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HomeMy WebLinkAbout2535 Georgia Ave 18-3256 (A) NEW BEDROOM ADDITIONI Total Allowable Superimposed Load - Pounds Per Linear Foot U -Precast Lintel (81IX811) U -Precast Lintel (8"X16" composite) Mark o, Nominal Clear San Total Lintel San No Fill N° STEEL Filled (1)#5 A Filled (2)#5 B Fitted (1)#5 T&B C Filled (1)#5T(2)#5B D Filled (2)#5 T & B E - L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 (RS,) L-17 (P,SJ L-18 (PS,) L-19 (P,S,) L-20 (PS,) L-21 (P,SJ L-22 (P,S,) 116,2110' 2'2' 218' 312' 4'0' 416' 5'2' 6'2' 710' 810' 912' 1010" 11'2' 12'0' 12'8' 13'4' 14'0' 1610" 1810' 1818" 2018' 22'8' 3'6'4277FL-2 410' 4'6' 514' 5'10' 6'6' TV 8'4' 9'4' 1016' 11'4'W4 12'6' 13'4' 14'0" 14'8' 15'4" 17'4' 19'4' 20'0' 21'4' 24'0' 6191 4 122 1237 12591 12867 84 8 __8_69F_ 8871 3466 4383 4538 6868 7023 7178 2917 3686 3817 5772 5902 I 6033 2304 2906 3010 4546 4649 1 4753 2045 2577 2669 4028 120 1 4212 122 2167 2245 3382 J460 1 3538 1484 1865 1932 2908---- 2975 3042 1304 1636 1696 2607 2666 1138 1425 1 1476 2215 2267 2319 989 1236 1281 1918 1936 2009 1128 1170 749 1790 1832 807 1004 1042 1554 1591 1628 749 931 933 1438 _14_7T_1507 Q O 708 783 7 ---175-6— 1389 1421 548 760 765 1395 1448 1512 491 687 681 1326 1376 1437 _ 332 521 523 1153 1197 1250 233 406 408 1 0_0 1057 110 208 376 377 0 101/ 1063 186 302 303 880 ---9T3— 954 111237 239 801 Note= (P,SJ represent precast lintels prestressed using (2) 7/16' Diameter Prestressing Strands, (p O GENERAL NOTES. 1. ALL LUMBER TO BE #2 syp EXCEPT STUDS, PLATE, BLOCKING AND WALL USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, 2, EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R-612-1 OF THE FLORIDA RESIDENTIAL BUILDING CODE 2017 EDITION R-612-1 EXTERIOR WINDOWS AND GLASS DOORS R-612-6 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 3, WEATHER PROTECTION: A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR TO HAVE A VAPOR BARRIER INSTALLED BEFORE WALL FINISH IS APPLIED, B.) ALL ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE, ROOF ASSEMBLIES SHALL BE INSTALLLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL PROTECT THE BUILDING AND STRUCTURE. C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE FROM ENTERING THE WALLS AND ROOFS THROUGH COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS WITH PARAPET WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF PLANES. USE METAL FLASHING WITH GALV. G90 26 GA. STEEL AND INSTALL AT WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS, WHEREVER THERE IS A CHANGE IN SLOPE OR DIRECTION AND AROUND ALL ROOF OPENINGS. ALL METAL FLASHING SHALL BE CORROSION RESISTANT AND THICKNESS TO BE NOT LESS THAN DESCRIBED IN FLORIDA BUILDING CODE TABLE R903.2.1 FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. IMPORTANT NOTES 1 -ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN HEATING AND A/C DUCTING PLAN FOR OWNER. 2 --OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL. (IF APPLY) 3-CONTRATOR TO FIE=LD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. 1 a 2500 PSI CONIC, FILL (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE r ILII ljl STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2' LEG EXTENSION PAST BEND, (TYP) 7/32' STIRRUPS AT 44' c -c (TIED OR WELDED) NOTES, 1, MINIMUM COVERAGE OF STEEL - 1,5' 2, MIN, BEARING REQUIRED AT EA, END - 4' U -TYPICAL LINTEL SECTION 7ST PRECAST CONCRETE FLORIDA PRODUCT APPROVAL # FL, 158 -RI W/ 2017 REVISION GENERAL NOTES 1) CODES= 1,1 FLORIDA RESIDENTIAL BUILDING CODE 2017 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98), 13 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10), '2) CONCRETE, 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2,1Z PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 213, CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING MRS 2,3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2,5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3) MASONRY= 3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAU 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2100,1 OF THE 2017 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE) 5) CONTRACTOR, 51 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION 6) CONTRACTOR, 6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE LINTEL IS LESS THAN 8X16 COMPOSITE NOTE= EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH MAY BE USED TO SEPARATE DOORS AND WINDOWS FROM TRANSOM ABOVE, TOP PRECAST TO BE SIZED PER PLAN EXIST, ROOF - EXIST, 1/2" DR`r NEW ATTIC INS 1/2" DR LWNIIIIIIIIIIII1 ITE CONT, @16" o/c T, JC, FLOOR NON BEARING ME WALL SECTION SCALE: 3/4"=I'- Oly GRADE VAI TYR EXIST, CMU WALL SECTION SCALE3/4"=1'-0" I EXIST. CURED TI. BEAM PRESSURE REQUIREMENTS I - z OPEN BLOCK TO ALLOW 2 NEW CELL FILLING - EPDXY DOWEL TO EXISTING PRESSURE REQUIREMENTS BEAM, MIN. 4" EMBEDMENT -"- LAP NEW STEEL 25" @___/— ALL SIZES & CONFIGURATIONS ALL LOCATIONS MIN. POSITIVE PRESSURE OF +51.9 "OPENINGS MAY VARY IN WIDTH" 6 OPEN BLOCK TO ALLOW i DOWEL INSTALATION. CLOSE UP WITH FORM AND FILL CELL TO EXISTING _ BOND BEAM. �- EPDXY DOWEL TO EXISTING W FOOTING, MIN. 4 EMBEDMENT I _j DE U` Z DOWEL = # 5 RE -BAR @ 30" LENGTH MIN. EPDXY = SIMPSON "SET" OR EQ. HIGH W STRENGTH EPDXY, RETRG-FIT CELL DETAIL GENERAL NOTES. 1. ALL LUMBER TO BE #2 syp EXCEPT STUDS, PLATE, BLOCKING AND WALL USE #2 SPF MAX. M.C. OF 19% EXTERIOR LUMBER AND LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, 2, EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R-612-1 OF THE FLORIDA RESIDENTIAL BUILDING CODE 2017 EDITION R-612-1 EXTERIOR WINDOWS AND GLASS DOORS R-612-6 TESTING AND LABELING. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDANT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: WINDOWS-ANSI/AAMA/NWWDA 101/IS2 2/97 3, WEATHER PROTECTION: A.) ALL FRAMED CONSTRUCTION EXPOSED TO EXTERIOR TO HAVE A VAPOR BARRIER INSTALLED BEFORE WALL FINISH IS APPLIED, B.) ALL ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE, ROOF ASSEMBLIES SHALL BE INSTALLLED IN ACCORDANCE WITH THIS CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL PROTECT THE BUILDING AND STRUCTURE. C.) FLASHING TO BE INSTALLED TO PREVENT MOISTURE FROM ENTERING THE WALLS AND ROOFS THROUGH COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS WITH PARAPET WALLS OR OTHER PENETRATIONS THROUGH ALL ROOF PLANES. USE METAL FLASHING WITH GALV. G90 26 GA. STEEL AND INSTALL AT WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS, AND AT INTERSECTIONS, WHEREVER THERE IS A CHANGE IN SLOPE OR DIRECTION AND AROUND ALL ROOF OPENINGS. ALL METAL FLASHING SHALL BE CORROSION RESISTANT AND THICKNESS TO BE NOT LESS THAN DESCRIBED IN FLORIDA BUILDING CODE TABLE R903.2.1 FLASHING NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. IMPORTANT NOTES 1 -ENERGY CALCULATIONS TO BE PERFORMED BY AN AIR CONDITIONING COMPANY PRIOR TO SUBMITTING PLANS TO CITY/COUNTY FOR REVIEW. AIR CONDITION COMPANY IS ALSO TO DESIGN HEATING AND A/C DUCTING PLAN FOR OWNER. 2 --OWNER TO SUPPLY WINDOW & DOOR MANUFACTURED SPECIFICATIONS FOR CITY/COUNTY WITH PLANS SUBMITTAL FOR FLORIDA BUILDING CODE APPROVAL. (IF APPLY) 3-CONTRATOR TO FIE=LD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. THESE PLANS WERE DEVELOPED FROM FIELD MEASUREMENTS OF HOME AND VARY SLIGHTLY. 1 a 2500 PSI CONIC, FILL (CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT AND TIE BEAM ABOVE r ILII ljl STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2' LEG EXTENSION PAST BEND, (TYP) 7/32' STIRRUPS AT 44' c -c (TIED OR WELDED) NOTES, 1, MINIMUM COVERAGE OF STEEL - 1,5' 2, MIN, BEARING REQUIRED AT EA, END - 4' U -TYPICAL LINTEL SECTION 7ST PRECAST CONCRETE FLORIDA PRODUCT APPROVAL # FL, 158 -RI W/ 2017 REVISION GENERAL NOTES 1) CODES= 1,1 FLORIDA RESIDENTIAL BUILDING CODE 2017 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98), 13 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10), '2) CONCRETE, 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2,1Z PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 213, CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING MRS 2,3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315, 2,5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS, 3) MASONRY= 3,1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530. 3.2 MINIMUM MASONRY UNIT STRENGTH: f'm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAU 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8' (WITH A MINIMUM ACCEPTABLE BEARING OF 4' PER SECTION 2100,1 OF THE 2017 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE) 5) CONTRACTOR, 51 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION 6) CONTRACTOR, 6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE LINTEL IS LESS THAN 8X16 COMPOSITE NOTE= EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH MAY BE USED TO SEPARATE DOORS AND WINDOWS FROM TRANSOM ABOVE, TOP PRECAST TO BE SIZED PER PLAN EXIST, ROOF - EXIST, 1/2" DR`r NEW ATTIC INS 1/2" DR LWNIIIIIIIIIIII1 ITE CONT, @16" o/c T, JC, FLOOR NON BEARING ME WALL SECTION SCALE: 3/4"=I'- Oly GRADE VAI TYR EXIST, CMU WALL SECTION SCALE3/4"=1'-0" I,I� — MD , SID _- --- E. EXISTING HOUSE BATH SD BOX FOR FAN W/LIGHT NEW BEDROOM UNDER EXIST. AREA _ • _ i CL CL, ELECTRICAL PLAN REVISIONS PRESSURE REQUIREMENTS I - z POSITIVE PRESSURE OF +51.9 p.s.f. 2 p.s.f. DOOR DESIGN I,I� — MD , SID _- --- E. EXISTING HOUSE BATH SD BOX FOR FAN W/LIGHT NEW BEDROOM UNDER EXIST. AREA _ • _ i CL CL, ELECTRICAL PLAN ELECTRICAL NOTES 1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES). 2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER RESISTANT RECEPTACLES, 3. ALL SMOKE DETECTORS HAVE BATTERY BACK-UP AND ARE INTERCONNECTED SO THAT IN THE THAT IN THE EVENT ONE IS - ACTIVATED, ALL ARE ACTIVATED. ELECTRICAL LEGEND � 110 V, DUPLEX OUTLET 18' A,F.F, 4=-- 110 V. G,FA. DUPLEX OUTLET 40' A.F.F. ja 110 V. G,F.L DUPLEX OUTLET 40' A.F.F. �- SWITH 42' A,F,F, CEILING LIGHT WALL MOUNTED LIGHT (9 SMOKE DETECTOR ® EXHAUST FAN FENESTRATION PRESSURE CRITERIA: WINDOW DESIGN REVISIONS PRESSURE REQUIREMENTS 1 11-06-18 POSITIVE PRESSURE OF +51.9 p.s.f. 2 p.s.f. DOOR DESIGN 3 PRESSURE REQUIREMENTS WITH 6th. EDITION FLORIDA BUILDING CODE 2017 1/4 =1 ' —0" 4 W ALL SIZES & CONFIGURATIONS 5 POSITIVE PRESSURE OF +51.9 p.s.f. 6 p,s,f. i 7 BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 8 0- 9 W W © 10 _j DE U` Z _0 N 00 W - I II N7 00 oo LL] 00 Z ry z Q O C0 0 L w W W LL_ w bi O t-) z w� I - Z U d D ELECTRICAL NOTES 1. ALL NEW RECEPTACLES LIGHTING AND SAFETY PROTECTION DEVICES (i.e. SD, CMD) SHALL BE ON CIRCUITRY PROTECTED BY A U.L. LISTED ARC -FAULT CIRCUIT INTERRUPTER (EXCEPT IN LAUNDRY, KITCHEN, BATHS, GARAGE AND PORCHES). 2. ALL RECEPTACLES SHALL BE A U.L. LISTED TAMPER RESISTANT AND ALL GFIC RECEPTACLES SHALL ALSO BE WEATHER RESISTANT RECEPTACLES, 3. ALL SMOKE DETECTORS HAVE BATTERY BACK-UP AND ARE INTERCONNECTED SO THAT IN THE THAT IN THE EVENT ONE IS - ACTIVATED, ALL ARE ACTIVATED. ELECTRICAL LEGEND � 110 V, DUPLEX OUTLET 18' A,F.F, 4=-- 110 V. G,FA. DUPLEX OUTLET 40' A.F.F. ja 110 V. G,F.L DUPLEX OUTLET 40' A.F.F. �- SWITH 42' A,F,F, CEILING LIGHT WALL MOUNTED LIGHT (9 SMOKE DETECTOR ® EXHAUST FAN FENESTRATION PRESSURE CRITERIA: WINDOW DESIGN PRESSURE REQUIREMENTS ALL SIZES & CONFIGURATIONS POSITIVE PRESSURE OF +51.9 p.s.f. NEGATIVE PRESSURE OF —69.4 p.s.f. DOOR DESIGN 06¢�>� PRESSURE REQUIREMENTS WITH 6th. EDITION FLORIDA BUILDING CODE 2017 1/4 =1 ' —0" ENTRY DOORS : W ALL SIZES & CONFIGURATIONS CRITERIA AND ASCE 7-10 TO THE BEST OF MY KNOWLEDGE POSITIVE PRESSURE OF +51.9 p.s.f. NEGATIVE PRESSURE OF —69.4 p,s,f. ON < GUARD & HANDRAILS: REVISED: K) GUARD & HANDRAILS = 200 PSF W Z� r- 06¢�>� WITH 6th. EDITION FLORIDA BUILDING CODE 2017 1/4 =1 ' —0" W CRITERIA AND ASCE 7-10 TO THE BEST OF MY KNOWLEDGE U rte-. SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE 07-09-18 i REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS W 0- bi W W © C7 V) LO _j DE U` Z _0 N 00 W - I II N7 00 oo LL] C5 Z ry z Q O N N Lo Ln r�7 r0 L _j V) LL_ w bi O t-) z w� I - Z U d D (p O z :E ON < GUARD & HANDRAILS: REVISED: K) GUARD & HANDRAILS = 200 PSF W Z� r- 06¢�>� WITH 6th. EDITION FLORIDA BUILDING CODE 2017 1/4 =1 ' —0" RESIDENTIAL AND EXISTING BOOKS, SECTION R301 DESIGN CRITERIA AND ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT DATE: SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE 07-09-18 i REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS ® EJ LD 0 Q O � r X W 7LU D LL] rYU-) ry W L w z I— c.� w O D' CL O� E �d , 00 0 UIQ LoM-o U I co «� ©� X00 �-W U -j BUILDING CRITERIA: 0 o a E CONSTRUCTION TYPE- V -B c - O WIND SPEED = 139 MPH (3 SEC. GUST) j RISK CATEGORY = II WIND EXPOSURE = CATEGORY C ZLd t9\ INTERNAL PRESSURE COEFF = 18 # 2 6 g COMPONENTS AND CLADDING v) ROOF= +32 3 / -63.1 W WALL= +35 3 / -47 2 FLOOR LIVE LOAD = 40 PSF ROOF LIVE LOAD = 20 PSF SAW1'0Pr) DRAWN: N.A.ATTIC UNINHABITABLE' A WITHOUT STORAGE = 10 PSF 6 WITH STORAGE = 20 PSF GUARD & HANDRAILS: REVISED: I/ K. E. GUARD & HANDRAILS = 200 PSF INFILL COMPONENTS = 50 PSF NOTE: THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE SCALE: WITH 6th. EDITION FLORIDA BUILDING CODE 2017 1/4 =1 ' —0" RESIDENTIAL AND EXISTING BOOKS, SECTION R301 DESIGN CRITERIA AND ASCE 7-10 TO THE BEST OF MY KNOWLEDGE THESE CONTRACT DOCUMENTS PREPARED UNDER MY DIRECT DATE: SUPERVISION, COMPLY WITH THE APPLICABLE MINIMUM CODE 07-09-18 i REQUIREMENTS AND THE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH CHAPTERS 553 AND 633 OF THE FLORIDA STATUTES SHEET I 2of2