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GUTHERMAN STRUCTURAL INC. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS FL 32714 P:407-701.0875 LIC.#28863 �®n V �■ i :MISTRUCTURAL ESTRUCTURE REVISIONS HAVE BEEN MADE TO THIS TO THE CHANGE TO A WOOD FRAME AND ENCLOSING THE CORRIDORS. 1 FOUNDATION PLAN NQTES: 1. TOP OF SLAB ELEVATION = 0'-0". THIS IS FOR REFERENCE ONLY SEE CIVIL FOR TRUE NGVD ELEVATION. 2. THE FOUNDATION/ SLAB SYSTEM SHALL BE A POST —TENSIONED FOUNDATION/ SLAB SYSTEM DESIGNED BY A SPECIALTY ENGINEER. MINIMUM REQUIREMENTS: A EXTERIOR FOUNDATION GRADE BEAMS SHALL BEAR 1,-0" BELOW FINISHED GRADE AND PROJECT UP ABOVE GRADE 8". B MINIMUM WIDTH OF FOUNDATIONS SHALL BE 1'-0'. C MINIMUM THICKNESS OF INTERIOR THICKENED SLABS SHALL BE 1'-0". D CONCRETE SLABS —ON —GRADE SHALL BE 4" ON 10 MIL VAPOR BARRIER ON COMPACTED, TREATED SUB —SOIL, TYPICAL. E ELEVATOR FOUNDATION AND PIT TO BE DESIGNED BY THE SPECIALTY ENGINEER. A TYPICAL ELEVATOR PIT SECTION HAS BEEN PROVIDED FOR YOUR REFERENCE ONLY. THE THICK HIDDEN LINES INDICATE THE LOCATION OF THICKENED FOUNDATION/SLAB UNDER LOAD BEARING WALLS. THE SPECIALTY ENGINEER SHALL DESIGN THE WIDTH, DEPTH AND REINFORCEMENT REQUIRED TO SUPPORT THE DESIGN LOADS AND LOAD COMBINATIONS. SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT LOCATION. CONTROL JOINTS ARE NOT REQUIRED IN POST —TENSIONED SLABS. SEE POST —TENSION ENGINEER'S DRAWINGS FOR CONSTRUCTION JOINT DETAIL. 3. VERIFY STEPS AND SLOPES WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION, 4. EXTERIOR STUD WALLS AND CORRIDOR WALLS SHALL BE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. AT INTERIOR 6" (NOMINAL) BEARING WALLS PROVIDE 2x6 STUDS AT 16" O.C. WHERE SANITARY SEWER PLUMBING PIPES RUN IN WALLS PROVIDE AN ADDITIONAL 2x6 STUD EACH SIDE OF PIPE. INTERIOR LOAD BEARING WALLS SHALL BE AS INDICATED BELOW: UNITS A3, C1 AND C2 4" (NOMINAL WALLS), NOT INCLUDING TENANT SEPARATION WALLS: 1st FLOOR = 44 [or (2) 2x4] SPACED AT 12" O.C. ® 2nd FLOOR = 3x4 [or (2).2x4] SPACED AT 12" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. ALL OTHER 4" (NOMINAL WALLS): 1st & 2nd FLOOR = 3x4 [or (2) 2x4] SPACED AT 16" O.C. 3rd & 4th FLOOR = 2x4 SPACED AT 16" O.C. NAIL DOUBLE 2x4 STUDS TOGETHER WITH 10d NAILS AT 12" O.C., STAGGERED, EACH FACE. OFFSET OPPOSITE SIDE NAILING BY 6". MAINTAIN AN END DISTANCE OF 232" AND AN EDGE DISTANCE OF 1". SEE WOOD SECTION IN GENERAL NOTES FOR TYPICAL FRAMING INFORMATION. WHERE WALLS SUPPORT GIRDER TRUSSES (GT) PROVIDE (3) STUDS AT 1ST AND 2ND FLOOR AND (2) STUDS AT 3RD AND 4TH WALLS. PROVIDE SOLID 199'-8" BLOCKING IN TRUSS SPACE. 8'-8" 24'-8" 23'-4" 13'-0" 36'-4" 11'-7y4" 24'-11" 12'-4" 1V-4" 18'-8" 4'-4" 10'-4" 8'-9y4" 5. SW—# INDICATES SHEAR WALL TYPE. SHADING INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE ON SHEET S3.02 FOR REQUIREMENTS. SEE TYPICAL ELEVATION AND DETAILS ON SHEET S3.02 FOR ADDITIONAL INFORMATION. r o isi 6. ® INDICATES 8" (NOMINAL) MASONRY WALLS. REINFORCE WALLS WITH ao�0 #5 VERTICAL BARS AT 48" O.C. PLACE AN ADDITIONAL #5 VERTICAL WALL S3.01 NOFNFORCING OPENINGS.ROD AT ENDS OF GROUT CELLS SOLIIDLWITH 3000 PSG WALLS ROUT MIX DTOTEACH TOP OFSIDE r _ WALL. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED 1 �� ! "� -' _— d _ s3.o1 i HORIZONTAL LATERAL REINFORCING SPACED AT 16" O.C. VERTICALLY. EXTEND L ___®_ __..______ 3 i REINFORCING 6" INTO POURED ELEMENTS. -- ___ ! N SW-1 — — — r I I i° I I I I r-------------1 t 1 7. SEE THE ARCHITECTURAL DRAWINGS FOR LOCATION OF WOOD STUD WALLS, L-------, r --®_ NON —LOAD BEARING PARTi110NS AND DIMENSIONS NOT GIVEN. SEE THE i� r•-----, f I I I I NS 3.o1 r GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. I3 1 1 31 1 11 1 �I 1 I I� I cn N I 8. SEE MECHANICAL ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR LOCATION 1 1 11 j I` 1 1 1 I 1 NI 1 I 1 OF PVC SLEEVES, PLUMBING FIXTURES (SINKS TOILETS AND TUBS) ELECTRICAL to ,�,1 1 t 1! Lnl I I I 1 I I`o s3.o1 I � ; I .I \ $ ° �._ ! 1 I� I _.1 �I I �I > s 01 1 I RUNS AND DUCT WORK. COORDINATE WITH H�VAC CONTRACTOR. 1 I Nt - I r i 1 1 _- _- --1 1 t 31 L 1� „ I Is I II 9. PROVIDE A STEPPED FOUNDATION WHERE INDICATED. SEE TYPICAL STEPPED t t 1 IN FOOTING DETAIL ON SHEET S3.01. A. H 3 I t _.. I I., _t 1 10-4 _. s3.o1 I Y 10. SEE TYPICAL BUILT—UP WOOD STUD COLUMN DETAIL FOR FRAMING OF L - t n'1 I in I t t I ( `4 la, I- - t .,1 I I, t 1 I 1 1I BREEZEWAY AND BALCONY COLUMNS, SHEET S3.01. ,,. 1 t 1 I I 19'-1 i' 7 11 1 1 I 1 I 1 I 1 I 1 I 1 I 1 1 1 4 s3.o1 11. CLUBHOUSE AND PUMP ROOM: .;.._-- L— _— L�._— _ ---� L >`,_'--«_--� L__�___— L— --J H (6") N INTERIOR LOAD BEARING STUD WALLS J t —_— L___—; — _�___—� L__—_.o___—_—.�.r-J`4 ,..—__—� L__1 _—_�._� NOMINAL EXTERIOR AND SIX INC I ___ SHALLBE 2x6 STUDS SPACED AT 16" O.C., UNLESS NOTED OTHERWISE. FOUR 3 11 r_ N SW-3 SW-3 SW-3 SW-3 SW-3 SW-3 �.® _ INCH (4") NOMINAL INTERIOR LOAD BEARING WALLS SHALL BE 2x4 SPACED AT 1111 134'-0" 8'-0' 29'-5" I I 12 O.C. > SW-3 I W-3 SW-3 SW-3 SW-3 SW-3 1 1 1D ** DIMENSIONS NOTED ARE TO THE OUTSIDE OF FRAMING. SEE TYPICAL SLAB EDGE DETAIL ON SHEET S3.01 AND VERIFY WITH ARCHITECTURAL DOCUMENTS. — SW —3 SW-3 I 1 I 1 1 11 1 1 I l I 1 z I 1 --_ ---- - -� �—__--"------� r � K 24'-8" mmu"s • ! - SCALE: 3/32" = 1'-0" 11'-8" 24'-8" 11,-8" 24'-8%" a! M 12'-4" I 30'-0" NOTE 10, TYPICAL I 1 I I r-----------—rir--------:---- s I M I LO -4" KEY PLAN ARCHITECTURE & INTERIOR DESIGN, INC. R.aNnIING I CIE I MMaM DESIGN 745 orients avenue, suite 1121 altamonte springs, fI 32701 phone: 407.830.1400 fax: 407.830.4143 AA0002731 www.forumarchitecture.com BENEFICIAL COMMUNITIES 3550 S. Tamiami Trail Suite 301 Sarasota, FL 34239 N ummerse°t C o N 0 Aw%artments 0 E L 0 o Zephyrhills, FL A 09/09(2015 L MAS ��lll ,� E Fd L No. 43 ` C — Q , vi ;�".` ' STA .F 3 a L 9^ C 0 William Thomas Domanski, P.E. 0 FL. REG. #76843 0 SET DISTRIBUTIONS: 0 SHEET REVISIONS: EDITED BY: JG I PROJECT NO. 14-2984 1