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HomeMy WebLinkAboutRevision (2)\Z',V\c\yN OFFICE USE ONLY: DATE FILED: `°Z �` PERMIT # REVISION FEE: 15 dd RECEIPT If PLANNING & DEVELOPMENT SE: BUILDING & CODE REGULATION DP 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5I (772) 462-1553 APPLICATION FOR BUILDING PERMIT PROJECT INFORMATION LOCATION/SITE ADDRESS: 15354 Navion Road Port St. Lucie, Florida 34987 j3.oy�l CIV� JUN252018 DETAILED DESCRIPTION OF PROJECT REVISIONS: The permitted steel stair has been revised to a wood stair. Includes all required details and shall act as the shop drawings. This revision to serve as a deterred submittal. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1509988 ST. LUCIE CO CERT. #: BUSINESS NAME: celentano DevelopmentGroup, LLc QUALIFIERS NAME: Gregory L. Gelentano ADDRESS: 824 SW Squire Johns Lane CITY: Palm city STATE: Florida ZIP: 34990 PHONE (DAYTIME): 551-718-9961 FAX: 772-597-0205 OWNER/BUILDER INFORMATION: 0: �if�/��IDI0M CITY: PHONE (DAYTIME: ARCHITECT/ENGINEER INFORMATION: NAME: Team Architecture, Fernando Prieto ADDRESS: 232810th Avenue North, Suite 200 CITY: Lake worth FAX: ZIP: STATE: Honda [(>: saael PHONE (DAYTIME): 551-855-2888 FAX: SLCCC: 9/23/09 Revised 06130117 REVISION w y' La ... He COPY GENERAL NOTES 1. CONSTRUCTION SHALL FOLLOW 2014 EDITION OF THE 20. ENERGY CODE CALCULATIONS WITH MANUAL "J" FORM "FLORIDA BUILDING CODE" AS ADOPTED BY ST. LUCIE COUNTY SHALL BE REQUIRED PRIOR TO PERMITTING. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS, AS 21. ALL WINDOWS AND DOORS SHALL BE CAULKED AND APPLIES TO A TYPE IIB CONSTRUCTION. WEATHER-STRIPPED. WINDOW UNITS SHALL DISPLAY 2. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH LABELS SHOWING COMPLIANCE WITH THE FLORIDA THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF STATE ENERGY CODE. THE FLORIDA MODEL ENERGY CODE. CONTRACTOR 22 TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING COPIES OF SHOP DRAWINGS AND ENGINEERING CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE CALCULATIONS SIGNED AND SEALED BY A FLORIDA WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE REGISTERED ENGINEER, OF THEIR ROOF TRUSS SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. DESIGN FOR APPROVAL INCLUDING TWO (2) COPIES 3. THE BUILDER MAY SUBSTITUTE ITEMS WHICH THEY FOR ARCHITECTS REVIEW PRIOR TO FABRICATION. BELIEVE TO BE EQUAL OR BETTER THAN ITEMS 23. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE STRUCTURAL BEAMS, COLUMNS, AND FOOTINGS UNTIL AND APPROVAL BY THE OWNER. ITEMS WHICH WHEN REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED AND SUBSTITUTED, REQUIRE APPROVAL OF THE BUILDING SEALED BY A FLORIDA REGISTERED ENGINEER. OFFICIAL, WILL BE SUBMITTED TO THE BUILDING OFFICIAL. 4. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING 24. ALL INTERIOR LOAD BEARING PARTITIONS BE OF STRUCTURAL OR NON-STRUCTURAL MEMBERS EACH CONSTRUCTED WITH CLIPS, TOP AND BOTTOM EACH DURING CONSTRUCTION. STUD, AS PER CODE. 25. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: 5. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP SLABS ON VAPOR BARRIER - 3/4" DRAWINGS TO THE BUILDER AND OWNER FOR BEAMS AND COLUMNS - 1-1/2" APPROVAL. WINDOW AND GLASS SUPPLIER/MFR. FORMED CONCRETE BELOW GRADE - 2" SHALL PROVIDE WIND LOAD CERTIFICATIONS ON UNFORMED CONCRETE BELOW GRADE - 3" ALL EXTERIOR WINDOWS AND DOORS. 26. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-92b. 6. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE, 27 DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN OR STEEL SHALL BE PRESSURE TREATED. PROVIDE ACCORDANCE WITH "THE MANUAL OF STANDARD AN APPROVED MOISTURE VAPOR BARRIER BETWEEN PRACTICE FOR REINFORCED CONCRETE THE CONCRETE OR OTHER CEMENTITOUS MATERIALS CONSTRUCTION" AS PUBLISHED BY THE CONCRETE AND THE WOOD AS REQUIRED PER APPLICABLE CODE. REINFORCING STEEL INSTITUTE U.N.O. 7. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO 28 DOWEL COLUMN AND WALL REINFORCING TO FOOTING THE BUILDER AND OWNER FOR APPROVAL. WITH SAME SIZE AND NUMBER OF DOWELS AS 8. VERIFY ALL DIMENSIONS IN FIELD BEFORE FABRICATION VERTICAL BARS ABOVE. OF ANY CABINETRY OR MILLWORK. 29. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO 9. ALL WORK BY ALL TRADES TO BE COMPLETED IN MAINTAIN A CLEAR, UNCONSTRUCTED CONT. CELL. ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS OR RESTRICTIONS, WHETHER INDICATED 30. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE ON THE DRAWINGS OR NOT. ALL CONTRACTORS, BOTTOM OF GROUTED CELLS AT EACH LIFT OVER SUBCONTRACTORS, AND SUPPLIERS TO BE PROPERLY 4'-0" HIGH. CLEANOUTS SHALL BE SEALED AFTER LICENSED AND INSURED AS REQUIRED BY LAW BEFORE CLEANING AND INSPECTION, AND BEFORE GROUTING. PERFORMING ANY WORK ON THE PROJECT. 31. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. 10. ALL AIR CONDITIONING REGISTERS AND GRILLS TO BE MIN. WHERE SPLICED AND SHALL BE WIRED MFR. PAINTED STANDARD WHITE. TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM REINFORCING AT EACH 11. USE'J' BEAD OR METAL CORNER BEAD AT ALL LOCATIONS FACE LAB 30 BAR DIA. MIN. WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. 32. STRUCTURAL WOOD AND TIMBER FRAMING SHALL 12. CONTRACTOR SHALL PROVIDE FINAL CLEANING OF CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" ALL GLASS, FLOORS, CABINETS, FIXTURES, ETC. SO AS PUBLISHED BY THE AMERICAN INSTITUTE OF BUILDING IS CLEAN AND READY FOR OCCUPANCY. TIMBER CONSTRUCTION. 13. WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY 33. HEADERS FOR FRAMED OPENINGS GREATER THAN ACTUAL AND ROUGH OPENING DIMENSIONS IN FIELD 6-0" MUST BE ENGINEERED AND STAMPED BY THE BEFORE FRAMING OR FORMING OPENINGS. TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 14. CONTRACTOR SHALL MAINTAIN ALL WARRANTIES, 34. DIMENSION LUMBER FOR HEADERS AND COLUMNS INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC. IN A SHALL BE SOUTHERN PINE. NO.2 OR BETTER. SINGLE NOTEBOOK FORMAT TO BE PRESENTED TO THE 35. EGRESS WINDOWS SHALL BE OPERABLE FROM THE OWNER UPON COMPLETION OF THE CONSTRUCTION. INSIDE WITHOUT THE USE OF TOOLS. EGRESS 15, CONTRACTOR SHALL COORDINATE ALL THE WORK WINDOWS SHALL PROVIDE A CLEAR OPENING OF NOT OF ALL TRADES INVOLVED. LESS THAN 20" IN WIDTH AND 24" IN HEIGHT AND 16. BUILDER SHALL VERIFY ALL DIMENSIONS AND 5.0 SQ. FT. IN AREA MIN. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE CONDITIONS AT JOBSITE PRIOR TO STARTING ANY FLOOR. LATCH AT 54" A.F.F. MAX. WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL 36. ALL GYPSUM BOARD MATERIALS SHALL BE IN ACCORDANCE Al RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. WITH 2O14 FBC RESIDENTIAL R702.3. GYPSUM BOARD USED DO NOT SCALE DRAWINGS. ACTUAL DIMENSIONS AT HANGAR 1 HR. FIRE BARRIER WALL SHALL BE 5/8" TYPE'X' SUPERSEDE ANY GRAPHIC REPRESENTATION. BOTH SIDES OF WALL W/ STUDS AT 16" O.C., SEE PLANS AND WALL SECTIONS FOR DETAILS. 17. THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS ETC. SHALL VERIFY ALL DIMENSIONS, PLANS, SPECIFICATIONS, 37. AL BATH OM FL ORS D BASES SHALL CONSIST CONDITIONS AT JOBSITES, & EXISITNG CONDITIONS ETC. OF APPROVED IMPERVIOUS MATERIALS. AND SHALL NOTIFY ARCHITECT/DESIGNER OF ANY DISCREPANCIES PRIOR TO THE EXECUTION OF ANY WORK. 18. ALL MATERIALS SHOWN OR CALLED FOR ON THESE PLANS SHALL BE INSTALLED PER MFR'S RECOMMENDATIONS AND SPECS. 19. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. A. STEEL REINFORCEMENT PLACEMENT, B. PRE-ENGINEERED METAL BUILDING. C. DOORS. D. WINDOWS. E. HARDWARE. F. APPLIANCES. G. PLUMBING FIXTURES. H. ELECTRICAL FIXTURES & EQUIPMENT. I. HVAC EQUIPMENT. J. CABINETRY. K. FLOORING. GENERAL FINISH NOTES 1. HANGAR & CLOSET STORAGE SHELVING BY OWNER. 2. WOOD BASE SHALL BE 6" H., FINGER JOINT, PAINT GRADE PROFILE SELECTED BY OWNER. 3. WOOD DOOR CASINGS SHALL BE 3 1/2" WIDE, FINGER JOINT, PAINT GRADE, PROFILE SELECTED BY OWNER. 4. PAINTING BUDGET FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX FINISH ON INTERIOR WALLS. 5. EXTERIOR PAINTING FIGURED WITH ONE (1) MAIN COAT & ONE (1) ACCENT COLOR FOR FACIA AND BANDS. 6. INTERIOR TRIM FIGURED WITH ONE (1) COAT PRIMER & TWO (2) COATS LATEX SEMI -GLOSS PAINT. 7. NO WINDOW TREATMENTS INCLUDED, 8. NO WALLPAPER INCLUDED, 9. ROUNDED CORNER BEADS RECD. ALL WALL OUTSIDE CORNERS. 10. CRACK SUPPRESSION MEMBRANE INCLUDED FOR ALL FLOOR TILE AREAS. 11. ALL CEILINGS SHALL RECEIVE 'KNOCK-DOWN'TEXTURED FINISH. 12. ALL WALLS SHALL RECEIVE LIGHT'ORANGE PEEL' TEXTURED FINISH. PRE-ENGINEERED BUILDING NOTES: 1. PRE-ENGINEERED METAL BUILDING SHALL BE MANUFACTURED BY UNITED STRUCTURES OF AMERICA, INC. (USA), 1912 BUSCHONG DRIVE, HOUSTON, TEXAS 77039,1-281-442-8247. 2. METAL ROOF AND WALL PANELS SHALL BE SUPPLIED BY USA AND SHALL BE 26 GAUGE. ALL PANELS SHALL HAVE FLORIDA PRODUCT APPROVAL. REFER TO ELEVATION SHEET FOR PRODUCT APPROVAL NUMBERS. 3. THE METAL BUILDING SECONDARY STRUCTURAL SYSTEM SHALL BE DESIGNED TO SUPPORT THE MAXIMUM PANEL SPACING REQUIREMENTS AS SHOWN IN THE FLORIDA PRODUCT APPROVAL DOCUMENTS. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM WEATHERING: NEGLIGBLE TERMITE: VERY HEAVY FLAME -SPREAD & SMOKE -DEVELOPED INDEX ALLOWABLE INDEXES PER 2014 FBC R302.9 & R302.10, TESTED PER ASTM E84 & UL 723: INTERIOR WALL & CEILING FINISHES: FLAME -SPREAD INDEX: <_ 200 SMOKE -DEVELOPED INDEX: s 450 INSULATION: FLAME -SPREAD INDEX: 5 25 SMOKE -DEVELOPED INDEX: 5 450 DESIGN CRITERIA 2014 FBC CHAPTER 16 ST. LUCIE COUNTY, FL V ult. WIND SPEED: 165 MPH EQUIV. BASIC WIND SPEED: 128 MPH RISK CATEGORY: 2 EXPOSURE: C MEAN HEIGHT: 19'-9" SLOPE: 3:12 ENCLOSEDSTRUCTURE INTERNAL PRESSURE: t0.18 IMPORTANCE FACTOR: 1.00 BUILDING AREA S.F. BREAKDOWN HANGAR: 2,641 S.F. CONDITIONED LIVING AREA: 959 S.F. COVERED PORCH: 410 S.F. TOTAL GROSS AREA: 4,010 S.F. 0 m 0 0 N N M n N in � [ b m O 0 0 0 Fa DS [W - DS r MIA 50' W. X 14' H. HYDRAULIC 3 SINGLE -SWING HANGAR DOOR BY A 8 POWERLIFT HYDRAULIC DOORS REFER TO SHOP DRAWINGS & 60'-0" SUBMITTALS FOR DETAILS. O OVERHEAD DOOR JAMBS: 8"X4"X10GA. 'C' CHANNELS, TYPICAL. FUTURE 10' W. X 14. H. OVERHEAD DOOR, PROVIDE STD. GIRTS WITH BOLT -ON CLIPS & FULL HEIGHT WALL PANELS. OVERHEAD DOOR JAMBS: 8"X4"X10GA. 'C' CHANNELS, TYPICAL. 24'-10" 2X4 P.T. WD STUD BEARING WALL. (SHOWN HATCHED). 1-HR RATED FIRE BARRIER PER UL NO. U419. Q PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER WOOD STAIRS SEE SHEET 2014 FBC 703.7. A-1.1 FOR DETAILS. o 7'-8 1/2" 13'-1 1/2" 4' 0' R - zz I I I I o C "v co ELEC. ELEC. PANEL'A' METER FFIREED BARRIER/WALL- XTEND TO EXTERIOR G LINE. I L DOOR MFR.) HANGAR DOOR JAMBS/HEADER: PRE-ENGINEERED METAL BLDG. MFR. SHALL PROVIDE STRUCTURAL FRAMED OPENING TO ACCOMMODATE THE HANGAR DOOR. DOOR MFR. SHALL PROVIDE MIN. REQUIREMENTS, SHOP DRAWINGS, SUBMITTALS, & ENGINEERING FOR REVIEW/COORDINATION, GN OR LETTERING PROV:FBC703.7. HANGAR FOR FTED BARRIER PER 101 2014 1 HR RATED FIRE BARRIER pER UL NO. U419. 3 1/2" (R-11) BATT. INSUL. FULL HT., TYP. ALL STUD WALLS, THROUGHOUT LIVING AREA. PROVIDE 5/8" GYP. BD. CEILINGS THROUGHOUT p LIVING AREA. 3 PROVIDE 4" H. SOLID = CONC. THRESHOLD PER 2014 FBC 412.5.1. 15'-4" I" T-6" 4" T-0" 4" T-10" 4'-' 60 MIN. HS L� RATED DOOR. 0 F: 1-HR RATED -v 0 .ti 80 HEADER W.C. 0 c 102 3'-10" 4" 2'-6" 4"0 i, 3 �n 7OOM BATHR 103 LAUNDRY 109 4 3 0' 4" o O N 3 G - CLOSET 105 6" 6'-10" L - - - j 104 I. WH (TANKLESS) HB t WELL PUMP - WATER TREATMENT - SYSTEM, CONFIRM W/ OWNER. 20'-0" 60'-0" ►ee METAL BLDG. MFR. SHALL INCLUDE WALL PANELS & TRIM FOR HANGAR DOOR. FIRE RATED BARRIER/WALL- SHALL EXTEND TO EXTERIOR BUILDING LINE. PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 703.7. GREAT ROOM 108 190.1 HEADER A 3 HALL ELEC. 2X4 P.T. WD STUD 106 PA EL o BEARING WALL. (SHOWN HATCHED). in 1 2 < A-5 BEDROOP A 5 107 2X4 P.T. WD STUD BEARING WALL. (SHOWN HATCHED). 18'-0" N_119059 INWAPJ4� C 18'-0" 20'-0" u LF3'. CONCEALED FASTENERS OR ATTAC ARE THE RESPONSIBILITY OF 1 CONTRAC70A OF RECORD Q REVISIONS: � No: DATE COMMENTS 0 Q7 05-17-17 PERMIT REV. Q3 03-06-18 MISC. REV. 0 Ap 06-20-18,STAIR REV. Z E W lu n fi iL) 'o U tl&.I U T W I� u 0 1 I in r Q � Q W DS F 0 LL OC _O 0 O 00 N C?�� Li QCn� N z O QQ A-8 - U Q ? Q IVY OC 0 DS LINE OF 8" SKIRTCes1 1 WALL ABOVE. `� A 9 LZ B/ = 9' 6" ` � W o } O o 3 O W ac QV� LL CIC qq OLU O +HB Cr�i I V O 0 1...0 CONC. SLAB-- o a O Q?o W Lo C4 Ut r I 0) 0 a I �► m O J I I 2 g^ I A-9 W o 00�W 00 N I N < L0 DS COVERED I (U E F PORCH I V I U I I a 1 I 0 A-8 I � 2 A-6 I U Q I a 0 LU I v� m 0 v ra a 00 I I w zz CONC. SLAB�I • U 0 y W I LL m� DS o I o O p U ] u N a W _- -- -- -- 1 ^ Ln F• N �I U tY 1 LINE OF 8" SKIRT Q A-9 WALL ABOVE. O AN B/ = 9'-6"Uj E / %0-3 -p r \o LL ST. LtiCfE Cdtj. n, $T'R,DT!'c _y I ^V 'm O REVIEN'k:� Fij([ C Ml'LIAN O � } DATE REVIE1YF Aj Q w PLAYS ±±1��Acc MUST BE KEPT ON JOB? � a 10'-0" OPEN LEi41CIT6PBC� WILL BE MADE. \\\ w O w CC \/ THESE PLANS AND ALL PROP WORK E W ARE SUBJECT TO ANY CORRECTIONS ti I RFOUIRED BYPIELD INSPECTORS THAT E h ' 4 MAY BE NECESSARY IN ORDER TO r B W r H COMPLY WITH ALL APPLICABLE CODES. In 1-2' a. S`et, qql rv3 rT r� ; "If1 Z RECEIVED Q FLOOR PLAN JUN 22 2018 0 SCALE. • 1/4' = 1'-0" ST. Lucie County, Permitting -1 �e C� 7 J_ Z 0 z x x v m T/ 2�10,-0" nd FLOOR - T/ STAIR LANDING 5'-0" V-21/2" 3'-6" 31/2" 3'-0" �n n 2 -1. 10,-0-0, T/ 2� nd FLOOR - T/ STAIR LANDING 4'-0" (15) TREADS @ 10 1/2" EA. = 13'-1 1/2" STAIR DIMENSIONS: 1 (15) TREADS @ 10.5" EA. = 13'-1 1/2" 11 (16) RISERS @ 7.5" EA. = 10'-0" STAIR LOAD REQUIREMENTS: STAIRS & LANDING: LIVE LOAD = 100 PSF HANDRAILS & GUARDS: LINEAR LOAD OF 50 PLF CONCENTRATED LOAD OF 200 LBS. 2" X 2" P.T. WOOD PICKETS SIMPSON MODEL'RTC44(2)' (2) 2"X12" P.T. WD © (MAX. 4" CLEAR SPACING). (SQUARE -CUT) CORNER JOIST @ 16" O.C. 2" X 4" P.T. WOOD TOP RAIL. POST -TO -BEAM CONNECTION (2) 2"X16" P.T. WOOD W/ (10) 16d @ POST & 4" X 4" P.T. WOOD VERTICAL 2" X 4" P.T. WOOD TOP RAIL. LEDGER/NAILER SUPPORTS @ 6'-0" O.C. MAX. (16) 16d @BEAM, _ 2" X 4" P.T. WOOD VERT. NAILER. TYP. AT (4) CORNER POST. SIMPSON MODEL'LSCZ' PROVIDE EQUAL SPACING. STRINGER CONNECTOR W/ 1-1/2" O.D. WOOD HANDRAIL 1-1/2" O.D. WOOD HANDRAIL (8) 10d X 1-1/2" NAILS @ RIM _ CONTINUOUSLY GRASPABLE CONTINUOUSLY GRASPABLE BOARD & (8) 10d X 1-1/2" NAILS ALONG ENTIRE LENGTH. ALONG ENTIRE LENGTH. @STRINGER FACE & FASTENING: & (1) 10d X 1-1/2" NAILS 3/4" NOSING TYP. - 4" X 4" P.T. WOOD VERTICAL 2" X 2" PICKETS SCREWED TO @STRINGER EDGE. �o SUPPORTS @ 6 0' O.C. MAX. NAILER W/ (2) 1/4" 0 X 3" TYP. AT (3) STRINGERS. (3) 2"X12" P.T. PROVIDE EQUAL SPACING. SIMPSON SDS SCREWS. WOOD STRINGERS 2" X 4" P.T. WOOD PICKETS 2"X12" P.T. WOOD TREAD (MAX. 4" CLEAR SPACING). FASTENING: FASTEN TO EA. STRINGER 2" X 2" PICKETS SCREWED TO W/ (3) 8d X 2 1/2" NAILS. �- STRINGER W/ (2) 1/4" P X 3" 1"X8" P.T. WOOD RISER 1"X8" P.T. WOOD RISER SIMPSON SDS SCREWS. FASTEN TO END STRINGERS 0 CLOSED RISERS TYP. W/ (3) 4d X 1 1/2" NAILS. FASTENING: - - 4" X 4" POST THRU BOLTED TO - - - - - - STRINGER W/ (2) 5/8"0 GALV. BOLTS 2"X12" P.T. WOOD TREAD W/ GALV. WASHERS. (3) 2"X12" P.T.-ri------ ----i� p WOOD STRINGERS I1 11 ri---I - - - -4" X 4" P.T. WOOD 4" X 4" P.T. WOOD ri - - - it COLUMN. COLUMN. \ z- 4"X4"P.T.WOOD ri---- ----i� - COLUMN. I r o SIMPSON MODEL'fP6844' BASE PLATE —— -- —'-I W/ (4) 1/2"0 X 4" L. EXP. ANCHORS I- __- — l SIMPSON MODEL'FPBB44' BASE PLATE INTO CONC. & (8) 1/4"0 SIMPSON I I W/ (4) 1/2" 0 X 4" L. EXP. ANCHORS O STRONG -DRIVE SDS HD SCREWS TO POST rl- _ _ _ _ _ -1 INTO CONC. & (8) 1/4"0 SIMPSON o TYP. AT (4) POST. STRONG -DRIVE SDS HD SCREWS TO POST. 0-,-0" p,_0.. TYP. AT (4) POST. i' CUNC. SLAB A° x — x°xx xa xx —x --x °x A °x--x-a-xo-- o xx ° NC'SLA6 a° x—x—ax r�xxx x xn- °x�--x-�- a x xxxx°xx x'�x-a axe x ° x- xoxx--x� x--x °x ° x—<-x 1 STAIR SECTION 0 SCALE. 314" = 1'-0" STAIR SECTION 7'-8 1/2" 0 0 1-HR RATED FIRE BARRIER PER UL NO. U419. r PROVIDE SIGN OR LETTERING FOR FIRE RATED BARRIER PER 2014 FBC 703.7. (15) TREADS @ 10 1/2" EA. = 13'-1 1/2" (16) RISERS @ 7 1/2" EA. = 10'-0" 1 f:? Gull 1-HR RATED Ia � - 4" FUTURE 2" CHASE WALL J m N J - 1 FUTURE 4" CHASE WALL LJ / SECOND FLOOR BUILD -OUT I UNDER FUTURE SEPARATE m PERMIT. PROVIDE ROUGH IN n OF SANITARY & VENTING/ o I - ROOF PENETRATIONS AS / REQUIRED IN THIS PHASE. — CAP ALL PIPES AS REQ'D. 60 MIN. RATED DOOR. STORAGE/MECHANICAL AREA C (1) SIMPSON MODEL'HGAM10' CLIP J AT EACH STRINGER W/ (4) 1/4"0 X 1-3/4" L. TITEN-2 ANCHORS TO CONC. & (4) 1/4" 0 X 1-1/2" SIMPSON SDS SCREWS. 2nd FLOOR STORAGE AREA & STAIR PLAN SCALE.- 114" = 1'-0" w REVISIONS: < No: DATE COMMENTS 0 Q3 03-06-18 MISC. REV. Q4 06-20-18 STAIR REV. 0 Z W D F U w H I U K Q Q W f- cr 0 W 4' 0 I- 0 N( oo N ZLAft ^ mt:tu M D V �0 U4I- N V _' I � Z U L j Q w 0 CQoo VLai 0 LL Z V (� Q N _ W 11111111111111114�> _ 0 o Q ?0 f A a(A 00 0 ZLLI W 0 Q Ll 00 0� V 00 W SCALE. 314" = 1'-0" 00 1,0 N 2 LA F 00 N o� Ln _ } p 0 L � o 0 Z Q uj O rn L ` m 0 ra O > �g "00 u_ U Z - a)W m c� mu W N j = � ' U Q 1 ^ LL VJ O`J LUl� w ' 0 O �QF w Cf a W 0 LL ar a w a" qq _ v � J Ifi r D h s�r � e Y oil y Ul y a , 4 03! n r A k ., h t u rw a E a THIS ENTIRE SHEET ISSUED AS A PART OF REVISION #3. tA i e Cop