Laserfiche WebLink
OPPOSITE SIDE OF CORRIDOR <br />�. Section <br />Building Type I <br />FOR <br />RIDOR <br />-6 3/4" <br />USS BRG <br />-6 3/8" <br />1 FIN FLR <br />-8 7/8" <br />USS BRG <br />-81/2" <br />D FIN FLR <br />.11" <br />USS BRG <br />-10 5/8" <br />D FIN FLR <br />1 1/8" <br />USS BRG <br />0 <br />3 %JUL#LIVII <br />Building Type 1 3/32" = 1'-0" <br />Section <br />Building Type I <br />UNIT <br />UNIT <br />UNIT <br />UNIT <br />4 <br />A8.01 <br />I <br />41'-6 3/4" <br />TRUSS BRG <br />32'-6 3/8" <br />4TH FIN FLR <br />30'-8 7/8" <br />TRUSS BRG <br />21'-81 /2" <br />3RD FIN FLR <br />19'-11" <br />TRUSS BRG <br />10'-10 5/8" <br />2ND FIN FLR <br />9'-1 1/8" <br />TRUSS BRG <br />0'-0" <br />3/32" = 1'-0" <br />J <br />\\1` W <br />W <br />EA7.1 <br />N <br />-- _ 41'-6 3/4" <br />—- TRUSS BRG <br />© 11 UNIT '�RW-1 <br />6 UNIT <br />A7.11 <br />© II <FW-1"> UNIT <br />"C" IS FOR <br />CORRIDOR <br />I ENTRYI <br />0 SHEET NOTES <br />A REFER TO SHEET A1.03 FOR GENERAL NOTES <br />B REFER TO SHEET A1.04 AND A1,05 FOR CONSTRUCTION ASSEMBLIES <br />C REFER TO SHEETS A5.61 THRU A5.69 FOR UNIT PLANS <br />D REFER TO SHEETS A9.11 AND A9.21 FOR DOOR AND WINDOW <br />SCHEDULES <br />E REFER TO STRUCTURAL DRAWINGS FOR BEARING AND SHEAR WALL <br />LOCATIONS <br />F ALL EXTERIOR WALLS TO BE WW-1, UNO <br />G ALL UNIT TO CORRIDOR WALLS TO BE WW-52, UNO <br />H ALL INTERIOR BEARING / SHEAR WALLS TO BE WW-50, UNO <br />J ALL INTERIOR NON -BEARING / NON -SHEAR WALLS TO BE WW-51, UNO <br />K ALL EXTERIOR TENANT SEPARATION WALLS TO BE WW-9 AND INTERIOR <br />TENANT SEPARATION WALLS TO BE WW-54, UNO <br />L RATED INTERIOR WALLS TO HAVE ALL OPENINGS PROTECTED WITH <br />CONTINUOUS FIRE -RATED GYPSUM BOARD WRAPPED THROUGH <br />OPENING, OR APPROVED FIRE PROTECTIVE, COORDINATE WITH <br />MECHANICAL, ELECTRICAL AND DOOR DETAILS <br />M REFER TO SHEETS A5.10 AND A5.20 FOR ARCHITECTURAL SLAB PLANS <br />WITH GROUND FLOOR SPOT ELEVATIONS, UPPER FLOOR SPOT <br />ELEVATIONS ARE DENOTED FROM TOP OF UNIT GYPSUM TOPPING, <br />REFER TO SECTIONS AND DETAILS <br />N MAINTAIN MAX 2% SLOPE IN ALL DIRECTIONS AT BREEZEWAYS AND <br />LANDINGS, LINO <br />P REFER TO ENLARGED PLAN DETAILS FOR ADDITIONAL WALL TYPES, <br />SLOPES, SPOT ELEVATIONS, ETC. <br />Q ALL FIRE RATED WALLS SHALL BE PROTECTED WITH CONTINUOUS <br />FIRE -RATED GYPSUM BOARD WRAP AROUND ALL SIDES AND AT ALL <br />INTERSECTIONS WITH NON -FIRE RATED WALLS <br />0 KEY PLAN <br />4 <br />1 <br />4 <br />1 <br />0 TYPICAL TRUSS HEEL DIAGRAM <br />U) <br />z <br />0 <br />J <br />W Q <br />W <br />= W ti <br />rn J <br />W <br />= Q� <br />W OW.. <br />11 <br />A7.11 SCALE <br />MIR <br />_ O, 32'-6 3/8" 3/4" =1' 0" <br />4TH FIN FLR <br />V_( <br />10 <br />A7.11 <br />MIR OL 21'-81/2" <br />3RD FIN FLR <br />j. 1 Q'-11" <br />'d,10'-10 <br />3/32" = 1'-0" <br />FORUME <br />ARCHITECTURE & <br />INTERIOR DESIGN, INC. <br />237 S. Westmonte Drive, Suite 220 <br />Altamonte Springs, FL 32714 <br />407.830A 400 <br />AR97193 <br />www.forumarchitecture.com <br />Zephyr <br />Commons <br />Apartments <br />City of Zephyrhills, FL <br />09/19/2022 <br />Karen V McIntyre <br />A rtA/1A 7nA n <br />SET DISTRIBUTIONS: <br />11/24/21 100% DD Set <br />12/23/21 Owner Review Set <br />02/17/22 Permit Set <br />0 SHEET REVISIONS: <br />PROJECT NO. 4097 <br />Building Type I - <br />Building Sections <br />Section <br />Building Type I <br />ENTRY <br />3/32" = 1'-0" <br />A7.01 <br />