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HomeMy WebLinkAbout6145-6175 Pina Colada Stn CAiIkda. v INDEX GENERAL NOTES: LOT 64 - PULSAR 'OR' DETAIL SHEETS FLo.1.11 SLAB PLAN'O' FL 1.12 FLOOR PLAN 'O' FL 1.12.1 FLOOR PLAN OPTIONS FL 4.12 SECTIONS FL 5.12 ELEVATIONS 10' FL 5'13.11 ROOF PLAN'0' FL 6.12 UTIUTY PLANS'O' LOT 65 - PULSAR 'KR' FL 1.8 FLOOR PLANK' FL 1.8.1 FLOOR PLAN OPTIONS FL 4.8 SECTIONS FL 5.8 ELEVATIONS'K' FL 5.13.7 ROOF PLAN FL 6.8 UTILITY PLANS W LOT 66 - PULSAR V FL 0.1.9 SLAB PLAN'M' FL 1.10 FLOOR PLAN'M' FL 1.10'1 FLOOR PLAN OPTIONS FL 4.10 SECTIONS FL5.10 ELEVATIONS'M' FL5.13.9 ROOF PLAN'M' FL 6.10 UTILITY PLANS'M' LOT 67 - PULSAR 'AR' FL 0.1 SLAB PLANN FL 1.1 FLOOR PLAN W FL 1.1.1 FLOOR PLAN OPTIONS FL 4.1 SECTIONS FL 5.1 ELEVATIONS'A' FL 5.13 ROOF PLAN'A' FL 6.1 UTIUTY PLANS'A' LOT 68 - PULSAR W FL 0.1.7 SLAB PLANK' FL 1.8 FLOOR PLANK' FL 1.8.1 FLOOR PLAN OPTIONS FL 4.8 SECTIONS FL 5.8 ELEVATIONS'K' FL5.13.7 ROOF PLANK' FL 6.8 UTILITY PLANS W LOT 69 - 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 5.13.8 ROOF PLAN'L' FL 6.9 UTILIN PLANS'L' LOT 70 - PULSAR 'B' FL 0.1.1 SLAB PLAN'B' FL 1.2 FLOOR PLAN'B' FL 1.2.1 FLOOR PLAN OPTIONS FL 4,2 SECTIONS FL 5.2 ELEVA TIONS 'B' FL 5.13.1 ROOF PLAN'B' FL 6.2 UTIUTY PLANS'B' LOT 71 - PULSAR 'N' FLO'1.10 SLAB PLAN'N' FL 1.11 FLOOR PLAN'N' FL 1.11.1 FLOOR PLAN OPTIONS FL4.11 SECTIONS 1`1_5.11 ELEVATIONS'N' FL 5' 3.70 ROOF PLAN'N' FL 6.11 UTIUTY PLANS'N' 8-PLEX BUILDING - A D-1 DETAILS D-2 DETAILS D-3 DETAILS D-4 DETAILS D-5 DETAILS 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 AN LOCAL CODE REGULATIONS, N I I D S, AND FHA/VA MPS. 3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED. 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING LOAD. CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SITE REQUIREMENTS. 6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE AS PER CODE. 7. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL BUILDING CODES WHERE APPLICABLE. 8. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS OCCURRING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, ETC. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES TO INSURE A QUALITY AND SAFE STRUCTURE. 10. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. -7TH EDITION (2020) RESIDENTIAL AND STM C 1063. ALL LATH AND RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 1 1/2 INCH 11 GAUGE NAILS HAVING A 7/16 INCH HEAD, OR 7/81NCH 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 HE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. STUCCO APPLICATION AND CURING PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL OR IN ACCORDANCE WITH ASTM C 926. 11. CHAPTER AND SECTIONS REFER TO F.B.C.R. - 7TH EDITION (2020). NOTE: ANY DIMENSION AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS". ALL DIMENSIONS ARE TO ROUGH FRAMING UNLESS OTHERWISE NOTED. 12. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A. 70, N.E.C. 2017, F.B.C.R. - 7TH EDITION (2020), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 13. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM CLEAR OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 14. ASPHALT SHINGLES (IF APPLICABLE): WIND RESISTANCE OF ASPHALT SHINGLES - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2.6.1. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6757 IS REQUIRED IN ACCORDANCE WITH SECTION R905.11. 15. TERMITE TREATMENT WILL BE DONE USING SENTRICON TERMITE BAITING STATIONS AND AND SHALL BE IN ACCORDANCE WITH FBC(R), SECTION R318 AND ALL RELATED SUB SECTIONS. 16. UTILITY EASEMENT: USE OF THE SUBDIVISION FOR UTILITIES, INCLUDING BUT NOT LIMITED TO UTILITY EASEMENTS AS SHOWN ON PLAT, SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THIS DECLARATION. THE DECLARANT AND ITS AFFILIATES AND ITS AND THEIR DESIGNEES SHALL HAVE A PERPETUAL EASEMENT OVER. UPON AND UNDER THE LOTS (INCLUDING BUT NOT LIMITED TO THE UNITS) AND THE COMMON AREAS (EXCLUDING THE CONSERVATION AREAS) FOR THE INSTALLATION, OPERATION AND MAINTENANCE OF UTILITY IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ELECTRIC LINES, WATER AND SEWER PIPES, TELEPHONE LINES, COMMUNITY AND / OR CABLE TELEVISION AND SECURITY AND OTHER COMMUNICATION LINES, EQUIPMENT AND MATERIALS AND OTHER SIMILAR TELEVISION, RADIO AND SECURITY CABLES AND ALL FUTURE TECHNOLOGICAL ADVANCES NOT NOW KNOWN), FOR SERVICE TO THE LOTS AND OTHER PORTIONS OF THE SUBDIVISION, PROVIDED THAT NO OWNER'S NORMAL RESIDENTIAL USE OF SUCH OWNER'S UNIT SHALL BE INTERFERED WITH IN ANY UNREASONABLE MANNER. 17. EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 107.2.4 OF THE F.B.C. BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. 18. STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (7.11.4.1 THRU 7.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAN 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. 19. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTIONS, AND AROUND ROOF OPENINGS. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SH ALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R703.8. 20. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 21. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED SERVICED REPAIRED OR REPLACED A LEVEL A 0.1.1 A 0.1.2 SLAB PERIMETER PLAN 8-PLEX G SPACE AT LEAST 30 INCHES 762 MM SLAB PERIMETER PLAN 8-PLEX ( )DEEP AND 30 INCHES (762 MM) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. A 1.1 FIRST FLOO i�I WITH PREVA100 THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED A MIN. #26 A 1' '1 H� L CGMPLY FIR�$dhpDL��LO GAUGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. A 2.1 A2.1.1 SE 6 P EE�,CJ'CID:�1UiS_I<11;�{G CHID FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 MM) ABOVE THE FINISHED GRADE AND SHALL ALSO t+ CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A 5.1.1 ELE����T//p�� Op�q ( CODE, ELECTRIC AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING A 5, .2 ELEVM/I6A19bF�L" 911-LS COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE A 5.1.3 A 5.1.4 ELE of 2-PPI-�'i 1 _ ELE IT� YI APPLICABLE PROVISIONS OF SECTIONS M1411.3. A 5.1.5 A 5.1.6 ROO R MCE_ THIS PROJECT MUST COMPLY WITH: 2020 FLORIDA BUILDING CODE RESIDENTIAL, 7T 'EDITION, FLORIDA FIRE 1 ( PREVENTION CODE 7TH EDITION (THIS INCLUDES'TRTMM�A'SPECIFIC EDITION OF 2018 NFPA 1 UNIFORM FIRE CODE, R V R i` v A TE, 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 I 0-�- 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 + A 66 a ; n 1 (- AND VENTILATING SYSTEMS, 2020 FLORIDA BUILDING CODE ENERGY CONSERVATION, 7TH EDITION. 2020 FLORIDA ���#R I t._.."� �' -�(" ! `"" BUILDING CODE MECHANICAL, 7TH EDITION. 2020 FLORIDA BUIDLING CODE PLUMBING, 7TH EDITION. 2020 FLORIDA BUILDING CODE FUEL GAS, 7TH EDITION. OCCUPANCY: RESIDENTIAL - R3 L_ =�• 'Go us O 4a t,''0��1*1111� as TYSON 8-PLEX A LOTS 64-71 PLAN 1386 PULSAR SF TOTAL BUILDING SF NAME T AREA NAME AREA FIRST FLOOR 1 588 SF FIRST FLOOR 14858 SF SECOND FLOOR 798 SF SECOND FLOOR 6525 SF HEATED 1386 SF HEATED 11393 SF GARAGE 1226 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 a (1jf �N z° J Q> LL cIS HZ E DATE: 0fL2022 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 LAST SAVED BY: Q TLU H LU W y J Cj) ¢ a� o ob 0 V SHEET NO: T-1 GENERAL FOUNDATION NOTES: I -THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1/e• PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 73/4' MAX AT INSWING DOORS. - TYP STOOP AT INSWIN&SUDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 UNE OF SLAB ABOVE F2 LINE OF FRAMED WALL ABOVE t LOT 64 310'-0" 9'-4 1/2" PATIO SLAB LL o1� 4„ MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CoNCRETE. c 11'-10 1/2' m < ARAGE SLAB 112 REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS C _ �l 4 6" CURB AT EXTERIOR 6" GARAGE WALLS, SEE STRUCTURAL - - m F1 — FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS 6•�• 11' 6'-0' ,•-2" PORCH SLAB 1'-7 1/2" 11'-7" 1'-714 8'-1" REINFORCE PER LOCAL 1"" CODE AND ENGINEER'S SPECIFICATIONS 7 1/2" SLAB PLAN 'O' 1/4" = 1'-0' AT 22"X34' LAYOUT ire" = 1'-0' AT 11" X 17" LAYOUT CD Z I O � Q � Of u•' of , i � x �Q •Z * QH m 4&L z ISSUE DATE: 10.27.2023 FOR REVIEW ���H 111 f i ti 1 t 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. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 0.1.11 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN ^T� 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 13 PROTECTED WITH ONE II) LAYER 12" GYPSUM BOARD. GARAGEIHOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED ACCESSIBLEAREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 2512"X54" SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 1NB-SHOWERCOMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS ,SECOND FLOOR PLAN ELEV 'O' U 1/4' = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT 1111911 11-*A 1� SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT c cm _ v t �, c. o % u� 0` ZQ lr��,,''h• Q�O.. �`,` fill, 'ISSUEOD3TE: FOR REVIEW REVISIONS: 1 L 4.1 2 VERIFY 312" 10'-0" 9'-412" LOCATION IN FIELD PATIO ac 4'-712" 8'-101/2" 6068I.G.D. 3050 SH 3050 SEE COMPOSITE DRAWINGS FOR SEE OPT. ATRIUM DOOR LOCATION OF ADJACENT UNIT ON SHEET 1 / FL 1.12.1 � I FAMILY RM 9'-1"CLG I I I 'E 12° 9'-91/2" T-912' 3'-6 12" a - a dW 2868 HANDICAP ACCESS KITCHEN 16 _ 0 _0 REF w LINE OF DRY CLIPPED CLG. 3 = _= WALL HT. I UP -- GARAGE O ENTRY 9'-1"CLG I I I SOFFIT, SEE EXTERIOR ELEV 9 I 20 SH 2'-112" 3'-6" 2'-51/2" PORCH 8070 SECTIONAL -912 8'-0" I'-9 12 11" 6'-0' 1'-2" SEE COMPOSITE 17_7" B_1• DRAWINGS FOR LOCATION OF 19'E" ADJACENT UNIT FIRST FLOOR PLAN ELEWO' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT These drawings are the property of Starlight Homes and are not to be utilized for construction, or Copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: 3^ ¢2 3Q LLo � oo LL U r Q O Z W a J W a 0 ao 0 SHEET NO: FL 1.12 Uj S 11111 a_ v- � N WALL LEGEND i~�```,v'• * ' phi /lt3,y -�- '~ �� •• FULL HEIGHT FULL HEIGHT : 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION .� • J f O Q ~ DRYWALL OPENING HEIGHT STONE VENEER AS NOTED ON PLAN ��i : W '. Z�' ' R BRICK •�� ISSUE DATE: to.REVIEW27.2023 FOR STUD WALL BELOW • HEIGHT AND STUD SIZE AS NOTED •�••• ♦ ����',,,, " ��� / I N 11111 REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized LOT 64 in partstrinwh le copied in part or in whole without permission from the builder. © 2023 Staright Homes LAST REVISION LAST SAVED BY: 912" 10'-0" PATIO 4'-712" V-6" 5 JW P A 5� o' c�a OPT. ATRIUM DOOR .5 r, u E 1/4' = V-0" AT 22"X' 4" LAYOUT 1/8' = 1'-0" AT 11' X 17" LAYOUT N Z T Q ~ a LU z a a � O O J U— SHEET NO: FL 1.12.1 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. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5/S" 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. 12" GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS URGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 3o"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 74 TUB -SHOWER COMBO 76 SLIDE -IN ELECTRICAL RANGE W/HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS 2ND FLOOR PL. HT.� 2ND FL WDW. Hi. _ 2ND FLOOR FIN. FUR. 1ST FLOOR PL.HT. 1ST FL WDW. HT. 1STFLOOR FIN. FLR__-- LOT 64 BUILDING SECTION 'O' 1/, = 1'-0" AT 22"X36" LAYOUT 1/8" = 1'-0" AT 11"X 17" LAYOUT Ili w (Cli o :tom 2 +C" w 'r •�- W 0 _r CDli < vi�� Z L•• r ~ • �'I''',,••• ,````�� 'ISSUEOD3TE: �ff1111111\�� 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 LAST SAVED BY: Q Tr J) Wto 0 J Cl) v a F- W ob O N SHEET NO: FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6"SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED F9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16- O.C. (VINYL BOARD AND BATTEN SIDING) E16 1 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED IM1110I.-IM �ALLWINDOWS 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) RESIDEMIAL. 2ND FLOOR PL HT. _ 2ND FL. WDW. HT. _ 2ND FLOOR FIN. FLR. _ 1ST FLOOR PL. HT. _ 1ST FL WDW. HT. _ 1ST FLOOR FIN. FLR. IN In 2ND FLOOR PL. HT._ 2ND FL. WOW. HT. _ 1 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT._ 1ST FL WOW. HT. _ _. 1ST FLOOR FIN. FLR. LOT 64 FRONT ELEVATION 'O' 1/4" = 1'-0' AT 22"X34" LAYOUT 1/6' = 1'-0" AT 11" X 17' LAYOUT 2ND FLOOR PL. HT 2ND FL W1. HT._ 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT_ 1ST FL VvPW HT. _ 1 ST FLOOR FIN. FLR. -"' "-"- REAR ELEVATION 'O' 2 1/4" = 1'-d' AT 22"X344 LAYOUT 1/6" = 1'-0" AT 11" X 17" LAYOUT These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: a � 5^ o � U � a Z o UOLL r Q 0 W 0 a O W i W SHEET NO: FL 5.12 `7 ROOF VENT CALL. ELEV. 'O' Name" 1/300 RATIO AT HIGH & LOW 1/150 RATIO AT HIGH & LOW AREA 1 846 SE 202.96 ins 405.92 iN 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 11150 RATIO LISTED, THE NET NET FREE VENTILATION OF THE VENT FREE CROSS -VENTILATION AREA MAY BE REDUCED TO 1/300 PRODUCT SELECTED BY OWNER. VERIFY WITH WHEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING I -PERM INSTALLED ON THE WARM -IN - BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEIUNG. 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. s +Q �Z O •W Q• d• =.. • O LOT 64 '; '•.•, vs�c•�C �yyt L 4.1 r, ROOF PLAN 'O' U 1/4' = 1'-0' AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11- X 17"LAYOUT w a w N cs N J i CD Z. o Q li— ISSUE DATE: 10.27.2023 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 LAST SAVED BY: a� 5^ o � a ti a w o o T Q 0 X z W a J J � a aH o cc, O =0 SHEET NO: FL 5.13.11 x CD w J i � x Q U Z w y LOT 64 ° PATIO acCOND. o ac ISSUE DATE: He i 8 10.27.2023 FOR EVIEW WP/GFI \ 3 � w J WIC ! z LL 8' 1"CLG ® I .\ REVISIONS: � FAMILY RM 1 i OWNER'S 9,-.,CLG. 1! BED! BED j I ry 8'-1" CLG. ] /. TV AS \ - / RAN H EQUIRED PER ' These drawings are the o q i O7• A, �'STATEAND w g•/1 ^ LCOO�EL BUILDING a a i 0 1( property of Starlight LL 3 w - DISHWASHER FI \ s 11V Homes and are not to be for ° i o KITCHEN utilized construction, or y _ 1 220DISPOSAL J e ° _ " ® -„ w PDR o �a a copied in part or in whole m out permission from without the builder. ©2023 a u VP"�I GFI r_ `... t MICROWAVE I GFI \ B ~� %/ w I.� -- / - u Stadlghi I'IOmBS HVAC SERVICE � I PANEL —LL a LL = 7 ®I B'2 / 1 — REC. PUMP, E �i-"TO LIGHT/ STANDARD ELECTRICAL BOX HEIGHTS g-T'• I / i °" IF REQ. { neove LAST REVISION TO LIGHT/ \ ,• .: I soA ELEC. SWITCH I WATER HEATER - SERVICE PANEL BELOW j WIC KEYLESS _ SIZE AND LocnnoN LAST SAVED BY: IGHT IN - +,, j( r GARAGE I .- PER BUILDERS (� wAu cnBN TTIC NS AND LSPECIOCALICCODES / ELECTRIC METER TELEPHONE/ / KEYLESS / / TELEVISION BED 3--� jj �• ENTRY SERVICE BOX /EIUNG\ DOOR �\ `E.... ......, 0 1 y \ BED L ! // OPENER -� CLG, WP/GFI 01 o -H^ H vANrry z BASE GANNET m &NET / \ b N ORCH X a m W --._.---16 N a a SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) J OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'O' r, FIRST FLOOR PLAN 'O' J j `-% 1/4" = 1AT 22"X34" LAYOUT = V-0" AT 11"X 17" LAYOUT 1/4" = 1'-0" AT 22"X34' LAYOUT = 1'-0' AT 11" X 17" LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPI—OUTLET © CHIMES - PROVIDE AND INSTALL FAULT AS REQUIRED BY NATIONAL ELECTRICAL ¢ cElurvG MouNTEo IrvcANoscErvT \�O ceILmG FAN ARC CIRCUIT -INTERRUPTERS (AFCI) �D WEATHERPROOF GFI DUPLEX OUTLET LIGHT FUTURE PUSH.UTTIX4 SWRCH O ,` IPROVIDE ADEQUATE SUPPORT) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. PP WP v - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. 0 - GU—ULT CNCuIT-NTERRUPTER ITov sMOla: DETECTGR DUPLE%OUTLET MOUNTED INCANDESCENT ® HARDWIRED AND—R. LIGHT FIXTURE CONNECTEDW/.ATTERY CEILING FA NWITHINCANDESCENT - FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' BACK-UP "h� L_ FgU E - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE HALF -SWITCHED DUPLE% OUTLET RECEss.D INCANDESCENT LIGHT FIRE Ooz DETECTOR /Y\ (PROVIDE noEGunTE SUPPORT) LED FIXTURE V V A EVN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. OR PUNTED ® HARDWIRED AND INrER- }20" m VOLT OUTLET - uP w,.ATTERv - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q AN E%TERIOR) r—® GAS SUP— WITH VALVE (NFPA) (VENTTD MOSTAT O REINFORCE-UNCTIONBOX OT THER - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ —CH E%HAusT FAN EHT con> -TION ® TELEPHONE — N HOSE BIB. L - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. i NENT TO EXTERIOR) ® TELE m- - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. i I THREE-wAY-01A �cv v4 WATER srus ouT - 8 ELECTRN: ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ii ® FwoREscErvr LIGHT Fp(TURE F£TER DRAIN TILE SUMP, RELOCATION FIELD i 4 FOUR— swrtcH SHEET N0: AND WATER HEATERS) ARE SUBJECT TO DUE TO CONDITIONS. o ELECTRIC PANELy� - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S WALL sc°"cE , Low varAGE olrrlET 1ECH Hue sysT'EM j DLSCONNECT SwOCH } rvs. PROVIDE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE AND �� 6.12 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SUDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 LINE OF STAB ABOVE F2 UNE OF FRAMED WALL ABOVE FOUNDATION WIDENS - AT SITE SPECIFIC CONDITIONS LOT 65 ,9•A" 3 12" 10'-0" }LL PATIO SLAB g T 4" MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE _ UNDER ALL LOAD I BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. c - V-11 I V-10 12" 71-9 - o 0 1i m m ARAGE SLAB 12" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS C' F2 � C m m 1oa" ea• �4. 6" CURB AT EXTERIOR 6" GARAGE WALLS, SEE - O STRUCTURAL y I o I F7 I 6-4" 6'-0" 2" PORCH SLAB 1'-712" 11'-T V-712• 8'-1" REINFORCE PER LOCAL 19,$" CODE AND ENGINEER'S SPECIFICATIONS 712" 712" SLAB PLAN 1K 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8• = 1'-0" AT 11' X 17" LAYOUT �t,llllll/l/� LU o_CM +� W //�� 0 Q N10 ISSUE DATE: 10.27.2023 FOR "1 ••��000 ,k�� `` REVIEW ��lJlllllii�'� 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 LAST SAVED BY: T X q1t Z W �p a J J 0 a aFm- a 0o O N WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN .�T 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) LAVER 5/8" TYPE •X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE i 3/8' SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED, ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 2512'X54-SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS R 2" 19'-8" 6'-2 3/4" 6'-6 1/4" SEE COMPOSITE DRAWINGS FOR 3050 SH 3050 SH LOCATION OF' EGRESS ADJACENT UNIT I I I I WIC OWNER'S 8'-1" CLG. BED 8'-1"CLG. LOT 65 SEE COMPOSITE SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT ADJACENT UNIT O.BAj 8'-1"CLG. I �c 2'112" 10'd trz' ` > 2460 � I I 712" 5'-512" 3'-212" C 5060 DNI m 42 I 14 2468 -- --- - - 1 �. m 8 HVAC 14 VANITY I BA 2 - 1'-0 '-312" 8'-1"CLG. -- --- .. 2068 WIC I - 2468 2468 1 I I 5'-312" 4'-812"' T-10' 5'-10' I I BED 2 BED 3 8'-1"CLG. 8'-1"CLG. I I I I 'EGRESS 'EGRESS SEE COMPOSITE 5'-9" 301 SH 3-11 1/2" 4'-212"30SH 5'-9" SEE COMPOSITE DRAWINGS FOR LOCATION OF 9'-8122 LE ' 9'-11 ," DRAWINGS FOR ADJACENT UNIT LOCATION OF 19'-8" ADJACENT UNIT SECOND FLOOR PLAN ELEV 'K' 2 1/4' = 1'-0" AT 22X34" IAVOUT 1B' = 1'-0" AT 11" X 1T' LAYOUT IN � 2 :W ti ` • /Q�• y: 1 1 FL 4.8 R R 2' ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: 19-8 VERIFY 312" 10'-0" V-412" LOCATION IN FIELD PATIO 4 a'-7,rz e'-,o,rz" s z� SEE COMPOSITE DRAWINGS FOR These drawings are the property of Starlight Homes and are not to be 6068 .G.D. 3050 SH 3050 -I _ SEE OPT. ATRIUM DOOR LOCATON OF I ADJACENT UNIT utilized for construction, Or ON SHEET 1 / FL 1.8.1 copied in part or in whole without permission from FAMILY RM the builder. © 2023 Starlight Homes 9'-1"CLG, LAST REVISION I I '-612" V-912" I I 3'-912" 3'-612" I I LAST SAVED BY: I a $ I 2868 LINE OF UW HANDICAP 6� CLIPPED CLG. ACCESS 2866 - P1 KITCHEN I L___O__o_ REF I n c O e � WALL HT. wH T S �/� 71 SLOPING - -- W W d o ----I J U o °UP - O 0 GARAGE U. "ENTRY J I 9'-1"CLG. I I I SOFFIT, SEE EXTERIOR ELEV I 9 I OSH T20 2'-1 1/2' 3'E' 2'-512" PORCH 8070SECTIONAL SEE COMPOSITE-9 1/2 8'-0" '-9 12 11" 6'-0" 1'-2" SEE COMPOSITE DRAWINGS FOR ,,, 7" 8•_," DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT 19'-8" ADJACENT UNIT SHEET NO: FIRST FLOOR PLAN ELEV 'K' �1/4• V-0" AT 22"X34" LAYOUT 1/8' 1'-0" AT 11" X 17" LAYOUT V-0" AT 22"X34" LAYOUT 1/8' 1'-0" AT 11" X 17" LAYOUT FL FL 1.8 = = = %tilll//l, WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN �r 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. 112" GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30'X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 251/2'X54'SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE4N ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT LOT 65 R 3 112" 10'-0" PATIO 4'a 12" 5 I P A OPT. ATRIUM DOOR 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = i'-0' AT 11" X 17" LAYOUT y W ``` o � #_ w J i ISSUE DATE: 10.27.2023 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 LAST SAVED BY: 5 0 a O 0 U r Z Q ~ a W �c0 z A J H a cb O O fL SHEET NO: FL 1.8.1 J Z co • rQ •Z O Z �) Z In tS Z • 4k ••• • / �••••u ISSUE DATE: 10.27.2023 FOR e �t REVIEW /l/lllll�� REVISIONS: LOT 65 These drawings are the 12 1z property of Starlight 5 5 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 zND FLOOR PL. Hr. — — 2ND FL _WDW HT.— Q BED 2 OWNER'S BED LAST SAVED BY: 2ND FLOOR FIN. FUR.— — — — — — 1ST FLOOR PL. HT. — — — — w &, 1ST FL WDW. HT. = i ENTRY FAMILY RM o o m ON � U U LL 3 MAINTAIN MIN. 17R @ 0 7 13/32 6-8" HEIGHT AT FRONT LL r� 1ST FLOOR FIN. FLR i OF WATER CLOSET W to 0 BUILDING SECTION 'K' a I.-- N r, `% 1/4" = i'-0" AT 2YX34" LAYOUT 1/8" = 1'-0" AT 11" X 17 LAYOUT O � J SHEET NO: FL 4.8 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 TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4a4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E,5 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODNINVL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED Q) CIO— cli �Z�v � O .y 2 Q cl�_ 02 rC� ZIa— il i FASCIA I, SSUE DATE: 2ND FLOOR PL. HT._ 16 FRIEZE _ _ _ ���. ,� 10.27.2023 FOR 2ND FL V HT. _ _ — "7 �,��`\ REVIEW FYPON ': REVISIONS: eKr.tzxls -. - o Et * SIC E12 2ND FLOOR FIN. FLR 1ST FLOOR PL. HT. — _ 1 STFLW(L. _41+1 16 6. B" 1313 These drawings are the property of Starlight ❑ ❑ Homes and are not to be utilized for construction,, or copied in part or in whole iST FLOOR FIN. FLR. L11 Without permission from the builder. © 2023 Starlight Homes FRONT ELEVATION 'K' 1/4" _ ,'-0" AT 22"X34" LAYOUT 1/8" = 1•-0" AT 11" X 17" LAYOUT LAST REVISION LOT65 LAST SAVED BY: * = EGRESS 5^ 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 ao WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. o O LL U ,6 FASCIA (A 2ND FLOOR PL. HT_ _ 2ND FL. VJDW. HT._ _ _ W O ❑❑ a H > J * J uA 2ND FLOOR FIN. FLR. - - _ _ 157 FLOOR PL. HT_ _ _ 157 FL. WDWH7 ❑ ❑ 1 1ST FLOOR FIN. FLR. -- _ SHEET NO: REAR ELEVATION 'K' FL 5.8 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1 re" = 1'-0" AT 11" X 17" LAYOUT ROOF VENT CALC. ELEV. 'K' Name Area 1/300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW AREA 1 846 SF 202.96 ins 1405.92 h2 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 WARMAN- BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEIUNG. 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 RAVE 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 65 rl ROOF PLAN 'KI 114' = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT cli 1 ••' N # w J �O so O Q :UJ lu H Z40 ISSUE DATE: 10.27.2023 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 LAST SAVED BY: SHEET NO: FL 5.13.7 CJ +- w J � fi x LOT 65 OctZ w fl- 0 WP/GFI @ y PATIO A/C COND. o HB aO a ISSUE DATE: WP/GFI 10.27.2023 FOR REVIEW I - \ 3 w WIC a-r r.LG REVISIONS: \ �LL FAMILY GRM (� (� 4lWNERIS ••CL- 3 BED N CLG. AN AS \ /�- / REQUIRED PERTATE '\ 0. 'pA F .-- i CODE AND \ \ 1 LOCAL BUILDING f 1 \ DISHWASHER FII < These drawings are the properly of Starlight Homes and are not to be s x DISPOSAL KITCHEN utilized for construction, or d 220 e _ < — P m � �i ® — � v � � l LL a = w p {� �8 a+ = g 8 VPT i GFI - ,r E \'` MICROWAVE cF, / -° �= o � I w= eQ Q w <_ copied in part or in whole without permission from the builder. ©2023 Starlight Homes b w c o'GFI - HVAC SERVICE "A ° a ICI PANEL r ® et_ N•r� ) © TO LIGHT/ I l B G /- , LL RFC. PUMP, l i 8' i" ' I Z _' -,j -0 GIF REQ. ��.SWITCHSTANDARD LAST REVISION ELECTRICAL BOX HEfGHTS ' ` SWITCH -, % i � ABOVE To uGHT/ \ R H ELEC. WATER HEATER - -, SERVICE PANEL ��/ BELOW WIC IC;; KEYLESS E I SIZE AND LOCATION ITGnHC IN _. ,. - \ GARAGE PER BUILDERS I SPECIFICATIONS _ " IE \ _ _ / AND LOCAL CODES / — ' ELECTRIC METER wau caBw i m � 4 LAST SAVED BY: TELEPHONE/ / l TELEVISION KEYLESS( BOX BED 3 -.�/ \. ENTRY j 1' \ I /GFI DOOR\ \ BED 2 Y J� BED OPENER \ -� B'-i"CLG. / rt WP/GFI [INV" BasE caBINEr T rtv n m=3 ,koRC sk$ r fir jX N XQ co Q - - -- W IL a NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN W FIRST FLOOR PLAN 'K' 00 OVER BATH CABINETS OVER KITCHEN CABINETS �l 1/4" = V-0" AT 22'X34' LAYOUT = 1'-0' AT 11' X 1T LAYOUT G) 1/4" = 1"0" AT 22"X34" LAYOUT 1'-O' AT 11" X 17LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. DUPLEX OU—T © cHwEs - `FILING A1OUNTED INCANDESCENT \ % CEI ING FAN PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Qf WPmR WEATHERPROOF CFI DImLEx OUTLET IGHTFBTTURE PUSHBUTTON swrtcH �0 (PROVIDE ADEQUATE SUPPORT) V - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. SFI GROUND -FAULT CIRCUIT -INTERRUPTER WALL MINCANI+ov SMOKE R Y OUNTED DESCENT ® HARDWIRED AN. GETS R W CEILINGFANWTTHINCAYDESCENT - FAN/LIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS." OUT-- LK;Hr FIXNRE CONNECTEDW/BATTERBA—P UGHT—RE - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE —F-SWITCHED DUPLsx OUTLET y RECEREED —DESCENT LIGHT FxrURE D \ (PROVIDE ADEQUATE SUPPORT) --OR v IEDFOCTURE �} (W) E—GNIOROOF ® HAR W CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. Ec�owD INTETERRr - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY lR %�Y 120 VOLT OUTLET BACK-UP NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q HAUST FAN (VENT TO EXTERIOR) THERMOSTAT �® GAS SUPPLY WITH VALVE REINFORCED JUNCTION Box (D - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ AlwswrtcH EXHausT FaNAIOHr caNswanoN ® TELEPHONE —+ne HOSE BIBS - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (PENT ro EXTP-) ® TELEVISION - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. 13 THREE -war SWITCH W v< WATER STUB OUT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, 8 FwORESCENr LIGHr FOTruRE 8 ELECTRIC NETER 8 ° ® SHEET NO: DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. 1. -war S R v ELECTRIC PANEL }{ - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , Low VOLTAGE OUTLET TECH HUBSYSTEM j D—NEC—ITCH }I WAu SCONCE WRITTEN INSTRUCTK , - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE FL 6.8 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING -TYPICAL. SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING, REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SUDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM, (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 UNE OF SLAB ABOVE F2I UNE OF FRAMED WALL ABOVE LOT 66 9'-4 12" 10'L" 3 V2 PATIO SLAB 4 m MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. \ VERIFY ALL GRADE NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALL LOAD PRIOR TO POURING BEARING WALLS OF CONCRETE. c TA 12" 11'1012" GARAGE SLAB 9 12" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 1 8' 7" 10'-7' 6• 6' CURB AT EXTERIOR f n0 GARAGE WALLS, SEE STRUCTURAL I F1 PORCH SLAB 2" 6'-0" 11" 6'a" REINFORCE PER LOCAL - 8'-1" 4-712" 11'-7" CODE AND ENGINEER'S SPECIFICATIONS 19-8 7 112" 7 12" SLAB PLAN V 1/4' = V-0" AT 22"X34" LAYOUT 1/8' = 1'-0" AT 11" X 17" LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS �rr1111111/l/// W. as �\.� • .fffff•f Iw� � r' 2 � cliC3 �ci Cf Q:Z M O J� CQ o :W I. _ CD Q •// GO / ff• J •••• J � ISSUE DATE: 10.27.2023 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 LAST SAVED BY: Q � C X V Z �p a W a CL a co OJ U) SHEET NO: FL 0.1.9 WALL LEGEND —— FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL 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 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARD ON WALLS AND CHUNG OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 2512'X. SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS [ L 4.1 It 2" 19'-8' 2. 12'-9' 6'-1 I" 6'-61/4" 6'-23/4" SEE COMPOSITE DRAWINGS FOR 3050 SH 3050 SH SEE COMPOSITE LOCATION OF DRAWINGS FOR ADJACENT UNIT -EGRESS LOCATION OF I I I I I I ADJACENT UNIT OWNER'S WIC BED a+'CLG m 8'4"CLG i =W� ----- VANITY 14 ___ _ 2'-312 '-0 BA 2 - 8'-1.. CLG i; - - WIC m� - I I — — — 2468 — — m 2468 I I 5'-10" 3'-10" 4'-812' S'-312" BED 2 a^"DIG BED 3 8'-1"CLG I I I I I I 'EGRESS 'EGRESS 311 SH 12)30r SH SEE COMPOSITE 3'-7" 6-41/2" 3'-5 1/2" 6'-3" SEE COMPOSITE DRAWINGS FOR 9'-1112" 9'-812" DRAWINGS FOR LOCATION OF LOCATION OFADJACENT ADJACENT UNIT 7g'-8' UNIT SECOND FLOOR PLAN ELEV V 2 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8' = 1'-0' AT 11' X 17LAYOUT LOT 66 L 4.1 VERIFY 2" R 19'-8- LOCATION IN FIELD _ I SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT LINE OF CLIPPED CLG. a/-6-4- WALL HT. SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT 9'-412' 10'-0• 312" PATIO ac 6'-' 8'-1012" 4'-712' 30�O SH 3050 SH 6068 S.G.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 1.10.1 FAMILY RM 8'•1"CLG 3'-6 12" T-9 12' V-9 112" 2'-61/2 � a 2868 D R HANDICAP ACCESS19 of ° KITCHEN 16 O O 0 w 11 7" - --- = - .42' 11 SLOPING 2868 GARAGE ENTRY 8'-1" CLG I ii SOFFIT, SEE I O EXTERIOR ELEV 204 SH '-512" 3'-6" 2'-112" PORCH 8070 SECTIONAL 11" 1' 2" 6'-0" LU 0) �111111/ff/� Q- o ��I j A , r7 C = o O C3 N+ — w <!r f•� o y� a Q : UJ Po * We _• �► CD Z �- �U • O� ISSUE DATE: 10.27.2023 FOR REVIEW 11111 REVISIONS: SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT SEE COMPOSITE 8'-1' 11'_7^ DRAWINGS FOR LOCATION OF ADJACENT UNIT FIRST FLOOR PLAN ELEV V 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8' = V-0" AT 11" X 17- LAYOUT These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: 5� o= �a 0 =o o LL SHEET NO: FL 1.10 �� WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGE/HOUSE SEPARATION AT VERTICAL SURFACES SHALL B PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGEMOUSE 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" SOUD 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 (251/2"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 66 R 10'-0" 31/2 PATIO 5'-8' 4'-712" 5 SEE COMPOSITE DRAWINGS FOR LOCATION OF A 1771 ADJACENT UNIT OPT. ATRIUM DOOR 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0' AT 11"X 17" LAYOUT co ' cV') lki y CS— w 0 J J i fu fro z �„� p C ISSUE DATE: 10.27.2023 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. B 2023 Starlight Homes LAST REVISION LAST SAVED BY: r Q ~ Z W a z J 0 a a DO O O SHEET NO: FL 1.10.1 W LOT 66 2ND FLOOR FIN. FLR. _ 1ST FLOOR PL. HT. 1ST FL. WDW. HT. 1ST FLOOR FIN_ FLR. r, BUILDING SECTION V 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1' D" AT 11" X 17" LAYOUT C7 2-� J� • ..t 119. � N n CD< = V 0 � i• ISSUE DATE: J/1111111� 10.27.2023 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 LAST SAVED BY: a $' 3^ LLo � ooLL U �T U) W to J N v Cb O J fW ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 6" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING) E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOOD/VINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. LOT 66 t- Nl _ FAS�;0-0 FRIE12 12 . LLl 0) Fit fit N II Z m J L C7 0 �`• ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. _ 1ST FL. WDW. HT. S" -------J These drawings are the property of Starlight Homes and are not to be Utilized for construction, or 1ST FLOOR FIN. FLR. fS copied in part or in whole Without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: 3^ ozo rc ti � J LL o � o cc o LL Q � L OOR PL. HT. �1 'A N W W 0 J C/) a ap 0 w J REAR ELEVATION V 1/4" = 1 •-0" AT 22"X34" LAYOUT 1/8" = 1'-W AT 11" X 17" LAYOUT OR FIN. FLR--S OOR PL HTS -L_WDW. HT. L1 OR FIN. FLR,_ � V SHEET NO: FL 5.10 W S 1111111111111CL__�M ROOF VENT CALC. ELEV. 'M' Name Area 1/, 0 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH d LOW AREA 1 846 SF 202.96 iN 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 11300 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 66 H ¢ 6'-6" 1 13'-0" ROOF PLAN V 114" = V-0" AT 22"X34" LAYOUT 1/6" = 1'-0" AT 11" X 17' LAYOUT '�% '2 uy y...'_ i V :J +"w E � o Q W �- ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in pal or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: T Q � � X� a W J cf) a a o ML SHEET NO: FL 5.13.9 cL 36 oz �Q LLo � o oLL x C3 O Oct U LOT 66 y WP/GFI@ ESA/ccOND. PATIO ac ISSUE DATE: a HB 10.27.2023 FOR WP/GFI ro REVIEW VII_- / REVISIONS: 3 WIC FAMILY RM �) OWNER'S I BED I v g•„I.. CLG ', I ' TV — I / I \ O FAN AS I REQUIRED PER \ QB`A / These drawings the STATE AND . LOCAL BUILDING I.._,., g.y<. e CODE (GFI DISHWASHER property of Starlight Homes and are not to be 3 ` o GF ( I j \ KITCHEN DISPOSAL 7z- utilized for construction, or copied in or in whole w £ g T 8 g b Q 3= ff 3 220V VP�FI I HAG 1 GFI' .t�' (� I PDR— I � CLGI MICROWAVE PANEL SERVICE part without permission from the builder.02023 Starli ht Homes 9 LAST REVISION B'ri i �I I To REG. QPUMP.IF SWITCH/,I © LAST SAVED BY: l ABOVE�� ,k STANDARD ELECTRICAL BOX HEIGHTS i ' i SWITCH TO LIGHT/ I -- SERVICE PANEL EI \ ELEC. / I' BELOW -? •� KEYLESS WIC SIZE AND LOCATION 1-- —H'} \ / I 1 I I LIGHT IN `/�d ATTIC ' P { PER BUILDERS GARAGE SPECIFICATIONS IE iii \ / I WALL cABln _. J AND LOCAL CODES ELECTRIC METER g i TELEPHONE/ E ` \ TELEVISION \ / SERVICE BOX / KEYLESS s BED ENTRY • v. l 3 9`-1"C1 G. }' g r / ® ® \. CEILILING m BED /. �{ F I -..". /GFI DOOR\ w OPENER a m � w V HNItt HIGH VA z BASE CABINET m / \ i (n HIAMNET IF N FOR C H W - - -- - J m-- a Hey------ a FN-- 0- NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) O J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN V FIRST FLOOR PLAN VCb OVER BATH CABINETS OVER KITCHEN CABINETS z n J 1/4" = 1'-0" AT 22'X34" LAYOUT = V-0" AT I I- X 17' LAYOUT 1/4" = 1'-0' AT 22"X34' LAYOUT = 1'-0" AT 11' X IT LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT AS REQUIRED BY NATIONAL ELECTRICAL 0 DUPLEXOUTLEr © CHIMES ¢ cElurvc NO— wcgrvoEscErvT CEaING vqN -INTERRUPTERS (AFCI) CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Wv R wEATHERPgooF GFI OIL— OUTLET LIGHT FIXTURE PUSHBUTTON SwrtCH �VVV\ IpgOWDE V ADEQUATE SUPPORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." P GR GROUND -FAULT CIRCUIT-MTERRUPTER DUPLEX OUTLET G sMOICE DED —" �/� WALL MOUNTED INCANDESCENT ® CTOR HAARMIRED AND—" C E-1W RATTERV LIGHT FDcruRE �% CEILMG FqN WITH INCANDESCENT "� - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. 4} HALES HED DUPLEX OUTLET BACWUP y RECESSED INCAnDEscENT LIGHT I -LIE CW DETECTOR {T} oR cEIUNGR LED FDcruRE HARDwwED AND INTER- ® LIGHL FL F G (PROVIDE ADEOLATE SUPPORT) ave IIOVOLTOUTLET IVPI=VAPOR PROOF PROOFD CONNECTED W/BATTERY BDANEC NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. Q REINFORCEDJUNCTIONI O O EXHAUST FAN (VENT TO EXTERIOR) � THERMOSTAT GAS PvLVwrrH vuvE - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEET]THE REQUIREMENTS OF ALL GOVERNING CODES. w # Au -ITCH EXHAUFANAIG_.AT_ ® TELEPHONE ST HNG �Xe HosE eleB - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. rvENr TO ExrERroRI ® TELEVIsary - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. $ a THREE�WAV SWITCH-----�W ,/A WATER sTI1B ouT 8 E.G­ METER - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES. A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S < FOUR-WAY s _H ® FLuoRESCEnT LIGHT FocruRE I� FLECTRIc PANEL WALL�oncE SHEET N0: WRIREN INSTRUCTIONS. , LOW v LTACE TECH i DISCONNECT swrtcH F L 6.10 - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. W f ) I GENERAL FOUNDATION NOTES: I - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL. - SLOPE GARAGE FLOOR 1 /B" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TYP STOOP AT INSWING/SUDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP-RESISTAW FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED I WO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 UNE OF SLAB ABOVE F2 UNE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 67 31M2" 10'-0" 9'-41/2" WA Co ra W �V W �. aCO i act }� PATIO SLAB o a 4 MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD I IBEAMLOCATIONS I\ BEARING WALLS PRIOR TO POURING OF CONCRETE. c ',. V-11 11'-10 1/2" 7'-9 1 - r-11 ARAGE SLAB REINFORCE PER LOCAL a 12 - CODE AND ENGINEER'S _ SPECIFICATIONS C F2 m O � N 10'_7"VA ................... 6" CURB A7 EXTERIOR W„ 6" GARAGE WALLS, SEE -dill STRUCTURAL _ N F1 - 1ISSUE023TEFOR REVIEW REVISIONS: PORCH SLAB 1'-7 1/2" 11'-7" 1'-7 1/2" 8'-1" REINFORCE PER LOCAL 191-81, CODE AND ENGINEER'S SPECIFICATIONS 7 W 7 112' SLAB PLAN 'A' CD 1/a" = 1'-0" AT 22"X3d" LAYOUT 1/8" = 1'-0" AT 11" X , 7" LAYOUT These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: T— X qT z c0 a W aa � a 00 O N SHEET NO: FL 0.1 M 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, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL B PROTECTED WITH ONE (1) LAYER 12" GYPSUM BOARD. GARAGEMOUSE 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 P1411 HALF WALL, HEIGHT AS NOTED TU&SHOW ER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS It FL 4., 6'-2 3/4" 6'-6 1 /4" SEE COMPOSITE 3050 SH DRAWINGS FOR 3050 SH fL LOCATION OF 'EGRESS ADJACENT UNIT I I I I WIC OWNER'S 8'-1"CLG BED 1 8'-1"CLG. I I I O. BA I 1 8'-1"CLG 62-4 12" 10'd 12" `> 1 2466 m 712" 5'-512" ..3-212- - I 5068 D I - 14 2468 - --- I 1 -- --- e HVAC -0' J 14 VANITY BA 2 1'-0 -3112 8'-1"CLG. - z 2068 Z - r n WIC M- I - I .. 2466 SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT 5`31/2" 1 4`812' 3`10" 5'-10' I \ I BED 2 = BED 3 I 8'-,'•CLG. I 9'412" I 'EGRESS 'EGRESS I 30 0 SH 30f SH SEE COMPOSITE 5,_9„ 4'-3- 3, 11" SEE COMPOSITE DRAWINGS FOR 10'-0' 9'-8" DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT 19'6" ADJACENT UNIT SECOND FLOOR PLAN ELEV 'A' 1/4' = 1'-0" AT 22"X34" LAYOUT 1B' = V-0" AT 11- X 17" LAYOUT ♦� !!! ; : ce) cn o �V :W A O ,fir •� '„� �� (� 2 LOT 67 i FL4.1 ///1111111�����,` tISSUE0D3FOR TE: R R " REVIEW 2" 19'6' 2 VERIFY 312" 10'-0" 9'-412' LOCATION IN FIELD REVISIONS: PATIO I ac I a'-7 72• 6'-to 1/2'6•-r SEE COMPOSITE 6068 .G.D. 3050 SH 3050 SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT SEE OPT. ATRIUM DOOR ADJACENT UNIT ON SHEET 1 / FL 1.7.1 I I FAMILY RM These drawings are the 9-r cL� property of Starlight Homes and are not to be utilized for construction, or -6 10 9'-9 12" X-9 1/2" 3`6 12" copied in part or in whole without permission from the builder. © 2023 Starlight Homes I < I a LAST REVISION 2868 LINE OF dW HANDICAP 2668 CLIPPED CLG. ACCESS I t KITCHEN------- 3= _= LAST SAVED BY: 16 == 0 v Fo O v w WALL HT. I WH a jl a I rc 1 71 SLOPING - --- 1 O U� I up GARAGE I 8070 SECTIONAL PORCH SEE COMPOSITE 12' I'-912 11" I.,..1'-2' SEE COMPOSITE UP AWINGS FOR L11'-7' DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT 19'6" ADJACENT UNIT FIRST FLOOR PLAN ELEV 'A' 1/4" = V 0" AT 22"X34" LAYOUT 1/8' = V-0' AT 11" X 17' LAYOUT W � WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL B PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1 LAVER 5/8' TYPE'X' GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3/8" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS, 1/2" GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED ACCESS18LE 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) S TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT -_ LOT 67 R 312" 10'-0" PATIO 4'-71/2" I5 P 11 A OPT. ATRIUM DOOR 1/4" = V-0" AT 22"X34" LAYOUT 118" = 1'-0" AT 11" X 17" LAYOUT v fit► 0 W O Uj 0 z d ISSUE DATE: 10.27.2023 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 LAST SAVED BY: 5^ o� R U Q O fA T Z Q ~ a LLJ z J 0) a a co O O J U- SHEET NO: FL 1.1.1 Uj 0) . O) 0. 2ND FLOOR PL. HT. 2ND FL WDW. HT. L_ 2ND FLOOR FIN. FLR_ ,ST FLOOR PL. HT. _ ,ST FL WDW HT. _ ,ST FLOOR FIN. FUR_ LOT 67 BUILDING SECTION 'A' CD1/4^ = 1'-0• AT 22"X34^ LAYOUT ,B" = i'-0" AT 11" X IT'LAYOUT M Z t* f O ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: 3^ o� rc ti �Q LLo � o o LL SHEET NO: FL 4.1 ui M 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 ES CORROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPUANIT FLASHING MUST BE INSTALLED AT ALL ROOF/WALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 FALSE WOODIVINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS �ALLVIINDOWS 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 67 n� 6 8" FASCIA 2ND FLOOR PL. HT.- - t6 FRIEZE - 2ND FL WOW. HT. _ a Mm IT E16 * * 1-51 - 0 1 g" 2ND FLOOR FIN. FLR. - _ 1ST FLOOR PL. HT.- 1ST FL WOW HT. g E16 ®® 1ST FLOOR FIN. FLR. ---__- FRONT ELEVATION 'A' `% 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11"X 17" LAYOUT 2ND FLOOR F 2ND FL. )ADN 2ND FLOOR F Q1 1ST FLOOR F � 1ST FL. WDW ST FLOOR F REAR ELEVATION 'A' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT CL, C1` N Z T O III ISSUE DATE: 10.27.2023 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. m 2023 Starlight Homes LAST REVISION LAST SAVED BY: 5� o' U Q � Q f!) WO a Cl) W J LU SHEET NO: FL 5.1 LLI � ROOF VENT CALC. ELEV. 'A' Name Area 1/300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH & LOW AREA 1 846 SF 202.96 irR 405.92 irR 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. 0 i •V O H LOT 67 '. 6FL.1 fill It ROOF PLAN 'A' 114" = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17' LAYOUT ISSUE DATE: 10.27.2023 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 LAST SAVED BY: 5^ o� a U � Q LL O �o oLL r X Z W c0 IIi J N a a 1-o 00 0 0 SHEET NO: FL 5.13 i = C3 ,/ X F— w J LOT 0 67 a U 2 r 0 O PATIO IMP/GFI® accoND. A/CISSUE 2 DATE: Hs WP/GFI 10.27.2023 FOR REVIEW VA 3 _ REVISIONS: w WIC I I ® FA{LY ftM j BEI � I ry - TV I AN AS RQUIRED PER 1 ppA / �- 0, 1 STATE AND \ i , �' _.... I a S% {„ LOCAL BUILDING \ I yw a Je CODE GFI r ( These drawings are the property of Starlight Homes and are not to be DISHWASHER 3 -� tffII [[IEN KI?Cf util¢ed for construction, or m v 's o aa0 '� DISPOSAL 77....i \S copied in part or in whole without permission from ^ s m gg aw a g®� " w ° $ w " q t< °a jj ? up CFI I _ 'GFI \ 1 3E, j I _ R j Mlc"ownvE ! GFI` SERVICE 1 the builder. © 2023 Starlight Homes / 5 ,2 \ �, o PANEL ®� — ®I [1..L,1GH,1/�STANDARD LAST REVISION ELECTRICAL BOX HEIGHTSFREQ.(A / I gyp 't BELOW WIC I I Y y I KIGHT N / \\j` 3 TTIC ( - I m _ REC. PUMP - © ` 30A. ELEC.l E \ WATER HEATER /\ j SERVICE PANEL PER BUILDERS /� �y � ! SIZE AND LOCATION \\��At4(- AGF // ;-I SPECIFICATIONS LAST SAVED BY: —CABINET w I S / ELECTRIC METER j TELEPHONE/ I� D[- D 3' jj [ 'V , R ITELEVIS y/ / / j T- p, � SERV EION BOX I // KEVLE\\C E I /EIUNG\ E ® ® ^ ` \ f3 L I /GFI DOOR\ / OPENER z W HIGHr BASE CABINET i^ \ Zx N ° ° 3 PORCH W coo a _ E NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) ' O J SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'AI r, FIRST FLOOR PLAN IAI J 1/4' = 10' AT 22'X34" LAYOUT = V-0" AT 11" X 1 T LAYOUT 1/4" = 1'" " AT 22"X34' LAYOUT = 1'-0' AT 11" X 1 T LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT -INTERRUPTERS (AFC) AS REQUIRED BY NATIONAL ELECTRICAL OUPLEXOUTLET © CHIMES ¢ CEILING Ifi—E.—ANDESCENT /J �%\ CEILING FAN CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. � 1Np rcsi WEATHERPROOFGFIDIPLEXCURET LIGHT FIXTURE PUSHBUTTON SWITCH G V (PROWDEADEWATESUPPORT) - ALL EXHAUST FANS SHALL HAVE SACKDRAFT DAMPERS. - FANNGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED'SUITABLE FOR WET OR DAMP LOCATIONS.' GR GROUND -FAULT CIRCUIT -INTERRUPTER IXflLEXOUTLET 11w SMOKE DETECTOR '�,l} LL MOUNTED INCANDESCENT ® CONNE TED W INTER. 'Y MILLNP1 CONNECTEDNBATTERY CEILING FAN WITH INCANDESCENT - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY, THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (} HALF -WITCHED DUPLEX OUTLET BACK-Im� RECESSED INCANDESCENT LIGHT FIXTURE CO2 DETECTOR OR CEILING MOUNTED LED FXTURE LIGHT FSTTURE /YYY\ (PROVIDE ADEQUATE SUPPORT) V V CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. HARQWIRED AND INTER. (VPI=VAPOR PROOF ® CONNECTED W/&1TTERY - 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. 'pV ff 22N VOLT OUTLET O REINFORCED JUNCTION BOX BACK-UP 0 —RUST FAN MWTQ EXTERADR7 THERMOSTAT GAS SUP-- VALVE - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - W # ALL sw1TCH EXHAUST FA-1-TCOMBIN-DIN ® TELEPHONE �� HOSE BIBS ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. (VENT TO FXTERIOR) TELEvwoN - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. $ 1 THREE-WAY SWITCH 8 1a WATERS lue ouT - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, ° OUR SWITCH ® FLUORESCENT LIGHT IWURE ELECTRIC METER SHEET NO 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 -WAY v ELECTRIC PANEL }I SCONCE , LOW VOLTAGE OUTLET TECH Hue srsTEM i DISCONNECT SWRCH N WALL - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE PROVIINSTRIIDINS. „V FL 6.1 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. Uj T 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 -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 CEIUNG 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 (25,2"X54" SIZE 9 TEMP ERED SAFETY YGLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 76 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT 1 1[ FL d.B 2•J 91' 6'-61-- 6'-23/4" 3050 SH 3050 SH 'EGRESS I I I I OWNER'S I I WIC BED 8'.1"CLG I I 8'•1"CLG I � I O. BA 10'-4 12" 8'-1"CLG 2'-0 12" Z 1\° Jrt ag 2468 DN n o� +42' 11 - T-212" 5'-512" --- - 2468 " 1a 0 -_- ___ L" I •-0 --- C- - VANITY 14 2'-3 12 V-0 Z BA 2 8'•1"CL - 2068 m � m I T 2468 5•-10" 3'-10" 4.11'.. 5'-312" BED 2 8.-1"CLG. BED 3 8'-1" CLG "EGRESS 'EGRESS 305 SH 30 SH MM R VERIFY LOCATION 2" IN FIELD I SEE COMPOSITE SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT ADJACENT UNIT I LI I I C 7 12" I I 12' 3-1112' SEE COMPOSITE 9'-11 12" 9'-8 1/2" DRAWINGS FOR LOCATION OF 19'6" ADJACENT UNIT SECOND FLOOR PLAN ELEV 'K' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT W •GO •Z • 0 1 FL4.8 2" R R 2•• 79$" 9'd 1/2'-0 ' 10'" 31/2 PATIO ac - 0 SH 1 3050 SH 6068 S.G.D. - SEE COMPOSITE DRAWINGS FOR LOCATION OF SEE OPT. ATRIUM DOOR ADJACENT UNIT � ON SHEET / / FL I FAMILY RM 9'•1"CLG I 3'612' T-912" 9'-912' 2612 I I I � QI DlV LEOF IPPED CLG. P 2868 2868 HANDICAP ACCESS m'cLJ = KITCHEN I; REF O 0 J a — O -- a ALL HT. ====d = =_ N 11•7 i = 6s6 «a2• � I SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT GARAGE 0 ENTRY 9' 11" CLG SOFFIT, SEE I g EXTERIOR EL I SH _52040 312" 3'6" 2'-112" PORCH 8070 SECTIONAL 12 S.- I'-9 12 SEE COMPOSITE 8'-1" 11'-7" DRAWINGS FOR LOCATION OF 19'6" ADJACENT UNIT FIRST FLOOR PLAN ELEV'K' 1 /4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17" LAYOUT O CV -y. O r _ U 7 H ISSUE DATE: 10.27.2023 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 LAST SAVED BY: o' z� of T U ati Y Z LLI to a a 0 °o J lL SHEET NO: FL 1.8 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN �r 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 B PROTECTED WITH ONE (1) LAYER 1/2" GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE (1) LAYER 5/8" TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 318- SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS AND CEIUNG OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES (25 1/2"X54" SIZE) 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS LOT 68 R 2„ 10'-0" 3 1/2" PATIO 5' 8" 4W 12" 11 5 SEE COMPOSITE DRAWINGS FOR LOCATION OF A P I ADJACENT UNIT OPT. ATRIUM DOOR 1/4" - V-0" AT 22"X34" LAYOUT 1/8" = V-0" AT 11" X 17" LAYOUT IIIIIEEEp Uj fif N -W.. 0 v + J3 I to 0 • • • Ii 1.1.. Q 10.SU DATE: 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 LAST SAVED BY: 56 0 � 2 LL o � O oLL r Z Q ~ a W z J Cl) ob O O SHEET NO: FL 1.8.1 �� lulurr�y w ek xo 6 Cm, Jcot • .r W tU Q o Zvi Z ca z C -p r� I. f, '• '••N'•'�� ��I-AWk DATE: 10.27.2023 FOR REVIEW REVISIONS: LOT 68 z 12 These drawings are the property of Starlight 6 s Homes and are not to be ROOF TRUSSES PER utilized for construction, or copied in part or in whole STRUCTURAL ENGINEER without permission from the builder. © 2023 Starlight Homes LAST REVISION 2ND FLOOR PL. HT. 2ND FL. WDW. HT. = OWNER'S BED 2 BED LAST SAVED BY: 2ND FLOOR FIN. FLR. 1ST FLOOR PL. HT. 1ST FL WOW HTPm IF o i g n wo i a FAMILY RM w ENTRY a m t1I J � Q + 3 U MAINTAIN MIN. 11R@0'-713/32" 6'-6" HEIGHT AT FRONT_ r OF WATER CLOSET ' ,_ _ 1ST FLOOR FIN. FLR. Q � W N o BUILDING SECTION 'K' a H W 1/4" = 1'-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11"X 1T LAYOUT O � J N SHEET NO: FL 4.8 0 EC 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/ 5/44 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W/ 5/4x4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ 1X3 BATTS AT 16" O.C. (VINYL BOARD AND BATTEN SIDING E16 1X FIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 I FALSE WOODNINYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 111111!!//� tit C) en i U1 }�- .i C x i 0 �3 4 • O F— FASCIA E16 'I��I Q� _ _ _ FRIEZE E1 _ �\ / -'`� ISSUE DATE: 10.27.2023 FOR :., zNwHT,� FYPON REVIEW REVISIONS: BKT.12X16 ZND FLOOR FIN. FIR. _1ST FLOOR PL. HT 1$T. FL VQW. HT. e' ®® 16 � hJ These drawings are the property of Starlight a Homes and are not to be utilized for construction,, or - copied in part or in whole _ _ 1ST FLOOR FIN. FLR. without permission from the builder. © 2023 FRONT ELEVATION 'K' Starlight Homes 1/4" = 1'-0" AT 22"X34" LAYOUT Ire" = 1'-0" AT 1 V X 17" LAYOUT LAST REVISION ' REAR ELEVATION 'K' 1/4" = AT 2AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11" X 17- LAYOUT LAST SAVED BY: 3� o' zi of r Q X OOR PL. Hco 'L_WDW HT. /1 W mil/ O aCl) a co 0 W OR FIN. FLR. n .00R PL. HT� L WDW �� OR FIN. FL� SHEET NO: FL 5.8 ,IIIHIl1/���! W cm CM" S� —+� S �Z LOT 681COO OM 19023TEFOR /i!!l1111 REVIEW FL 4.8 2 TIGHT REVISIONS: RAKE AREA 7 j These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION ,; EI { RIDGE LAST SAVED BY: u PER g MANUFAGTURER:1. CTIONS, GIN C o ROOF VENT CALC. ELEV. 'K' LOCATION PER BUIL R FI a 0 Name Area 1 /300 RATIO AT HIGH 8 LOW 1/150 RATIO AT HIGH 8 LOW f ij LL AREA t 846 SF 202.96 in% 405.92 in= r rJ I f to Cn LL t aH e" 1 O - W o j o j w w ROOF PLAN 'K' 1/4" = V-0" AT 22"X34" LAYOUT 1/8" = 1'-0" AT 11"X 17" LAYOUT SHEET NO: 1/150 RATIO: 1/300 RATIO: GENERAL CONTRACTOR SHALL VERIFY THE AS AN ALTERNATE TO THE 1/750 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 WARM4N- 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 x — W J i � x LOT 68 _ 0 __ y WP/GFI @ s A/C CONE. PATIO 2 ac HB ISSUE DATE: WP/GFI 10.27.2023 FOR REVIEW �I 3 REVISIONS: REVISIONS: WIC cr � I FAMILY RM OWNER'S \ BED I ry \\ T4L� FAN AS / REQUIRED PER �FX H STATE AND LOCAL BUILDING S• Co DE / These drawings are the a m GF� DISHWASHER property of Starlight Homes not to be • Cj and are 3 B d u ' - i i I - KITCHEN V�!_tV DISPOSAL `I , utilized for construction, or copied in part or in whole > w g f m 0 e m $V s LL m wo e ®nav / � ® 1 PDR — ' _ � without permission from the builder. ©2023 y w m m LULU � x I { HVbFI AC i GF!'--. ti SW" cLc � � MlcaownvE _ I . SER ICE J PANEL �- TO LIGHT/ Starlight Homes LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS `�- cLCv � © ,�.=.— REC. PUMP, SWITCH O \ IF REO o 2• ABOVE � � � I SWITCH/ � i BELOW i C KEYLESS V V.,� LIGHT IN SERVICE PANEL SIZE AND LOCATION PERBUILDERS I � � . WpTEREHEATER \ / _ GARAGE LAST SAVED BY: WALL CABIN ( S ATTIC , I � ANDSPELOCAL(ONSCODES ELECTRIC METER I 1 TELEPHONE/ 8 [[7 BEDS / CrI TELEVISION SERVICE BOX ENTRY / j3 •� A.LA KEYLESS ,1 9'-1 CLG- a_r CLG /EILING\ N, BED G BED n --- /GFI DOOR I\ o J� YYY / OPENER \ a m w _ z u � i m [.­.VAN1 - b BASE CARNET WP/GFI �IL \ co r_ N PORCH \ X Re HBO------------ 0. a } NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWN) SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES SECOND FLOOR PLAN IKI FIRST FLOOR PLAN W OVER BATH CABINETS OVER KITCHEN CABINETS T/q^=p-O'AT22"X34' AYOUT=1'-O'ATiT'XITLAYOUT 1/4"=T'-0"AT22'X34'LAYOUT=1'-0'AT11"X17 LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - INSTALL DUPLEX OUTLET © CHIMES cEluxc MouNrED INCANDESCENT (� /J \ % cEIUNG FAN PROVIDE AND ARC FAULT CIRCUIT -INTERRUPTERS (AFCI) AS REQUIRED BY NATIONAL ELECTRICAL CODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. 4'j­ WEATHERPROOF GFI DUPLEX OUTLET LIGHT FIXTURE PUSHBUTTON swncH �O\ V (PROVIDE ADEQUATE SUPPORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. cN cRouxo-FAULT clRcurr-INTERRuvTER DUPLEX OUTLET ". SMONE DETECTOR HIED WCANDESCENi HARDWIRED AND IMER cQVNECTEO w/B/,TTERv IxcnxDEscENr - FAWLIGHTS IN WET/DAMP LOCATIONS SHALL BE CABLED "SUITABLE FOR WET OR DAMP LOCATIONS." LIGHT FpTURE -UP LIGILn+c� MwIIN - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE (} HALF MITCHED DUPLEX OUTLET y RECEssEo IrvcArvoEscExr ucHr EorruRE cot DETECTOR {� OR CEILING MOUNTED LED—URE IvaovoE AOEounrEsUPPORT( CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. ' 230 VOLT OUTLET HARNWIRED AND INTER IVPI-VAPOR PROOF ® pry ECTED W/BATTERY BACKUP - 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. O Q EXHAUST FAN (VENT TO EXTERM) r THERMOSTAT I—® GAS SUPPLY wrrH VALVE RENFORCED auxcnory �x - PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. $ WALL-RCH ExHAusTFANAIGHrcOMBNATION ® TELEPHONE ice HOSE BIBS - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS. i (VENT TOEx ERIOB) © TELEVISION - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. - ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, i' THREE-WAY CH i a FLUORESCENT LIGHT FBTTURE 8 ELECTRIC METER �av vA-wATER STUBOUT SHEET NO: 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 i FOUR- SWITCH 0 ELECTRIC PANEL INSTRUCTIONS. , Low VOLTAGE OUTLET TECH HUB SYSTEM ♦ DISCONNECT SWRCH WALL SCONCE w wNHTEN - PROVIDE AND INSTALL CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE �� vN 8 LOCALLY HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. . 11111111/�� Uj S GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING- TYPICAL - SLOPE GARAGE FLOOR 1/8" PER FOOT TO GARAGE DOOR OPENING. VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. - PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 3/4" MAX AT INSWING DOORS. - TVP STOOP AT INSWING/SLIDER DOORS: 36- DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND Fi LINE OF SLAB ABOVE F2 I LINE OF FRAMED WALL ABOVE ft FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS 7 1/2 LOT 69 V-41/2" PATIO SLAB 4" /X MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER LINE. NOTE: LOCATED GRADE VERIFY ALL GRADE UNDER ALL LOAD BEAM LOCATIONS BEARING WALLS PRIOR TO POURING OF CONCRETE. ` 11•-10 1/2" 7 9 -. r-11 12 - _. - ARAGE SLAB REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS F2 O 11l 10._7" 8. 7.. VIA 6" CURB AT EXTERIOR 6" GARAGE WALLS, SEE o STRUCTURAL - C4"W� O F1 8'-4• 11" 6•-0" 11_211 1•-71/2" 11'-7" V-71/2• 1"' I< I PORCH SLAB 7 12'J" SLAB PLAN ILI 1/4" _ 1'-0" AT 22"X34" LAYOUT 1/8" _ V-0" AT 11" X IT'LAYOUT REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS Z yQ`w .y •w 4;';� VJ vw, * r 11111111110 ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: These drawings are the property of Starlight Homes and are not to be utilized for construction, or copied in pal or in whole without permission from the builder. © 2023 Starlight Homes LAST REVISION LAST SAVED BY: 0o O V) SHEET NO: FL 0.1.8 Ni11lil1111'r 0) L. tug_ � ,- L4 0 WALL LEGEND t-c-r—ram FILL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X8 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN S 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 BI PROTECTED WITH ONE (1) LAYER 12" GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 518• TYPE •X• GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 308" SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS I2"GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 2512•X54• SIZE 9 TEMPERED SAFETY GLASS ii HALF WALL, HEIGHT AS NOTED 14 TUBSHOWER COMBO 16 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS R 2"—1 SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT F SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT LOT 69 1 L 4.9 it 19'-8" 2" COMPOSITE SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR LOCATION OF LOCATION OF ADJACENT UNIT ADJACENT UNIT — I "- I I I I I I I I SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT SECOND FLOOR PLAN ELEV 'L' 2q�1/4""1'-0• AT 2TX34•L;Y Lrr 116'- 1'4r AT I V X iTLAYOUT 6'-11' I I I I S-2 314" V-6 114' I-9, 3050 SH3050 SH I I I I I 'EGRESS � I I WIC I OWNER'S e-1"CUM BED I I 8'-1"CUM I I O. BA II 8'•,"CLG. a� 2468 V-512" 3'-212" 0 5' DN in C v 11 �• 14 � 2468 w 8 - HVAC F' -0 J N BA 2 _ 2088 i we 2468 § ------- zese I 6312' 4'312" 3'-10" 5'-10" I BED 2 BED 3 V.1"CL(L I I I•EGRES3 •EGRESS 301 SH - 30 SH T'-10" 2'-1 12" T-10" 9'-812' V-1012 9'-11 12• 4-r NNW * 0 Cx SZ _3 ft i n ♦t 00 1- f1/111lPt ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: VERIFY LOCATION IN FIELD These drawings are the SEE COMPOSITE property of Stadlght DRAWINGS FOR LOCATION OF Homes and are not to be ADJACENT UNIT - Utilized for Construction, or copied in part or in whole WOW permission from the builder. ® 2023 Stadight Homes LAST REVISION LAST SAVED BY: NE OF JPPED CLG. c g � LL o �o U u WALL HT. Q T J � Z W g JN c 0o 0 J 1 ILL SEE COMPOSITE F�EEE'8"-' -0' 1'-912 11' 8'-0' 1.2" L SEE COMPOSITE DRAWINGS FOR LOCATION OF 8'_t• D LOCATION F ADJACENT UNIT 19,-8• LOCATION OF ADJACENT UNIT FIRST FLOOR PLAN ELEV 'L' 1Jd" =1'-0" AT 27X34' LAYOUT 1I8' = 1'A' AT 1 t"X 17 LAYOUT SHEET NO: FL 1.9 WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATION, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL B PROTECTED WITH ONE (1) LAYER IZ GYPSUM BOARD. GARAGEA40USE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER SW TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 SS" SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS 12• GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS e 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 e TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE WU HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT -�_ 2 3 12" 10'-0• PATIO I 4-712• s-6^ P II A OPT. ATRIUM DOOR 1U4" = T-W AT 22"X34" LAYOUT 116" = T-0• AT I I" X 17" LAYOUT III IIIN/ 0, 00 o / / J%%A� 6XI ISSUE DATE: 10.27.2023 F REVIEW REVISIONS. These drawings are the property of Sta ftht 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 LAST SAVED BY: n � og rcti �Q 8 LL V) Z Q ~ a W z d a ob O O J LL ..at1111!li..._ I.i (3) 10 i Soh A4IIII111111fi DATE:FME i%k% 10.27.2023FOR REVIEW REVISIONS: LOT 69 12 12 Q5 These drawings are the property of Staftht s� Homes and are not to be utilized for construction, or copied in part or in whole ROOF TRUSSES PER STRUCTURAL ENGINEER WNquf permission from the builder. ® 2023 StaIrW Homes FL-W28 F� �,. �. HT — _ — _ — _ _ — _ — _ LAST REVISION BED 2 OWNER'S BED F m LAST SAVED BY: FIN. FLR_ FFLOIX2 ��R� [��1��1�_ FL WOW. HT. _ _ — — _ — _ _ — — _ �l ui � n ........ ...... q o i ENTRY z r FAMILY RM $ — 17R Q d - 71MAINTAIN MIN. 3/32" s'8' HEIGHT AT FRONT r QRIOOR FIN. FIR. . OF WATER CLOSET _-_,- ..._- _...., ..-..._.. X LV co Z 0 ,BUI1'-0' LDING SECTION 'L' a O Lu Lu AT 27X%' LAYOUT 1 V =1'-T AT 11' X 1T LAYOUT co W J SHEET NO: FL 4.9 ELEVATION KEYNOTE LEGEND ONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED OLDIER COURSE LOCK COURSE ON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED RROSION RESISTANT ROOF TO WALL FLASHING, CODE COMPLIANT FLASHING MUSTINSTALLED AT ALL ROOF/WALL INTERSECTIONS FINSTALLED ER CEMENT SNAKE SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS ER CEMENT LAP SIDING PER DEVELOPER W/ 5/40 CORNER TRIM BOARDS ER CEMENT PANEL SIDING W/ 1X3 BATTS AT 18" O.C. (VINYL BOARD AND BATTEN INGFIBER CEMENT TRIM OR EQUAL, U.N.O. SIZE AS NOTED E17 IFAUSE 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 WALIONG SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL LOT 69 Fyc Q"W FJ. Mm:� FIPON —�II,I,I'lll�l Ill - ill i I - ; lel�l-�I'I�I I III_ u ��I (1\__ W &QQR F v I aq Q1k T FLOOR F 7 TELL 1ST FLOOR r FRONT ELEVATION ILr 1/4' = 1'-0' AT 22'734' LAYOUT tlA" = 1'-0' AT 11"X 77'LAYOU! ,� REAR ELEVATION ILI ,/4" =1'-W AT 22"X34" LAYOUT 1/8' =1'-0' AT 1,"X 17" LAYOUT N 0 ASO I Ivs. UE DATE: 10.27.2023 FOR III11���� REVIEW REVISIONS: These drawings are the property of Starlight Homes and are rat to be utilized for construction, or copied in part or in whole without permission from the builder. ® 2023 Starlight Homes LAST REVISION LAST SAVED BY: a� og ti ¢a L a LLo � o U LL a� J a N W coo 0 J (n a i-- Cb O J IL SHEET N0: FL 5.9 CM 0 LOT 69] z z 8 PATIO WP/GFI 1 ACCO 0 5 ISSUE DATE: 10.27.2023 FOR REVIEW f WP1GFI -j WIC REVISIONS: FAMILY RM OWNER'S BED TV4 TV AN AS REQUIRED PER QU f3 A These drawings are the STATE ciA CL�AE- BUILDING property of Stariiijirt DISHWASHER Homes and are not to be utilized for construction, or DisposAL -T- 4 KITCHEN copied in part or in whole without permission from the bulkier. 0 2023 Starfight Homes MICROWAVE r-7• HVAC SERVICE PANEL L LAST REVISION STANDARD ELECTRICAL BOX HEIGHTS REGuPUMIP Ifr To LIGHT/ TOUGHT/ SIMITCH KEYLESSR 30A. ELEC. WATER HE, 'ER ABOVE SERVICE PANEL SIZE AND LOCATION LAST SAVED BY: GH IN TTI Ln GARAGE PER BUILDERS SPECIFICATIONS W&Lca AND LOCAL ELECTRIC METERS' fe TELEPHONE/ TELEVISION BED 3 ENTRY SERVICE BOX BED 2 I 1 DOOR OPENER WORCH ZUj T X 5 CL E: - - - - - - - - - S SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES — [NOTE EXTERIOR W.P. OUTLET REQUIRED NEAR A/C CONDENSER (NOT SHOWNI , OOVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN FIRST FLOOR PLANU 0 I!If4�1:� AT �Z�YOUT i�T AT I I* X 17- LAYOUT (D /4'=`!'-ATn" [YZ 1Ar AT 1 I'X 17"LAYOUT NOTES: LEGEND: PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. PROVIDE AND INSTALL ARC FAULT CIRCUIT41NTERRUPTERS (AFC4) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING S. cE P-- .—ORT) ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. - If Tay CiWIM0.GMAT CwURa�tE— @ FANILIGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED 'SUITABLE FOR WET OR DAMP LOCATIONS.- <W cEILNO FMWM NGWOESCENT • ELECTRICAL SYSTEMSARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE LED—�T- CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. t • 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 CIRCUIT414TERRUPTERS (GR) AS REQUIRED BY NATIONAL ELECTRICAL RENFgiClD JUNCTION ND! �E�AT OODE(NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. • w"LL -RcH FnuusT Farrt7cHr C NATION ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UP=UTOFF& • HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS t. TNRff-WAY a H • ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AiC UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. P� SHEET NO: • PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'Sa./,,,PoLT,grttr:T16 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS. UNITS MUST BE FL 6.9 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. II GENERAL FOUNDATION NOTES: - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCARE MATERIAL AWAY FROM BUILDING - TYPICAL - SLOPE GARAGE FLOOR US' PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT SLOCKOUT WITH GARAGE DOOR MANUFACTURER. • REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS. AND INFORMATION NOT SHOWN ON THIS PLAN. • PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND LOCATION. • VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. • VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 73/4" MAX AT INSWING DOORS. • TYP STOOP AT INSWINWLIDER DOORS: 3e" DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BILDING CODE) PROVIDE A SUP -RESISTANT FINISH. - FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 UNE OF SLAB ABOVE F2 UNE OF FRAMEDWALLABOVE LOT 70 9'4 12' 10'-0' 3 12' 4 PATIO SLAB g a W L. 4' MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER UNE. s v VERIFY ALL GRADE I NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALLLOAD PRIOR TO POURING BEARING WALLS OF CONCRETE c i V��, GARAGE SLA912REINFORCE PER LOCAL CODEAND ENGNEER'S SPEGFIONS 10'-7" 6 S• CURB AT EXTERIOR 4• 7-9"w a I m 4 GARAGE WALLS, SEE STRUCTURAL l I Fl I PORCH SLAB 1•-2• e 4 REINFORCE PER LOCAL I 12" 11'-T CODE AND ENGINEER'S SPEGFICATIONS 7 12' 7 12" r, SLAB PLAN 'B' 1/4"=1•-0' AT 2,Z LAYOUT 1B•= 1'•o" AT 11' X 1T LAYOUT - FOUNDATION WIDENS AT SITE SPECIFIC CONDITIONS ISSUE DATE: 10.27.2023 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. ® M3 Starlight Homes LAST REVISION LAST SAVED BY: �T X Z �p a W a a~ a ob O N SHEET NO: FL 0.1.1 C o i WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PUN 'RTTr 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 B PROTECTED WITH ONE (1) LAYER 12" GYPSUM BOARD. GARAGEMOUSE 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" SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1/2" GYPSUM BOARDONWALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS a ATTIC ACCESS URGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"I(2Y. FIRE RATED ACCESS AS NOTED. ATTIC ACCESS UDDER, VERIFY LOCATION AND SIZE WITH TRUSSES 25 12'X54' SUE 9 TEMPERED SAFETY GLASS 11 FIAIF WALL, HEIGHT AS NOTED 14 TUB.SHOYYER COMBO 18 SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT LOT 70 L4. VERIFY 2 R 19.8 LOCATION IN FIELD 4 I e SEE COMPOSITE SEE COMPOSITE DRAWINGS FOR DRAWINGS FOR I LOCATION OF LOCATION OF ADJACENT UNIT ADJACENT UNIT 7'-10" 1'-10" 2'-2' T-10" � SEE COMPOSITE DRAWINGS FOR 10'-0" LOCATION OF ADJACENT UNIT SECOND FLOOR PLAN ELEV 'B' 1/4" -1'-Or AT 22"X34" LAYOUT 1/e" -1•-W AT 11" X 17"LAYOUT LINE OF CUPPEC +/- 6'•4" WALL HI SEE COMPC_.. _ DRAWINGS FOR LOCATION OF ADJACENT UNIT _tu * 4 Ld d! y� M � c s J � O 'Q C4 Z V ISSUE DATE: LL 10.27.2023 FOR REVIEW REVISIONS: SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT These drawings are the property of Sta ftht Homes and are not to be utilized for ExInsinlction, or copied in part or in whole wOW permission from the builder. ® 2023 StarW Homes LAST REVISION LAST SAVED BY: S' LLa U� Q � m Z W IL aU) R o O � SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT r, FIRST FLOOR PLAN ELEV'B' 1/4' = 1'-0' AT 22%(34- LAYOUT 118' =1•-0" AT 11" X 1T LAYOUT 9'-412• PATIO 18'-10 MC 6'-2' 1/2' 4'-7,/2- 9 SH 3050 SH 6068 SG.D. SEE OPT. ATRIUM DOOR ON SHEET 1 / FL 121 FAMILY RM 9'•1" cLc N Vela HANDICAP P ACCESS _ = KITCHEN REF 0 O WH L SLL OP NO 11 UP ° NTRYz GARAGE IE -1"CLG. SOFFIT, SEE -el EXTERIOR ELEV -512• 3'-w PORCH — — — — 8070 SECTIONAL e'-1" 11'-7" 0 �FL1.2 `�1►tllllil///Is. W 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, GARAGEMOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAYER 1Z GYPSUM BOARD. GARAGE44OUSE SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER SW TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3V SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 112" 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 UYX%" SIZE 8 TEMPERED TEMPERED SAFETY GLASS it HALF WALL, HEIGHT AS NOTED 14 TUB -SHOWER COMBO 16 SLIDE -IN ELECTRICAL RANGE W1 HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN LOT 70 OPT. ATRIUM DOOR 114" = i'-0" AT 22"X34" LAYOUT 1B" = P-W AT 11"X 1 T LAYOUT SEE COMPOSITE DRAWINGS FOR LOCATION OF ADJACENT UNIT f -`rI� cL *" lit z a -tom qh tT �jAAy/�s` Z < o Ae 111Ioo- 1 ISSUE ATE OR 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 LAST SAVED BY: a $ 5^ o� ¢ G U (A T 0 ati � xO to Z .LLi (j) 0 J U. SHEET NO: FL 1.2.1 LOT 70 ROOF TR...s.,ER STRUCTURAL ENGINEER r' r-- o J 4L oQ Z ISSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: These drawings are the property of Starl4ht Homes and are not to be utilized for construction, or copied in part or in whole without permission from #is builder. ® 2023 Starlight Homes 2t:FLOOR PL "T LAST REVISION TBiREL.�4E FL ELR- _ 1311JQOgpL LAST SAVED BY: — 1STFLY ,SLFLOOR Fj[J. V VSIM T Q fD o W J C v rn QO 0 SHEET NO: FL 4.2 11 ROOF VENT CALC. ELEV. 'B' Name Area 1/900 RATIO AT HIGH 6. LOW 1/150 RATIO AT HIGH &LOW AREA 1 846 SF 202.96 it 405.92 irP 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 11300 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, THAT PROJECTIONS THAT ARE SEPARATED FROM CANTILEVERED DECORATIVE PROJECTIONS, AND ANY THE VENTING 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 9 PITCHED ROOFS AS NOTED. SHALL OCCUR TO THE REAR OF THE MAIN RIDGE. LOT 70 1 L r, ROOF PLAN 'B' 1/4' = 1'-0' AT 22'XI4" LAYOUr 1/8' = 1'•(" AT i 1" X 17"LAYOUT y�i S v Q O S IV d �- • ��I P�O� �, 1 E DATE: 10.27.2023 FOR IIIIIiiilt 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 LAST SAVED BY: a� 12 rc d �Q UOLL r ati m V Z W to n J Cl) LL a IL i— o GOO 0 SHEET NO: FL 5.13.1 C3 W J � � x a LOT 70 w '- z _ ---- rQ7� WP/GFI ®' PATIO o A/C COND. j a ISSUE DATE: I B wP caT 10.27.2023 FOR REVIEW — i WIC ® I CLG I REVISIONS: FAMILY RM OWNER'S 9'-I-CLG BED i...., \ 1 �.\ TV 8'=1"CLG. TV FAN AS \ . REQUIRED PER STATE AND LOCAL BUILDING ... �. These CODE- 1. / drawings are the / properly of Starlight DISHWASHER Homes and are not to be � a KITCHEN DlsPosAL utilized to corisinraion, or ` hlpart orinwhok z m _ ® - with permission from VP MICROWAVE the bulder.02023 aw $ € _ _ StatW Homes E g ... HYAC .'1 GF ___.. �a kg 4 PSERVIC ANEL LAST REVISION 05 o TO LL :SWITCH/ © IF O 2, . STANDARD ELECTRICAL BOX HEIGHTS \..._/ I 30A. ELEC. ..ABOVE �—l / swITCH -- SERVICE PANEL WATER HEATER BELOW \ KEYLESS _ _ SIZE AND LOCATION \ / l } I LAST SAVED BY: -- LIGHT IN ATTIC PER BUILDERS STIONS 1 \ GARAGE / AND LOCAL CODES — ELECTRIC METER 7� TELEVISION BEDL� SERVICE BOX ENTRY 9'-I-CLG. \I: ® ® . /; \ cDOO BED 2 / I �" GFIOOR\ � / OPENER \ o e'a"CLG. � e3$ ip WPlC�i / \ i scrVc+H vain 4 ease rwewer aawer >7 PORck , \I Rt Z € bs -- -- X W FL NOTE: EXTERIOR W.P. OUTLET REQUIRED NEAR AIC CONDENSER (NOT SHOWN) O SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES H OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN 'BI FIRST FLOOR PLAN IBI J r1 , 1/4" =1'-0" AT 22X34" LAYOUT = 1'-0" AT 11" X 1T LAYOUT 1/4" =1'-0" AT 22"X34" LAYOUT =110" AT 11" X 17'LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUTr4NNrERRUPTERS AS REQUIRED BY NATIONAL ELECTRICAL # pryLpr DNS ® cw (AFCI) CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. {� W°'tl° weAT�r+PaooPGFi OUPLexourtEr LXYw PocrUne Pr1G1BtlTrDa1 awns ryppype AoeouAM—PORT) - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. waAao-PAULrcnaP�arewawaen 1{'} wAuwuxrm wwarrEscarr n°vewaa:OerecraS ® wa0wRs0aowrera- - FANUGHTS IN WET/DAMP LOCATIONS SHALL BE LABLED "SUITABLE FOR WET OR DAMP LOCATIONS.' OUPIF](OVf1Ef ' T uaHT PORwe ca►EcreOwaaarrenv ce++� sA.' Nwoeacs'+* - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE ".M�0V'an &PPOFrn CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND PLACEMENT. * f>dv var y zf "yµpp wa BATfERr • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS AS REQUIRED BY BACX.p NATIONAL FIRE PROTECTION ASSOCIATION(NFPA) AND MEETING THE REQUIREMENTS OF ALL GDVLMIM CODES. O RENPORDEDANDTpN801f 0 ENIAr18TPANIYE—OEXIERONi TIEWAWTAT �® G.as a✓Pavwrnrvuvs - PROVIDE AND INSTALL GROUND FAULT CIRCUIT414TERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. # WA WMCH eauucr PANA1OrOcoNanArXv+ ® reur�loNe re HosE aee - ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPSICUTOFFS. (VENT TO eX1E M) © argpH - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. #a TWUMAY"ITc w, • 8 ELEc A�ereO wwAren srusour ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, AIC UNITS, ELECTRICAL PANELS, SANITARY SUMP PIT DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. } 4 Pair-wAv awrOH �uOr�S, FMT WW Mx ® v E�Omic pAraFi SHEET NO: - PROVIDE POWER, LIGHT AND SWITCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S , ww varAOe owner recto arssysaaa j D.DprEcr amrcH �{ -lI wAu scONce FL 6.2 - PROM AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. GENERAL FOUNDATION NOTES: • THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. - SLOPE ALL STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING - TYPICAL - SLOPE GARAGE FLOOR 1/e" PER FOOT TO GARAGE DOOR OPENING. - VERIFY CURB CUT BLOCKOUT WITH GARAGE DOOR MANUFACTURER. - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. - FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS REPORT FOR ANY SPECIFIC REQUIREMENTS. - REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS, CURB THICKNESS, AND INFORMATION NOT SHOWN ON THIS PLAN. " PLUMBING FIXTURES, VENT LOCATIONS, ETC. ARE APPROXIMATE. CONTRACTOR TO VERIFY COUNT AND - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. 7 314. MAX AT INSWING DOORS. -TYP STOOP AT INSWINGSLIDER DOORS: 36" DEEP BY THE WIDTH OF THE DOOR SERVED, MINIMUM. (PER 2020 FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SLIP -RESISTANT FINISH. FOR THE USE OF EXPOSED GAS WATER HEATERS IN THE GARAGE, PROTECT THE WATER HEATER WITH 3" DIA CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS IN MASTIC. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS FOUNDATION KEYNOTE LEGEND F1 .UNE OF SLAB ABOVE F2 JUNE OF FRAMED WALL ABOVE FOUNDATION WIDENS — AT SITE SPECIFIC CONDITIONS LOT 71 9-412" 10'-0" 312" a PATIO SLAB g�W e y @ 4. MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE FACE. GRADE BEAMS AND APPLIANCES ARE DIMENSIONED TO CENTER UNE. \ VERIFY ALL GRADE I NOTE: LOCATED GRADE BEAM LOCATIONS I UNDER ALLLOAD C PRIOR TO POURING BEARING WALLS OF CONCRETE g a WH J. -- GARAGE SLAB 91 - --- --- REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS �q _.-_........ _ F2 � a O �l 6'-7" 10'-7" 6• 6" CURB AT EXTERIOR WALLS, SEE STRUCTURAL 4-1 pGARAGE q e rn e f F7 PORCH SLAB rz• s'-o 11 6.4" REINFORCE PER LOCAL CODE AND ENGINEER'S SPECIFICATIONS 7 ,2" SLAB PLAN 'N' 1/4" = V-0" AT 22"X34" LAYOUT 1/6" = 1'-0" AT 11" X 17" LAYOUT ISSUE DATE: 10.27.2023 FOR REVIEW I REVISIONS: These drawings are the property of Starlight Homes and are not to be uthf¢ed for construction, Or copied in part or in whole without permission from the builder. ® 2023 Starlight Homes LAST REVISION LAST SAVED BY: SHEETNO: FL 0.1.10 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, GARAG—USE SEPARATION AT VERTICAL SURFACES SHALL 151 PROTECTED WITH ONE (1) LAYER Ir• GYPSUM BOARD. GARAGEMOUSE SEPARATION AT HORIZONTAL SURFACES SWILL BE PROTECTED WITH ONE 1 LAVER 5A7" TYPE •X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 "" SOUD CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 1r" 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 72"164' SIZE 9 TEMPERED SAFETY GLASS 11 HALF WALL, HEIGHT AS NOTED ,4 TUB -SHOWER COMBO ,8 SUDE-IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS 1 It 4.1 2" 19 a- 1 V-6 114' V-2 3/4" SEE COMPOSITE DRAWINGS FOR I 3050 3H 3050 SH LOCATION OF ADJACENT UNIT I 'EGRESS I 1 I 1 I I I OWNER'S WIC I I BED i e•,"cLG ; I I r I - I I I � I I O. BA I e-,"cLa ,o'rtrz• 2-41n• S � I � 2d88 DN A a42' 11 e C T-212" F-5 /2• 712' I 2468 " F 14 � HVAC 191� 4 I VANITY 1d 2�, BA 2 I� e•-," cL I _ _ u=j 2059 WIC , I — — — — — — — 0 24% I N I2468 I 3'-10" 4'-812' 5412' I BED 2 r BED 3 IS'•1^CLG. I I I 'EGRESS 'EGRESS SEE COMPOSITE 'I. T-10' �Ir-112'` '� T-10• DRAWINGS FOR I 9'-11 1? f �L1'-10 12• W-8 12• LOCATION OF ADJACENT UNIT r, SECOND FLOOR PLAN ELEV 'N' 1/4'=1'4r AT 2W3W LAYOUT U8•= 1'-0" AT 11•X 17'LAYOUT • •y O40 � __ I =tW - p SS am R REVISIONS: LOT 71 , L 4.1 R VERIFY r LOCATION W-41r" 10'-0" 3 t IN FIELD PATIO ^� g These drawings are the s•-r e•-,otrr a'-�,rr SEE COMPOSITE property of Starlight DRAWINGS FOR I 0 SH 3050 SH sose S-D. Homes and are nor to be LOCATION OF ADJACENT UNIT I SEE OPT. ATRIUM DOOR utilized for construction, or ON SHEET , / FL 1.11.1 copied in part or in whole ( without permission from the builder. ® 2023 Starlight Homes FAMILY RM 1r•,^ cLG LAST REVISION g I T-91,2-1 9'-912" 7-6 12 I c LAST SAVED BY: I N a LINE I / HANDICAP DI HANDICAP CUPPED CLQ ,Pg o ACCESS KITCHEN .I g O_ _O I q o WALL HT. vM i v 11 T , I- .4rit W XqT J I S, SLOPING fi - ® JU a g GARAGE J ILA - ENTRY I I soFFrc.SEE I 9 EXTERIOR ELEV 20 SH 2'-51/ T-W 2'-112" 4 IPORCH aoTO SECTIONAL SEE COMPOSITE 1'-r 6'd• 11^ I'411 6'-0" I'-01 DRAWINGS FOR LOCATION OF ADJACENT UNIT IV-8" SHEET NO: FIRST FLOOR PLAN ELEV'N' 1,W=V-WAT 1,"X Ir LAYOUT FL 1.11 1/4'=l'-'AT22XM LAYOUT WALL LEGEND FULL HEIGHT FULL HEIGHT 2X4 WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN T[^Tr 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 BI PROTECTED WITH ONE (1) LAYER 12" GYPSUM BOARD. GARAGEM - SEPARATION AT HORIZONTAL SURFACES SHALL BE PROTECTED WITH ONE 1 LAYER 5V TYPE "X" GYPSUM BOARD 2 HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 SAT" SOLID CORE DOOR OR APPROVED 20 MINUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. 12" GYPSUM BOARD ON WALLS ADD CEILING OF ENCLOSED ACCESSIBLE AREAS 8 ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EQUIPMENT BUT NOT LESS THAN 30"X22". FIRE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER, VERIFY LOCATION AND SIZE WITH TRUSSES 251/2"X54"SIZE 9 TEMPERED SAFETY GLASS HALF WALL, HEIGHTAS NOTED Ei4t 1r16 TU BO SLIDE -IN ELECTRICAL RANGE W/ HOOD AND MICRO ABV. VENT PER MANUFACTURER'S WRITTEN INSTRUCBSHOTIONSTK)NS LOT 71 10'-0" 3 12" PATIO 5'4r 4•"712" A 11 P OPT. ATRIUM DOOR 1/4" = 1'"0" AT 22"X34" LAYOUT V8" =1'-W AT 11"X 17" LAYOUT T ill O N � W ,d f I cc ":H ~ IbSUE DATE: 10.27.2023 FOR REVIEW REVISIONS: These drawings are the properly of Starlight Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ® 2(0 Starlight Homes LAST REVISION LAST SAVED BY: a 5� o� rc ti �o ULL Q ~ y Z a W J V/ a H J a QO O J U. SHEET NO: FL 1.11.1 1111111��� LOT 71 12 12 5� �5 ROOF TRUSSES PER STRUCTURAL ENGINEER zip Qogp OWNER'S BED 2 BED 2141) FLOOR FIN. FLR. — 1ST FLOOR PL. HT. — — — — — — — :...-....... — ]STFL. WQW. HT. ....... ............. .... w W ❑ _ \ ENTRY m FAMILY RM ...::::.... MAINTAIN MIN. .' 3 17R@0'-713/32" .___....... .................. 6-9" HEIGHT AT FRONT -- --- OF WATER CLOSET '...................................... -1ST FLOOR FIN. V BUILDING SECTION IN' 1W = T-0" AT 22")CW LAYOUT VS" = 1'-0' AT 11"X 17" LAYOUT v � � d0 Jacn �z DATE. 23 p REVIEW REVISIONS: These drawings are the property of Sta ftht Homes and are not to be utilized for construction, or copied in part or in whole without permission from the builder. ® 2023 Starkght Homes LAST REVISION LAST SAVED BY: ui $ i � O 3w � W a W (6 W O SHEET NO: FL 4.11 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER, HEIGHT AS NOTED E4 8" SOLDIER COURSE E5 ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT, SIZE AS NOTED ES 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/Ix4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT Is- O.C. (VINYL BOARD AND BATTEN SIDING IS 1X FIBER CEMENT TRIM OR EOUAL, U.N.O. SIZE AS NOTED E17 IFALSE WOODMNYL SHUTTERS, TYPE AS SHOWN, SIZE AS NOTED �0111:1Mi1 JALL WINDOWS WHOSE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72" ABOVE THE OUTSIDE WALIONG SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING OODETTH EDITION (2020) RESIDENTIAL RIGHT ELEVATION 'N' (EY1/4" = 1'-0" AT 22"X34" LAYOUT 1B" = 1'-0" AT 11"X Ir LAYOUT _ LOT 71 XM FIN. FO -& LOOR PL. HT. F�N'2✓� --&M—ll )OR FIN. FIR._& FRONT ELEVATION 'N' 1/4" = 1'-0" AT 22"X34" LAYOUT 1R" = 1'-O" AT 11"X 17" LAYOUT 12 - _ 71D FLOOR PW. ._ _. 2NQ-FL- WOV1 w bm § --- ....... ... -.._........ - El" i 2fD FLOOR FIN. F0--& -""-"-_-- 1ST FLOOR PL � 4 1 1s4T FL�FIry_FO REAR ELEVATION 'N' LJ 1/4" = 1'-0' AT 2TX34' LAYOUT 1/8" =1'-0' AT 11" X 17" LAYOUT O) Of = O :9 'Z CAM ti I E DATE: 10 23 FOR I IrEVIEW 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 LAST SAVED BY: ui $ d og rcv � o Vu Q � Z N W to o a~ > CS O LU W SHEET NO: FL 5.11 T ROOF VENT CALC. ELEV. 'N' Name Area 1/300 RATIOAT HIGH d LOW V150 RATIO AT HIGH 8 LOW AREA 1 848 SF 202.98 MR 405.92 in 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 11300 PRODUCT SELECTED BY OWNER. VERIFY WITH WEN A VAPOR BARRIER IS HAVING A TRANSMISSION RATE MANUFACTURER OF HIGH AND LOW VENTS TO NOT EXCEEDING [-PERM INSTALLED ON THE WARM -IN. BE USED FOR MINIMUM CALCULATED VENTS WINTER SIDE OF THE CEILING. REOUIRED. 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 RECOPIED 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 OF 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 CALCULATIONSSHOWN ABOVE, DOUBLE FRAMING PROJECTIONS THAT ARE SEPARATED PROVIDE CONTINUOUS T 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 71 KWA ROOF PLAN 'N' 1/4" = 1'-0" AT 22"X34" LAYOUT 1/S" = V-0" AT 1 V X 1T LAYOUT 1 ;'i ag 10.27.2023 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. ® = Sladight Homes LAST REVISION LAST SAVED BY: SHEET NO: FL 5.13.10 x �_ / N + I Q W LOT 711 1r, WP/GFl® PATIO —� A c A C cONo. I wP/GFT \ I 10 SUE DATE: FOR ................ — — _ _ REVIEW 11 / 3 WIC � REVISIONS: ® 811"CLG. FAMILY RM OWNER'S CLG. BED 8'-t"CLG, N FAN AS I TV REQUIRED PER !�A STATE AND LOCAL BUILDING G. . ` 3 CODE /-/ /- These drawings are the W On propertyof Stad'Ight not to be y < e DISHWASHERHomes and are for r@ KITCHENI: DISPOSAL utilized wllstnlCUon, or o I 4 cDpW In part or in Whole without from permission N T s \ ® Prp c1G MI the builder. ® 2023 Starlight Homes Vp Li LESERVICE LAST REVISION LG. ' Br TOLGHT/ REG. PUMP, IF REG.STANDARD LAST SAVED BY: ELECTRICAL BOX HEIGHTS TO LIGHT/ ABOVE ` 30A. ELEC. SWITCH I --- - SERVICE PANEL - 1 WATER HEATER / BELOW_...... '\ KEYLESS 512E AND LOCATION I I / - (., 3,d ATTIC i, SPECIFICATIONS SPEaFlC°ATIONS AND LOCAL CODES / .. I 1• GARAGE _ ._ ... — . ELECTRIC METER ..:.. :_{ i +'+ I " --y- \ TELEPHONE/ / TELEVISION $ BED 3 SERVICE BOX ENTRY ® ® \ I /CEILING\GR a BED 2 / \� I .,- OPEDNOEORR I V-t"CLG. YYY i // \ / ao cpeM�m 4 � SY 6VE—MET H YVPKiF1 �j., / I �Z/� s PORCH' I X 4e Z LU J U) NOTE: EXTERIOR W.P. OUTLET REOUIRED NEAR A/C CONDENSER SHOWN) Ii ra (NOT r SWITCH AND RECEPTACLE BOXES SWITCH AND RECEPTACLE BOXES OVER BATH CABINETS OVER KITCHEN CABINETS SECOND FLOOR PLAN INI FIRST FLOOR PLAN IN' GO O 1/4' =1' 0 AT 22 X34' LAYOUT = 1'-0' AT 11' X 1r LAYOUT 1/4' = 1'-W AT 22'XW LAYOUT = I'Ar AT 11' X 1r LAYOUT NOTES: LEGEND: - PROVIDE GROUNDING ELECTRICAL ROD PER LOCAL CODES. - PROVIDE AND INSTALL ARC FAULT CIRCUIT-INTERRUPTERS(AFCI) AS REQUIRED BY NATIONAL ELECTRICAL ouP�� 0F1 Ow�ElcounET ¢ GIXAIaMWMED INGWDEBCENT uaNr °°nuRE Q cNB:tEs °U&�� CFILNC FAN 1PDEOUA�°°OATj CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES.'°ROOF - ALL EXHAUST FANS SHALL HAVE BACKDRAFT DAMPERS. w �oiA4+cAULT cncun rnERwP1En FC} WIILLMWM®NCMOEBCIXF +iW 4A1aa: oEtEcroR ® - FANIIJGHTS IN WETiDAMP LOCATIONS SHALL BE LABLED'SUTABLE FOR WET OR DAMP LOCATIONS.' ouP<ExamEr � T COMECIED WIBI,TIERY CE�tK. FAN WfIN NCNOEBCBR - ELECTRICAL SYSTEMS ARE SHOWN FOR INTENT ONLY. THEE SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER I1 HALFbYAfCMW WPIDI OURET isa RECE66ED NCANOE6CEM LIGMFKIURE OR cEtMc MouNrEO�OFurunE /JIB V V (PIgVDE ADEWATE &WPONI) INSTALLATION AND PLACEMENT. ' v T cunsT vAPCR MI • PRaOF ® a cwuP�wieNr�Env - • PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND 002 DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. CAB WPPLY H VANE (NFPA) - PROVIDE AND INSTALL GROUND FAULT CIRCUIT4NTERRUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRICAL O �wFORCEa ARIC110N eoz Q ExHAUBr FAN ryENrro ExrERanl TNERMaBrAT CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. - ELECTRICAL CONTRACTOR TO PROVIDE i w�µO� T F cN, ® *aFn+o� re Nave eee REQUIRED DIRECT HOOK-UPS/CUTOFFS. WwToanERM ® TEaFv�or� - HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS. • #' 1HReE-wAV BwncN 8 wwAtER siueart ALL ELECTRICAL AND MECHANICAL EQUIPMENT (FURNACES, MC UNITS, ELECTRICAL PANELS, SANITARY SUMP ITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. - PROVIDE POWER, LIGHT AND SNATCH AS REQUIRED FOR ATTIC FURNACE PER CODE AND MANUFACTURER'S y $ 3 FCCRwAY sw;Tc �avvoLTABE aOLer , ® PwoReecENr ucNr FpRWE TECH NUB BYB'fEM EfECiiBC M_lER v EECRiC PA wAu SCONCE ♦ DI6CONNECTSWRCII SHEET N0: - PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AND CO2 DETECTORS. UNITS MUST BE t FL 6.11 HARDWIRED, INTERCONNECTED AND PROVIDE BATTERY BACKUP. A LOTB4 O LOT-4 9'S IIIIIII�I IIIIIIII�II 1IIIIIII�III IIIIII�III 5_i"1="_v_1s '" IIIIIII�II �.4i�_"- <���,a a�r� y1 �� �y vL v �9� 1 OEgyNT 38 P1L"E 6 ELwa�L"�LA 8K LAOL1N8ET�wa�'- IIIII IIIII IIIII IIII IIII � �i� _= —1o"'mN,31 t II , 312" t t�.$8tin'< i ' 1'S" q�a I 1 I f„- r. 41 l ,�ot2• r6rA eV , -• % re" II II�II II "'- - ' III��II -- I�I1IIIII -w°" I�IIIIIII gya gy1 g`8� IIII l: IIII pH` 185 '-0" " " 1'-I2 1'•2' "III 12 21` 116"�w 1V 0 i-2- 1" 23"�" 9'•1 '� 599'-'-e8�• '� - cm � W .J �. 401 eja4Frtt!•— oEr Igiu nh2 ISSUEDATE: h: 19'S 12129'-1" 10'-0512I 1210'-0" 12'12 12' 0'-0" '-110'-0" 512 -012010.27.2022 F 12" 910'• 312'N Iva tPATIOSLAB PATIOSLAB SLABg PATIO o the PATIOSLABPATIO are not to be PPLAN1386 PLAN ¢edforonscn eo r cop LOT69 PAN138T71 whout permison from ELEVLR ELEVN the bude. ® 2023 LOT70 Staright Homes ELEVB LAST REVISION LAST SAVED BY:WH W wl 10'•712" va XGARAGE GARAGE GARAGE WSLAB SLAB SLAB w 0J wa JL Li w 'I F L bi SHEET NO: t" t-0AT29LAYOUT 118" = 1'-0" AT 11' (1T LAYOUTA0.1.1 aoG4jU0� �iUOLL O z NOTES: FIRE PARTITION/ - REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL — — — 2- HOUR DWELLING SEPERATK7N WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW -WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION FIRST FLOOR PLAN 8-PLEX llr = 1"; AT 22 X* LAYOUT 1,W - 1'-M AT 1 P X 17- LAYOUT Td TRANSFORMER -ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK K T Ito y s Z 19 _ Hwings are the property of Starlight Hofnes and are rat to be uW¢edfor conmudon,or copied in part or in whole without permission trom the builder. ® 2023 Starlight Homes LAST REVISION LAST SAVED BY: a8 g€ 03 ac LLc z� V W U� T a� J ob x Z J W to a aP 8 06J y a� U. SHEET NO: A1.1 NOTES: FIRE PARTITION/ FIRE BARRIER LEGEND � •�` '' � iD� • REFER TOFlREPROTECTIONSHEETSWRALLTYPICALFlRE I I PROTECTION DETAILS. REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 2•HOUR DWELLING LOT 84 I LATE i LOT OT O7 7 7 OT 71 TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. SEPERATION WALL - THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O -WATER CONNECTION I I REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. SEWER CONNECTION BUILDING KEY 159'A• r l ta• r l ta•�• r l r ts••s• r l ta•-a• r l r te•-e• I 1 I I I I �� _• ty • I I I I I PLAN 1386 � PLAN 1386 PLAN 1386 LOT 67 1 1 PLAN 1386 LOT 69 PLAN 1386 LOT 71 ELEV AR 1 LOT 68 ELEV LR LOT 70 ELEV N 1 1 ELEV K ELEV B 1 1 4-GANG METER I 4 i WH �� ( / N s I } 1 1 I 1 1 O 1 I I 1 I O ® I I O ® I 1 I I I I z• I ta•-s• 1 I ts'a• I r ts•-a• I ta•�• I ta•-s^ tss•-e^ r z• r r 2^ z z• r, FIRST FLOOR PLAN 8-PLEX 1/4^ = 1'-a' AT 2rXSd' LAYOUT 1/e" = 1'-a^ AT t 1• X 1 T LAYOUr 'ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK C.r� w I �. I Q 1-- ISSUE DATE: 11 .27.2022 41 s are the 1 starlight es and are not to be ull¢ed for constnation, or copied in part or in whale without permissbn from the builder. ® 2023 Starlght Homes LAST REVISION LAST SAVED BY: (S1 i U W J x G[ aO 8 J N ILL SHEET NO: A1.1.1 M N O N 0 M NOTES: FIRE PARTITION/ I " ' I I CD N • REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAILS OT OT OT OT OT OT 69 LOT 70 LOT 71 J i • REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL 6EPERATION WALL 2• HOUR W ON I I S TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. OW • WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS ® -SEWER CONNECTION BUILDING ITV Cn ISSUE DATE: 1�s e^ ♦ ♦� 11 7.2022 F 19•A• z 1 1s•-e• r i z• 19•A• r i r 19'-S^ r 1 1e'-e^ z• 1 z• I�s� p I I I 1 I I • �.%•, I I I 1 I I **us I 1 I I N•`� (� I I Q a I 1 I§ § I �• •O es and are rM to be 1 I1mized for conouction, or MMWPLAN 1386 PLAN 1386 jmm from '"P�anwhDL i ; LOT 65 LOT 67 1 thebu ® 2023 PLAN 1386 PLAN 1386 1 PLAN 1386 sight Homes i LOT 64 ELEV KR LOT 66 ELEV AR LOT 68 LAST REVISION ELEV OR ELEV M 1 ELEV K LAST SAVED BY: o � � o ___ __ - - �`Y' -i \//• _.._._ __ -._ --ice $o --' uj . Li 01) -. Z � a 1 W cc J O O o z 1 O 1 W 1 y 1 1 1 1 I I I 1 I I I I I 1 1 I ,9'-0' I 19'-0• I 19'A' 2• 1 191-0" 1 1P•-S• I 2" 159'B SHEET NO: SECOND FLOOR PLAN 8-PLEX 1/4" - 1'-0' AT 2Z%U" LAYOUT IV =1'•0• AT i 1^ X 17• LAYOUT A2.1 C" c.G Q tV NOTES: FIRE PARTITION/ FIRE BARRIER LEGEND REFER PROTECTION SHEETS FOR ALL TYPICAL FIRE _/� V W N ETA PROTECTION DETAILS. 2- HOUATION W LL TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. low f I=REFER O C� I THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. - WATER CONNECTIONREFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS ANDPAD HEIGHTS -SEWER CONNECTION 15g$ ISSUE DATE ' r l 19•A• z• I z• 79•�• r l Is•�• r l s•-6• r l z• ,a•�• 11 i 7.20?2 tt ```�{i{{ I 1 I 0121 , I 1 I I I I : y � I � I I I I 'sue o r• 1 --- — Z ,i 1 - — ---- /fil ♦are the 1 t III) of Starlight Homes and are not PLAN 1386 j PLAN 1386 PLAN 1386 construction, , utilized n pan r in whole copied n pan or in whole % LOT 67 PLAN 1386 LOT 69 PLAN 1386 LOT 71 '\ without permission from ELEV AR LOT 68 ' , ELEV LR LOT 70 '\ ELEV N the builder. ® 2023 Starlight Homes 1 ELEV K ,� ELEV B ��� LAST REVISION LAST SAVED BY: I 3 LI J J i 3 is C Z_... o -�—.� — f o - ii LL co a W IL 1 p o dH i �J� z 1 U W 1 N 1 1 1 1 I I 2- 2' 2' SECOND ,� FLOOR PLAN 8-PLEX SHEET NO: t/4'-1'-0• AT;?Z LAYOUT IV= 1'49• AT 11• X IT LAYOUT A2.1.1 c*) CV C= CV Qa _ av 7 •C#3 Z M ;tu ..� I 1 I I I I i wl i i i i 44° arethe ht Homes and are not to be utilized for constnwfion, or copied in part or in whole withoW permission from the builder. ® 2023 Starlight Homes LAST REVISION LAST SAVED BY: w� i u ¢� O LL T W Q ti ab W z PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 i PLAN 1386 d a LOT 67 1 LOT 68 LOT 69 LOT 70 LOT 71 ap O > LU ELEV AR 1 ELEV K ELEV LR I ELEV B I ELEV N J w FRONT ELEVATION 8-PLEX L! 1/4"=1A' AT 2YXS4'LAYOUT 1/S"=11('AT11'X1TLAY0UT SHEET NO: A5.1.1 cn N O N F �-, ,C4 C" N O N cro Z WORM cdom S/4' TRM W. am M V) PULL LAP cam to. dTFJ FA INS Kn"m FRONT CoORICIR CORNER BOARD DETAIL 6ALVAHI�TRU55DRIP ED6E�4 SUBALUMW FASCAOVER 40A SUB-FGFIAN%JJ SOFFIT GIW�BLL"M EEO FNW FLAT SOFFIT DETAIL HIP ROOF A 24 SUB PRm-MARJF. FASCIATIMIS BALVAN� DRIP EDGE4 SM BD. OR ALUMNUM FASCAAME f(SEE BD. TRIM OVER SUB-FASCA OHANELCHANB EXTERILIMINM SOFFIT FTN5H HIP SOFFIT HARDIE FASCIA DETAIL B SINBLE I° tm W. -TRIM SIDIM ON BAOIMR W. pRyvv PURRINS JAMB DETAIL 6ALVAN M 2x4 50 p" EDGE FASCIA PRE-MARF. AU"W FASCIA TRW OVER SUB+ASM EKIfRIOR OJK-L r FN5H ( ELEVJ J GHANEL IT/PJ ALUM1101 SOFFIT &ABLE SOFFIT HARDIE D FASCIA DETAIL 6ALVAHIM 20 90 me EDGE FAWA PRE•MAN1F. ALUMMIM FASCA TIM OVER S&fA%IA 5/4 5YN W. OR MWE W. TRIM J CHMfa 1L (SEE ELEV. FOR r"j ELEVJ EXPOSURE ONDISION) ALUMNUM SOFFIT EXTERIOR FINISH 6ABLE SOFFIT HARDIE FASCIA DETAIL Su PAN M."N 6 MBeRMl OR J" Su AWMT SEALANT SEALANT MAMSE gLy AT SILL 5WKER W. M P.T. DAM aaHIW Tw 2c4 SILL TRIM WATHER U7 GYP. BD. BEER •2 �� BARRIER 01 SFEATHINS BOARD AND BATTEN SIOINS WALL SILL DETAIL ,MISS 6ALVAHIZED _ DRIP EDGE J GHANB ALUMNIM FASCA OVER SUB-FASCA A SUB (SEE FLEW FASCA ALUM M SOFFIT J GNANEL EXTERIOR FINISH RAKED SOFFIT DETAIL HIP ROOF � rvw 214 SUB TRW FASCIA 6ALVAN= MIP EDGEGNNB SYN W. OR ALUMNUM FASCIA KA TRME OVERSUBfASVA2fwE ELEV. FOR M. . POSURE DMEN5M IMNUM SOFFIT J GNANfJ FM HIP SOFFIT HARDIE FASCIA DETAIL K � o" W. !T SECOND PIECE SEALANT NAIL FIRST PIECE AT TOP 24:: OVEIWAND BOTTOM WtAP SLIPS PAPBt SFEATHN6 STEP I LENDER TW06PIE6E �STEP2 PLAEMMS TTJ>lIILA110110F0lIRA1101gMAT1-1IMIM IN&RAM1111111LWNNlRYY WAAIRfdNMNNMI TI! MRAL PLMBlN014D LP►N7VIlt 11! 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THIS WILL MAKE A 'RAP' THAT PALL BE USED TO LOVER THE WAD R MMS, ON EACH SIM.AMB�E. B. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS B. THE JAMBLASHFLASHIN6 4' ABOVE THE ROUGH OPBNIN6 ANDIDE. 8' BELOW THE ROUSH OPENING. IN STEP 6. & INSTALL AS CORNER SHIELD FLASHING (FASTEN WITH MOISTOP SEALANT SPEGIFIGATION5. OR G. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS G. INSTALL 51LRNERL WRAP (MUST COMPLETELY COVER ROUGH OPENING $ILL SFWIFIGATIONS. ANGLUOING COSHIELDS) 1,aw 'FLAP' SAP/ WAD I Lla JAM ILAS 5ILL 191Mme McES0H1 nAHIeE INDOHI MJ1eI" METWW'A4' INDOIi KM" hI WW'M' WNDON M.&&" METHOD'M' O B. INSTALL XTDID THE D MAWNS SF OVER INS 6' BEYOND THE ROUSH OPENING ON EACH WE O A. ALLOW THE BILDM6 PAPER RAP TO DRAPE OVER THE HEAD M ASMNG. CD BUILDIMYPNEATH RE ISTANT TAPE OVER THE 45' ANGLE GUT ON THE B. ON INSIDE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM H I NDON FLA5H I NO AND WRAP DETA I L5 MM AYHBR MT E !STALLED No mwm LAPS A10 fIDVOE ADEfiNTE FADIELTION FOR O?Ba165 - - - - -- - I - I II II DRIP FLASHING N115T BE Ii iI i INSTALLED TO DIVmT WATER, I II II I KNDOW I II II I II IIWof MST OW TO PLYMIMMM 2.OHERLIW � — — — — —L J I REQUIRED 805 HBST LAP F1pM 6' Aip fE SEALED A5 OWNED DY NWPALTIMIR TO AUAN MOM TO BE OIMW TO TIE On5DE SIEAa L jillilla n weft I ofmffw Homes erd arenol to be WkW for om *uodm or coped In pail or in whale WNW pw iesion fmm 36Wpllt Homes LAST REVISION LAST SAVED BY: ui 1s QG Z U' Q LL 0 S 8LL an"Samas Nraas.sm am" rsro om « OR mRsrowra mR.mmr HMMNW CD CAR Nara ~ W THAT Z - — w PLAS"a smmsw M TAPE m J Tn DNball� ammaa6eSw o SE4=m ewr®.mmrwL � s zMAD" OYMTGraUP WwEw•arenearssw W maaws 71 Q R it=m IRK RCTRAMW arCALK — — smeaaraasw LEAVE A w• Mr WHM r mgm=..mmWL rK mTSNa rpAr rLAMM AO Soam MAW AS — — —u— SHOW DO wr CAULK 1109e N RMRrOaami", areMmmar DATE• - tprR% emTM ruerrcwwacraro MmawwLOW am m% � wlwaramessAa FFOMYrnoaa Noteee reearacMK wammmemm '°'" r� ty smr nsrsanaa as a sans — — — arwmem TM Wsws,swssesa wmmama REVI Nereeaa Rwaaa ' `" � TO 510IN6 / TRIM AT H05E BIB YARJM r + ur smEm .9NAm N SVMOR SCAM A Aso rATM _ raw go arr Rase so BRAT: PLAN" 510IN6 / TRIM AT ELECTRIC METER BOX MW STA =STW n grA Mrm z rLASHM BIIOIIQt Ib hbinet and 8ro nolb be r n.sw arse wr sva NAwr m a alined for oontruc6on, or A ° M. 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Atw a soma OR soAM AM SATTmr wssw.smemmaa samaoaamr %M ND: D-3 510IN6 / TRIM AT ELECTRICAL OUTLET 2' TO 4' LAP AT HORIZONTAL JOINT / / I Ir— / I / I I I SHEATHING II I I I VINVOK II I I I II I I I II I I I I -GUT I I I 1HaJ5ErRAP� OPENINGS SHEATHING HRAP (BUILDING PAPER ( ( I ARw�I TO z' BELOW BOTTOM I I OF %EATHINN j I / 4' TO b' LAP �AT VERTICAL JOINT \\ 2' TO 4' LAP AT HORIZONTAL JOINT I I I I I II I I II I I II I I I \ / BUILDING PAPER 7 I / I / / / L/ \ / ALWAYS WRAP \ 12- CORNERS 12' MIN. 5HEATH I NG WRAP DETA I L INTERIOR DOOR ROUGH OPENING SIZING CHART DOOR DOOR CALL ROUGH OPENING ROUGH OPENING DOOR DOOR TYPE SIZE ON WIDTH DETERMINED BY HE16W DETERMINED BY R.O. R.O. SINGLE WIDTH x 6-8 OR INCHES TO THE INCHES TO THE 82-1/2" 98-1/2" DOOR WIDTH x 8-0 WIDTH OF THE CALL SIZE HEIGHT OF THE CALL SIZE WIDTH x 6-8 WIDTH EQUALS THE ADDING 3 INCHES DOUBLE 5I-PA55 OR CALL SIZE WIDTH TO THE HEIGHT OF 83' 99' WIDTH x 8-O THE CALL 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" 98-1 WIDTH x 8-O CALL 51ZE THE CALL 51ZE DOUBLE WITH WIDTH x 64 ADDING 3 INCHES TO ADDING 2 1/2 INCHES �.. T-ASTRAGAL OR THE WIDTH OF THE TO THE HEIGHT OF 82-1/2' 98-I WIDTH x 6-0 CALL 51ZE THE CALL 51ZE SINGLE POCKET WIDTH x 6-8 ADDINS, 2 INCHES TO ADDING 3 1/2 INCHES OR 2x TO THE HEIGHT OF 83-1/2" 99-I DOOR WIDTH x 8-O THE WIDTH OF THE THE CALL SIZE DOUBLE POCKET WIDTH x b-8 INCHES TO 4x THE ADDING 3 1/2 INCHES DOOR OR WIDTH x 8-O IWIDTH OF THE CALL TO THE HEIGHT OF THE CALL 51ZE 53-1/2' 99-1/2" Nri h N p ADD 2" WIDTH EQUALS p ADD 2 1/2" ADD 3" SINGLE DOUBLE BI-PASS DOUBLE BALL CATCH DOUBLE W/ T-ASTRI&AL ADD 2' 1 ADD 1 3/4" n ICOAMLL IOPAMLL' I I CALL 4 CALL GALL CALL 4 SIZE SIZE 51ZE SIZE SIZE SIZE 51NC7LE POCKET DOUBLE POCKET INT. DOOR ROU5 H-OPEN I NC 51 Z I NC CHART Hlomei and #n rdto be u&W for amrtru*m or WNW ppennialm tram ftb*W.0= swwwm LAST REVISION LAST SAVED BY: a I _0 x 600 AMP SERVICE / (4}150 AMP MAIN TENANT BREAKERS ENTRANCE RATED _ (1F100 AMP MAIN HOUSE PANEL W J i O1 O1 #1 02 #3 #4 HOUSE _ Q 120 20V 01 01 32CIR 32CIR -CIR-CIR 12 CIR MLO MLO MLO MLO MLO PANEL PANEL PANEL PANEL HOUSE 0+ PANEL ISSUE DATE: �jjgjQj.j6.2023 JL (BY 2- 2"PVc OTHERS WARE BY OTHERS PVC CU (3) 2/0 ALUM (1)#4 CU (3) #1 ALUM ��yI I I �Z I Stu I • I I I � J-LI 2 OILLVRODS I �� !11 ale the 9M #zcU mes and are not to be dllzed for construction, Or NOTE: ELECTRICAL PANEL DIAGRAM IS FOR SCHEMATIC I copied in part or in whole PURPOSES ONLY. ALL INFORMATION SHOWN WAS PROVIDED BY THE ELECTRICAL INSTALLER AND MUST BE I I without per num from VERIFIED IN FIELD TO MEET ALL APPLICABLE REQUIREMENTS THE the buider" 02023 OF 2017 NATIONAL ELECTRICAL CODE. I r I ,�[t Starlight Homes LAST REVISION 8-UNIT ELECTRICAL PANEL DIAGRAM ; 11�; \���� I 1112" DETAIL 1 O 1' = 1'-0" AT 22"X34' LAYOUT =1b" AT 11" X 17" LAYOUT 3 I I I I I I I I I I I I LAST SAVED BY: 600 AMP SERVICE / (4)-750 AMP MAIN TENANT BREAKERS I I � ENTRANCE RATED ,�c r #5 #6 #7 #8 010, `1hc - 120 P 240V 32 CIR 32 CIR 32 CIR 32 CIR 10 MLO MLO MLO MUD 010, PANEL PANEL PANEL PANEL 5 O�OO �O i N PPJ J (2) 3" PVC BY OTHERS 7 PVC (1)#4CU fL Q WARE BY OTHERS (3) 2/0 ALUM W W G 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. PLUMBING RISER DIAGRAM 3" = 1'-0" AT 22"X34' LAYOUT = 1'-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. 8-UNIT ELECTRICAL PANEL DIAGRAM SHEET NO: DETAIL 2 I: = 1'-0" AT 22"X34" LAYOUT = 1'-0" AT 11" X 17" LAYOUT D-5 BULDN4OODE. FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION (2020) MINIMUM ROOF LOADND: TOP CHORD LIVE LOAD: LESS THAN 4N2 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 MANUFACTURER'S WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRS SWUNG DOOR_30 PSF ATTIC LOAD CONCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERMNG BUILDING CODE SECTIONS: FBC4t301.5 OR FBC 18D7.1 BOTTOM CHORD DEAD LOAD 10 PSF M M&MM FLOORLOADN& TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS 00 PSF STARS 40 PSF DECKS 40 PSF BALCONIES (LESS THIN 100 SF) 80 PSF RALCONIE6 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 2313NNCH OSS SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED IN THE TCRA 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 JOISTITRUSS SPACING LESS THAN 244NCHES O.C.. CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GMAT DS AND HANDRABS: CONTINUOUS LOAD 60 PLF MAXIMUM POINT LOAD_200 LBS IN -FILL COMPONENTS 50 PUP DEFLECTION IA ITERIA'. ROOF RAFTERS/TRUSSES LIVE LOAD L1240 TOTAL LOAD L1240 FLOOR JOISTS/TRUSSES LIVE LOAD_L 1300 (REFER TO NOTE 3) TOTAL LOAD 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 1300 WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS WITH FLEXIBLE FINISHES 1-I180 DFFERE RUL DEFLEC80r! THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24" O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L / M. 0.20" MAX DIFFERENTIAL DEFLECTION TOTAL LOAD L / IM.. o27" MAX( DIFFERENTIAL DEFLECTION FLOOR JOISTS/TRUSSES SPACED AT 24' O.C. LIVE LOAD L 1380: OAT MAX DIFFERENTIAL DEFLECTION TOTAL LOAD_L 1240: 0.20' MAX DIFFERENTIAL DEFLECTION ABNBNM1TWAAS AS. ANCHOR BOLT A/C AIR CONDITIONER INT. INTERIOR AF.F ABOVE FINISHED FLOOR MAX. MAXIMUM AH.U. AIR-NANDLER UNIT MCD MONTA CONSULTING S DESIGN ALT. ALTERNATE MIN. MINIMUM AT.R. ALL THREAD ROD MONO. MONOLITHIC BCDL. BOTTOM CHORD DEAD LOAD MP MILLION POUNDS / SQUARE INCH BRG. BEARING NO. NUMBER CANT, CANTILEVER N.T.S. NOT TO SCALE L CENTER LINE O.C. ON CENTER C.J. CONTROLJOINT OPT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DUL DIAMETER PSI POUNDS PER SQUARE INCH EA. EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REDO REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH WAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE SIM. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SQ. FT. SQUAREFOOT/FEET FND. FOUNDATION SUB SUB -CONTRACTOR 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 T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL O.C. GENERAL CONTRACTOR TRANS. TRANSOM G.T. GIRDER TRUSS TYP. TYPICAL GYP, GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HOT. HEIGHT NM WITH HORIZ. HORIZONTAL 1A1AF WELDED WIRE FABRIC I.L.O. IN LIEU OF WIND DESIGN CRRBRIA ASCE 7-18, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, Ah EDITION (2D2D) MD OFJDGU REO RISK CATEGORY BUILDING TYPE VB NAND SPEED (ULTIMATE) 139 IIIPII WIND SPEED (ALLOWABLE) JOB RIPh NAND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0.28 MAXIMUM MEAN ROOF HEIGHT 30 R VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 413 PM ZONE 4 8 = 4 FEET FROM ALL EXTERIOR ZONE 5 CORNERS PER FBC-R301.2(7) COMPOWATAM CLADDM DESNiN PRE WINDOWS AND DOORS EFFECTIVE WIND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0-19te ♦292 -31J +29.2 -39.1 20.49It2 +27.9 -30A +27.9 .365 50.981f +262 -28.7 +26.2 -33.0 100.19812 +24.9 -27.3 +24.9 -30.4 200- W +23.5 -26.0 +23.5 -27.8 7'd x 9'47' GARAGE DOOR +25.7 -29.1 7'4T x 19-M GARAGE DOOR +24.6 -273 SOFFIT PRESSURES +29.2 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1.97 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: MINIMUM IOR ALTERNATE EAVEIRIDGE NTERIOR I-u ROOF PITCH 2, SPAN MINIMUM NAIL NG NAIL SPACING SPACING �� RATING THICKNESS TYPE IELD) TYPE (EDGE/FIELD) (EDGE/FIELD) 4112&LESS 32/26 15/32' RSRS-01 M 0.131"x3" 4/6 6/6 %R112& GREATER 'RSRS-016 0.131'x3" 4/6 6/6 RECOMMENDED 40/20 19132" RSRS-03RSRS-060r 616 6/6 0.131"x3" 4/6 6/6 (ALL PITCHES) Fg ALTERNATIVE 32/16 15/32" RSRS-01 6/6 6/6 0.131"x3" 4/6 6/6 IF PERMITTED) 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FBC-R SECTION RNDI A AND DOES NOT MATCH THOSE OUTLINED IN SECTION R8032 CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSB OR PLYWOOD vvvvvvvvvvv (MINIMUM 3-PLY) CONSTRUCTION IS PERMUTED. FOR TILE & METAL ROOFS. PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN - - SPECIFICATKXNS. --- - 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE SHINGLE MANUFACTURER5 WRITTEN SPECIFICATIONS. 3. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CUPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CUPS TO BE SPACED NO a MORE THAN 2A' O.C. 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH a LESS THAN OR EQUAL TO 4112. THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4 / 12 PITCH FOR THE ENTIRE STRUCTURE. 5. THE'EAVE/RIDGE"ZONE IS MEASURED 4 FEET FROM THE PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. 6. EDGE = NAIL SPACING ALONG PANEL EDGES. = INTERIOR ZONE 7. FIELD = NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE ® EAVE / RIDGE ZONE PANEL FIELD. e. RSRS-01, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALL THE SPECIFICATIONS IN ASTM FISS7. EAVES AND RIDGES a 9. 0.131' X 3" SMOOTH SHANK NAILS TINY BE USED IF NOTED IN PER FBC-R301.2(7) t� THE ROOF SHEATHING AND NAILING TABLE. 'N.P." INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TBE ROOFS, 1. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY NMEN PERMITTED BY THE MANUFACTURER'S 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 7116' OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAV BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (1)-ROW0131'x 2-12 NAILS AT 3' O.C. AT EDGES AND e' O.C. IN THE FIELD. INSTALL MIN. 2,4 SVP82 BLOCKING AT ALL SHEATHING JOINTS. EKTBUOR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131' x 2-10 OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EOUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A753. APA RATED SHEATHM WM: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE 2x4 SYP D. NAILED AT EACH END WITH (3)-0.131" x 3" TOE-NULS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERADWAETER/ LENGTH HEADDWAETER Sd 0.131" x 2j' .281" 10d 0.148' x 3" .317 .131"x3"GUNNAIL 0.131"x3" .281' 12d L ted SINKER 0.148" x 3J' .312" 18d 0.1ar x 3? .3w ((RSR"I)R:NNG SHAN 0 RSR-0G 31x22 .22887 ' (RSRS-04) RING SHANK I D120" x 3" .281" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2 CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS RED. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER ITS BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1867. INDEX OF DRAWINGS I SHEET I SHEET TITLE I S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 NOT USED S5 FIRST FLOOR FRAMIN( S5.1 FIRST FLOOR FRAMIN( S5.2 NOTES & CONNECTOR S5.3 ROOF FRAMING PLAN S5.4 ROOF FRAMING PLAN S6 MODEL SPECIFIC DEV SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS SD6 PARTY WALL DETAILS SD7 PARTY WALL DETAILS SD8 PARTY WALL DETAILS PW1 U373' WALL ASSEMBLY PW2 U336 WALL ASSEMBLY I PW3 NOT USED PW5 V344 WALL ASSEMBLY SDWC SDWC DETAILS SDWF SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES I NUMBER I DATE I DESCRIPTION I INITIALS It 2/27/2023 I CREATED &UNIT BUILDING TYPE W PER TYTH-BLDG 3 (BFS) 9/5/2023 APPLIED ARCH UPDATED "NIT BUILDING TYPE W REVISING PATIO TO 4'-U' PER TYTH-BLDG 15 a � a z O LL O O O LL O OCGIEOL: Cr Q Ww JOB NIA STAR-18847 f LONE: AS INDICATED HIE: 1102GM3 S1 M N 0 0-2 4W�I O Z 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. FOUN DATIONS 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 SEARING CAPACITY 2OW PSF TMUM TREATRMT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL UST OF REQUIREMENTS 111911TIlICT STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM AS15: AREFER 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 MASONRYVWALL 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 MOOS REDD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GPPDE40 GRADE SO BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' -B- 'C 'D' "A• "B' I 'C I 'D" MASON 'D' CONCRETE R3 2-1/4' 4-12' 6' 15" 2-1/4" 412" a" 15 18' N4 7 6• G 20' 3' W 6' 20' 24• is 3-3W 7-12' 6' 25 33M' 7-12' C 2S 3D' #B 412' 9' 412' 87 5-114" IDA0 T 41' S11C 10-12" 7" 1 SY 53' o -•I Ll p=2)V U J 84=2XF #5=2W #6=3" n=3Xl 4• LAB STANDADSr HOOK BrAMOARD 1tl'IIOd( CAST N PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 25M PSI. A SLUMP OF W PLUS OR MINUS 1". AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.59. 2. WELDED WIRE FABRIC SMALL CONFORM TO ASTM A-W FOR SeftWIA".4 WAIF SHALL BE UPPED AT LEAST W & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE WTIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN UEU OF WWAF. 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 MDOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. 5. SUB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER US OF THE SLAB. 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C90, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (fm) OF 20M 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 3M4NCH 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 REMFORCEMENTAT 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-17 U.N.O. VERTICALLY. TIES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL; USE RESAR POSITIONERS IN MIDDLE OF WALL 7. NO NON-STRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS. S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. 9. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-DEGREE HOOK INTO THE FOOTING REINFORCEMENT. 10. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 6112-16). 12. HEAD MORTAR JOINTS AT PRECAST W NDOW SILLS TO BE NO MORE THAN t INCH. 13. MASONRY ROUGH OPENING TOLERANCES - I TO ♦ 1)? 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 PURRING STRIPS WHEN REQUIRED TO BE MAX. ZX P.T. ATTACHED TO CMU W MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W MIN. 1.1/4• EMBEDMENT OR 1/4' TAPCON W MIN. 1-12' EMBEDMENT Q Is- O.C. MEASURED VERTICALLY AND 4- FROM ENDS, 2X FURRING TO BE INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS OR 0 MAX 24" O.C. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSIIAM "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION-, LATEST EDITION.(NDS) 2 LUMBER DENOTED A8 SPF82 OR SPFHN2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No .I/No.Z. BY NLGA OR BETTER. 3. LUMBER DENOTED AS SYPN2 SHALL BE SOUTHERN YELLOW PINE VISUALLY GRADED W 2' BY SPIS, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2- OR BETTER, REGARDLESS OF SPECIES. U.N.O.ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPFH/N2 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 WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19%OR LESS). U.N.O. ALL. WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS, 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DW. SMALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1' IN DIA WITH SIMPSON KSS2 STUD FOR PLUMBING LINES, ETC. SHALL BE REPAIRED SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACO-C, ACO-D, CBA-A OR CA-S REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SIX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD $HALL NOT BE IN DIRECT CONTACT WTH 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 18' O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NOWBEARING WALLS: FRAME STUDS o 24" O.C. W SINGLE TOP AND BOTTOM PLATE. LEAVE I-IrZ GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON OTC CLIP OR 2x4 SYP No. 2 BLOCKING WITH (2)- 0.131' x 3' NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING 80 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: GENES NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED S ENGINEERED BY FLOOR JOISTRRUSS CO. 2 REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF UGHTV EIGHT CONCRETE OR SELF LEVELING CONCRETE IS REO. CONTACT E.O.R. ALONG WITH TRUSS 00. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. S. G.CJBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WTH DIMENSIONS NOT SHOWN HERE. FLOOR BHEATHM NOTES FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 23W OSB MIN. APA (4824) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NANJNG 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 DRVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 4' ON EDGES AND 17 IN FIELD. ENONIEEM LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSIAWC NATIONALDESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS DEFINED BY NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NDS SECTION 5.1. VALUES AS FOLLOWS: :MUM OL NSI BEAMS I STUD COMB, NO. 50 GLULAM SCL E=1.9 MPSI E=1.7 MPSI E=2.0 MPSI E=1.5 MPSI FBY=2100 PSI FB=2850 FB=3000 FB-22DO FBX=2,100 PSI FT ISM FT=1700 FT=ISM FCI1= 1,700 PSI FC IF: 3000 FC ll= 30DO FC II= 2100 FC_=45D FC_=9D0 FC_•450 FV =285 FV=285 FV=150 1. USE 12' CEILING OR SAG RESISTANT BOARD FOR 24' O.C. FRAMING U.N.O. 2. SAS' TYPE •X' GYPSUM BOARD SHALL BE USED ON CEIUNG IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METFIODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STM PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH U24NCH (12.7161M) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS. AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM 0185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WTH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 1. THE TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEERS SEAL FOR APPROVAL. THE ROOF PUN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN AALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B. THE TRUSS DESIGWSYSTEM ENGINEER SMALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGWSYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURER'S 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. JOSSITE 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 V400D 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. S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGWSYSTEM ENGINEER. 9. MEN SPAN OF ROOF SHEATHING EXCEEDS 24 INCHES O.C. PROVIDE MIN. ZX4 SYP 82 BLOCKING: AW WHEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD W (2HtCWS 0.131' X 3' NAILS AT 17 O.C. STAGGERED 8•, 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• TOE -NAILS 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 W BRACING: MIN 2.4 SYP 82 AT ANGLE APPROX. 4W FROM VERT. TO EA TRUSS MEMBER VW (3)• 0.131- X 3• NAILS. SPACE -X' BRACING ALONG TRUSS SPAN @ 10'47 MAX AND EQUALLY SPACED FROM END OF TRUSS.'x' BRACING TO START 20'-0• MAX FROM H HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BC%83 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT 2x4 SPF $2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15`4r O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W (3)-0.131- X T NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24y PLUS W MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2, CONTINUOUS LATERAL RESTRAINT (CUR) ACROSS TRUSS WESS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-83. cr BRACING MAY BE USED I.L.O. PEMANENT CUB IF IT EXTENDS MIN. 9D% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-83). 13. AT RASED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W (2) 0.131• x 3' TOE -NAILS REOD. EXT. SHEATHING MUST BE ATTACHED TO RASED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 17 TALL 20 SYP 92 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W (2) 0.131' x T NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14. DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT CLR PER BCSFB3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAW$ 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 DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WOUT WRITTEN APPROVAL FROM MCD. 18. IF DESIGN DOCUMENTS INDICATE THAT AN AIC 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) 7516 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 AO UNIT TO THE TRUSSES SHOULD BE SUPPLED BY EITHER THE CONTRACTOR OR AO SUPPLIER. REFER TO DETAIL TOM THIS SHEET. PER CURRENT EDITION FSCNR SECTION M1305: - ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE, BUT NOT LESS THAN 30' HIGH AND 27 WIDE. A LEVEL SERVICE SPACE NOT LESS THAN 30' DEEP AND 30' WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS B REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED INFORMATION NOT COVERED ON DETAIL ROOF SHEATHING - ATTACH PER NAILING SCHEDULE GENERAL NOTE: INSTALLATION AND/OR REOUIREMENTSOF - THE AIRHANDLER UNITOR SYSTEM 2x4N2SYP RAT RUN - SHALL BE PROVIDED TOP AND BOTTOM MIN BY MECHANICAL (2) BAYS PAST AIC CONTRACTOR OR LOCATION. MIN (3) BAY OTHERS, NOT BY MCC LAP W (2) DIOr xD 3.1/7' NAILS TO EACH TRUSS. TYP EACH SIDE FEUD WAR NUM DRILL A SW 0 HOLE MIN. W DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL 05 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MEANS INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE vN COMPRESSED AR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MENUS SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY WRING SONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. 8TAAP8100141=11 R.BUB6TnUTION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3, STAR OONBIRUCIgN ZX12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO Md7S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4.ME'TALST DRlSIIMION WOOD STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS 5. 0181111D LT -12' ALL THREAD ROD vA 7 x 7 SQ. WISHER DRILL & EPDXY M SIMPSON SET-XP EPDXY WITH MIN. T EMBEDMENT. -12'YS' SIMPSON TITEN HD THREADED ANCHORS W L3Pi2 WASHER MAY BE USED ILO 12" J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TTTENS S. MORTARJOBNTS FOR BED JOINTS 12'-1', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REO'D) FOR HEAD JOINTS GREATER THAN 3W, GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) E VERT. REINF. IN EA CELL CONT. PER PLAN. 'EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS Iat (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL VON THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REO'D TO BE EPDXIED INTO TIE BEAMAFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA SIDE OF JOINT AND PROVIDE (1) 85 VERT. REINF. IN EA CELL. CONT. PER PLAN. 7.0 ERHAN 8N8 CMU WALL -FOR CMU OVERHANGING FOUNDATION -1 W, NO FIX IS REOT) POUR TIEBEAM & VERT. CELLS PER PUN. -FOR CMU OVERHANGING FOUNDATION FROM O W-1-1I8', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PUN -FOR CMU OVERHANGING FOUNDATION OVER 1-VB•, CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A99Z FY- 50 KSI FU = 05KSI - TUBE STEEL (HSS): ASTM A500, GRADE B, FY = 42 KSI - PIPE STEEL: ASTM A53, GRADE B. FY = 35 KSI - ALL OTHER STRUCTURAL & MSC. STEEL ASTM Ass. FY = 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT'SNUG-TIGHT' CONDITION AS DEFINED IN AISC 380. - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 35 - BOLTS SMALLER THAN SIB- DVL: A307 - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVEW AND APPROVAL BEFORE FABRICATION. SHOP DRAW NGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPE). FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. O CUNTHACTQ.: IF DESIGN DOCUMENTS INDICATE THAT AN CT FOR FOR A/C UNIT IS TO BE RECESS INTO THE ROOF )NAL REVEW PRIOR TRUSS SYSTEM, THE TRUSS SUPPLIER ISTRUCTION IF SHALL DESIGN TRUSS TOP CHORDS AND/OR PLAN ORIENTATION BOTTOM CHORDS TO SUPPORT A MIN. (2) HANDLER UNIT 751b POINT LOAD EACH TRUSS AT THE A/C S THAN INDICATED IN LOCATION. MEANS OF AC SUPPORT SHALL -TAIL BE BY OTHERS STANDARD TRUSS BOTTOM CHORD A/C IN TRUSSES 34'=1'41" SEE PLAN OTHERS AH.U. 1� STANDARD TRUSS I TOP CHORD VARIES /- TRUSS WEBS NOT / SHOWN FOR CLARITY AIR HANDLER UNIT. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2x4 i2 SYP CROSS BRACING (AT 45') W (3) 0.148' x 3-114" NAILS TO RAT RUNS. TYP EACH SIDE DRAIN PAN & CONDEN6ATE LINE BY OTHERS PLYWOOD SHEATHING BY BUILDER AS REDID FOR B LEVEL WORNG SURFACE vJ W H Z Ix NJ LD r NDN 1LL1� vJ I a $0 N � � Z (Zi 7 zm O U LL t W P O 40 LU 0 m J 2LU 4Z Fd}3 0 F 0 jXz TWO Nq N10F @ QCpEQ: CC uyl JOB No. STAR-18847 SGLE: AS INDICATED INI DATE: 1122r2023 S1.1 COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Arry use, duplication, or transfer Of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1398-M 11387-ARM 13884( 113994,R1 1397-8 1 138" BUILDING LEY � ODOR MUTE: FOUNDATION NOTES: INSW NG DOORS WITH COVER (MIN 5FT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDEMIN. a MIL APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN YN. IT AND SEALED. REFER TO FWA CURRENT EDITION SECTION 100823 PC COVER IS NOT MET N ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOWTHE TYP. 2. PROMDE3.1 °THICx2500PSICONC,SLABWmeMx .4VWAMDWRE RECESSDETAIL. INSWNG DOORS WTH NO COVER FABRIC PLACED IN MIDDLE TO UPPER tO OF SUB DEPTH OVER REQUIRE A RECESS MX, VAPOR BARRIER ON COMPACTED FILL MINOR MESH MAY BE USED ILO WINIF WREN FIBER MESH MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). S. CONSULT W MM. SPECEICATNON8 PRIOJPOUOR RECEIVING DOORSHLV.INBVRNGDOORSWITxCOVERaxNLL A ORECTIDNS FORSIOE80F DOOR)DO NOT NEEDARECE8OVER YjI`iM>IN OF 00NL ANY DIRECTION, A RECESS M REOD i�11►�REFS NBWNGEED WINRECE L4. EXTERIOR SUBS$HALL SLOPE VC PER S. CONTROL JOINTS BFSNOWB ARENOT RIESPECIALYMIEN USING FIBER RENF. 19D'-8° i m 79'-10' (2-STORY FTG) 2(Y4r (2-STORY FTG) 20'-0" (2-STORY FTG) 2O-0" (2-STORY FTG) 31rt" 510 5Irr 510 10147 9'S 1/T 104T 91-01/2, 91S 10 1014Y 10'4T e'S 11r F I 1 ti'R NC PAD�< I F p F I I h F F AAO PAD F LL O� 4\ j07 i FV-y�y 6C _ L r LL>DN TziElArm O\ ' i§V f\ 1 ' r --I- - - - 1 I ....... (SIM. EXTERIOR 11141" /.8TO SLAB ADJACENT.e FOOTING)TSw V S, 5'-101Y° 15-13/4' -10 iH' IS'-13M" I 18'-13/4" 3'-101 13/4" 3'-101M" F 3-1l1' SLAB FIN. FUR.I I THICK CONIC. I W WELDED WRE 1 1 IT I S-VY THICK CONIC. SLAP W WELDED WRE , FABRIC OR FIBER MESH FABRIC OR FIBER MESH I AS INDICATED \ ; ' AS FOUNDATION INDICATED IN NOTES 92 I I IN NOTES 92 I o� _—-- I o�—-- ci �- --�----- -FOUNDATION I - - I —r, - SLAB WICK CONIC. SLAB C WELDED WRE FABRIC FIBER MESH _ ' : 3.7?W VWYEL O D V SLAP IC WELDED WRE FABRIC FIBER MESH I y A I FOUNDATION NOTES 92 c FO INDICATED IN I I I A SL INDICATED IN I FOUNDATION NOTES 42 a I 'F IN I I I I— I ¢h I 1 I a I > .A 4A .4 I - - I _ — I I DJ �ov— r � I ° I — — a - _ I r ry _ Ir= r I_ J J� __.L-- f .: .. 10'a 10" ..... K alp 71Q' 91? I I alp I 71? 91l2' I a I I 9,m 7, 2 1a-r �_--_—__� �__--._—_�__— ry i---� CJ —__ __—__-1 _ _ __—__ ' �CJ I I __ � _ICJ_—__ I __--4J I I I I I I I ' .. —e a� 6I N� Q� ' I _5 a t�- -kt 2 F 2 LM 2 4.3 2 2 F 2 2 2 2 i •✓ ,:. 2 2 8'4T 7'-11/4' .11 V-91 V-47? 8'<1/C 81-T 8'-0' S31n* - 1'S1/7 1-411r a,- 1'•11 83/4" 1'-13/4' 1'-13W" S3/4' 1'S 1/2' 7'-1112' 7'-17 ur 1'S12" Is3w 1'-13/4' 11•-7(2STORY FTC) 51/4' TS 172 "TORY FTG) 11'-W (2STORY FTG) 8'S' (2 STORY FTG) 8'3 (2STORY FTC) 11'-9' (2-STORY FTG) 11'8 (2-STORY FTG) 8'S° "TORY FTG) 15w-r S. MECHMICALEWIP. LOGTK)NBWLLBE NQHL COMMUNITY B COUNTY CODES. r� W 7. FOUNDATIONS AND SUPPORTS FOR AL �. SYSTBAV$WNL BE RAZED AT LEVSTT MDBNALLNSOCONFORMTO THE MANU , INSTRUCTIONS. 8. NO WOOD STAKES PERMITTED N FOUNDA Bs B. PEN gNGSRECONDRIONS.FOUNDATKM SEE SHEET SS FOR ADDITIONAL INFORM STEP LOCATIONS IF REWIRED 10. ME DETAIL TABLE M009ON $1.1 FOR REOUIR SPLICE SEEDTLMPo9MDMF100N83FOR ST IW DCANANDCORNERINPORMATION. ' 11. ANY EQUIPMENT ANDOR APRWICES HAVINGAN NNI BE ELEVATED A MN OF /T, CONTRIOTOR TO PRONDE EITHER MASONRY OR WOOD CONSTRUCTION 12. A$BWAED ALLOYINBIE SOL BEARING PRESS VREAFTER COMPACT 41I PSF(8EE80HS REPORT MDSPECIMATIONV FOR COMPACTION REOUREMEWM. IF SOX CONOMONS IN THE PROJECT M NOT LEFT M EXCEED THE CAPACITY. THE GENERAL CONTRACTOR SHALLCONTACTTHE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DEMON. SO. TO BE FREE OF OR(LWIC MATERML MD COIEWA SOILS. COMPACTED M 17 LIFTS TOAT LEAST M OF MAX DRY DENSITYM DETERMNED eYASTM-G1557(MODBTED PROCTOR ). THE FOUNDATION SM INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOL BEARING CAPACITY OF XX0 PSF. IS PENDING SITE CONDITIONS, IF STEMVWLL IS REWIRED, G.C. TO DETERMINE REQUREDCOURSES FOR STEM PA.L FOUNDATION. SEE STEMARLL CHART FOR REWIRED RENIFORCBMWANDFOOTINGSQESPENONGDEPTH OF STEMVMLL. IF CHART IS NOT PROVIDED, CONTACT FOR TO REVIEW MD PROVIDE 14. IF STEM WALL I$ REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTSPROMDEOCR THE STEM WILL SCHEDULE —STW— CONTACT E.O.R. PRIOR TOCONSTRUCTION 15. ALL FOUNDATION PADS MERE SNOVUN ON THE BELOW FOOTING SCHEDULE $HALL BE INSTALLED MERE THE DEPTH OFTHE FOOTINO VA L BE MEASURED FROM THE LOAEST SLAB ELEVATION MAINTAIN NO AMINMUM DEPTH M SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS MO/OI LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 1S. FIELD TO VERIFY ALL GAS LINE AND PLUMBING LOCATIONS PRIOR TO PORING SLAS, FOOTING SCHEDULE 1-17k1—P W 95Y ECUALLY SPACE. EA WAY MIN. 7 HORM CLEARANCE BETWEEN I MIN (2) I S E.W. 17$Q4 I'Hp W9 EQUALLY SPACED EA 2q-SLOE g30.C.i to WAY MIN.7 HORR. CLEARANCE BETWEEN (3) 95 PARALLEL TO BARS & T MIN. COVER TO EDGE OF CONC SIDE OW O.C. IWA201178p W 95s EQUALLY SPACED EA, O WAY MIN. 7 MOR17 CLEARANCE BETWEEN MIN (3)95 EW. BARS & T MN. COVER TO EDGE OF CONIC. 28k28N7'HP W 95's EQUALLY SPACED EA 3 Q WAY MIN. 7 NORM CLEARANCE BETWEEN MIN (4) 9 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 3W W,178p W95s EQUALLY SPACED EA QS WAY M.N.7 NORM. CLEARANCE BETWEEN MIN (4) 8 5 E.W. BARS & T FAIN. COVER TO EDGE OF CONC. 37k nlr Hp WIRY. EQUALLY SPACED EA. 2.8 WAY MIN.7 HORM. CLEARANCE BETNIEEN MIN (5) 9 5 E.W. BARS & T' MIN, COVER TO EDGE OFCONC, KP W /51 EQUALLY SPACED EA O36'Sn'7 WAY MIN.]NORM. CLEARANCE BETWEEN MIN (6)95 E.W. BARS &T MIN COVER TO EDGE OF CONC. 42'147k12-Ep W 45's EQUALLY SPACED EA 3.S WAYMIN.7 HORM. CLEARANCE BETWEEN MIN (6)95 E.W. BARS & T MIN. COVER TO EDGE OF CONIC. 42W2Y1H' 4P W93s EQUALLY SPACED EA ® WAY MIN. 7 HORM. CLEARANCE BETWEEN MIN (6)95 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 45k48'07 HpW M EQUALLY SPACED EA O WAY MIN. i HORM. CLEARANCE BETWEEN MIN (7) 9 5 E.W. BARS & 7 MIN. COVER TO EDGE OF CONC. 4r.48Y16'Hp W 95s EQUALLY SPACED EA - WAY MIN.7 NORM.. CLEARANCE BETWEEN MIN (7) 9 5 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 4&'k48NZC Bp W Pk EQUALLY SPACED EA O WAY MIN. 7 HORM. CLEARANCE BETWEEN MIN (S)95 E.W. BARS & T MN. COVER TO EDIT OF CONC. 52457x17 BP W W. EQUALLY SPACED EA 0WAY MIN.] NORM. A CLEARANCE BETWEEN MIN (7)95 E.W. OARSjrEDGE OF CONIC. 54'110EQUALLY OF Mai, SPACED EA 5�WAY 4.5 MIN. 7' HORM CLEARANCE BETWEEN MIN (8)95 E.W. BARS & T MIN. COVER TO EDGE OF CONC. 54'k54'1Q4'Bp wArSS EQUALLY SPACED EA. ® VWYMN.7 HORM-CLEARANCE BETWEEN MIN (9)95 E.W. BARS & T ON. COVER TO EDGE OF CONIC. 80k80'Otir III,III,wi76s EQUALLY SPACED EA O WAY MIN. ] HORR. CLEARANCE BETWEEN MIN (9) If 5 E.W. BAPS a T MN. COVER TO EDGE OF OONC. � 85kS5k78',1p wAM3s EQUALLY SPACED EA �5� WAY MIN. r NORM CLEARANCE BETWEEN MIN(10)95E.W. w w 0 w FOUNDATION PLAN w 1386-OR LOT 64 1387-KR LOT 65 1386-M LOT 66 1386-AR LOT 67 ,,,.=,,-o. L. COPYRIGHT MCD 2016: 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. Z 7d d� Z O O _ rn i y`d F � d 2 C v Ore. Z3 E G L U m J -iyLaz r z - Q IL N • IL a* STRUCT: W OC CIEQI: CC 0 WM JOB No. STAR•1&947 SCALE: ASINDICATED DSTE: 111O11@3 J 0 S2 138E-M 11397-ARI 139M 11388-LR1 138741 1386-N BUILDING HEY 1 1 1 2aF (2-STORY FTG) 201-W (2-STORY FIG) Zr4r (2-STORY FTG) 19'-10" (2-STORY FTG) 51? 51? 61? 31? 9'81? 101-T 1010 9-61!I 9'S 1? 1 aF W-6117 11Y4T I I I F § AfC PAD EPAO]J�Qh x PAD I , N a@ N N I 11 a� ♦ r n � I � - I 8 -- --- -- EXTERIOR , 2.6 3SLAB ADJACENT _IM. I I (SSLAB IT-10113L01w I 5'101H" 3'-1I 7'-034"TO FOOTING) i ADJACENTII 3'-101W 1.-1311 ITO FOOTING) I 19-13W 111-1 W1 I'-101M' 15'-11314• I-O'C" F'. F`R. I0'-0` FIN. FLR. I� -O" F'". F`R. IDO FIN."R. I }i? SLAB 3-I? SLAB 3-11TTHICK CONC. 1 SLAB W WELDED FORE 3-10 THICK CONC. 1 SLAB W WELDED FORE 4-5 THICK CON.. I W WELDED W RE 1 THICK CON'. 1 I W WELDED FORE FABRIC OR FIBER MESH FABRIC OR FIBER MESH FABRIC OR FIBER MESH I FABRIC OR FIBER MESHAS ; ' _ I 1 FOUNDDATIONDIN NOTES 62 I AS ININ - _I FOUNDATION NOTES 62 I I I AS INDICATED FOUNDATION IN 1 I NOTES 62 1 I Fo FOUNDATION INDICATED IN - _I NOTES 62 _ - .J L. I 1-Cj I ►�I11�� _ y e 1 I I , I N 01 . Q r Y r a I - - - j -- s jam, L ' _L § v -['J J A_ - CI` laai? I 1----- Rr ( xI I 147a10 I 1aa117 I I -- xLL _- 10 T S 91? f 71? F 71? u 91? I F j_- _i _, __-__-A -_ __ I �__-__ - --- ry I I `ci I I �w lCCJ CJ I I I I r > I Io XI- 6j I > I 2 oa tz 6E`F - QE Tr rl {� 0^ FEY%a c a F �4 F 4.3 _... 2 2 F 2 2 2 2 2 2 2 1'S• 8'-41? W-T 81-0' 8'11/I 8'-41? 8'F T-1 1M" 1'-1 314 8 3/4' v-s 1ri i'-11 i? 1'-11 1? 1'S w- Jew 1'-1 B4 1'-1 3M' 8 3N" 1'S 1? i'-11 1? B iM' V-91? 1'A 1? SS" (2-STORY FIG) 1TF (2-STORY FTO) 11'F (2-STORY FTG) 9'S• (2-STORY FTG) V-7 (2-STORY FTG) 11'F (2-STORY FTG) TS 1? (2-STORY FTG) 11'-T (2STORY FTC) WNWO"RECENWflik FOUNDATION NOTES: INSW NG DOORS WITH COVER (MIN SIFT RADIUS IN ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDEMI - SOIL AITROJEDVAPOR BARRIER. ALLJOINTS TO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MAL V AND SEALED. REFER TO FBCR CURRENT EDITION SECTION RM828 Fo COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REWIRED LOCATIONS - REQUIREDANDCONTRACTORTOFOLLOWTHETYP. 2 PRO MO IWTHIOK2700PMCONO.SL W6xBAM.4xN7HAWELDEDWRE RECESS DETAIL. INSWNG DOORS WITH NO COVER FABRIC INMF). PLACED N MIDDLE TO UPPER ID OF SLAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARKER ON COMPACTED FILL OWA MESH MAY BE USED ILO NSF. VREN FIBER MESA MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. CONSULT W MAN, SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR BILLS. VISAING DOORS WIN COVER ONN SIFT RADIUS W ALL FOR SIDES OF DOOR) DO NOT NEED ARECESSAT INAS IF SNOT IN ANY ORECTION, A RECESS S REQ'D a OUt1IRAG70R TO RECESS DETAIL INBWNO DOORS WITH NOCOJER REQU 4. EXTERIOR SLABS SMALL SLOPE IAT PER FOOTAVAY__`` E S. CONTROL JOINS OFSHOWOARE NOT REOD BYcgkv. 6. MECHANICAL EQUIP. LOCATIONS DULL BE COWUNITYa COUNTYCODBA. l �i AEA. _-` j LL ]. FOUNDATION$ ANDSUPPORTB FOR o. n ANDS A18� PTO THE MAN IMMUDTI0N8. W T `lj' Z 6. NO WOOD 8TAIES PERMITTED IN FOUR o AftNDATION (Li 6. PENdN08RECOUDIT10Ne,FW SEE SHEET 83 FOR ADDITIONAL INFORIA �v ,L 8 LOCATIONS IF REWIRED OJ 10. SEE DETAIL TABLE MOOS ON SIA FOR RECURw SPLICE BE DTLRRLBANOMF100N83F R8T - LL DONS AND CORNER INFORMATION. ♦` 11. ANYEQUIPMEMT ANDORAPPLIANCESHAVNDAN I6RT�M U BE ELEVATEDAMN OF 17. CONTRACTOR TO PROM EITHER MA90NRYOR WOOD CONSTRUCTION , z 12. ASBUMEDILLLOWABLESOLBEAAINGPRE88UREAFTERC E REQUIREMENTS)- IFSOX CONDRIO S N THE PROJECT OON)TNEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATIO DESIGN. BOIL TO BE FREE OF ORGANIC MATERIALAMD COHESIVE &ALB, COMPACTED IN t7 UFFS TOAT LEASTOSSOFMAX ORY DENBITYAS DETERMMEDSY ASTM - D1357 (MODIFIED PROCTOR). THE FOUNDATION SIDES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FDA A MINIMUM SOIL BEARING CAPACITY OF 20DO PSF. IS. PENDING SITE CONDITIONS, IF STEMNWLL M REQUIRED, G.C. TO DETERMINE REWIRED COURSES FOR STEINBILL FOUNDATION. SEE STEMMWLLL CHART FOR REQUIRED REINFORCEMENT AND FOOTING SAES PENDING DEPTH OF GTEMPALL. IF CHART S NOT PROVIDED, CONTACT FOR TO REVIEW AND PROVIDE 14 IF STEM WALL S REWIRED TO BE CONSTRUCTED TAlEA THAN THE HEIGHTS PROVIDED ON THE STEM MALL SONEWLE-sTm- CONTACT E.O.R. PRIOR TO CONSTRUCTION 15. ALL FW NDATIW PADS WHERE SHOWN W THE BELOW FOOTING SCHEDULE SNAJL BE INSTALLED WHERE THE DEPTH OF THE FOOTNONIILL %MEASURED FROM THE LOWEST SLAB ELEVATION NAINTNNNG AMMMUM DEPTH AS SPECIFIED. WE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CW Drr"M AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 16. FIELD To VERIFlCALLGAS LINE AND PLUMBING LOCATIONS PRIOR TO POURING SIAS FOOTING SCHEDULE a Z 4 /S LL d8 O'I'll ITO WP9 EQUALLY SPACED EA WAY MN. S HORR. CLEARANDE BETWEEN BARS& 7 MN. COVER TO EDGE OF CONC. MIN (2)6 5 E.W. O LLO i 1A CLEARANCE 1WAY MIN. HOR7A2.4'k17 CIP WW. EQUALLY SPACED EA Q. CE BETWEEN BARS& 7 MN. COVER TO EDGE OF CONC. 24"SIDE g7 O.C.EMN�o (3) 45PARALLEL TO I7 ZyZ O O O24'M4'k176p 2 W 661 EQUALLY SPACED EA WAY MIN. 7 HORIZ CLEARANCE BETWEEN SIDE Or D.C. MIN (3)05 E.W. g .J W Sy BARS& 7 MN. COVER TO EDGE OF CONIC. 2rt2Sk176P W QR EQUALLY SPACED EA WAY MIN. 7 NORM CLEARANCE BETWEEN BARS& T MIN. COVER TO EDGE OF COMIC. MIN (4)B 5 E.W. H n D O I- Q J ` r = H O 1 , W LU = a W ti Z �' '00 O Z A S m W J f W m O �. J Z = W F IL O H = � 10 U !I IlyFuul J Q dd S ffi V p y MA t a C 00 yG + O QB C T+ 0 N C © W'3D1176pWM5%EQUALLY SPACED EA, VWY W. 7 HORR CLEARANCE BETWEEN BARS& 7 MN.COVERTOEDGE OFCdIG MIN (4)55 E.W y w aQ € Hb Q.8 3n32k17 dp W 861 EQUALLY SPACED E0. WAY MIN.7 HORIZ-CLEARANCE BETWEEN BARS& 7 MN. COVER TO EDGE OF CONIC. MIN (5) S 5 E.W. _ F y O 38T08h176pWb1 EOUALLYSPACED EA WAY MIN. 7 HORIL CLEARANCE BE WEEK BARS & 7 MIN. COVER TO EDGE OF COMIC. MIN (5) 6 5 E.W. ` p bi 9.5 42k42V176P WOES EQUALLY SPACED EA WAY MIN .7 HORIZ CLEARANCE BETWEEN BARS & W MN. COVER TO EDGE OF COMIC. MIN (S)6 S E.W. w Hwy ® 42kATOW&P W B3t EQUALLY SPACED EA WAY MIN. 7 HORIZ CLEARANCE BETWEEN BARS& 7 MN. COVER TO EDGE OF CONC. MIN(6)85E.W. ¢ w i 2 O O 45"1481176p W Oft EQUALLY SPACED EA WAY MIN. 7 HORIZ CLEARANCE BETWEEN _BARS MN. COVER TO EDGE OF COMIC. 4r.4 1740P W 6B1 EQUALLY SPACED EA - WAY MIN. 7 HORIZ-CLEARANCE BETWEEN BARS& 7 MN. COVER TO EDGE OF CONIC. MN(7)65EW MIN (7) 6 S E.W. y O' BOO w < 2 4B 4BV4SWC dp WSTS EQUALLY SPACED EA WAY MIN.7 HORIZ CLEARANCE BETWEEN BARS & 7 MIN. COVER TO EDGE OFCONC. MIN (5) 6 5 E.W. w yy Oa 4.3 5ZMN12' dp WMSL EQUALLY SPACED EA WAYMIN.7NORO ER TO EDGE BETWEEN BARS&SMN.COVER TO EDGE OFCONC. MIN(7)6 S E.W. O 2 4.5 94nS/Y1C 6P W9's EQUALLY SPACED EA. WAY MIN. 7 NORM CLEARANCE BETWEEN BARS a 7 ON.COJER TO EDGE OF CONC. MIN (8) 6 5 E.W. y C6 y o54-X` ® O EA WAY Mi 244p WIZ CLEARALY NCE WAY MIN. S HORIZ CLEARANCE BETWEEN BETWEEN BARS&SMN COVER TO EDGEOUCOMIC. aa)dn18. 4P W4SR EQUALLY SPACED EA MY MIN.7 NORM CLEARANCE BETWEEN BARS 7 MN COVER TO EDGE OF CONC. MIN (9) 65 E.W. MN (9)65 E.W 7 G =1 u == F 5©a816Bk17 . dPW EQUALLY SPACED EA WAY MIN. 7 NORM CLEARANCE BETWEEN MIN(10)65E.W. '! F w JARS &7MN. COVER TO EDGE OF COMIC. W W O Fd}: d (AGO • O 00M w w ! sTRRFCTUSAL Bq: TN ' p GRAFTING: sTRucT: N y 2 V<�< C o H w y <t QC CHEOL CC JOBNo. STAR-1e847 A8INOICATED w LATE: 11D22@3 C 1386-K LOT 68 1386-LIT LOT 69 1386-B LOT 70 1386-N LOT 71 FOUNDATION PLAN T�15o S2.1iw=1'-0• F g 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 WI AR & ASSOCIATES, LLC is strictly prohibited. 2. BEARING WALL PER EXTERIOR WALL 2x BEARING WALL PER EXTERIOR WALL IF BEARING WILL HOLD BRG WILL BACK CENTERLINE OF 2x BRG WALL PER PUN SHEATHING PER PLAN. U N. PLAN HOLD N N-BR L ABOVE -WILL SO BASEBOARD IS BEARIG/FOOTER Pl1W AND BEARING m SEE DETAIL VLF10AiD4 SEE DETAIL VYF10AiD4 BACK SO BASEBOARD WALL SCHEDULE 2x P.T. BOTTOM PUTE ANCHOR TO HAVE MIN. SITTING ON FOR MORE INFORMATION FOR MORE INFORMATION IS SITTIG ON 2x P.T. BOTTOM PUTE &ATTACHMENTS PER T EMBEDMENT BELOW OUNDATION BELOW F & ATTACHMENTS PER PLAN �IF CURB IS TALLER THAN FOUNDATION BELOW NON -BEARING WALL LOWEST STEP OF MIN S (MAX r) 2' 2. BRIG VM L PER 2. P.T. BASE PLATE (� PLAN BUILDER TO PROVIDE SILL BUILDER TO PROVIDE BILL S', CONTRACTOR TO ADD (MAX 2") CURB MAX 1 PUN AND BEARING CLEAN COMPACTED SEALAMANSULATION V BUILDER TO PROVIDE SILL 1 WALL SCHEWLE FILL N$95%STANDARD SEAUNTANSUUTION CENTERED CONT. BAR BUILDER TO CONC, SLAB PER (1)15CONT.W1-1? w?f SEAANTANSUUTION DENSITY OFF SET BOTTOM m 4 CENTERED NATHIN CURB PROVIDE SILL 2' FOUNDATION PUN COVER TYP. Z w V CONC. 8 ER CONCRETE 6FOUNDATION P� PER"OFFSET, "LATE CONCRETE SLAB PER ¢ W MIN- 2' COVER SEMANTANSUUTION Ml1x CONCRETE SUB PER g > 3 I 2. P.T. BASE PLATE FOUNDATK) LAN FOUNDATION PLAN j4. OFF SET ® BOTTOM 6 I FOUNDATK)N PUN CONIC. SLAB PER ) 1I--II •'ES PUTE MIRE FOUNDATIONPLANI--'b oRADE b I III _ b b f L I ! I —I I _ �I I- i— I �(j� • � N (2) f5 CONT. REBAR ON I=I I !-I b 1 I I I I •! I 4 '-III=1 I ' g.- 5.- I I , , I . , FILL O>•7i ANDARD -III - (- I " (2) B5 BARS CONr. W - I I - t� = y.. •• Z 0 CHAIRS W MIN.S' -� I - _ S• f6 P 3' COVER TYP. d' T K' qr V I W .7 f I= I - CLEAN COMPACTED _ i I-f i IT DENSITY • a COVER - - - �I (1)65BARCONT. - V_ 7 t'$ DENSITY ITV STANDARD III---Iy-I CLEAN COMPACTED 3'COVER TYP. •Z (2)fS CONT. REBAR ON _„I III=1 W3'COVERTW. (2)M BARBCONT.W 8' e• B' 7(' ^�.s1//�[ • .7 ^ VI' CRSWMIN.3' FILL O 95% STANDARD CLEAN COMPACTED (2)ES BARS CONT.W �/ • _m If•+f NDIG SITE COVOVER e' 1$ DENSITY FILL ® 95% STANDARD 3' COVER TYP. CLEAN COMPACTED �_ • Q CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG PENDING SITE DENSITY FILL Q 95% STANDARD 4Aa. DETAIL MF2D FOR SHALL BE 1'-4• WIDE W(3) OS BARS CONDITIONS, SEE WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCU O Q ' Ep MONO DETAIL MF20 FOR WHERE 2ND STORY OCCURS. FTG WHERE 2ND STORY OCCURS, FTG j % Vi (� u: O SWILL BE 7'I'YNDE W(3)W &IRS SWILL BE I'$WDE W(3) • EO �'30 O DEEP MONO SHALL BE W(3) BARS SHALL BE 7'$ WIDE W(3)i6 BARS • r O 7 O ^ J Po1 TYPICAL EXTERIOR FOOTING ! TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN / FFOO* DOUBLE STEP FOOTING / FO BEARING SLAB STEP DOWN XF FOOTING AT INTERIOR BEAR •��(/ ,�' " LL Z 3/4'=1'-0• 3M'=1'-0" 3`4'-1'4' 3I1'+1'-0' 3(1'=1'$ � i' $ m NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PUN I VERIFY W DETAILS FOR REQ'D VERIFY W DETAILS FOR RD'D CONTACT FOR IF THICKENED FOUNDATION DETAILS SHALL TIE INTO ! gTEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS EDGE IS REQUIRED TO BE ADJACENT MONO ANWOR STEM WALL ! NOTE: AT FRENCH m oR FRAMING PLAN 0 DEEPER THAN 12' FOUNDATIONS AS SPECIFIED THIS DETAIL. DOOR LOCATIONS. ¢ 8.1? MORE MIN. 24' BEFORE CONTRACTOR TO SEE FRAMING PLAN - 1 INFORMATION 0 Z ANOTHER STEP T I �• VERIFY WITH DOOR lr AND PARTY WALL GARAGE I LL CONIC. SLAB PER Rx i O I MANUF. FOR b F w FOUNDATION PLAN trk12' THICKENED F I DETAILS FOR MORE I SUB W (1) 05 CONT. = REQUIRED RECESS SLOPE b 11 1 ' INFORMATION I W 3' COVER TYP. Z ^ LL „ I I I /S CONT. - THRESHOLD PER MFRS CONCRETE SUB PER I MIN C (:W �. REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PUN GRADE ^ �� w O . .1I FOUNDATION PUN THRESHOLD PER j o !7 I , I,1, ,• FOR QUANTITY MANUFACTURER5 v Z SPECIFICATIONS TOP VIEW CORNER WALL fl O 65 x 2S x 27 CORNER y CONIC. SLAB PER BEYOND///- a O • 1 I i r- i BAR, ONE FOR EA m FOUNDATION PUN / z 1 VERIFVPUNDETALS 1 HORIZONTAL _ // PROVDE3At'MIN w CONIC. SUB PER li= SLOPED RECESS AT s !r. M FOUNDATION PLAN` I I I I ( III- V FOR REQUIRED iS I REBAR, 7YP. U.N.O. yrc 4 • J ,- , ' ' W �' i g.00OYBA T MAINTAIN •' i d I, ! •) I I I DRNEVWVDB BUILDER - O F (A - ' I I' -I I , I I I ( - I �-�� - - _ -f I' I GAR. SLOPE CONCRETE OR PAVERS CWi Q -�=15'MIN. �_ _ FIN. FLR. H I i I -I -I'' SLOPE - - i I p VERIFY PUN DETAILS I i .I I f-I 1- 1 BEND EACH CONT. /5 1 1-a' 1 a - -� - _ • Z PER MFG _ 7 W FOR REQUIRED a BAR AT STEP DOWN SLOPE EXT. SURFACE L �l _I CONT. &IRS. MAINTAIN OR INSTALL 05 HOOK OR GRADE IAY PER(f- i CLEAN COMPACTED 3' COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM (3) B5 CONT. REBAR i5 CONT. • ( I ! FILL 95% STANDARD BUILDING CLEAN COMPACTED �) BAR. LAP REBAR PER ON CHAIRS WT MIN. _ - = IN. M4 TOP DENSITY FILL BS%STANDARD TABLE MODS ON 61.1 7? FIBER EXPANSION ® W 3" COVER TYP. 4" @ o DENSITY 3-COVER 1'.4' !_ REQUIRED PER APA AS REQUIRED PORTAL FRAME SPECS .6 ZQ Z THICKENED EDGE [ FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) Fi EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING FlU THICKENED EDGE 0 GARAGE DOOR 314 =-V (r 74" _VT 314•=74T 34"=V-(r 3/4"=1'4r 3rr=v-(r w J T 7 SCH. 40 STEEL PIPE IF MASONRY IAWL OR U ~ (2) #5 x 4'$ BARS 7 flLLEDW 2500 PSI COLUMN IS ABOVE, MAINTAIN 3' CLEAR OSHALL O � PENETRATION PIPE PVC OR SCH40 SLEEVE CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-1? CLEAR TO O Z L PENETRATION TO BE MIN. 3FT TALL 1 1? MAX. 110 MAX STEEL TO BOTTOM ANY FACE EXPOSED TO O r' 4 E70X iM' I ROW OF STEEL WEATHER W S' CMU _ - b SEE FRAMING PUN CONC. SLAB PER a g FINISH PER ELEV. -/ AND PARTY WALL i- I I- I I -I IF CURB IS TALLER THAN DETAILS FOR MORE FOUNDATION PUN FONC.SLABPER ` (Q1/4'STUD' W, CONTRACTOR TO ADD INFORMATION r t- z Ln FOUNDATION PUN FINISH FLOOR ELF U. FINISH PER I _ I I I I II I STEELBAgTEIpUTE FASTENERS W MIN. (2) ES CONT. BARS W MIN. O , ` FINISH FLOOR N0 I— �• I I=1 I� 7-7? EMBEDMENT r COVER - - IF FOOTING IS TALLER O J ii + THAN 3'$, ADD (2) 05 H- y PENETRATING - I - I REFER TO SECTION AA INTO CONCRETE BARS AT 1/4 POINTS OF m PIPE. MAX V' i I- FOUNDATION PLAN w' c E PENETRATING PIPE -I I I I I - I -I-I' FOR CONT. CONCRETE SUB PER Q (2) YS BARS Q TOP I FOOTING DEPTH MAX_ q^ -I_I SEE FDN I I- FOUNDATION 2' SCH.4o STEEL PIPE FOUNDATION PUN > WHEN MOG DEPTH I j hI '1 V I ' >I6 LOOP TIE (TYP.) ! I PUN FOR ti INFORMATION FILLED W 250D PSI EXCEEDS r IF li Z W Q _ SQE & REINF. DEPTH <2g THESE I=) .. CONCRETE. BOLLARD 1K E70X BARS ARE NOT REQ'D —i i I J : O w Z PVC SLEEVE MAX _ s, REFER TO PIPE PERPENDICULAR TO FND TO BE MIN. 3FT TALL GRADE O a 0o F W 6" DIAMETER - =III- \. �• • FOUNDATION PUN CK A36_ 03 STIRRUPS! 45• I I _ _ }I I I FOOTING PER PLAN b \ FOUNDATION CONTACT FOR FOR ADDmOMUL REWEW STEELL BASEIPUTE I - O.C. NMEN MONO I i i ' • (� I-• I I x b F b z: I j-1 - CLEAN COMPACTED INFORMATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS ( - - • I �_� DEPTH EXCEEDS ES I I -I I I I• —I I s i W O FILL •95%STANDARD A 'I III - I' IF DEPTH <2g•THESE - " F (SIDE VIEW) DENSITY FOOTING PER PLAN A A (4)1/4'x37H' - - - I BARS ARENOTRD'D II_� -7+� I Fy PVC SLEEVLU E . • � SITY Z CONCRETE SLAB PER FASTENERS WAIN. -i Ii �! I I (2) /5 BARS CONT. W -1 I- I CLEAN COMPACTED (FRONT VIEW) MAXWDIA 4O 4 II=Li'I PLAN 2-7/4'EMBEDMENT 1,4, ' 1,� 3COVER TYP. t'< FAN®95%STANDARD i IJ- INTO CONCRETE FILL ® 95%STANDARD (3) NS CONT. REBAR ON FOOTINIF CLEAN COMPACTEG I& IREQUIR D ER TO BE 3'$ WIDE m f1 DENSITY CHAIRS W MIN. 3' COVER W (4) 05 CONT. BARS W 3' COVER < Ix -11l� F7 TYPICAL FOUNDATION PENETRATIONS -' I— J F1 BOLLARD DETAIL F1 PARTY WALL FOOTING W/CURB F/1' DEEP MONOLITHIC FOOTING o f= 314•=ra' PIPE PARALLEL TO FND 3u•=r-0• 3/a•=no' 314•=1'-T y w 2 f a M O ALL REINFORCEMENT SHALLSEE FRAMING PLAN & MAINTAIN 3' CLEAR TO PARTY WALL DETAILS i Z n N GRADE AND /-1? CLEAR TO FOR MORE C ANY FACE EXPOSED TO SEE FRAMING PUN & S ' 0 INFORMATION O J WEATHER PARTY WALL DETAILS c g F (2) 05 BARS a TOP FOR MORE �'71? W 0 N INFORMATION EXTERIORWLLL MAX. 0 s J - WHEN MONO DEPTH IF CURB IS TALLER T14W EXCEEDS 28'. NOT (r.2) CONTRACTOR TO ADD SHEATHING PER PUN. w REO'D. IF LESS THAN i S= EXTERIOR WALL (2) i5 CONT. BARS W MIN. SEE DETAILNFOR AT r R = ` h 25' DEEP SHEATHING PER PUN. 2' COVER FOR MORE INFORMATION o u W �_ (1)115 BARS ®NOSING SEE DETAIL WFi0PiD4 BUILDER TO w ~ d 0 - CONC. SLAB PER a CONIC. SLAB PER FOR MORE INFORMATION w PROVIDE SILL AT NOSE, M N. = w V CJ O FOUNDATION PLAN < SEAUNTANSULATION FOUNDATION PUN BUILDER TO > i 3• CONCRETE COVER W J X Z• • w Ic Z CONCRETE SLAB PER PROVIDE SILL CONCRETE SUB PER O 0 Z j C 11- MI . w qq SEALANTANSUUTION VARIES. Q fA 'I I I I =, • I I m a S FOUNDATION PLAN FOUNDATION PUN 7314' MAXdo cu d WIlIr f3 STIRRUPS Q 45' I •. • 1 w w g 'f § - ORAL .C. WHEN - I -1 I F1 NQ aO IF IS LESS �ORA«F7�sAJDmLKJ: uCTE: N: CTNHOiD---I GRADE I'll, THAN STIRRUPS (3) B5 BARS CONT. II IIARE NDT REO'D C Z Q JOB No. STAR-78517 W 3• COVER TYP. SCALE AS R-18617 III I I ,~-, , , 13) a CONT. REIiAR I- I I I I -I 11- ~ CLEAN COMPACTED CLEAN COMPACTED (3I BS BARS CONT. @ ON CHAIRS V/MIN. �--I (3) i5 CONT. REBAR III III , I I= DATE: it/tl2029 FILL 95%STANDARD ' I I --I (�-J I1=1 - CLEAN COMPACTED -I I �I I I -I - •CLEAN COMPACTED Q TEP SECTIONWS 3'COVER I-f ON CHAIRSWMIN. FILL 95% STANDARD FILL ® 95% STANDARD 3' COVER DENSITY COVER TYP. � 1$ DENSITY 1'$ FILL ®95%STANDARD DENSITY w F2 DEEP MONOLITHIC FOOTING W/ STAIR / IIF3 EXTERIOR PARTY WALL F00TING EXTERIOR PARTY WALLFOOTING / F4 FOUNDATION GARAGE STEP-DOWN NOT USED pQ ^ ^ 3W=1'.T 3M'=7'-0' 3/4'=1'-0Z J 3' F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF 14MR & 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. ISSB-M 11387-ARI 130M I BUILDING KEY 1387-B r 13B8-N SHEAR WALL TAG SHEATHING PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL AI HORIZONTAL UP SIMPSON 5MI' THREADED 10 J-BOLT TTTEN HD ROD ESWB' ad T D.C. 17 O.C. (2)-ROWS 7 O.C. 3' O.C. MIN. 2x STUD 24' 37 37 ESW4 PER DETAIL COMMON 4'O.C. 1T O.C. (2)-ROWS 7 O.C. 7O.C. MIN. 2x STUD PER DETAIL IS' 24' 24' ESW3 WFidSD4 (0.131-x 2.57) 70.C. 1TO.C. (2)-ROWS 70.C. 70.C. MIN.(2H2x OR 4x STUD WFidSD/ 1T IT Is- E8W2 T O.C. 170.0. (2)-ROWS 7 O.C. T O.C. MIN. (2}21 OR 4x STUD NOT ALLOWED IT 12 ISW7 1Q" GYPSUM 5d COOLER- T O.C. T O.C. T O.C. T O.C. MIN. 2. STUD MIN. 2k BLOCKING 2 r 37 3T ISWIS ad s'O.C. 17O.C. CO-C. 4'O.C. MIN. 2. STUD 2C Sr 3T ISM 7n8-STRUCTURAL COMMON 4'O.C. /TO.C. 4.O.C. 4O.C. MIN. 21 STUD PER DETAIL is' 24' 24' law 1 SHEATHING OR 15W SHEATHING (0.131' x 2.5' 3' O.C. 17 O.C. 4 O.C. P O.C. MIN. (2}21 OR 4x STUD VYF1dSD4 17 IS' 16' ISM 2' O.C. I 1T O.C. 4' O.C. 4' O.C. MIN. (M-N OR 4x INOTALLOWED1 17 1 1T -U.N.O.; Al.L I VIAL 8IAU-RE SHEATHEDPER 55M. ALL EXTERIOR WAL1.5. LESS OPENINGS. ME CONSIDERED S EAR Lb 5d COOLER NAIL SMALL BE MIN. 0.096'S115S' LONG & 1SAW HEAD. No. B TYPE W DRYWALL SCREW (1-1M- LONG) MAY BE USED IN UEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION II REFER TO DETAIL WF07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED T 1ST LEVEL SHEAR WALL ONLY. WW N (2m1_ STUDS ARE USED, ATTACH STUDS TOGETHER PER WF98/SD2 PI WHEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WAIL SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE 5A3' SIMPSON TITER HD, 31C THREADED ROD OR Sl7 "OLT 0 SPACING PER SCHEDULE. = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS STANDARD 1ST FLOOR FRAMING I. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET 2 AT ALL WINDOW/ DOOR OPENINGS 0 IST FLOOR. CONTRACTOR TO FOLLOW DETAIL WFOSSD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WSDMD4 (AA) U.N.O. 4. IF SHEATHING IS Iff 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 WFIdSD4 AT ALL LOCATIONS AS REQUIRED. S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN 1.4. BUILT UP COLUMNS. CONNECTORS. ENGINEERING NOTES, SMALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY REM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 7a' 214 SYP 820 IS" O.C. MAX 214 SW 420IS' O.C. MAX 91-0- 214 SYP r20IS' O.C. MAX 214SYP12012'.C. MAX W-4' 214 SYP 2201T O.C. MAX 214 SYP #2A1 IV-(r 214 SYP 01 01T O.C. MAX 214 SYP EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE ` 7a 20 SYP 42 0Is- O.C. MAX W-W 2,4 SYP s20IS' O.C. MAX C. 99{ 214 SYP 020 IV O.C. MAX 1014r 214 SYP #2017 O.C. MAX EXTERIOR FRAME WALL 1. W-U STUDS WITHIN SIFT OF EACH CORNER AR BE WITHIN THE VWLL END ZONE. SEE CHARTS F REQUIRED STUD SPACING PER EXTERIOR FINISH 1 2. STUD SPACING SMALL FOLLOW THE CHART ABOVE TH FRAMING3. SEE DETAIL WF1dSD4FOR REQUIRED WALL SHEATHING ���fit 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 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF VWLL IS FRAMED WITH 2d1 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 82 01S' O.C. MAX U.N.O.ON FRAMING PLANS. WALL LEGEND _ =9--1' T.O.W. IST FLOOR INTERIORIEXTERK`R BEARING WALL — =S'-I-T.O.W. 2ND FLOOR INTER IOF XTERIOR BEARINOWALL 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 64 1387-KR LOT 65 1386-M LOT 66 1386-AR LOT 67 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND ,/5"=,'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 witlwut the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WZ 05 0 a. LLLL Z CC 2 LL U. a xc!M CC O We JDB No. STAR-1&B/7 T BCNE: AS INOIGTED S5 1396-M • 13S7-AR- 139" - 1388{R' 1387-B - 138" BUILDING KEY SHEARW4LLL TAG SHEATHING PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE ar VERTICAL PI nu HORIZONTAL 1w I IUM 1Q•SIMPSON rule AncnUn 5ATTHREADED lKx1•^-• 12'J-BOLT TITEN HD ROD ESWB• ad O.O.C. ITO.C. (2)-ROWS 7 O.C. 3' O.C. MIN. 2, STUD 24' 37 37 ESW4 PER DETAIL COMMON 4.0.C. 170.C. (2)-ROWS3.O.C. 3-O.C. MIN. 21 STUD PER DETAIL 18' 24' 24" ESN3 WF10/SO4 2.5) 3. O.C. 12.O.C. (2)-ROWS 3'O.C. 7D.C. MIN-(2)-21 OR 4x STUD WFINSD4 /7 10' 16' ESM Z. O.C. 12- O.C. "OVA S. O.C. 7 O.C. MIN. (2).2x OR 4x STUD NOT ALLOWED 17 17 ISW7 IW GYPSUM ad COOLER- ?'D.C. 7' O.C. 7. O.C. T O.C. MIN. 21 STUD MIN. 21 BLOCKING 24• 37 37 I81A8 ad a' O.C. 17 O.C. 4.O.C. 4. O.C. MIN. 21 STUD 24• 32* 37 ISW4 STRUCTURAL STRUCTURAL COMMON COW1 p D.C. 17 O.C. 4. O.C. 4. O.C. MIN. 21 STUD PER DETAIL 19' 24• 24' ism 11W I SH 1SWSHEATHING 'x 2,5) 7O.C. 17O.C. /'O.C. 4'O.C. MIN.(2}21OR4xSTUD V4F10/SD1 17 18' ta' ISM 4' O.C. 4- O.C. MIN. (2)-2x OR4. STUD NOT ALLOWED 17 17 .N.O.: ALL WALLS SHALL BE SHEATHED ESWO. ALL EXTERIDR VIALLS, LESS OPENINGS, ARE I L Sd COOLER NAIL SHALL BE MIN. 0.098k1L/8' LONG 515W HEAD. NI. a 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 1 REFER TO DETAIL VW07A ON LEGENDS 6 SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. B REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED T 1 ST LEVEL SHEAR WALL ONLY. WHEN (2)2k STUDS ARE USED. ATTACH STUDS TOGETHER PER WF09/SD2 P/AMEN SHEATHING PANELS TO BE APPLIED TO BOTH FACES OF WALL SEGMENT, BOTTOM PLATE ANCHOR BOLT TO BE SW SIMPSON TITEN HD, 3 W THREADED ROD OR a1B' J-BMT O SPACING PER SCHEDULE. SB = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS \j 3I4`-I'-V STANDARD 1ST FLOOR FRAMING EXTERIOR FRAME WALL NOTES: SCHEDULE (STARLIGHT) 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR EXTERIOR PIASTER FINISH WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL W IWA ON NOTES & CONNECTOR LEGEND SHEET WALL HEIGHT INTERIOR ZONE END ZONE 2 AT ALL WINDOW/DOOR OPENINGS O IST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF081S02 BV7 ZA SYP 92 016. O.C. MAX ZA SYP 92 Q e• O.C. MAX 9L7 214 SYP 62 016' O.C. MAX 214 SYP i2 O O.C. 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WSWSD4 (A#) U.N.O. 9'-C 24SYP1I2Q12'O.C.MAX 2.4SYP N2 AV 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) 104T 214 SW 91 017 O.C. MAX 2a4 S 0 8' FROM BOTTOM CF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WFiGUM AT ALL LOCATIONS AS REQUIRED. EXTERIOR SIDING G 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN I... BUILT UP COLUMNS, CONNECTORS, ENGINEERING WALL HEIGHT INTERIOR ZONE 8*-w 214 SYP 92 016' O.C. MAX CSIX NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY REM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WO 214 SYP 92 O te' O.C. MAX O.CQIr,X 91-P 2148YPi201WO.C.MAX -11110 1010 214 SYP 02 a 17 O.C. MAX M i EXTERIOR FRAME WALL 1. WALL SIDS WITHIN SFT OF EACH CORNER O i BE WITHIN THE WALL END ZONE. SEE CHARTS REQUIRED STUD SPACING PER EMERIOR FINISH i 2 STUD SPACING SHALL FOLLOW THE CHART ABOVE . �N M NG PLAN. 3. SEE DETAIL WFI0/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF i NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO i BE REMOVED AND REPLACED. IF MORE THAN 201L OF THE I SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.5 STUDS OR LARGER, STUDS ARE TO i BE MIN. SPF y2 @ 16' O.C. MAX U.N.O. ON FRAMING PLANS. j WALL LEGEND — =9'-1-T.O.W. IST FLOOR INTERIOPoEXTERN)R BEARING WALL _ =8'-1' T.O.W. 2ND FLOOR INTERIORIDRERIOR BEARING VWLL 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 ANV TRUSSES 1386-K LOT 68 1386-LR LOT 69 1386-B LOT 70 1386-N LOT 71 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND „5"=,'-o•' I COPYRIGHT MCD 2015: The infonoatlon 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. z GG Z w �:? O C Z E c o W' 6 m J S LL =a = - m p - 'o w' W de O $0 FNJ d is a Hro� • S sTallcnAIAL EN9: TN Mi DRAFTING: G Z N K OC CHECK: cc Q uG1 A]B No. STAR-1B847 SCALE: AS INDICATED 14DATE: 11QN2@3 QI S5.1 HEADER SCHEDULE TAG HEADER FASTENERS H21S (2)a18 02 SYP ATTACH KING STUD TO HEADI W OPT.? FUTCH PLATE (0) O.IS7 X 3-117 NAILS 82 SYP ATTACH KING STUD TO HEADI N38 W OPT. r FUTCH PLATE (8) 0.167 x 3.11! NNLS (2)?x1082SYP ATTACH KING STUD TO HEAD! HNIO W OPT. 3' FLITCH PLATE (10)O.te7x34J7 NAILS (2)2c1282 P ATTACH KING STUD TO HOE KU12 W OPT. r FUTCH PLATE (10)D.187 x 3-1? MAILS (3) 2H2 it SYP ATTACH KING STUD TO HEAD] H312 W OPT. } FLITCH PLATES (10) 0.167 x 3-Irr WAILS H3.&A.5 (2)1.76N6.6' LVL A I (8)0.187 z 3.1? NAILS H3.5x7.25 (2)/.75X725' LVL A (B)0.187x 3.7? NAILS H3.5z9.25 (2)1-76-W25- LVL ATTACH (10)0.167x3.1? WAILS H6.26x71.25 (3)1.75x11.25" LVL ATTACH KINGS TO HEAD] (12)01S7x3-1? NAILS 3.6*X5.5" AFP iAE SHORT SPAN ATTACH KING ISTUD TO HEADI H4X6 HEADER (S)OASTz3-1? NAILS H4.8 &SN7.25w AFP 1.SE SHORT SPAN ATTACH IONO S Hun HEADER (S)0.167z3-117 NAILS H400 3Sx9.S AFP 1.8E SHORT SPAN ATTACH KING S H I HEADER (10) 0.767 x 3.1? NAILS H4x12 3.SSt11.2SAFP 1.8E SHORT SPAN ArMITROW STUD TO HEU HEADER (12)0.167x3-1? NAILS P-HDR SEE DETAIL HD14 THIS PAGE END VERTICAL TO KING STUD 0.13ixT NAILS .r HEADER SUPPORT SCHEDULE OPENING SIZE N F OR JACKS @ EA. END WALLKINGS @ EA END V-WTOT-11• 1 I w-V TOT-11" 2 2 &4r TO W-11" 2 3 10'P TO 17d' 3 4 1. VERIFY dPLAN FOR CORRECT LENGTH OF HEADER REG1). SIZE INDICATED ON PLAN IS MINIMUM READ. PER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL FROM E.O.R. 2 ALL HEADER JACKSMINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF0&SD2. 3. NAIL HEADER PLIES (INCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.148'SA' NAILS @ 12" O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2z10 OR LARGER TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 0.14rxT TOE -NAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. S. IF MORE THAN (1)NNG IS REOD. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REO-D. NAILS FROM IN KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 1AFOSISD2. OTHERWISE, CONTACT E.O.R. FOR RED'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL WFOWSD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 9. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E=100DOW ptl, FS - i50D PC FV =175 pi, FC-PERP =850 pi. 10. WHERE SYP /2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTIfUrION SCHEDULE ON SHEET WP7. 11. AFP 1.8E SHORTSPAN HEADERS MAY NOT BE USED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION S FASTENERS UPLIFT CAP. OENTER/SIDE BLOCKING SPACING SPECIES TOP BOTTOM (PLF) ® 1C SYP82 (3)O.14S"x34Jr (3)0.148'x 3-im NO UPLIFT MID-SPANTOE-NAILS TOE4WLS ® 18' SYP12 (1)SDMI66W (1)SDWC75/50 270 PLF MID -SPAN Q 18" SYP/2 0)SDVVCISX0 (1)SDWO15450 270 PLF 113 PT. ® 17 SYPM2 (3) 0.148' z 3.1/! (3)0.14S'x3-IW NO UPLIFT MID -SPAN TOE -NAILS TOE -NAILS ® ,7 SYP82 (1)SDWC15800 (1)SDWC15M 380 PLF MID -SPAN ® 17 SYP12 (1)SDWC1SS00 (1)SDVC15M 39D PLF 113 PT. ® le- SYP12 (1)SDVVCINM (2)8MC1545D 440 PLF MID -SPAN ® IS- SYP82 (1)SDW IMM (2)SDW'C15450 440 PLF 1/3 PT. ® 17 SVP82 (1)SDWC15800 (2)SDWClUW Shp PLF MIDSPAN ® 17 SYP@ (1)SDWCISK0 (2)SDWCISW 590 PLF 1APT. ® 16' SYP82 (2)SDWC158W (3)SDMI54M 776 PLF MID -SPAN STANDARD BEARING WALL W/STRAPS NOTES VERIFY %/PLAN FOR WALL SIZE ASSUME 2z4 STUDS U.N.O. ALL LUMBER TO BE EITHER SPF 82 OR SYP 82 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W (3) 0.131' x T TOE -NAILS. ALL LOAD BEARING WALLS SHALT. HAVE SYP82 DOUBLE TOP PLATES & BOTTOM PLATE. CONNECTORS ARE TO BE INSTALLED @ EA STUD, REFER TO DETAIL 12 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS IF BEARING (MALL IS NOT CALLED OUT CONTACT E.O.R. IF'8W CALLED OUT ON 2W FUR, SEE PLAN FOR STUD TO STUD CONNECTIONS. MID OR j PT. BLOCKING TO BE 2x WfM 0.131"x T TOE OR END -NAILS EACH END. WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REOD. IF BRG. WALL IS INDICATED "NO UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TOE4WLEDIEND NAILED TO THE PLATES & THE 2K P.T. BASE PLATE CAN BE ATTACHED WHARD CASED GUN NAILS AND WILL NOT RED. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD0318DI U.N.O. ON PLAN. AT HEADER LOCATIONS WITHIN BEARING WAILS SEE DETAIL WFOB/SD2 U.N.O. ON PLAN. COLUMNS WITHIN BEARING WALLS wNPUFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL CONNECTOR PER SCHEDULE AT EACH COLUMN TOPIBOTTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL M07A THIS SHEET) WITHIN a- FROM THE COLUMN. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. AT NON -BEARING WALL LOCATIONS 2x4 SPF82 STUDS @ 21r a MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE (2)214 FLAT K3)0.13I-Xw TOE-4ALS EA. SIDE AND CRIPPLES AT 20b AT 2-STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @18"o.a A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A I? GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)0.131W TOE -NAILS OR SIMPSON DTC CUP. ATTACH BASE PLATE WEITHER GUN NAILS @32" . OR (2) 0.1481K7.1M NAILS TO EACH FLOOR TRUSS. . IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WTHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SPWS ARE REQUIRED. m61IQ 2-7/! SIMPSON SCREW AS INDICATED ON THE STRUCTURAL PLANS 'BASE ANCHOR INSTALLED @MAX. 2! O.C. W MIN. ANCHOR D0MAD CONNECTOR"W, SIMPSON TREN-HD, 1?THREADED ROD, 7• EMBEDMENTINTO FOUNDATION. AND 1? JSOLT, MAY SE INSTALLED AND OR SUBSTITUTED MAINTAINAMIN. 2-1N'EDOE DISTANCE rn BY THE CONTRACTOR WTHOUT ADDITIONAL REVIEW FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE. IMUTTEN INSTALLATIONSPECIFICATIONS AS REQUIRED. 90 ���: ALL "BASE CONNECTORS' SHALL BE SPACED AS INDICATED THIS SCHEDULE, T FROM ENDS OF WALL FRAMING, AND TtalAOm b W EPDXY 0iC ANCHDRILL & EPDXY: MIN. SAT' THREADED ROD. WITHIN 8" EACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F1564 GRADE 38, Fr -GIN., F-SOW, LBW INSTALLED MAX. 37 O.C. W MINN. T @ jtn 1. AT INTERIOR FRAME WALLS: SIMPSON BP OR BP512 SO. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL (7z7z3/18"). _ SIMPSON SET-XP EPDXY OR EQUAL. 2. AT EXTERIOR SHEATHED FRAME WALLS:USEXo2 SON E P 4 MAINTAIN AMIN. 2-7/1• EDGE DISTANCE BP OR SD. WASHER OR EQUAL FROM THE CONCRETE OR MASONRY FACE USING OLES0.22T). 3. WHEN USING WASHERS WITH SLOTTED ROLES, A STANDARD CUT MASHER IS REQUIRED BETWEEN NUT JiOLT. AND THE PLATE MASHER. ' i?'-BOLT INSTALLED @ MAX. 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER N. MIN. ASTM A307 OR BETTER W MIN. T SHALL EXTEND TO WITHIN i? OF THE EDGE OF THE 1N. EMBEDMENT. MAINTAIN A MIN. 2-iN' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE MASONRY FACE. LEG OF JSOLT SHALL BE A MIN. AS MEASURED FROM SHAFT BUILDER SHALL USE AN SIZED HEX NUT BUILD FACE TO END OF LEG AS SHOWN THIS O EN MATCHING THE DIAMETER OF THE ANCHOR. VERIFY ALL R OF THE SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS 2/3'a OF A TURN. 07 STANDARD BASE PLATE CONNECTOR SCHEDULE 1/!=1'd URFJ 5I6 AI HING AI RING NAIL END VERTICALS TO TO JACK STUD TRANSITION -\ KING STUD PER HEADER SCHEDULE. FASTEN SHEATHING TO- CONT. PLATES w/ 0.13,x 2-I? NAILS @ T O.C. THICKNESS AND TYPE PER PLAN O.C. ABOVE OPENING AND AT EA END OF HEADER SEE HEADER SUPPORT A FASTEN SHEATHING TO - SCHEDULE FOR CONT. PLATES w/ 0.131z 2.7? REQUIRED KING STUDS NAILS @ T O.C. 4'-.'MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL //''��--CONT,DOUBLETOP PLATEA/ BREAKS PERMITTED NO / BREAKS PERMITTED AT OPENING TOP OF FRAME WALL TOP OFAk � WINDOW -CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION" COLUMN SCHEDULE CONNECTOR SCHEDULE I BEAM SCHEDULE SIZE TO A MATCH WALL SIZE SPECI2K- SPF 02 BUILT UP FIED ON THE FRAMING PLAN) TAG SIMPSON CONNECTOR NOTES TYPE SSTUD PP(IEbs VALUES SYP(ID) SIZE CONNECTIONS (3) 2 -SPF 82 BUILT UP STUD COLUMN(STUD SIZE TO / (7} SDWC750DO SCREW, REFER TO DETAILS 1, to AND FRAMETO TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=12W MATCH MALL SIZE SPECIFED ON THE FRAMING PWI) ❑ SHEET SOV1C FOR INSTALLATION REQUIREMENTS 1E FRAME 485 B1520N LTAGBEAM (2)21SSYP TO BEAM: SIMP. HUMOR HUC46w/ (12)0.187x3j'(4) WEALS & (8}0.14rx T NAILS. (2105 UPL]FT=1135) 21_ SPF 62 BUILT UP STUD COLUFAN(STUD SI E TO MATCH WALL SIZE SPECIFED ON TIE FRAMING PLAN) (2} "DWCISOW SCREW. REFER TO DETAIL 5 ON SHEET SDWC FOR INSTALLATION REQUIREMENTS ID FRAME TO FRAME ORLY 1046 (2PLV 940 (1PLY 1195WITH (2PLV 1075PLATE 1? FLITCH TO MASONRY: SIMP.HUM OR HUC48W/(e)-I1^ 2SF TAPCONS & (4)0.146'z T. (U=780/R1XM ON MASONRY: MSTAM24 vd(SKA4Y z NNLS a D (2) 2X_ SYP 82 BUILT UP STUD COUSAN(STUD SIZE TO (5}7/4�¢-tAl' TAPCONS (UPLIFT =1 (7PLY TRU88 N1QAVM(18}0.1M'x 1-1?NAILS OR (2)PLY TRUSS HI OA-2 WR18)0.14Tz 1-IJT NAILS FRAME TO FRAME N1CA 7015 H1OA-2930 X10A 1706 H10A-210B0 IATCHMMLL SIZE SPECIFED ON THE FRAMING PLAN) (3)21_8YPi2 BUILT UP STUD COLUMN(STTA SIZE TO E TO POST: SIMP. HTS20 OR LSTA18 (UPLI Qj NT520 OR NT820REV W(18} 0.14T z 1-i? NAILS F FRAME 1215 1445 fMTCN WILL SIZE SPECIFED ON TFE FRAMING PLAN) 82X8 (2)D18 82 SYP WITH 1? FUTCH TO BEM(: SIMP.HU48 w/(14)).1STKA (6ASON "x T NAILS. 48C25OR PLI TO MASONRY: SIMP. HUMORMATCH (4) 21_ SYP 82 BUILT UP STUD COLUMN(STUD SIZE TO 2 ( J11T520 OR (2R1T8204(EV YM(18}0.14T x 1-1? NAILS FRAME TO WALL SIZE SPECIFED ON THE FRAMING PLAN) 6 EACH FRAME 243p 2890 PLATE NNLS & (10}�'x � TAPC ON MASONRY: MSTAM24 (b} j" x 2r TAPCONS (U G 4x8 SYP R POST a H2EAIN(10)0.131" z 1-1? FRAME TO FRAME 5M B75 O DTT2 W (8).114N x 2-1 IT SDS SCREWS & 1? EPDXY 4 COLUMN TO ,8� less TO POST: SIMP. HTS20 O TO H 4x8 SVPk POST ANCHOR 'S CMU/FTG. BEAM: HU410 wA18}0 a (2)- CSHP18 OR (2)- CS2D COILS STRAPS COLUMN TO HEADER. BEAM. OR COLUMN BELOW MIN. P ETA LENGTHS (TOP & BOTTOM) YN 11 131" x 2-1? NAILS ( �- 8 COLUMN TO 2� 2� 02,10 (2)211082 SYP VNTH 1? FUTCH (I%0.148k 3" NAILS. ) TO MASONRY: SIMP. H (100OWL"x T19DO) OAS. J BX8 SYP82 POST EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME PLATE (350DA1PLIFT=iB00) ON MASONRY: MSTAM24. K 1Dx70 SVP12 POST (PT IF USED IN AN EXTERIOR APPLICATION ❑9 CSHP78 OR GOES STRAPS COLUMN HEADER, OR COLUMN BELOW MIN. 8' END LENN GTHS (TOP 8 COLUMN TO 1030 1030 (5} k z 2r TAPCONS TO POST: SIMP. EXTERIORHT820 L 4x45YP 82 POST (PT IF USED IN AN EXTERIOR APPUG10N 7) & BOTTOM) W (14}0.737' x 2.7? NAILS. PROVIDE SOU BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME BZ112 (2mt1282 SYP�TOM WITH I? FLITCH PLATE TO BEAM: HU410 wR1SKA (10)<1.748k T NAILS. ASONRY: "IMP. H WIO O (70}0.,48'x T NAILS & (74)-j' T S. (35001UPLIFT=18M) ON MASONRY: MSTAM24 .148" X M Bx6SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION M 10 a 2} 0' SIMPSON SDWC75800 SCREWS TOP & BOTTOM O JAMB STUD COLUMNS. TOE -SCREW TO HEADER AND BOTTOM PLATE THROUGH WIDE FACE OF COLUMN PER FRAME TO FRAME 595 SBS N SA SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION DETAIL I2 SDWC (5)-r x 2r TAPCONS (uPUFT =1375) P 3-1-12" ENGINEERED LUMBER COLUMN. PER HTTSKT COLUMN TO FOUNDATION W (25} 010 x 2.1? TO POST: SIMP. HTSM OR LSTAie (UPLIFT-1235) TO BEAM: HU410 Wg18}0.167z * NAILS & STRUCTURAL COVER SHEET 11 So SCREWS. 508" ALL THREAD ROD TO CONCRETE WITH SIMPSON SETSG EPDXY. U.N.O. ON PLANS: MIN. S" 4 COLUMN TO 5380 5N5 (2)1 7Sx11 2S (10)-0.148k 3" NAILS. (3250/1PUFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 wl 31TF>t/!ENGINEERED Q LUMBER COLUMN. PER STRUCTURAL COVER SHEET EMBEDMENTTO CONCRETE FOOTING, MEASURED FOOTING B33x11.25 LVL (10)-0.14T NAILS & (14)-}" x * TAPCONS. 811 BELOW CONCRETE CURBS, W 2-1/! MIN. EDGE DISTANCE. (35ppA/PLIFT=1B00) ON MASONRY. MSTAM24 W(9)-Ol48' x 3" NAILS & 3-i/2Y7" ENGINEERED LUMBER COLUMN. PER STRUCTURAL R COVER SHEET 12 LSTAI8 W(14}0.148" x 2-10 NAILS (CENTER STRAP ON STUD) HEADER TO STUDS 1115 1235 (6} t x 2r TAPCONS (UPLIFT -1375) 8 37?N•1?ENGINEERED LlMffiER COLUIM. PER 73 (2µSTA18 W'(14}0.146" x 2-1? NAILS EACH (CENTER HEADER TO 2230 2470 TO POST: SIMP. HTS2D OR LSTA18 (UPLIFT=1235) TO BEAM: HU410 wA18}0.182k 3)j NAILS & STRUCTURAL COVER SHEET STRAP ON STUD) STUDS .6z11.875 (2)1.751111.875' (10)-0.14851 T NAILS. (3250A1PUFT=1786) TO MASONRY: SIMP. HU410 OR HUC410 W T 61/4 I -ENGINEERED LUMBER COLUMN. PER (1)-A34 ANGLE W (8)-0.131' x 1.1r7 NAILS @ 1e• O.C. FRAME TO 300 PLF 3M PLF STRUCTURAL COVER SHEET 14 MAX & S" FROM EA END. PROVIDE WEB FILLERS AS REQUIRED FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LATERAL) (LATERAL) LVL (10}0.148'x T NAILS & (,4} �' z 2I' TAPCONS. (3500IUPUFf=1BW) ON MASONRY: MSTAM24 WA9)0.148" x T NAILS & V S7- ENGINEERED LUMBER COLUMN. PER STRUCTURAL HGA70 W (4)1/! x 1.1? SDS SCREWS & (4)1K x 3" SDS FRAME TO 840 1105 COVER SHEET t5 SCREWS FRAME (LATERAL) (LATERAL) IS}}" x 21' TAPCONS (UPLIFT = 1375) X 7kOIT�ENGINEERED LUMBER COLUMN. PER STRUCTIAAL 18 MSTC28 W1(28)0.748" x 3-1/! NAILS CENTERED STUDS 2325 2890 TO BEAM: SIMP. HW10w/(18}0.187x 3]' & (10) 0.14T x T NAILS. (1250AJPLIFT=1795) TO MASONRY: SIMP. HU410 OR HUC410 w/ 17 MSTC40 W (24).0.14T x 3.114" NAILS CENTERED WI 8 STUDS TO 19IZ1 2306 31? zt t-7MP ENGINEERED LUMBER COLUMN. PER V STRUCTURAL COVER SHEET 21ON CLEAR SPAN & WEND LENGTHS STUDS 133.5x16 (2)1.75'xt6" LVL (10}0.14T x T NAILS & (14}t)12t TAPCONS. (3500NPLIFT=180D) ON MASONRY: (2) MSTAM24 WA9)Q.14rx T NAILS & St/! x 9.72' ENGINEERED LUMBER COLUMN. PER t8 HUC410 CONCEALED FLANGE HANGER W (72) 0.187 x 3.117 NAILS & (8) 0.148" x T NAILS FRAME TO FRAME U = 981 R =18B6 U = 1077 R - 2HM Z STRUCTURAL COVER SHEET (5} }" x 2r TAPCONS EACH STRAP (UPLIFT-27N0) "NAIL BEAM TOGETHER USING (4) ROWS OF 0.148" x 3 ' NAILS 9b W O.C. EACH SIDE 18 HTT4 W(18}0.107 x 2-10 NAILS W!W EPDXY ANCHOR 4,7 COLUMN TO FTG. 38M SYP: L: 38 PSULVL: 38,2 STANDARD COLUMN NOTES . NAIL ALL BUILT-UP STUDS PER DTL. WFOS/SDZ CONNECTOR NOTES TO POST:R) SIMP. HTS20 OR LSTA78(UPLIFT=2470) 1. UNLESS NOTED OTHERWISE ON THE PROJECT' PUNS, CONNECT ALL STRUCTURAL MEMBERS.- L ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. A TRUSS OR BEAM TO MASONRY (PERPENDICULAR CONDITION) NOT APPLICABLE B525AS (3)1.755116" LVL ON MASONRY: (2) MSTAM24 vd(9)-0.14n T NAILS & (5} }• x 2t TAPCONS EACH STRAP(UPUFT = 2750) 1. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLO POSTS. AT EXTERIOR CONDITIONS S. FLOOR TRUSS OR BUM TO MASONRY (PARALLEL CONDITION), WITH A MINIMUM EDGE NOT APPLICABLE 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF ABUNZ w/(12p.782k 3j' NAILS & �' EPDXY ANCHOR w/MIN. DISTANCE OF 3" 0.7M'k 3j' NAILS @ 8' O.C. EACH SIDE T E r E MBEDMENT C FLATTRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITION), WITH A NOT APPLICABLE TO POST: (2) SIMP. HTS20 OR LSTA78 (UPLIFT=2470) BIB: ABU962 wAl2p.182Y 3j' NAILS d j' EPDXY ANCHOR w/MIN. MINIMUM EDGE DISTANCE OF 1-1/2' T EMBEDMENT D. ALL ROOF TRUSS/PURUWRAFTER TO FRAME (PERPENDICULAR CONNECTION) ❑2 / Eq. OR a / EA ON MASONRY: (2) MSTAM24 vd(8}0.14rx T NAILS & 8x8: ASUSSZ w/(18p.16TX V NAILS & (2)" EPDXY ANCHORS./ E. HIP JACKS LESS THAN 7'-O' LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 B3.Sx20 (2)1.75k2P LVL (5}t x 21' TAPCONS EACH STRAP (UPLIFT = 2750) MIN. T EMBEDMENT �- ❑1 / EA. OR O / EA 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF NAILS a UIi-EPDXY 0.1M"x 3t NAILS @ 8. O.C. EACH SIDE ANCHrLVLORS w/MIN.TD ANC ORS14 MI .7" E BERM N F. GABLETRUSSES:INDICATED FRAMING PLAIN. STANDARD BEAM NOTES 4. P WITHIN INSTALLED =, WITHIN BRG. MALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/1O15TST0INTERIOR BRG. WALLS USING (3} 0.131" ALL INTEFERRIOR RUSSAIL S/JOISS INTERIOR FLGABLE R TRUSSES/JOISTS AND BASE PLATE" U.N.O.ON PLANS. I D BASE PLATES H. PROVIDE A SOLID BLOCKING WITHIN FLOOR SYSTEM UNDER z 3"TOE-NAILS. 2. IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)-0.131" X 3' TOE -NAILS. 1. NAIL ALL (2) 2X BEAMS TOGETHER USING (2) ROWS OF 0.14T x sr NAILS @ ALL HEADER SUPPORTS/ COLUMNS. I SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3, STRAP MAY BE INSTALLED OVER MAXIMUM 23/32' SHEATHING, USE 2-1/2" NAILS I.L.O. 1-1/2" NAILS. 17o (TYP. ONE SIDE) USE 3 ROWS W1EN WO OR LARGER. MIN. 7 FROM SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BY SIMPSON SPECIFICATIONS. HEX NUTS SHALL WRENCH TIGHT. W TURN. WLL TOP AND OF 0.148' BOTTOM OF BEAM. x 3]" NAILS @ 8'o.c. NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS (iVP. ONE SIDE) MIN. 2 FROM TOP AND BOTTOM '. COLUMN CALLOUT UNDER HEADER REFERS TO THE NUMBER S. ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN. /' EMBEDMENTTO GROUTED CMU I/TWA OF BEAM )F JACK STUDS REQUIRED. L W/ 2-1EA0 ENTT WALL W/ 2-1/4* MIN. EDGE DISTANCE. MIN. 7' EMBEDMENTTO CONCRETE FOOTING W/2-1/4'MIN. EWE DISTANCE. 6. 5/8' ALL THREAD ROD TO MASONRY WITH SIMPSON STRAP EPDXY. MIN.15' EMBEDMENTTO GROUTED CMU CORE 2. VERIFY WIPLAN CORRECT LENGTH OF BEAM REDD. (MIN. 7 BRG. EA END OR CONTAINING AT LEAST (1) VERTICAL I4 OR 85 BAR. MAINTAIN 2-1/4" MIN. EWE DISTANCE. IF THREADED ROD CAN BE MIN. T BRG. ON MASONRY) CENTERED WITHIN THE MASONRY WALL, MIN. EMBEDMENT MAY BE REDUCED TO 12". 7. 5/8' ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-3G EPDXY. U.N.O. ON PLANS: MIN. 7" EMSEDMENTTO CONCRETE 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. FOOTING W/ 2-1/4" MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12' END DISTANCE FROM EXTERIOR CORNERS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT MINIMUM DISTANCE FROM CORNERS IS 2-1,14" WITH A CAPACITY OF 2650 LBS. WRITTEN APPROVAL FROM THE E.O.R. & REFER TO SIMPSON LITERATURE FOR DIAGRAM45 ILLUSTMTING CLEAR SPAN & END LENGTH MEASUREMENTS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS & SIMPSON HTSM MAY BE SUBSTITUTED WITH SIMPSON HTS2D-REV NOTES & CONNECTOR LEGEND 29am W W� Z v + °n x o ac ac O go ZP- 540 r� E °a� LU 7 m 0 25 =e4Z - �m �wU 0>>4- z' :1z J W a_ �_ i f40. TA IDF O 2 p 5 BTRUC11JRAL ENO: TH W 'd j � DRAFTING: -STRUCT. N i) OCQECK, CC O m JOB W. STAR-i8B47 SCALE. AS INDICATED Z w DATE: 11rzb2mS o� w Ix ° m Z S5.2 �S E 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 domments wiftut the expressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH MLL HEIGHT INTERIOR ZONE ENO ZONE w-w 214 SYP 02 O Ir O.C. MAX 214 SYP 12 Q 1&'O. MA S•-0" ZA SYP #2. ts' O.C. MAX 2A SYP 82017 W-P 214 SYP a l 17 O.C. MAX 214 SYP 117-0• 214 SYP#1017 D.C. MAX 214 EXTERIOR SIDING • WMLL HEIGHT INTERIOR ZONE 81-0' 214 SYP n@ 1s• O.C. MAX O.C. Sur 2A SYP 02 0IT O.C. MAX .0 94" 214 SYP 02 018. O.C. MAX .C. 1p4T 214SM 12 @ 17 O.C. IAAX C. MA EXTERIOR FRAME WALL N • 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE�*V—DEW TO BE WTHIN THE WALL END ZONE. SEE CHARTS ABO ypR REQUIRED STUD SPACING PER EXTERIOR FINISH MATY�! 2 STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.. FRAMING PLAN. 3. SEE DETAIL WFIOISD4 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 2D% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WTH 2xs STUDS OR LARGER, STUDS ARE TO BE MIN. SPF f2 B IV O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW I DOOR OPENINGS 0 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW 2-STORY FRAMING - W502SD3 OPENING SITTING ON WOOD BEAM- WS4&SD4 & AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WSOdSD4 U.N.O. 4. IF SHEATHING IS MT 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 WFI0ISD4 AT ALL LOCATIONS AS REQUIRED, 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN I.4. 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 _ =s•-1-T.O.W. I ST FLOOR INTERIORIEXTERIOR BEARING VVALL — • s•-1' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL * =ALIGN WITH COLUMN ABOVE 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 SECOND FLOOR FRAMING PLAN w 0 W •Z. a:Q3 O I•••••� +`!Z V J Q d 9 z C p 10 E 8 Wn10 m J -o.iffi X �o - -j J . F4i QO O's" a w JOB Np. STAR-t881T Bb : AS INDICATED W DATE: 1t2N1029 S5.3 Ilr=l'-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. NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END ZONE 9'4T 2U SYP 02 0 IV O.C. MAX 214 SYP 02 6 IW O.C. MAX 914)' 244 SYP 62 01W O.C. MAX N4 SYP 92 O.. 9'1' 2.4SYP/2012'0.C.MAX 214 SYP C. 101-M 1 20 SYP 91 012' O.C. MAX 21W11.0 - EXTERIOR SIDING �/ f WALL HEIGHT INTERIOR ZONE E W-V 214 SYP s2019. O.C. MAX Wt4isO 214 SYP 0201s' O.C. .;Bdn !IV O. 94' 214$YPi201WO.C.MAX 10141' 214SYPR0IZ'O.C.MAX S EXTERIOR FRAME WA 1. WALL STUDS WITHIN SFT OF EACH CORNER CO BE WITHIN THE WALL END ZONE SEE CHAR QR REQUIRED STUD SPACING PER EXTERIOR FIN' I/fiERll 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE . N THE FRAMING PLAN. &SEE DETAIL WF1GISD4 FOR REQUIRED WALL SHEATHING fill 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 2D% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WITH 2.0 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 62 0IV O.C. MAX U.N.O.ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW / DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS026D3 OPENING SITTING ON WOOD BEAM - W546ISD4 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 W PER PLAN DETAIL FID/SD4 AT ALL LOCATIONS AS REQUIRED. S. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i... BUILT UP COLUMNS. CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY REM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION, WALL LEGEND _ =9'-1' T.O.W. 1ST FLOOR INTERIORAEXTERIOR BEARING WALL - = a-1' T.O.W 2ND FLOOR INTERIORIEXTERIOR BEARING WALL '* = ALIGN WITH COLUMN ABOVE 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 SECOND FLOOR FRAMING PLAN 1,8"_1, o910, h OZ _J LL a � 0 C 02 U, (� t H y W f� Z ♦L F N N .y 0 NIP yz m E 2 WE m J 80 LU az -i F - w 3xz a ccaEac: x .109 No. STAR-,8847 1ICi1LE: AS INOMJITEO W DnTE: ttn2i2o23 S5.4 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 witlwut the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 ALL FRAMING MEMBERS IN -18 ASSEMBLY SHALL BE SYM OR BETTER. REFER TO FRAMING PLAN FOR VANI DIMENSIONS. SHEAR MLL SEGMENT (tDIMENSIONED THIS L MALL SE INSTALLED CONTNU O R 8 FREE FROM PLATE SPLICES DISCONTINUOUS FRAMING.. PORTAL FRAME SHEAR WALL (2)-2x TOP PLATE PER PLAN . 2'd' NAIL SHEATHING W (2)- ROWS 0.131' x 2.1? NAILS & T O.C. SHEATHING TO HEADER W ' 0.131" x 2-IM" NAILS AT 3' O.C. 1 HORIZONTALLY d VERTICALLY AT PORTAL FRAME 3-12' x IIAW HEADER PER PLAT EXTERIOR SHEATHING & ' NAILING PER DETAIL WFIOISD4. ' M P ' MIN (3}2x JACK d (1}2x KING SOD FLOOR JAMB COLUMNS. NDER 2ND 1 1%2x4 SYP825TUDS a WILL INTERSECTION. (3)-b JACK STUDS (GARAGE OPENING) MIN. 7110' STRUCTURAL 1 1 SHEATHING. OR 1532' SHEATHING, MIN. (3}}21{JACKSODSE 1))2�! KING 6TUD. NAILED PER SVANDARD CONTINEXPOSUUOUS CONTINUOUS FROM BOTTOM HEADER NOTES. i PLATE TO MIDf1EiGMT OF 1 FLOOR SYSTEM. HAIL ALL EDGES O STUDS OR COLUMNS 1 W 0.1311Q-Irr NAILS @ 3' O.C. (2}2x BOTTOM PLATE. NAIL TO & 3' O.C. IN THE FIELD. SHEATHING W (2) ROWS 0.148' .7 NAILS Q T O.C. (2)-2x BOTTOM PLATE. NAIL TO a SHEATHING W (2) ROWS 0.14r x 3- r NAILS @ T O.C. FOUNDATION PER PLAN. w. GARAGE PORTAL FRAME EXTERIOR ELEVATION 72'=1•-0' (2).CS20 STRAP W 0.14r x 3- NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN.P END LENGTHS. (2)-Zx BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWI-­�' THIS DETAIL FOR CLARITY. III 3.5- x 112E HEADER PER PLAN. OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICALAND }� BLOCKING � ELECTRICAL PENETRATKINS. CONTACT E.O.R. FOR ADDITIONAL REVIEW IF AND SPLICES. (3} X (2}LSTA18 OR (2}CS20 STRAP W 0.148" x T A SINGLE OPENING LARGER THAN 18' W DE x 4r TALL IS REQUIRED, OR IF INGO.V V PANELS TO BLOCKING WI C9 C9 NAILS. STRAP CONTINUOUS FROM TOP PLATE S+ THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS TO JACK STUDS. MIN. V END LENGTH OVER Z EXCEEDS S SO. FT. Z Z JACK STUD. (2)-a BLOCKING BETWEEN STRAPS AIL w Uj AND HEADER "SR 0- a (GARAGE OPENING) O O MTT4 BASE CONNECTORS W (18) DISr x 2-117 i M SH tN'D EMBED BELOWCUERRBTOH FOUNDATION USING INDICATED PE7t I �I I I I I I 81MPSON SET-XP EPDXY. MIN. 2-I W EDGE FRAMING PLAN. Z Z DISTANCE FROM FACE OF CMU q0 W W MIN. H!J OPENINGS SMALL BE SIMPSON DTT2Z W ). 114" x 2-12" SDS SCREWS d 7!Y EPDXY ANCHOR. W LOCATED AWAY FROM THE O R• 11F ANCHORS HAVE MIN. T EMBEDMENT CONTINUE SHEATHING END OF THE WALL AT LEAST t!J OF THE WALL HEIGHT. E' w i BELOWLOWEST GAR AGE OR PORCH SLAB ABOVE AND ?, W SIMPSON SET-XP EPDXY. Z BELOW == OPENINGS W INDICATED ON x MID SPAN WAIL BLOCKING •, FRAMING PLAN. J U.N.O. ON FRAMING PLAN m 5 �{ FOUNDATION PER PLAN 53 . _ - • • -. - _ •. 21 SYP/2 STUDS 616' O.C. U.N.O. STRUCTURAL SHEATHING n (1) ANCHOR BOLT CENTER OF -" ON FRAMING BOTTOM PLATE PER SCHEDULE SMEAR WALL TO FOUNDATION PER PLAN. (3} 0.131-X ANCHOR BOLTS PER DETAIL WF07A ON NOTES d 3' TOE -NAILS OR WF07A ON CONNECTOR LEGEND SHEET. END NAILS TO TOP NOTES & END OF WALL ANCHORS �\�DETAIL & BOTTOM CONNECTOR PER FRAMING PLAN. PLATES. LEGEND SHEET INTERIOR ELEVATION a + %MX SPACING PER' - . a . _. .a SCHEWLE M .° IRSTANCHORAT I' O � ROM ENDS OF ....0 PYYL 11 TYPICAL INTERIOR SHEAR WALL BOTTOM PLATE SPLICE OR HOLD-DOWRIS. U FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL w (2) 0.131' x 2-12" NAILS G r O.C. 2A SYP82 BLOCKING 0 2r O.C.w(2)oI4S'x3' TOE -NAILS EA. END. FLOOR SYSTEM PER PLAN. SHEAR WALL PER PLAN, BALLOON FRAME O FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. y{ =ra WALL FRAMING d FLOOR -TO -FLOOR CONNECTIONS PER PLAN. IS' TALL bA SYP42 VERTICAL NAIL TO O.S.B. RIM BOARD W (2} ROWS 0.131" x 3- NAILS Q T O.C. (10 NAILS TOTAL). SW SHEATHING 1-LAB' O.S.B. RIM BOARD FLOOR SHEATHING d NAILING PER PLAN. (2}2x8 SYPI2 JOIST. NAIL PLIES TOGETHER W (3) 0.14T x T NAILS Q B' O.C. d T FROM EA. END. 1 HUC2&2 W (10} 0.162-x 317 NAILS 2-HOUR AREA 8EPARATION TO CARRYING MEMBER & (4} 0.14T x ASSEMBLY PER PARTY T NAILS TO (2}2t8 JOIST. WALL DETAILS. AT HANGER LOCATIONS, INSTALL - MIN. 12' LONG BACKER BLOCKS ON BOTH FACES OF IJOIST PER JOIST MANUFACTURERS WRITTEN WALL FRAMING d SPECIFICATIONS. FLOOR -TO -FLOOR I` CONNECTIONS PER PUN. J / HOISTS PER PLAN. 11 FLOOR FRAMING AT STAIRCASE (W/ I -JOIST) 1' 1'4r G 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. LIA H IL w OO m w z is�= C O a �O u in m J C N -LL of Mxz - LU I% O Ju) Ow 1-1 y �a 4JaoF S s111Ax:It1RAL BtD: TH vi DRAWING: z � STRUCT: Jv IMCHECK: CC JCBNa STAR•1BB47 scAle: AS INDICATED S6 M �♦T CQ O Z GARAGE BUCK DETAIL DORMER FRAMING DETAIL &MPSON DI ..._. AGONAL TO BEAM 2xex12 CENTER BUCK 3W DIA ANCHOR CENTERED HEADER PER / LOCATION END VIEW w/ CMU 2K) P.T. BUCK EACH SIDE OF OPENING HEADER (SEE PLAN) ?7 (5) I2a1B LAO SOLT AT EA DOOR BUCK EA SIDE OF DOOR, 7n8' O.S.B. EA SIDE PROVIDE 2' x 3/1S' THICK WASHER W EA Cr ANHOR.(181SOLTTO 21SUV TOO.S.B.W BE MAX. ABV. CURB, (2) 0.131' x 2-/!7 NAILS REST EO.SPACED EACH END -24' O.C.) END VIEW w/ WOOD FO ARCH WINDOW FRAMING DETAILS O2x STUDS @ 16' O.C. FOR KNEE WALL F @ 37 O.C. STUD TO ROOF FRAMING OLSTA18 B BELOW SLIT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN ZA BLOCKING wA2) 0.167 x 3-10 NAILS EACH OPROVIDE p END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE ROOF FRAMING BELOW AND .O.C. CONNECTv/ SIMPSON HTS20 @ 32 OROOF FRAMING TRUSS PER PLAN BELOW A J O2x F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF01/SD3OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPUER B O DOUBLE TOP PLATE OSIMPSON H H3 OR FIB @ EA END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING PER O PLAN AND ROOF FINISH PER PER ARCHITECTURALRUCTURAL SHEATHING �PL CURVED ROOF TRUSSELAYERS K O ATHINGCURVED 3W COX SHEATHING RAFTERS W (2) LAYERS 3M' COX SHEATHING NAILED @ W O.C. STAGGERED NOTE SEE ARCH ELEVATION FOR FRONT WNDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SIMPSON HGAI0 @ 32- OC SIMPSON HGA10 @ 37 W (4)11C x 7 BIDS TO TOP O.C. W (4)11473' SDS PLATES & (4)114-X 1-12 TO TOP PLATES & (4) SDS TO TRUSS 1/45c i-12 BOB TO TRUI SHEATHING NOT REO'D SHEATHING NOT READ TO BE CONT. @ THE TO BE COAT. @THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WLLL BEAM PER PLAN 77 SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON H1GA ATTACH PER PLAN DIAGON PLATE BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN. TYP. REOD GABLE END'L' AND/OR T WHERE O.H>fr, BRACING STRONG BACK PER GABLE REFER TO GE31/SDi END BRACING CHART 2t4 SYP 82 TOP CHORD BRACING CONTRACTOR TO FIELD VERIFY WHICH @ 18' O.C. MIN (2) TRUSS SAYS Y MAX. PLYWOOD CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REOD BACK FROM GABLE END (MIN. 48') A23 DIAGONAL TO I ' TRUSS BOTTOM CHORD. REFER TO GE02 FOR REQ'D PLyyypOp SIN' TYP. SHEATHING & 214 SYP 82 BOTTOM NAILING PER CHORD BRACING @ 16' w PLAN SHALL O.C. FOR FALSE BEAM RUN CONT. ATTACHMENT W (3) m ACROSS GABLE 0.748'Y 3' TOENAILS -NQFALSE TO BOTTOM OF EA. END MIN. (2) LL BEAM. TRUSS SAYS BACK ATTACHED PER FROM GABLE END NAILING (MIN. 4B') SCHEDULE - - 2x 00, TOPPLATE TO - MIN. 21A SYP 82 GABLE END W 0148'x STUDS @ 16' 3.1M- NAILS @ 6' O C O.C. W SINGLE 214 SYP 02 FRAMING FOR FALSE BOTTOM & TOP BEAM @ 1W O.C., IF REO'D W (4) PLATE W (3) 0.14Wx 3- NAILS @ EA TRUSS 0.148k 3' NAILS BRACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2K4SYP 82 HORIZONTAL PER PUN BLOCKING @ 16' O.C. W (3) IF REO'D 214823W 0.148'x 3' NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION CLEAR SPAN CONNECTION FTRAMEUDSODOWNF IS A SINGLE 2x '**NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING"'' WIDE SEE TYPICAL HEADER SHEATHING PER PLAN SHEATHING PER PLAN FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITIAMING L TYP. TRUSS TO FRAME CONNECTION PER CONNECTION PER STD. CONNECTOR INFORMATION STD.CONNECTOR I� NOTES (HEADER CAN BE NOTES 5 \ FRAME OUT TO BLOCK EITHER UPSET OR DOWNSET) EDGE AS REOD FRAME OUT TO BLOCK EDGE AS REOD 2K W (2)O.iSr%3-I2 TOE -NAILS EACH END LAST STUDOF —� (3) 0.16r x 3-12NAKB (TYP.) 214 SPF CONT. SLOCKING ATTACH TO 7n6' OSB W (2) 0.131' x 2-12 NAILS 7n6' OSB EACH SIDE, W 0.113, x7NAILS@ 1S' O.C. TO SIDE S TOP NAILER 2. BUCKS, 2K4 BLOCKS, (2) 0.162x 3-12 NAILS @ EA. END. NMALL GABLE BLOCK ADJ. BAYS @ EA DIAG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W SYP820R BETTER 0.131N 2.12 NAILS 6' D.C.(4) BAYS MIN(1) BAY AFTER BRACE IS REG O) 0.148'x 3' ILS DIAGC ACE TO )VIDE 2,4 BRACE EA ADJ. DIAG. ITEN TO DIAG. i) 0.1S2-x3-12 2x8 SYP 02 — LS. DIAGONAL BRACING, SPACED @ 48' O.C. BEONNING S-0' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 3'J' NO BRACE REOUIRED 3'3'<H14'•10' (1)2x4 L-BRACE 4'-/0<HAV4' (2)34 L-BRACE(SEE SECTION A -A) 34' < H4H2'4' STRONGBACK & DIAGONAL BRACE @ MID -HEIGHT 174' < Hl20'-0' STRONGBACK & (2) DIAGONAL .BRACES g 113 AND 23 HEIGHT 20 L-BRACE IF REQ'D SEE CHAR. 0.14n 3' NAILS a r D.C. GABLE VERTICAL 2ND 2N L-BRACE IF x REO'D. SEE CHART A -A GABLE VERTICAL L-BRACING LAST STUD OF KNEE WALL KNEE WALL JOINING UP JOINING UP TO MAIN HOUSE TO MAN HOUSE VWLLS SHALL BE ATTACHED TO (2) TOP PLATE WLLLS SWILL BE MIN. (2) 2c FULL HEIGHT WLLL I ATTACHED TO MIN. STUDS W (2) GI$7 x 3-12 ) (2) 2x FULL HEIGHT NAILS @ 1r O.C. 6WLL STUDS W 3.12 NAILS MIN. 20 SPF 021WEE WALL (2) 2x 42 SYP SEE PLAN 0120. a I D.C.x WITH STUDS @ FOR BEAM SIZE I 2 4 SPF 82 KNEE VIIALL SHEATHING G STRUCTURAL SHEATHING WITH STUDS @ le' ON BOTH SIDES FROM TOP BUILDER FRAME O.C. W STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REOD SHEATHING ON BOTH BEAM. ATTACHED PER I SIDES FROM TOP OF NAILING SCHEDULE I WALL TO BOTTOM OF OTHERWISE SP2 CLIPS BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP NAILING SCHEDULE PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE KNEEWALL AT DOWNSET BEAM NOT USED \ 12 12 MAX. 12 N12 MAX. SEE GABLE CONNECTION DETAIL FOR REOD CONNECTIONS DH ATTACHED TO EA GABLE 214 BRACE WITH (2) 0.14r x 3' NAILS (I) A23 FROM — STRONGBACKTO DIAGONAL BRACING 2x8 0.148'x 3' NAILS @ S. O.C. 3W=I,-w WI1ERE O.H ' T. REFER TO GE31/SD2 2xe SYP 82 DIAGONAL BRACING @ 48' O.C. AS REQUIRED PER GABLE BRACING CHART GABLE BRACING I-) SEE CHART MID HEIGHT OR 113RD HEIGHT STRONG BACK AS REOD PER rc GABLE BRACING CHART O GABLE END rc i SHEATHING 0 E5 FASTEN PER PLAN. KNEEWALL AT UPSET BEAM 214 BLOCKS, 0.131'x 3' NAILS @ EA. END. BLOCKADJ. BAYS @ EADWG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCK! w/0.131N 2.12 NAILS @ a O.C. (6) D.131'x W NAII NAILS BRACE TO BLOCKING PROVIDE 2.4 BRf TO EA ADJ. DWG FASTEN TO DIAG. GI31'x 3' NAILS. GABLE 1' BRACII SEE CHART FRO DETAIL GE02 GABLE BRACING RIDGE AND @ 43 O.C. MAX 46- FRI HORIZONTAL (-/- NO DIAGONAL BF IS REQUIRED FFK THE TRUSS HEEL THE HIP JACK GII INTERSECTION. PROVIDE 21 OLD' FOR NAILING I (2) Z. 82 SYP SEE PLAN �I �14 FOR BEAM SIZE « M2x SYP82 TOP PLATE WALL SHEATHING PER — WF70/SD3 FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS4H RADIUS AS REO'D (0.117`Ia ') RING SHANK NAILS IN 3' GRID PATTERN & 3' O.C. IN ALL FRAMING (STUDS AND SILLS) MrP.) 3/4,114r 2, STUDS AS REQ'D @ 16' O.C. w/ (3) 0148' x 3-lW TOE -NAILS TOP & BOTTOM NOTE: IF PANEL SPLICE - IS NEEDED ITS L OCCUR WITHIN 24' OF MID -HEIGHT. BLOCKING IS NOT REQUIRED. HT74 W/ 5/8' ALL — THREAD ROD. r MIN. EMBED AND MIN. 1.75' EDGE DISTANCE USING SIMPSON SET EPDXY OR EQUIV. ATTACH TO COLUMN USING (18) 0.16rx2 lr2 NAILS FOUNDATION PER — PLAN; SEE MFI0/S3 FOR CORNER BARS PORTAL FRAMING DETAIL 2x U! x WF10/3D3WN.13l'x2-12 z NAILS @3.O.C. IN ALL q FRAMING (STUDS, BLOCKING. TOP PLATE. O BOTTOM PLATE) -TYPICAL i 2x SYP FIT SILL PLATE: w IF OVERALL DIM ALLOWS O ATTACH w/ HORSJ-BOLTS/0 EPDXY ANCHORSL 3Y O.0 PER BOO WALL x SCHED. NO BOLTS W. 12' OF BASE CONNECTION RECESS FOR w PAVERS@ 7 GARAGE 0 10-1W, SHEATHING PER PLAN W MAX. PLYWOOD CANT. OVER HANG SEE ELEVATION FOR OVER HANG SIZE WHERE O.H. IS - W. REFER TO GE31/SD2 I 1, wgg, ilN!4 PROVIDE BLOCKING � BETWEEN TRUSS BAYS @ 4r O.C. FOR FIRST 3 BAYS CONT.2x4 GABLE END SHEATHING FASTEN PER PLAN SPLICE AS REQ'D SIMPSON H10A DIAG, TO BLOCKING TRUSS PER PUN TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES WALL PER PLAN (FRAME WILL SHOIMI; MAY ALSO BE MASONRY) 214 SYP82 BLOCKING BETWEEN TRUSSES w/(2) O.ISrx 3-I2 TOENAILS E0. END e�GABLE END C FLAT CEILING CONNECTIONS GABLE END BRACING (140D or 150C) STRONGBACK DETAIL I GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4'=1'-M 3/4'=l'4T 3/4'=l'4' COPYRIGHT MCD 2016: The information contained in this document is copyrighted and is the exclusive properly of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L-C. 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 N P Cr�Z Pe . r � ti r 0 Al a 8TRUCT 1910: TH I. oRAF7N10: BTRUCT: N 0 OCCFEOt: CC u�l JC8- STAR-18847 BCAIE: AS INDICATED Y( SATE lira 3 SD1z NOTE: PLATE LENGTHS MUST BE AT LEAST SO" LONG.TYP. TOP SPLICE O - DOUBLE 2X4TOP PLATE SIMPSON OTC, (2) ATTACH 2x4 STUDS TO TOP 0.131' x 2-1?NAILS PLATE W (3) 0.148k 3-I W INTO BLOCKING, (4) TOE-MLS TYPICAL AT ALL TRU68 PER PLAN 0.131"x 2-1? NAL6 TO TOP PLATE LOCATION BOTTOM SPLICE OVER - TRUSS PER PLAN STUD PIPE OR DUCTW (2) 0.148k T NAILS 07 O.C. PENETRATION OF MORE WITHIN 48' OF SPLICE THEN THAN 50% OF TOP (2) ROWS 0.14Wx 3" NAILS O PLATE WIDTH INSTALL 8"O.C. OTHERWISE SIMPSON PSPN516Z W (12) OA62'. 3-10 NAILS TYP. TOP & BOT. ATTACH 2.4 STUDS (2) 0.148k3" NAILS 0 T TO TOP PLATE W O.C. WITHIN 4B'OF (3)oI48k3-I/P SPLICE THEN (2)ROVYS ToTYPICAL - 0.148k T NAILS O 0• AT ALL LOCATIONS O.C.OTHERWISE 2.4 WALL BEYOND -� AGAINST 218 STUDS OB, M4W ATTACHED PER (WFOBSD2) ATTACH- STUDS TO TOP PLATE W (4) 0.148k 31/4" TOE -NAILS TYPICAL AT ALL LOCATION 2x4SYP BLOCKING. TYPICAL TOP PLATE SPLICE Q BRIG. WALL O 24' O.CC.. W (2) 0.148" 3/1'=I'4T x 3-1/4" END NAILS 0 EACH END. ROOF SHEATHING, WALL SHEATHING PER PI/IN NAIL PER PLAN PLAN DOUBLE TOP PLATE VA WALL SEE p SIMPSON SP4 OR SP2 OEACX STUD STD CONDITION @ FRAME WALL (4)0.14S z3'NAILS PREI`E ROOF TRUSTRUSS-SEE 0 EA. BLOCKING TO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PUN TRUSS PER PLAN SEE PLAN FOR NAIL PER PLAN (2) 0.148' x 3' NAILS CONNECTION TO BOTTOM CHORD 2x BRG WALL. SEE OEACH END OF PLAN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2x 214 SYP i2 FLAT UNDER GIRDER TRUSS (2) 0.148' z 3" NAILS TO BLOCKING, 0 24" O.C. U.N.O. BOTTOM CHORD W (2) 0.148' z 3iH' END BLOCKING OEACH END OF NAILS 0 EACH END. BLOCKING SIMPSON LSTA24 EACH WALL SHEATHING PER PLAN STUD 2x WALL, SEE PLAN 2, BRG WALL, SEE PRE -EN.. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2' BLOCKING @ FRAME CONDITION UNDER GIRDER TRUSS SEE PALT. CTIONR UUNO CONN FO WALL CLIP DETAIL (150MPH EXP. CMAX) /0.SECTION DOUBLE BEARING 314'=v-(r 3/4"=1'4T' 2X CRIPPLES 01S" O.C. W SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WIZEN STUD LENGTH IS - 12' USE LSTA30 STRAPS AT EA STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA SIDE W (11) 0.148'x SNAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.148" x 31/4" NAILS STAGGERED O 12 O.C. EA FACE OR (3) ROWS 0.148' x 3-Ile NAILS STAGGERED 012.O.C. FOR 2)(10 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 INSTALLE( PER WWFIDSD4) FILLING AND BLKING AS REQ9 W (2) ROWS OF 0.148' x 3-1 W 0 18- O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER W'OS/SD2 BOTTOM PLATE ANCHORS PER DETAIL WFWA ON NOTES & CONNECTOR LEGEND (2) ROWS 0.148" x 3-1 W NAILS STAGGERED 0 12' O.C. EA FACE OR (3) ROWS 0.148-x 3-1/4- NAILS STAGGERED O 12, O.C. FOR 2XIO OR GREATER HEADER LSTA30 HEADER TO j STUDS U.N.O. (ONLY j REQ'D. IF WALL SHEATHING CAN BE INSTALLED PER WFIOISD4) DOWNFRAMETO DOOR 2X STUDS TYP. ATTACH JAMB STUDS PER VVF0BISD2 BOTTOM PLATE ANCHORS PER DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET OPENING SHEET SP4 0 BASE OF E0. ` PT BASE PLATE STUD U;N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET HEADER DETAIL NOTES: I. UPLIFT CONNECTORS INDICATED ON THIS DETAILARE ONLY REQUIRED 1AHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P.T BASE PLATE SHOVO4 HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 0 BASE OF EA SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS. SCHEDULEFOR MORE INFO. 3. ACK 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. IPLIFT CAPACITY 0 HEADER TO STUD = 70DO 1/2=1'4" 4. CONTRACTOR TO NAIL 1 at KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDITL KINGS AS RED'D. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property 1 0.131"x 2-Irr NAILS O 4" O.C. SEE GE02 SDI FOR BLOCK SYP COMMON S ROOF TRUSSES PER PLAN. ROOF SHEATHING & NAILING DOUBLE2x4TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 214 ON TOP WALL OR PRE - OF 918 TO PAD OUT 70P ASSEMBLED WALL pANUW(2)G141rxT PLATE. ATTACH W (2) NAI. 0.148'x3 NAAIW 3" O.C. (FOLLOW NAILING LSOB'OC. C. (SOLID BLOCK W 218) (F REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) e°.Myy TOP SPLICE - DOUBLE 24 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) P MAX. CANTILEVERED SHEATHING OVERHANG. REFER TO GE3VSD2 FOR GABLE RAKE OVERHANG SUPPORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION VALLEY TRUSSES BEHIND GABLE OF PRESENT), SHALL BE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIER'S SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLE SHEATHING& NAILING PER PLAN, w SYP82 PLATE BEHIND VALLEY GABLE TRUSS. TO F.A. COMMON ROOF TRUSS W (2) 0.182' x 3-1/2' NAILS 0 24" O.C. MAX. ATTACH VALLEY GABLE TRUSS TO EA. TRUSS BELOW W/ (3) 0.182 x 3Arr NAILS 21 BLOCKING W (3)0.148-X VALLEY GABLE CONNECTION - 150C MAX. 1�1'-0" FLOOR SYSTEM PER PLAN, NOT O THIS DETAILL FOR CLARITY. (2)-2x TOP PLATE PER NAIL SHEATHING SHEATHING W (2)- ROWS OVERLAP TOP PLATE 0.131"x 2.1/2' NAILS & 3' O.C. AT CORNER NAIL BOTTOM PLATE TO EACH PLY OF BUILT SHEATHING TO HEADER W 0.131k UP COLUMN BELOW W NAILS AT 3' O.L. HORIZONTALLY d (2)0.148k3NAILS VERTICALLY AT PORTAL FRAME. TOP PLATE CORNER TRANSITION MIN (3}a JACK & (1)-21 ALL FRAMING MEMBERS IN THIS ASSEMBLY S. BE SYP12 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS, SHE Uq EMTA IN8T (2)-CS20 STRAP W 0.8'18" 14NAILS ON INTERIOR FACE OF WALL, STRAP CONTINUOU8 FROM COLUMN ABOVE TO REI FOR E FI" JACK STUDS. MIN. 8" END LENGTHS. cii-2x BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. PORTAL FRAME SHEAR WALL SV x 1125° HEADER PER PLAN. NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. V END LENGTH OVER JACK STUD. (ZI-2x BLOCKING BETWEEN STRAPS AND HEADER (3)-2x JACK STUDS-- MIN. TAT STRUCTURAL i SHEATHING, OR l5r32" EXPOSURE 1 SHEATHING, CONTINUOUSFROM BOTTOM PLATE 70 OI SLO®OVWM@ IAwTO ItAL 12- ROOF SHEATHING 240` TOSUB-FASCIA RMD44EIGKT OF FLOOR SYSTEM. SHEATH & BLOCKING 0 3" O.C. INTERIOR FACE OF W LL CONTINUOUSSIMPSON HTT4 WE FROMBOTTOM PLATE TO TOP PLATE.NAILCONNECTORSW(18) ALL EDGES TO STUDS OR COLUMNSW0.162k2-1? HAILS &SAT 0.131'x 2-U2 NAILS 03' O.C. & 3' O.C. INOOF POVERNAILS SHEATHING 6 NALINa THREADED ROD W MIN. 12 THE HELD.ER STRUCTURAL COVER EMBED BELOWCURBTOTES. SHEATHING SHALLYP.BLOCKINGa E CONTINUOUS FROMEND. a BLOCKING O 18' FOUNDATION USINGSIMPSONA SET-XP EPDXY. MIN. 2-1/4 EDGE (2f3BOTTOMPLATE NAIL TO OVERH NG 70 MIN.2d'(3}0.131"x3" DISTANCE FROM FACE OF SHEATHING W(2)ROWS0.148'HIND GABLE TRUSS.ILS EA. END CONCRETE CURB NNLS 0 T O.C. TRUSS PER PUN (2f21 BOTTOM PLATE NAILTO-(i)ANCHOR BOLT CENTER OF • RO w •.•� �00 �� a CO MI QI- HE) G ST _ V � 0 �/.1fB V 'R► Z 3 TENED PER �•• "�44 + O x� 0 •� OIBE K r ONE ' N SIDE iHR z a Y A u [MIN. 8" BELGW / TOP OF SPITED 0MOPP®YIIILE'IMTIIB"OV9MMN� 34 SYP.f20UTLOOKER 240.C. MAT(. SHEATHING W R) ROWS 0.148" x 3- '' SHEAR WALL TO FOUNDATION }y • O NAILS 0 3' O.C. -PER DETAIL WF07A ON NOTES & , FMOPP®OA0II: YOB' TO MAIL W O,M,: CONNECTOR LEGEND SHEET -, 2x4 SYP. n OUTLOOKER 018.2 OC MAX (310.131' x Y TOE4NNL8 TOP OF SPREAD FOOTING MIN (2}214 G STUDS FULL i FOUNDATION. PLAN. HEK3HT qNG STUDS (BELOW GRADE) REQUIRED EACH HEADER O OVERHANG 3W DIl F1554 GR.38 THREADED ROD CONTINUOUS FROM TOP PLATE TO FOUNDATION. SW DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE SUBSTITUTED. PROVIDE NUT&3kS 117XI12' PLATE WASHER ABOVE DOUBLENAILING END W PLIES FASTENED PER WFOB/SD2. z ROOF SHEATHING& 82SUB-FASCIA PER STRUCTURAL r2�48YP. 2} H25A GABLE TRU58 TO TOP PLATE. NUTS SHALL BE SNUG TIGHTENED 2r3 TURN. COUPLERS WITHWITNESS HOLES ARE PERMITTED OF THE SAME SIZE AND GRADE A6 TXE 3-IrX x 3VT ENGINEERED aSHEATHINGES. COVER BEUTLOOKER' THREADED ROD UTILIZED. EPDXYANCHOR TO FOUNDATION MIN. W BELOW OF PREA FOOTIN OXY O EOW.R1 SEcn� ArA LONE NS.VCONTINUOUS FROM ENDROPPED TOP CHORD BTOP UILDER U IA3SIDIS (OR518' JACK COLUMN pINBER EACH SIDE OF EACH 'OF OVERHANG TO MIN, CAST -IN -PLACE THREADED ROD W 3k3"0.228' PLATE VMSHER SAN HED THREADED ROD. Q 2A' BEHIND GABLE TRUSS. GABLE OVERHANGS GABLE TRUSS PER PLAN UP TO 24" BETWEEN TWO HEX NUTS, MIN W BELOW TOP OF SPREAD FOOTING SHEAR WALL DETAIL BETWEEN OPENINGS 1/r=ra a � 1'=r4r iENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3'4. OF THE THICKNESS OF THE LAST LAMINATION 3) FOR S-PLY, PROVIDE IWDIA. x 5-1/2' LAO SCREWS OR EQUAL (SPACE AS SHOWN FOR 3PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN H-1/4° 1' EDGE i-Ire EDGE 2-12" EDGE 0.148' x 3' 0 w 2-12 O w 2-1/4° 1-1/Y w 1148' z 1 NAILS 0.148" x 3" OPP. SIDE i IS w I ° 0.148'x 3"NAILS OPP. SIDE (2)21" (2)ZO. (2)2 . (2) 2x COLUMN TYPICAL BUILT-UP STUD COLUMN DETAIL OUTSIDE(2)24 x4 E OGE DISTANCE PER DETAIL w0.148' 17 NAILS i U � 1 n c I � O TI-11 O 0.148' X 3' NAILS w OPP. SIDE Q DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT S- 0/0 STAGGERED. OUTSIDE NAILS NAILED AT W O/C. OUTSIDE 2x's (3+) 2x COLUMN 0.131k2-10 SEEGEO2ORGE31/SD2 SEE GE01 FOR NAILS 0 4 O.C. FOR OUTLOOKER OR 0.131k 2-1? OUTLOOKER OR CONY.FRAME SHEATHING L NAILS O6"O.C. SHEATHING VALLEY TRUSSES E CANTILEVER CANTILEVER PER PLAN VALLEY TRUSS CONY. FRAME OR VALLEY TRUSSES � PER PLAN I EXT. SHEATHING; j, GABLE TRUSS ATTACH PER HAILING SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAIUNGSCHED.. _- G PER SHEATH NSCHEDULE - NAKINO OR (2)0.182k 3-1/P NAILS OPT. 2z4 BLOCKING TO EA. COMMON PERP. '0 EA VALLEY TRUSS TRUSS NAILED TO TRUSS BELOW 0 24- GABLE TRUSS TO TOP O.C. W (2) 0.182k 31/C PLATE W SIMPSON HGA10 0 48' O.C. &WIN SPAN ROOF TRUSS NAILS TYP. ATTACH TRUSS TO MAIN SPAN ROOF TRUSS DOUBLE TOP PLATE UPLIFT CONNECTOR RUSS BELOW USING T.U.B. (3) 0.1S2X 31/2 NAILS UPLIFT CONNECTOR PER PLAN (SEE SCHEDULE) 2< BLOCKING W (3) (SEE SCHEDULE) EXTERIOR BEARING 0.148k 31 W DOUBLE TOP PLATE WALL PER PLAN TOE -NAILED O EA END PER PLAN CONNECTION TO WALL CONNECTION TO TRUSS EXTERIOR BEARING WALL PER PLAN / GABLE END AT VALLEY MAMNG CONNECTION 3/4"=1'-V If MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the i (2) 2x BUILT-UP COL 21 BLOCKING W - (2) 0.148k3-1 W NAILS 0 EACH END - SIMPSON LSTA30 W (22)0.146W NAILS z, (ALL CORNER a CONDITIONS STRAP w AROUND TALLER H STUD) (2) 3 TOP PLATE - ATTACH 2x TO - BUILT-UP W (t) ROWS OF O.I4S`xT NAILS STAGGERED 08'O.C. STEP (2) 2<TOP PLATE WALL VERTICAL BLOCKING & 214 SYP 82 RIBBON. 2 RIBBONS ARE NOT NAILED TO EACH 0 REQUIRED IF SOFFIT VERTICAL BLOCKING HAS BEEN DESIGNED W (3) 0.131-Xr NAILS. TO SPAN THE 214 SYP i2 VERTICAL OVERHANG DISTANCE, BLOCKING. NAILED TO az OR IF THE DESIGN TRUSS OVERHANG W PLANS SPECIFY (3) 0.131k8" NAILS. i ANOTHER METHOD OF SUPPORT. REFER TO O MANUFACTURERS w��®M� BLOCKING O EVERY SPECIFICATIONS & DESIGN PLANS. OTHER TRUSS (48" O.C. _ MAX) r STRUCTURAL SHEATHING MULTIPLE VERTICALS& ATTACHED PER NAILING SCHED _ RIBBONS REQUIRED IF BLOCKING O-EVERY OVERHANG E%CEEDS 2A' TRUSS (24' O.C. MAX) m 2x482 SYP CONT. LEDGER OR CORNICE TRUSS BRG.& z CONNECTIONS PER TRUSS CHORDS. NAIL TO WALL PER PLANo FRAMING MEMBERS W (2) DESIGN 0.148k 8-Ile NAILS 0 24" O.C. MAX PAS' i SOFFITS & OVERHANGS IF MASONRY USE (2)1M- TAPCONS PER DESIGN PLANS. OR EQUAL O24'O.C.WMIN. 1-11C 44-MAX I2MAX FASTEN SOFFIT TO EMBEDMENT. MAINTAIN 4" END - CORNICE. EXTERIOR j DISTANCE & V EDGE DISTANCE SOFFIT OVERHANG WALL AND RIBBONS ¢ LENGTH PER PLAN PER DESIGN PLANS OR m TRUSS OR ROOF RAFTER MANUFACTURERS WOOD/MASONRY WALL WRITTEN OR TRUSS, SEE PLAN SPECIFICATIONS. w O DO LEDGER @ LOW ROOF /EF3t\ SOFFIT SUPPORT FOR OVERHANGS > 12" 314'V.Cr 1"=1'4Y m r Olpressed, Written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I JO SE o a v W p d z III � g z m O R O Z� w a m .- El J O Vn50 amp LL = t Z W3 10 m H-nco O F � r - Ow gtiwy Za W&*F 5 b SiRUCTU%k M: TH w0 OR/,FT1N0: z 3RMCT: N 0 QCCIECK: CC uwl JCBN". STAR-18847 i SCALE: AS INDICATED SD2 1t TYPICAL SCAB 2d5 COLLAR TIE HALF WAY - UP HEIGHT OF VALLEY. FASTEN w/ (5) 0.14E x 3" NAILS @ EACH END OW.) 2x6 RAFTER TO 2x9 RIDGE BOARD W A36 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X8 (MIN. MOTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE4ENG TRUSS BELOW W 1M'x4-117 SIMPSON SDS SCREWS M CUTE TO TOP CHORD OF ''aUSS BELOW 2M SYP #2 BLOCKING @ 48" O.C. MAX M (3) TRUSSES AT 2R' O.G. S �ITO ROOF SHEATHING, FASTEN PER PLAN 0.148Y31N' TOE4IAILS ® EA END. REDUCE ROOF SHEATHING PER PLAN ATTACH PER TYP. NON -LOAD VIALL MC�. SPACING TO 2/' O.C. @ VWLLS CARRYING RAILING SCHEDULE pfN' STUDS @ p,� O.ER AATTACH W (6) CX--`R SOFFIT, ATTACHMENT, LOADS SUCH AS CABINETS OR HEAVY O.C. MAX STUD SPACINGTOBE 0.131Y 2-7? WULS (MAX IwVER-nCAL S REINFORCEMENT SHELVING REDUCED DOWN TO GAP BETWEEN 17 PER ARCHITECTURAL SIMPSON OTC @ EACH 18" O.C. MAX @ LONG BLOCK & TRUS LOCATIONS CARRYING BOTTOM( CHORD/ DESIGN PLANS. HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) CORNICE PER LOCATION. ATTACH W n CABINETS OR HEAVY REDUCE OTC SPACIN 2x $CAB W/014851 T ARCHITECTURAL (8) 0.13152-12 NAILS (MAX F" VERTICAL GAP SHELVING. TO 24" O.C. FOR NAILS @ C O.C. DESIGN PLANS. BETWEEN 17 LONG HOLD TOP OF NG LOADS SUCHCAR AS LOADS SUCH _ PER -ERG TRUSSES _ BLOCK b TRUSS NON -LOAD BEARING H CABINETS OR HEAVY PER PLAN BOTTOM CHORD/ L SHELVING TRUSS BLOCKING.) BE W BOTTOM BELOW BOTTOM OF O TRUSS CONNECTION 21 BLOCKING. 17 TRUSS BOTTOM 2x BLOCKING x 17 LC PER PLAN LONG @ HORIZONTAL CHORD. @ TRUSS LOCATION 2x FRAME WALL PER BLOCKING LOCATION FOR CUP FOR CUP ATTACHEE @ 4B" O.C. ATTACH T PLAN SEE ELEV. FOR ATTACHMENT. ATTACH WILL SINGLE TOP O.X. SIZE TO WALL SINGLE TOP PLATE W / MIN. (4) PLATE W / MIN. (4) 0.13IN b12" NAILS. CONDITION @ FRAME WALL 0131N212'NAILS SINGLE 2. TOP PLATI SINGLE 2. TOP PLATE kNG! NON -BEARING WALL (PARALLEL TRUSS) 3/4'=1'-0' M"=1.47 2x8'e @ 24"- O.C. MAIt, FIELD FRAMED VALLEY DETAIL z ` � vEa vwl (2) Zx TOP PLATE J (2) 21K HEADER SEE PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2v BLOCKING W(2)0.,4T x 31M TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W 0.14T SAW 024'O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING - SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR FLOOR I SYSTEM DIRECTION 1 S MORE INFO FLOOR BEAM SEE PLAN FOR CONNECTION IF TRUSSES ARE PERP. TO WALL. INSTALL 2.4 BLOCKING W(2)0./4W x 3-71,r TOE-NNLS EA. END AND (2) 0.148'x3.1/4' NAILS TO EA STUD. 11r=1•-0 (2) 0.14CX31/4' NAL6 2d STORY WILL, V 214 BLOCKING W (2) SHEATHE ROOF PRIOR @ EACH STUD BOTTOM PLATE O.I67X312' NAILS @ TO OVER FRAMING. 2x4 STUDS @ 18' O.C. ATTACH PER NAILING EA END. BLOCK ADJACENT BAYS @ 12' GYP. BOARD SCHEDULE EACH DIAGONAL SIMPSON H1OA @ BRACE AS SHOWN EACH DIAGONAL FASTEN ROOF SHEATHING TO2x BRACE BLOCKING W w I CSIB EA STUD ABOVE 0.13192417- NAILS @ TO STUD BELOW W w O.C. 11' END LENGTHS 8 (5) 0.,62'z3.1/2' NAILS (18) 0.131k2-12' NAILS DIAGONAL BRACE TO 21 BOTTOM PLATE. BLOCKING PROVIDE 214 SYP P2 ATTACH TO DOUBLE CONT. BRACE W (2) TOP PLATE W (z) TOP PLAT-Iff 0AS74AW NAILS SDS 14'.SCREWS BACK DIAGONAL @ 17 O.C., BRACE. ----- STAGGER ROWGT V2X8 O.S.B. TO OVERLAP TRUSSES PER PLAN 2x BEARING WALL BOTTOM PLATE 1-iN'(MINDREFER OATH ROOF LOAD TO BEARING 2x LEDGER TO UPPER ZX4SYPP2 DIAGONAL OARD WALL SCHEDULE FOR FLOOR WALL W BRACE @ 48' O.C. MAX FASTEN CONY. 21 VALLEY RAFTER STUD BASE 1/45f312" SIMPSON 45" FROM FRAMING (OR PRE-ENG VALLEY TRUSSES) CONNECTIONS SDS SCREW @ 18' O.C. HORIZONTAL BRACE TO a<PLATE WITH SIMPSON MTS12 OR BOTTOM PLATE (2) 2x4 TOP PLATE NOT REQUIRED 9FROM EAVES. LSTA12 CONNECTORS ((5) C131' x 2-irZ ANCH'OR$ NAILS)@ EA. RAFTER TO PLATE CONN. 4l� BRACING @2STORY FRAME WALL SIC FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. i-1AY THICK OSS RIM BOARD. ATTACH TO ------- EACH JOIST FLANGE W (1)­ 0.131"x 2-1/7 NAIL. 1 HGA10, CENTERED BETWEEN EA FLOOR J015T, PRE ENGINEERED AND SPACED NO MORE THAN 24' O.C. SCREW lhr TRUSSES @ 24" O.C. (3)-7/4" x T SDS SCREWS TO 2x PLATE -BLOCKING L MAX. PER PLAN (4)-1/4" x 1-12" SDS SCREWS TO RIM BOARD. \ SEE ARCHS FOR ROOF WATERPROOFING AND PLATTSROGOIR FINISH MIN. 2x48YP#2 PLATE -BLOCKING INSTALLED TIGHT TRUSS ANCHOR (SEE BETWEEN F.A. FLOOR JOIST. NAILED TO DOUBLE TOP PLAN) PLATE W 0.131'x 3' NAILS @ 6' O.C. & 2' FROM EA END. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE WOIST PER PLAN. / 2z P2 SPF SIDS @ 18' (4)-0.131'x T TOE -NAILS EA I -MIST TO DOUBLE f 2x TOP PLATE. IJOI8TS PER PLAN, BEARING ON O.C. w! EXT. SHEATHING DOUBLE 21 TOP PLATE. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE ����•�1 FLOOR -TO -FLOOR CONNECTION (F W IF WALL SHEATHING SHEEATHING ISN'T COAT. LSTAIS STRAPS ARE REWD FROM STUDS TO FLOOR -BLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAS GIRDER BELOW IS" FROM THE EXTERIOR STUD FACEIF TRUSSESAR.... ....OTHERWISE. ADD FLOOR -BLOCKING BETVAEEN THE NEXT FLOOR JOST. SPACED - PARALLEL TO WALL 2d f1 CANT W(2) @ 24' O.C. MAX, W(2}0.131'x TTOE-NAILS TO TOP & BOTTOM CHORDS EA. END. 3/4" FLOOR SHEATHING PER 0.148' x LID NAILS AT (6} 0.131' x 2-12" NAILS: FLOOR LOOR FFRAMING NOTES. EACH STUD SHEATHING TO EA PIECE OF ATTACHED PER SHEATHINGROOF FLOOR -BLOCKING SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO iR/WOTB.O BOARD OR /JOIST FLOOR -BLOCKING SPACED @ 24" O.C. MAX, MATCHING FLOOR DEPTH. WAIL FLOORSLOCKINGTO TOP&BOTTOM CHORD 1 ' OF JOIST W(2)- 0.131'x T TOE -NAILS. HGA,O, CENTERED BETWEEN EA. PIECE OF FLOOR4I1.00KING AND SPACED NO MORE THAN 24.O.C. SCREWW(3)-1MXS' SDS SCREWS TO 21 PLATE -BLOCKING 8 (4} IhF x 1-12' SDS SCREWS I\7 TO RIM BOARD. FLOOR JOIST OR PER PUN. - (4)-0.131" X T TOE -NAILS EA. PIECE OF FLOOR -BLOCKING TO DOUBLE 21 TOP PLATE, PLAT`ALOOMBI MIN. 2x4 STP112 PLATE -BLOCKING INSTALLED TIGHT BETWEEN EA. PIECE OF FLOOR -BLOCKING. NAILED TO DOUBLE TOP PLATE W 0.131' x 3' NAILS @ 6" O.C. & 7 FROM EA. END. 1'=ra EXTERIOR WALL SHEATHING PER DETAIL WFIGISO4 2. BOTTOM PLATE PER PLAN. ALL BROW FRAMING (2} 0.131'x 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST SHALL BE MIN..4 SYP (AT 24" O.C. MAX). 02, OR P.T. IF IN CONTACT WITH 0.131' x 3" NAILS @ 4" O.C. & 7 FROM ENDS AND SPLICES; LEDGER MASONRY & SPACED 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM CONNECTION PER NOT MORE THAN 2C O. BOARD. BELOW. SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SPLICE EXTERIOR WAIL SHEATHING AT CENTER OF RIM PLANBOARD. (2). ROWS 0.131' x 2.117' HAILS @ 3' O.C. ABOVE SEE PLAN FOR W AND BELOW SPLICE. REFER TO DETAIL FIGSD4 FOR ADDITIONAL INFORMATION. WALL TYPE AND SPECIFICATIONS MIN. ZX4 SUB FASCIA, SLOPE CUT AS REQUIRED. FASCIA PER DESIGN DW CONCENTRATED LOADS, AND WHERE REQUIRED PER PLANS SEE DESIGN PLANS FOR BOARD MANUFACTURER'S WRITTEN SPECIFICATIONS, 'ALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM FASTEN EACH MEMBEREACH ADDITIONAL INFORMATION CHING SIZE AND SPECIES OF COLUMN ABOVE. END,W(i)'CI4S'x3- NOT SHOWN THIS DETAIL TOE-WULS MAX 1.4T MIN.(5)o14WxT 0.131' x 3" NAILS: RIM BOARD TO 2x PLATE -BLOCKING @ 6" NAILS O.C. & Z' FROM EA END. & EA SPLICE, 1.®GBt7G WALL CONNECTION AT EACH NBTALLID L®GER MBl6C DOUBLE 2. TOP PLATE PER PLAN. MIEN. (2) IW TAPCONS W 1-7M" EMBEDMENTINTO CMU @ 1T O C ," EDGE M = 150 MPH. EXP. C . IN -PLANE SHEAR: 335 PLF 1 12'=1.4Y 4" END DISTANCE 1.8): FRAME: MIN. (2)1/4- SDS SCREWS W 1-1/7 EMBEDMENT @ 1W O.C., 1" EDGE & 4- END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS BROW FRAMING DETAIL MAX. V-0" O.H. 1 1/7=1.4r EXTERIORMALL SHEATHING PER DETAIL Wid SD4 2x BOTTOM PLATE PER PUN. (2)- 0.131' X T NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT 2P O.C. MAX). 0.131" X 3" NAILS @ 4' O.C. 6 7 FROM ENDS AND SPLICES; Zx BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. - MIN. 1-118' THICK OSS RIM BOARD. NAITOFLOOR-BLOCKING W1(, } 0.131- X 24W NAIL TOP S BOTTOM. `rT SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. ROWS0.131'x2-,?NAILS TD.C. ABOVE O @ AND BELOW SPLICE. REFER TO DETAIL WF10/SD4 FOR / ADDITIONAL INFORMATION: ISELOWCONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURERS WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM \MATCHING SIZE AND SPECIES OF COLUMN ABOVE. `- 0.131' X T NAILS: RIM BOARD TO 21 PLATE -BLOCKING @ 8" O.C. & Z' FROM EA. END. 8 EA. SPLICE. DOUBLE 2x TOP PLATE PER PLAN. ASSEMBLY ALLMMLE CAPACITIES (LDF =1.6) VU =1S0 MPH. EXP. C MAX. IN -PLANE SHEAR: 335 PLF MAX. UPLIFT: 60 PLF ZK RAFTERS SEE SIMPSON LSTA781F SCHEDULE FOR S ZE, USED IN UEU OF SPACING & SPAN INFORMATION COLLAR TIE MIN. 2.8 SYP t2 LEDGER FOR CONVENTIONAL FRAME AND MIN 2,6 SYP L2 FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDSW(2)1M'x 442' SIMPSON SDS TYP. NON4_QAD SCREWS a- O.C. BEARING WALL PER MAX: TO GABLE END PUN. STUDS @ 24' STUDS W (2) O.C. MAX. STUD 114' x 312" SIMPSON SPACINGTOSE SDS SCREWS @14 REDUCED DOWN TO O.C. MAX.: TO ,8' O.C. MAX @ MASONRY W 2.6P.T. LOCATIONS CARRYING SYP 82 LEDGER W (2) LOAD$ SUCH AS 1/4" x 31/4" TAPCONS CABINETS OR HEAVY @ 17 O.C. I SHELVING. EXT FOR CONVENTIONAL FRAME USE SIMPSON LRU282 W (9) 0.148YJ" RAILS OR FOR PRE•ENGINEERRED TRUSS USE SIMPSON HGA,O USING (8}IMk 1-1W SDS SCREWS SHEATHING PER PLAN MIN. 24 SYP 82 RAFTERS OR 2.4 SYP 12 f2 PRE-ENGINEERED SEE ROOF SSES@ /PLAN 24"O.C.-..___ It HOLD TOP OF 214 a'WO$ BEAM W NON -LOAD BEARIN@ iT O.CWALLDOWIV 7-12" 1N'x31BELOW BOTTOM OF MAx; TOTRUSS BOTTOM CHORD. W,Mx TYPICALSHEDRO PLYWOOD CRICKET �-- 7 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 CW1\ CRICKET DETAIL lCONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SNORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5)0.148.4-19" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW Q TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) SEE FOUNDATION PLAN jr SAP THREADED RODd FOR ADDITIONAL INFO NUT SET IN ADHESIVE SIDE VIEW�BTSE OF POST "O i CORNER COLUMN FRAMING 21(COLLAR TIE (MATCH TO RAFTER SIZE) LOCATED IN UPPER SILO OF ATTIC SPACE. - ATTACHED TO RAFTER W (4)0.131' x 3' NAILS. NOTE: SIMPSON LSTA18 CENTERED AT ROOF PEAK WRAPPED OVER RAFTERS & FASTEN W (7) 0.148' x 22-1/2'-.. NAllb TO EA. RAFTER CEILING JOIST LOCATED AT THE BOTTOM OF THE ATTIC SPACE. SEE SCHEDULE FOR SIZE. SPACING & SPAN INFORMATION TYPICAL CONNECTION 0 GIRDER OR BEAM I FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) IrF?4 CONVENTIONAL DORMER RAFTERS 314�1'4r 1 i?=1'4Y 1'=,•-P (C.111.9 Attad,d 10 RaNara) U" Load = 20paf. Dad Load = 20W, USu= 240, FNxbls FlnW (ffwkK M Groaun bond) SYP#2 RAFTER SPANS SPACING 2x4 2x8 2x8 2x10 2x12 72 8-0 13-6 1 17-1 203 2310 16 1 7-9 1 11-8 1 14-9 17-6 20-8 18.2 7-7 108 138 184) IS-10 NOTES: 1) Span atoll bs natured alor19lls hodwntal pmjwdun ofdw MIN. 2) Rafbr ovdsrga d.N not exesd 6s 6-of 13 of tha r rW nor 2feat CEILING JOIST SPANS SCHEDULE (Unraubitablo AN. WRKwt Sbf p) LID/ Load =10paL Dad Load = spa. LA LL = 240. FWd4e Fm'sh firdud'xn Grown bsardl SYP#2 CEILING JOIST SPANS SPACING fn.) 2d (rt:I.) 2x8 (n-n.) 2.9 (ft4n.) 200 ") 12 7,-10 1" 24-7 2" ,6 109 78-,1 21-7 2s•7 ,9.2 ,D•2 15-7 1" 23-6 2/ 83 1311 ,7-7 ZfFi1 ELEMENTS NOT SHOWN THI it �NON•STRUCTURIL CLARITY. REFER TO DESIGN OR ARCHITECTURAL a� ROOF SHEATHING & NAILNG PfF PB NOTES. 1' ROOF TRUSSES PER PLAN. U.N.O. ON FRAMING PLAN: (2} T u. r\ SIMPSON SOWC,5BW 6CREW5 EA w TRUSS TO TOP PLATE. REFER TO -�- 55DWC. It `DETAIL Tnd FLOOR PLAT MIN�12"GYP6UM I PER PLAN 0 WALLBOARD iti OVERHANG & CORNICE PER DESIGN w CEILING PER PLANS. FSC-R702.3. 2x SYPrt2 SUBFASCIA W (3} 0.131" x SSS CEILING IS NOT TEND NAILS TO EA TRUSS (U.N.0) w DESIGNED AS A DIAPHRAGM. DOUBLE 2, TOP PLATE. REFER TO DETAIL WFW/SD2. (3).0.131'x 3"TOE OR END NAILS, -I EA. STUD TO TOP PLATE. a (,} Ir SIMPSON SDWC15800 SCREW, INSTALLED TO THE INTERIOR NARROW FACE w PER iSSDWC; EA. STUD TO TOP PLATE. w EXT. WALL SHEATHING PER DETAIL WF1dfSD0 0 0 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & �d SPECIES OF STUDS. NAILED BETWEEN STUDS M (3).0.131' x 3" TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER O FRAMING PLAN. SIZE PER DESIGN PLANS. p i MIN. 1? GWSUM WALLBOARD PER 2 FBC-R702.3. 5 a 3µ' FLOOR SHEATHING PER FLOOR FRAMING NOTES. ¢ f (3)-0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. y a0a FLOOR TRUSSES OR JOISTS PER N FRAMING PLAN. REFER TO DETAILS W520 AND DRAFTSW527 TOPP ON THIS SHEET FO R 11 WHERE WING IERE FLOOR -TO -FLOOR CONNECTION 1 rI REQUIRED PER INFORMATION. I FBC- R 302.12 Au ' FLOOER R PLATE !FLOP PPLAN F - DOUBLE 2, TOP PLATE. REFER TO DETAIL w WF07/SD2. (3)- 0.131'x T TOE OR END NAILS, EA, STUD TO TOP PLATE. MIN. I W GYPSUM WALLBOARD CEIUNG PER p FBC-R302.13. EXCEPT INHERE5/8' TYPE X 0 GYPSUM WALLBOARD IS REQUIRED PER < FBC4R302.6. CEILING IS NOT DESIGNED AS A Z DIAPHRAGM. w w EXT. WALL SHEATHING PER DETAIL WF70fSD4 L�90 MID -HEIGHT 2x BLOCKING, MATCHING SIZE & 2 SPECIES OF STUDS. NAILED BETWEEN STUDS J M(3} 0.131'x T TOE OR END NAILS. a i i w Zx STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PUNS. O MIN. ,2' GYPSUM WALLBOARD PER FBC4R702.3. N C (2)- 412" SIMPSON SDVVC15M SCREWS, INSTALLED PER DETAIL id SDWC; EA. STUD TO c BOTTOM PLATE. ZZ IS} 0.131'x T TOE OR END NAILS; EA STUD TO w BOTTOM PLATE. 2x P.T. BOTTOM PLATE, ATTACHED TO w FOUNDATION PER SLAB ELEVATION DETAIL WF07Al NOTES PER P S CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. y ASSEMBLY ALLOWIASLE CAPACMES (LDF =1.6): MAX IN -PLANE SHEAR: 192 PLF MAX. UPUFT: 442 PLF NZj TYPICAL TWO STORY EXTERIOR WALL-/ JOIST W 3M11-4r _w N, S v 01 g A.B � 8LL yd Z = + O C A 00 81 C w�0 m J -_ ` Z h-a3 - Mxz 0 W C F6- ayNy _ WaoF GQC CHEOC CC JCS No. STAR-18B47 SCNE: AS INDICATED 4 DATE: 1122r= SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, WMlten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WNDCW JACK STUD COLUMN PER PLAN. MN. - (2} Z, SYPN2 STUDS EACH. (1)- E SIMPSON So= SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL 13401M) (TWO SCREWS TOTAL). HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TO ALLOW PROPER INSTALLATION OF SDW SCREW. HAIL TO JACK STUDS W/ MIN. (4} 0.131" x T NAILS. FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. OF PLATE V P REPLAN DOUBLE 21 TOP PLATE PER PLAN MIN. (2} 2x SYP{2 STUDS MATCHING SIZE OF - COLUMN ABOVE, CENTERED BELOW JACK STUD COLUMN. COLUMN TO HEADER 1"=14r COLUMN, OR JACKS, KING STUDS PER PUN. - MIN. (4)- 21 STUDS. (2)- 412' SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 10/SDW:) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOR PUWP OF PLATE PE DOUBLE 21 TOP PLATE PER PUN. �- (I). V SNAPSON SDWC SCREW INTO WIDE FACE (PER DETAIL 10VSDW;) OR NARROW FACE ('ER DETAIL 13/SDWC). COLUMN PER PUN, ALIGNED WITH COLUMN ABOVE. MIN. (4)- Zl STUDS. COLUMN TO COLUMN CONNECTION ACROSS FLOOR 1"=1'4r 1* E SIMPSON SDWC SCREW INTO NARROW FACE OF EACH STUD (SIMILAR TO DETAIL 131SDVLC) (TWO SCREWS TOTAL). (3). SIMPSON SDWF2724.TUW SCREWS: ONE ON EACH SIDE OF COLUMN W/ MAX. 1"FROM EDGE OF WASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. (2)-E SIMPSON SDWC SCREWS INTO NARROW FACE OF STUD COLUMNS (SIMILAR TO DETAIL IWSDWC) (4 SCREWS TOTAL. (1 } 412" SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13VSDWC)(TWO SCREWS TOTAL) (2)- 41l7 SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL l0/SDWC) (2)-SIMPSON SDWF2724TUW SCREWS EACH SIDE OF COLUMN W/ MAX. I'FROM EDGE OF WASHER TO COLLMN. (I I- E SIMPSON SCUM SCREW INTO WDE FACE (PER DETAIL 10/SDAC) OR NARROW FACE (PER DETAIL /3/SDWC). (1)-S' SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL 13/SDWC) (2 SCREWS TOTAL). ULIFTCONN. CAPACITIES:SDVC158W IBM SDWCIS45G 19700 IS DW-2721: 2832R 1. ALL EXTERIOR WALL. SHEATHING SHALL BE INSTALLED AS MIN. 1507 EXPOSURE 1 OR WIT 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 W MAX. OAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND ENI JOINTS. 14" MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: 1/7 GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 1-1/8" THICK WOOD STRUCTURAL PANEL (O.S.BJ 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(S) AND/OR FRAMING DETAILS, DOUBLE TOP EXTERIOR WALL SHEATHING SFMLL EXTEND PLATE PER PLA� E TOP OF THE DOUBLE TOP TO NAIL EXT. WALL SHEATHING TO DOUBLE TOP PLATE W/ (2} ROWS 0.131"x 2-1/2' T O.C. NAILS @ S' O.C. STAGGERED I-12N 3/4" EXTERIOR WALL SHEATHING A TYP. NAILING AT DOUBLE TOP PLATE COLUMN, OR JACK& KING STUDS PER PLAN. MIN. (4). 21 STUDS. (Z} 412" SIMPSON SOWO SCREWS INTO WIDE FACE (PER DETAIL 100YWIC) J FLOOR SYSTEM PER PUN. I. SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. TOP OF PLATE O DOUBLE 21 TOP PLATE PER PLAN. HEADER PER PLAN. L COLUMN, OR JACK& KING STUDS PER PLAN. - MIN. (4)- 2x STUDS. G)- 412" SIMPSON SDWC SCREWS INTO WIDE FACE (PER DETAIL 101SOVLC) FLOOR SYSTEM PER PLAN. SQUASH BLOCKING WTHIN FLOOR SYSTEM MATCHING SIZE & SPECIES OF COLUMN ABOVE. VPTOP OF PLATE ER PLAN UPSET HEADER I* 41/7 SIMPSON SDWC SCREW INTO NARROW FACE OF EACH INTERIOR STUD (SIMILAR TO DETAILF EACH INTERI SCREWS TOTAL) (2)- 4-12" SIMPSON SDWC SCREWS INTO WIDE rrf l / FACE (PER DETAIL 1GGDWC) (2)- SIMPSON SOWF2724-TUW SCREWS EACH SIDE OF COLUMN W/ MAX. 1" FROM EDGE OF WASHER TO COLUMN. & zND FLOOR STL SEE PLAN FOR MC INFORMATION SCREWS INTO INTERIOR (4}EOF HEAD R(SI FACE OF HEADER (SIMILAR TO DETAIL 1 12" O.C. 1 131SOWC). SPACED AT 1-I W O.C. & CENTERED TYP. UNDER COLUMN ABOVE. SEE FLOOR FRAM PLAN FOR FLOOR SYSTEM INFO. SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WI 0.148"X 3.1/4 SINK INSET HEADER SCREW INTO NARROW (1 } 412` SIM H INT INTERIOR FACE OF EACH INTERIOR STUD (&BREAK TO (2) 2, TOP PLATE DETAIL 13/SDWC) (TWO SCREWS TOTAL) (2} 412" SIMPSON SUM SCREWS INTO WIDE 2. 1ST FLOOR ST SEE PUN FOR MI FACE (PER DETAIL 10/SDWC) rr11T' l INFORMATION W SMPSON SDWM4-TUW SCREWS EACH I SIDE OF COLUMN W/MAX. 1" FROM EDGE OF FOUNDATION PEF WASHER TO COLUMN. PLAN DOUBLE 2t TOP PLATE PER PLAN, 2E it � JT z jy (4} E SIMPSON SDWC SCREWS INTO NARROW MIN. (4} 2x SYPi2 CRIPPLE STUDS MATCHING , FACE OF CRIPPLE STUDS AT TOP & BOTTOM SIZE OF COLUMN ABOVE, CENTERED BELOW (SIMILAR TO DETAIL 13/SDWC). COLUMN. CRIPPLE LENGTH TO BE T MIN. "\ \ ��` HEADER PER PLAN. 1 I COLUMN TO HEADER CONNECTION ACROSS FLOOR uPLlFr coNN. cAPAcmeS: ( PLIFTCONN- 1800t 1•=1'-0" ISISDWC15450: 18700 2 DWF2724: 28321 SHEATHING NAIL LL PANELS TO RIM BOARD PA ELST /////3�S"/ THING SHEATHING AT VERTICAL / W 12} ROWS 0.131"X NAIL SHEATHING PANEL JOINTS ("EDGE u1 O 2-12" NAILS @ T O.C. STAGGERED 1-12". "2* TO EACH NAILING W 0.131' x (j 2-12' W11L3 @ E O.C. i MAINTAIN MIN.FROM ti INTERMEDIATE O MAINTAIN 3W TO EDOE O STUD (9N THE Ip OF PANEL STAGGER EDGE OF PANEL. ¢ %IELD7W 0.131 U i NAILING ON EACH SIDEO 17 2-12' NAILS @ OF PANEL JOINT. C-O.C. AT 17 O.C. / ,� SHEATHING SPLICE AT THE MAINTAIN PAN ELS i_ O T Mill EIGHT OF RDA / BETWEEN PANELS 2 Q1.1/I `L BOARD. MAINTAIN 12' GAP BETWEEN PANELS. MIN.2x STUD CENTERED EXTERIOR WALL ON VERTICAL PANEL SHEATHING JOINT. EXTERIOR WALL SHEATHING �\ C TYP. PANEL SPLICE AT WSP RIM BOARD ! D \ TYP. VERTICAL EDGE &FIELD NAILING NAIL EXT. WALL SHEATHING TO HEADER W 0.131' x 2-12• NAILS @ E O.C. TOP & BOTTOM MAINTAINING 3W EDGE DISTANCE. AT EA. END OF HEADER, NAIL SHEATHING TO HEADER W (8). 0.131"x 2-12" NAILS. NAIL EXT. WALL SHEATHING TO TOP SILL PLA W/ 0.131N x 2-1 W NAILS @ S' O.C. NAIL EXT. WALL SHEATHING TO JACK STUDS 0.131"x 2.1/7 NAILS @ TOP & BOTTOM. & THE 6"O.C. HE !f,.WALL SHEATHING TO SILL PLATE W k US O.C. IN THE FIEL . AT VERTICAL PANEL JOINTS. tz FOUNDATION PER PLAN. 0-131"X 24W.NAILS BE7VVEEN SHEATHING \ \ @ T O.C. MAINTAIN AND FOUNWTION OR 3/4' TO PANEL EDGE. MASONRY, ERIOR SHEATHING DETAIL (2 STORK TYP. NAILING AT BOTTOM PLATE TYP. SHEATHING & NAILING AT OPENINGS 12•=r4r I-1rr=r4r 1-i2"=ra COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L-C. Any use, duplication, or transfer of these documents without the SIMSPON USTC402ND FLOOR STUDSTOIST FLOOR STUDS WITH (32) 0.14WX 3-1W SINKERS ��� ATTACH 2. STUDSWf; 9-1? NAILS L7 0 r O-C. `� CORNER SIMSPON M8TC4021D FLOOR STUDS TO 1ST • p� r!; FLOOR STUDS WTH (32) 0.148"X 3-IM SINKERS (3) 2K BUILT UP COLUMN ATTACH PER 0(� 2 C7 • 'd Q� O = V NAILING SCHEDULE UU �~ • G ATTACH 2z STUDS W (2) 0.18Y'X 3.12' NAILS Z Z @E O.C. /J Y : 0 LL ALTERNATIVE STRAP: (2)- CS20 COIL STRAPS COLUMN TO J� COLUMN W MIN. V END LENGTHS & (14}0.131"x 2-12" NAILS EACH END. V PROVIDE SOUK BLOCKING WITHIN '� ` HTT4 W 518'ALLI,ti t W ATTACH 2x THREAD D. T MIN. STUDS W (2)2) ROWS EMBED. W SIMPSON p OF 0.1S7X 3.12" SET EPDXY OR EQ. NAILS@E O.C. GKUFrA MOOq/Bt/'A ATTACH COLUMN (18)0.14EX2-/2NAILS O HTT4 W S/8" ALL I THREAD ROD. T MIN. u1 EMBED. W SIMPSON (3) 2, BUILT UP STUD SET EPDXY OR EQ. n COLUMN ATTACH PER WIF SD2 ATTACH COLUMN W (18)0.14EX2-12"NAILS Ili ATTACH 2x TO BUILT p UP STUD COLUMN W (2) RCW/S OF 0.1SrX 3-12" NAILS @ E O.C. / 3(411'-M 3 w ♦A V pi O SHEATHING PER PLAN ATTACH PER NNUNG 0 J E7 2x STUDS NG ,SEE LAN FOR RACING SCHEDULE 2K BOTTOM PLATE W _ ARE N A ROW(OILY JAMB STUDS BETWEENS�AD JE�xl"Bn�WN0011/6 MUST NAVE LSTA30 STRAPS TOP 8 F ¢ SPFlo AND RADE SEE ARCH PLAN II)SIMPSON SDWC w TooSIZE 58005CREW@EO.C. &S"FROM ENDS AND BOITOM AID EACH BOEOFOPB1gWltAA8/CLP8T0TRAN� y SW FLOOR SHEATHING SPLICES.SCREWTOBE =ATEIVL LOADS INK ATTACHED PER FLOOR NAILING NOTES INSTALLED TO CENTER Ln SIMPSON LSTA24 SOLIDS RING @ O OF RIM BOARD BELOW STRAP W (22p.14T % T N/VLS. BEND STRAP HEADER SIMPSON 1[ a �,~3 OVER TOP PLATE MA%. SP4 W (6) 0.148" xt-1!7 @ 2P O.C. w &L N RIM BOARD BLOCKING 024" O.C. MAX y $ T. THEN RUN DOWN (USE SPA @ 2N STUDS aO € O ATTACH TO DOUBLE 1 Z TOP PLATE USING (1) \1\ FACE OF JAMB 6TUDSHEADER. & SPB N 219 STUDS) 1& 1� ♦/3 V / ffi SIMPSON A34 ` (ONLY REQ'D IF WALL SHEATHING CANT BE (2) 2K SPF TOP PLATE W J t IJOIST 024"O.C. (MAX) RIM BOARD PER TRUSS MANUFACTURER. ATTACH TO EACH JOIST INSTALLEDAS INDICATED) U.N.O.ON PUN HEADER -SEE 2ND FLOOR PUN FOR MIN. <O x ~ O F IMIML X ATTACH RIM BOARD TO BEAM FLANGE W (1) 0.131"x 2-12" NAIL EXTERIOR SHEATHING FROM TOP OF WALL HEADER BILE & REQO JAMB STUDS W W S BELOW USING (i) SIMPSON (I) ROW 0.131"x 2-12" TO BOTTOM OF FLOOR = W x A35 013' O.C. MAX & S' FROM NAILS @ T O.C. WALL SYSTEM (RIBBON / O% j ENDS &SPLICES SHEATHING TO BEAM) ATTACHED PER " f+� Q SEMI OR FLOOR RIMBOARD . GIRDER PER PUN NOTE: REFER TO JOIST MAIN SPECS (2) ROW/S 0.131" x 2-12" W a NAILING SCHEDULE. IF IF HEADER IS UPSET t� SHEATHING CAN NOT FOR BLOCKING NAILS @ T O.C. WALL BE INSTALLED AS AND WINDOW IS LOWER: (1) 2x SILL h W 9116 REQUIREMENTS SHEATHING TO BOTTOM OF BEAM INDICATED, l CONTRACTOR 70 PLATE W(2)0.148"xT C pq PARALLEL TRUSS TO DROPPED BEAM LINSTALL �As SHOWN TEADER s.ENI LESS THAN ENINGS DI LESS THAN W (2) W SILL PLATE (2) Z z F. F. � F" z Z C � 3/4"=1'4r (2) 2K SILL ATWINDOW W 2, CRIPPLE STUDS 0.148"x SNTOE-MLS OPENING LARGER THAM+'FT (2) 2K SILL W G :? IO W ee O C R AT EA END NAILED TO STUD PACK W 0.148'4 PLATE W A35 CLIPS o Z I A O.C. 3' NAILS @ 8" EACH SIDE W Z. CRIPPLES tE O.C. x m Z = a THEN STUDS @ 16' O.C. ATTACH SILL W @ W (2) 0.14E x T z� 10 WOF xT TOE-NAMES AT EEND TOE -NAILS r IWSHEATHING _, m.1 OSILL(MAX OPEN-0 R' = FpJA - WDTH 4'-W), USE A36 ( '0 x WI Z CLIP A7 END FOR 1 'l 1 F IL 3 OPENINGS GREATER \ THAN 4'BUT BU7 LESS i- = fO - THANE y� t F W ul W J x Z SIMPSON LSTA3D 02 LE F It }�} STRAP CENTERED 2 i U. W OD [- BETWEENCOLUMN& 0W as 3 GIRDER/BEAM BELOW G p STRUCTURAL ENO: TM W (22p.14E X T SEE FRAMING PLAN w We CRAM' NAILS. (ONLY REOM IF FOR FLOOR VWkLL SHEATHING CONNECTION K 5� amcr: N CANT BE INSTALLED a Wes' CC AS INDICATED) FLOOR CRIDER OR j N y 'ENO' STAR-18847 SCALE: AS INDICATED BEAM DATE: 11222023 NOT USED HEADER CONNECTION p 2nd FLOOR HIGH BM o S D4 314"-1'a W FO Expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,I - ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE BELOW USING (I) SIMPSON SDAF2724 (027 x 24') SCREW Q 2s O.C. MAX, MAINTAINING T FROM ENDS AND SPLICES 214 8VP82 RIM -BLOCKING BEHIND RIM BOARD. NAIL TO RIM EXTERIOR WALL SHEATHING PER DETAIL WF101 SD4 ALL PANEL EGS SHALL BE SHEAR BOARD W (2).0.131"x T NAILS Q 3' O.C. SCHEDULE I.LOEOF NAILING INDII CATED ON FLOCRSLOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST IV FROM THE EXTERIOR STUD FACE.... ....OTHERWISE, ADD FLOORSLOCKING BETWEEN THE NEXT FLOOR JOIST, SPACED - , 21 BOTTOM PLATE PER PLAN. M-0.131' X 3' NAILS; 2x BOTTOM PLATE TO EACH JOIST (AT Q 24" O.C. MAX. W (2)- 0.131"x 3" TOE -NAILS TO TOP & BOTTOM CHORDS EA. END. MIN. 1'd' 24' O.C. MAX). 3W FLOOR SHEATHING (2)0.131"x T NAILS Q T O.C. & 7 FROM ENDS AND SPLICES; (ei 0.131' x 2-I(P NAILS: FLOOR PER FLOOR FRAMNG 21 BOTTOM PLATE TO RIMBOARD/RM BOARD BLOCKING. SHEATHING TO EA PIECE OF NOBS CENTER W11L3 ON RIMBOARDRLM BOARD BLOCKING. FLOOR -BLOCKING. _ MIN. 14/8' THICK OSB RIM BOARD. NAIL TO FLOOR -BLOCKING _ t } W/1*0.131- X 2.12 NAIL TOP& BOTTOM, i t SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2).ROWS 0.131'x 2-12' NAILS Q TO.C. ABOVE \ AND BELOW SPLICE REFER TO DETAIL WFIO/ SDI FOR 1-UT O.S.B. RIM BOARD OR IJOST 1 ` t `1' ADDITIONAL INFORMATION. FLOORSLOCKING SPACED Q 24- O.C. MAX. MATCHING FLOOR DEPTH. NAIL �4 I `1Z ' LOADS, AND WHERE FLOOR -BLOCKING TO TOP & BOTTOM CHORD OF JOIST W (2)-0.131' x T TOE -NAILS. REQUIRED PER RIM BOARD MANUFACTURER'S i �IIELOWOONCENTRATED WRITTEN SPECIFICATIONS, INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. ' (2}0.131"x 3" NAILS: RIM BOARD TO Zx PLATESLOCMNG Q FLOOR JOIST OR PER PLAN. 3' O.C. & 7 FROM EA. END. & EA. SPLICE. (4)-0.131-X T TOE -NAILS EA. PIECE OF DOUBLE 21 TOP PLATE PER PUN. FLOOR -BLOCKING TO DOUBLE 2x TOP PLATE. PLA7HIOCION& MIN'14 M-2SVPf2 PLATE -BLOCKING INSTALLED TIGHT BETWEEN ! ` EA. PIECE OF FLOORSLOCIONG. SCREWED TO DOUBLE TOP ALLOWABLE CAPACITIES (LDF-1.8) PLATE W 8' SIMPSON SDS SCREWS Q 4' O.C. & 7 FROM EA END. Vu, = ISO MPH, EXP. C JASSEMBLY MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOOR), - 1000 PLF (1ST FLOOR) MAX. UPLIFT: 425 PLF 31 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) NONSTRUCTURAL ELEMENTS NOT 8HONM THIS DETAIL FOR CLARItt. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. MIN. 1/7 GYPSUM WALLBOARD CS NO PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-T SIMPSON SDWC150M SCREW, — INSTALLED TO THE INTERIOR NARROW FACE PER 13ISDWC; EA. STUD TO TOP PLATE. MIN. 12' GYPSUM WALLBOARD PER FBC-R702.& (2}4-12' SIMPSON SDWC15450SCREWS, — INSTALLED PER DETAIL 10SDWC; EA STUD TO BOTTOM PUT SW FLOOR SHEATHING PER FLOOR —� FRAMING NOTES. DRAFTSTOPPING MERE REQUIRED PER FBC41302.12 MIN. 12' GYPSUM WALLBOARD CEILING PER FBC-R302.13. EXCEPT WHERE 5/8" TYPE X GYPSUM WALLBOARD IS REQUIRED PER FBC-R3M.8. CEILING IS NOT DESIGNED AS DIAPHRAGM. (1)- T SIMPSON SDWCISSW SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 1SISDWC; EA STUD TO TOP PLATE INTERIOR FACE OF SHEAR WALL SHALL SHEATHED AS REQUIRED REQUIRED PI FRAMING PLAN 2, P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAI AT 12' O.C. MAX ASSEMBLYALLOWABLE CAPACITIES (LDF = 1.6 MAX IN -PLANE SHEAR: 335 PLF (2ND FLOOR) 1000 PLF (IST FLOOR) MAX. UPLIFT: 442 PLF I'* HIGH SHEAR TWO STORY EXTERIOR WN.L ROOF SHEATHING & NAILING PER ROOF NOTES. 21 SVP12 VERTICAL BLOCKING BETWEEN EA TRUSS. (1}S' MMPSON SDWC SCREW TO FROM TOP PLATE TO BLOCKING ON EA END (Two SCREWS PER EACH PIECE OF BLOCKING). NAIL ROOF SHEATHING TO BLOCKING NTH RSRS.01 (0.1135Q3T) RING SHANK NAILS Q 4" O.C. MAX. U.N.O.ON FRAMING PLAN: (2)- T SIMPSON SDWCISMIO SCREWS EA. TRUSS TO TOP PLATE. REFER TO `�`, __.. DETAIL 5/SDWC. `� 21tl FLOOR PER P � PLANSOVERHANG 6 CORNICE PER PLAINS . .Q� 2x SYP42 SUBFASCIA W (3} �`� T END NAILS TO EA TRU DOUBLE 2,1 TOP PLATE. REFER TO D co WF07/SD2. (3) '1' X? TOE OR EN Q Z EA STUD TO TOP PLATE. LU 00 EXT. WALL SHEATHING PER DETAIL , ALL PANEL EDGES SHALL BE WALED P SHEAR WALL SCHEDULE I.LO. OF NAIu INDICATED ON DETAIL VWlO MID41EIGHT 2x BLOCKING, MATCHING SIZE'�� O^ SPECIES OF STUDS. NAILED BE EN STUDS I W(3}0.131 xTTOEOREND I.S.NAI'I'll rrrr1 ` 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (3)- 0.131' x T TOE OR END NAILS; EA STUD TO BOTTOM PLATE. - FLOOR TRUSSES OR JOISTS PER FRAMING PLAN. `1r REFER TO DETAILS ValD7 (FOR WOIST) OR 1 WEI25 (FOR FLOOR TRUSS) ON THIS SHEET FOR FLOOR -TO -FLOOR CONNECTION INFORMATION. 1st FLOOR PLATE R PEP DOUBLE 2, TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131"x T TOE OR END NAILS, EA. STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL WFIDSD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE I.LO. OF NAILING INDICATED ON DETAIL VW10 MID-HEK3HT 2x BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W (3). 0.131' x T TOE OR END NAILS. 2x STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2). 4.12' SIMPSON SDW 015450 SCREWS, INSTALLED PER DETAIL iD SDWC; EA STUD TO BOTTOM PLATE. (3)- 0.131' x T TOE OR END NAILS; EA STUD TO BOTTOM PLATE. SLAB ELEVATION FOUNDATION PER PLAN. x 0 O (n J R. a W Q =�� F H �• w O LL i�W O H r � t � 111UUU W�R wwCO _ CO Su- o g/ W yd C O w W 2 ` i.. OIl 2 C v w Z C3.` E 0 A pr 7 54 o�M U11J� pC WJ Y . - 0 m =-i2 - �0m i 0-~ =�fC (9F o' aRIX �W_Q_.• �d i u IL w� WO S BTRUCTURN. ENO: TN N 46 Z F� ORIFlINO: S1RlICf: N o 0 OC CHEM CC 11� JOS W. STAR-18847 SALE: AS INDICATED wDATE: b 11222023 T � ° SD5 pZ rS 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. ry Z � 0 ,V-V + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES 12 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344 IS USED). SEE DESIGN PLANS. 12 GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 312 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 12 GYPSUM WALLBOARD PER U37STG, WI, LWMY U347PW4, OR V3441PVW EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (O.OW x 1-W LONG, 1SW HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWB (MIN. 1-1/C LONG), ALL FASTENERS SHALL BE INSTALLED ® MAX 4' O.C. ® ALL SUPPORTED EDGES d 17 O.C. IN FIELD (3)-0.131' X 3' TOE OR END N/dLS, EA STUD TO BOTTOM PLATE, EA. SIDE OF PARTY VWLL� (I)- r SIMPSON SDWClWM SCREW, EACH STUD TO BOTTOM PLATE PER I ISDWC, (EACH SIDE OF PARTY WALL). MIN. 2x4 SYP 42 BOTTOM PLATE. ATTACH TO — CENTER OF RIM BOARD BELOW USING (1) SIMPSON SDV C15&W (0.152 x e') SCREW O 24' O.C. MAX MAINTAIN S' FROM ENDS &SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDWF2724 (027 z 24') SCREW ®37 O.C. MAX. MAINTAIN W FROM ENDS AND SPLICES PRE -ENO. FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE. —� EACH SIDE OF PARTY WALL, USING (1) SIMPSON SDWCISOW SCREW A 24' O.C. MAX & 8• FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE / CENTER OF THE RIM BOARD. MIN. 33/4' PENETRATION TO RIM BOARD. (1)-r SIMPSON SDWC75OW SCREW. EACH STUD TO TOP PLATE PER 1111513WC. (EACH SIDE OF PARTY WALL). 12 GYPSUM WALLBOARD PER US73PW1, U3381PVV1 U347PW4, OR V344IPW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (0.088` x 1.65' LONG, 15/& HEAD) COOLER NAILS OR No 8 TYPE W DRYWALL SCREWB (MIN. 141C LONG). ALL FASTENERS SHALL BE INSTALLED •MAX 4' O.C. ® ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN. 2.4 SYP &2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY VALLj ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAY BE SPACED AT 38' O.C. MAX d WITHIN S' OF EACH END OF WAIL & EACH BOTTOM PLATE SPLICE CONNECTION NEA =25ACI 0P: -UPLIFT =270 PLF - IN PLANE SHEAR 50 LF VO TYPICAL PARTY WALL SECTION PARTY WALL 4'-2 314"+ HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDVYC150W (0.152 x 8') SCREW Q 48' OC & S' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE & ATTACHMENTINFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC158W (0.152x 6.1 SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U3731PWI, U338PW2, U347PVA7, OR V344PVW MIN. 2(4 SYP 42 STUDS Q 18" O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3/4' FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH ER NAILING SCHEDULE PRE-ENG. FLOOR SYSTEM DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. BE WF071SD2 FOR SPLICE & ATTACHMENT INFO FIRE RATED WALL SYSTEM PER U373)PWI. U33WPW2, U347PW4 OR V3441PW5 MIN. ZA SYP M2 STUDS @ 18' O.C: W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDVC15450 (0.' 52 x 4-11T) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION IL PARTY WILL 4'4"+ HALF PARTY WALL WIDTH 1r-23W+ HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING 1 TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW,V3M IS USED), SEE DESIGN PLANS. 12 GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 312 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED 10 GYPSUM WALLBOARD PER U373PWI, U33MVA U347/PW4, OR V344PVV5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (D OW x 1.6e' LONG, 15W HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MIN. 1-1/4" LONG). ALL FASTENERS SHALL BE INSTALLED Q MAX 4' O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDVWCIS450 (0.152 x 4-12) SCREW CONNECT 2ND FLOOR WALL W PLATE TO 1ST FLOOR DOUBLE TOP PLATEW(2)IWx4.12S SCREWS @ 17 O.C. AND e' FRI END OF WALLS. ALL SPLICES T, BE STAGGERED MIN. 48" 12 GYPSUM WALLBOARD PER U373PWI, U33WPW2, US471PW4, OR V344AW EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (D OW x I-W LONG, 1SW HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREWS (MIN. 1-1 W LONG). ALL FASTENERS SHALL BE INSTALLED ® MAX 4` O.C. ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 214 SYP 82 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 38' O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPUCE CONNECTION CARAGTIES: -UPLIFT =270 PLF - IN PLANE SHEAR - 25D PLF TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC158M (0.152 x W) SCREW ® 48' OC & e" FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE VW071 SD2FOR SPLICE AND ATTACHMENT INFO - ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SD1NClWW (0.152 x 8") SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PWI, U336fPW2, U347PW4, OR V344AW INSTALLEO TIGHT TO ROOF SHEATHING. MIN. 2x4 SYP A2 STUDS Q 17 O.C. W MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDVYCI5460 (0.152 x 4-11T) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W (2) I W x 4-I/T SDS SCREWS ® 17 O.C. AND G' FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 4e' DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFWSD2 FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC158W (0.152x 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373~, L*36WPVA U34711WW, OR V3441PVA MIN. 2,4 SYP #2 STUDS ® 17 O.C. W MID-HEIGFIT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDMIS450 IOAS2 x 4-12) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SUB AND FOUNDATION INFORMATION 4'-V + HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES 12 GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V3M IS USED), SEE DESIGN PLANS. 12 GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 312 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HO_T. REFER TO PLANS I2 GYPSUM WALLBOARD PER U37XPW1, U33WVa U347PW4, OR V344PW5 EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (Dow x I-W LONG, 150W HEAD) COOLER NAILS OR No. 8 TYPE W DRYWALL SCREWS (MIN. 1414' LONG). ALL FASTENERS SHALL BE INSTALLED a MAX 4 O.C. Y ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN. SYP f2 STUDS O.C. IN MID -HEIGHT WALL BLOCKING INGNG EACH SIDE OF PARTY WALL (I} S SIMPSON SDVYCI5000 SCREW, EACH STUD TO - BOTTOM PLATE PER 11/SDWC, (EACH SIDE OF PARTY WALL). h BOTTOM PLATE. FASTEN TO FLOOR SYSTEM W (1) SIMPSON 8' SDWC SCREW (SDWCISSW) Q 24' O.C. & 4' FROM ENDS & SPLICES. AT PERPENDICULAR FLOOR: CENTER SCREW IN RIM BOARD. AT PARALLEL FLOOR: SCREW INTO BEAM/TRUSS, STAGGERING IN BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE — BELOW USING (1) SIMPSON SDWF2724 (0.27 x 24') SCREW ® 37 O.C. MAX. MAINTAIN e' FROM ENDS AND SPLICES PRE-ENG. FLOOR SYSTEM FLOOR BEARING H_GT. *REFER TO PUWS FIRE BLOCKING EA SIDE OF PARTY WALL AS REQ WAUIRED ATTACH RIM BOARD TO WALL DOUBLE TOP —� PLATE, USING (1) SIMPSON SDWCIWW SCREW 24' O.C. MAX & S" FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3-3/4' PENETRATION TO RIM BOARD. (1)- 8' SIMPSON SDWCI5SW SCREW, EACH STUD TO TOP PLATE PER I/SDWC, (EACH SIDE OF PARTY WALL). MIN 2.4 SYP A2 STUDS a Is, O.C. W MID -HEIGHT WALL BLOCKING 1IT GYPSUM WALLBOARD PER UW3PW1, U33BIPW1 W4 U347P, OR V344H WS EACH SIDE OF PARTY WALL FASTENED USING MIN. 5d (DOW x 1SS` LONG, 15MH HEAD) COOLER. HAILS OR No.8 TYPE W DRYWALL SCREWS (LAIN I-IW LONG). ALL FASTENERS SHALL BE INSTALLED @MAX 4' O.C. •ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 2x4 SYP 02 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL). ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED IN DETAIL VW07A ON NOTES & CONNECTOR LEGEND SHEET, ANCHOR BOLTS MAYBE SPACED AT 38' O.C. MAX d WITHIN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT =270PLF - IN PLANE SHEAR = 250 PLF AR111% TYPICAL PARTY WALL SECTION 4'-2 3/4" + HALF PARTY WALL WIDTH PARTYYALL FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDYVCIaxo (0.152 x B') SCREW ® 48' OC & 8' FROM ENDS (EACH SIDE OF PARTY WALL) - FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED DOUBLE TOP PLATE EACH SIDE OF PARTY VALL. SEE WF07/SD2 FOR SPLICE AND ATTACHMENT INFO - ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) 6IMPSONSDWICI5SW (oI52x 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373IPWI, U338/PW2, U347)PW4, OR V344AW INSTALLED TIGHT TO ROOF SHEATHING. MIN. 2.4 SYP 02 STUDS ® IT O.C. W MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC16450 (0.152 x 4-117) SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W 2) I W x 411T SDS SCREWS! 17 O.C. AND W FROM END OF WALLS. ALL SPLICES TO BE STAGGERED MIN. 48" DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07SD2 FOR SPUCE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISBW (DIS2 z 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373/PWI, U33WPW2, U347PW4, OR V344PM MIN. ZA SYP 02 STUDS 0IT O.C. W MID -HEIGHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDW015450 (0.152 x 4-1/7) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETES LAB AND FOUNDATION INFORMATION 12=r4r �\ / 1rr=ra I 12=ra 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. b cm..� Lt i i a S CV e, r Z > W d to am Z R �CO p Z p $$ O40 E U w0 m J - iaz t-4y3 F O - Ir W 00 F 4. V}}J N BDF 12 OC CHECK CC WW AIB Ib. BTAR•t 8817 iCiLLE: AS INDICTED . GATE: 117tlld123 (1) SIMPSON HTT4 W (1) SS' — THREADED ROD, 7' MIN. EMBEDMENT W SIMPSON SET-XP EPDXY OR EQ. ATTACH TO COLULm W n8) 0.,67 x 2-12' NAILS 2, SEPARATION FRAME WALL TOP & BOTTOM PLATES SHALL RUN CONTINUOUS PAST ADJACENT FRAME WUL TO END OF SLAB FIRE RATED WALL ASSEMBLY PER U347IPVR. V344~ INSTALLED TIGHT TO ROOF SHEATHING. SECTION A -A 1AALL SHEATHING SHALL BE INSTALLED AS ACONTINUOUS SHEET FROM DOOR OPENING TO BUILDING CORNER W NAILING PER WFIG, DOOR OPENING INTERSECTING 2x FRAME WALL SHALL BE SCREWED TO MIN. (3) PLY BUILT UP COLUMN WTHIN SEPARATION FRAME WALL W (2) iW SIMPSON SIDE SCREWS INSTALLED C FROM TOP & BOTTOM, 1-1? EDGE DISTANCE, OTHERWISE SPACED @ 170.C. STAGGERED B'MAX 4'-0'+HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING ROOF SHEATHING AND FASTENING PER NAILING SCHEDULE i? GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344IS? USED), SEE DESIGN PLANS. 1GYPSUM WALL BOARD MAY S FIBE W MIN 3? . ,THICK GLASS FBER SS OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES HOA70 @ 4W O.O. & S' FROM EA END OF TRUSS, - CO TOR MAV USE SIMPSON SDWC SCREWS @ V O.C. & C FROM ENDS PER 2ASDWC ROOF EFER TO PLANS BEARING HG_T. R FIRE BLOCKING AS REQUIRED MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON FRAMING PLANS i? GYPSUM WALLSOARD WALL W Stl COOLER - (O.OBBk 15IB" LONG 1554' HEAD OR SSW DRYWALL SCREWS 1-1 W' LONG 4' O.C. ON EDGE & 17 D.C. IN FIELD - (1)- W SIMPSON SDWCISSW SCREW EACH STUD TO BOTTOM PLATE PER ,ISDIAC. V-V + HALF PARTY YWLL WIDTH FIRE RETARDANT IL PARTY VV .U. TREATED ROOF SHEATHING ATTACH SHEATHING TO FRAME WALL DOUBLE RSRS-01 NAILS Q SPACING PER A y TOP PLATE WSHINGLE ROOF TABLE ON S1. PROVIDE SHIM MATCHING PITCH OF ROOF TO FILL GAP BETWEEN TOP PLATE & SHEATHING IF REQUIRED FASCIA, V/ATERPROOFING, AND FLASHING BY BUILDER/OTHERS. NOT MCD MIN. 2x4 SYP 02 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.13,' x 3' TE HAILS @ 4' O.C. MAX ATTACH BOTTOM PLATE TO DOUBLE TOP PLA BELOW USING (1) SIMPSON SDVWZ124 (0.27 x 24') A SCREW @ 37 O.C. MAX. MAINTAIN 8' FROM ENDS AND SPLICES FIRE BLOCKING AS REQUIRED 3W FLOOR SHEATHING FASTEN PER PLAN PRE {NO. FLOOR SYSTEM ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15BO0 SCREW @ 1S' O.C. MAX & 8' FROM ENDS &SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 3 V r PENETRATION TO RIM BOARD. (1)- S' SIMPSON SDWC15SW SCREW, EACH STUD TO TOP DOUBLE TOP PLATE W 0.14W x 31W TOE -NAILS TO EA. I.101 T', TYR / MID -POINT BLOCKING BETWEEN STUDS U.N.O. ON- / FRAMING PLANS - J/// i? GYPSUM WALLBOARD WALL W/ Ed COOLER (O.OBB'x 159' LONG, 15/84' HEAD OR SM SC C. IN FIE i W' LONG f O.C. ON / - EDGE 81706IN FIELD --- 2X4 02 SYP WALL W STUDS! /B' O.C. SEE BW21N THE BEARING WOOD SCHEDULE ON NOTES & CONNECTOR LEGEND FOR ADDITIONAL INFORMATION. MIN. b,4 SYP 42 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 38' O.C. MAX & WITHIN 8' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE PARTY WALL EACH WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON SDWC,BKo 'SCREW DOUBLE TOP PLATE. SEE WF07/SD2FOR SPLICE& ATTACHMENT INFO. FIRE RATED WALL ASSEMBLY PER U373MM, U33BIPW2 U347?W4, OR V3PW5 INSTALLED TIGHT TO ROOF SHEATHING. M/CAULK WTH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS EXTERIOR WALL SHEATHING AND NAILING PER WF,D SDI CONTINUOUS WALL BLOCKING INSTALLED AT MAX T-(r O.C. AS MEASURED VERTICALLY FROM FOUNDATION TO UPPER MOST DOUBLE TOP PLATE. BUILDER TO VERIFY INSTALLATION,T S. UPPER 2xT4 SYP 42 STUDS ,7 O.C. MAX STUDS SHALL SE INSTALLED CO FROM MID WALL PLATE TO UNDERSIDE OF ROOF SHEATHING, CENTERED OVER LOWER STUDS EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO BOTTOM PLATE W (1) SIMPSON SDWC 16SOD 8' SCREW FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM PLATE TO BELOW FRAME WALL DOUBLE TOP PLATE W ((2 1/4' x 4.1? SDS SCREWS @ 12. O.C. MAX W V EDGE C�EARANCE MILL PLATE d \ :1ia 43W ` LOWER 2x FRAME WALL DOUBLE TOP PLATE SHALL MATCH ELEVATION OF FLOOR SHEATHING (7OPL E W- tam 3/4'. BUILDER SHALL FIELD VERIFY AND CONFIRM EACH LOWER WALL STUD OR EACH BUILT UP COLUMN STUD FASTENED TO DOUBLE TOP PLATE W (1) SIMPSON SONG 158D0 6' SCREW LOWER bl4 SYP R STUDS 17 O.C. MAX STUDS SHALL BE INSTALLED CO FROM FOUNDATION TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR SHEATHING, TOP @ +/-1a• 3W FIRE RATED WALL ASSEMBLY PER U373/PWI, U33SIWJ2 U347/PVW, OR V344fiPW6 INSTALLED TIGHT TO ROOF SHEATHING. CAULK WTH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. PROVIDE MINERAL WOOL OR OTHER APPROVED METHOD TO FILL IN VOIDS W-V - HALF PARTY WALL WIDTH FIRE RETARDANT TREATED ROOF SHEATHING STUDDED COMMON TRUSSES /? GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV V344 IS USED), SEE DESIGN PLANS. 1?' GYPSUM WALL BOARD MAY BE SUBSTITUTED W MIN. 310 THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES ROOF BEARING HGT. REFER TO PLANS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1? GYPSUM WALLBOARD PER U3730 WI, U331MW(2, U347~, OR V344A.M EACH SIDE OF PARTY WMLL FASTENED USING MIN. W (0.086' x I-W LONG, 15OW HEAD) COOLER NAILS OR Ho. S TYPE W DRYWALL SCREWS (MIN.1-11C LONG} ALL FASTENERS SHALL BE INSTALLED @ MAX 4- O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 2x4 SYPS2 BOTTOM PLATE. SCREW TO — PARALLEL FLOOR TRUSS BELOW W (2)4 W x 310 SDS SCREWS @ 1S' O.C. & C FROM ENDS & SPUCES. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDVVF2724 (027 x 24) SCREW @ 32' O.C. MAX. MAINTAIN B' FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W (2} 114' x 4-1r7 SDS SCREWS @ 2C O.C. & 4' FROM ENDS & SPLICES. 1? GYPSUM VALLBOARD PER U373I1W, U33SIPW2 U347/PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING MIN. Ed (0.008' x 1. V LONG, 15184 HEAD) COOLER NAILS OR No. B TYPE W DRYWALL SCREWS (MIN. 1-, W LONG) ALL FASTENERS SHALL BE INSTALLED @ MAX 4' O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 214 SYP S2 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 38' O.C. MAX & WTHIN B OF EACH END OF YWLL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT •270 PLF _IN PLAN E SHEAR - 250 PLF TYPICAL PARTY WALL SECTION EACH WALL STUD TO P.T. BOTTOM PLATE W ) SIMPSON SDWC750.504-1? SCREW (EACH SID(1E OF PARTY WALL) -- CONNECTION CAPACITIES: - UPLIFT = 270 PLF - IN PLANE SHEAR - 360 PLF FOUNDATION PER THE FOUNDATION PLAN NOT USED 1?vi'-0' PARTY WALL W-23/4'+ HALF PARTY WALLWDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SOWC15800 (0.162 x 6•) SCREW @ 4B' OC & On FROM ENDS (EACH SIDE OF PARTY VALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WFD7/SD2 FOR SPLICE & ATTACHMENTINFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDIAC15M (0.152 x S') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U37311W, U336PW2. U347/PVW. OR V3441PV15 MIN. 2x4 SYP S2 STUDS @ 16' O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL MIN. 2x4 SYP 02 BOTTOM PLATE. ATTACH TO CENTER OF RIM BOARD BELOW USING 0.131' x 3' NAILS @ 4' O.C. MAX. (1) 8' SIMPSON SDMIS800 SCREW EACH STUD TO BOTTOM PLATE PER „SDW , (FAON SIDE OF PARTY MILL) 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE PRE{NG. FLOOR SYSTEM ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, USING (1) SIMPSON SDWC15WO SCREW 0,8' O.C. MAX & W FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 33W PENETRATION TO RIM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WF07/SD2 FOR SPLICE &ATTACHMENT INFO (1} 0' SIMPSON SDWC1580D SCREW EACH STUD TO TOP PLATE PER 11SDWC, (EACH SIDE OF PARTY WALL). FIRE RATED WALL SYSTEM PER U373A WI, U3331Pm. U347/PYW. OR V34MPM MIN. 214 SYP n STUDS @ 18' O.C. W MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15M (0.152 x 4-1?) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION N-V - HALF PARTY WALL W DTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENETRATIONS) STUDDED COMMON TRUSSES 1? GYPSUM WALL BOARD EACH SIDE OF PARTY VALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXW.V344IS USED), SEE DESIGN PLANS. 12' GYPSUM WALL BOARD MAYBE SUBSTITUTED W i MIN. 31?THICK GLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES PROOF BEARING HO_T. PREFERR TO PUWS FIRE BLOCKING EACH SIDE OF PARTY WALL AS REQUIRED 1? GYPSUM VWLLBOARD PER U37XPWI, U338W W2, U347/PW4. OR V344IPW6 EACH SIDE OF PARTY WALLFASTENED USING MIN. Sd (ODW x 14V LONG, I51W HEAD) COOLER NAILS OR No.8 TYPE W DRYWALL SCREWS (MIN. 1.11C .1 W LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4. O.C. @ ALL SUPPORTED EDGES & 17 O.C. IN FIELD MIN. 2.4 SYPS2 BOTTOM PLATE. SCREW TO — PARALLEL FLOOR TRUSS BELOW W (2)-7 W x 34? SDS SCREWS @ 18' O.C. & 4' FROM ENDS & SPUCES. (EACH SIDE OF PARTY WkU.) ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDVYF2724 (0.27 x 24') SCREW @ 32' O.C. MAX. MAINTAIN S' FROM ENDS AND SPLICES FIRE BLOCKING EA SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W (2)-1/4' x 4-IrZ BOB SCREWS @ 24' O.C. & 4• FROM ENDS & SPLICES. (EACH SIDE OF PARTY WALL) 12GYPSUM WALLBOARD PER U3739YVI, U338RW2, U347/PWq OR V344/PM EACH SIDE OF PARTY VALL FASTENED USING MIN. 5d (0.086' x,SS' LONG, 15/S4' HEAD) COOLER NAILS OR W. S TYPE W DRVWNLL SCREWS (MIN. 1_J W LONG). ALL FASTENERS SHALL BE INSTALLED @ MAX 4' O.C. @ ALL SUPPORTED EDGES & 12' O.C. IN FIELD MIN. 214 SYP 02 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 MAYBE SPACED AT 3S' O.C. MAX & WTHIN S' OF EACH END OF WALL & EACH BOTTOM PLATE SPLICE CONNECTION CAPACITIES: -UPLIFT �270 PLF - IN PLANE SHEAR -250 PLF N TYPICAL PARTY WALL SECTION 1?s1'-0' 4'-2 3W + HALF PARTYML WDTH 4L PARTY WALL FIRE RETARDANT TREATED ROOF SHEATH NO I (NO PENETRATIONS) ATTACH TRUSS TO DOUBLE `O`,`� TOP PLATE USING (1) SIM - SDWC15SW (0.152 x S' 04WOC&WFROME (EACH SIDE OF PARTY- u :y DOUBLE TOP SIDE OF PARTY VYALL WF07/SD2 FOR 6PUC. �& ATTACHMENT INFO ATTACH EACH STUD TO FIRE RATED WALL SYSTEM PER U3720W. U33WPVJZ U347/PW4, OR V3441PM MIN. 214 SYP 02 STUDS @ 1C O.C. W MID -HEIGHT VWLL BLOCKING EACH SIDE OF PARTY WALL (1)lr SIMPSON SDWCIWW SCREW, EACH STUD TO BOTTOM PLATE PER I1/SDAC, (EACH SIDE OF PARTY WALL} 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL. ATTACH PER NAILING SCHEDULE DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WIF07/SD2 FOR SPLICE & ATTACHMENT INFO 41 ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDMI5000 (0.167 x 8') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373TVVI, U33&W2, U347/PW4, OR V344IPVW MIN. 2x4 SYP S2 STUDS 618' O.C. W MIDitEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC,5450 (0.162 x 4-10) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETES LAB AND FOUNDATION INFORMATION N ^^ N of d r ♦ 7 z y� ✓ ' oft 7 �� 8LL O A. Z �0 c- W CO w w Z = y n a so O p Z .�. 19 Z 40 47C us 3y p� out J40 m I50 U O = Z - m (-}doo3 - o-UJI 10 w.WC J oo� �aa O HdfyyA MaoF- 3 f o - sTRucT181aEHD: rH w z K STRUCT: JV U OCCHECI: CC rc F JCS No. STAR-18847 y rSCALE: AS INDICATED w Q O DATE: 11r22r2= wy .o y ZZ D SD7 COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRE ENGINEERED FIRE RETARDANT ROOF TRUSSES PER SHEATHINGAT7ACHED PER PLAIN RMLING SCHEDULE. SEE _ ARCHfrECTURAL PLANS FOR REQUIRED LOCATIONS - 2. FASCIA PER PLAN. SEE ELEVATIONS FOR MORE INFORMATION AR RAIL - 1-HOURFIRERATEDSOFFIT PER GA FILE ND A MIN. 4'4Y EACH SIDE OF 2 HOUR FIRE RATED BASE LAYER SW TYPE X GYPSUM W4LLBOARD APPUE S TO TRUSSES 2e O.C. WITH 1-1/P TYPE W OR C. FACE LAYER S/S" TYPE X GYPSUM VE BASE APPLIED AT RIGHT ANGLES TO TRUSSES DRYWALL 17 OC. AT OR U SCREWS JOINTS 1-1r7 TYPE G DRVNMII SCREWS 12' O.C. E $IDE 0 - OFEND JOINTS. JOINTS OFFSET 2VFR S. v� TRUSSES SUPPORTING 1/7 WOOD STRU RIGHT ANGLES TO TRUSSES WITH 0.131"x ROOFCOVERING. FIRE CAULK EDGES AND DT /- •� PROVIDE AN AIR TIGHT SEAL C + TYPICAL FIRE RATED0TYPICAL FIRE RATED SOF11 w 0 `� PAR7VVWLL O w m 7 C CHANNEL OR RUNNER O g Q INSTALLED PER r MANUFACTURER'S f 1 SPECIFICATIONS I INTERIOR FINISSPECIFIH PER UCATIONB ®FF7® L EXSCHTERIOR FRAME PERIPLAN. SEE O FIRE RATED WALL SYSTEM PER 9 DESIGN PLAN, INSTALLED TIGHT w TO ROOF SHEATHING. o: ZO 1 TWO HOUR FIRE WALL 0 FRAME INTERSECTION w ROOF SHEATHING — ATTACHED PER NAILING SCHEDULE FASCIA PER PLAN N a Z LL � 2 K �LL O 31--V- @ w n U = J ww Q�d LLJ so 5- J OU J �u Q w Y 7 C CHANINSTALLEDNEL OR RUNNER MIN. 34" AIR SPACE FIRE RATED ROOF } MANUFACTURER'S SHEATHING PER PLAN F ` SPECIFICATIONS IU mf ¢ E T LU ^ �1 BREAKAWAY CLIP OR TRUSS OVERHANG EACH ~ N = rn ALUMINUM ANGLE SIDE INSTALLED PER S LLI MUFU SSPECIFICC TIONS NMERE EXTEND GYPSUM BOARD'S 7(' O REQUIRED PER UL PER FIRE RATED WALL SYSTEM INTO SOFFIT AREA q a U373~' U330/pva U347/PNM OR V344PNS W C w _ SECTION A A ww z ATTACH CHANNEL FLANGE —� TO BOTTOM OF FASCIAW (3)1-1/4- TYPE W SCREWS INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF - FASCIA TO TOP OF EXTERIOR VIMLL TO SUPPORT THE EXTENSION OF THE GYPSUM BOARDS. FASTEN 7 C CHANNEL OR RUNNER W MIN 1-IW TYP W SCREW TO FRAMED 316" x 2-1M- TAPCONS TO MASONRY AS SPECIFIED PER UL U373PWI, U33BIPNQ, U347/PW4 OR V344AW ul w C)= 4 .p. 0� s� a� E `c o IAIi is@ _ WHO A O fA .0 , Z I I 1 1:1:1 11 1:1 I ILL I.- ILZ FY - LU TWO 7 �. coo' 65a pz HdY y H A GYPSUM BOARDS PER FIRE RATED WALL O w Srstucn RAIENO: TH SYSTEM U3731PWI, U336NW, U347/PW4 OR D f 4PNb V34MUST EXTEND INTO SOFFIT AREA 0 o ORI�FIIND: U w IF EXTERIOR WALL IS FRAME w i PROVIDE SOLID BLOCKING F 4nRWT: N W CFEQ(: CC Q AS REQUIRED TO INSTALL C O K CHANNEL TRACK N JOSNo. STAR-18847 EXTERIOR WALL PER PLAN F 'SCALE: AS INDICATED Z w O U DATE: IIG2 W NOT USED II TWO HOUR SEPARATION Q EAVES rc o 3/411'4r w= SD8 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 wittwut the expressed, written 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 AudwiRs Having Jurisdiction should be consulted in all case as to the particular requirmlmM 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 submider and have been investigated by UL for compliance with applicable re"remems. The published information cannot always address every construction nuance encountered in the field. When told issues arise, R Is recommended the few contact for assistance be the teclgdal service start Provided by the product manufacturer noted for the design. Uses of fire migwnw assemblies are advised to consuit the general Guide Information for each product category and each group of assemblies. The the Information includes specifics concerning alternate materials and aftemate methods of corsbuctloA Only products which bear UL's Mark are considered Codified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05, 2018 Nonbearing Wall Rating - 2 Hr (Area Separation Wall, See Rem 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A and 48) Nonbearing Wall Ruling 2 Hr (Protected Wall, Sea Rem 4B) Finish Raft-120 Min. (See Rem 4) • Indicates such products shall bear the UL or eUL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B COFFKNtUW1TIONA E)tIPOSED TO FIRE FROM AREA WFA—RA ION WALL SIDE ONLY COtF10UR11TION B DWOSED TO FIRE FROM UFNER SIDE AREA SEPARATION WALL - (Nonberi g, Max Haight- 44 it) 1. Fluor. WdKm dale sr Top Wall -2-3/18 in. wide channel shaped with 1 In. long leg famed from No. 25 MSG gel, steel, secured with aukabls fasmn«s speed 24 in. OC. 2. Steal Spurs - Steel members formed from No. 25 MSG ask, stool having "Fr'- shaped flanges spaced 24 in. OC; overall depth 2-1/8 in. and tongs width 1-1121n. 3. Gypsum Bowd' - Two News of 1 in. thick gypsum wabowd liner panels, supplied in nom 24 in. widths. Vertical wipes of panels friction find no •tf -shaped sods GEORGUI-PACIFIC GYPSUM LLC -Types TRSL, DGUSL PROTECTED ViRLL (Searing or Nnberi g Wad, as Indicated in hems 4, 4A and 48. When Bearing, Load Restricted far Cmedin Appliatl«u- See Guide BXUW.) 4. Woods Sans - For 2 W. Bowing or NoMearing Wall Rating- Nom 2 by 4 In., now spacing 24 in. OC. Studs caps-bnacetl at mtdheigm where necessary for dp a0achment Mn. 314 in. sepaation between wood framing and rose separation wall. Finish retina evaluood for wood studs only. 4A SNal surds - (As an dhwnate to hem 4, net shown)- For 2 W. Berne Wag Rating -Corrosion Protected ssei studs, min. No. 20 MSG (0.0329 in., min bare metal thktanass) a" or min 3.12 In. wide, min No. 20 GSG (0.036 In. thick) auto aMl a No. 20 MSG (0.033 n. thick) primed wool, cdd famed, shut be designed n accordance with are cumont edtion of the Specification for the Design of CokWomrod Steal Strucpxal M.c." by the America Iron and Steel Institute. AN design details enhancing the structural imagrity of wall assembly, Including the wait design load of the studs, shall be spodW by the wool sad designer nd/or producer, and shall meet the requirements well applicable local oode agenda. The max stud spednp of well assemblies shelf not wceed 24 n. OC. Studs attached to floor and calling suds with 1/2 in. Ime ryes S-12 scut spews on both Wdos of surds or by welded or ballad connections designed in acmrdrae with the AISI spetl6apas. Top and boltomtrod. shut dmtlw aweN members, —No. 20 MSG (0.0326 kin, tan bra mew assess) awl or —No 20 GSG (0.036 n. thick) gdv steel or No. 20 MSG (0.033 In. thick) primed wool, the provide a sound structure! cmnstion between scut studs, and to adjacent assemblies such as a floor, calling, andnor other weds Attached to poor and "Bing ssemblis with eoel tinware spaced not grocer than 24 in. OC studs cross -braced with stud fremirg at midhoot where necessary for dip attachment, Mn 3/4 In. separation between a" framing and was separation wall. Finch rating has net been waluaod for steel surds. 48. Sisal Spas - (As as afremate to Ions 4 and 4A its use in Conflpuration 8 only, not shown) - For 2 Hr. Nonbearina Was Rating -Chanel shaped, fabricated from min 25 MSG "naaimproocod stool, min W In. wide, min 1-1/4 In. flanges and 1M in. ream, speed a now et 24 in. OC. Sods to be cum W8 to 3/4 in. less than numbly height Top and bottom traps shut be channel shaped, fabricated from min 25 MSG conoelon-protected stool, min width to accommodate sod size, with min 1 In. tong log, attached to floor and calling with fsonss 24 In. OC max. Sods aowWaced with sod frordng at mid -height where necessary for cap aaedhmant. Min 3/4 in. separation between Wit framing and was separstio n wad. Finish ramp has not be waluaed for steel surds. 5. Gypsum Board - CloWed or Undivided- Mn Vt In. thick 4 hwide, applied either hor zomaly or vertiouty. waaeord attached to wood sob (Item 4) with 1-1/4 In. long stool drywall note spaced 12 in. OC. Wallboard atlechedoa"•studs (hem 4A a 4B) with 1 in. long Type S anal aaaws spaced 12In. OC. Vertical joino located ever studs. (Optional) Joirds covered wsh paper two and joint compound. Nail or screw heads memo with joint compound. 5A. Plywood ShwAd g a 088 - (Nat shown) -As an ansrnate to Item 5, Nominal 12 in. thick or greater plywood or OSB applied horizontally a valkuty o wood err o0ol sl ds Vertical joints bcdW over studs. Horizontal Jointsha be bused light to form a dosed joint Fastened tostuds with naffs a screws asudderht length, spaced 12 In. OC. Joins and fastener hoods we not required o be treaty. Aluminum clips she be speed as described in hem 6. 6. Attachment Clips - Aluminum wale, 0.052 in. thick, min 2 In. wide with ton 2 in. and 2.12 in. lags. CUP. ..lead with minimum one, Type S screw SM in. Iona to "M stude and with moarum we Type W screw 1-1/4 In. long to wood frarning or Waal haring through holes provided in cap. Cape spaced a man of 10 It OC vaticaly between wood or sow framing and'H" sods for separation wall. up o 23 R high. For separation walls up to 44 Itove high, dips spaced as described abfa the upper 24 it and the remaining wall re below required dips paced a max 5It OC vertically between wood or awl framing nd "M sods. 7. Batts and BMnkMs• - (Optional, now sham) - Placid in stud covldes, my glass fiber or mineral wool kreWation. max 3.0 pal density, bearing the UL Classification Missing as to Su Uwe Burning Characteristics andor Fine Resiosnce. See Bess and Blankets (BKNV or BZIZ) Coogormsfor names of Classified conpanles. • Indicates such products shall bar the UL or cult. Certification Mark too jurisdictions employing the UL or eUL CwWWadon (such as Canada), respectively. net oppernn« Wra..spay. new«preaeein wsdr4Mss sew ham awfarrreser prearw p Ieuaalre Ms stun nas,rmaaee use UL•s FoMwtlp Son n only tlrW meanie Wad, die k was oboes as comasrse as M caalr rN cumree wwr m* rasewup srwk. Abwes took wso, IWkmem prawn. lA prnlb tlm rearoawtlrn a tlw rotor W ..nntopud n rM ores Crtllkaios Dk«mry WrwMoa b tlw raanwaw emalbns: 1. Tlw QYa aronmab4 —,Pa Me, WnMrctleee, Whams, symnmr, rWerCrascatem Irsrl ass M prrrW n tlrkerekaly wren a we1M.Nerg mrwn, waautrw sousaerr m «rMeaY (« iawnnpsF 2Ito WlaNinra'RrPnriHtl frornaw OMbr Crtllkalmr DkeererY war pxmlrelon from YL' wH eppnr entiaoentto tlH ukawa anwtol m.drMn, ms ra«we inrlral sun bnepwe a <epyrga mMe inn tins tsanrmgfarnrrr: ro aHe ul u.e• DETAIL SHONM ON THIS SHEET IS PUBLISHED BY UL (UNDERWRITERS TORIES). SIGNED AND D FOR THE STRUCTURAL OF THIS DRAWING ONLY. Q I y0 a N I � cc t) 0 Vy� z � O O STRUCmiRALDta: TH w onuwmNo: u z STRUCT: OdC CIEIX. N CC ny JOB.. STAR-1e1147 = sCAIE: AS INWATED n DATE: W22t= =1 PW1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF VVMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written Consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements coverng the irrdllahon of the UL CenlBed products, equipmem, system, devices and materials. Aumorltles having Jurisdiction should be corndted before construction. Firo reesfance assemblies and protluds are tlevelope0 b/the tlesign subrtuher and have been investigated by UL for compliance with applicable requirements. The published inhumation cannot alleys address every construction nuar ee encountered in the fell When Sold issues arise, it Is recommended the Met contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users at fire resistance assambilm are advised to consult the general Guide Information for each product category and each group of assarhbses. The Guide lnfb matlon Includes specifics oaceming altemete 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 08, 2018 Exposure to fire from separation Wall side only Nonbearing Wall Rating - 2 Hr (Separation Wall, See items 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See items 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wall, See item 4B) Finish Rating -120 Min. Indicates such products shall bear the UL or cLIL Certification Mark or jurisdictions employing the UL or cUL Certification (such as Canada), respectively. SECTION A -A SECTION B-B 0 w o OONFIGURATION A EXPOSED TO FM FROM AITEASEPARATION WALL BIOE ONLY rN0 s a CONFIGURATION C EXPOSED TO FM FROM ERNER SIDE SEPARATION WALL: (Max Height - 66 fl) 1. Floor, IntsrinedlaU a Top Well - 2 in. wide channel shaped with 1 in. lore legs formed from No. 25 MSG gaN steel, secured with suitable fasteners spaced at 24 in. OC. 2. Mafal Studs - Steel members formed ham No. 25 MSG gaN steel having "H" - shaped flanges spaced 24 in. OC; overall depth 2 in. and flange width 1-M in. 3. Gypsum Board' - Two layers of 1 in. thick gypsum board liner panels, supplied in nos 24 In. widths. Vertical edges of panels friction fitted iruo "H" - shaped studs. CGC INC - Type SLX UNITED STATES GYPSUM CO -Type SLX USG SORAL DRYWALL SFZ LLC -Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing or Nonbasring Wall). When Bearing, Load Restricted for Canadian Applications - See Guido BXUV7. 4. Woods Studs - Nom 2 by 4 in. malt spacing 24 in. OC. studs am braced at mid -height where necessary for clip attachment Min. 39 in. separation between wood training and fire separation wall. 4A SUN Studs - (As an ahemate to hem 4, not shown) - For 2 Hr. Bearing Wall Rating - Corrosion protected steel studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) Neel or min 3-112 in. wide, min No. 20 GSG (0.036 in. thick) gaN Neel or No. 20 MSG (0.033 in. thick) primed Neel, cok formed, shall be designed in scoodarce with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iran and Steel Institute, All design details enhancing the structural integrity of wall aasemby, Nb , including the axial design load of the u. shall be speeded by the steel shd designer and/or producer. and shall meet the requiremen i 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 tracts with 1/2in. lore type S-12 Neel saews on both sides of studs or by welded or boiled connections designed in accordance with the ANSI specifications. Top and bottom bads shall consist of steel members, min No. 20 MSG (0.0326 in, min bare metal micimess) steel or min No. 20 GSG (0.036 in. thick) gaN Neel or No. 20 MSG (0.033 In. thick) primed Neel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, casing, and/or other wall. Attached to floor and ceding assemblies vdm steel fasteners spaced not greater than 24 in. OC studs crw►Maced with stud framing at mM-height where necessary for dip attachment Mn 314 In. separation between Neel training and area separation well. Finish rating has not been evaluated for steel studs. 4B. Steel Studs - (As as alternate to Items 4 and 4A for use in Configuration B only, not shown) - For 2 Hr. Nonbearing Wall Rating - Charnel shaped, fabricated from min 25 MSG corrosion -protected Ned, men 312 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. leas than assembly height Top and bottom tracks shall be channel shaped, fabricated from min 25 MSG conoseon-protected steel, men width to accommodate stud size, with min 1 in. long legs, attached to floor and calling with fasteners 24 in. OC max. Shds cross -braced with stud framing at mid -height where necessary for dip 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 Unctassi fled - Min 12 in. thick 4 fl wide, applied either horizontally or vertically. Gypsum board attached to atuds With 1-114 In. long steel drywall nails spaced 8 in. CC. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Atfachmerd Caps - Aluminum angle, 0.063 in. thick. 2 in. wide with 2 in. and 2-1/4 in. legs Gips secured with Type S screws 3/8 in. lore to "hr'studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in dip. 6A. Clip placement (hem 6) for separation wads up to 24 it high. Space dips a max of 10 it OC vertically between wood framing and "H'st", 6B. Clip placement (Item 6) for separation walls up to 44 It high. Space clips as described in Rern 6A for upper 24 R Remaining was ones below requires dips spaced a max 5 it OC vertically between wood framing and "H'studs. SC. Clip placement (Item 6) for separation wells up to 66 R high. Space clips as described In hem 6A for upper 24 R Space dips as described in Item 68 for next 20 8. below me upper 24 It. Remaining wall area below requires dips space a max of 40 in. OC verbosity between wood framing and'!' s" s. 7. Non -Bearing Wall Partition Intersection - (Optional) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3In, long 10d nails spacedamax 16 in. OC. vertically and fastened to one side of the minimum 2 by 41n. stud with 3 in long 10d rails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4in studs. The was partition wood studs are to be framed with a second 2 by 4 in. wood stud fastened with 3 in. long 10d roils spaced a Max 16 in. OC. vertically. Maximum one non -bearing wall partition Intersection per stud cavity. Non4earng wait partition stud depth shall be at a minimum equal depth on the wall. 8. Caulking and Sealants' - (Optional) - A bead of sellant applied around the partition perimeter, and at the interface between mod or steel framing and gypsum board panels to create an air barrier. KNAUF INSULATION LLC - Type ECOSEAL Plus • Indicates such products shell boar the UL w cUL CerWk &m Mork for jurladklbns employing the UL w cUL Certification (such as Canada), respectively. CONFIGURATION B 1M aeprrKe a. mmr.nye aw«ermarm an ewe.ee aor n.hm bMauuemm «emele eoNremwMre a«rr sss1W.N afresh uL•a EXPOSED TO FIRE FROM ETTFJt SIDE ant `M°ih'm^'•I"°a'n• s'ns's ft UL nwn,haftlft m .wcwrew.na cw.rw�.ha.r uL•. r.sow4q s,wlw. Akwnl.os m.m. war ino mmosram as. wrwlal.«em.amtlwol•me.asrrlen oaecten. wl.aamsohei—ie� 1. reo r arnaos- AsswAl .emMetlnr.DoWooc eYNa... anOwCennosas(ace)suetbo P.esaednuoker•egr.11n. n 401se•es or.MlaaaasV mrYpuuti-arse ew (« •.nagel. L tin embasre'Rraahhatln..htlle Odors ewlle tlarn peebrywas eer.tmlentrel. al-swkappr eq«.mmes exwMW maxNl.ln season, me rapnmea cornett moat Nhearae a <appeM nmkv IntM/allowagr«me: 1e me DLtLC COPYRIGHT MCD 2015: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MO NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. SHOWN ON THIS SHEET IS 6 d C p i'sz E1 w�0 m O -=W2 0 -3 X z 0 o bL �j_ �a Mao _ w m cup O oew.TINr1AL Ella: TN m kd DnAFOHa: j$� de eSTRUCr: c" o � hrsac Cc y Jbe No. STAR-18367 tt- BGN.E: AS INDICATED Z MIE: 11222M O U —m w �° PW2 «_ I �g VTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is Strictly prohibited. N N C" GQ O Z �L Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be censuthed in all Lass as to the particular requirements covering the insmha8on ofthe 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 submider and have been Investigated by UL for compliance with applicable requirements. The published Information cannot always address every coretruction nuance encoultered n the fled. When field issues arise, it Is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of Ike resistance assemblies are advised to ooreNt the general Guide Information for each product category and each group or assemblies. The Guide Information includes sp edfics conceming alternate materials and abernate 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 - ansoul 263 certified for united states design criteria and allowable variances See general Information for fire resistance ratings - canfuloa101 certified for canada design criteria ant allowable variances Design No. U347 March 05, 2018 Nonbearing Wall Rating - 2 Hr (SEE ITEMS 5, 5A AND 58) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wall Rating 2 Hr (Protected Wall, See Items 5 and SA) Nonbearirg Wall Rating 2 Hr (Protected Wall, See dams SA and 56) Finish Rating -120 Min. (See item 5) • Indicates such products shall bear the UL or aUL Certification Mark For jurisdictions employing the UL or oUL Certif catron (won an Canada), respectively. ►VM '1. CONFKIURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFKP"TION D EXPOSED TO FIRE FROM EITHER SIDE Q0NROIIRikTKM4 E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing. max height - 66 it - aes gem 6) 1. Steal Trade -Floor, sidewall ortop wall track Nan 2 in. vide channel shaped with non 1 in. long legs, formed from No. 25 MSG gal steel, aewrod with suitable fasteners spaced 24 in. OC. 2. SUM Stunk --H-shaped studs formed from No. 25 MSG gaN steel having an overall depth or approximately 2 in. and flange width 1-3/8 In. 3. Gypsum Board* -Ttwo kyens of 1 in. thick gypsum wallboard ling panels, supplied in nom 24 in. widths. Vertical edge or panels Moton M Into "h" shaped studs. NATIONAL GYPSUM CO -Types FSW, FSW-B, FSW-7, FSW-9 PROTECTED WALL: (Banning or Nonbearing Wall, as indicated in demo 4, 4A and 4B. When Bearing, Load Restricted for Canadian Applications - See Guide BXUV7.) 4. Air Space - Minimum 314-in. ale space 5. Wood Studs -For Bearing or Nonbeaing Wall Rating - Nom 2 by 4 in. max spadng 24 In. OC. Studs ass braced at mid -height where necessary for dip attachment. Min 314 in. separation between wood framing and fire separation wall. Finish rating evaluated for wood studs only. 5A SUM Sods - (As an alternate to gem 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 can. thick) primed steep, cold formed, shall be designed in accordance with the =ant edition tithe Specification fa the Design of Cold -Formed Stets Structural Members by the American Iran and Steep Institute. All design details "handing the structural integrity of the wall assembly, including the =let design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable poop code agencies. The max Mud spacing of wall assemblies shall not exceed 24 In. OC. Stude attached to floor and calling trade with IQ in. long Type S-12 steep screws w both sides of skids a by welded or boded connections designed in accodance with the ASI Specifications. Top and bottom tracks shall consist of steep members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gaN steep 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 walk. Attached to floor anti ceiling assembles with sent fasteners spaced not greater than 24 in. O.C. studs cross -braced with Mud framing at midnsight where necessary for dip attachment Min 3/4 in. separation between steep framing and area separation wail. Finish rating has not been evaluated for Steep Surds. 5B. Stain Studs - (As an alternate to Items 5 and SA for use in configuration B only, not shown) - For Nonbearing Wall Rating - Channel shaped, fabricated from min 25 MSG steep, min 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 3/8 to 314 In. last than assembly height. Top and bottom tracks shall be channel shaped, fatdoated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, wlth min 1 in. pore pegs, attached to floor and calling with fasteners 24 in. OC max. 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 rating has not been evaluated for Steep Studs. 6. Gypsum Board - Classified a Unclassified - Min 12 in. thick, 4It wide, applied horizontally or vertically. Wallboard attached to wood studs (item 5) with 1-1/4 in. long steep drywall screws spaced 12 in. OC. Wallboard attached to steel studs (them SA or 5B) with 1 In. long Type S steel screws spaced 12 in. OC. Vertical joints located war studs. Horizontal joints shall be butted tight to forth a dosed joint As an option, joints covered with paper tape and joint compound. As an optlon, screw heads cowered with joint compound. 6A Plywood Sheathing or OSB - (not shown)- As an alternate to them 6, Min 12 in. thick plywood or OSB applied horizontally or verRmly to wood or steel studs. Vertical joints located over shots. Horizontal join shall be butted tight tororm a dosed join. Fastened to studs with nails or screws of sufficient length, spaced 12 In. OC. Joins and fastener heads are not required to be treated. Auminum dips shall be spaced as described in them 7. 6B. Belts and Blankets• - (not shown) - As an alternate to hems 6 and 6A glass flow or mineral wool insulation, min. 3-12 can. thick placed to completely fill the wood or steel stud cavities. When Batts and Blankets are used in place or items 6 and 6A, the mais height 54 It and the aluminum dips (them 7) shall be spaced a max of 5It OC vertically. Mn 3(4 in. separation between insulation and area separation wall. Sea Bafs and Blankets (BKNV) category in the Building Materials Directory and Bats and Banker (BZJZ) category in the Firs Resistance Directory for name of Classified Companies. 6C. Wall and Partition Facings and Accessories* - (not shown) - as an athemate to Items 6, 6A and 6B, 4 It wide panes, applied vertically. Panes attached to wood studs (Kam 4) with 1-M In. long steel drywall screws spaced 16 in. OC. Vertical joints located war studs. Joins covered with paper tape and joint compound As an option, screw, heads covered with joint compound. NATIONAL GYPSUM CO - Type SoundBreak Gypsum Board. PASCO BUILDING PRODUCTS L L C. DBA PASCO GYPSUM -Types QuietRodk QR5W, QUletRodkQRr510. QuistRodk OR525 6D. Gypsum Board' - As an alternate to gem 6 - Min 5/8 In. thick min. 6 In. wide batten strips, applied on both skies of Steel Studs (Rem 2) and horizontal back to bade Sind Track (Rem 1). Min. 5/8 in. thick min. 3 in. aide batten stops applied on both skies or single Steel Track (Item 1) et perimeter of assembly. Batten strips secured to studs with 1-1/4 in. long Type S stein screws spaced 12 in. OC. Batten joints shall be butted tight to form a dosed joint. As an option, entire sheet of gypsum board may be used in lieu ofthe bethens. Clip placement asIn Item 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'l-r duds and with 1-1/4 in. long screws to wood training or a" framing through holes provided In Chip. 7A. Clip placement for separation walk up to 23 it high: Space dips a marr of 10 R OC vertically between wood a steel framing and "H' ands. 7B. Chip placement for separation wags up to 54 it high: Space dips as described in hem SA for upper 24 It Remaining wan area below requires dips spaced a max of 5 It OC verbosity between wood or steel framing and "W studs. 7C. Clip placement for separation walk up to 66 It high: Space dips as described in item 6A for upper 24 it space cops as described In item SB for middle 301L Remaining wall area below requires clips spaced a max of 39 in. OC vertically between wood or steel training and "Fr'studs. S. STC Rathg - The STC Rating tithe wall assembly is 61 when it is constructed as described by items 1 through 6, except A them 5, above -Wood Sods- Shall be spaced 16 In. oc. B. 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 I1 OC vertically. D. Balls and BankeW -The cavities formed by the wool snots shall be friction M with 3-12 in. thick fiberglass insulation balk, min. 0.80 pd. See Batts and Blankets (BKNV) category In the Builkling 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 rafing apow to Configurafm B oriy. G. Steel Studs (gems 5A. 5B), Pywood Sheathing or OSB (Item 5A and gem 9) and Batts and Blankets (items 6B) not evaluated as alternatives for obtaining STC rating. BA. STC Rating - TheSTC Rating of the well assembly is 69 when it Is constructed as described by bens 1 through 6, exceptA them 5, above - Wood Studs - Shall be spaced 16 In. OC. B. them 6C, above - Wag and Partition Facings and Accessories' -Type QuietRodk QR510 panels shall be installed. C. Item 7, above- Aluminum Gips- Spaced a max of 101t OC vertically. D. Batts and Blankets' -Tthe cavities formed by the wood studs shag be Motion m with 3.12 in. thick fiberglass insulation bads, min. 1.0 pct. 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 Wail is 23 it F. The STC rating applies to Configuration B only. G. Steel Sdds (items 5A, 5B), Plywood Sheathing or OSB (Item 6A and Item 10) and Batts and Blankets (gems 6B) not evaluated as athematives for obtaining STC rating. 8B. STC Rating - The STC rating of the wall assembly a 70 when it is costructetl s described by gems 1 through 7, except A them 5, above -Wood Studs- Shall be spaced 16 in. OC. S. them SC, above -Wag and Partition Facings and AccesaieC - Type OuietRock QR525 panels shag be installed asdescribed in gem 5C. C. Item 7, abwe- AJ=inum Clips - spaced a max of 10 tr OC v&bti ly. D. Batts and Blankets' -The cavities formed by the wood studs shall be friction flt with 3-12 in. thick fiberglass insulation baths, min. 1.0 pot. See Salk 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 Walls 23 it F. The STC rating applies to Configuration B only. G. Stein Studs (Rem 5A, 5B), Plywood Sheathing or OSB (them 6A and Item 10) and Bats and Blankets (hems 6B) not evaluated as alternatives for obtaining STC rating. 9. Non-Bsaring Wag Partition Intersection -(Optional) Wag system consisting of nominal 2 by 4 in stud or nominal 2 by 6 in. stud. Maximum one non -bearing wall partition Intersection par stud cavity. 10. Plywood Sheathing or OS13- (Optional) - Mm 12 in. thick plywood or OSB applied horizontally or vertically to "H' studs on area separation wall side of Configuration A or Configuration C. Vertical joints located over ands. Fastened to "H" studs with screws of sufficient length, spaced a maximum of 12 in. OC. • Indicates such products shell boar the UL or cUL Certification Mark for jurisdictions employing the UL a CUL CwtWocatkon (such as Canada), respectively. no apsawarke w. cwsanim. ma w paarw In Ns did b.. does net in eessaesra tllw prodlwbeswwelMd naaebaen nwnhcxred uhrdar ULY Faea *awl. oryenee sredueb heeske On 1L shark ahwd0 In earMdxeabbeewarwa and mane anew nti's Faaantp awvke. Always roan an an hhnk mar pa hR sweats to reprakkllen nfde mbirIM caMahnnd n thn Omar Cm6km Direwwy v~to er rMawku eendknne: 1. The finds Mfanulbn, Aesaneast txwbrwlblra, Design, sysnh wWw Cwrkaewra Ran)nuw lee prnesrded In tlMr ewkery and In a non knalig nwkv, wNnsd caw nanaWllpr wtln dde W dr.wrsal. idr MeswaM-asPkwrd one err Onflan, Wtlan DkeAwY Fin Mnababn Own UL--Wen .4-coin wNadad anti a. naMmn, to rprnrd swurW rims Incursa catenate nuke In thefaeorrYefamlw: ID We ULk SHOWN ON THIS SHEET IS iED BY UL (UNDERWRITERS 1TORIES). SIGNED AND I FOR THE STRUCTURAL Z W d _F Z O � �a Z� wM0 0 " Z4. W}ZZ (3 F F rc� � 31RlICT: Jv ocacak: cc w raw. STMASNIF N SCALE: AS INDICATED ley DATE: 114r2r 3 O V b w �z 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, LLC is strictly prohibited. Design No. V344 02022 UL LLD BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in ad cases as to the pardwiar requirements covering the installation of the UL Certified produced, equipment, system, devices and materials. AuthorRles having Jurisdiction should be cormAted before Construction. Flro restetan . atesmblles and products are developed by the design wbmftw and have been investigated by UL for compliance with applicable requirements. The published information Cannot allays address every Construction nuance encountered In the fleld. When field Maus arise, it Is recommended the first contact for assistance be the technical service start Provided by the product manufacturer noted for the design Users of fire resistance ateembses are advised to contest the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning cremate materials and otemate methods of consbu coon. Only products which bear UL's Mark are considered Certified. Exposed to Fire from Either Side Exposed to Fire from Either Side 6. Aluminum Cups — 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. wile with min 2In. and 2-12 in. legs. Clips secured with min. No. S. W4 In. long panhead sharp screws to'HI studs and wood framing through holds provided in dip. 23. R Height Clip placer end (Item 6) for separation flrevealk up to 23 R high. Start at roof line and space dips a max of 10 R Limitation OC verawly between wood or steel framing and'H'studs. 44 R Height Clip placement (Item 6) for separation flrewalls up to 44 R high. For the upper 24 R of the wall system, space Limitation the dips 10 R OC, and then 5 R. OC for the remainder of the wall below. 66 R Haight CUP placement (Rem 6) for separation flrewalls up to 66 R high: For the upper 24 R of the welt system, space the Limitation dips 10 R OC. On the next 20 R below space the dips 5 t. OC, and than 40 in. OC for the remainder tithe wall. 7. Laminating Samoa — Gypsum boards (Item 3) are secured to each other with 1-12 in. long Type G lamina" screws from both skies of wall In between the H studs. on both sides of the ware rows spaced 24 in. OC with a maximum dimension of 12 in. from the top anti bottom C-channels of the assembly. On one side of the wag each row contain 2 screws located 12 in. from each face of the H4tuds. On the other side of the wall each row contains 2 screws located 16 in. from each face of the Naubs. Refer to Illstratlon S. Non49earing Wag Partition Irnfese tim —(Optional) — For wood framing —Two nominal 2 by 4 in. stud or nominal 2 by 6 in stud nalktl together with two Sin. long 10d nails spaced a max. 16 In. OC. vertically and fastened to one side of the minimum 2 by 4 in. studs with 3 in. long I Od nails spaced a mar 16 in. OC. vertically. Intersection between partition wood adds to be flush with the 2 by 4 In. studs. The well partition wood studs am to be named with a second 2 by 41n. wood shot fastened with 3 in. long IOd naffs spaced a max. 16 in. OC. vertically. maximum on norAmaning wag partition intersection per stud cavity. Non-0earing wall partition stud depth *hall beat a minimum equal to the depth of the wall. 9. cufldng and Sslarri — (Optional - Intended for use as an air barrier - Not evaluated as fire blocking) - A head of sealant applied around the partition perimeter in the 3/4 in. air space between wood fronting (Rem 4) and gypsum board panes (Item 3) to create an air barrier. DUPONT DE NEMOURS, INC. — Great Stuff Gaps It Gratis, Great Stuff Pro Gaps & Crods, Great Stuff Pro Window & Door ICP ADHESIVES & SEALANTS INC — Handi-Foam Fireblock Handi-Foam Firedock West, and Fast Foam Firoblock BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United AREA SEPARATION FlREWALL — (Max Heigh - 68 R) • Indicates such products shall bite the UL a dull Certification lark for Jureddlotlom ampbying the UL a cUL Certlflcation States (such as Canada), respectively. I Pedmes" and "dame dtate channels —2 in. wide channel shaped with nom 1 in. "legs, formed from No. 25 MSG gall BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for steel, seeu dwith suitable fasteners spaced 24 in. OC. Last Updated on 2022-02-04 Canada 2. Steel Studs— Framing members formed from No. 25 gall steel having"Fr shaped flanged spaced 48"O.C.: overall depth 2 in. ] wpoaar—aamopoW, r.m.« pmsonIn sv. anale-e—na InRwa etas poses wsesn,answ e.. e..sesr.a ambrWo r—Alp and flange width 1-3/B In. lsn m onyl— prvamrs Imeenaem UL Coma Moue a Come % W Ca Uftod tea mvanw—br We paeea4lp amvsa. AM p laaefinem sort w tM Ihraanen. Sae general Information for fire -resistance ratings - asaul 263 cem8ed for united states design criteria and 3. Gypsum Bond• —Four pieces of 12 in. thick allowable variants YPsu pi gypsum boards, supplied in mm 48 in. widths, ell lentils. Vertical edges of NL pmmk_ mgoasnpname msmun mheawwwse he Pole b1hek-ffi ftam M-.—tea--dhw :f.n.mlaesy oeali Asa" See general information for fire resistance ratings - carUuiasl01 certified for Canada design criteria ate paneM friction fitted lido"H„ - shaped studs. a,r.rwywarq. .m..rs.aepxAwnm.mail laaanserur or«err.en pamnwwsawu aq.rrafpossout wsaarr i In allowable variances aasew, ens rwbe ma ' mum xeAkae a novidole went b ent berwee fame: earn Mu AMERICAN GYPSUM CO —Type EKCEL Design No. V344 February 04, 2022 Nonbearing Wall Rating - 2-12 Hr (Area Separation Frewell, Ss Items 1, 2, and 3) Searing or Nonbearing Wall Rating 2-12 Hr (Protected Wall, Ss items 4 and 5) Finish Rating - (120 or 150 min, sea Item 5, SA and 56) Indicates such products shell bear the UL or cUL Certification Mark Forjurisictions employing to 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 1-12' Type G Drywall Laminating Screws PROTECTED WALL: (Bearing or Nbnbearing Wall, as indicated in Rams 4 and 5. When Bearing, Load Restricted for Canadian Applications — See Guide BXUV7.) 4. Wood Studs —Searing 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 crssbraced where necessary for dip attachment. Min 314 in. separation between wood naming and area separation flrewell. 4A Steel Sheds — (As an alternate to Rem 4, not shown) — For Bearing Wall - Corrosion protected at" shift, min No. 20 MSG (0.0329 in., min bare metal thickness) seal or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick) gah, steel or No. 20 MSG (0.033 in. thick) primed steel, Cold formed, shall be designed In accordance with the currant edition tithe Specification for the Design of Cold -Formed Steel Stuchiral Members by the American Iron and Steel IstihRe. All design details enhancing the structural Integrity of the well 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 agendea. The mac stud spacing of well assembled; shall not exceed 24 In. OC. Studs attached to floor and calling tracks with 12 in. long Type 6-12 steel screws on both sides of studs or by welded a boded co meotions designed In accordance with the AISI specifications. Top and bottom trots shall Consist of at" members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 in. thick) gall steel or No. 20 MSG (0.033 in thick) primed steal, that provide a sound structural Connection between steel stunt, and to adjacent asemb ies such as a floor, ceiling, and/or other walls. Attached to floor and ceging assemblies with steel fasteners spend not greater than 24 in O.C. Studs cross -braced with stud. Min 314 in. separation between steel framing and area separation wall 4B. Steal Studs — (As an alternate to itar s 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG corrosion-protectetl steel, min. 3-12 in. wide, min 1-114 In. flanges and 1/4 in. return, spaced a max of 24 in. OC. Studs to be cut 318 in. to 3/4 in. leas than assembly height. Top and bottom trade shall be cannel 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 ceding with fastener 24 in. OC. max. Studs cross -braced with sot harming at mid-heght where necessary for dip attachment. Mm 3/4 rh. separation between steel framing and area separation wall. 4C. Framing Members- — Shen Surds — (As an alternate to Item 4, 4A, and 4B) - For Nonbearing Wall. Proprietary channel shaped studs, 345/8 in. wide spaced a max of 24 in. OC. Studs supplied with proprietary top and bottom tracks, min width to accommodate stud size, attached to floor and telling with fasteners 24 in. OC max Studs to be cut 314 In. less than the assembly height and installed with a 12 in. to between the and of the stud and back at the bottom of the wad. Studs cros-baced with stud naming at mid -height where necessary for clip attachment MIn 3/4 in. separation between steel framing and area separation wall. CALIFORNIA EXPANDED METAL PRODUCTS CO — Viper, Ts CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK CRACO MFG INC—SmartStUd25 Tit IMPERIAL MANUFACTURING GROUP — Vlpe125 Ts MARIONIWARE. DIV OF WARE INDUSTRIES INC — Vo$ 25 TM STUDCO DUILDING SYSTEMS — CROCSTUD S. Gypsum Board — Classified or Unclassified — Min 12 in. thicK 4 R wide, applied ether horizontally or vertically. Gypsum board attached to wood studs with 1-1/4 in. long steel drywall rails spaced 8 In. OC or 1 in. long Type W coarse thread steel screws spaced 12 in. OC. Joined may a my not be covered with paper tape and joint Compound When minimum board weight is late than 1.3 lb*M2, Finish Rating M 120 min. When minimum board weght is 1.3 Iba/112 or greater, Finish Rang is 160 min. 5A Plywood Sheathing or OSS — (Not Shown) — As an alemate to Rem 5, Min 12 in. thick plywood or OSB applied horizontally or verticagy o h wood or steal studs. Vertical Joints locate over studs. horizontal joins shall be butted tight to forth a dosed joint fastened to studs with roiM or screws of wfficient length, spaced 12 in. OC. Joints and fastener heads aro not required to be treated. Finish Rating is 120 min. When used in addition to hem 5 Finish Rang is 150 minutes. 5B. Batts anti Blankets•— As an atemate to hems 5. Glos fiber or minaret wool insulation, min 3-12 in. thick, placed to completely fill the wood or steel stud cavities. Ss Bated and Blankets (BKNV) category In the Building Materials Directory and Bated and Blankets (BUZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3M in. separation between insulation and area separation wall. Finish Rang is 120 min. When used in addition to Rem 5 Finish Rang M 150 minutes. 5C. loose FlII materiel' — (Optional)— To be used in addition to Res 5, 5A or 5B: any loose fill material boasting the - Classification Marking for Surface Bunting Characteristics, placed to Completely or partially fill the enclosed stud cavity in accordance with the application instructions supplied with the produoL Mn 3/4 in. separation between insulation and area separation wait. 5D. Fiber, Sprayed' — (Optional)— To be used in addition to items 5, 5A ro 5B. The spray applied cellulose Now 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 27 Ibmo. Alternate Application Method: the fiber M applied without water or adhesive at a nominal dry density of 3.5 Rate, in accordance with the application Instructions supplied with the product Min 3M in. separation between Insulation and area separation. U S GREENFIBER L L C — SANCTURAY, FIRM, INS735, NS745 AND INS75OLD for use with wet or dry application. INS515LD, INS541LD, INS5IOLD, INS765LD AND INS773LD are to be used for dry application only. CeitlrW br,a Df enlnkr vrn rmm ux fiDETAIL SHOWN ON THIS SHEET IS "LISHED BY UL (UNDERWRITER J m 2 W Q .J J Q 111111 Z O � r• = Z a— U A o � m J S W Z I— IL. 3 0�F WUO N do STRUCTURAL I DRAWING ONLY. C" �j Ld a 0 I U ` ~ i u: O U O ♦ ♦ TH a STRUCT: Jv q¢ OCCe : cc 0 m .roe No. STAR-18647 t SME: At INDICATED ha DATE: 11=2023 PW5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WR4R & 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. SINGLE SDWC ROOF TO WAIL OR BEAM BETALLTION SINGLE SDWC ROOF TO WALL OR BEAM RISTAW —ftro N.T.S. 4-1 W us. or aft.r SDACIM 1Y! DOUBLE SDWC INSTALL• CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. SDVVCI55W &t anole/doubt. bosom pt.b owr wood bor (W4* few of etud) Bob. pat. Sublbor RIM joint / Slwlurp .:double by ace d aa50 Ncb:Rika dMOfor YBronanybM SDWCSTtATgBOTLRATECCNNECtICNOVEt WOODRIDOR „1 aorNcsnlaiDeon.r�ulEcanEClloNauetw000TLooR NOT USED R~Io Top PWa M.wn Truest. Top Pete -I r I�Y 1.8kp $.drd=" rbar7WWI*nLMadlpb,212ptlaatl aadb.TOdwowat 2.RI- - t" trYbbERInI.bld m SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION RANGE 1. `SMKiLEWXROOF 70VMLORMWNSTALLA71ONRNM N.T.S. True or rabr 3vXs"droP [Nr(2)SDWCIWM Both so—e nMeNed t V. DOUBLE SDWC INSTALL CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. NNb RHEtaleb 0002AtrbrYYan OO NA OPT. SDWC INSTALLATION - TRUSS/RAFTER OFFSET FROM STUD 1 aPLSDWCNSTALLA71014-mwIRAFfBtO wFi MIN OVERHUNG 70 MWAIC Moral fWlbnHsd8b1E wwftdbabbaeF bda MdrhN@wb= hiN. SDWC EDGE DISTANCE AN) SPACING INFORMATION _ I/ 12 \ SDWC EDGE DISTANCE AND SPACING RrFORIIATION N.T.S. N.T.S. N.T.S. - TRUSS OR RAFTER - (2) SDWC 15500 1. —0FPSETRiOMSTUD N.T.S. GABLE RAFTER TO TOP PLATE SHOWN END (TRUSS TO TOP PLATE SIMILAR) TRUSS SCREW TO BE INSTALLED INTO THE CENTER OF THE GABLE END BOTTOM CHORD •A' iB•MIN DO NOT ®INSTALL SDNN IN HATCHED AREA I SDVLC'Sfi00 ,-WAIN ,arr MAX OVERHANG tam SLOPED -ROOF RAFTERS MAY BE SLOPED UP TO AND •'' INCLUDING A 12:12 PITCH AND MUST BE'BIRDSMOUTH' CUT. � � 1 OPT. SDWC INSTALLATION RANGE uvwj 3Y1'-0 CONFIGURATION B (TRUSS OFFSET WITH STUD) X X INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY 15" INTO THE CENTER OF THE TRUSSAtAFTER FROM THE UNDERSIDE OF TOP PLATE, 12 TO ," FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I 3W 1/41 3M2,M ass.aawca maboDw n� APR OP&S.I 22y2' t - ipYbTab sw 10• 0' 8oRC16fOdd \ aabadarmy. saaclNrodr ollaoabaO.lt 1 3'Yjj WWAr.@AN6 bedlW=pbrddbdd4 YIIIBra, Arlye Raoe, oB"Ir"Ie.Ealbppidb apkebr,raaiNN awYMwrpYY btWr �taawbt�Mll 1dIM MMMmE1tObOIOR--1dSPINObaPA**S IIIRb SDWC SCREW TO STUD - NARROW FACE 3•=1'-0' RW1-or Tar Ya'rmimum dt.t.nw for AA vapas(wMa or Spice may be m upper or lows plat. wiNwuR a pleb apioA) Om.tY.• fam top phft splice for ale wawa SDWC HK EDGE DISTANCE FOR TOP PLATE SPLICE SDWC Will. EDGE DISTANCE FOR TOP PLATE SPLICE N.T.S. Opt.W 22W ,P P 20" 3W 8DRC11®tEdbre 11401's RwbRaaar� rbHx ebebabErbpprrarNanBWb.blpbMatbkalallpkM.aar wa>4Enrdr. SDWC STUD•TO-TOPSOTTOM PLATES CONNECTION SDWC S7 I1D•TO-TOPROITOM PLATES CONNECTION ON ECTION N.T.S. GUIDE '�7 NEIL Ymi.iObOMbaWYC My/b 8 -• c+n r�wOEM brrraHa/NdZUS'. Y doldilbe b1.Y.bYmarl�bY InWon p � � CD nl aw80WC utfbhNNddbbrat� � Ita.VaA'SrtbafNdlaadb •� ea® �, SDWC MB/TWN�J/J�►T10N O E �� O z `'' M Z • SDWC ISTALLATION INSTRU I Ise C) .f f .B. m f Lb Z 11" R "gig l b-led.ill SXLI M dUPWC, nd. ReR0kd160aty (NbFi d864 SERA:allpbbarAaloll 11 SablleantrdRly. SDWC STUD-TO.SLL PLATE CONNECTION SDWC STUD -TO -SILL PLATE CONNECTION MOTES 1. STRONSORPJE a1PUCMUIL WOOD SCFEM FOR TRUBBNAFTM IR1D-IOPlA7F AND FLOOINOflOOt CONNECTIONS ARE MWWALRUWIO AND TRADM = BY MLP80N IIROIB•TE CDMPAW NG• HONE OFFICE: NW W. lAS PDSErAS IWO. FLEIfANfON. G91NB Ti � SSEESS. FAk � SN7-1BSI.'SEPaON /IRONq-TE CDIFNNY. NG•!N! 110 BOM PE/BIIBED COLPAW. L UBEOFTOPROg=MSU,ILTTOTHEM4ROVALOFTHEWLKBUSDNIDEPARIIENrr. A THEW PRODUMS ARE FART OF THE Oy9glL WIND IIPLFT FORCE R681BIpIl I IFTEW OF THE STIMPlRE. DESIGN OF THE BIRDNIB MAN WIND FORCE REBMNN/ IyBIBL !INCLUDING THE LOAD PATH 70 TRANSFER UPLIFT FOICEM FROM THE BRKICR/ETOTEGROUND.MTEIEBPONBBNIYOFT EuPECFEIi w ENBBE9lOFRBOORDMPElaBI1®TDMOWYVErALBFORWECFI000NORIONL S. TWWRWMNIALLZ;YALLMMMMOB4OGCMMO,ETGPMRTOOWAUATONOFANYBTRON040Mn SC WHOM THE WIND IFtFT ROMMD NITS, F ANY DMMGRV CES ARE FORD, THEY WAIL E NOUGR TO THE ATTENTION OF THE SPOOFS: PON OAW4G= FROM 70 CONSTRUCTION. ONLY COMIADN MM TRUI W A W. 3-1¢ O EFWJ O CAN USE TBMEOMM RAISED MM M=NOW ETC. KWUSE COMMON, MErALTMMS CONNWrOM PERCONOMMSCHEPac S. WWNLATIONOFFR=CrS WLIDGNENCOWOMLANCETOT WORMNIMTHEPNFORIYNCECFMOOBwN oDUCM ORALTMOMMIATONP OC®UEBNIETE/GEPIMCNSBBITYOFTEFRAWiGGEM NLCONTRACTOROONWACTNOR F NBWAILATION NNPoICRONS ARE NOT POLL.O W ®. 7. OSVOMWRMCI-TECOPM%N0. 71EWGR7O*VAU8PBCiiGT1OWDENGWADMMRBvw OfNDIICE ORLlAel/1YFORSUCHC NOEL L ALLtWORR(EMMMMSB MWFONaTE LDOLMLETWPAIMNMLLBEFAUMEDPNRDETALWW802 TLOO RWTOR MAY UBE SIPSON WWCISM UMM ONLY POLI.OPTNG CONFIGURATION W OR W THIS SHEET N LEII Or BBPSON HtCAOR BBFSOH HEB FORCOMION CFtMMMMBEB WBE LLRFr DOS NOT MEM (11IMEN FORDFMP OR (1SM bOFOROW F. N.T.S. S ,Og g- 0 tl F. F � � p� Z A E y Co m J -saz H �Xz - K FJN •_ a y ao F- siRllciLIRAL IRK:: TH S uc"JV � xcHEae a 0 u�l uoe No. STAR-15647 .CALF: AS INDICATED ul DATE: i,ri22029 N.T.S. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is ft exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents witi,out the expressed, written consentof MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SDWC 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. AV IP r PAP Drive the SDWF screw vertically (90• t 2•) into the center of the upper -wall bottom plate. 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. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. N.T.S. NOTES _ Z 1. STRONGZIRNE STRUCTURAL WOOD SCREWS FOR TRUSSIRAFTER. STUD-TOPLATE, AHD 0 FLOOR-T0I4`LOOR CONNECTIONS ARE MANUFACTURED AID TRADEMARKM BY "SIMPSON STRONG-1K COMPANY, NC.• HOME OMCE: 8965 W. LAS POSiTAS BII PLEASANTON, CA MISS TEL (111100) 9996M FAX I(aM 047-15a7. WAMON WRONG -ME COMPANY. III IS AN 0011 1 REGIWERED COMPANY. 2. USE OF THIS PRODUCT E SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTir. err. 'Note CODES; Wff- ICI ESRn9D18 3- THESE PRODUCTS ARE PART OF TiE OVERALL wm UPLIFT FORCE Resia G SYSTEM oF.i�11 �1I/ y,E■� + TWIG ICGES 68R i2D DESIGN OF THE BUILDINGS LIM WIND FORCE RESISTING SYSTEM STRUCPA E E'd'pDamt•p+E TO TRANSFER UPLIFT FORCES FROM STRUCTURE UCiURE GROUND. IS OFTi•ESPEC*Wt ♦ � •• // Nil 4. ENONEER OF RECORD E PERMTT7ED TD MODIF1f DETALS FOR SPECIFIC COHDRION& ♦ �/ o •• i too 5 TIE CONTRACTOR SHALL VEISFY ALL DIIEHISK)NS, COHDTTIONS ETC PRIOR TO NST STRONG -DRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. F ANY Li a a ni FOUND. THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECFM FOR CONSTRUCTION. r • 1:V e. NSTALLATiON OF PRODUCT SHALL BE DONE N CONFORMANCE TO THESETII PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED NSTALLATiON PROCEDURES V• '� R69POHISBLlTY OF THE SPECFIER •• ,� CIQ Q 7. SIMPSON STRONG•TE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIII AND MODELS WITHOUT NOTICE OR LNBLRY FOR SUCH CHANGES. w �• z o d jj/' �O^ LL _ nndN ranhberpar &ALL HARDWARE CALLED OUT IS SIMPSON STRONG -ME. ••• (` ♦♦1 O de 'filitl Yhl�h I all ap PLAT SHOWN o -411 Iararwltopplise4 sung iydUAWjp° Note: Shxb, floor jolst bbftq and sit b•plste cornedlorts riot shown for derrlly. TYPICAL SDWF-TUW INSTALLATION / N.T.S. Mo4e: SYd-bplele OOIYIedOnhe 8re 1'Madlnan regtied b oonlple4e the load path and are notshown forcloI Studs, Post and blc per Designer Double SDWF shown (Single SDWF-TUW Birder) 2. Stde the TIJW (provWed) war the SDWF screw head and center usig locaDor tab as a referonce. Orient locator tab so that N points bWard the oulatde of the wall. N.T.S. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2)'2' Simpson Strong -Tie Strong -Drive SD screws (provided). OFFSETFROM 'Mm. � I11 Nola: Std 1D pleie cornecam are retthtnet I I ; leis the load path w a renotshownfadedly, Doubt SDWF oho (Single SDWF.TUW s Model No Allowable Joist Depth Below (in.) Single Bott. Plate Double Bott. Plate Min. I Max. Min. Max. SDWF2716-TUW 8-12 10-12 6-78 9 SDWF2720-TUW 12-12 14-12 10-718 13 SDWF2724-TUW 16-12 18-12 14-7/8 17 SDVW2726-TUW 18-12 20-12 16-7/8 19 1. Jold depth billed based on lhesie subdowand T of No penetraft tnb dot rbbtoPPbbL 2. See LfSDWFALTHT Miller for 11 %4 ,11 T, and 18' joist depths. N.T.S. SNII CONCII WAD RESTRAMITATCORIER 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do not overdrive) N.T.S. SD1NF DEPTH GLIDE --� o v G VVI WALL 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shall be no greater than f, ¢' and no less to %d". i � x T _ o SDWF-TUW 3 U.S. PATENT 8,276,323 0 The Strong -Drive SDWF is sold as a II that o Includes: o (25) SDWF wood screws w (25) TUW tak•up washers q (100) 09 x ZV Strong -Drive SO abuchm4connedoracrows r 9(s hex driver bit R y' hex dr1I b1t Screw depth guide to ensure proper SDWF engagement with TUW W 0 W F Z w 6 rc NIL q go W Z C 7 i i= 40 p b Zr� am J W O a J =�cc W�F o r 20o2 - 2 K C O J W • o 111 F d a0. rnao� a o s,aucninr�ao: TN STRUCT: N `Z` K OC CHECK: C:G doeW MR4047 _ &fi1LE: AS INDKATED W, DATE: 11D3/!D¢9 SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, U.C. 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 WILL FRAMING PER PLAN OR SOLID L PANEL SPLICE W MAX IIB• GAP COLUMN AT PANEL SPLICE LOCATIONS BETWEEN PANELS COLUMN PLIES NAILED PER WFMD2 NAILING PER WALL SHEATHING WFIWD4 AND NAILING PER PLAN IVPO VERTICAL PANEL SPLICE DETAIL ALONG WALI NOT USED N.T.S. ti Ow • Ugh ®F S_ INSTALL FIELD NSTALLED TOP PLATE PER WF07ISD2 09 INSTALL FIELD v INSTALLED TOP PLATE (2) 0.14r x 7 e 3" O.C. PFJ2 WF07ISD2 o 48PAST SPLICE 8 EACH WAY A A E__ MAX . . 0 0. PALS NAILS 7OC EACH FACE OF CORNER AS K DRAM. ALTERNATE ROWS AS REQUIRED NOT TO CRO55 NAIL WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. MAX. UB" GAP BETWEEN SHEATHING IliRl VERTICAL PANEL (2) 0.148• x 7 NAILS (2) 0.147 x 7 NAILS — FROM PLATE TO EACH FROM PLATE TO EACH STUD a CORNER STUD a CORNER FRAMING BELOW FRAMING BELOW LW NOTE: SHEATHING WALL SHEATHING 1 , NOT SHOWN ROM RUN CONE. Fu FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX' W GAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WFD7/ C PO TOP PLATE DETAIL AT CORNER N.T.S. NOT USED WALL SHEATHING PER WF1018D4 WALL SHEATHING PER WFIGGD4 (2) ROWS 0.148"x 7 TOP PLATE NAILING e C TOP R SPLICE i PANEL SPLICE W (2)ROWSGI48rx7 NAILSe7O.C. SPLICE LOCATIONS MAX 7AT OAP PANEL TO PANEL PER WF07/SD2 1-4r MIN. BETWEEN PANELS NAILS e 7 O.C. PANEL TO PANEL DISTANCE FROM 1) ROWB 0.14Bk 7 TOP PLATE SPLICE TO ( (1)ROW 7OC EACH VERTICAL PANEL SPLICE Mo.148'x7 NAILS EITHER SIDE OF PANEL SPLICE FACE OF CORNER AS DRAWN. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING SHALL RUN CONT. WALL SHEATHNG PER WF1Q?SD4 WALL SHEATHING PER FROM EACH WALL WFI01SD4 FACE TO CORNER. (1)ROWSo14877 MAX 1b' OAP (2) ROWS 0.148k 7 BETWEEN SHEATHING FACE OFF CORNER AS NAILS HT! 7 O.C. EACH DRAWN. ALTERNATE FACE OF CORNER AS ROWS AS REQUIRED DRAWN. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED NOT TO CROSS NAIL AIL PO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. PER WF071SD2 LW NOTE: SHEATHING NOT 8HEA HEADER SUBSTITUTION SCHEDULE HEADER SPECD ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2 S (2)2c8 82 SYP H4xS 3.5z5.S AFP 1.SE SHORT SPAN HEADER H2x8 (2)2K882 SYP H4xe 3.15x5S AFP 1.SE SHORT SPAN HEADER H200 (2)2x10 f2 SYP H4z10 3.5'ke.S AFP 1.SE SHORT SPAN HEADER 11202 (2)ac12 82 SYP H4z10 3.Sx8.S APANFP 1.8E SHORT SHEADER 1. WHERE SYP 82 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. Z AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMU SPECIFICATIONS: E = 1SOOD00 psi, FB -ISM*. FV =175 pa, FOPERP = 650 pH. 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 / 21 WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCAn. (PER WP01 THIS SHEET) DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE ?RE -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 SHOVIIN ON DETAIL SHEET VVPI. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED VIIALL PANEL W (2) 0.148•x 7 NAILS e 7 O.C. (FOLLOW NAILING REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE LOCATIONS) 2x TOP PLATE PER u N i N Y� C Z ¢ CD F vCC O L LL33 i LL it U)'^ J J ! F LU a aLU p A — W Q ie� J FIT, 5 ircy i< z iw W ! N IL r = tw z C ! F Cs pa i) Z n Hb j E C R q W�Q fO O_<y O LU. ! w IL i0 Xyy QQ F�F <' KWIC 0K • FdyMy ! i 0. dl ao F I j (] STRUDNRALENG: TH 1 W OP/1F'11110: Z i -STNIICT: N a�a 1 K W cHam- CC ww JGB No. STAR-1880 ! S BDALE AS INDICATED - ~ DATE: 1 VtlQ= I !U '° WP1 :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. MIN. (3) ZK SYP 92 STUDS READ Q END OF LANDING W MIN. (6) 0.187 x 3.17 NAILS FROM (2)2X12 SYP82 HEADER TO SUIL71)P STUD COLUMN STANDARD (3)2K12 - SYPF2 STRINGERS W SIMPSONA35IA34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x/2 SYM BEAM MID SPAN BLOCKING r PER SCHEDULE REOD TO MATCH J01ST u Q END OF LANDING DEPTH W (3) 0.148' x 3' u FOR STRINGERS TO TOENAILS EACH END CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMNS - BELOW OR I ALTERNATE HANGER Q RIGHT OF THIS SEE TABLE FOR MAX. DETAIL iIL WIIDTN01�-ARCING A A PLAN VIEW 0 90 DEGREE TURN LANDING MIN. (3) D1 SYP A2 STUDS 11EE>>CHEDUUE FOR WXWDTH OF LANDING W MIN. FEND x ANDI WMI END OF L3-1 ff V SEE PLAN FOR DEPTH NAILS FROM QW2 SYP HEADER TO BUILT UP STUD COLUMN OPTIONAL (2)2n2 SYPB2 ATTACHMENTTO CMUAEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2MUC210-2 W (18) 0.18T x 3-17 NAIL TO LEDGER/SUPPORT AND (10)1.148' x 3' NAILS TO (2)202 SYPB2 HEADS MASONRY: HU210-2/HUC21D-2 W (18) i14wX3-I W TAPCONS TO CMU AND (10) 0.148' x 3' NAILS TO (2)2I112 SYP112 HEADER STANDARD (3) 2)(12 SYP 02 STRINGERS W SIMPSON A34IA35 CLIP TO FLOOR SYSTEM & LANDING FRAMING f` 004 1 OF40 Nil Llvl� II■,11-� STANDARD (3) 2X12 STRINGERS W SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2AIOIST IN LINE WTH MIDDLE 2K12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 218 SYP#2 JOISTS Q LANDING Q 10-O.C. W SIMPSON As$ OR LUS26 HANGER ON EACH SIDE MIN. ZS SYPI2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER xY (3) 0.1S7 x 3.1rZ NAILS Q 1W O.C. MAX. TO EACH STUD. (2) 1W x SAW TAPOONS Q 1e' O.C. MAX FOR MASONRY WALL) - 3W PLYWOOD OR OSS SHEATHING OVER LANDING ATTACHED PER GENERALFLOOR CONSTRUCTION NOTES - MID SPAN BLOCKING TO MATCH JOIST DEPTH W (3) 0.14B' x T TOE4MLS EACH END - SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP82 JOIST (P.T. IF ATTACHING TO MASONRY WA SCHEDULE REOD Q END OF MIN. 2,8 SYP82 JOISTS LL) CONT. LEDGER./ (3) LANDING FOR STRINGERS TO Q LANDING Q I6'O.C. 0.162- x 3.17 NAILS Q 16. O.C. CONNECT TO. BEAM TO BEAR W SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS26 HANGER ON 114X3-1M TAPCONS Q 16' O.C. COLUMNS BELOW OR EACH SIDE MAX. FOR MASONRY WALL) ALTERNATE HANGER Q RIGHT OF THIS DETAIL A -A PLAN VIEW IS 180 DEGREE TURN LANDING SEE SCHMU FOR MAX MTH OF MtONG 3W O.S.B. W O.1315Q-17 NAILS Q 3- O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2.12 STRINGERS ONE ON EACH SIDE AND ONE Q MID-SPAN A A34 Q ESTRINGER TO LANDING 21 ATTACHED TO - STRINGER 2K12 STRINGERS ONE ON EACH SIDE AND ONE Q MID-SPAN A36 CONNECTION - A35 Q EA STRINGER TO LANDING SEE ARCMS. FOR MAX RISE OF STEPS AND MIN. TREAD DEPTN A I I 1 (2) 2x12 SYP82 BEAM III I I I I PER SCHEDULE Q END OF LANDING FOR I I 1 I 1111 STRINGERS To 1 I I I CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW. 2z8 P.T. SPF 02 (MIN.) LET -IN MIN. (3) 2x4 SYP 42 FASTEN TO SLAB USING COLUMN MIN. (8) 1/4713114-EVENLY SPACED TAPCONS Q MIN. END DISTANCE OF 1.17 - 2x P.T. BOTTOM PLATE ST01 GENERAL LANDING & STAIR FRAMING INFO'"'1'a STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP82 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM Q END OF 16' O.C. LANDING PER SCHEDULE OPT ONa- (2)2A2 SYM ATTACHMENT TO CMWLEDGER IN LIEU OF Bull UP COLUMN WOOD: HU210-WHUC210-2 W (18) 0.167 x 3 17 runs ro LEDGERISUPPORT AND (10) SIMPSON A35 0.148' x 3' NAILS TO (2W2 CONNECTIONS SYP82 HEADER MASONRY: HU210-2MUC210-2W(18) MASONRY WALL OR FRAME WALL BEYOND 1MYd-1/4• TAPCONS TO CMU AND (10) 0148' x 3' NAILS TO (2)D112 SYM HEADER B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 214 SYM CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.146' x 3-1W NAILS Q 16' O.C. (3) OAS7 x 3-1rI TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND A SUPPORT INFORMATION. 21 JOIST (P.T. IF ATTACHING TO MASONRY WALL) COIN LEDGER./ (3) 0.167 x 3-17 NAILS Q 1S- O.C. MAX. TO EACH STUD. ((T) iM' x3-1W TAPCONS Q 16. O.C. MAX. FOR MASONRY WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (02 SYP) JOISTS (62 SYP) MAX WDTH OF LANDING 17-0" OR LESS (2) W2 218 8'-0" NOTE 1. STAIR TREADAND RISER CONSTRUCTION SHALL FOLW W THE MINIMUM CODE REQUIREMENTS AS SPECIR DIN THE CURRENT EOITION OFTHE FSC. 2. M2112 SYP82 BEAM IS REQUIRED AT THE OUTSIDE FACE OFTHE I OIDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. MAL D)PLY BEAM TOGETHER USING (3) 0.148'x SIN' MUS AT B- O.C. 3. CONTACT FOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. b4 CONT. TOP PLATE ATTACH TOP PLATE 70 STUDS W(2) 0.187x 3-17I 2x4 02 SPF STUDS 24' O.C. SEE ARCH PLAN I I TOE -NAILS{ 3�• 2x4 CONT. TOP PLA MAX. 4'-0" ABOVE FLOOR 214 02 SPF STUDS Q24' (ATTACH TOP P STUDSW(2!� z3-17 2x8 VERTICAL Q S4r O.C. MIN. AND Q ANY OPENING. WIN NOTCH SILL PLATE FOR VERTICAL 2.4 SILL PLATE W (2) NAILS 4' x i I O.C. W (2) 0.148' x 31/P TOE -NAILS BOTTOM NOTCH SILL AND TOE4RAI ' 2x482 2r •004 HANDRAIL KNEEWALL 2x L-BRACE W 0.148' x Q D.C. (NOTCHED O.C.(NOTCHED Q?x8 VERTICAL LOCATIONS ). PLYWOOD I FLOORING TO ALLOW VERTICAL TO SLIDE DOOM TO NOTCH FLOOR O.C. r STU D TO A 3-1M' NAILS Q 4' O.C. FACE OF IJOIST SHEATHING TO (O A YW - ATTACH 2B VERTICAL ACCOMMODATE h T r bG VERTICAL AND TO IJOIST W (3) Y' x 3' •�,C�M �^ BECIIOII )4J( L-BRACE Q SJT' O.C. & QANYOPENING SDS WOOD SCREWS EQUALLY 24W 0. 1 2.4 CONT. TOP PLATE SPACEDOENTERED IN EA 74r 0 ATTACH TOP PLATE TO 31" 1401STTO OUTSIDE x 4, STUDS W (2) O.I67 x S.17 FACE OF JOIST PL TOE-NAILSL U 24 02 SPF STUDS Q 2P DR=IJowrr BN U&70 ROOR ATT �I�IST O.C. W! (2) 0.148' x 3- le W(2)Y4 • TOE -NAILS BOTTOM 3y SORENb SLICE CUT PLYWOOD 2x4 CONE. TOP PLATE �`"�` SPACED & C D FLOORING FOR STRAP ATTACH TOP PLATE TO J� SEE ARCH PLAN IN IJOIST STUDS W (2) 0.787 x 3-17 MAX. 4'-0" ABOVE FLOOR 2.4 F2 SPF SILL PLATE TOE -NAILS x I X 8' WIDE WEB fill STIFFENER Q 48. O.C. { m W(2) 0.148' x 3' NAILS 21482 SPF STUDS Q 24• F91P9JDIC11/JLTO FLOOR (Q EA. BRACE) .1(2) Q 4'O.C. O.C. W (2)O.148•x3-1H' I 20 SILL PLATE W(2) ROWS OF 0.148'x7 ¢ TOE -NAILS BOTTOM I 0.148" x 3' NAILS Q 4' NAILS Q 3. O.C. NOTE: 00 (2) SIMPSON LSTA24 I O.C. (NOTCHED Q 2.6 VERTICAL LOCATIONS)' STIFFNER TO BE u STRAP (1 EA SIDE OF NOTCH SILL AND FLUSH d OUTSIDE OF f STUD) EVERY 46' O.C. PLYWOOD FLOORING BOTTOM CHORD TO ALLOW VERTICAL m FLOGRBEAM O@gTpN TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF (JOIST PLAN 2.6 VERTICAL AND s ATTACH 2W VERTICAL L-BRACE Q 6'-0" O.C. & m TO WOIST W (3) Y' x 3' Q ANY OPENING ST02 SECTION HANDRAIL W/ a� WOOD (JOIST PLAN 0 FLOOR BEAM CONN. SPACEDOEW ERED IN (JOIST TO OUTSIDE SEE ?TUN• F:yW-1,a FACE OF JOIST YIBLE I JOIST PARALLEL TO FLOOR F MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8' BEARING FOR CENTER PANEL AL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMBOARD - 2X882 SPF JOISTS Q 12- O.C. W (3) 0.162' x 317 END NAILS FROM RIM JOIST TO JOISTS W 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST04 ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY WALL OR - ELEVATOR WALL SEE PLAN 8CAUE:3W-T4r 2X6 f2 SPF CONT. - LEDOER VW (2) I W X 3-72 SDS SCREWS Q 18. O.C. MAX INTO - STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM CONTRACTOR TO -. CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT MIN. 7/1e' SHEATHING W RSRS-01 0.131-Id-3e') ( THRU DOOR OPENING, Y. 1 3 2 WD�LiS IAND2 RING SHANK NMLS! 8' O PANELS 1 AAND TO BE AND O.C. ON EDGE AND 2' SHIFTDINSTALLED SHIFTED OUT TO O.C. INFIELD -_�. ALLOWFOR PANEL (WHICH IS LONGER) TO ATTACKPUATFORMTO BE INSTALLED LAST - LEDGER Wd 1/4'.-� 3.17 PLATFORM LAYOUT AND WILL AID LOCKING SDS SCREWS 012 EVERYTHING O.C. ON ANGLE TYP. - TOGETHER. i SPAN BLOCKING W (2) �MID Tei" . f 7Yi70 �; ^�'.LS MIN 7/IW FLOOR - PLATFORM DETAIL SHEATHING MIN. 711W SHEATHING W RSRS.M (0.131.1QSe') PARTY WALL OR RING SHANK NAILS Q T ELEVATOR WALL SEE O.C. ON EDGE AND 17 - PLAN O.C. IN FIELD 2X6 82 SPF CONT. - LEDGER W (2)1 W X S-17 SDS SCREWS Q RIMBOARD 1e' O.C. MAX INTO STUDS OR FLOOR 2X6 n SPF JOISTS Q 12- SYSTEM TYP. EACH O.C. W (3) 0.162• x S-17 END UNDER END HAILS FROM RIM PLATFORM JOIST TO JOISTS W 2X8 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE: SW-T V ATTACH PLATFORM TO LEDGER W I W X 3-17 SDS SCREWS Q 12- .. O.C. ON ANGLE TYP. ` MID SPAN BLOCKING / W(2)O.148'x3-1W / TOE -NAILS 2XS i2 SPF RIM BOARD , W(3)0.167x 3-Ir NAILS INTO JOISTS 2X6 82 SPF 2X6 f2 SPF Q 12' D.C. MIN 711W FLOOR - PLATFORM DETAIL SHEATHING a' W F o� C � ► C zp J wM0 F � m 1 � W - o f IL pp : F F - owlzWC m J y L (a6 yy . Tq OD F • STRUCRINIL ENO: TH w O DRAFTING: -6TRDCT. N L. to C g L>Gl OCd1EC1t: CC JOB N. STAR-18947 p W NJ 6 W BGLLE: AS INDICATED DATE: 1142rm w G O W W0 L. ST1 q 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. t;rrf,` ii —t r a .„d LO�wr-.g f.