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HomeMy WebLinkAboutBuilding Plans VoidedCONCRETE: ABBREVIATIONS:i 1. MATERIALS '. AB ANCHOR BOLT MATL MATERIAL A. ALL WORK SHALL BE MIXED, PLACED, AN D CUR ED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE ACI 318. AFF ABOVE FINISHED FLOOR MAX MAXIMUM B. CONCRETE SHALL HAVE THE FOLLOWIN SPECIFICATIONS UNLESS NOTED OTHERWISE: ADJ ADJACENT MECH MECHANICAL AREA STRENGTH PSI LUMP AGGREGATE 51ZE ARCH ARCHITECTURAL MIN MINIMUM FOOTER 3,000 PSI(28 DAYS) 4"4" 3/4"-2" BLDG BUILDING NTS NOT TO SCALE C. MATERIAL FOR CONCRETE SHALL CONFC RMT tTHE FOLLOWING: BM BEAM O.C. ON CENTER a. PORTLAND CEMENT -ASTM C 50 BOT BOTTOM OPT OPTIONAL b. AGGREGATES: COURSE AGGRE ATE: M C33, LIGHTWEIGHT: ASTM C330, FINE: ASTM C33 BRG BEARING OSB ORIENTED STRAND BOARD D. WATER SHALL BE FREE OF CONTAMINAA TS, CLEAN AND POTABLE. CJ CONTROLJOINT PLY PLYWOOD 2. REINFORCING CL CENTERLINE PSI POUNDS PER SQUARE INCH A. REINFORCING SHALL HAVE GRADE IDENI IFICATION MARKS AND SHALL CONFORM TO ASTM A615, GRADE 60. CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT B. REINFORCING SHALL BE FREE OF RUST, S- LE OR OTHER BOND REDUCING COATINGS. COL COLUMN PT PRESSURE TREATED C. REINFORCING SHALL BE PLACED IN CONCRETE TO PROVIDE MINIMUM COVERAGE IN ACCORDANCE WITH ACI 318 OR AS CONC CONCRETE REINF REINFORCEMENT INDICATED IN THE DRAWINGS., '.. COND CONDITION REQD REQUIRED a. CONCRETE CAST AGAINST ANC PERMANENTLY EXPOSED TO EARTH-3" CONT CONTINUOUS RO ROUGH OPENING b. CONCRETE EXPOSED TO. EARTH OR WEATHER -1.5" CONST CONSTRUCTION RTU ROOF TOP UNIT C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND - 3/4" CLG CEILING SCH SCHEDULE D. ACCURATELY PLACE AND SUPPORT REIN -ORCII G WITH CHAIRS, BAR SUPPORTS, SPACERS, OR HANGERS AS RECOMMENDED DBL DOUBLE SHTHG SHEATHING BY: ACI DETAILING MANUAL. DIA DIAMETER SIM SIMILAR DR DOOR SMS SHEET METAL SCREWS DWG DRAWING SP SOUTHERN YELLOW PINE 3, PLACEMENT AND FINISHING EA EACH SPF SPRUCE PINE FIR A. - ALL CONCRETE PLACED UNDER ROOF PROTECTION SHALL BE PLACED OVER 6 MIL POLYETHYLENE VAPOR BARRIER, LAPPED 8 EJ - EXPANSION JOINT STL STEEL - INCHES MINIMUM WITH ALL SEAMS TAPED UNLESS NOTED OTHERWISE. ELECT ELECTRICAL STR STRUCTURAL B. PLACE ALL EMBEDDED ITEMS (ANCHOR BOLTS, DOWELS, ETC.) IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE OR DURING FOR ENGINEER OF RECORD SGD SLIDING GLASS DOOR CONCRETE OPERATIONS EQUIP EQUIPMENT SO, SQUARE C. PROTECT ALL CONCRETE FROM DAMAGE AFTER PLACEMENT.' ff FINISH FLOOR T&G TONGUE AND GROOVE , D. CONCRETE SHALL BE PLACED WITHIN 90 IAINUT S OF BATCHING UNLESS MIX DESIGN SPECIFIES OTHERWISE. FT FOOT / FEET TOB TOP OF BEARING E. CONCRETE SHALL BE PLACED WITHIN THE SLUMP LIMITS SPECIFIED IN THE DESIGN MIX. GA GAUGE TYP TYPICAL " F. WATER ADDED AT THE SITE SHALL BE KEFTTO A MINIMUM AND WITHIN THE SPECIFIED SLUMP. RUN MIXER FOR THIRTY GC GENERAL CONTRACTOR UNO UNLESS OTHERWISE NOTED I. REVOLUTIONS AT 8-12 RPM FOLLOWING THE ADDITION OF WATER AT THE SITE. ! GYP GYPSUM VERT .VERTICAL G. CONCRETE SHALL NOT BE PLACED DURING RAI . FOLLOWING PLACEMENT OF CONCRETE, PROTECT FROM RAIN PRIOR TO HGT HEIGHT W/ WITH INITIAL SET. HORIZ HORIZONTAL WIC WALK IN CLOSET H. PLACEMENT SHALL BE CONTINUOUS UNTILALL ORK IS COMPLETED. -. HB HOSE BIB WD WOOD '. I. DO NO USE CONTAMINATED, DETERIORATED, RETEMPERED CONCRETE. INS INSULATION WWF WELDED WIRE FABRIC I. THOROUGHLY WORK CONCRETE AROUNI REIN ORCING BARS. KSI KIPS PER SQUARE INCH W/o WITHOUT K. PLACE CONCRETE TO GRADES AND ELEVA IONS !REQUIRED FOR PROJECT. MAS MASONRY WOW WINDOW L. REMOVE ALL GRADE STAKES AFTER PLAC MEN OF CONCRETE.. M. AT SLABS GREATER THAN 20 FEET IN ANY DIRE ION g Sheet List Page No Sheet Name Sheet Number 1 General Notes SO.1 2 Framing Plan, Sections and Schedules ISM a. PROVIDE SAW CUT CONTROL I INTSI. CONCRETE AFTER INITIAL SET AND PRIOR TO HARDENING b. SAWCUT JOINTS SHALL BE 1/3 E DEPTH OF THE SLAB. C. ANY SLAB EXCEEDING 20 FEET HALL BE DIVIDED AT ALL CORNERS AND SHALL EXTEND IN EACH 90 DEGREE DIRECTION. N. PROVIDE SURFACE FINISH REQUIRED FOR INTENDED FINAL APPUCATION. '.. O. SILL PLATE ANCHORS SHALL BE AS SPECIF ED IN SPECIFICATIONS '.. P. CONSOLIDATE CONCRETE THOROUGHLY DURING CONCRETE OPERATIONS. 0. CURE CONCRETE FOR THREE DAYS TO M1141MIZF�I SHRINKAGE CRACKS. SCOPE OF WORK 1. ADD NEW FREE STANDING DECK AT HEIGHT OF 39" (DECK LEVEL W/ FRONT DOOR) PER LAYOUT AND DETAILS. WOOD FRAMING COMPONENTS: LUMBER 1. MATERIALS A. ALL WOOD AND WOOD CONSTRUCTION HALL OMPLY WITH THE FOLLOWING SPECIFICATIONS AND CODES INDICATED IN it THE DESIGN CRITERIA: Project Number: 19AO75 W c c a d o c Q tJ e UJ N o. G .-� eta ELi U *'+ LJ a u c o LC � .ppO 3 N o I o u O R o 2 0 v ri ON LU Ln z ''.. m O 11 cr N LU r-1 CL e E u III a T N Q m Ui C♦ N Z j, w UJ Nw LU 0 COL 3:12-17 ex Z Ln m �i E i i+l ~ zi W m _ I $ w GENERAL NOTES: B. : LUMBER SHALL BE IN ACCORDANCE WIT THE NATIONAL GRADING RULES AND SHALL BEAR GRADE STAMP OF SPIB, OR OTHER 0 to .Mao W! a ASSOCIATION RECOGNIZED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. Z M LL m Zi 'O 1. DESIGN CODE C. LUMBER 2" OR LESS IN NOMINAL TH.ICKN SS SHALL NOT EXCEED 19%IN MOISTURE CONTENT AT THE TIME OF INSTALLATION �'� ! N' N m = `r LT. c A. TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE, THESE DOCUMENTS HAVE BEEN PREPARED WITH AND ARE IN AND SHALL BE STAMPED "S-DRY", "K-D", R "M 15". ALL LUMBER SHALL BE S4S - z U $ Z''o COMPLIANCE WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS D. ALL FRAMING MEMBERS SHALL BE SOUT ERN PINE #2 GRADE OR BETTER. - N W Q. m n. III m DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 5S3 AND 633 OF THE FLORIDA STATUTES. THESE 2.49 W U n :g DOCUMENTS MEET OR EXCEED THE REQUIREMENTS OF: `� A. WOOD FASTENING SHALL BE SPECIFIED It THE DRAWINGS. a. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, FBC. B. FASTENING NOT SPECIFICALLY IDENTIFIEE ON. DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE. !, N Z > @1 y b. 2017 FLORIDA BUILDING CODE, SIXTH EDITION, RESIDENTIAL, FBC-R. C. ALL LUMBER IN CONTACT WITH CONCR E/MASONRY/DIRT OR EXPOSED TO THE WEATHER SHALL BE NATURALLY DURABLE c. FLORIDA FIRE PREVENTION CODE, SIXTH EDITION, FFPC. MATERIALS OR PRESSURE TREATED. `^ '_y, s: OPENINGS BETWEEN BOTTOM OF FLOOR SHEATHING AND TOP OF WALL BELOW. SQUASH BLOCKS SHALL BE OF THE SAME ~ _ d. NATIONAL FIRE PROTECTION ASSOCIATION, NFPA. . ( - - 2. DESIGN CRITERIA � .. _ � D SQUASH BLOCKS SHALL BE INSTALLED BE OW ALL COLUMNS AND BUILT UP MEMBERS INCLUDING JACKS AND KINGS AT _ � I � c o a- - - I�SIVCRETE IN TITUTE ACI 31S AND 332. y'° ° - - GRADE AND SIZE'OF�HEMEMBER ABO -- --: - - - N '-- A. ALL CONCRETE WORK SHALL BE IN ACCORDAI7CE�C71TN7111' MTM S (ACI) B. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/530.1: AMERICAN SOCIETY OF CIVIL ENGINEERS;. 402. C. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI 318, FASTENERS: D. ALL WOOD FRAMING SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS LISTED IN THE FLORIDA BUILDING CODE OF THE 1. MATERIALS FOLLOWING REFERENCED DOCUMENTS: �� A. WOOD CONNECTORS AND HOLD-DOWN SHALL BE AS SPECIFIED IN THE DRAWINGS AND SHALL BE INSTALLED IN �TLLIIIIF2tI, o 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION BY THE AMERICAN WOOD FOREST AND ACCORDANCE WITH MANUFACTURERS ECOM ENDATIONS. PAPER ASSOCIATION (AFPA) B. CONNECTORS FOR TRUSS TO TRUSS CONPONEITS SHALL BE SPECIFIED PER THE TRUSS MANUFACTURER. 2. TIMBER CONSTRUCTION MANUAL BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION C. FASTENERS AND CONNECTORS USED ON UN -TREATED WOOD EXPOSED TO THE WEATHER SHALL BE HOT DIPPED GALVANIZED 3. AMERICAN WOOD PROTECTION ASSOCIATION STANDARDS. OR STAINLESS STEEL. CJ?^y`�'. `m o 3. DESIGN LOADS D. FASTENERS AND CONNECTORS (INCLUDING TRUSS PLATES, NAILS, BOLTS, ANCHORS, ETC.) USED IN CONTACT WITH TREATED <+aez• ' N A. FLOOR LOADING: WOOD SHALL BE COMPATIBLE WITH THE TREATMENT METHOD AND AS FOLLOWS: W:� a. DEAD LOAD 10 PSF a. WOOD TREATED WITH DOT SO DIUM BORATE- MINIMUM G90 ZINC COATING b. UVE LOAD 40 PSF b. WOOD TREATED WITH ACQ-C OR ACQ-D OR OTHER BORATE (NON -DOT) - MINIMUM G185 ZINC COATING C. LIVE LOAD (BALCONY/STAIRS) 60 PSF or 300 LB POINT LOAD C. FOR ALL OTHER TREATMENT - COMPLY WITH THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD SUPPLIER B. GUARDRAIL/HANDRAIL 50 PLF OR 200.LBS IN ANY DIRECTION d. STAINLESS STEEL CONNECTORS MAY BE USED FOR ANY TYPES OF TREATED OR UNTREATED WOOD 4. STRUCTURE SPECIFICATION e. SEE CHART BELOW FOR NAIL SIZING. A. BUILDING OCCUPANCY CATEGORY: II 2. EXECUTION B. CONSTRUCTION TYPE: V-B A. HANGARS AND FRAMED COMPONENTS HALL I IE FURNISHED BY THE MANUFACTURER WITH NAILS FOR SPECIFIC USE AND C. OCCUPANCY CLASSIFICATION; R-3 INSTALLATION. D. WIND SPEED B. ALL PRE -MANUFACTURED CONNECTORS SHALL HAVE NAILS/ SCREWS/ ANCHORS INSTALLED IN ACCORDANCE WITH THE a. ULTIMATE (LRFD) _ 170 MPH CONNECTOR SCHEDULE AND MANUFACTURER! SPECIFICATIONS, FULLY DRIVEN. b. ALLOWABLE (ASD) = 132 MPH C. ALL SOLE PLATES SHALL BE AS DESCRIBE HERE N AND SHALL MEET THE FOLLOWING: E. WIND EXPOSURE CATEGORY: D a. ALL ANCHOR BOLTS SHALL HAVE 2" "xl/8" PLATE WASHERS UNLESS NOTED OTHERWISE. F. ENCLOSURE CLASSIFICATION: OPEN b. BOLTS SHALL BE LOCATED AT C ORNEFS AND JAMBS AND WITHIN 6" OF EACH END OR JOINT IN PLATE. G. INTERNAL PRESSURE COEFFICIENT: +/-0.00 C. PLATES LESS THAN 20 INCHES I q LENGTH SHALL HAVE ONE ANCHOR INSTALLED IN THE MIDDLE THIRD OF THE PLATE H. WIND-BORNE DEBRIS AREA: YES LENGTH. I. REFER TO DRAWINGS FOR STRUCTURE HEIGHT AND AREA d. SLEEVE ANCHORS AND EXPAN ION At ICHORS ARE NOT PERMITTED AT EXTERIOR WALLS. '. J. STRUCTURAL LOADS AND DESIGN PRESSURES LISTED IN THESE PLANS ARE ALLOWABLE (ASD) UNLESS NOTED OTHERWISE. D. REFER TO THE SOLE PLATE ANCHORAGE SCHEDULE ATTACHMENTS OF PLATE TO CONCRETE OR MASONRY. S. PROJECT REQUIREMENTS: TYPE DIAMETER A. THESE PLANS SHALL REMAIN ON THE PROJECT AT ALL TIMES. Sd COMM N .131" B. THE CONTRACTOR AND SUB -CONTRACTORS SHALL STRICTLY ADHERE TO ALL APPLICABLE CODES DURING THE COURSE OF lOd / N .1" CONSTRUCTION, INCLUDING ALLSTATE, CITY AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL, PLUMBING AND i6d COMMMONN .162 " I FIRE CODES, AS WELL AS ANY APPLICABLE HOMEOWNER ASSOCIATION REQUIREMENTS. C. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL NOTIFY THE DESIGN PROFESSIONAL OF RECORD OF ANY DISCREPANCIES OR CONFLICT WITH APPLICABLE CODES PRIOR TO CONSTRUCTION. D. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES OR THE FAILURE OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS OR THE RELATED CODES. E. THE CONTRACTOR SHALL FULLY REVIEW ALL ITEMS CONTAINED IN THE DRAWINGS AND SHALL COORDINATE ALL DIMENSIONS,' LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, EMBEDS, SLEEVES, ETC. F. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HIRING A DESIGN PROFESSIONAL FOR TEMPORARY SHORING OR LIFTING PROGRAMS.: !, G. NOTES, DETAILS, AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW' GENERAL REQUIREMENTS THROUGHOUT. "TYPICAL" DETAILS SIMPLY REFER TO ALL CONDITIONS TREATED SIMILARLY. CONTRACTOR SHALL MAKE MINOR MODIFICATIONS TO ACCOMMODATE MINOR SIMILAR VARIATIONS... H. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES OR MODIFICATIONS WITHOUT EXPRESSED WRITTEN APPROVAL OF THE ENGINEER OF RECORD IN ADVANCE. SITE WORK: 1. SOIL A. ALL WORK SHALL CONFORM TO THE FINAL GEOTECHNICAL REPORT AND THE FINAL GRADING PLAN ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. B. IF THE SOILS REPORT IS NOT AVAILABLE, SOIL BEARING CAPACITY IS ASSUMED TO BE A MINIMUM OF 1,800 PSF. C. CONTRACTOR SHALL VERIFY COMPACTION REQUIREMENTS PRIOR TO THE EXECUTION OF WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT OF WORK. D. FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL OR COMPACTED FILL, FREE OR ORGANIC MATTER AND COMPACTED TO 95% OF THE MODIFIED PROCTOR, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. E. THE SOILS WITHIN 15 FEET OF THE. PROPOSED BUILDING PAD SHALL BE FREE OF ANY WOOD, VEGETATION. STUMPS, !� CARDBOARD, TRASH, OR OTHER DELETERIOUS MATERIAL. ',.. F. AFTER COMPLETION OF WORK, ALL LOOSE WOOD, CONSTRUCTION DEBRIS, AND ORGANIC MATERIAL SHALL BE REMOVED. FROM WITHIN 16" OF BUILDING PERIMETER.'' }-Lea"''-- `GLni C N t. W c1 ! 0 w U m Z W FI ZI a m \ �I /_ �. W d o U 0 F^rrL r�L/ S Ul z W 7 o t 0 W U B J Q O I: C C m.e \ v L. _a N a . a C3 [f] N LL W o 0 Ln a 0 W NLL w LL L` � L. L9 j � N W C N r m w ��(�('�� YJ- Z Lu a a w Q General Notes a S0 1Ln ' M 0 ! o N O F N 1 21 \ 1 Deck Framing 1 3/8" = 1'-0" PORCH GUARDRAIL BY OTHERS 3/4" = l'-0" 2x6 W/ (2) #12 SCREWS AT EA. POST, OR COMPOSITE RAILING BY OTHERS 4x4 P.T. POST, DO NOT NOTCH ll (2) #8 2.5" SCREWS AT EACH COMPOSITE PLRNK, TYP. JOIST PER FRAMNG PLAN, AND STRAP PER SCHEDULE BEAM PER FRAMING PLAN, AND BOLTS PER SCHIDULE 4x4 P.T. POST N'/ CONNECTORS PER SCHEDULE F91.1] SCOPE OF WORK 1. ADD NEW FREE STANDING DECK AT HEIGHT OF 39" (DECK LEVEL W/ FRONT DOOR) PER LAYOUT AND DETAILS. AO CONNECTOR - SEE SCHEDULE BM-1 BEAM - SEE SCHEDULE C-1 COLUMN - SEE SCHEDULE X 2x4 X-BRACING n Framing Legend -- N.T.S. Connector Schedule Member Type/ Mark Connector Type Connectors Uplift Need d Uplift Provided Comments 2x10 Beam at Front Porch HUS28Z (30) 16d's 300lbs 1 1,500 lbs Simpson or Equal 04 Post to Slab (2) RPBZ's Per Post (1) 3/8"x3" Exp. Anchor & (4) 1/4"x1.75" Screws 500 lbs I 1,500 lbs Simpson or Equal A - BM-1 to C-1 (2) 5/8" Thru-Bolts Bolt, Washer, Nut 400 lbs 800lbs (6) st Column 300 lbs I or Equal C - BM-1 to BM-2 LUS28-2 16d's x 3.5o to Joist 4 16d's x 3.5o to Beam l) 1) 400 lbs 1, 60 lbs Simpson meson or Equal D - BM-2 to C-2 (2) 5/8" Thru-Bolts Bolt, Washer, Nut 400 lbs goo lbs E - Joists to BM-2 and BM-3 HUS: (14)16d's x 3.5" 600 Ibs 1,320 lbs I Simpson or Equal Beam/Column Schedule Mark Beam / Column Size Reinforcement Comment BM-1 Main Beam Supporting Structure (2) 240 Attached to C-1- See Detail See Detail BM-2 Outside Edge Beam (2) 2x10 Attached to Joists - See Detail See Detail BM-3 Inside Edge Beam 2x10 Attached to Joists - See Detail See Detail C-1 Main 6x6 Posts Supporting Structure 6x6 Concreted in Ground w/Rebar - See Detail See Detail C-2 4x4 Railing Support Posts 4x4 Attached to BM-2 - See Detail See Detail STR-1 Stair Stringer 2x1Icut for treads vp•.f. Rick 4 u Ya it HANDRAIL AND GUARDRAIL TO BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 LBS. APPLIED AT ANY POINT IN ANY DIRECTION. HANDRAIL TO EXTEND TO BEGINNING OF FIRST TREAD., 2 ' 3 4 ,I o — TOPRAILSHALLCOMPLY WITH FBC X n REQUIREMENTS FOR HANDRAILS a REJECT PASSAGE (*4"0 SPHERE REJECT PASSAGE OF 43/s"0 SPHERE n REJECT PASSAGE OF 4" o SPHERE REJECT PASSAGE OF 6" a SPHERE 2x12 P.T. SYP STRINGER (ONEi, OF THREE) W/ HANGER PER SCHEDULE COMPOSITE TREADS W/ (2) #9 SCREWS PER STRINGER SEE CONNECTOR SCHEDULE I I I'- I I I) I• � (— I' ( I I I— I I I I —I III ' I( I I' �_� 1=1 I I-1 I I I I I —I I -I I —I I I I I —III —III III —III III —III III=III—III —II I —I L I I I I —I I I=I I —I � I —I I —I I -I I I —I I I=I I I I I I I I I —I I I —I I I I I I- I, —I I —I I I —I I I 3 Stair Section 1 3/4' = 1'-0" Project Number: 19AO75 .V c o e N O2 4 C a N V E E O C N .Q 0 L 0 d Z n a a uJ F-I 0 O N o r14 �• rq a U co r w Q co � R 0 ? ZLLI 2� $ N Q cc O� 3 I O COL 3:12-17 z: 8. 0 J _, I w m o o W � o 0 W N w W N Ln GwSiZ �.. N L9 fV co (D N c u Z, Z W Q C m V z O ='I a �. > yVj Z Z p n O1 Ln Z C.. . '7 ~ r. O "C C ya Cl 0 °4% y 0.� _, m 0 m "�°0, a ,, CCL • 0 c C o L Ln W w L3 m Z w Z b w 0� o ~ , Z CC s E w z ° L c o w m J Q n 0 Q 0 In N LL 1.1 4 iJ. (�. L � o N J LL T q 0 N Z Q ,,L., C O m N ry Z W R ZUJ v Framing Plan, Sections and Schedules S1.1 00 qi 0 — N o 2 OF 2 N .-I