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39216 Village Chase Apt 6035
PLANS FOR THE RESTORATION OF ERE DAMAGE TO No. I Revision/Issue I Date OCCUPANCY: NUMBER OF STORIES: CONSTRUCTION TYPE: FIRE SUPPRESSION: CEILING HEIGHTS: TOTAL HEIGHT: SETBACKS: AREA/HEIGHT: CONSTRUCTION COMPLIANCE DESCRIPTION R2 — RESIDENTIAL (REQUIRED REPAIRS DO NOT CHANGE OCCUPANCY CLASSI) SQUARE FOOTAGE: EA. UNIT HAS 800 SQ. FT. OCCUPANT LOAD: 4 PEOPLE (PER UNIT) 1 V UNPROTECTED UN—SPRINKLERED 8'-0" TO 12'-0" (VAULT) 16'-10" FROM LOWEST FF TO TOP OF RIDGE (BUILDING COMPLIES WITH 2O10 FBC TABLE 503) (BUILDING COMPLIES WITH 2O10 FBC TABLE 503) EGRESS REQUIREMENTS EGRESS REQUIREMENTS (RESIDENTIAL): 4 PERSONS PER UNIT OCCUPANT LOAD = 1 /200 SQ. FT. EGRESS TRAVEL / WIDTH: MAXIMUM TRAVEL TO EXIT = 175-0" MINIMUM EXIT DOOR WIDTH = 3'-0" MINIMUM STAIR WIDTH = 3'-0" LEVEL OF REPAIRS 1. THE BUILDING HAS NOT SUFFERED SUBSTANTIAL STRUCTURAL DAMAGE. 2. REPAIRS CONSTITUTE A LVL II ALTERATION. FIRE RATING REQUIREMENTS ���►I1►����IJ1:L'r�[�P►��i�l1�� 8" WOOD FRAME BELOW ATTIC GA WP3370 1 HOUR MINIMUM PROTECTION SEE DETAIL A/C1.0 1 1 /2" WOOD TRUSS IN ATTIC GA WP3640 1 HOUR MINIMUM PROTECTION SEE DETAIL B/C1.0 VILLAGE WALK 39216 VLLAGE CHASE Z_D __S, 33540 WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3370 GENERIC 1 HOUR 45 to 49 STC FIRE SOUND GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD -HEARING) Thickness: 9 1/2" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated 1 HOUR WALL TENANT SEPARATION ASSEMBLY GA WP3370 N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3640 GENERIC 1 HOUR FIRE GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of either 2 x 3 or 2 x 4 wood studs, turned flatwise, 24" o.c. with 6d cement -coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. (NLB) Thickness: 2 7/8" Approx. Weight: 7 psf Fire Test: UL, 9-12-96, UL Design U338 1 HOUR ATTIC TENANT SEPARATION ASSEMBLY GA WP3640 N.T.S. REVIEW DATE �' f S �3._. CITY OF ZEPHYRHILL'';. > PLANS EXAMINER--' CO O Cl2 00 LO cc LO C\2 ' co � h0 Q.� O 00 - CO � (� co Ococo . r-I �coC cc I o 0M O ®❑ ©THESE dUWNIS ME THE WaSM OF RMaA SIRIMRAL aN MNS, MC ANY HEPROV MON CR IMAMIaI@D USE IS MHUTEM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIM TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with theFlorida BuildingCode section 1609 for 137 mph, 3 second y.,,•,;<,,.,,;: <;::.:<.::::....::.: �........... �y ITH ALL Ct� �t PLY gust, wend zone. 2010 Ed. : .. r� C�1 HAL S ALL �,,,;�,?IL.L�I.T1 C0Dh' rLo �. :-i D This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of I IfVNILING C 0 A �'� the 2010 edition of the Florida Building Code are UNIT 6035 & 6037 SCOPE OF STRUCTURAL REPAIRS: f�.TIONALELECT� (�I�r A� changed. REMOVE &REPLACE WINDOWS &DOORS PER DEMOLITION PLAN SHEET A2). ..,:.::::.,::..o-::•.o?:>:;:I+tlarl:.,>,..<:>.>,ttper,.vn.,>tr>i+.+s>:F,�y>r,r....�..,:,•<„r....:.. ..... .. ........ .. ....... ..: .. :,:,.:.« ,...o,..,�jo. .: `. '^ v::.::.:::::�:.�:::i)?%::::::�::#£::::::r.:.r:br>:�:,:.:: •; ..y:.xas:o:ea;»»•: •, •, tt: :t:,... t,::........:.... .... , .: „ �:.,,,....... ��:...:. - L(;�T (331. This drawing sealed for the structural i 's signed and 2. REMOVE &REPLACE DAMAGED HEADER ABOVE NEW WINDOWS &DOORS PER FLOOR PLAN SHEET:A3. ( ) .. .��::.., �.",::. ,\`� � ;, ^\ •� \^ ^ :ti �"\ � portions of the drawing only. Architectural electrical, or mechanical details, if shown, are for nl o y and are not covered under 3. REMOVE &REPLACE DAMAGED WALLS PER DEMOLITION PLAN (SHEET A2). - this sealference 4. REMOVE & REPLACE INTERIOR FINISHES THROUGHOUT. s ::.:. .::: ..: `� >` ..... .... REMAINING REMAINING UNITS SCOPE OF STRUCTURAL REPAIRS: 1. UNDAMAGED INTERIOR & EXTERIOR WALLS OF UNITS TO REMAIN. UNIT 6035 & 6037 SCOPE OF ROOF REPAIRS: 1. REMOVE & REPLACE DAMAGED ALL TRUSSES PER ROOF FRAMING PLAN (SHEET A5). 2. REMOVE & REPLACE DAMAGED ROOF SHEATHING OVER DAMAGED TRUSSES. 3. REMOVE & REPLACE DAMAGED ASPHALT SHINGLES OVER DAMAGED TRUSSES. REMAINING UNITS SCOPE OF ROOF REPAIRS: 1. UNDAMAGED UNDAMAGED ROOF SYSTEM TO REMAIN. BUILDING SCOPE OF FOUNDATION REPAIRS: 1. EXISTING CONTINUOUS CONCRETE FOUNDATION & SLAB ON GRADE ARE UNDAMAGED & TO REMAIN IN PLACE. ,, I FRONT ELEVATION N.T.S. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS C10 1 i6C No. Revision/Issue Date a 130'-6" 87'-0" 43'-6" 21'-9" 1 21'-9" 21'-9" 1 21'-9" 21'-9" 21'-9" O O co C �+ O di Ci2 00 LO � � Q� O 00 • '--j z W o 0)o N fI--q ..� w �--� o C a Cd i UNIT 6035 UNIT 6037 _ (fl `n N C''J Lo I I >o p o -D .���� 0 00 C75 a) W o r� oo E-1 0.1 O -Z 0 0 0 �0 0 0 I I I I I I LO in in in in in Q Q Q a I SD D 6'-0" 10'-9" 5'-0" 5'-0" 10'-9" 6'-0" 6'-0" 10'-9" 5-0" 5'-0" 10'-9" 6'-0" 6'-0" 10'-9" 5'-0" 5'-0" 21 —9 21 —9 21 —9 21 —9 21 —9 21 —9 © N � R UNAVROM � �KW- lo PROMM 43'-6" CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida BUILDING PLAN Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) SCALE: 1 /8" = 1'-0" This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: EXISTING UNDAMAGED UNITS TO REMAIN. VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: \\ 11 iS t OV //r/ IN g' `• Fti� F A OF .,. )p.2 pil�'•.FiOR�'" IA "Il/11I 1 I M", __ - _ _ - _ i _� . J - _ _ - _ - _L_ _ 1 . i._,_ 3! .1,.. 1 IL. _ _.. __ _.. __ _ J-- _I 1 _ I- i I.. No. Revision/Issue Date 43'-6" 1 6'-0" 1 10'-9" 5'-0" 5'-0" 1 10'-9" 1 6'-0" 1. 21'-9" 43'-6" DEMOLITION PLAN SCALE: 1 /4" = 1'-0" 21'-9" DEMOLITION PLAN NOTES: 1. DAMAGED WINDOW/DOOR TO BE REMOVED & REPLACED. SEE WINDOW/DOOR SCHEDULE ON SHEET A3 FOR DETAILS. 2. DAMAGED TENANT SEPARATION. SEE DETAIL A/C1 FOR INSTALLATION DETAILS. 3. REMOVE & REPLACED DAMAGED 5/8" TYPE X GYPSUM FROM FRONT TO BACK OF UNIT, SEE DETAIL C/S2. 4. EXISTING UNDAMAGED COLUMNS TO REMAIN 5. DAMAGED (2) 2"x12" BEAM TO BE REMOVED & REPLACED, SEE SHEET A3.0 FOR REPAIR INFO. NOTE: • REMOVE INTERIOR 4" WIDE FRAME WALLS THROUGHOUT, SEE FLOOR PLAN ON A3.0 FOR REPLACEMENT INFO. • REPLACE INTERIOR DOORS THROUGHOUT, SEE SCHEDULE ON FLOOR PLAN FOR REPLACEMENT & SIZING INFO. • REPLACE INTERIOR FINISHES THROUGHOUT. = EXISTING UNDAMAGED UNITS TO REMAIN. WALL LEGEN = DAMAGED 4" WIDE EXTERIOR FRAME WALL W/ EXTERIOR SIDING TO BE REMOVED & REPLACED = EXISTING UNDAMAGED EXTERIOR 4" WIDE WALL W/ EXTERIOR SIDING TO REMAIN IN PLACE DAMAGED 8" TENANT SEPARATION WALL TO BE REMOVED & REPLACED. SEE DETAIL C/S2 FOR INFO = EXISTING UNDAMAGED 8" TENANT SEPARATION WALL TO REMAIN IN PLACE. SEE DETAIL C/S2 FOR INFO. DAMAGED 8" WIDE EXTERIOR WALL I (COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK SEE DETAIL E/S1 FOR INFO) TO REMAIN BE REMOVED & REPLACED EXISTING UNDAMAGED 8" WIDE EXTERIOR WALL (COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK SEE DETAIL E/S1 FOR INFO) TO REMAIN IN PLACE AS IS Co t.- C.0 C\2 CO O co 0 4tz ' co � � � O co co �� r�•�O �I �; N I O b.0 �� > cc Z O •�O O U WE-1-1 11' O OC NM URAWW ARE IIE P MUM ff RMUA SMCNR& MGKMNU. MC. ANY IFPROUII M OR LMM1WOM UK 15 MOM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, EL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: '0o\1111111/o// �`\w �clis Loy 2,0 g OE OF i�.. ..k\ No. Revision/Issue Date A COLI AI T CLI IAI r;i CC TVO ROOF PLAN SCALE: 1 /4" = 1'-0" ROOF PLAN NOTES: • REMOVE & REPLACE ROOF SHEATHING ABOVE UNITS 6035 & 6037, SEE DETAIL E/S1 • REMOVE & REPLACE ROOF ASPHALT SHINGLES ABOVE UNITS 6035 & 6037, SEE DETAIL E/S1 NOTE: FLORIDA STRUCTURAL ENGINEERING, INC. IS NOT RESPONSIBLE FOR ANY DIMENSIONS, ROOF PITCHES, VAULT PITCHES, TRAY LOCATIONS OR CEILING HEIGHTS. TRUSS COMPANY REQUIRED TO FIELD VERIFY ALL DIMENSIONS, TRAY LOCATIONS, EXISTING GIRDER LOCATIONS, SOFFITS, OVERHANGS, ROOF PITCHES, RIDGE LINES AND BEARING CONDITIONS PRIOR TO CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING, INC IS NOT RESPONSIBLE FOR ANY FLASHING OR WATERPROOFING DETAILS. ....................... . E e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. R' co E- co gz� Ci2 00 CT'J L z4tz ' CIO Q � O00 CIO CD aw Q) COco N � r C0 O bL �1 �T > 0 GC5 Q) Z G� N Cd4 I~ E-q Q-i -t� O OC THESE DRAVAGS ARE THE WagITY OF FLMU SMCM& EIIOEMGN NG ANY IEPRO =110N CR LMNA i M USE IS PMMM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS Sheet: A-4,0 "f1111III1.1%1"' No. Revision Zissue Date ROOF FRAMING PLAN NOTES: 1. DAMAGED TENANT ATTIC SEPARATION TO BE REMOVED AND REPLACED, SEE DETAIL C/S2 FOR INFO. ALIGN OVER TENANT SEPARATION WALL. 2. DAMAGED PRE—ENGINEERED WOOD TRUSSES © 24" O.C. MAX TO BE REMOVED & REPLACED ABOVE ENTIRE UNIT. TYP. W/ (1) HTS20 @ EA. BEARING LOCATION 3. SEE DETAIL A/S2 FOR GABLE BRACING INFO. NOTE: FLORIDA STRUCTURAL ENGINEERING, INC. IS NOT RESPONSIBLE FOR ANY DIMENSIONS, ROOF PITCHES, VAULT PITCHES, TRAY LOCATIONS OR CEILING HEIGHTS. TRUSS COMPANY REQUIRED TO FIELD VERIFY ALL DIMENSIONS, TRAY LOCATIONS, EXISTING GIRDER LOCATIONS, SOFFITS, OVERHANGS, ROOF PITCHES, RIDGE LINES AND BEARING CONDITIONS PRIOR TO CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING, INC IS NOT RESPONSIBLE FOR ANY FLASHING OR WATERPROOFING DETAILS. ROOF PLAN SCALE: 1/4" = 1'-0" co O C\2 0 LO LO Q) O 00 C\2 CO d� cd O U � w w �Q) O aw N C t� co 1 O C/-D 0 cc N Z N • � tx O PLI r O � 'b U O E-1 A-4 O ©iHFg ORAMM AIE 7W PRWOM OF RMU SIR MRAL d16 60K W_ ANY RaRMTON OR UNAUM M UZ IS Monk TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY J. FLORIDA STRUCTURAL ENGINEERING IS NOT FOR ANY DIMENSIONS. RIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED NGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES Y. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: - ARROW INDICATES LONG DIR. OF PLYWD. OUT LOOKERS ® 24" O.C. GABLE END TRUSS (WEBS REMOVED FOR CLARITY) X = 10d COMMONS OR 8d RING SAHNK ® 4 O.C. ON EACH SHEET OF PLYWOOD 0 = 10d COMMONS OR 8d RING SHANK 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 10d COMMONS OR 8d RING SHANK ® 8" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHED./GABLE SCALE: N.T.S. ROOF EDGE 0 = 8d ® 6" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHED./HIP O O o� o (D �c> O O RIDGE 0 0 Ld �Q_16/ 0 4'-01' 0 I C) C1 ----- -----� o o 0 Ln ROOF SHEATHING NAILING PATTERN NOT TO SCALE ZONE (D Structura Notes NAILING PATTERN 8d RING -SHANK NAILS @ 6" O.C. ® EDGES & 12" O.C. INTERMEDIATE 8d RING -SHANK NAILS ® 6" O.C. ® EDGES & 12" O.C. INTERMEDIATE 8d RING -SHANK NAILS ® 6" O.C. ® EDGES & 6" O.C. INTERMEDIATE 1.) DESIGN CRITERIA: 1.1 Dwelling floors - 40 PSF live load. 1.2 Balconies -60 PSF live load. 1.3 Walkways - 80 PSF Live load. 1.4 Roof - 30 PSF live load. 17 PSF (7 PSF T/C & 10 PSF B/C) dead load for shingle roofs: 25 PSF(15 PSF T/C & 10 PSF B/C) dead load for concrete tile roofs. 1.5 Wind -137 MPH, per FBC unless noted otherwise. 1.6 Net uplift dead loads 10 PSF Shingle 15 PSF tile. 1.7 Building Risk Catogory - II 1.8 Wind Exposure - B 1.9 Internal Wind Pressure Coefficient (GCpi) - +/-0.18 1.10 Flood Zone Classification - X 1.11 Design conducted under the assumption that the building acts as an unprotected, enclosed structure. Design uses ASCE 7-10, simplified method. 2.) CODES: 2.1 The Florida Building Code (2010). 2.2 Building code requirements for reinforced concrete (ACI 318-05) 2.3 American Society of Civil Engineers minimum design loads for buildings and other structures (ASCE 7-10). 2.4 Specification for the design, Fabrication and erection of structural steel for buildings (RISC 9th edition). 2.5 "Design Specification for light metal plate connected wood trusses" by the Truss Plate Institute (TPI 1-2002). 2.6 Building Code Requirments of Masonry Structures (ACI 530-05) 1.7 National Design Specification for Wood Structures (AF&PA-NDS-05) 3. SOIL: 3.1 Minimum allowable soil pressure 2000 PSF. 4.) CONCRETE: 4.1 Concrete compressive strength at 28 days: 2500 psi (normal weight). 4.2 Reinforcing bars: ASTM A615 (Grade 60). 4.3 Welded wire fabric (WWF): ASTM A185. 4.4 Detail reinforcement in accordance with ACI 315. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 4.6 Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced with 6x6 w1.4x w1.4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWF contractor's option. 4.7 Concreting operations shall comply with ACI standards. 4.8 Lap splice shall be as follows: #5 bar 25", #4 bar 20", #3 bar 15". 5.) MASONRY: 5.1 Design and construction shall conform to the specification of the National concrete masonry Association and ACI 530. 5.2 Minimum masonry unit strength: (Fm) 1900 PSI 5.3 Mortar shall be type S or M. 5.4 All Block cells and cavities below grade shall be filled with concrete. 5.5 Fill cells w/(1) #5 bar shall be located PER PLAN ( 6'-0" O/C TYP.) at each corner and each side of openings greater than or equal to 6'-0". fill cells w/(2) #5 vert. shall be located at each side of openings 10'-0" and greater, at all girder bearings, including hip -set girders. SCALE: N.T.S. 0 a NAILING SCHEDULE Ledger strip, face nail 16d common 3 at each joist Sole plate to joist or 16d common 16 O.C. blocking, face nail Top of sole plate to stud, 16d common 2 end nailed Stud to sole plate, toe nail 8d common 4 Doubled studs, face nail 16d common 24 O.C. Doubled top plates, face 16d common 16 O.C. nail Continuous header to 8d common 4 stud, toe nail 1 x8 sh,eo#f�irrg or less to 8d common 3 each bearing, face nail, ea stud Over i x8 sheathing to 8d common 3 each bearing, face nail, ea stud 3/4" Floor sheathing 8d common 4" o.c. @ edges & 6 intermediate o.c. Build-up corner studs 16d common 24" O.C. Build-up girders and 20d common 32 O.C. at top beams up to three members, and bottom face nail staggered on opp. sides, 2 at ends and at each splice 1 2 Gypsum Sheathing 11 go 1-3/4" 4"O.C. at edges 7 16" head 8" o.c. at other bearing 5 8 Gypsum Sheathing 11 ga 1-3/4" 4'O.C. at edges 3/8" head 8" o.c. at other bearin Gypsum Wallboard 0.120" nail, min. 7"O.C. on ceilings 1/2 1-1/2"long, 3/8" head 8"O.C. on walls Gypsum Wallboard 0.120" nail, min. 7"O.C. on ceilings 5/8 1-3/4"long, 3/8" head 8"O.C. on walls Hardboard Lap Siding, 8d corrosion resistant 16 O.C. at top Direct to Studs with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Lap Siding, 10d corrosion resistant 16 11O.C. at top over sheathing with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel siding, 6d corrosion resistant 4 O.C. at edges Direct to Studs with minimum shank & boundaries dia. of 0.0920 inch 12" O.C. at and minimum head Intermediate dia. of 0.225 inch supports Hardboard Panel siding, 8d corrosion resistant 6 O.C. at edges Over sheathing with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch * Ceiling joists, laps over 16d 3 partitions, face nail common minimum * Ceiling joists to parallel rafters, face nail 16d common 3 minimum * Collor tie to rafter, face nail 10d common 3 * Roof rafter to 2x ridge beam, toe nail 16d common 2 * Applicable to conventional roof framing only 6.) WOOD: 61 Wood framing structural members: #2 southern yellow pine (unless noted otherwise) with allowable bending stress (Fb) = 1250 P& and a modulus of elasticity = 1,600,000 PSI (does not include interior non load bearing stud walls). 6-2 Design, fabricate and erect wood trusses in accordance with the "design specification Sight metal plate connected wood trusses" by the truss plate institute (TPI-02), and H1B 91 (if applicable). 6.3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 8.4 Roof sheathing: 5/8" C.D. grade plywood (or 19/32" OSB), when using fiberglass/asphalt shingles over felt. 6.5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided at bearing locations without wooden top plates. 7.) GANG- LAIC LVL: 71 Gang -Lam. stress grades shall provide the following minimum properties: E = 2,000,000 PSI Fb = 3,100 PSI Ft = 2,300 PSI Fcl = 1020 PSI (perpendicular) Fcl1 = 3,180 PSI (parallel) Fv = 290 PSI Contact engineer if other types of LVL beams are to be used. 8.) STEEL: 8.1 installation of all steel to be performed by a qualified, licensed steel erector. 8.2 Fabricate and erect all structural steel in accordance with AISC "Specifications for the design, fabrication, and erection of structural steel for buildings." 8.3 Structural steel to be ASTM A36 unless noted otherwise. 8.4 Steel tubing shall be ASTM A500, grade B. 8.5 Welded connections: E70XX electrodes, minimum size fillet welds 3/16", AWS certified welders. 8.6 Where steel beams are continuous over columns, provide web stiffener plates on each side of the web, of a thickness equal to beam flange thickness, located at the center line of the tube column. 8.7 The steel frame is "non -self supporting". Adequate temporary support shall be provided by the Contractor until required connections or elements are in place. 9.) TRUSSES: 9.1 ALL CONNECTORS SPECIFIED AS PER SIMPSON CATALOG C-2005. CONTACT FLORIDA STRUCTURAL ENGINEERING FOR ALL CONNECTOR SUBSTITUTIONS. 9.2 PRE-ENGINEERED WOOD TRUSSES TO BE SPACED @ 24" O.,C. TYPICAL UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE. 9.3 IF THE TRUSS INFORMATION PROVIDED IN THESE CONSTRUCTION DOCUMENTS IS REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER DESIGN PROFESSIONAL), IT 1S THE CLIENTS RESPONSIBILITY TO SUBMIT CHANGES TO FLORIDA STRUCTURAL ENGINEERING FOR REVIEW. THE CLIENT IS RESPONSIBLE FOR ANY CONSTRUCTION COSTS RESULTING FROM TRUSS PACKAGE REVISIONS DEVELOPED BY OTHERS. PRE-ENGINEERED WOOD TRUSSES - @ 24" O.C. MAX SHINGLES OVER 15# FELT 1 /2" CDX PLYWOOD ROOF SHEATHING, SEE SCHED ON SHEET S1 FOR ATTACHMENT. SIMPSON HTS20 @ EA. TRUSS -\ 12 EA. BEARING LOCATION VI F METAL DRIP EDGE MATCH EXISTING FACIA MATCH EXISTING SOFFIT - DOUBLE 2%4" TOP PLATE TYVEK - MATCH EXISTING BRICK- 1/2" CDX PLY W/ 8d @ 4" O.C: @ EDGES & BOUNDARIES, 12" O.C. IN FIELD 1" AIRSPACE FLASHING & WEEP HOLES 36" O.C. SIMPSON SP1 Q EA. STUD GRADE l C '� `V` BRACING DETAIL NOT TO SCALE R-30 BATT "-1/2" GYPSUM SIMPSON SP2 ® EA. STUD 2"X4" STUDS ® 16" O.C. - 5/8" TYPE X GYPSUM -BLOCKING @ MID HEIGHT SIMPSON BT @ 24" O.C. MAX, E.W. -R-13 BATT TYP. -2"x4" BOTTOM PLATE W/ 1 /2" DIA. ALLTHRED BOLTS W/ 6" MIN. EMBED USING SIMPSON SET EPDXY SPACED @ 24" MIN. a EXISTING CONCRETE SLAB EXISTING FOUNDATION TYP EXTERIOR WALL SECTION SCALE: 1 /2"=1'-O" S1 MUM 2%4" CROSS `,CING (SEE PLAN LOCATIONS) ?) 16d PER JOINT PRE-ENGINEERED WOOD TRUSSES \ AT LEAST ONE TRUSS SPACE I' B A HIP R❑❑F FRAMING S1 S1 NOT TO SCALE OVERLAP MINIMUM (2) 12d PER JOINT MHJIMUM 1"x4" TRUSS BRACING �D� RAT -RUN BRACING DETAIL S1 NOT TO SCALE gn'-n" MAY 7n'-n" MAY REEF BRACING PLAN NOT TO SCALE I BRACING 1"X4" MIN 0 00 w Q a_ No. I Revision/Issue I Date U co O O C\2 cc CY3 co LO � I • �-I CrJ � ao � 00 O • X 4-1 ;T, d� cd CC5 co co a Cd N 12Q N N � co t�tJ I � > O U� 0 cc CCU a) Z a) cd r cd ® ❑ OC THM MAW" ARE ➢E PRO'E M OF ROAM SIILICPA& aOMK M ANY F8*0 UC7101 OR LMAV*KM UK IS PRORBUED. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) - This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, EL 33540 Date: Scale: 09/24/13 VARI❑US 3RACING nn -f-U U/U MMA FOR FIRST (4) ROWS OF TR ►S (2) 2% 4" BRACING `� Is l0 " � SEE DETAILS. `��� �,��GE E •���Z/i 1 LU 10 SIMPSO1. _. _ ... EACH STUD. MEAN WALL HEIGHT UP TO 30'-0". SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION.) GABLE END BRACING DETAIL SCALE: 1/2" = 1'-0" S2 ALTERNATE OUTLOOKER DETAIL SCALE: N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL. BACKNAIL WITH (2) 16d NAILS 2"x4" CROSS BRACE AT RIDGE FASTENED AT EACH JOINT WITH (2) 10dx3" NAILS. 5/8" OR 1/2" CEILING DENSE GYPSUM WALL BOARD FASTENED WITH 8d COOLER NAILS OR 1-1/4" LONG DRYWALL SCREWS COMPLYING WITH ASTM C1002 FOR FIRST 8'-0" FROM END WALL AT 4" O.C. TYPICAL. .E :)R "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. 4 S2 ' SIMPSON H1.0 AT EACH OU TLOO K E.R I ... I t `TOP CHORD BLOCKING FOR FIRST (4) ROWS OF TRUSSES AT EDGES OF SHEATHING, TYP. 2"x4" OUTLOQKER AT 24" O.C. "L" BRACE TO EXTEND AT LEAST 90% OF WEB 2'-0" MAX: LENGTH. SEE \ I ' TABLE. _ I r---1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED WITH 10d NAILS @ 6" O.C. EDGES, AND 12" O.C. ----FGAaE TRUSS. I (2) 16d NAILS. 2%4" "T" ON TOP OF PANEL() I BLOCKING. FASTEN WITH 10dx3" NAILS AT 4" O.C. SIMPSON HGA10 AT 36" O.C. — SIMPSON SP2 AT EA. STUD. STUD WALL. SEE TYP. — SECTION. DOUBLE 'TOP PLATE. 2%4" PANEL BLOCKING AT 48" O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EACH END TYP.., TOP AND BOTTOM ATTACHED WITH (2) 16d NAILS. SECTION SCALE: 1/2" = 1'--O" 2%4" "T" BLOCKING. "x4" BLOCKING AT 48" C. "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. GABLE TRUSS WEB.J DOUBLE "L" BRACING DETAIL SCALE: 1-1 /2" = 1'-0" "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. 2"x4" "T" BLOCKING.. "x4" BLOCKING AT 48" ).C. GABLE TRUSS WEB.—/ SINGLE "L" BRACING DETAIL SCALE: 1-1/2" = 1'-0" 1/2" FRP FOR 48" ON EA. SIDE OF TENANT SEPARATION B C1 GA WP3640 FRP TREATE 2%8" 1/2" GYPSUM SIMPSON HTS20 @ EA. TRUSS 2"X4" TOP PLATE 2"X4" WOOD STUDS ® 16" O.C. BLOCKING ® MID HEIGHT A C1 GA WP3370 �\--1 /2" GYPSUM _R-30 BATT TYP. SIMPSON HTS20 @ EA. TRUSS R-14 BA 5/8" TYPE X GYPSUM Ilk a a EXISTING CONCRETE SLAB 4 EXISTING FOUNDATION TYP TENANT SEPARATION WALL SECTION SCALE: 1 /2"=1'-0" "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1' � 2"x4" " BRACE (2) 2"x6" "L" BRACE » 16 I » » 0 —0 — 4'— 5 I » f » 4 —5 — 8 —0 f » f 2 —0 — 16 —0f 24" 0'—C" — 4'-0" 4'-0" — 7'-0" 0'-0" — 14'-0' SCISSOR AND 2 GABLE — (1) 2%8" 2%8" FULL HEIGHT #2 S.P.F. AT EACH VERTICAL AT DIAPHRAM BLOCKING. NOTE: 1. "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT AT SCISSOR GABLE, WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2. "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS AT 4" O.C. kTCH FELT. PLYWD. FOR TYP. HEATHING TYP. 4CK T FLASHING W/ DER WINDOW V FLANGE W/ AIR —MOISTURE :ATHING. EXTEND MIN, 2", TYP. PROVIDE D VERT., TYP. V/ STO—GOLD 1T 16" ;HOWN No. Revision/Issue Date c� co t o C\2 00 � co In Z#Z: C\2 N � � .-� O 00 • T_� DC w It co I� o w CYD co a co NCO rl N M 0 co I > � � 0 O Go .� rCD g--!0) Cd4 r, w -I E--I 0.1 O n*X OUAUM ME M PROPERTY OF RMDA SI CM& aarMK NO. MY ReYROOUCRON OR UNMUIHaM USE IS PROHBIM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS Sheet: GROUT SOLID BELOW RU—WALL FLASHING v 6osc�5 s 7' 4 C O ° No97 s s 2,0 ::...........:....:`......>,,...... BUILDING SECTION B SCALE: 1/2" = 1'-0^ s2 �i�jO�.,PLOR����\��� Jrriifi��e No. Revision/Issue Date ELECTRICAL LEGEND $ SINGLE POLE SWITCH $3 THREE WAY SWITCH $D DIMMER SWITCH OUTLET 110-115 OUTLET 110-115, SPLIT WIRED OUTLET 110-115, CEILING MOUNTED A I ARC FAULT INTERUPTER OUTLET 8 GROUND FAULT INTERUPTER OUTLET GFI OT THERMOSTAT CONTROL Q 220-240, SPECIAL PURPOSE OUTLET - LIGHT FIXTURE, CEILING MOUNTED FO LIGHT, WALL MOUNTED LIGHT FIXTURE, RECESSED LIGHT FIXTURE, HANGING © WALL WASHER, ADJUSTABLE -(�-Pc LAMP HOLDER W/ PULL DOWN ® FLUORESCENT FIXTURE STRIP LIGHT �P FLOODLIGHTS TELEVISION OUTLET TELEPHONE OUTLET Q INTERCOM © CHIMES SMOKE DETECTOR © PUSH BUTTON B EXHAUST FAN DISCONNECT SWITCH 8 RECESSED ELECTRICAL PANEL CEILING FAN, INSTALLED CEILING FAN, PREWIRED JUNCTION BOX O SECURITY SYSTEM VANITY FIXTURE - EXHAUST FAN & LIGHT 4 BULB FLUORESCENT FIXTURE ELECTRICAL FLAN SCALE: 1 /4$' = 1'-0" WII `N fA'1 OF ��ii��,<•F� PLO co E— r'0 C� `11 CD di C\2 00 Cc LO cc LO Q� rI cc � a.� CD • x yl CD 0) CO C > o co C 00 o �0 0 ° b �I wa'Ea o ©DEMMAMMAMM MUSN OF RMDA MCWA MMK Nt MY RMMaM M LWNLM� UZ IS PFMeM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, EL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: I 1 0 /11mill No. Revision/Issue Date SCALE: 1 /4" = 1'-0" I Project Name & Address: I VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: Sheet: PLANS FOR THE RESTORATION OF FIRE DAMAGE TO No. Revision/Issue Date OCCUPANCY: NUMBER OF STORIES: CONSTRUCTION TYPE: FIRE SUPPRESSION: CEILING HEIGHTS: TOTAL HEIGHT: SETBACKS: AREA/HEIGHT: CONSTRUCTION COMPLIANCE DESCRIPTION R2 — RESIDENTIAL (REQUIRED REPAIRS DO NOT CHANGE OCCUPANCY CLASS) SQUARE FOOTAGE: EA. UNIT HAS 800 SQ. FT. OCCUPANT LOAD: 4 PEOPLE (PER UNIT) 1 V UNPROTECTED UN—SPRINKLERED 8'-0" TO 12'-0" (VAULT) 16'-10" FROM LOWEST FF TO TOP OF RIDGE (BUILDING COMPLIES WITH 2O10 FBC TABLE 503) (BUILDING COMPLIES WITH 2O10 FBC TABLE 503) EGRESS REQUIREMENTS EGRESS REQUIREMENTS (RESIDENTIAL): EGRESS TRAVEL / WIDTH: LEVEL OF REPAIRS 4 PERSONS PER UNIT OCCUPANT LOAD = 1 /200 SQ. FT. MAXIMUM TRAVEL TO EXIT = 175'-0" MINIMUM EXIT DOOR WIDTH = 3'-0" MINIMUM STAIR WIDTH = 3'-0" 1. THE BUILDING HAS NOT SUFFERED SUBSTANTIAL STRUCTURAL DAMAGE. 2. REPAIRS CONSTITUTE A LVL II ALTERATION. FIRE RATING REQUIREMENTS TENANT SEPARATION WALLS 8" WOOD FRAME BELOW ATTIC GA WP3370 1 HOUR MINIMUM PROTECTION SEE DETAIL A/C1.0 1 1 /2" WOOD TRUSS IN ATTIC GA WP3640 1 HOUR MINIMUM PROTECTION SEE DETAIL B/C1.0 UNIT 6035 & 6037 SCOPE OF STRUCTURAL REPAIRS: 1. REMOVE & REPLACE WINDOWS & DOORS PER DEMOLITION PLAN (SHEET A2). 2. REMOVE & REPLACE DAMAGED HEADER ABOVE NEW WINDOWS & DOORS PER FLOOR PLAN (SHEET 3. REMOVE & REPLACE DAMAGED WALLS PER DEMOLITION PLAN (SHEET A2). 4. REMOVE & REPLACE INTERIOR FINISHES THROUGHOUT. REMAINING UNITS SCOPE OF STRUCTURAL REPAIRS: 1. UNDAMAGED INTERIOR & EXTERIOR WALLS OF UNITS TO REMAIN. UNIT 6035 & 6037 SCOPE OF ROOF REPAIRS: 1. REMOVE & REPLACE DAMAGED ALL TRUSSES PER ROOF FRAMING PLAN (SHEET A5). 2. REMOVE & REPLACE DAMAGED ROOF SHEATHING OVER DAMAGED TRUSSES. 3. REMOVE & REPLACE DAMAGED ASPHALT SHINGLES OVER DAMAGED TRUSSES. REMAINING UNITS SCOPE OF ROOF REPAIRS: 1. UNDAMAGED UNDAMAGED ROOF SYSTEM TO REMAIN. 3). BUILDING SCOPE OF FOUNDATION REPAIRS: 1. EXISTING CONTINUOUS CONCRETE FOUNDATION & SLAB ON GRADE ARE UNDAMAGED & TO REMAIN IN PLACE. V LLAGE 39216 V LLAGE ZEPHYRH LLS, FL CHASE 33540 WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED I I GA FILE NO. WP 3370 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 5/8" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1" apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. Joints staggered 16" on opposite sides. Horizontal bracing required at mid -height. (LOAD -BEARING) 1 HOUR 45 to 49 STC FIRE SOUND Thickness: 9 1 /2" Approx. Weight: 8 psf Fire Test: See WP 3605 (UL R1319-4, 6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301) Sound Test: Estimated 1 HOUR WALL TENANT SEPARATION ASSEMBLY GA WP3370 N.T.S. FRONT ELEVATION N.T.S. WALLS AND INTERIOR PARTITIONS, WOOD -FRAMED GA FILE NO. WP 3640 GENERIC GYPSUM WALLBOARD, WOOD STUDS One layer 518" type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of either 2 x 3 or 2 x 4 wood studs, turned flatwise, 24" o.c. with 6d cement -coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. (NLB) 1 HOUR FIRE Thickness: Approx. Weight: Fire Test: 1 HOUR ATTIC TENANT SEPARATION ASSEMBLY GA WP3640 N.T.S. REVIEW GATE��"_I__._ CITY OF ZEPHYM-41 PLANS EX MINI= Py- 2 7/8" 7 psf UL, 9-12-96, UL Design U338 SMALL CtVLr I'T �-1 ALL ALLWOF ,��, tLL'EIT pRE�AILINC Ct�DE,ELQ,3 COEES�ATIONALELEC? \��\ '�ocls,co� ��.•a\cEHSF- ,�Ls 97 > of " .L& C It O �+ Ci2 � c� LO CY) aJ N a� 0 '__j 1�1 ✓Y � ~, 0Q w � w co r,nC � I > O U� tic r� 0 cc a) Q CD rM Cd r,- I w rl E --- o ®❑ © nHN auvM NE M FRMN OF sea" SMCR u EIIQ K Nc LwHom CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS Sheet: I 1 0 - -- ---- - I - "L- - I I -- I - I -1i I - I I . I 1p"I I 1,!l I I F "!///;I 9 4, 9 " No. Revision/Issue Date 43' — 6" I 6'-0" I 10'-9" 1 5'-0" 1 5'-0" 1. 10'-9" 1, 6'-0" 1, 21'-9" 43' - 6" DEMOLITION PLAN SCALE: 1 /4" = 1'-0" 21'-9" DEMOLITION PLAN NOTES: 1. DAMAGED WINDOW/DOOR TO BE REMOVED & REPLACED. SEE WINDOW/DOOR SCHEDULE ON SHEET A3 FOR DETAILS. 2. DAMAGED TENANT SEPARATION. SEE DETAIL A/C1 FOR INSTALLATION DETAILS. 3. REMOVE & REPLACED DAMAGED 5/8" TYPE X GYPSUM FROM FRONT TO BACK OF UNIT, SEE DETAIL C/S2. 4. EXISTING UNDAMAGED COLUMNS TO REMAIN 5. DAMAGED (2) 2"x12" BEAM TO BE REMOVED & REPLACED, SEE SHEET A3.0 FOR REPAIR INFO. NOTE:. • REMOVE INTERIOR 4" WIDE FRAME WALLS THROUGHOUT, SEE FLOOR PLAN ON A3.0 FOR REPLACEMENT INFO. • REPLACE INTERIOR DOORS THROUGHOUT, SEE SCHEDULE ON FLOOR PLAN FOR REPLACEMENT & SIZING INFO. • REPLACE INTERIOR FINISHES THROUGHOUT. � f / /I = EXISTING UNDAMAGED UNITS TO REMAIN. WALL LEGEND = DAMAGED 4" WIDE EXTERIOR FRAME WALL W/ EXTERIOR SIDING TO BE REMOVED & REPLACED EXISTING UNDAMAGED EXTERIOR 4" WIDE WALL W/ EXTERIOR SIDING TO REMAIN IN PLACE = DAMAGED 8" TENANT SEPARATION WALL TO BE REMOVED & REPLACED. SEE DETAIL C/S2 FOR INFO = EXISTING UNDAMAGED 8" TENANT SEPARATION WALL TO REMAIN IN PLACE. SEE DETAIL C/S2 FOR INFO. DAMAGED 8" WIDE EXTERIOR WALL I (COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK SEE DETAIL E/S1 FOR INFO) TO REMAIN BE REMOVED & REPLACED = EXISTING UNDAMAGED 8" WIDE EXTERIOR WALL I (COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK SEE DETAIL E/S1 FOR INFO) TO REMAIN IN PLACE AS IS e`\`\'t 11111 wo 2 0 7 i •m 6 o SKATE OF: R co U "t O C\ Q0 co LO co � Q a� occ C\2 Co O a C� N Mco . r—I O�� r 0 00 C� Q) Cd C I F ti (M c6 4 �., w-iFa o ® ❑ ©7FEM URAMM ARE BE PROEM OF ROPoUA SnWRM BOEHM W- ANY RBFOMMON OR LMA1nKFUM UM IS PROWIM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS Sheet: ell poi 2,0 ' e � w e � No. Revision/Issue Date 4-1-r," FLOOR PLAN SCALE: 1 /4" = 1'-0" 0 DOOR SCHEDULE ID Mark Description D-1 3'-0" x 6'-8" EXTERIOR SWINGING D-2 3'-0" x 6'-8" INTERIOR SWINGING D-3 2'-0" x 6'-8" BI—FOLD D-4 (2) 2'-0" x 6'-8" Bi—FOLD D-5 (2) 2'-6" x 6'-8" BI—FOLD WINDOW SCHEDULE ID Mark Description W-1 3'-0" x 5'-0" SINGLE HUNG W-2 (2) 3'-0" x 5'-0" SINGLE 'HUNG STRUCTURAL COMPONENT COMPLIANCE TABLE PRODUCT CATEGORY SUB—CATAGORY MANUFACTURER FLORIDA STATE APPROVAL # ROOFING ROOFING TILES GAF FL10124.1 STRUCTURAL WOOD CONNECTORS SIMPSON FL10852.4 (LSTA24) STRUCTURAL WOOD CONNECTORS SIMPSON FL11496.3 (LTT20B) STRUCTURAL WOOD CONNECTORS i SIMPSON FL11496.2 (HTT4) STRUCTURAL WOOD CONNECTORS SIMPSON FL10456.41 (SP1) STRUCTURAL WOOD CONNECTORS SIMPSON FL10456.42 (SP2) STRUCTURAL WOOD CONNECTORS SIMPSON FL10456.23 (HTS20) STRUCTURAL WOOD CONNECTORS SIMPSON FL11470.4 (HGA10) EXT. DOORS SWINGING ASSEMBLY JELD—WEN FL12509.1 WINDOWS SINGLE HUNG PGT FL239.3 NOTE: ALL INTERIOR UNITS ARE TO HAVE THE SAME DIMENSIONS, SEE UNIT 6035 FOR INTERIOR DIMENSIONS OF ALL UNITS. FLOOR PLAN NOTES: 1. (2) 2"x10" HEADER W/ (1) LSTA24 @ EA. END ABOVE NEW WINDOW/DOOR & (3) 2"x4" POST W/ (1) LTT20B ® BASE © EA. END. 2. (2) 2"x12" BEAM W/ (2) MTS18 @ EACH BEARING LOCATION 3. EXISTING UNDAMAGED 4"x4" P.T. POST 4. (3) 2"x4" POST W/ (1) LTT20B @ BASE = EXISTING UNDAMAGED INTERIOR & EXTERIOR WALLS OF UNITS TO REMAIN. DESIGN WIND CRITERIA (FBC 2010 ED. 137 ENCLOSED ULTIMATE DESIGN WIND SPEED (Vult): 137 MPH (No Opening Protection) BUILDING RISK CATEGORY II WIND EXPOSURE: B INTERNAL PRESSURE COEFFICIENT +/— 0.18 (GCpi): DESIGN WIND PRESSURE FOR EXTERIOR COMPONENT & CLADDING SEE SCHEDULE BELOW MATERIALS: ALL NEW WINDOWS SHALL HAVE A MINIMUM DESIGN PRESSURE OF +33.1 /-35.9 PSF. ALL NEW SWING DOORS SHALL HAVE A MINIMUM DESIGN PRESSURE OF +32.3/-35.2 PSF. NOTE: THIS BUILDING HAS BEEN DESIGNED TO RESIST WIND INDUCED SHEAR AND UPLIFT FORCES, AS SPECIFIED IN THE FLORIDA BUILDING CODE, 2010 EDITION. DESIGN HAS BEEN CONDUCTED UNDER THE ASSUMPTION THAT THE BUILDING ACTS AS AN UNPROTECTED, ENCLOSED STRUCTURE. DESIGN USES ASCE 7-10, SIMPLIFIED METHOD. WALL LEGEND 4" WIDE INTERIOR FRAME WALL 8" TENANT SEPARATION WALL SEE DETAIL C/S2 FOR INFO. = 8" WIDE EXTERIOR WALL (COMPOSED OF 4" WIDE FRAME & 4" WIDE BRICK) SEE DETAIL E/S1 FOR INFO. y co E- � C� "t O Ci2 CC) L0 co LO • �—' co N O C) o CIO • co � O �T- a coa c 4-J N N P1 CO > O U� •' �T cc IO CCS N Z � O coCd N r i W E-� 0., O CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARIOUS Sheet: �i i —3 ' / 1 I I %s. oh AT ..\ No. Revision, Issue Date ACDLJAI T CLJIAInI CC TVD ROOF PLAN SCALE: 1 /4" = 1'-0" ROOF PLAN NOTES: • REMOVE & REPLACE ROOF SHEATHING ABOVE UNITS 6035 & 6037, SEE DETAIL E/S1 • REMOVE & REPLACE ROOF ASPHALT SHINGLES ABOVE UNITS 6035 & 6037, SEE DETAIL E/S1 NOTE: FLORIDA STRUCTURAL ENGINEERING, INC. IS NOT RESPONSIBLE FOR ANY DIMENSIONS, ROOF PITCHES, VAULT PITCHES, TRAY LOCATIONS OR CEILING HEIGHTS. TRUSS COMPANY REQUIRED TO FIELD VERIFY ALL DIMENSIONS, TRAY LOCATIONS, EXISTING GIRDER LOCATIONS, SOFFITS, OVERHANGS, ROOF PITCHES, RIDGE LINES AND BEARING CONDITIONS PRIOR TO CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING, INC IS NOT RESPONSIBLE FOR ANY FLASHING OR WATERPROOFING DETAILS. COS `o' ' No.op 58097 C� co I'll � �0 "1 C\2 O 00 ILD co LO ' co Q � � O 00 • C\2 � co di cd MQ) o aw c a � O rl -I j N � CO C\2 P � a 00 N C • t.0 C.0 O O CIO U W - I � E-I a o ®❑ ©THIN CRAMM NE RE PRO-EM OF RDIWA MCIIRA DOEF1M RC MY REPRMIJ021 M URAU MIM USE IS PRWEIM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIM TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOwN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: A - 4 1 0 '��1��1!!!�. ARROW INDICATES No. Revision/Issue Date LONG DIR. OF PLYWD. ® 24" O.C. GABLE END TRUSS (WEBS REMOVED FOR CLARITY) X = 10d COMMONS OR 8d RING SAHNK ® 4 O.C. ON EACH SHEET OF PLYWOOD 0 = 10d COMMONS OR 8d RING SHANK ® 6" O.C. ON EACH SHEET OF PLYWOOD ❑ = 10d COMMONS OR 8d RING SHANK 0 8" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHED./GABLE SCALE: N.T.S. ROOF EDGE I 0 0 0 = 8d 0 6" O.C. ON EACH SHEET OF PLYWOOD NAILING SCHED./HIP 'i SCALE: N.T.S. I C) J O RIDGE O 1 6' I �' 4' -0" O I C) O �3 0 ROOF SHEATHING NAILING PATTERN NOT TO SCALE ZONE NAILING PATTERN 8d RING -SHANK NAILS ® 6" O.C. ® EDGES & 12" O.C. INTERMEDIATE 8d RING -SHANK NAILS ® 6" O.C. ® EDGES & 12" O.C. INTERMEDIATE 8d RING -SHANK NAILS ® 6" O.C. ® EDGES & 6" O.C. INTERMEDIATE Structural Notes- 1.) DESIGN CRITERIA: 1.1 Dwelling floors - 40 PSF live load. 1.2 Balconies -60 PSF live load. 1.3 Walkways - 80 PSF Live load. 1.4 Roof - 30 PSF live load. 17 PSF (7 PSF T/C & 10 PSF B/C) dead load for shingle roofs: 25 PSF(15 PSF T/C & 10 PSF B/C) dead load for concrete tile roofs. 1.5 Wind -137 MPH, per FBC unless noted otherwise. 1.6 Net uplift dead loads 10 PSF Shingle 15 PSF tile. 1.7 Building Risk Catagory - II 1.8 Wind Exposure - B 1.9 Internal Wind Pressure Coefficient (GCpi) - +/-0.18 1.10 Flood Zone Classification - X 1.11 Design conducted under the assumption that the building acts as an unprotected, enclosed structure. Design uses ASCE 7-10, simplified method. 2.) CODES: 2.1 The Florida Building Code (2010). 2.2 Building code requirements for reinforced concrete (ACI 318-05) 2.3 American Society of Civil Engineers minimum design loads for buildings and other structures (ASCE 7-10). 2.4 Specification for the design, Fabrication and erection of structural steel for buildings (RISC 9th edition). 2.5 "Design Specification for light metal plate connected wood trusses" by the Truss Plate Institute (TPI 1-2002). 2.6 Building Code Requirments of Masonry Structures (ACI 530-05) 1.7 National Design Specification for Wood Structures (AF&PA-NDS-05) 3. SOIL: 3.1 Minimum allowable soil pressure 2000 PSF. 4.) CONCRETE: 4.1 Concrete compressive strength at 28 days: 2500 psi (normal weight). 4.2 Reinforcing bars: ASTM A615 (Grade 60). 4.3 Welded wire fabric (WWF): ASTM A185. 4.4 Detail reinforcement in accordance with ACI 315. 4.5 Concrete coverage of reinforcement: Footings 3: bottom and sides. 4.6 Earth supported slabs: (including exterior walk and drive slabs) 4" thick, reinforced with 6x6 w1.4x w1.4 W.W.F. at mid depth of slab. fibermesh may be used in lieu of WWF contractor's option. 4.7 Concreting operations shall comply with ACI standards. 4.8 Lap splice shall be as follows: #5 bar 25", #4 bar 20", #3 bar 15". 5.) MASONRY: 5.1 Design and construction shall conform to the specification of the National concrete masonry Association and ACI 530. 5.2 Minimum masonry unit strength: (Fm) 1900 PSI 5.3 Mortar shall be type S or M. 5.4 All Block cells and cavities below grade shall be filled with concrete. 5.5 Fill cells w/(1) #5 bar shall be located PER PLAN ( 6'-0" O/C TYP.) at each corner and each side of openings greater than or equal to 6'-0". fill cells w/(2) #5 Vert. shall be located at each side of openings 10'-0" and greater, at all girder bearings, including hip -set girders. NAILING SCHEDULE Ledger strip, face nail 16d common 3 at each joist Sole plate to joist or 16d common 16 O.C. blocking, face nail Top of sole plate to stud, 16d common 2 end nailed Stud to sole plate, toe nail 8d common 4 Doubled studs, face nail 16d common 24 O.C. Doubled top plates, face 16d common 16 O.C. nail Continuous header to 8d common 4 stud, toe nail 1 x8 sheathing or less to 8d common 3 each bearing, face nail, ea stud Over 1 x8 sheathing to 8d common 3 each bearing, face nail, ea stud 3/4" Floor sheathing 8d common 4„ o.c. @ edges & 6 o.c. intermediate Build-up corner studs 16d common 24" O.C. Build-up girders and 20d common 32 O.C. at top beams up to three members, and bottom face nail staggered on opp. sides, 2 at ends and at each splice 1 2 Gypsum Sheathing 11 go 1-3/4" 4 O.C. at edges 7 16" head 8" o.c. at other bearing 5 8 Gypsum Sheathing 11 go 1-3/4" 4 0. C. at edges 3/8" head 8" o.c. at other bearing Gypsum Wallboard 0.120" nail, min. 7"O.C. on ceilings 1 /2 1-1 /2"long, 3/8" head 8"O.C. on walls Gypsum Wallboard 0.120" nail, min. 7"O.C. on ceilings 5/8 1-3/4"long, 3/8" head 8"O.C. on walls Hardboard Lop Siding, 8d corrosion resistant 16 O.C. at top Direct to Studs with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Lap Siding, 10d corrosion resistant 16 O.C. at top over sheathing with minimum shank and bottom edges dia. of 0.0990 inch and minimum head dia. of 0.240 inch Hardboard Panel siding, 6d corrosion resistant 4 O.C. at edges Direct to Studs with minimum shank & boundaries dia. of 0.0920 inch 12" O.C. at and minimum head Intermediate dia. of 0.225 inch supports Hardboard Panel siding, 8d corrosion resistant 6 O.C. at edges Over sheathing with minimum shank 12" O.C. at dia. of 0.0920 inch Intermediate and minimum head supports dia. of 0.225 inch * Ceiling joists, laps over partitions, face nail 16d common 3 minimum * Ceiling joists to parallel rafters, face nail 16d common 3 minimum * Collar tie to rafter, face nail 10d common 3 * Roof rafter to 2x ridge beam, toe nail 16d common 2 * Applicable to conventional roof framing only 6.) WOOD: 6.1 Wood framing structural members: #2 southern yellow pine (unless noted otherwise) with allowable bending stress (Fb) = 1250 PSI and a modulus of elasticity = 1,600,000 PSI (does not include interior non load bearing stud walls). 6.2 Design, fabricate and erect wood trusses in accordance with the "design specification light metal plate connected wood trusses" by the truss plate institute (TPI-02), and HIB 91 (if applicable). 6.3 All exposed wood or wood in contact with earth or concrete to be pressure treated. 5.4 Roof sheathing: 5/8" C.D. grade plywood (or 19/32" OSB), when using fiberglass/asphalt shingles over felt. 6.5 Untreated wood shall not be in direct contact with concrete. SEAT plates shall be provided at bearing locations without wooden top plates. 7.) GANG- LAM LVL: 7.1 Gang -Lam. stress grades shall provide the following minimum properties: E = 2,000,000 PSI Fb = 3,100 PSI Ft = 2,300 PSI Fc1 = 1020 PSI (perpendicular) Fc11 = 3,180 PSI (parallel) Fv = 290 PSI Contact engineer if other types of LVL beams are to be used. 8.) STEEL: 8.1 tnsta.UaMon of att steel to be performed by a qualified, licensed steel erector. 8.2 rubricate and erect aii structural steet in accordance with RISC "Specifications for the design, fabrication, and erection of structural steel for buildings." 8.3 Structural steel to be ASTM A36 unless noted otherwise. 8.4 Steel tubing shall be ASTM A500, grade B. 8.5 Welded connections: E70XX electrodes, minimum size fillet welds 3/16", AWS certified welders. 8.6 Where steel beams are continuous over columns, provide web stiffener plates on each side of the web, of a thickness equal to beam flange thickness, located at the center line of the tube column. 8.7 The steel frame is "non -self supporting". Adequate temporary support shall be provided by the Contractor until required connections or elements are in place. 3.4, TRUSSES: 9.1 ALL CONNECTORS SPECIFIED AS PER SIMPSON CATALOG C-2005. CONTACT FLORIDA STRUCTURAL ENGINEERING FOR ALL CONNECTOR SUBSTITUTIONS. 9.2 PRE-ENGINEERED WOOD TRUSSES TO BE SPACED @ 24" O.,C. TYPICAL UNLESS NOTED OTHERWISE ON TRUSS ENGINEERING PACKAGE. 9.3 tF THE TRI USS INFORMATION fPROV0ED IN THESE CONSTRUCTION DOCUMENTS IS REVISED BY ANY OTHER PARTY (TRUSS MANUFACTURER, CONTRACTOR, OTHER DESIGN PROFESSIONAL), IT 1S THE CLIENTS RESPONSIBILITY TO SUBMIT CHANGES TO FLORIDA STRUCTURAL ENGINEERING FOR REVIEW. THE CLIENT IS RESPONSIBLE FOR ANY CONSTRUCTION COSTS RESULTING FROM TRUSS PACKAGE REVISIONS DEVELOPED BY OTHERS. PRE-ENGINEERED WOOD TRUSSES - Cal 24" O.C. MAX SHINGLES OVER 15# FELT 1 /2" CDX PLYWOOD ROOF SHEATHING, SEE SCHED ON SHEET S1 FOR ATTACHMENT. SIMPSON HTS20 @ EA. TRUSS --\ EA. BEARING LOCATION 12 VI F I �� METAL DRIP EDGE MATCH EXISTING FACIA MATCH EXISTING SOFFIT - DOUBLE 2"x4" TOP PLATE TYVEK - MATCH EXISTING BRICK- 1/2" CDX PLY W/ 8d @ 4" O.C: ® EDGES & BOUNDARIES, 12" O.C. IN FIELD 1" AIRSPACE FLASHING & WEEP HOLES 36" O.C. SIMPSON SP1 © EA. STUD GRADE C "X" BRACING DETAIL S1 NOT TO SCALE �A HIP ROOF FRAMING Si NOT TO SCALE 1 /2" GYPSUM SIMPSON SP2 ® EA. STUD 2"X4" STUDS ® 16" O.C. - 5/8" TYPE X GYPSUM -BLOCKING © MID HEIGHT SIMPSON BT @ 24" O.C. MAX, E.W. -R-13 BATT TYP. -2"x4" BOTTOM PLATE W/ 1 /2" DIA. ALLTHRED BOLTS W/ 6" MIN. EMBED USING SIMPSON SET EPDXY SPACED @ 24" MIN, a EXISTING CONCRETE SLAB EXISTING FOUNDATION TYP EXTERIOR WALL SECTION rE_'� SCALE: 1 /2"=1'-O" S1 M 2%4" CROSS 413 (SEE PLAN DCA110NS) 16d PER JOINT PRE-ENGINEERED WOOD TRUSSES \ AT LEAST ONE TRUSS SPACE OVERLAP \-MINIMUM (2) 12d PER JOINT MINIMUM 1"x4" TRUSS BRACING � � RAT -RUN BRACING DETAIL �� NOT TO SCALE gn'-n" MAX gn'-n" MAX �s .a e 0 ,a -W tY C,0 C� O N 00 Q0 co CO LO Z4:: coQ) Q0 a� 00 Q> O 0')Q w ,-� W U O a C� co a co I, -��CVJO N N CO C\2 i:� cc t�0 I > O co ' CC �O N Z N X❑ ©TIES ORAMM AIE 11E RRMTY OF UNDA SRRIORRAL FN6fF'R K NG ANY Re RO MIOH OR uHM11HaM USE IS PROHBI M CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, EL 33540 Date: Scale: C9/24/13 VARI❑US Sheet: 5-10 I iI r1ll91 LLL "I s2 GABLE TRUSS. 4 SEE STRUCTURAL NOTES AND S2 NAILING SCHEDULE FOR TOP CHORD SHEATHING DETAIL. ___ _ BLOCKING FOR FIRST T' BRACE WITH 10d AT 4"' O.C. (SEE SCHEDULE FOR . (4) ROWS OF BACKNAIL WITH (2) 16d NAILS �' '� TRUSSES AT EDGES sz SIZE AND LOCATION). �� OF SHEATHING, TYP. SIMPSON H1,0 2"x4" OUTLOOKER 12 MAX. AT EACH \ AT 24" O.C. i OUTLOOKER 7 I I I I "L" BRACE TO � EXTEND AT LEAST I SIMPSON 90% OF WEB HGA10, TYP. 2'-0" MAX: LENGTH. SEE ' TABLE. CDX PLYWOOD OR I 7/16" OSB SHEATHING 2"x4" CROSS BRACE i ATTACHED WITH 10d NAILS AT RIDGE FASTENED AT EACH JOINT WITH i 6" O.C. EDGES, AND 12" O.C. (2) 10dx3" NAILS. i ��-E TRUSS. (2) 16d NAILS. i I 2 x4 T ON TOP OF PANEL BLOCKING. FASTEN WITH (�) I 10dx3" NAILS AT 4" O.C. SIMPSON HGA10 AT 36" O.C. CONT. BEARING. SIMPSON SP2 AT DOUBLE TOP PLATE. 5/8" OR 1/2" CEILiNG DENSE GYPSUM/x-4 �SIMPSON SP2 AT EA. STUD. EACH STUD. STUDS AT 16 O.C. WALL BOARD FASTENED WITH 8d COOLER --STUD WALL. SEE TYP. SCREWS COMPLYING WITH ASTM C1002 NAILS OR 1-1/4" LONG DRYWALL— SECTION. MEAN WALL HEIGHT UP TO 30'-0". SEE STRUCTURAL I UBLE TOP PLATE. NOTES FOR WIND SPEED SPECIFICATION. FOR FIRST 8 —0 FROM END WALL AT 4 ) O.C. TYPICAL. 2 PANEL BLOCKING AT 48 O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM GABLE END BRACING DETAILrA EACH END TYP., TOP AND BOTTOM ATTACHED WITH (2) 16d NAILS. SCALE: 1 /2" = 1'-0" S2 ALTERNATE OUTLOOKER DETAIL SCALE: N.T.S. "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. SECTION SCALE: 1 /2" = 1'--0" 2"x4" "T" BLOCKING. "x4" BLOCKING AT 48" C. "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. GABLE TRUSS WEB. J DOUBLE "L" BRACING DETAIL SCALE: 1-1/2" = 1'-0" SCALE: 1 /2" = 1'-0" S2 "L" BRACE ATTACHED W/ 10d NAILS AT 4" O.C., TYP. 2»x4" "T" BLOCKING. "x4" BLOCKING AT 48" ). C. GABLE TRUSS WEB.—/ SINGLE "L" BRACING DETAIL SCALE: 1-1/2" = 1'-0" 1 /2" FRP FOR 48" ON EA. SIDE OF TENANT SEPARATION B C1 GA WP3640 FRP TREA 2%8" 1/2" GYPSUM --J SIMPSON HTS20 @ EA. TRUSS 2"X4" TOP PLATE 2"X4" WOOD STUDS ® 16" O.C: BLOCKING @ MID HEIGHT A 11 C1 GA WP3370 ION \---1 /2" GYPSUM R-30 BATT TYP. SIMPSON HTS20 � EA. TRUSS R-14 BATT 5/8" TYPE X GYPSUM 4 a EXISTING CONCRETE SLAB a EXISTING FOUNDATION TYP TENANT SEPARATION WALL SECTION SCALE: 1 /2"=1'-0" "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE () 2"x4" " ' BRACE (2) 2%6" "L" BRACE » 16 „ „ 0 —0� — 4,-5,� „ 4,-5�� — 8�-0„ » , 2,-0 — 16�-0 , 24 0 —0 — 4 —0 4 —0 — 7 —0 � 0 —0 — 14 —0" SCISSOR AND 2 GABLE — (1) 2%8" 2%8" FULL HEIGHT #2 S.P.F. AT EACH VERTICAL AT DIAPHRAM BLOCKING. N OTE: 1. "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT AT SCISSOR GABLE, WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2. "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS AT 4" O.C. NGLES TO MATCH 3S. ROOFING FELT. ANT TREATED PLYWD. FOR . FIREWALLS, TYP. :ATHING ON T 24' O.C. FIREWALL SHEATHING TO FASCIA, TYP. AND FASCIA TYP. FULL PERIMETER NINGS — OR HARDIE). NG JAMBS BACK DR DOOR UNIT U—WALL SILL FLASHING W/ FLASHING UNDER WINDOW IG TO WINDOW FLANGE W/ :S STO—GOLD AIR —MOISTURE FACE OF SHEATHING. EXTEND ENING EDGES MIN, 2', TYP. AIR SPACE. PROVIDE C. HORIZ. AND VERT., TYP. G TO WALL W/ STO—GOLD W/ WEEPS AT 16' F WALL AS SHOWN No. I Revision/Issue I Date I C� co I'll O Ncc CDdi LO CD LO C7.i rI 00 C\2 co di Z C� CD aw N Ma co I~ I • r-I �.�Ori N 41cc N C CCO C/Q 0 CO MO O O M U w MYaORIMUKISMOM CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY CONSTRUCTION. FLORIDA STRUCTURAL ENGINEERING IS NOT RESPONSIBLE FOR ANY DIMENSIONS. FLORIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED CHANGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES ONLY. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE FOR EXISTING STRUCTURAL COMPONENTS. Plans and specifications comply with the Florida Building Code, section 1609 for 137 mph, 3 second gust, wind zone. (2010 Ed.) This drawing is valid for 12 months after the date it is signed and sealed or until the requirements of the 2010 edition of the Florida Building Code are changed. This drawing is signed and sealed for the structural portions of the drawing only. Architectural, electrical, or mechanical details, if shown, are for visual reference only and are not covered under this seal. Project Name & Address: I VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: 09/24/13 VARI❑US Sheet: ` 3If S 2,0 L/ 744,slotw\� 4 No. Revision/Issue I Date SCALE: 1 /4" = 1'—O" Project Name & Address: VILLAGE WALK 39216 VILLAGE CHASE ZEPHYRHILLS, FL 33540 Date: Scale: Sheet: