAD OUT TOP PANEL W/ (2) 0.148'x 3' DIMENSIONED THIS PLATE. ATTACH W/ (2) NAILS @ 8' O.C. ETAIL)SHALL BE INSTALLED CONTINUOUS & 0.148'x 3" NAILS 3' O.C. (FOLLOWNAILING FREE FROM PLATE SPUCES (SOLID BLOCK W 2xe) REQUIREMENTS THIS (2}C520 STRAP W 0.14B'x3' NAILS ON INTERIOR FACE OF OR DISCONTINUOUS DETAIL FOR ALL TOP PLATE SPLICE FLOOR SYSTEM PER 2 WALL. STRAP CONTINUOUS FROM COLUMN ABOVE TO JACK STUDS. MIN. VEND LENGTHS. (2}2x BLOCKING FRAMING. LOCATIONS) PLAN, NOT SHOWN BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR THIS DETAIL FOR SYSTEM. �6• M/N CLARITY. PORTAL FRAME SHEAR WALL (2}2z TOP PLATE PER PLAN. 2'4i • NAIL SHEATHING W/ (2} ROWS - .- .• OVERLAP TOP PLATE 0.131" x 2-12 NAILS & 3" O.C. NO TOP PLATE SPLICES PERMITTED. ______________________________________________ ___________ DRILL AT CORNER THROUGH NAIL BOTTOM PLATE HEADERS \11 FOR TO EACH PLY OF BUILT SHEATHING TO HEADER W/0.131'z2-12" THREADED RODS. UP COLUMN BELOW W NAILS AT 3" O.C. HORIZONTALLY & (2) 0.148'x 3' NAILS VERTICALLY AT PORTAL FRAME. 3.5' x 11.25 HEADER PER PLAN. MIN. (2).Zx4 SEIGH FULL TOP SPLICE HEIGHT KING DOUBLE 2z8 TOP TOP PLATE CORNER TRANSITION �, (2)-LSTA36 OR 2CS20 STRAP W0.148'x3" (1 STUDS REQUIRED PLATE i NAILS ON INTERIOR FACE OF WALL. STRAP EACH HEADER END WITHIN 2 CONTINUOUS FROM TOP PLATE TO JACK STUDS. SHEAR WALL IN.T END LENGTH OVER JACK STUD. (2}Zz W/PLIES TOP PLATE TRANSITION 2X4 TO 2X8 WALLS ( ) MIN (3}2z JACK& (1}2z KING STUD BLOCKING BETWEEN STRAPS AND HEADER FASTE E FASTENED PER 0,131' x 2-12 NAILS Q 4' O.C. 9"MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE31 /S02 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GEOb Sol VALLEY TRUSSES BEHIND FOR BLOCK GABLE (IF PRESENT), SHALL INFORMATION RECONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN. 206 SVPi'2 PLATE BEHIND VALLEY GABLE TRUSS. TO EA. COMMON ROOF TRUSS W/ (2) 0.162- x 3-12 NAILS Q SIPLAN. 2C O.C. MAX. R ATTACH VALLEY GABLE P TRUSS TO EA. TRUSS BELOW R&NAILING WI(3) 0.162x 312 NAILS P N BLOCKING W/ (3) 0.14T X .3-i /4"TOE-NAILS EA. ENO VALLEY GABLE CONNECTION - 150C MAX. 1"=l'-0" (3)-2z JACK STUDS �� MIN. 7/i6'STRUCTURAL I SHEATHING, OR 15W EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 3-12-x 312 Q ENGINEERED O LUMBER JACK ON E BLOCKED OVERHANG: >r TO MAX 12^ ROOF SHEATHING 2'COLUMNS 4r OVERHANGJ. NAILS TO SUB -FASCIA MIDf1EIGHT OF FLOOR SYSTEM. SHEATH JACK COLUMN p 8 BLOCKING @ 3" O.C. SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS ON EACH SIDE CONNECTORS W (18) FROM BOTTOM PLATE TO TOP PLATE. NAIL ALL EDGES TO STUDS OR COLUMNS W OHREACH EADED ROD. 0.167x2-12 NAILS 85Ai' 0.131' x 2-12 NAILS @ 3' O.C. & T O.C. IN ROOF SHEATHING & NAILING THREADED ROD W MIN. 12 THE FIELD. ER STRUCTURAL COVER 1q2x4 2x45YP. 82 SUB -FASCIA EMS EO BELOW CURB TO A A OTES. SHEATHING SHALL E CONTINUOUS FROM END SYP. M2 BLOCKING @ 16" FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 2-114" EDGE ,- Z (2}2x BOTTOM PLATE. NAIL TO MIN. B' BELOW TOP OF SPRED i F OVER TO MIN. 2'4Y O.C. w/(3}0.131"x 3" DISTANCE FROM FACE OF SHEATHING W/(2)ROVV50.148'z3' FOOTING EHIND GABLE TRUSS. TOE4tlAIL5 EA END CONCRETE CURB NAILS @ 3' O.C. p � UM DROPPED OAB2r OVERHANG 2x4 SYP. tl2 OUTLOOKER @ 24' O.C. MAX. ER PLAN GABLE TRUSS P (2(2)-2xz BOTTOM PLATE. NAIL TO SHEATHING W/ (2) ROWS 0,148' z 3" n NAILS Q 3" 0 C. -� ,. (1)ANCHOR BOLT CENTER OF �_ - ; SHEAR WALL TO FOUNDATION . PER DETAIL WF07A ON NOTES 8 ; O x •� N DROPPED GABLE:>1ff'TO MAX.?4' O.II� •-: CONNECTOR LEGEND SHEET - • -_ �(�}-2xd 2x4 SYP. tl2 OUTLOOKER @ 19.7 OC MAX. ///r TOP OF SPREAD FOOTING - MIN 8YPp2 FULL (3) 0131' x 3 TOE -NAILS FOUNDATION PER PLAN. (BELOW GRADE) HEIGHT KING STUDS REQUIRED EACH HEADER 2*4r INOVERHANG ROOF SHEATHING& PER SUCTURALCOVER NOTES. (2} H25A GABLE TRUSS TO ALL SHEATHING SHBE0 Z4SYP.121UI-FASCIANAILING TLOOKER. CONTINUOUS FROM ENDDROPPED TOP CHORD `OF OVERHANG TO MIN.GABLE Z-O' BEHIND GABLE TRUSS. TRUSS PER PLAN GABLE OVERHANGS UP TO 24" (2) ROVJ50. 148'x 31/4- NOTE&: NAILS STAGGERED@ 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 12" O.C. EA. FACE OR 2) ALL NAILS PENETRATE AT LEAST 314' OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.148" x31/4' 3) FOR S-PLV, PROVIDE 1A'DIA. x 5-12 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 2 NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN *I- V4' 2-1EDGE 12" O.C. FOR 2X10 OR V EDGE 1-12 EDGE GREATER HEADER 0.148' x 3' y ` i 212 w j LSTA30 HEADER TO 1-12 C STUDS U.N.O. (ONLY REO'D. IF WALL r SHEATHING CANT BE 0.148" x 3" NAILS INSTALLED PER WF1 Q/SD4) 0.148' x 3' OPP. SIDE i Z ODWNFRAMETO I I a I I a I I DOOR a I} 0.148"x3-NAILS 2X STUDS TYP. OPP. SIDE (2) 2x4's (2) 2x6's (2) M. ATTACH JAMB STUDS PER WF061SD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET PER WFOBISD2 DOOR BOTTOM PLATE OPENING ANCHORS PER DETAIL WF07A ON NOTES 8 /SP4@BASE CONNECTOR LEGEND DOOR SHEET OF EA.HEET P.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 P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @ 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 & CONNECTOR LEGEND SHEET. UPLIFT CAPACITY @ HEADER TO STUD = 70DM 12"=1' 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 0.131'x 2-12 SEE GE01 FOR NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR SHEATHING VALLEY TRUSSES CANTILEVER PER PLAN GABLE TRUSS EXT. SHEATHING: ATTACH PER NAILING SCHED. (2) 0.162"x 312 NAILS TO EA. COMMON TRUSS GABLE TRUSS TO TOP PLATE W/ SIMPSON HGAIO @ 48" O.C. MAIN SPAN ROOFTRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) EXTERIOR BEARING WALL PER PLAN 05 GABLE END AT VALLEY FRAMING CONN. TO WALL \ / 3W=V- 1 If MOONNTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI (2) 2x COLUMN END W/ PLIES FASTENED 314' DIA F1554 GR.36 THREADED ROD CONTINUOUS FROM TOP PLATE TO PER WF08/SD2. FOUNDATION. 5/8' DIA. SIMPSON HIGH STRENGTH THREADED ROD MAYBE i SUBSTITUTED. PROVIDE NUT & 3"x5 M',M2" PLATE WASHER ABOVE DOUBLE TOP PLATE. NUTS SHALL BE SNUG TIGHTENED. 2l3 TURN. COUPLERS WITH WITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE AS THE 3-12 x 3/2 ENGINEERED THREAw TOP OFDED ROD SP SPREAD FOOLIZED. EPDXY TING USG ANSET-XP EPDXY OR QUIV BELOW SECTION A,A LUMBERJACK COLUMNS. 2 BUILDER ALTERNATIVELY USE A 3/4" DIA. (OR 5/8' DIA. HIGH STRENGTH) ONE JACK COLUMN ON 0 EACH SIDE OF EACH CAST -IN -PLACE THREADED ROD W 3St3"0229' PLATE WASHER SANDWCHED THREADED ROD. p BETWEEN TWO HEX NUTS, MIN 8' BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 12=1'-0 OUTSIDE (2) 2x4's EDGE DISTANCE PER DETAIL 4 0.148' x 3" NAILS Y O � z a r a I a wO O _ U 0.148'x3'NAILS i n I OPP. SIDE Q DISTANCE PER DETAIL INSIDE PLY NAILS NAIIID AT 8' O/O STAGGERED. OUBIDE NALs NAILED AT &' or- OUTSIDE 2x's (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2.4 02 SYP CONT. LEDGER OR TRUSS CHORDS. NAIL TO WALL FRAMING MEMBERS W/ (2) 0A 48"x 3-1/4' NAILS @ 24` O G MAX IF MASONRY USE (2)1W TAPCONS OR EQUAL @ 24` O.C. W/ MIN. 1-1W EMBEDMENT. MAINTAIN 4" END DISTANCE 81' EDGE DISTANCE - v_ TRUSS OR ROOF RAFTER WOODIMASONRV WALL OR TRUSS, SEE PLAN K60-A> LEDGER @ LOW ROOF \ / 3/4"=1'C" C�Anyy use, duplication, or transfer of these documents without the CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.148"z31/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN 5/6" THREADED ROD/ FOR ADDITIONAL INFO NUT SET IN ADHESIVE SIDE VIEW b-SASE OF POST NW Ll CORNER COLUMN FRAMING (2) 2. BUILT-UP COL. 2x BLOCKING W (2I 2x TOP PLATE (2) 0.148'.3-I W NAILS @ EACH END SIMPSON LSTA30 W (22) 0.148.kX NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2)2. TOP PLATE ATTACH 2x TO BUILT-UP W/(2) ROWS OF 0.148'.T NAILS STAGGERED @ 8" O.C. /ter 1 , STEP @ BEARING FRAME WALL 3/4"=1'4Y i VERTICAL BLOCKING& 2x4 SYP i2 RIBBON. RIBBONS ARE NOT NAILED TO EACH REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W/ (3) 0.131"x3" NAILS. TO SPAN THE 20 SYP I2 VERTICAL OVERHANG DISTANCE, BLOCKING, NAILED TO OR IF THE DESIGN TRUSS OVERHANG W PLANS SPECIFY (3) 0.131'x3- NAILS. ANOTHER METHOD OF SUPPORT. REFER TO WIND SPEED ryMPM MANUFACTURERS BLOCKING @ EVERY SPECIFICATIONS B OTHER TRUSS (48' O.C. DESIGN PLANS. MULTIPLE VERTICALS& RIBBONS REQUIRED IF OVERHANG EXCEEDS 21 OOFP CORNICE PER 1 DESIGN Spy G 1Ap.N MAX) WINDSPEED07OWN: BLOCKING @ EVERY TRUSS (24'O C. MAX) 1 TRUSS BRG. & CONNECTIONS PER P LAN ,L PLANS 12- MAX. 12 MAX_ SOFFIT OVERHANG LENGTH PER PLAN f SOFFITS L OVERHANGS PER DESIGN PLANS. FASTEN SOFFIT TO CORNICE. EXTERIOR WALL, AND RIBBONS PER DESIGN PLANS OR i MANUFACTURER'S WRITTEN SPECIFICATIONS. F0 SOFFIT SUPPORT FOR OVERHANGS > 12" 3/4'=1'-0' mpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. setW A LO Z_ � y J LU '0m S < Z xa 0 1- K W O �aU, � n I] c • Or El 10- pI6TROCTURALENO: TH I .I-: DP QD CHEa<: O CC w JOB- STAR-t 7148 FSCALE: AS INDICATED W DATE: 0S21M SD2 zi O OV Sp ROOF SHEATHING, l0 M1OTN0 FASTEN PER PLAN % O5, SOFFIT. ATTACHMENT, & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER 2X SCAB w10.148x 3" ARCHITECTURAL NAILS @ 4' O.G. DESIGN PLANS. PER-ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN 2. FRAME WALL PER PLAN SEE ELIE 'DR O.H. SIZE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/ zVO' 2x6 COLLAR TIE HALFWAY UP HEIGHT OF VALLEY. FASTEN w/ (5) OA 48' x 3" I NAILS @ EACH END (TYP.) a I � 2x6RAFTERT02x8 RIDGE BOARD W/A35 ON ONE SIDE OF RAFTER. ATTACH A35ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN WIDTH) PLATE THRU O S.B L SHEATHING (THICKNESS PER ` PLAN) TO PRE-ENG TRUSS BELOW W/ 1/4'x4-12' SIMPSON IDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 24's @ 24" O.C. MAX. ,FO FIELD FRAMED VALLEY DETAIL 2=1'4Y PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN �vEa vtnN SEE ARCHS FOR ROOF / WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE (2) 2/ HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN - F SHEATHE ROOF PRIOR TO OVER FRAMING. 7� J - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO Zx PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 0.131"x 2-1? NAILS) @ EA. RAFTER TO PLATE CONN. 3/4' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 1-1/8' THICK OSB RIM BOARD. ATTACH TO EACH JOIST FLANGE W/ (11-0.131"x 2-12 NAIL. HGA70, CENTERED BETWEEN EA. FLOOR JOIST, AND SPACED NO MORE THAN 24" O.C. SCREW VM (3)•1W x T SDS SCREWS TO 2x PLATE -BLOCKING & (4}11V x 1-117 IDS SCREWS TO RIM BOARD. PLATE411AMNO: MIN. 2.4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. FLOOR JOIST. NAILED TO DOUBLE TOP PLATE W/ 0.131' x 3" NAILS @ T O.C. & T FROM EA. END IJOIST PER PLAN. -� / (4)-0.131' x 3' TOE -NAILS EA (JOIST TO DOUBLE f 2't2 SPF STUDS @ IT 2x TOP PLATE. HOISTS PER PLAN, BEARING ON O.C. w/ EXT. SHEATHING DOUBLE 2, TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE u� , FLOOR -TO -FLOOR CONNECTION I••�V1 WF10/SD4. IF WALL SHEATHING ISM T CONT. LSTA18 STRAPS ARE 2.4 SYP 02 BLOCKING @ 48' O.C. MAX N13) of f4TXS-1/4' TOE -NAILS @ EA END. REDUCE s e,a SPACING TO 2C O.C. @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH WN 1110.131 6) 0.131'x2-12 NAILS (MAX a VERTICAL GAP BETWEEN I2'LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 1T LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP T WAL SINT. GLEATTACH / TO WALL SINGLE TOP PLATE W / MIN. (4) 0.131'k 2-1? NAILS. SINGLE 2x TOP PLATE m/t21� NON -BEARING WALL 12=1'-0" (2) 0148"x3-1/4" NAILS @ EACH STUD 2x4 STUDS @ IT O.C. 12 GYP. BOARD SIMPSON H10A @ EACH DIAGONAL -!;7 BRACE CS7SEA . STUD ABOVE TO STUD BELOW W/ IVEND LEND (18) OA 31'Y2-12 NAILS 2x BOTTOM PLATE. ATTACH TO DOUBLE TOP PLATE W/ (2) iMSr412'So SCREWS @ 12- O.C., STAGGER ROWS 6' 2x BEARING WALL WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE ANCHORS IIIF7� BRACING @ 2 STORY FRAME WALL EXTERIOR WALL SHEATHING PER DETAIL WF1N SD4 2. 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 @ 4" O.C. & T FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. 12)- ROWS 0.131"x 2-12" NAILS @ 3" O.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR ADDITIONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM 0131' x 3' NAILS: RIM BOARD T02x PLATE -BLOCKING @ T O.C. & T FROM EA. END. & EA SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = IS). V_ = 150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF I -JOISTS) 1 12=1'-0' TRUSSES AT 24" O.C. TYP. NON -LOAD BEARING WALL PER SIMPSON OTC @ 48' PLAN. STUDS 024' O.C.ATTACHW/(6) O.C. MAX STUD 0.131'x 2-12 NAILS SPACING TO BE (MAX. 1/4' VERTICAL REDUCED DOWN TO GAP BETWEEN IT Is. O.C. MAX .@ LONGBLOCK&TRUSI LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACIN SHELVING- TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAVY WALL DOWN 1-12 SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12' LO CHORD. @ TRUSS LOCATION FOR CLIP ATTACHEE @ 48" O.C. ATTACH Tf WALL SINGLE TOP PLATE W / MIN. (4) 0.1317c 2-12 NAILS. SINGLE 2. TOP PLATE SHEATHING CONT. TO 2.4 BLOCKING W7 (2) 2nd STORY WALL 0.162'X31/T NAILS @ BOTTOM PLATE EA END. BLOCK ATTACH PER NAILING ADJACENT BAYS @ SCHEDULE EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2, BLOCKING W/ 0.131'x2-12' NAILS • T O.C. (5) 0.16Tx3-1rT NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2.4 SYP #2 CONT. BRACE W/(2) 0.1625t310 NAILS EACH DIAGONAL BRACE. OSS. TO OVERLAP TRUSSES PER PLAN BOTTOM PLATE 1-114" (MIN.) 2. LEDGER TO UPPER 21111 #2 DIAGONAL FLOOR WALL VW BRACE @ 4T O.C. MAX. 1/4'X 10SIMPSON 45'FROM BIDS SCREW @ IT O.C. HORIZONTAL BRACE (2) 2.4 TOP PLATE NOT REQUIRED B' FROM EAVES. ALL BROW FRAMING SMALL BE MIN. 2X4 SYP t2, OR P.T. IF IN CONTACT WITH LEDGER MASONRY&SPACED CONNECTION PER NOT MORE THAN 2C OJ 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. i eA5C1A PER DESIGN FASTEN EACH acc ucai a run MEMBER, EACH ADDITIONAL INFORMATION END, IIN (3) 0.148'k3' NOT SHOWN THIS DETAIL TOE -NAILS 87yU(, 7•.P MIN. (5) 0.141INT NAILS LEDGER TO WALL CONNC-CTION AT EACH NIBULLID LEDGER MEMBER CMU: MIN. (2)1/4" TAPCONS W/ 1-1W EMBEDMENT INTO CMU @ 16" O.C., V EDGE & 4' END DISTANCE FRAME: MIN. (2)1/4- IDS SCREWS WU 1-12 EMBEDMENT @ IT O.C., 1- EDGE & C END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS D2 BROW FRAMING DETAIL MAX. 1'-0" O.H. MIN. 2.8 SYP t2 LEDGER FOR CONVENTIONAL FRAME AND MIN 2x6 SYP #2 FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDS WI (2)1/4' x 4-1rr SIMPSON SDS TYP. NON -LOAD SCREWS @ 16" O.C. BEARING WALL PER MAX.; TOGAS EEND PLAN. STUDS 02C STUDS W/(2) O.C. MAX. STUD 1/1'x31?SIMPSON SPACING TO BE BOB SCREWS @ IT REDUCED DOWN TO O.C. MAX.; TO Is- O.C. MAX. @ MASONRY W/ 2x6 P.T. LOCATIONS CARRYING SYP#2 LEDGER WI(2) LOADS SUCH AS 1/4"x31/4"TAPCONS CABINETS OR HEAVY ® 12- O.C. SHELVING. EXT. WALL / TRUSS FOR CONVENTIONAL FRAME USE SIMPSON LRU26Z VW (9) OA 4T.3' NAILS OR FOR PRE-ENGINEERRED TRUSS USE SIMPSON HGA70 USING (8F7/CX 1-12 BIDS SCREWS SHEATHING PER PLAN MIN. 2x8 SYP 02 RAFTERS OR 2x4 SYP a#2 PRE-ENGINEERED 12 ROOF TRUSSES SEE 24' O.C. MAX. PLAN (5I 014TXr NAILS FOR CONY. FRAMED MEMBERS ONLY FASCIA PER COMMUNITY SPECS 4'-T MAX. Ijx4 SYP 12 OR SRE-ENGINEERED ROOF SIMPSON LUS24 W/ TRUSSES DESIGNED (6)o14Tx1-12NAILS FOR SHINGLE ONLY L 2.4 SYP #2 LEDGER. ATTACH TO STUDS OR HOLD TOP OF BEAM WH (2)1 W x 412 SIMPSON SDS SCREWS NON -LOAD BEARING @ IT O.C. MAX.; TO GABLE END STUDS W/(2) WALL DOWN 1-12 1/4" x 31(I SIMPSON BOB SCREWS @ 1C O.0 BELOW BOTTOM OF MAX.; TO MASONRY WN 2x4 P.T. SYP 92 LEDGER TRUSS BOTTOM CHORD. W/ 1/4" x 3-1/4" TAPCONS @ iT O.C. DO TYPICAL SHED ROOF DETAIL 2=1•ir PLYWOOD CRICKET T RAKE W/ FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAYERS OF 1- THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING SO CRICKET DETAIL NOT USED OR LOCATION FLOOR -BLOCKING SMALL EXTEND INTO FLOOR SYSTEM AT LEAST EXTERIOR WALL SHEATHING PER DETAIL WFIO/ SD4 Ixnrlen N. anew REDID FROM STUDS TO / ` 2x BLOCKING w/ 2 0.148° GIRDER BELOW 18' FROM THE EXTERIOR STUD FACE.... - (Ceiling Atdched to Rafters) Live Load = 20psf, () ....OTHERWISE, ADD FLOOR -BLOCKING 2x BOTTOM PLATE PER PLAN. Dead Load = 20psf, USu= 240, Flexble Finish x 31/4'TOE-NAILS EACH IF TRUSSES ARE BETWEEN THE NEXT FLOOR JOIST, SPACED MIN. 1'<' 2 0.131'X3-NAILS: 2x BOTTOM PLATE TO EACH JOIST T (includi Gpsum board) SIDE IF WALL SHEATHING PARALLEL TO WALL, 2x4 (} (A nB T IS STOPPED BELOW @ 2C O.C. MAX, W/ (2).0.131' x T TOE44AILS 2C 0 C. MAX). 2. RAFTERS SEE 02 SYP CONT, WI(2) TO TOPBBOTTOM CHORDS EA. END. SIMPSON LSTA18 IF ROOF LINE 0.148' x 3.1W NAILS AT 3/4' FLOOR SHEATHING PER SCHEDULE FOR SIZE, 2x BASE PLATE W/0.148' S.0.13f' x 2-72 NAILS FLOOR FLOOR FRAMING NOTES. 0.131-%3- NAILS @ 4- O.G. & T FROM ENDS AND SPLICES; SPACING 8 SPAN USED IN LIEU OF EACH STUD COLLAR TIE x 3-114' @ 24' O.C. TO ROOF SHEATHING SHEATHING KI EA. PIECE OF 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM INFORMATION FLOOR SYSTEM BELOW FLOOR -BLOCKING, f l - BOARD. ATTACHED PER � L i PLYWOOD FLOORING NAILING SCHEDULE SEE FLOOR FRAMING PLAN F R MORE INFO 1� I � SEE PLAN FOR FLOOR I I \ \ SYSTEM DIRECTION B MORE FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. SEE TRUSS LAYOUT TO WALL. INSTALL 294 BLOCKNG FOR TRUSS LOCATION W/ 12) 0.148- x 3-1/4' TOENAILS EA. 8 CONNECTION INFO END AND (2) 0.148"x3-1/4" NAILS TO EA. I rUO. *F1S TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=l'P COPYRIGHT MCD 2015: The information con FLAOR41110M O: MIN. 1-1/8" THICK CIS RIM BOARD- NAIL TO FLOOR -BLOCKING 1 -1 re' O.S.B. RIM BOARD OR (JOIST W/ 111 0.131" X 2-12 NAIL TOP & BOTTOM. 21, COLLAR TIE (MATCH TO FLOOR SLOCKING SPACED @ 2C O.0 MAX.1RAFTER SIZE) LOCATED IN MATCHING FLOOR DEPTH. NAIL-- `�`e- SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM FLOOR -BLOCKING TO TOP & BOTTOM CHORD ``� BOARD. (2H ROWS 0.131' x 2-12 NAILS @ T OC. ABOVE UPPER 3RD OF ATTIC SPACE. SYP#2 RAFTER SPANS SPACING (in.) 214 (Min.) 2x6 (ft-in) 218 (ft-inl WO (Min.) 202 (ft-in) 12 " 13-6 17-1 20-3 23-10 16 7-9 1141 14-9 178 20-8 192 7-1 1DA 1- 1So 18-10 24 6-4 96 12-1 14. 1.-10 ATTACHED TO RAFTER W/ AND BELOW SPLICE. REFER TO DETAIL WF10/ OR OF JOIST W/(21-0.131'x3'TOEIJAILS. SD6 ADDITIONAL INFORMATION. (4p. 131'x3'NAILS. NOTES:1 S hall be measured aloe the honxontal HGA10. CENTERED BETWEEN EA. PIECE OF 1 NOTE: SIMPSON LSTA18 1 Pan s a g pmjaction FLOOR -BLOCKING, AND SPACED NO MORE THAN t BELOW CONCENTRATED LOADS. AND "ERE REQUIRED PER CENTERED AT ROOF PEAK of the seer_ 2CO.C. SCREWW/(3)-1/CX3"SDSSCREWST0 I RIM BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, WRAPPED OVER RAFTERS& 21 Ratter overhargs shall not exceed lha bsser of l0 of N PLATE-BLOCKING&(4)-1/4'x 1-12SDS SCREWS INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM FASTEN WN(7)0.148'x2-7!Z the rafter span or 2 feet TO RIM BOARD. MATCHING SIZE AND SPECIES OF COLUMN ABOVE. NAILS TO EA. RAFTER CEILING JOIST SPANS SCHEDULE FLOOR JOIST OR PER PLAN. (Uninhabilable Attics W ntioot Stomp) Live 0131"X X NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ T Load = 10psf, Dead Load = 5psf, V 6, = 240, O.C. & T FROM EA. END. & EA. SPLICE. (4)-0.131"X 3- TOE -NAILS EA. PIECE OF Flexble Finish (including Gypsum board) FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE. DOUBLE 2x TOP PLATE PER PLAN. CEILING JOIST LOCATED AT THE PLATE43LOCKM: ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1 6): BOTTOM OF THE ATTIC SPACE. MIN. N4 SYP#2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN ` VuLr = 150 MPH, EXP. C SEE SCHEDULE FOR SIZE, EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE MAX. IN -PLANE SHEAR: III PLF SPACING 8 SPAN INFORMATION W/ 0.131'x 3" NAILS @ 6' O.C. & T FROM EA. END, MAX. UPLIFT: 648 PLF S2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) I/C�F2 CONVENTIONAL DORMER RAFTERS SYP#2 CEILING JOIST SPANS SPACING (in.) 2,,4 (ft-in.l 2x6 (ft-in.) 2.8 -10 (ft-in.) 12 11-10 1" 24-7 IS 16 10& 16-11 21-7 25-7 192 10-2 15-7 1" 23-5 24 9J 13-11 17-7 20-11 ained 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, 0 NONSTRUCTURALELEMENTI NOT SHOWN THIS DETAIL FOR Z CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. & ROOF SHEATHING & NAILING PER ROOF m NOTES. ROOF TRUSSES PER PLAN. 1`\ U.N.O. ON FRAMING PLAN: (2). T oS SIMPSON SOWC156M SCREWS EA. TRUSS TO TOP PLATE. REFER TO F ---� DETAIL SSDW C. 11 -_ MIN. 1/T GYPSUM WALL8OARD FII p i1 OVERHANG & CORNICE PER DESIGN 0 CEILING PER - PLANS. FBCR702.3. 2X SYP#2 SUBFASCIA W4 (3} 0A31" x CEILING IS NOT 3" END NAILS TO EA TRUSS (U.N.O.) DESIGNEDASA DOUBLE 2x TOP PLATE. REFER TO DETAIL w DIAPHRAGM. WFO7/SD2. (3)- 0.131'x 370E OR END NAILS, O EA STUD TO TOP PLATE. (1). T SIMPSON SDWC15600 SCREW, r INSTALLED TO THE INTERIOR NARROW FACE �$ PER 13(SDWJC; EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF10/ SO4 0 MID -HEIGHT DI BLOCKING, MATCHING SIZE 8 2 SPECIES OF STUDS. NAILED BETWEEN STUDS < W/(3).0.131'x 3'TOE OR END NAILS. w 2.STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. m MIN. 117 GYPSUM WALLBOARD PER p FBCR702.3. m O 3/4' FLOOR SHEATHING PER FLOOR a FRAMING NOTES. ui (3} 0.131" x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. m FLOOR TRUSSES OR JOISTS PER O H FRAMING PLAN. REFER TO DETAILS WS20 AND 2 WS2I ON THIS SHEET FOR O 1�\ DRAFTSTOPPING FLOOR -TO -FLOOR CONNECTION WHERE REQUIRED PER INFORMATION. U O I FBCR 302,12 F Pi. PII - DOUBLE 2. TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131' X T TOE OR END NAILS, EA STUD TO TOP PLATE. 2 MIN.1?GYPSUM WALLBOARD CEILING PER rc FBCR302.13. EXCEPT WHERE SIT TYPE X 1pj GYPSUM WALLBOARD IS REQUIRED PER `J FBCR3026. CEILING IB NOT DESIGNED AS A 2 DIAPHRAGM.in w EXT. WALL SHEATHING PER DETAIL WF10/ SD4 2 2 MID41EIGHT 21 BLOCKING, MATCHING SIZE & Z SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3). 0.131"x T TOE OR END NAILS. 0 � I] 2x STUDS, SPECIES AND SPACING PER w FRAMING PLAN. SIZE PER DESIGN PLANS. r MIN. 1? GYPSUM WALLBOARD PER FBCR702.3. x (2f 4-12 51MPSON SDWC15450 SCREWS, p INSTALLED PER DETAIL 10/SDWC; EA. STUD TO BOTTOM PLATE. w (3H 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. - 2x P T. BOTTOM PLATE, 0 ATTACHED TO H - FOUNDATION PER --Q B j DETAIL WF07N NOTES ---- PpRF� - - & CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. CAPACITIES (LDF =1 6): 3 192 PLF ASSEMBLY ALLOWABLE MAX. IN -PLANE SHEAR. MAX. UPLIFT' 44Z PLF TWO STORY EXTERIOR WALL -I JOIST w 0 TYPICAL 3/4'=1'-O' w r WMR & ASSOCIATES, LLC is strictly prohibited. L Et � O L ••• wa � �//y}jjJ ems' I jCr 0 • 5:-5 `eoz. �e �►�RAa�te go 431 n LD C • #� Or Z � oy EI m O iaz -XayO C9FH' - W LU O :3 XJ a a y • N r ENG: TH S SIRUCT: Of >� DG1YlEOC CC O w JOB N". STAR-17148 in r SCALE: AS INDICATED w MTE: O6/2123 SD3 WINDOW JACK STUD COLUMN PER PLAN. MIN. UPSET HEADER (2} 21 SYM STUDS EACH. COLUMN, OR JACK & KING STUDS PER PLAN. FA E OF EACH INTERIOR RIOR SCREW INTO NARROW MIN. (4} 21 STUDS. FACE OF EACH INTERIOR STUD ( TOTAL) TO (1} 6'SIMPSON SDWC SCREW TOINTO DETNARROW (1} 6' SIMPSON SOWC SCREW INTO NARROW DETAIL I3/SOVVC)(TWO SCREWS TOTAL) FACE OF EACH STUD (SIMILAR TO DETAIL FACE OF EACH STUD (SIMILAR TO DETAIL 13ISOWC)(iWp SCREWS TOTAL). 13SDWC)(TVVD SCREWS TOTAL). (2}417 SIMPSON SDWC SCREWS INTO WADE (2}41?SIMPSON SDWC SCREWS INTO WIDE HOLD CRIPPLE STUD BELOW SILL PLATE SHORT FACE (PER DETAIL 10/SDWC) FACE (PER DETAIL 10/SDWC) TO ALLOW PROPER INSTALLATION OF SDWF 1' MAX. 1" MAX. 1 •MAX 1 • MAX( SCREW. NAIL TO JACK STUDS W/MIN. (4}0.131" � x 3" NAILS. FLOOR SYSTEM PER PLAN. FLOOR SYSTEM PER PLAN. I ' / IIx (3} SIMPSON SOWF2724-TVIN SCREWS: ONE ON 1 1 EACH BIDE OF COLUMN W// MAX. 1' FROM EDGE Y (2} SIMPSON SDWF2724TUW SCREWS EACH SQUASH BLOCKING WITHIN FLOOR SYSTEM 11 OF WASHER TO COLUMN, AND ONE CENTERED SIDE OF COLUMN WV/ MAX. 1' FROM EDGE OF BETWEEN COLUMNS. SQUASH BLOCKING WITHIN FLOOR SYSTEM 11 / 11 WASHER TO COLUMN, MATCHING SIZE &SPECIES Of COLUMN ABOVE. / ; MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE TOP OF PLATE /I 2x 2ND FLOOR STL PER PLAN PER PLAN SEE PLAN FOR MC INFORMATION DOUBLE 2x TOP PLATE PER PLAN. DOUBLE b TOP PLATE PER PLAN. MIN. (2} 2x SYP12 STUDS MATCHING S1ZE OF (2)-e- SIMPSON SDWC SCREWS INTO NARROW I� (4} 6" SIMPSON SDWC SCREWS INTO INTERIOR COLUMN ABOVE. CENTERED BELOW JACK STUD HEADER PER PLAN. - FACE OF HEADER (SIMILAR TO DETAIL FACE OF STUD COLUMNS(SIMILAR TO DETAIL 1170.C. 11 'I;SDWC,SPACED ATI-1?O.C.&CENTERED COLUMN. . INSOWC)(4SCREWS TOTAL. . TYP. UNDER COLUMN ABOVE. SEE FLOOR FRAMI FLOORPLAN FOR UPLIFT CONN CAPACITIES S STEM HFO. (z>sDwctssoo: sooe/coLN. SDWF2724•s: 1416NCOLN. COLUMN TO HEADER CONNECTION ACROSS FLOOR SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS W n 0148'X 3-1/4' SINK COLUMN' OR JACK & KING STUDS PER PLAN. COLUMN, OR JACK & KING STUDS PER PLOWNSET AN. DHEADER MIN. (4}2x STUDS. (I} 4-17 SIMPSON SDWC SCREW INTO NARROW MIN. (4} 2X STUDS. (1} at? SIMPSON SDNC SCREW INTO NARROW (2) 2. TOP PLATE FACE OF EACH INTERIOR STUD (SIMILAR TO FACE OF EACH INTERIOR STUD (SIMILAR TO (2} 4-17 SIMPSON SDWC SCREWS INTO WIDE DETAIL 1WSOWC)('WO SCREWS TOTAL) (2} 4-17 SIMPSON SDWC SCREWS INTO WOE DETAIL IWSOWC)(TWO SCREWS TOTAL) FACE (PER DETAIL 10ISDWC) FACE (PER DETAIL 10/SDWJC) 2x 1ST FLOOR STI _ (2)-4-1? SIMPSON SDWC SCREWS INTO WIDE _ (2} 41? SIMPSON SDWC SCREWS INTO WADE SEE PLAN FOR MI 1• M FACE (PER DETAIL 10/SDWC) 1• M `� �1 1• M FACE (PER DETAIL 10/SDM) INFORMATION FLOOR SYSTEM PER PLAN. I / (2)- SIMPSON SDWFZ72aTUW SCREWS EACH SIDE OF COLUMN WV/ MAX. 1FROM EDGE OF SO ASH BLOCKING WITHIN FLOOR SYSTEM / XII WASHER TO COLUMN. MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 21 TOP PLATE PER PLAN. (1 } W SIMPSON SDWC SCREW INTO WADE FACE (1} W SIMPSON SONIC SCREW INTO WIDE FACE (PER DETAIL IG'SDWC) OR NARROW FACE (PER (PER DETAIL 1 WSDW c) OR NARROW FACE (PER 1 1 DETAIL 13/SDWC). T DETAIL 13/SOWC). COLUMN PER PLAN. ALIGNED WITH COLUMN (1} 6" SIMPSON SDWC SCREW INTO NARROW ABOVE. MIN. (4)- a STUDS. FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (2 SCREWS TOTAL). UPLIFT CNN. CAPACmES: ISO COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)SDWCISSIXI ISOOL' 1(2)SDVfM4: 28321 EXTERIOR WALL SHEATHING NOTES: 1. ALL EXTERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 1532' EXPOSURE 1 OR 7/16' STRUCTURAL 1 & 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/T MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END JOINTS. 1/8" MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 12' GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1 S" 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-101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE REQUIRED WHEN SPECIFIED ON FRAMING PLAN($) AND/Oft 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 3 O.C. TOP PLATE W/ (2} ROWS 0.131 2-17 NAILS • 3- O C STAGGERED 1-1? 4-1 1-17 • • • • 'qf; 3 OC �i-17 STAGGER /EXTERIOR WALL SHEATHING / e l TYP. NAILING AT DOUBLE TOP PLATE FLOOR SYSTEM PER PLAN. I / �( (2)- SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W// MAX. 1' FROM EDGE OF FOUNDATION PEF SQUASH BLOCKINWITHIN FLOOR SYSTEM G / 111 WASHER TO COLUMN. PLAN MATCHING SIZE 8 SPECIES OF COLUMN ABOVE. / h TOP -OF PLATE YPER PLAN DOUBLE 21 TOP PLATE PER PUN. b MIN 4 2X SYP12 CRIPPLE STUDS MATCHING -1 } 2 _ I SIMPSON SDWC SCREWS INTO NARROW FACE OF CRIPPLE STUDS AT TOP & BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL 13/SDWC). COLUMN. CRIPPLE LENGTH TOBEWMIN. HEADER PER PLAN. 1 \ \ \ COLUMN TO HEADER CONNECTION ACROSS FLOOR UPLIFT CONN. CAPACITIES: (4)SDWC156D0: 18" 1'=1'47 (6)SDWDI5 . 1970/ 2 DWFZ724' 28320 NAIL WALL SHEATHING 35 / 35' Ngll E%T. WALL f f / SHEATHING AT VERTICAL PANELS TO RIM BOARD PANEL JOINTS (EDGE / W/(2}ROWS 0.131'% NAIL SHEATHING / / NAILING') W/0131'x 2-17NAIL6 @ 3"O.C. �a ._• STAGGERED Z . INTERMEDIATE I U 2-1?NAILS @6'O.C. < 1 � � MAINTAIN MIN. 3/4' FROM 0 : MAINTAIN W TO EDGE �d STUD IN THE _ 1. - m < EDGE OF PANEL. _ ( m OF PANEL, STAGGER / - q z1EL0T WC0131 NAILING ON EACH SIDE 17 NAILS • -. O -1,1(I' /; 6"OC AT IT t� OF PANEL JOINT. F / //. SHEATHING SPLICE AT THE jMAINTAIN IB'G4P MID -HEIGHT OF RIM j I BETWEEN PANELS 00 BOARD. MAINTAIN 17 GAP ! Q 1_j7 BETWEEN PANELS. .I MIN. 21 STUD CENTERED ON VERTICAL PANEL f;; 1//;♦ /f//A//;f'. EXTERIOR WALL " JOINT. f A//!, / • /y/ SHEATHING '>r-T--=-(-r-(-r-- -� A ` EXTERIOR WALL SHEATHING TYP. PANEL SPLICE AT WSP RIM BOARD0 1-1 =J, TYP. VERTICAL EDGE & FIELD NAILING NAIL EXT. WALL SHEATHING TO HEADER W/ 0.131"x 2-1? NAILS @ T O.C. TOP & BOTTOM MAINTAINING 3W EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADERW/(6)-0.131"x24NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PUT W/ 0.131' X 2-1? NAILS @ T O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS V 0,131• x 2-11T NAILS @ TOP & BOTTOM, & THEN 6"O.0 EXTERIORWALL NAIL EXT WALL SHEATHING TO SILL PLATE W/ V SHEATHING 0.131' x 2-1? NAILS @ 6' O.C. V U NAIL EXT. WALL SHEATHING TO CRIPPLE O ems` FRAMING W/OA31-x2-1?NAILS•TOP & m� `p x� BOTTOM, 8 THEN 8- O.C. AT PANEL EDGES 8 12 p �, �• N O C. W THE FIELD. AT VERTICAL PANEL JOINTS, tx • f -.• REFER TO DETAIL(D).11 ' 2x BOTTOM PLATE / , NAIL EXT. WALL / F , SHEATHING LL 3'O.C. PERPLAN • ♦ j • ,• ; FOUNDATION PER PLAN. 0131' X 2-1/T NAILS BETWEEN SHEATHING @ 9. O.C. MAINTAIN AND FOUNDATION OR i q 3/4• TO PANEL EDGE. MASONRY, TYP. EXTERIOR SHEATHING DETAIL (2-STORY) &ITYLP. 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 SIMSPON MSTC402ND FLOOR STUDS TO 1ST U G FLOOR STUDS WITH (32) w 0.146"X 3-1/4" SINKERS w ATTACH 2, STUDS VW (3)2X STUDS �'ij&j116ibb4�441 (2) 0.162-X 3.17 NAILS O O @6'DO, • $ @' ®� CAL60RTMACORNER B-0 ••• FLOOR STUDS W 1ST FLOOR STUDS WITH (S2) 0.148'X 3-1 /1" SINKERS / •®� O • W @ x"'� (3) 2. BUILT UP COLUMN ATTACH PER n y N W 2: -,i• .� ••. NAILING SCHEDULE • . b-�• � ATTACH 2, STUDS VW - O L.��.�/B O • �r �� (2) 0.162"X 3-17 NAILS a 6"o.c. (4) 2X STUDS /A[ ® a\ STANDARD CORNER ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO (4) 2. STUDS • • MIN. TEND LEA 04}0.131WT O OO ,`r �� �4 (1x 2 lNAI SHEND. r2OLID ❑ ! r � PROVIDE SBLOCKING WTHIN FLOOR SYSTEM. Z ~ m HTT41N/5/8"ALL O THREAD ROD, 7" MIN. ¢ F STUDS W/ (2) ROWS STUDS W/(2) 7 EMBED, W/ SIMPSON SET EPDXY OR 0 2! w LIFORNIA CORNERAVA NAILS "O.C. CALIFORNIATTACH • 6 COLLUUMNN W/ (18) 0.148• X 2-1? NAILS w , HTT4 W/ 51B" ALL THREAD ROD, 7" MIN. EMBED. W/SIMPSON (3) 2. BUILT UP STUD SET EPDXY OR EQ, COLUMN ATTACH PER ATTACH COLUMN W/ W/FO8/SD2 (18) 0.148- X 2-17 NAILS ATTACH 2X TO BUILT UP STUD COLUMN W/ (2) ROWS OF 0.162'X 3-17 NAILS @ 6" O.C. STANDARD CORNER A -A 2-STORY CORNER FRAMING ATTACHMENT -FRAME 3/4'=1'-0 ATTACH PER NAILING O 2x STUDS . SEE SCHEDULE FRAMING PLAN FOR SPACING AND GRADE Zx BOTTOM PLATE W/ (1)SIMTOM SDWC NOTE: 0 WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN L AND SEE ARCM PLAN i580-SCR--- SCREW @ fi' O.C. WINDOWS) CENTER WINDOWS MUST WIVE LSTA30 STRAPS TOP AND 0 TO VERIFY SIZE FROM ENDS AND 'SPLICES. BOTTOM AND EACH SIDE OF OPENING W/ (2j A34 CLIPS TO TRANSFER a 3M' FLOOR SHEATHING SPLICES. SCREWTO BE LATERALLOADS ATTACHED PER FLOOR INSTALLED TO CENTER SIMPSON LSTA24 SOLID SHEATHING F NAILING NOTES LL OF RIM BOARD BELOW STRAP W/(22)0.148-X HEADER O G 3" NAILS. BEND STRAP OVER TOP PLATE MAk SIMPSON SP4 W/(6) C148" 2C 0 C. RIM BOARD BLOCKING @ 24' O C. MAX. 3', THEN RUN DOWI4`et x1-12" @ (USE SP6 @ 216 STUDS a ATTACH TO DOUBLE FACE OF JAMB & SP8 @ 2x8 STUDS) a TOP PLATE USING (I) LL 3 STUDSHEADER. SIMPSON A34 (ONLY REOD IF WALL (2) 2. SPF TOP PLATE 0 RIM BOARD PER TRUSS SHEATHING CANT BE U.N.O. ON PLAN O IJOIST@24'O C. MANUFACTURER. INSTALLED AS HEADER-SEE2ND (MAX) ATTACH TO EACH JOIST INDICATED) FLOOR PLAN FOR MIN, 0 FLANGE W/(1) 0.131' x EXTERIOR SHEATHING HEADER SIZE & REDD ATTACH RIM BE BOARD TO BEAM 2-10 NAIL FROM TOP OF WALL JAMB STUDS BELOW USING (1) SIM (i) ROW 0.131' x 2-1? TO BOTTOM OF FLOOR A35 @ 18' O.C. MAX & 6' FROM '. NAILS @ 3" O.C. WALL SYSTEM (RIBBON / ENDS &SPLICES SHEATHING TO BEAM) ATTACHED PER BEAM OR FLOOR NOTE: REFER TO RIMBOARD NAILING SCHEDULE IF IF HEADER IS UPSET GIRDER PER PLAN JOIST MAIN SPECS 12) ROWS x SHEATHING CAN NOT V AND WINDOW IS Z FOR BLOCKING - O.C. NAILS @ 3' O.C. WALL ALL SE INSTALLED AS LOWER' (1) ZI SILL 1. REQUIREMENTS SHEATHING IN IN INDICATED, PLATE W/(2)0.148", 3" 0 BE BOTTOM OF BEAM CONTRACTOR TO TOE -NAILS. EXT. 1. INSTALL LSTA24 & HEADER OPENINGS < S� PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN LESS THAN 4FT:(1)21 ? 3/4"=1•-0" SILL PLATE vw (21 w (2) 2x SILL AT WINDOW O.I.48' 3" TOE -NAILS. O W/2x CRIPPLE STUDS AT EA. END NAILED TO OPENING LARGER THAN 4FT. (2) 2x SILL X STUD PACKW/0.148k PLATEWIA35CLIPS 2 3' NAILS @B'O.0 EACH SIDE W/2x THEN STUDS @ 1S- O.C. ATTACH SILL VW CRIPPLES @ 16" O.C. - W/ (2) 0.148' x 301 (2) 0 148' x 3' TOE -NAILS AT EA. END TO NAILS T&B O (PLYWOOD SHEATHING OF SILL (MAX OPEN G REO'D T68) w WIDTH 4-0), USE A35 CLIP AT EA END FOR O OPENINGS GREATER F THAN 4' BUT LESS THAN 6• SIMPSON LSTA30 O STRAP CENTERED I BETWEEN COLUMN & GIRDER/BEAM BELOW `A W/(22)0148•X 3- SEE FRAMING PLAN O NAILS. (ONLY READ IF FOR FLOOR WALL SHEATHING CONNECTION j CANT BE INSTALLED F AS INDICATED) FLOOR GRIDER OR BEAM 5 Z NOT USED NS4i HEADER CONNECTION @ 2nd FLOOR HIGH BM w 3/4'=l'-T 0 :xpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ~ V/ Q H• 9 LLg ~ W F w _ N O pr2 N F j gs -J F_- O F S 1ii = O LIU go 4+1 {` AA 01 Z Sr J LU m 0 El iaz - ia0 - 0 � h K W ZO 0)Zr EJ STRUCTURAL ENG'. TH F 5 STRUCT: DP < QC CHECI(: CC V JOB No. STAR-17W I SCALE: AS INDICATED w DATE: W2123 S D4 ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING n) SIMPSON SD VW2724 (0.27 x 24) SCREW @ 24' O.C. MAX. MAINTAINING W FROM ENDS AND SPLICES 2.4SYPIt2RIM-BLOCKING BEHIND RIM BOARD. NAIL TO RIM — BOARD W/ (2)4)131' x 3' NAILS @ 3' O.C. FLOOR -BLOCKING SHALL EXTEND IWO FLOOR SYSTEM AT LEAST IT FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOORALOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED @ 2C O C. MAX, W/ (2)-0.131"x 3' TOE -NAILS TO TOP & BOTTOM CHORDS EA. END. (6)-0.131-x 242" NAILS: FLOOR 3W FLOOR SHEATHING PER FLOOR FRAMING SHEATHING TO EA. PIECE OF NOTES. FLOORJILOCKING. , FLOOR-OLOCIa : 1-1/S" O.S.B. RIM BOARD OR WGIST FLOOR -BLOCKING SPACEO @ 24" O C. MAX, MATCHING FLOOR DEPTH. NAIL _ FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W/ (2)- 0.131' x 3" TOE -NAILS. FLOOR JOIST OR PER PLAN. / (4} 0.131- X W TOE -NAILS EA. PIECE OF FLOM-BLOCKING TO DOUBLE Zx TOP PLATE, PLATE$OCKWk MIN. (2}214 SYPR2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. SCREWED TO DOUBLE TOP PLATE WI6' SIMPSON SDS SCREWS @ 4' O.C. & 2' FROM EA. END. FLOOR -TO -FLOOR CONNECTION (PARALLEL 1-JOISTS) 1 12'=1'Q EXTERIOR WALL SHEATHING PER DETAIL WF10 SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 2x BOTTOM PLATE PER PLAN (2)0.131"X 3" MAILS; 2, BOTTOM PLATE TO EACH JOIST (AT 2C O.C. MAX). (2)0.131"x 3' NAILS @ r O.C. & 2' FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM 80ARURIM BOARD BLOCKING. CENTER NAILS ON RIM SGARD/RIM BOARD BLOCKING. MIN.1-118' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING W/ M-0.131 X 2-12- NAIL TOP & BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2). ROM 0.131'x 2-12'NAILS @YO.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WFIU SD40R 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 T02x PLATEALOCIONG @ W O.C. & Z' FROM EA. END. & EA. SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF = 1.6): Vu, =150 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR). 1080 PLF (1ST FLOOR) MAX. UPLIFT: d25 PLF NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFERTODESIGNORARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 12' GYPSUM WALLBOARD CEILING PER FBOR702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1} 6- SIMPSON SDWC15600 SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA. STUD TO TOP PLATE. MIN, 1? GYPSUM WALLBOARD PER FBCR702.3. (2)- -12" SIMPSON SDWC15450 SCREWS, — INSTALLED PER DETAIL 10/SDWC; EA STUD TO BOTTOM PLAT 314' FLOOR SHEATHING PER FLOOR FRAMING NOTES. MIN. 12' GYPSUM WALLBOARD CEILING PER FSCR302.13. EXCEPT WHERE 5/8" TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R .6. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- 6" SIMPSON SDWC15600 SCREW. INSTALLED TO THE INTERIOR NARROW FACE PER 13/SDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED P1 FRAMING PLAN 2. P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL VVF07AON NOTES & CONNECTOR LEGEND SHEET U.N.0 ANCHOR BOLTS SHALL BE INSTAL AT 12' O.C. MAX. ASSEMBLY ALLOWABLE CAPACITIES (LDF = IS) MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1080 PLF (1ST FLOOR) MAX. UPLIFT. PLF * 1* HIGH SHEAR TWO STORY EXTERIOR WALL �— ROOF SHEATHING & NAILING PER ROOF NOTES. 2x SYPN2 VERTICAL BLOCKING BETWEEN EA. TRUSS. (1)-6' SIMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA. END (RAC SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING WITH RSRS41 (0AI3'x2-W) RING SHANK NAILS @ 4' O.C. MAX. U.N.O. ON FRAMING PLAN: (2)-6' SIMPSONSDWC156DOSCREWS EA TRUSS TO TOP PLATE. REFER TO DETAIL 5/SDWC. FLOOR PLATE PLAN OVERHANG & CORNICE PER DESIGN PLANS. 2x SYPY2 SUBFASCIA W/ (3)- 0.131' x 3" END NAILS TO EA. TRUSS (U.N.O.) DOUBLE Z, TOP PLATE. REFER TO DETAIL WFO7/SD2. (3)-0.131"x3'TOEORENDNAILS, EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WF1O/ SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL VW10 MID -HEIGHT 21 BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131' X 3' TOE OR END MAILS. 2X STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (S- 0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. V`Ir REFER TO DETAILS WS107 (FOR WOIST) OR DRAFTSTOPPING WHERE VVS125 (FOR FLOOR TRUSS) ON THIS SHEET REQUI RED PER FOR FLOOR -TO -FLOOR CONNECTION FBCR 302,12 INFORMATION. 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. 3/4'=/'4T EXT. WALL SHEATHING PER DETAIL WF10/SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.L.O. OF NAILING INDICATED ON DETAIL WF10 MID -HEIGHT 2X BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W/ (3} 0.131" x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-1/2" SIMPSON SDWC15450 SCREWS. INSTALLED PER DETAIL 101 SDWC; EA. STUD TO BOTTOM PLATE. 13} 0131" x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. ELEVATION W Z • � xxr. Ca V/f J es td W of g� Q � z 0 �F O C i U) p t� z W O V 2 n A 10 C #� 01 � H J I- -J 2 m S LLI Q Z - =a0 0 1•- -F- W M W }0 X yn� • sTRUCTUR/LLENG: TH K a CHECK: CC Q w ;X- STAR-1110i t SCALE: AS INDICATED w DATE: OB2123 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. SD5 4W+ HALF PART/ WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (ND PENETRATIONS) STUDDED COMMON TRUSSES 1/I GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXW.V344 B USED), SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.1/r THICK GLASS FIBER OR MBERAL WOOL 94BLILATON COMPLETELY FILL THE STUD CAVITIES REFROOFETO PUNR BEARING HOT. $ _ - FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED IJ2' GYPSUM WALLBOARD PER U3731PW1, U33m-w , U13471PY4, OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MARL 5d (0.006' x 14W LONG, 7SW HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MN. 1414" LONG). ALL FASTENERS SHALL BE INSTALLED 6 MAX4' D.C.6 ALL SUPPORTED EDGES a it O.C. IN FIELD (3}0.131' X3'TOE OR END NAILS, EA BTID TO BOTTOM PLATE. EA SIDE OF PATTY WALL (1T 6' SIMPSON SOWC15600 SCREW, EACH STD TO BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL} MIN. 2x4 SYP 02 BOTTOM PLATE -ATTACH TO - CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDWC151100 (0.152 x 6`)SCREW 6 24 O.C. MAX MADRAN 6' FROM ENDS a SPLICES ATTACH BOTTOM RATE TO DOUBLE TOP PLATE BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 x 24') SCREW 63r O.C. MAX MAINTAIN I' FROM ENDS AND SPLICES PRE-ENC FLOOR SYSTEM FLOOR BEARING HGT. REFER TO PLANS -- FIE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. - EACH SIDE OF PARTY WALL, USING (1) SIMPSON SOWC15000 SCREW 6 24' O.C. MAX a T FROM ENDS a SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. S4W / PENETRATION TO RIM BOARD. (1)-R SMPSON SW/C151100 SCREW. EACH STUD TO TOP PLATE PER 111SDWC, (EACH SIDE OF PARTY WAN} IW GYPSUM WALLBOARD PER U3731PW1. U336IRYI U3471PW4Y OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d 16.066' x 1-W LONG. 150 HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MBE. 1-1/4' LONG} ALL FASTENERS SHALL BE INSTALLED 6 MAX C O.C. 6 ALL SUPPORTED EDGES a ITO.C. IN FIELD MIN. 2P4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH 70 FOUNDATION USING ANCHOR BOLTS DEFINED N DETAIL WF07AON NOTES a CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT 36' O.G MAX a WITHIN 6' OF EACH ETD OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: • UPLIFT =ZD PLF - N PLANE SHEAR= 290 PLF 4, PARTY WALL 4•-2 3W -HALF PARTY WALLWIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USND (1) SIMPSON SDWC15M (0.162 x 69 SCREW 646' OC A P FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WFGI/SD2 FOR SPLCEa ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15OW OIA52 x 57 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALLSYSTEM PER U3T31PWI, U33WPWZ U3471PWN. OR V344PW5 TjT MN. 201 SYP Q STUDS 616' O.C. W/ MM44EIGW WALL BLOCKING EACH SIDE OF PARTY WALL TYPICAL PARTY WALL SECTION (VE) 1/T•1'4Y 3W FLOOR SHEATHING EACH SIDE OF PART' WALL ATTACH PER NAILING SCHEDULE PRE-ENG. FLOOR SYSTEM FLOOR ANS BEARING HGT. REFER To. _ DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE a ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373IPW1, U2 &7WZ U1347PW4, OR V301IPM MIN. 2.4 SYP 02 STUDS 616' O.C. W/ MD4EJGHT WALL BLACKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE US ING (1I SIMPSON SOM154M (0.152 x 4-V27 SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION E PARTY WALL 4'V+ HALF PARTY WALL WIDTH 14'-234'+ HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING WO PENETRATIONS) I (NO PENETTRATIONB) _ STUDDED COMMON TRUSSES IM GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY WM.V344 IS USED} SEE DESIGN PLANS. ITC GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MIN. 3.12' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1W GYPSUM WALLBOARD PER U 373VW1, U336 PM U3471PW4, OR V344PM EACH SIDE OF PARTY WALL, FASTENED USING MIN. 5d ( LOW x I-W LONG. 1SW HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MN. 14W LONG} ALL FASTENERS SHRILL BE INSTALLED 6 MAXC O.C.6 ALL SUPPORTED EDGES a IT O.C. N FIELD ATTACH EACH STUD TO BOTTOM PLATE USINK (1) SIMPSON SDWC15450 (D.152 x4-IIM) SCFtB CONNECT 2ND FLOOR WALL B, PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x 4-11? S SCREWS 61T O.C. AND r FR END OF WALLS. ALL SPICES T BE STAGGERED MIN. 4r 12' GYPSUM WALLBOARD PER U373FW1. U336PW2 U3471PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.066' x 1-W LONG, ISM HEAD) COOLER NAILS OR No.0 TYPE W DRYWALL SCREWS (MIN. 14W LONG). ALL FASTENERS SK41 BE INSTALLED 6 MAX P O.C. 6 ALL SUPPORTED EDGES A Ir O.C. N FIELD MSI 2x4 SYP 02 P.T. BOTTOM PLATE (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 Sr O.C. MAX a WITHIN W OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT = 270 PLF - N PLANE SHEAR= 250 PLF TYPICAL PARTY WALL SECTION i2111W TOP PLATE USING (1) SIMPSON SDWC150M M•162 x 6'I SCREW 64W OC a 6' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WIW/ED2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON 3DWC15600 (0.152 x n SCREW (EACH SIDE OF FIRE RATED WALL SYSTEM PER U3731PW7. U3361PM U3471PW4, OR V344PM INSTALLED TIGHT TO ROOF SHEATHING. MN. ZA SYP 02 STUDS 61r O.C. W/MID-WiGHTWALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE L 31NG (1) SIMP3014 SDWC15M (0.152 x 4-1m SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2)1/4' x4-12' SIDS SCREWS 6 IT O.C. AND B' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MN.4r DOUBLE TOP PLATE EACH SIOE OF PARTY WALL SEE WF07/802 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDYICISS00 (0.1S2 x 61 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PW1, U330/PY2, U3471PW4, OR V344PM MN. 2A4 SYP 02 STUDS 6/T O.C. W/MIPHEGHTWALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-12O SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'V + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES UT GYPSUM WALL WNW EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM OF ASSEMBLY BXW.V344 is USED} SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ ` MIN. 3-11T THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETBY FILL THE STUD CAVITIES �_RO OF BF.ARIND HOT. ��REFER TO PLANS _ - 1/r GYPSUM WALLBOARD PER U3731PW1. U3351PWZ US47I1W4. OR V34YPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 54 (0.066' x I.&V LONG, ISBN' HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MIN. 1-1 W LONG} ALL FASTENERS SHALL BE INSTALLED 6 MAX C O.C. 6 ALL SUPPORTED EDGES a IT O.C. N FIELD MIN. 2.4 SYP 02 STUDS 0 Ir O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL (1)- V SIMPSON SDWCISWO SCREW. EACH STUD TO BOTTOM PLATE PER I1/SDWC, (EACH SIDE OF PARTY WALL} 3 BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W/ (1) SIMPSON W SDWC SCREW (SDWC15000) 624' O.C. a V FROM ENDS a SPLICES. AT PERPENDIC UUU2 FLOOR CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOTt SCREW INTO BEAMRRUSS. STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24') SCREW 6 Sr O.C. MAX. MAINTAIN 6' FROM ENDS AND SPLICES PRE•ENG. FLOOR SYSTEM - /FLOOR BEARIND HGT. Y EREFER TO PLNAS_-- FIRE BLOCKING FA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP - PLATE. USING (1) SIMPSON SDWCI5600 SCREW 6 2r O.C. MAX a W FROM ENDS a SPLICES. SCREW TO 13E INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. &W PENETRATION TO RIM BOARD. (1)- V SIMPSON SDWCIS60D SCREW. EACH � STUD TO TOP PLATE PH211ADWC, (EACH SIDE OF PARTY WALL} MN. bA SYP 02 STUDS 616' O.C. W/ MID4fEOHT WALL BLOCGNO 12' GYPSUM WALLBOARD PER U373MW7, U33S1PW7 U13471PW4, OR V344VM EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (UAW x I-W LONG, 156 HEAD) COOLER NAILS OR W.6 TYPE W DRYWALL SCREWS (LAIN.1-iM' LONG} ALL FASTENERS SHALL BE INSTALLED 6 MAX P O.C. 6 ALL SUPPORTED EDGES a it O.C. N FIELD MIN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANICFIOR BOLTS DEFIED N DETAIL WF07AON NOTES a CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX a vvnm r OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTION CWACITES: -UPLIFT �270PLF - INPLANE SHEAR =250 PLF W� TYPICAL PARTY WALL SECTION 1211'V V-2 aW HALF PARTY WALL WIDTH 4L PARTY WALL FIRE RETARDANT I TREATED ROOF SWATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE lI3MG (1) SMPSON SDWC15M (0.152 x n SCREW 6 4M OC a S' FROM ENDS (EACH SIDE OF PARTY WALL) FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED - DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL. SEE WFO7/SO2 FOR SPLICE AND ATTACHMENT INFO - ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI SOW OIA52 x 8 SCREW (CH SIDE OF FIRE RATED WALL SYSTEM PER U373/PWI1. U&VPWrt. US470PW4. OR V9WPW5 INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2.4 SYP02 STUDS 61r O.C. W/MV- EIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC1545D (0.152 x4-IM SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x 4-1/r SDS SCREWS 6 IT O.C. AND 6' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN.4r DOUBLE TOP PLATE EACH SIDE OF PART/ WALL SEE WF07/SC2 FOR SPLICE a ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15M (0.152 x SC (EACH SIDE OF FARTYWALI) FIRE RATED WALL SYSTEM PER U373PW1, U33M Ar4 U347/PW4. ORV344PYB MIN. 2x4 SYP 02 STUDS 6 IT O.C. W/ MD- EgIR WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15450 (0.152 x 4-1/2') SCREW (FINCH SIDE OF PARTY WALL) SEE FOUNDATION RAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION ���yM3i(li. A.44 dP/ A. :.0004000' s � CD a s'r $s J � 1eF.t „'��"7�i1 Fill STfiUCT1RAL ERG: TH L � sTnucr: DP a Dc cNEac: cc 0 W .X6fJo_ STAR-111Cfi I SURE: AS INDICATED wDATE: Gfi21(23 SD6 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 elpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) SIMPSON HTT4 W/(1)SW - THREADED HOD, T MIN. EMBEDMENT W/ 8MPSOU SET W EPDXY OR EO ATTACH TO COLUMN Ws(18) 0.16r x24W WALLSHEATHINGSHNLLBE NAILS NSTALLEDASACONTINUOUS SHEET FROM DOOR OPENING TO 2x SEPARATION FRAME BULDINO CORNER W/ NAILING PE WALL TOP &BOTTOM WFIOe PLATES SHAM RUN CONTINUOUS PAST END OF SLAB ADJACENT FRAME WALL DOOR OPENING TO END OF BLAB INTERSECTING 2, FRAME WALL 8HKL ED SCREYYED M MIN (3) 21 SEPARATION PLY BUILT UP COLUMN WITHIN WALL FRAMING SEPARATION FRAME WALL W/ (2)1W 88P80M SD8 SCREWS INSTALLED C FROM TOP A BOTTOM. 1-1!r EDGE DISTANCE, FIE RATED WALL OTHERWISE SPACED 012' O.C. ASSEMBLY PER STAGGERED r MAX 11947PW ,tOUM.iMPWZ TIGHT TO ROOF SHEATHING. SECTION A -A 4•d'+HALF PARTY WALL WIDTH FIE RETARDANT TREATED ROOF SHEATHING UD PENETRATIONS) ROOF SHEATHM AND FASTENING PER W1ILNG BOBBLE Vr GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIE RATED WALL SYSTEM (P ASSEMBLY 8XIN V344 S USED). SEE DESIGN PANS. VC GYPSUM WALL BOARD MAY BE s1BSrtRf1ID W/ MIN. 31/2' THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 1 MUSS MOAICONTRACTOROMAY EA. END OF USE SIMPSON SDWC SCREV(IS 6. O.C. & 4' FROM ENDS PER2ASDWC ;F FSERTo FLAN-BST-�I FIRE BLOCKING AS REIIIO.UUIIREDD EACH WALL STUD OR EACH T UPBUI COLUMN STUD - FASTEiED TO DOUBLE TOP PLATE Wl (1) SIMPSON SDWC 15OW V SCREW MIDBLOCKING POINT BLOCNG BETWEEN STUDS U.N.O. ON FRAMING PLANS Irz GYPSM WALLBOARD WALL W/ 5d COOLER 1BOL.DOEWLL 14E@ oSROsOwON F a 1r O.C. IN FEUD (1} 6' SIMPSON SDWCIMW SCREW, EACH STUD TO BOTTOM PLATE PER 1,/SDWC, MIN. 2.4 SYP s2 BOTTOM PLATE ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131\--_ NAILS Q 40.C. MAX ATTACH BOTTOM PLATE 70 OOl1BLE TOP PL BELOW USING (.)SMP80N INTAIN 24(O-VOM SCREW ! 3r O.C. APO(. MAINTAIN e' FROM AND SPLICES FIRE BLOCKING AS REQUIRED SW FLOOR SHEATHING FASTEN PER PLAN PRE -ENO. FLOOR SYSTEM hR-EM TO PLAN HIGT. �EFREFERTO PLANS _- ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDINCISSW SCREW ! TO.O.C. MAX &6• FROM ENDS & SPLICE$. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-3W PENETRATION TO RIM BOARD. (* 8' SIMPSON SDMI50M SCREW. EACH STUD TO TOP DOUBLE TOP PLATEAT 3) o.i49• x 31N• TOE41A ATO E/1 ,TYP. / MDfONT BLOCKING BETWEEN STUDS U.N.O.ON J FRAMING PLANS Ifr GYPSUM WNLlOND WALLW/ sd COOL82 S.OBSY148•LON0.1 MVHEAD OR sSW DRYWALL BCREYV31-1H' LOAD 4.O.C.ON EDGE & I O.C. N FEUD 2X4 s2 SYP WALL W/STUDS A 10.O.C. SEE Bw2IN THE BEARING WOOD ALL SCHEDULE MEET S&1 FOR ADDITIONAL INFORMATION. MIL 2.4 SYP42 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL W ANCHOR NOTES a CONNECTOR LEGEND SHEET,, ANCHOR BOLTS MAY BE SPACED AT 36. O.C. MAX a WITHIN r OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE 4'-Cr +HALF PARTY WALL WIDTH FIRE RETARDANT rL PARTY WALL TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH SHEATHING TO FRAME WALL DOUBLE TOP PLATE WIRSRS-01 NAILS d SPACNO PER A A SHINGLE ROOF TABLE ON S1. PROVIDE SHIN MATCHING PITCH OF ROOF To FILL GAP BETWEEN TOP PLATE & SHEATHING F REQUIRED F WATERPROOFING, AND FLASHING BY MOT LMCo EACH WALL STUD OR EACH BUILT LP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SOWC 1560D6'SCREW DOUBLE TOP PLATE SEE WFW/SD2FOR SPLICE A ATTACHMENT INFO. FIE RATED WALL ASSEMBLY PER US73MM. L398PW2 6347PW4, OR V34wm INSTALLED TIGHT TO ROOF SHEATHING. CAW( WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURER'S INSTALLATION INSTRU CTIOB. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL N VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF10/SD4 CONTINUOUS WALL BLOCKING INSTALLED AT MAX 74Y O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER TO VERIFY INSTALLATION. TYP. UPPER 2s{ SYP 2 SIDS 1P' O.C. MAIL STUDS SW1ll BE INSTALLEDFROM MD WALL PLATE TO UNDERSIDE OF ROOF SHEATHING, CENTERED OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO BOTrOM PLATE W/ (1) SIMPSON SDWC 156006• SCREW A iA FASTER ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W/ +fp R•x41R' SDS SCREWS® Ir D.C. MAX W1 r EDGE MID WCCALLEAPIAMNTE (0_ -- � 1S 4J/4'Y LOWER 2x FRAME WALL DOUBLE TOP PLATE SWILL MATCH ELEVATION OF FLOOR SFATHING +/- 1813W. BUILDER SHALL FEUD VERIF/ RM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W/ (1) SIMPSON SDWC 158006•SCREW LOWER 2o4 SYPM2 6 1r O.C. MAX STUDS SHAM BE IISTAELED FROM FOUNDATION TO MID WALL PLATEG. T MATCH ELEVATION OF FLOOR SHEATHIFIE RATED WALL A83EMIBLr PER U3731Pw, EA38PW2 U347PW4 oRv344/PY/a INSTAELEDTIGHTTb ROOF SFEATHII�r3. CAWL Wm/ AN APPROVED PRODUCTTO 01 CREATE AIRTIGHT SEAL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOO OR Or1ERAPPROVED METHOD TO FILL NVOIDS EACH WALL STUD TO P.T. BOTTOM PLATE W/ (1 SIMPSON WA C154604/r SCRE W (EACH SIDE OF PARTYWALL) CONNECTION CAPACITIES: -UPLIFT -270 PLF - INPLANE SHEAR a 96 0 PLF FOUNDATION PER THE FOUNDATION PLAN W-V -HALF PARTY WALL WIDTH 4-23M+HALF PARTY WALL WIDTH r-r * HALF PARTY WALL WIDTH 4-2 Sµ•+HALF PARTY WALL WIDTH FIRE RETARDANT 4- PARTYWALL FIRE RETARDANT FIE RETARDANT IL PARTY WALL FIRE RETARDANT TREATED ROOF SHEATHING ' TREATED ROOF SHEATHING TREATED ROOF SHEATHING TREATED ROOF SHEATHING (UD PENETRATIONS) NO PENETRATIONS) (NOPENETRATIONS) I (NO PENETRATIONS) STUDDED COMMON TRUSSES Ur GYPSUM WALL BOARD EACH SIDE OF I I Ur GYPSUM WALL BOARD EACH SIDE OF I I PARTY WALL PER FIE RATED WALL ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FIE RATED WALL ATBACI7RUSS TO DOUBLE SYSTEM(IF ASSEMBLY BXUV.V344 IS SIMPSON SDWCINW(O.152x Or) SCREW g 48'OC SYSTEM UHF ASSEMBLY BXUV.VS44 B TOP PLATE USING (1) SIMPSON USED), NEE DESIGN PLANS. 11r GYPSUM a W FROM ENDS W. SIDE OF PARTY WALL) USED), SEE DESIGN PLANE. ,' GYPSUM EDWrc,sebo (6.162 x6')SCREW WALL BOARD MAY BE SUBSTTRrrEo wl WAIN BOARD MAY BE SUBSTITUTED W/ I 9 46. OC a 6' FROM ENDS MIN. 31lr THICK GLASS FIBER OR MIN. 312• THICK GLASS FIBER OR (EACH OF PARTY WALL) MINERAL WOOL INSULATION MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES WMPIEIIlr FLL TIE STUD GVTTES ISIDE DOUBLE TOP PLATE EACH I ` DOABLEPLATE TOP ATE EACH SIDE OF PARTY WALL SEE SIDE OF PARTY WALL SEE FIRE BLOCKING EACH SIDE OF WMIS02 FOR SPLICE A FIRE BL0001 FACIIsDE OF WIWISW FOR SPLICE& PARTY WALLAS REQURED ATTACHMENT INFO PARTY Wyk AS ��p ATTACHMENT INFO ATTACH EACH STUD TO 10GYPSUM WALLBOARD PER U37&PW1, U3►BIPMrt, ATTACH EACH STUDTO L1%- TOP PLATE //7 GYPSUM WALLBOARD PER U97&PW1. L733MPVY2, DOUBLE TOP PLATE USING (1) U347/PW4, OR V3449M EACH SIDE OF PARTY WALL ATTACH H AIMPSON SOWC15B00 (0.152 x 8•) UU71PW4, OR V344PM EACH SIDE OF PARTY WALL SIMPSON SDWC15800 (0.162: FASTENED USING MIN. 5d (O.OW x 1415 LO4G. 15OW FASTENED USING MIN. 5d (SAW x I-W LONG, 1S4I4' HEAD) COOLER NAILS OR N. 6TYPE W DRYWALL SCREW (EACH SIDE OF PARTY WALL) S-)SCREW (EACH SIDE OF SCREWS (MN. 11.1W LONG} ALL FASTENERS SMALL SCREWS �(MNED. 1-1H LONG} ALLFASTENERS SWILDRYWALLL PARTY WALL) BE INSTALLED a MAX 4' O.C.0 ALL SUPPORTED FIE RATED WALL SYSTEM PER UVWPWI, BE INSTALLED 0 MAX P O.C.! ALL SUPPORTED FIRE RATED WALL SYSTEM EDGES& 1r O.C. INVM FIELD U3WPM. U347P, OR V344PM EDGES a1r O.C. N FIELD PER U3731P 11347IPW4, ORR 2, V3NIPW34UPW5 MN. 2x4 SYP 02 STUDS Q 16' O.C. W/ M1D4E3GHr MIN 2.4 SYP82 BOTTOM PLATE. SCREW TO WALL BLOCKING EACH SIDE OF PARTY WALL MIL 2.4 3YPs2 BOTTOM PLATE SCREW TO MN 2M SYP 828TUDS 41r PARALLEL FLOOR TRUSS BELOW W/ (2)-11Cx 312' PARALLEL FLOOR TRUSS BELOW W/(2}19P x 34W O.C. W/ MID -HEIGHT WALL BOB SCREWS Q IC O.C. a 4- FROM ENDS & MN.Bt 2.4 SYP 82 BOTTOM PLATE. ATTACH TO SIDS SCREWS! 16. O.C. & 4• FROM ENDS & BLOCKING EACH SIDE OF SP�CE g, NOF RIM BOARD BELOW (USING3' 0.131' xSPLICES. (EACH SIDE OF PARTY WALL) PARTY WALL NAILS 04' O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP MUTE (1) r SIMPSON SDWC15e00 SCREW, EACH STUD (1)8' SI PSON SDWC15800 SCREW. EACH TO BOTTOM PLATE PER 11BDWC, (EACH SIDE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STU,) TO BOTTOM PLATE PER i1ISDYYC, BELOW (EACH SIDE OF PARTY WALL) W a Sr(1) BELOW (EACH SIDE OF PARTY WALL) USING (1) (EACH SIDE OF PARED WALL). MAX3W FLOM SHEATHING EACH ACH PSN sovN V FROM xDS A SCREW SPLICES O.C. of PAR'I1' WALL) SIMPSON SDWPZI24 (027 x 24) SCREW ® 3r O.C. MMAINTAIN B' FROM ENDS AND SPLKFR NAIL MAINTAIN C FROM ENDS AND SPLICES W WALL ATTTTAC PPER�NAIL� SIDE OFPARTY PER To AIAILING SCHEEWLAE� PRE -ENO. FLOOR �FlFl..S'YSTEO S�OR ¢FOR t�PEFER PIN48 Tom- ---- TO -- �RMUD15 REFEi TOTO PPL.M-RBA------�ERTOEPIANS INGH� FIE BLOCKING E0. SIDE OF ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. FIRE BLOCKING EA SIDE OF DOUBLE TOP PLATE EACH PARTY WALLAS REQUIRED USING (1) SIMPSON SDWC15800 SCREW Q 1C O.C. PARTY WALL AS REQUIRED SIDE OF PARTY WALL SEE MAX & P PROM ENDS & SPLICES. SCREW TO BE WF07/ED2 FOR SPLICE a INSTALLED INTO THE CENTER OF THE RIM BOARD. ATTACHMENT INFO SCREW To DOUBLE TOP PLATE TO PARALLEL FLOOR SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR MN 3�N' PENETRATION TO RIM BOARD. TRUSS W/ (2} 1/4 x 41/r 309 SCREWS Q 24' O.C. a TRUSS W/(2} 1N' z41? SIDS SCREWS ®24' O.C. a ATTACH EACH STUD M DOUBLE TOP PLATE USED C FROM ENDS & SPLICES. P FROM ENDS & SPLICES. (EACH SIDE OF PARTY (1) SIMPSON SDWC1SOM (0.15r x T) SCREW (EACH DOUBLE TOP PLATE EACH SIDE OF PARTY WALL WALL) SIDE OF PARTY WALL) SEE WF07/SD2 FOR SPLICE a ATTACHMENT INFO VT GYPSUM WALLBOARD PER USTWW1. U3381PW2 U34711110104. OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (0.068• x 14V LONG. 15184 HEAD) COOLER NABS OR No.6 TYPE W DRYWALL SCREWS (MBE. 1-111 LONG} ALL FASTENERS SHALL BE INSTALLED Q MAX 4' O.C. A ALL SUPPORTED EDGES a 12' D.C. N FIELD MN. 2 4 SYP 62 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A 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 RATE SPLICE CONNECTION CAPACmES: UPLIFT -210 PLF IN RARE SHEAR= 250 PLF TYPICAL PARTY WALL SECTION irl"I'v (1}e' SIMPSON SDMI5000 SCREW, EACH STUD TO TOP PLATE PER I IISDWC. (EACH SIDE OF PARTY WALL} FIRE RATED WALL SYSTEM PER U373IPWI. U33MNM U34TRW4. ORV3 PW5 MIN. 2.4 SYP 02 STUDS 01e' O.C. W/ M04WJGHr EACH WALL BLOCKING EASIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON S>WC15450 (0.152 x 44W) SINEW (EACH SIDE OF PARTY WALL) SEE NDLNOATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 1W GYPSUM WALLBOARD PER U373TW1, U33SIPW2. L13471PW4, OR V3441M EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.086• x 14W LONG, ISW HEAD) COOLER NAILS OR No.6 TYPE W DRYWALL SCREWS (MN. 1-11C LONG} ALL FASTENERS SMALL BE INSTALLED A MAX 4O.C. ® ALL SUPPORTED EDGES & it O.C. N FIELD MN. ZA SYP 82 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 O.C. MAX & WITHIN S' OF EACH END OF WALL a EACH BOTTOM PLATE SPLICE CONNECTON CAPACITIES: -UPLIFT =270 PtF • N PLANE NEAR= 2W PLF N3� TYPICAL PARTY WALL SECTION FIE RATED WALL SYSTEM PER U3791PW1, U3381PM U13/71PW4, OR V344WM MIN. 2x4 SYP •2 STUDS ®1r O.C. W/ MID+IEIOHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SOM15450 (0.162 x 4-IM SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION TYPICAL PARTY WALL SECTION (VE) I� NOT USED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WHIR & ASSOCIATES, LLC is strictly prohibited. v/ J y Wks W ag _j 44ti ZI 3i i Q �• can ZZ QS C ocQ$ Z $ ~ ej F<g3g ZO a0 LU W a M N V n D + en c a 31 h U) j u � J - O Q 2 �a3 - O W W 0IL sTRucr Dc Q a d1ECK: CC O w JOB No. STAR-171A6 I SOME: AS INDICATED w DATE: 0I2123 Q 0 SD7 NOT USED 1rr-1'4r PRE ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHING ATTACHED PER PLAN NAILING SCNEDULE 80 ARCHITECTURAL PLANS FOR REQUIRED LOCATIONS g 2x FASCIA PER PLAN. SEE � ELEVATIONS FOR MORE INFORMATION U w �'�\S{itlia Al42K `o4. FRAME OR CMU WALL SEE ARCHITECTURAL PLAN FOR MORE INFORMATION - I. HOUR FILE RATED SOFFIT PER GA FILE NO. RC 2802 TO EXTEND A MIN. '> ••S�EE��itO0 W-W EACH SIDE OF 2 HDUR FIRE RATED ASSEMBLY. INSTALL BASE LAYER SIB' TYPE GYPSUM WALLBOARD APPLIED AT RIGHT ANGLES TO WOOD P� TRUSSES 24"O.C. WITH IIAW TYPE W OR S DRYWALL SCREWS Ze O.C. w L7E P.. 0 FACE LAYER 51r TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE. TO TRUSSES WITH TYPE W ORB �L7 APPLIED AT RIGHT ANGLES I-7V DRYWALL SCREWS it O.C. AT JOINTS AND INTERMEDIATE TRUSSES MID ~ cur 1-11r TYPE G DRYWALL SCREW81r O.C. PLACED r BACK ON EITHER BD ° * ��. OF ENDIN JOTS. JOINTS OFFSET 24' FROM BASE LAYER JOINTS. WOOD �r U Z s s TRIISSE3SUPPORTING 1rCWOODSTRUCTURAL PANELS APPLIED AT : w i RIGHT ANGLES TO TRUSSES WITH 0.131'x2.1W NAILS. APPROPRIATE ROOF COVERING. FIE CAUX EDGES AND ENDS AS REWIRED TO `� PROVIDE AN MR TIGHT SEAL TYPICAL FIRE RATED SOFFIT 3/4+TO' o a®�� IL PARTY WALL o o F m o Q r CCHANNEL OR RUNNER INSTALLED PER p r 0 MANUFACTURER'S SPECIFICATIONS rc w o w � a O w V 0. Z w O 2. BEARING WALL PER PLAN SEE p i F EXTERIOR FRAME WALL a z ll SCHEDULE rc > INTERIOR FINISH PER BUILDER'S SPECIFICATIONS o i U) a w 0 FIE RATED WALL SYSTEM PER DESIGN RAN. INSTALLED TIGHT O TO ROOF SHEATHING. _ ao s ❑ 0. .�w a i Wt TWO HOUR FIRE WALL @ FRAME INTERSECTION a 3M=rd' �w J Q z IT �> JE T .0 N° Anq oa LU 0 �� Z p� J zj J w s Zc a7 � 3— r C CHANNEL OR RUNNER MIN. SW AIR SPACE " } 08 c $ INSTALLEDREERS FIRE RATED ROOF o w J SPECIFICATIONS SHEATHING PER PUN u ���// w W Z wa 1.w a W a Q TRUSS OVERHANG EACH "� W M BREAKAWAY CUP OR SIDE w ALUMINUM ANGLE INSTALLED PER MANUFACTURERSSPECIFICi WHERE EXTEND GYPSUM BOARDS REQUIRED U373IPWI, U3381WVY, PER FIRE RATE) WALL SYSTEM INTO SOFFIT AREA o a 0 - q C U3471PW4 ORV344RW5 Q Z SECTION A -A w A 10 + o. bo 0-3 z� aA N O p u ROOF SHEATHING I: 1' 1 z o Z) LU Im J . ASCHEDUTTACHED NAILING :1: . :I:I: �5uu 0 A .I:I' - JO = W Z FASCIA PER PLAN :I :I :I :I '� ~ d 3 .I:I' .I :I :I:I:I i - W z I: I < O ooa J U) • A GYPSUM BOARDS PER FIE RATED WALL O w sTRUDruRAl EIJG TH ATTACH CHANNEL FLANGE TO BOTTOM OF FASCIA W/ SYSTEM U37SIWY7, U33STWZ ISR1PW4 OR V3/411W5 MUST EXTEND INTO SOFFIT AREA .21 W. o DRAFTED' (3)1-1N' TYPE W SCREWe IF EXTERIOR WALL S FRAME m W INSTALL C CHARNEL OR RUNNER FROM BOTTOM OF PROVIDE SOLID BLOCKING 3 STRICT: OP OD cREac: FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REWIRED TO INSTALL C EXTENSION OF THE GYPSUM BOARDS. FASTEN r C CHANNEL TRACK o +Os w. STAR-171 6 CHANNEL OR RUNNER W/MIN 1-I W TYP W SCREW TO w FRAME OR 3H5'x2-1W TAPCONS TO MASONRY AS EXTERIOR WALL PER PLAN m i scAt£: AS INDIUTED SPECIFIED PER UL U=VW1, UMPWZ U347MM ¢ r DATE: a4rz1rn OR V3/4IPW5 w Wt TWO HOUR SEPARATION @ EAVES == S D8 o �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, wdtten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. • Authorities having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submilter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. • When field issues arise, it is recommended the first contact for assistance be the technical service stag 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 a.m. methods of construction. • Only products which bear IJUa 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 Nonb firing Wall Rating - 2 Hr (Area Separation Wall, Sea items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See hems 4, 4A and 4B) Nonbearing Wall Rating 2 Hr (Protected Wall, Sea hem 4B) Finish Rating - 120 Min. (See hem 4) Indicates such products shall bar the UL or CUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B wHceu "tjti.. � CONFIGURATION A END TO FIRE FROM AREA SEPARATION WALL SIDE ONLY AREA SEPARATIUN WALL: - (Nonteanng, Max Height -44 tit) 1. Fluor. Intermediate or Top Wall-2-3/16 in. wide channel shaped with 1 In, long legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs - Steel members formed from No. 25 MSG gaN steel having 'W' -shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and flange width 1-1/2 in. 3. Gypsum Board• - Two layers of 1 in. thick gypsum wallboard Iner panels, supplied in nom 24 in, widths. Vertical edges of panels friction fitted into "H' -shaped studs. GEORGIA-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED WALL: (Bearing or Nonbeanng Well, as indicated in hems 4, 4A and 48. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Woods Studs - For 2 Hr. Bearing or Nonbearng Wall Rating - Nom 2 by 4 in., max spacing 24 in. OC. Studs crosshraced at rrid4leight where necessary for clip attachment Min. 314 in. separation between wood framing and area separation well. Finish rating evaluated for wood studs only. 4A. Steal Studs - (As an attemste to hem 4, not shown) - For 2 Hr. Bearing Wall Rating -Corrosion protected steel studs, rain. No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG to.036 in. thick) gaN steel or No. 20 MSG (0,033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members b the American Iron and Steel Institute. AN design details enhance the structural into of wall assemb ncludin the Y 9 9 gn1Y N. 9 axial design bad of the surds, shall be specified by the steel stud designer and/or producer, and shall meet the requirements of all appleebb local code es. The max studspacing ape of wait assenbbes shall not exceed 24 in OC. Studs attached to floor and ceiling tracks with 12 n. a12 steel sp 9 fl long type 5-12 steel screws on both Sides of studs ar by welded or hotted connections designed in accurdance with the AISI specifications. Top and bottom backs 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 assemba.s with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud jarring at mid -height where necessary for No attachment Min 314 n. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 48. Steel Studs - (As as alternate to Items 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbearng Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, rain 3 12 in. wide, min 1-1/4 in. flanges and 1/4 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 shall be channel shaped, fabricated from nin 25 MSG ,orro—prote,ted steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in, OC ax. Studs Goss -Wooed with stud framing in nidheight where necessary far clip attachment Min 3/4 in. separation between steel framing and area separation wall. Finish mtng has not be evaluated for steel studs. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4 ft wide, applied either horizontally or vertically. Wallboard attached to wood studs (hem 4) with 1-114 in. long steel drywall nails spaced 12 in. OC. Wallboard atached to Vast studs (Item 4A or 4B) with 1 in. long Type S steel strews spaced 12 in. OC. Vertical joints located over studs. (Optonal) Joints covered with paper tape and joint compound. Nail or screw heads covered with joist compound. SA. Plywood Sheathing or OSB -(Not shown) -As an alternate W Item 5, Nominal 12 in. thick or greater plywood or OSB applied horizontally r venicaly towood or steel studs. Vertical joists located over studs. Horizontal joint shall be butted fight to form a closed joint Fastened to .Wtls 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 descrned in hem 6. 6. Attachment Clips -Aluminum angle, 0.062 in. thick min 2 inwide with min 2 in. and 2-12 in. legs. Gips secured with minimum one Type S crew 3/8 in. long to "H' studs and with minimum one Type W screw 1-1/4 in. long to wood framing or steel framing through holes provided in clip. Clips spaced a max of 10 it OC verttcaly between wood or steel framing and "M studs for separation welts up to 23 ft high. Far separation wags up to 44 ft high, dth clips spaced as described above for e upper 24 It and the remaining wait are below required dft clips spaced a max 5 OC vartcay between wood or steel framing and "W studs. 7. Batts and Blankets- - (Optional, now shown) - Placed in stud cavities, any glass fiber or mineral wool insulation, max 3.0 pcf density, bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Bads and Blankets (BKNV or MZ) Categories for names of Classified companies. • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1..meamnc. of. canpnya name or PrdlwA In mis data... does anti In itself aeswe tlmt I --so -ofik0 fwve even m.nWacarM urhdar ULw Fbbwap.erNce. -" erase products besroo the LL mark — be comMered to b Certified aM <overM uMer UL's I. —Up aervke. AIwn x boRfa the Mary. matte pmaucL k pennb she repod—ail of Vhe mtOMal cadaned In she can. ___ pkecbry soled lobe Idlarbq ca d to 1.11a Oboe kaamhr. ar. AssemMks, Cmmucrlare, Dealms, systems. mbar CeNfic.tlan tnl•sl must be mesemw a urek emrery ma m a rrawhYW Wrp m.rswr. wllba my m.nlphiatlan arms din. (er b.wlrh�i. ]. th 9aeemenr "nePdraM Iran me OrNlne CMMcetlms grectay Mm panwlsbntran UL" murt.plleer agacertlbtle enreaea mal<rUl. In addltlm, me reminded mandel mum Include a copyrl9M mtla In ne MlawlrNfarm.n'p a119 UL LLC �`�,yyfl::ie.4aa.Jt �MLS ON SHEE J BYUL�RWRI E �gF Q STRUCTURrIIE'4p rho i THIS DRAWINGONLV. i,/�° IF 1.0 p' �+ a s 1 � S f A F �W Ij c LLI U) Go Q Z J E J Q> > o Z=>� C<.-QS UldI � s3 ZW 0 F- W ce€ M. It, rn t ag 2 O 1 LUm° V so az - ra3 �- 0- IX W O Wn QC CHECK: lF O w JOB tb. STAR-17148 2 SCAIE- AS INDICATED w DATE: 062123 CONFIGURATION B EXPOSED TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. =1 PW1 �L Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot .Ways address every construction nuance encountered in the field. When field issues arise, R is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics conceming attemate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May Ga. 2018 Exposure to fire from separation Wall side only Norm earing Wall Rating -2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See Rem 4, 4A) Nonbearirg Wall Rating 2 Hr (Protected Wall, See Rem 48) 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 ri SECTION B-B IN o CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 0 0 0 XIMIK MOM _11 M o © A o CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) I. Floor, Intermediate or Top Wall - 2 In. wide channel shaped with 1 in. long legs formed from No. 25 MSG gait steel, secured with suitable fasteners spaced at 24 in OC. 2. Metal Studs - Steel it members formed from No. 25 MSG gasteel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in, and flange width 1-X8 in. 3. Gypsum Board' - Two layers of 1 in. Mick gypsum board liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" - shaped studs. CGC INC -Type SLX UNITED STATES GYPSUM CO -Type SLX USG BORAL DRYWALL SFZ LUC - Type SLX USG MEXICO S A DE C V -Type SLX PROTECTED WALL: (Bearing or Nonbeanng 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 ckp attachment. Min. 3/4 in. separation between wood framing and fire separation wall. 4A. Steel Studs - (As an attemate 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 3-12 in. wide min No. 20 GSG 0.036 in. thick N steel or No ( ) ( Igo .20 MSG (0.033 in. thick) primed steel, cold formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of wall assembly, including the axial design load of the studs, shall be specified by the steel stud designer ardlor 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 weided or bolted connections designed in accordance with the AISI specifications. Top and bottom tracts shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal thickness) steel or min No. 20 GSG III OW inthick) gait steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall. Finish rating has not been evaluated for steel studs. 46, Steel Studs - (As as attemate to hems 4 and 4A, for use in Configuration B only, not shown) - For 2 Hr. Nonbeari g Wall Rating - Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3 12 in. wide, min 1-114 in. flanges and 114 tn. retum, spaced a max of 24 in. OC. Studs to be cut 3/8 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 inlong 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 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. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips - Aluminum angle, 0.063 in. thick, 2 in, wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 318 in. long to "H" studs and with Type W screws 1-1/4 in. long 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 It OC vertically between wood framing and "H" studs. 68. Clip placement (Item 6) for separation walls up to 44 It high. Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and 'H" studs. 6C. Clip placement (Item 6) for separation walls up to 66 ft high. Space clips as described in Rem 6A for upper 24 ft. Space dips as described in Rem 6B for next 20 ft. below the upper 24 ft. Remaining wall area below requires clips space a max of 40 in. OC vertically between wood framing and'N'studs. 7. N—Bearing Wall Partitbn 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 instud 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 one non -bearing wall partition intersection per stud cavity. Non -beating 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 bamer. KNAUF INSULATION LLC -Type ECOSEAL Plus Indicates such products shall bear the UL or cUL Certification Mark for jurisdictbns employing the UL or cUL CertT tion (such as Canada), respectively. 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. �0t01, 1111 byllY .r�fr. 6tNTHQETI SIGNED AND G F HESTRUCTURAL PIIAWNG ONLYIII. S {� % O 7� LU g q� s 'tE ,,,,D •,�. • d ®V o 0 Iz_ • 2 Q6 • Wig" iJ ,z 1t. � � �,o �At.1'y� rzP t e`*. ° Ig2 y FI J 52 P Zj g�a p , co `� § 00 01 E 9 S S RUCT DP C Oc CHECK: CC e w JOB No. STAR-17146 r eGIE: A$ INDICATED Tie appeamnc<a • <emprlyz name a pro4,rct In dla anapaze odes riot In Rsen auwm dot pro4ucts m 14entplm Nave peen mamaoarretl,sa« UL1 _ dITE:,� CONFIGURATION B ­—Up—it. Dory mo.e w� +a pe«Irro d. d. m.rp anwa w conea«ea w p. c.mnea,m �w«.e rim« uL•s ralowy aervloe. ANnp Ioox ror de w EXPOSED TO FIRE FROM EITHER SIDE core on tm PrmucL o w UL Krmn+de ream,rmon n de nvrerW caNlnm Intl« Only« Cartleratlan dr.Yary swtea M de anaa,r,a <aaMane: ,. Tpe r YN p/«m.tMn, P W2 AvemNlea, Canadre,lprm.Oealy,e.syana,antra c«nncatlmaldezl min pe weterlte<In detremrery amaargrwNeleatlne mam«.wMu[arry ¢ Z m«tlalatlon Me Ma la 4rarArrpsl.2 de alalernerx'Reprl,ee4 tan de Oner,e cwewam dre,xay am, p«mlvanhan I,L' mutage« agaetlxa U,e N em.am mn«,.r.In a4aaa,, de '4—m.enn ram antra. coprrlgx „once m de nmoMrN amn: ro my u tu- . 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. �L Design No. U347 BXUV. U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation of the UL Certified Products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design wbmitter and have been investigated by UL for compliance with applicable requirements. The published infonnatian cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service stag provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to wnsut the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics wnceming attemate materials and alternate methods of construction Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings - ansi/ul 263 certified for united states design criteria and allowable vanances See general information for fire resistance mfings - can/ulo-sl01 certified for pnada design criteria and allowable vanances Design No. U347 March 05, 2018 Nonbearing Wall Rating -2 Hr (SEE ITEMS 5, 5A AND 5B) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 5 and SA) Nonbearing Wall Rating 2 Hr (Protected Wall, See Rem SA and 58) Finish Rating -120 Min. (See item 5) • Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 0ONFIGl1RADON 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 It - see Rem 6) 1. Steel Track — Floor, sidewall or top wall track. Nord 2 in. wide channel shaped with nor 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2. Steel Studs — "H" shaped studs formed from No. 25 MSG galy 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 nor 24 in. widths. Vertical edges of panels friction fit into'T" shaped studs. NATIONAL GYPSUM CO — Types FSW, FSW$, FSW-7, FSW-9 PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4, Air Space —Minimum 3/44n. airspace. 5. Wood Studs — For Bearing or Nonbeanng Wall Rating — Nom 2 by 4 in. max spacing 24 in. CC. Studs cross braced at mid -height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only, SA. Steel Studs — (As an alternate to item 5, not shown) — For 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) gaN steel or No. 20 MSG (0.033 in. thick) primed steel, old 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 IrstiMe. All design details an the structural integrity of the wall assembly, including the axial design load of the skids, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies shall not exceed 24 in. OC. Studs attached to floor and ceiling tracks with 12 in. brig Type S-12 steel screws on both sides of studs or by welded or boiled connections designed in accordance with the AISI specifications. Top and bottom tracks shall 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 framing at midheght where necessary for dip attachment. Min 314 in, separation between steel framing and area separation wall. Finish rafing has not been evaluated for Steel Stutls. 5B. Steel Studs — (As an alternate to items 5 and 5A, for use in configuration B only, not shown)— For Nonbearng Wall Rating — Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min 3-12 in, wide, min 1-114 in. Ranges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 3/8 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 mldheight where necessary for clip attachment. Min 3/4 in, separation between steel framing and area separation wall, Finish rating has rot been evaluated for Steel Studs. 6, Gypsum Board — Classified of Unclassified — Min 12 in. thick, 4 ft wide, applied horizontally or vertically. Wallboard attached to mod studs (item 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to steel studs (Item 5A or 5B) with 1 in. long Type S steel screws spaced 12 in. OC. Vertical joints located over studs. Horizontal joints shall be butted tight to form a closed joint. As an option, joints covered with paper tape and joint compound. As an option, screw heads covered with joint compound. 6A. Plywood Sheathing or OSB — (not shown) — As an alternate to Item 6, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel studs. Vertical joints located over studs. Horizontal joints shall be butted tight toform 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 clips shall be spaced as described in item 7. 6B. Batts and Blankets • — (not shown) — As an alternate to Items 6 and 6A, glass fiber or mineral wool insulation, min. 3-12 in. thick, paced to completely fill the wood or steel stud cavities. When Batts and Blankets are used in pace of item 6 and GA, the max height is 54 ft and the aluminum clips (Rem 7) shall be spaced a max of 5 ft OC vertically. Min 314 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 6B, 4 ft wide panels, applied vertically. Panels attached to wood studs (Item 4) with 1-5/8 in. long steel drywall spews spaced 16 in. OC. Vertical joints 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. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types OuietRock OR-500, OuietRo&QRr510, OuietRock OR-525 6D. Gypsum Board! — As an attemate to Item 6 - Min 5/8 in. thick, min. 6 in. wide batten strips, applied on both sides of Steel Studs (Item 2) and horizontal back to back Steel Track (Item 1), Min. 518 inthick min. 3 in. wide batten ships 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 Rem 7, 7A, 7B, or 7C. NATIONAL GYPSUM CO — Type FSW-3, FSW, FSWS, 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 318 in. long to "H" studs and with 1.1/4 in, long screws to wood framing or steel framing through holes provided in clip. 7A. Clip placement for separation walls up to 23 fl high: Space clips a max of 10 ft OC vertically between wood or steel framing and "H" studs. 78. Clip placement for separation walls up to 54 ft high: Space clips as described in Rem 6A for upper 24 ft Remaining wall area below requires clips spaced a max of 5 ft OC vertically between wood or steel framing aril "H'stud.. 7C. Clip placement for separation walls up to 66 ft high: Space clips as described in Rem 6A for upper 24 ft space dips as described in Rem 6B for middle 30 ft. Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel framing and'W'studs. 8. STC Rating — The STC Rating of the wall assembly is 61 when it is constructed as described by Rem 1 through 6, except A. Item 5, above —Wood Studs —Shall be spaced 16 in. w. S. Item 6, above —Gypsum Board —Min. weight 1.5 Pat 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 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 balls, 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 Wan is 23 ft. F. The STC rating applies to Configuration B only. G. Steel Studs (items SA, 5B), Plywood Sheathing or OSS (Item 5A and item 9) and Bats and Blankets (Items 6B) not evaluated as alteratives for obtaining STC rating. 8A. STC Rating — TheSTC Rating of the wall assembly is 69 when It is constructed as described by Items 1 through 6, except:A. Item 5, above — Wood Studs — Shall be spaced 16 in. OC. B. Item 6C, above —Wall and Partition Facings and Accessories* —Type OuietRock OR-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 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 23 It. F. The STC rating applies to Configuration B only G. Steel Studs (Items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (items 66) not evaluated as alternatives for obtaining STC rating. 8B. STC Rating — The STC rating of the wall assembly is 70 when it is constructed as described by items 1 through 7, except: A. Item 5, above -Wood Studs -Shall be spaced 16 in. OC_ B. Item 6C, above -Wall and Partition Facings and Accessories* -Type OuietRock OR525 panels shall be installed as described in item 5C. C. Item 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 faction 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 Wallis 23 ft. R The STC rating applies to Configuration B only. G. Steel Studs Items 5A 5B Plywood Sheathing or OSB Item 6A and Item 10 and Batts and Blankets Items 613 not l ). ing 9 ( 1 ( ) evaluated as alternatives for obtaining STC rating. 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 orverlically 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. CC. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. T1e appn.. a a..mn✓a games p Wct le Mls ENatlau EdenMMXua aagre mN w—rr wIag9mMhew—magalactlaaa vgaer W, FEa .vW aeMa. onlylMv goOgcL tlearag0 ae ta. mark algoum x rEgelEerM m Ee Cm1a1M and caavw uggaar UL's Eotloellp servke. Alywya look log tle Ill pmgaE Uge repEEucam atle ma WIN cvEaMaE In ae Ontlre—.a-Oke n, aUbj-to age foa N<aMtlae: 1. Tae Ggtlae IrNrgnallan. AesNntlNs, CanNrucaons, Deshms. ayNema, agWa cmuarnoEa tees) nwN M IxeterEM M 11ek emratyam In a nmEJNeaEap manger. wlumna am/ manlpgtlNbn NMe Eafa ter dmlgq.l. ]. age NNammt'eeglnlM mom tle anage CNtlautlans greRory wtm parMnbn tram UL' mart appear agaceN b tle amraaee mNmWl. In aEJtlan, tlge reprlMeE maleEN mutta iuseacopyEaat notlp In me ndloMgg farneF.'e a)19IILLLC DETAIL J m 2 W U) (n Q J >J 3 STRIICr: DP Q aC G1Ep(: CC O w JOB M. STAR-171i8 T1 a—: AS I140ICATED =o PW4 .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, LLG is strictly prohibited. Design No. V344 112022 ULLLC 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 Me installation of the UL Certified products, equipment, system, devices and materials. Authorities having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submifter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service stag 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 alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance ratings- ansVul 263 certified for united states design cited. and allowable vararces See general information for fire resistance ratings - cantu c-sl01 certified for canada design criteria and allowable variances Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Firewall, See hems 1, 2, and 3) Bearing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, See hems 4 and 5) Finish Rating - It 20 or 150 min, see hem 5, 5A and 5B) Indicates such products shall bear the UL or cUL Certification Mark For jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Exposed to Fire from Either Side Side A 1-12' Type G Drywall Laminating Screws Side B 1-1/Z' Type G Drywall Laminating Screws ts• is 9 1s- 9 y >r Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREINALL — (Max Height - 66 ft.) 1. Perimeter and intermediate Channels —2 in, wide channel shaped with nom 1 in. long legs, formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced 24 in. OC. 2, Steel Studs — Framing members formed from No. 25 gaN steel having "H" shaped flanged spaced 48" O.C.; overall depth 2 in and flange width 1-3M in. 3. Gypsum Board' — Four pieces of 12 in. thick gypsum boards, supplied in nom 48 in. widths, full lerg8ts. Vertical edges of panels friction fitted into "H" - shaped sods. AMERICAN GYPSUM CO — Type EKCEL PROTECTED WALL: (Bearing or Nonbearing Wall, as indicated in hems 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs — Bearing or Nonbearing Wall. Nom 2 by 4 in. max spacing 24 in. OC. Studs oriented with 2 in. face parrallel or perpendicular to gypsum board (Item No. 3), Studs cross -braced where necessary for clip attachment. Min 314 in. separation between wood framing and area separation firewall. 4A. Steel Sbds — (As an ahemate to gem 4, not shown) — For Bearing Wall - Corrosion protected steel studs, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gaN steel or No. 20 MSG (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 the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer ancifor 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 sings or by wekfed or boned 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 greaterthan 24 in. O.C. Studs cross -braced with stud. Min 314 in. separation between steel framing and area separation wall. 4B. Steel Studs — (As an aftemate to items 4 and 4A) - For Nonbearmg Wall - Channel shaped, fabricated from min. 25 MSG corosion-protected steel, min. 3-12 in wide. min 1-1/4 in. flanges and 114 in. return, spaced a max of 24 in. CC. Studs to be cut 318 in. to 314 in. less than assembly height. Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in- OC. max. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 3/4 in. separation between steel framing and area separation wall 4C. Framing Members' — Steel Studs — (As an alternate to ftem 4, 4A, and 4B) - For Nonbeang Wall. Proprietary channel shaped studs, 3-5/8 inwide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and ceiling with fasteners 24 in. OC max. Studs to be cut 3/4 in. less than the assembly height and installed with a 12 in. gap between the end of the stud and track at the bottom of the wall. Studs cross -braced with stud framing at mid -height where necessary for clip attachment. Min 314 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Vipe25 TM CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC — SmartStud25 TM IMPERIAL MANUFACTURING GROUP — Vipe25 ru MARIONAVARE, DIV OF WARE INDUSTRIES INC — Vipar25 TN STUDCO DUILDING SYSTEMS — CROCSTUD 5. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4It wide, applied either horizontally orvertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC or 1 in. keg 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 board weight is less than 1.31bs/112, Finish Rating is 120 min. When minimum board weight is 1.31bs/112 or greater, Finish Rating is 150 min. 5A. Plywood Sheathing w 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 forth a closed joint. fastened to studs with nails or sorevs 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 Rem 5 Finish Rating is 150 minutes. 5B. Batts and Blankets • — As an ahemate to Items 5. Glass fiber or mineral wool insulation, min. 3-12 in. thick placed to completely fill the wood or steel stud cavities. See Batts and Blankets (SKNV) category in the Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 314 in, separation between insulation and area separation wall. Finish Rating is 120 min. When used in addition to Rem 5 Finish Rating is 150 minutes. 5C. Loose Fill material' — (Optional) — To be used in addition to items 5, 5A or 5B. any loose fill material bearing the UL Classification Marking for Surface Burning Charactenstica, placed to completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation wall. 50 Fiber, Sprayed' — (Optional) — To be used in addition to Items 5, 5A ro 58. 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 ltYfl'. Alternate Application Method: the fiber is applied without water or adhesive at a nominal dry density of 3.51b/R3, in accordance with the application instructions supplied with the product. Min 3/4 in. separation between insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FRM, INS735, NS745 AND INS75OLD for use with wed ordry application. iNS515LD, INS541LD, INS510LD, INS765LO AND INS773LD are to be used fordry application only. 6. Aluminum Clips —Aluminum angle, min. 0.063 in. thick, min 2 in. wide with min 2 in. and 2-1/4 in. legs or min. 0,050 in. thick min. 2 in. wide with min 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 3/4 in. long panhead sharp screws to'H' studs and wood framing through holes provided in dip. 23 It Height Clip placement (Item 6) for separation firewalls up to 23 ft. high. Start at roof line and space dips a max of 10 ft Limitation OC vertically between wood or steel framing and'H'studs. 44 ft. Heght Clip placement (Item 6) for separation firewalls up to 44 ft. high. For the upper 24 ft of the wall system, space Limitation the dips 10 ft OC, and then 5 & 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 dips 5 ft. OC, and then 40 in. OC for the remainder of the wall. 7. Laminating Soraws — Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G laminating screws from both sides of wall in between the H studs. on both sides of the wall rows spaced 24 in. OC with a maximum dimension of 12 in. from the top and bottom C-channels of the assembly. On one side of the wall each row contains 2 screws located 12 in. from each face of the H-studs. On the other side of the wall each row contains 2 screws located 16 in, from each face of line Hstuds. 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 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side ofthe minimum 2 by 4 in. studs with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood surds 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 banter - Not evaluated as fire blocking) - A bead of sealant applied around the partition perimeter in the 314 in. air space between wood framing (Rem 4) and gypsum board panels (item 3) to create an air banter. DUPONT DE NEMOURS, INC. — Great Stuff Gaps & Cracks, Great Stuff Pro Gaps & Cracks, Great Stuff Pro Window 8 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 emptying the UL w cUL Certification (such as Canada), respectively. Last Updated on 2OM-02-04 rI»,PPcyMrKe a, aamwm" rMme «wadrat In wua muwae aua Iwt us Iaen,aa«a tna pmvaN>o Iu.mmea n.ve Wean m.nlr.amea tiger u•. ralowup s<rnce. candy tnox waeuct• aarlrp me u m,In •nwm t» wvM«ee ro u: umnea cad corm «over ua ralavup servlae. Alvaya ball ra nr M,rk onme pa0urt u t><rms• and rcpaa«san ante Icemnu caMalrcd m ma orsne cennanonaretm.y acgectm me faeowxq mnaluocu: t. 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Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC is strictly prohibited. ~ GABLE RAFTER TO TOP PLATE SHOWN CODES: SOVICY.IM IAPMOIIES ERM Rafter b Top Plat shown END (TRUSS TO TOP PLATE SIMILAR) Truss to Top Pbb ®miler TRUSS SCREW TO BE INSTALLED NSTALLATION INTO THE CENTER OF OOL THE GABLE END BOTTOM Optima122Yz° Optma122Y° CHORD 10' 0' 10° 0' 30' 30° Ny. ,TOM 1Q'MIN Raftbr or Truce !T4MET- Yr" mdistanforo. 3. DO NOT wlues (wish or Spit- may be m upper or Iowa, pleb SOWCi5tt00 J5'Ma[ ® INSTALLHATCSDWC withcu[a pleb splice) 1-AApIlrnW tabLNOanm bat IMAWA)4ffidL lrvnllr.aM AREA OheMTp rt ft ports SONCb-paps Sre tlsada SDV4C15600 SMP 2-wIr awr.alp b deft BDwC, •Am•tIa wwwhrd rlbneyllda SDWC15.0 SDWC15600 dlnlNb—imoo 'k*bAWmwgNd22.5•. The Irmi%"anarpb-"b I 1(r W (—dVA 14O1-t a taWYon.& b WNYM, Va n1m YIdaYOm r{ I- MIN Offset Y' trom by pbb splice for ful values pldsbd rarrlO myhYad. SDVVC15600 Nod 1.9opdmdMMb6�x�dopdrpbdld lldldYpelll 1212pMld SDNtiY 13/4'MAX SIg9-D"tNSDYMCraBMd heditb"wblulyoanlwM*Mthe ��1 dw6bbPPW.wNtlrllhssiealrRdtlwleNrsbYrWtlYdpaMood y 2 RdsMlodeM4trtaWmYOlydota No@RablaodeYl ZebrFlrYllorl r•1peM OVERHANG SMIGESDWC ROOF TOWALL ORBEAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION- NOTE SDWC MIN. EDGE DISTANCE FOR SDWC INSTALLATION INSTRUCTIONS s IN.STAILT'ION SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND , BEAM INSTALLATION RANGE TRUSS/RAFTER OFFSET FROM STUD TOP PLATE SPLICE FtOOFTOWALL) INCLUDING Al2:12PITCH AND MUST BE"BIRDSMOUTWCUT. � a 1 SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION � SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 2 OPT. SDWC MISTAWITION TRUSSIRAFTER OFFSET FROM STUD (2a 1 OPT. SDWC INSTALLATION RANGE / 3 1 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE � SDWC ISTALLATION INSTRUCTIONS (ROOF TO WALL) {t N.T.S. NJ S, N.T.S. 3"=1'-0" k I N.T.S. % i N.T.S. DOUBLE SDWC INSTALL: CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDWC15600 of sirgb/doubt bofbRl pleb over wood Soon B.— pleb (VJde face of sad) SubScar RIM joial / BIoddW 1%1 `SDWC15600atdouble top pbte (Wide face of still) Nola PAh—dAd 9trMarlondlpeM SD ACSRI}TOaOTr.PI ATEOCNIBCC:TIONOVE R WODDRDOR 1I \ SDWCMDM80 FIATECON&CUOOWOODROOR NOT USED N.T.S. e � Y Truce or rafter 3,, (2) SDWC15 000 TRUSS OR RAFTER owrharg Yy--1' )i"-i. MIN. 3-1? (2) SDWC 15600 OVERHANG 12"-1' 1/P-1' Bow aaews bbtalbd 3 5. DOUBLE SDWC INSTALL: CONFIGURATION B 1 DOUBLE SDWC INSTALL: CONFIGURATION B / ba 1 OPT' RAICMTALLATTR TER OFFSET FROM STUD N.T.S. N.T.S. MsTNVC (3)SDWCQM8W—d2SDWCpw"lo4 (MdtFod9trd) Nola 9 W bBabre Plde doAn. N drr Y W lorr Arir. SDWC EDGE DISTANCE AND SPACING INFORMATION SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. IbSUM& ipbomyc N d♦xapr Ili+ndo- IAC15M50asm YC15500 eslasomm rr -N."I.brra. CONFIGURATION B (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH XX SCREWS INSTALLED VERTICALLY 35' INTO THE CENTER OF THE TRUSS/RAFTER FROM THE UNDERSIDE OF TOP PLATE, Irr TO 1" FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 314" 3 UAL" t 3/4' 31/4• Olbdr. mintwsbpplds OpEma122Yz' spkeforUvda 30' 10' 0' i r oppr Ya•niiihir nad0a dd•ro Aorbl vduss A YrNIQ* MNnun Edp DY r-,-WSptsOidRspiar ft 1ps Rage 13 SDWC SCREW TO STUD - NARROW FACE 3'=1'-0' Ogime122Y' ta' m SONC19900 a91db Web Top PM. (1MdtFod&Id) Nob: S W bdaffi t9 pM. dour 91db.kVkbmAb brdbrn pbba war Mood So WAw.. SDWC STUD-TO-TOPIBOTTOM PLATES CONNECTION SDWC STUD-TO-TOP/BOTTOM PLATES CONNECTION N.T.S. Pressure treabd sdl Optimal 22Y' SOMIC154MIdER60aefe 1. RM[BedlE-0.0 (MMde F=ofSMI) NMs 9Loft sdprot "M rctdcMcbrcb*. SDWC STUD-TOSILL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION TES 1...SSTRONGORNE STRUCTURAL WOOD SCREWS FOR TRUSSIRAFTER. sTuD•TOPLATE, AND FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY •SI PSON STRONG -TIE COMPANY, IINW HOME OFFICE: 59M W. LAS POBTTAs BLVD, PLEASANTON. CA 9M TEL (9110) ISO"% FAX MM 647-1507. •SMPSON STRONG -TIE COMPANY, INC:- IS AN 190 9001 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUIIECTTO THE APPROVAL OF THE LOCH. BUILDING DEPARTMENT. L THESE PRODUCTII ARE PART OF THE OVERALL MILD UPLIFT FORCE RE913TNG SYSTEM OF THE STRUCTURE DESIGN OF THE BUII.DWS MAN WM FORCE RESISTING SY5T9A INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND. IS THE RESPONSBLRYOFTHE SPECFEt 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETALS FOR SPECIFIC CONDITIONS. L THE CONTRACTOR SHALL VERIFY ALL DI ENSON% CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANYSTRONGOM/E SCREWS FOR THE WAND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE SROLOHT TO THE ATTENTION OF THE SPECIFIER FOR O.RFICAT10N PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES W/ A MN. 3.11r OVENAIG CAN USE THESE SCREW& RAISED IEB/TKBEARING, ETC. LUST USE COMMON, METAL TRUSS CONNECTORS PERCONiECiEi SCHEDULE. S. INSTALLATION OFPROCKK7 SMALL BE DON_ N CONFORMANCE TO THESE DRAMINGL THE PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE RESPONSIBILITY OFTHE FRAWXaOEBULCONTRACTOR CONTACT FOR F INSTALLATION ROSIRUCIIONS ARE NOT FOLLOWED. 7. SItPSON SIRONG.TE COMPANY. INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS. DESIGNS. AND MODELS WITHOUT NOTICE OR UABL.ITY FOR SUCHCHIANOE3. L ALL W HARDARE SUCH OUT IS SMPSON STRONCTIE. 9. DOIBIE TOP PLATES SHALL BE FASTENED PER DETAIL WP(WSD2 I&CONIRACTOR MAY 119E SI PSON SDWCIWW SCREWS ONLY FOLLOMINO CONFIGURATION (A) OR (6) TM SHEET N LIEU OF SMPSON H10A OR SI PSON H25 FOR COMMON OR.NCKTRUSSES WHERE UPLIFT DOES NOT EXCEED (1195In) FOR DRSP OR (1045 b) FOR SPFAf. NT$, ,����attltY1oaaM,r..r T �d LU H H w w x U) 04 OR to owS3.9 N v n In + C Z N E O W m O U = Q Z - ra3 - 0�0 Kw0 U) • F3 STRUCTURAL E— TH N DMFrING: C7 S RUC i DP � a LIIECM: CC O w .pB No. STAR-11146 t SCALE. AS INDICATED W DATE: O6/21/23 n9a+ day �a W , i ee_ie 0 s em. s tt� N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC S S S S S S SDWC/F STRUCTURAL ASSEMBLY N.T.S. 1W b r z11r, 1.8 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. SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. NOTES I. STRONG -DRIVE STRUCTURAL WOOD SCREWS FOR TRUSS/RAFTER STUD -TO -PLATE, AND FLOOR TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE � COMPANY, INC.• HOME OFFICE 5956 W. LAS POSRAS BLVD., PLEASANTON, CA 94588 TEL (800) 9W6M, = FAX MS) 847-1597. -SIMPSON STRONG -TIE COMPANY, INC.' IS AN ISO 9001 REGISTERED COMPANY. o 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. � a CODES: SDWF.• ICC-ES ESR-3046 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE 4 a1° ndmvst 1TW TUW: ICC-ES ESR-2320 STRUCTURE. DESIGN OF THE BUILDINGS MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD aft PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY ? , T 6a �N••®•••t o OF THE SPECIFIER° • t® + ��e Wp°f 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.` 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY K. • • STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES AREco O o FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. INSTALLATION OF PRODUCT SHALL BE DONE IN N O) r CONFORMANCE TO THESE DRAWINGS. THE v' PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE SOLE w,; CS RESPONSIBILITY OF THE SPECIFIER a+ G7 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, ' Bloftg or AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. •• `ai Rim Joist 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG TIE. '�, • ®• �� SDWF model number per deYi6 'rI%- Limwwalloppbtaapikediown. End Otsfanoll Note: Sheds, floor joist, blocking and stud-lo plats corrections not shorn for danity. TYPICAL SDWF-TUW INSTALLATION N.T.S. NOW: Slux"Dplate connections are requied to cornpkete the load path and are not shown for daftly. k Studs, Post and blocking Iv per Designer Double SDWF Shawn (Single SDWF-TUW *near) SNF-TUWCONCENfRATED LOAD RESTRAINT AT CONTINUOUS WALL N.T.S. 2. Slide the TUW (provided) over the SDWF Screw head and center using locator tab as a reference. Onent locator tab so that it pants 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). --. I � 11 OFFSET FROM VERTrAL2UAX PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single Boit. Plate I Double Bott. Plate Min. Max. Min. Max. SOWF2716-TUW 8-1/2 10-1/2 6-7/8 9 SOWF2720-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 fisted based on the Y'i subdoor and 3" of thread perabatiort i110 double top plates. 2. See L-FSDWFALTHT letter for 11 Y; ,117/8", and 16" joist depths. SDWF ANGLE LIMIT INUNIA11ON & ALLOWABLE JST. DEPTH N.T.S. Note. Shed io plate oornections are requier complete the bad path f are not showrifor darity. Double SDWF shm (Stgle SDWF-TLW sl SDWF-TINY CONCENTRATED LOAD RESTRAINT AT CORNER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrivel N.T S. 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than S/32" and no less to s/3'. �2:' A!S� " SDWF-TUW U.S. PATENT 3J,"T 8,276,323 The Strong -Drive SDWF is sold as a kit that includes: (25) SDWF wood screws (25) TUW take-up washers (100) #9 x ZV Strong -Drive SO structural -connector screws s/s" hex driver bit V hex driver bit Screw depth guide to ensure proper SDWF engagement with TUW mf _J Cy F 1 N Jz w t- o � a• L>L ZJJ 45Z Voot V) WW OI STRUCTURAL E— - I STRUCT: DP Q a CRE cc 0 w .IOB No. STAR-1]1C6 T SCAIE: AS INDICTED W WTE: U5 Inn 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 C PANEL SPLICE W/ MAX GAP COLUMN AT PANEL SPACE LOCATIONS BETWEEN PANELS COLUMN PLIES NAILED / PER WFOSIS02 �- NAILING PER WALL SHEATHING WF10fSD4 AND NAILING PER PLAN VERTICAL PANEL SPLICE DETAIL ALONG WALI N.TS. ti Ow ei 4Y N WALL SHEATHING PER WF10/SD4 (2) ROWS 0.148x 3' NAILS 0 3- O.C. PANEL TO PANEL (1) ROWS 0.148'x 3' - NAILS @ 3" O.C. EACH FACED CORNER AS (2) ROWS 0.148'x 3' DRAWN. ALTERNATE NAILS a 3" O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL ALL SHEATH WALL SHEATHING PER WF10/SD4 (2) ROWS OA48"x T TOP PLATE NAILING IL TOP R SPLICE rL PANEL SPLICE W/ NAILS 0 3' O.C. SPLICE LOCATIONS MAX 118" GAP PANEL TO PANEL PER WF07/SD2 1'-0'MIN. BETWEEN PANELS DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE SIDE PANEL 48 AILS SPLICE WALL SHEATHING WALL SHEATHING PER W I C' WALL SHALL RUN CONT. LL SHEATHING PER WALL S FROM EACH WALL SHALL RUN CONT. WFI OISD4 FACE TO CORNER. (1) ROWS 0.148"x 3" FROM EACH WALL FACE TO CORNER. (2) ROWS 0,148"x 3' MAX. i/8" GAP NAILS ® 3' O.C. EACH BETWEEN SHEATHING FACE OF CORNER AS MAX. iB" GAP NAILS ® 3" O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL NOT USED VERTICAL PANEL SPLICE DETAILANEL SPLICE DETAIL n VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. n i MSTALLEL LaL,, PER WI`071 03 INSTALL FIELD .J INSTALLED TOP PLATE (2) 0.148" x 3' Q W O.C. PER VUF07I502 to 48' PAST SPLICE B" EACH WAY A PINITTALL A WAL$HAL RUNG LNG SHALL RUN CONT, FROM EACH WALL FACE TO CORNER. B MAX 1/6 GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WFO71 (V� TOP PLATE DETAIL AT CORNER N TS. SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF07/SD2 (2) 0.148'x T NAILS (2)0.148'X3'NAILS - FIR OMPLATE TOEACH FROM PLATE TO EACH STUD ® CORNER STUD @ CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOTE: SHEATHING NOTSHOWN NOTSHOWN SECTION B-B HEADER SUBSTITUTION SCHEDULE HEADER SPECD ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x6 (2)2x6 Y2 SYP H4z6 3.5'xS.S' AFP 1.6E SHORT SPAN HEADER HZ18 (2)218 Y2 SYP H4Ai 3 SNS.S' AFP 1.6E SHORT SPAN HEADER H2x10 (2)2x10 Y2 SYP H4x10 35".S.S'AFP I.6E SHORT SPAN HEADER HZ,12 (2)2x1202 SYP H4x10 35'.9SP.S'ANAFP 1.8E SHORT HEADER 1. WHERE SYP 62 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1, E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E = 16ODDOO Psi, FB = 1500 psi, FV = 175 Ps, FC-PERP = 650 pit. 3. AFP 1.6 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. 4, REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. TOP PLATE SPLICE / ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE "PRE -ASSEMBLED" IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWN ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. 2x WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER WP01 THIS SHEET) NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WALL PANEL W/ (2) 0.148"x 3' NAILS a 8- O.C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2. TOP PLATE PER PLAN (TYP) ATTACH ALL STUDS'- TOP AND BOTTOM Ve (3) 0.148" x 3-1/4' N, (TOE OR END NAIL W ���,�i,YYYY4Y4�444 & 4 , ��•®� ®fie® �p ra0 OrYi` f• u N Y! � s � � �a I r Z Hf O C � LL U) L1J o Q 5s y Q 1 �>� uJ a Q 0 J Ww z LU W wU) H go w Y. 10 C Ip LIP �_ 0 I] y J Q W 0 � mLLI J 0 _ Q Z w =ap - aLU aU1>0 0 N L:F • Ha z � sTRUCNRAL ENG: TN to DRAFTNG: 0 STRUR DP a cHEcx: cc 0 w JOB No. STAR-17146 i SCALE: AS INDICATED w DATE: 01Y2125 NOT USED o iWP1 Q �Q COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. n. la1 � arr a. STUDS G� OF LANOINOINGVVI h _ 0.162"x 312'NA FROM (2)2x12 SYI HEADER TO BUIL STUD COLUMN STANDARD (3)202 SYP#2 STRINGERS V SIUPSON A35 / A34 CUP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER SCHEDULE RED Q END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY, BUILT UP COLUMNS BELOW OR ALTERNATE HANG RIGHT OF THIS MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) OA- z 3' TOENAILS EACH END SEE TABLE FOR MAX. STANDARD (3) 2X72 STRINGERS M / SIMPSONA34 UPTO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WTH MIDDLE 202 STRINGER TO BE UTILIZED AS BLOCKING MIN. 218 SYP#2 JOISTS �0 @ LANDING ® 16-O.C. W/ SIMPSON A35 OR LL g LUS25 HANGER ON '0 EACH SIDE m� MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 0.162'x 312' NAILS Q 19" 'I WIDTH OF LANDING O.C. MAX. TO EACH STUD. (2) DETAIL 1/4' x 31/4' TAPCONS a 16" A A PLAN VIEW @ 90 DEGREE TURN LANDING WALL" FOR MASONRY MIN. (3) 2x SYP #2 STUDS SEE SCIFDULE FOR MAX WIDTH ING THOF LAND REO'D D END OF LANDING M MIN. (6) GAST x 312" SEE PLAN FOR DEPTH NAILS FROM (2)2x12 S HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)202 SYPN2 ATTACHMENT TO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: NU210.2MUC2/0.2 W/ (18) 0.16r z 31r1' NAIL TO LEDGERSUPPORT AND (10p 1d8' x 3' NAILS TO (2Y2112 SYPN2 HEADER MASONRY: HU210-2MUC210.2 W/ (18) 1/4N3.1/4' TAPCONS TO CMU AND (t0) 0.146• x 3' NAILS TO (2)2c12 SYP#2 HEADER STANDARD (3) 2X12 SYP N2 STRINGERS VY/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING l �- 3/4"PLYWOOD OR OSS SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 011 STAIR WINDER DETAIL MIN. N8 SYP#: LEDGER (P.T. ATTACHING T1 MASONRY WA - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 0.148' x 3' TOENAILS EACH END SIMPSON A35 - SEE PLAN FOR CONNECTIONS MASONRY WALL OR WOOD WALL MASONRY WAL FRAME WALL B. IN. 2z8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D IN END MIN. N8 SYP#2 JOISTS ATTACHING TO MASONRY WALL) CONT. T LANDING FOR STRINGERS TO @ LANDING @ 16'O.C. CONNECT TO. BEAM TO BEAR LEDGER w/ (3) 0.16r x 312' NAILS @ 16" O.C. W/ SIMPSON A35 OR DIRECTLY ON BUILT UP MAX. TO EACH STUD. ((2) LUS26 HANGER ON COLUMNS BELOW OR 1/4Y3.1/4-TAPCONS @ 16' O.C. ALTERNATE HANEACH SIDE GER MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL \ A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAXWOTH OF LANDING 3/4' O.S.B. M G131'1Q-1rr NAILS 03' O.C. TOP AND ASS @ EAST INGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER FRAMING PLAN TYR SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH / PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2X12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD. HU210-2MUC21O-2 M (18) 0.16r x 3-12• NAILS TO LEDGER/SUPPORT AND (10) 0.148' x 3' NAILS TO (2012 SYPN2 HEADER MASONRY: HU210.21HUC210-2 W/ (18) 1MN31/4' TAPCONS TO CMU AND (10) 0.148' x 3' NAILS TO (2)2x12 SYP#2 HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET IN 2z4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW M (2) 0.149" x 3-1/4• NAILS a 16O.C. (3) 0.162"x 3-1 W TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER 7 WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2z12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ORT NE IN MIDSPAN A A INFOSUPPRMATION. A34 ® EA STRINGER TO LANDING 1, JOIST (P.T. IF 2x ATTACHED TO ATTACHING TO MASONRY STRINGER 1 (2) 2x12 SYP#2 BEAM WALL) CONT LEDGER I II PER SCHEDULE@END (3)0.162".3-12'NAILS � I I I I OF LANDING FOR 16' O C. MAX. TO EACH 2.12 STRINGERS ONE I I I I STRINGERS TO STUD. ((2) 1/4'x31/4- ON EACH SIDE AND I I CONNECT TO. BEAM TAPCONS 16' O.C. ONE ® MID -SPAN I I I I TO BEAR DIRECTLY ON MAX. FOR MASONRY 1 I I I1 I BUILT UP COLUMN BELOW. WALL) A35 CONNECTION WOOD OR MASONRY WALL SEE PLAN FOR 2x8 P.T. SPF #2 (MIN.) LETAN MORE INFO FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 MIN. (6)1/4'13-1 W EVENLY COLUMN 2x JOIST PER SPACED TAPCONS @ MIN. SCHEDULE END DISTANCE OF 1-10 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3N'=1'4' BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 1 r4YOR LESS (2)2x12 2xS 9'4T NOTE: 1. STAIR ?READ AND RISER CONSTRUCTION SHALL FOLLCWTHE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2xl2 SY 2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHMT FOR MIN. SIZED__ IZE OF INSIDE SEAN NAIL(2)PLY BEAM TOGETHER USING (3) 0.146' x 31 NAILS AT e' O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 2.4 CONT. TOP PLATE TO 2z4 #2 SPF STUDS SEE ARCSTUDS W/(2)0.162x3.12"2x4 CONT. TOP PLATE24'OC. MAX. 4'-0TOENAILS (ATTACHTOPPLATETO2x4 #2 SPF STUDS ® 24' STUDS W/ (2) 016r x 3 rr2x6 O.C. W/ (2) 0.148'x 3-IM" TOE -NAILS VERTICAL 64P NOTCH SILL PLATE TOENAILS BOTTOM O.C. MIN. AND ®ANY FOR VERTICAL 2x4 SILL PLATE W (2)2x4 SILL ANDHANDRAIL M2 SPF STUDS 24'OPENING. WNOA48'x 3•NAILS CNOTCH FLOORINGVERTICAL O.C. EVERY OTHER KNEEWALL O.C. (NOTCHED (D 216PLYVxOOD 4FL- ALLOWVEICAL STUD TO BE ATTACHED 2x L-BRACE W/0.148'x LOCATIONSTO TO SLIDE DOWN TO NOTCH FLOOR3-1 TO (JOIST BELOW /4' NAILS ®4' O.C.FACE OF (JOIST SHEATHINGTO (OTHERWISEATTACH ACCOMMODATE 2x W/(2)Q148•x31/4•ATTACH 2X6 VERTICAL TOE -NAILS 0 BOTTOM) 2x6 VERTICAL ANDTO (JOIST W/ (3) Yxx 3' L-BRACE @ 8'47' O.C. BSDWOOD SCREWS 2x4 SILL PLATE 1N/ 12) SECTIONX-X IN ANY OPENINGEQUALLY 0i6rx312'TOE-NAILS 2x4 CONT. TOP PLATE I I SATTACH TOP PLATE TO (JOIST TO OUTSIDE .3' NAILS 4' O.C. TO STUDS W/(2)0.18rx312' FACE OF JOIST �� FLOOR SHEATHING TOE -NAILS 2z412 $PF STUDS @ 24' DOUBLE I JOIST PARALLEL TO FLOOR ATTACH 2x4 TO IJOIST O.C. W/(2) Q148x 31W Hr s. WI(2)Y-x3-SDS TOENAILS BOTTOM 3}• SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE ' SPACED & CENTERED FLOORING FOR STRAP - ATTACH TOP PLATE TO SEE ARCH PLAN IN (JOIST STUDS W/ (2) 0162"x312" MAX. 4'-0" ABOVE FLOOR TOE -NAILS W WIDE WEB 2x4#2SPFSILL PLATE x X STIFFENER@ 48'O.C. W/(2)0148'x3' NAILS 2x4#2 SPF STUDS@24- PERPENDICUTARTOFLOOR(SEA. BRACE)w/(2) 04-0.ATTACHTOPPLATE C. O.C. W/(2)0.148•x31/4' I 2z1 SILL PLATE W/(2) ROWS OF 0.148'x3' TOE -NAILS BOTTOM ( 0,148" x 3" NAILS @ 4" NAILS @ 3. O.C. NOTE: L O.C. (NOTCHED Q 2x6 STIFFNER TO BE AP (1 EN STRAP STRAP (1 EA SIDE OF SIDE O NOTCH SILL AND VERTICAL LOCATIONS). FLUSH w/OUTSIDE OF STUD) EVERY 48. O.C. PLYWOOD FLOORING BOTTOM CHORD TO ALLOW VERTICAL FLOOR BEAM COlDR10N IOF TO SL DEWOIVST TO FLOOR BEAM SEE FACE PLAN 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L-BRACE Q 6'-0' O.C. & TO (-JOIST W/ (3) Y' x 3' C ANY OPENING ST02 SECTION @ HANDRAIL W/ EQUAWLLLVOD SCREWS TI}' (JOIST SEE PLAN FLOOR BEAM CONN. SPACED CENTERED IN (JOIST TO OUTSIDE SCALE: WC- T-0. FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR C EN TER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD -� 2X6#2 SPF JOISTS @ 12' O.C. W/(3)0.16rx312' END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR SCALE:3W -1'd FLOOR SYSTEM PARTY WALL OR - ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. - LEDGER M (2)1/4- X 312- SDS SCREWS 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16' SHEATHING MRSRS-01 (0.131.4-W) RING SHANK NAILS Q 6' O.C. ON EDGE AND 12' O.C. INFIELD 2X6 #2 SPF CONT. - LEDGER M(2)1 W X 312' SDS SCREWS RIMBOARD 16. O.C. MAX INTO STUDS OR FLOOR 2X6 #2 SPF JOISTS @ it SYSTEM TYP. EACH O.C. W/ (3) 0.167 x 312 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.0' MIN. 7/16" SHEATHING W1 RSRS-01 (0.131'x2-W) RING SHANK NAILS @ 6- O.C.ON EDGE AND 12' O.C. IN FIELD ATTACH PLATFORM TO LEDGER M 1/4' X 3 lrZ SDS SCREWS O 1r O.C. ON ANGLE TYP. 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 PANELS (WHICH IS LONGER) TO BE INSTALLED LAST PLATFORM LAYOUT ANDWILLAID LOCKING EVERYTHING TOGETHER. MID SPAN BLOCKING W/(2) 0.148' z 3.7/a' TOE -NAILS 2X6 #2 SPF RIM 50ARD - (3) .162"x3-10NAILS I INTO JOISTS ®I ��IIIIIIs�' _I I MIN 7116'FLOOR -PLATFORM DETAIL SHEATHING PARTY WALL OR ELEVATOR WALL SEE PLAN ATTACH PLATFORM TO LEDGER W/ 1W X 3-12" SOS SCREWS IN 12'CC. ON ANGLE TYP. MIN 7/16' FLUOR J PLATFORM DETAIL SHEATHING MID SPAN BLOCKING W/ 12) 0.148'x3-1W TOE -NAILS 2X6 #2 SPF RIM BOARD W/ (3) 0,162"x 3 Ifr NAILS INTO JOISTS 2X6 #2 SPF ® 12' O.D 2X6 #2 SPF ® 12' O.C. 0 O A30 pLBTRUCTURALENG: TH I STRUCT DP DC CHECK: CC O 1U JOB- STAR-17146 i SW.E: AS INDICATED w DATE: maim ST1 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.