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HomeMy WebLinkAbout1920 Palmetto Ave (A) 15-1464 5-2.2 a REVISION I 2 5-2.2 (2) JAMES STUDS AND (2) FULL HEIGHT STUDS (TYP. a GARAGE DOOR) 4 5-2.2 3 � INDICATES WOOD FRAME WALL f 5-2.2 2x4 5TUD5 'a) I&" O.C. INDICATES '~4:AR WALL SEGMENT SUJS,- SEE DET. INDICATES DET3/5-4.1 .NOLD-DOtUN S 1. SCALE: 1/4' 1'-0' OFOR GENERAL NOTES, SEE SHEET 5-I.1. OCONCRETE SLAB ON (,RADE SHALL HAVE MINIMUM THICKNESS AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE SUB -GRADE. THE 5U5GRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION). A (o -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE. REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4" SLAB ON GF AE> )E REINFORCEMENT SHALL BE PER OPTION "Al" OR 'A2 AS INDICATED BELOW: Al, 6x(o - W2.IxW2.1 WWF REINFORCEMENT AT CENTER OF SLAB, OR A2, FIBERME51-1 650 APPLIED AT THE RATE OF 3.0 1_55 PER CY 0 T/FLOOR ELEV. = 100'-0" U.N.O. TH15 15 A REFERENCE ELEV. ONLY. SEE CIVIL DUJGS. FOR TRUE ELEV. ABOVE MEAN SEA LEVEL. OPROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS 0 LOCATIONS INDICATED BY "CJ" ON PLAN, OR A5 SPECIFIED IN GENERAL NOTES. SEE DET. O BOTTOM OF FOOTIN(,'; SHALL BE 1'-0" MIN. BELOW FINISH GRADE. 0 PROVIDE CORNER REINFORCEMENT PER DET. 6/5-3.1. O COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWG5. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. FOOTING 51ZE m� FOOTING 61 �O MARK o n, 2 ADE 2) 2x T W x L O TOP 0 TD516 20' I'-4" x CONT. (2) *S CONT. (1) "5 CONT. Q� TRUSS �7 H m � REVISION I 2 5-2.2 (2) JAMES STUDS AND (2) FULL HEIGHT STUDS (TYP. a GARAGE DOOR) 4 5-2.2 3 � INDICATES WOOD FRAME WALL f 5-2.2 2x4 5TUD5 'a) I&" O.C. INDICATES '~4:AR WALL SEGMENT SUJS,- SEE DET. INDICATES DET3/5-4.1 .NOLD-DOtUN S 1. SCALE: 1/4' 1'-0' OFOR GENERAL NOTES, SEE SHEET 5-I.1. OCONCRETE SLAB ON (,RADE SHALL HAVE MINIMUM THICKNESS AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE SUB -GRADE. THE 5U5GRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION). A (o -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE. REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4" SLAB ON GF AE> )E REINFORCEMENT SHALL BE PER OPTION "Al" OR 'A2 AS INDICATED BELOW: Al, 6x(o - W2.IxW2.1 WWF REINFORCEMENT AT CENTER OF SLAB, OR A2, FIBERME51-1 650 APPLIED AT THE RATE OF 3.0 1_55 PER CY 0 T/FLOOR ELEV. = 100'-0" U.N.O. TH15 15 A REFERENCE ELEV. ONLY. SEE CIVIL DUJGS. FOR TRUE ELEV. ABOVE MEAN SEA LEVEL. OPROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS 0 LOCATIONS INDICATED BY "CJ" ON PLAN, OR A5 SPECIFIED IN GENERAL NOTES. SEE DET. O BOTTOM OF FOOTIN(,'; SHALL BE 1'-0" MIN. BELOW FINISH GRADE. 0 PROVIDE CORNER REINFORCEMENT PER DET. 6/5-3.1. O COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWG5. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. y- FOOTING 51ZE FOOTING REINFORCEMENT FOOTING 2x4 OUTRIGGERS 24" MAX. O.C. 5-4.1 (TYP.) NOTES MARK o rn W � a � �r W �'��•1 ADE 2) 2x T W x L BOTTOM TOP TD516 20' I'-4" x CONT. (2) *S CONT. (1) "5 CONT. O y- T/WAL REF. EL. 108'-0' S - 4)IT YF, OOP 74 SCALE: 1/4" = I'-0' ►4 1NG NOT: OFOR GENERAL STRUCTURAL NOTES, SEE SHEET S- I.I. 0 ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD CR -1/16' OSB. ATTACH SHEATHING PER GENERAL NOTES AND PER ROOF SHEATHING DETAIL "C" OFLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD. ATTACH SHEATHING PER GENERAL NOTES AND PER FLOOR 5HEATr'ING DETAIL B OFOR ROOF TRUSS PROFILES, REFER TO PRE-ENGINEERED TRUSS MANUF. DRAWINGS AND CALCS. O ROOF FRAMING ON THIS PLAN SHALL BE PRE-ENGINEERED WOOD TRUSSES UNLESS NOTED OTHERWISE. FRAMING 15 DIAGRAMMATIC ONLY. CONTRACTOR SHALL SUBMIT TRU55 SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, PRIOR TO COMMENCEMENT OF FABRICATION. CALCULATIONS SHALL INCLUDE WIND UPLIFT LOADS. ALL CONNECTIONS SPECIFIED SHALL BE CHECKED AND MODIFIED AS REQUIRED TO COMPLY WITH UPLIFT REQUIREMENTS OF THE SHOP DRAWINGS. ALL EXTERIOR WALLS ARE LOAD BEARING. ROOF TRUSSr�• SHALL NOT BEAR ON INTERIOR WALLS U.N.O. 0 PLYWOOD ROOF DIAPHRAGMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2010 EDITION OF FLORIDA BUILDING CODE. OFOR WOOD TRUSS NOTES, SEE GENERAL NOTES. OHEADERS INDICATED ON PLAN ARE THE MINIMUM REQUIRED BY DESIGN. ADDITIONAL PLIES SHALL BE ADDED TO PLUMB W/ INTERIOR FACE OF FRAME WALL. I� I FLOOR SHEATHING (TYPICAL FOR SECOND FLOOR): FLOOR DECK SHALL BE 23/32" T4G PLYWOOD, GLUED AND NAILED. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMEN51ON SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE, 10d NAILS @ 6" O.C, ALONG ALL EDGES AND SHEAR BLOCKING. USE IOd NAILS v 12" O.G. ALONG ALONG INTERMEDIATE SUPPORT. PL.00R e m4wrH I I V I 115 II SCALE : 1/0" = 1'-0" ALL EL. 108'-0" T2+ T2" 2 5-2.2 RECORD COPY REVISION I rI ZD;"'-�, SA t I F () F,' 0 ROOF SHEATHING: ROOF DECK SHALL BE 7/16" 058, EXPOSURE I, APA RATED 32/16 OR 15/32" PLYWOOD, EXPOSURE I, GRADE C -D, APA RATED 32/16. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE ad NAILS a) 6" O.C. ALONG ALL EDGES AND SHEAR BLOCKING. USE Sd NAILS v 12" O.C. ALONG ALONG INTERMEDIATE SUPPORT. SCALE : 1/0" = I'-0' V♦ +r In 4 _y / 2x4 OUTRIGGERS 24" MAX. O.C. 5-4.1 (TYP.) T/w VR—F= 1 o rn W � a � �r W �'��•1 ADE 2) 2x :-:ADE 2) P 2x I EADE 2) 2x �uj r� TRUSS H ILI `x C) ('' j .- cv _ 101.011 ATTIC SPACE BELOW h tU x U(-' "I �w wo W � 5-4.1 5-41 ;To I IT >k ram vaii, c , f pt.i 12-01-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS Ol 12/01/2014 5-2.21.U. SLOP= ,V�v I SL.oPE p� 09/05/2014 Q 0 DRAWN: ASF) APPROVED: 1L4i �� �U --ATTIC ACCESS FINAL LOCATION PER OWNER SHEET W — = > m S®2.1 (L. TRUSS T/WAL REF. EL. 108'-0' S - 4)IT YF, OOP 74 SCALE: 1/4" = I'-0' ►4 1NG NOT: OFOR GENERAL STRUCTURAL NOTES, SEE SHEET S- I.I. 0 ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD CR -1/16' OSB. ATTACH SHEATHING PER GENERAL NOTES AND PER ROOF SHEATHING DETAIL "C" OFLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD. ATTACH SHEATHING PER GENERAL NOTES AND PER FLOOR 5HEATr'ING DETAIL B OFOR ROOF TRUSS PROFILES, REFER TO PRE-ENGINEERED TRUSS MANUF. DRAWINGS AND CALCS. O ROOF FRAMING ON THIS PLAN SHALL BE PRE-ENGINEERED WOOD TRUSSES UNLESS NOTED OTHERWISE. FRAMING 15 DIAGRAMMATIC ONLY. CONTRACTOR SHALL SUBMIT TRU55 SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, PRIOR TO COMMENCEMENT OF FABRICATION. CALCULATIONS SHALL INCLUDE WIND UPLIFT LOADS. ALL CONNECTIONS SPECIFIED SHALL BE CHECKED AND MODIFIED AS REQUIRED TO COMPLY WITH UPLIFT REQUIREMENTS OF THE SHOP DRAWINGS. ALL EXTERIOR WALLS ARE LOAD BEARING. ROOF TRUSSr�• SHALL NOT BEAR ON INTERIOR WALLS U.N.O. 0 PLYWOOD ROOF DIAPHRAGMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 2010 EDITION OF FLORIDA BUILDING CODE. OFOR WOOD TRUSS NOTES, SEE GENERAL NOTES. OHEADERS INDICATED ON PLAN ARE THE MINIMUM REQUIRED BY DESIGN. ADDITIONAL PLIES SHALL BE ADDED TO PLUMB W/ INTERIOR FACE OF FRAME WALL. I� I FLOOR SHEATHING (TYPICAL FOR SECOND FLOOR): FLOOR DECK SHALL BE 23/32" T4G PLYWOOD, GLUED AND NAILED. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMEN51ON SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE, 10d NAILS @ 6" O.C, ALONG ALL EDGES AND SHEAR BLOCKING. USE IOd NAILS v 12" O.G. ALONG ALONG INTERMEDIATE SUPPORT. PL.00R e m4wrH I I V I 115 II SCALE : 1/0" = 1'-0" ALL EL. 108'-0" T2+ T2" 2 5-2.2 RECORD COPY REVISION I rI ZD;"'-�, SA t I F () F,' 0 ROOF SHEATHING: ROOF DECK SHALL BE 7/16" 058, EXPOSURE I, APA RATED 32/16 OR 15/32" PLYWOOD, EXPOSURE I, GRADE C -D, APA RATED 32/16. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE ad NAILS a) 6" O.C. ALONG ALL EDGES AND SHEAR BLOCKING. USE Sd NAILS v 12" O.C. ALONG ALONG INTERMEDIATE SUPPORT. SCALE : 1/0" = I'-0' V♦ +r In v0 o rn W � a � �r W �'��•1 W p W �uj r� H h wo W � ;To ram vaii, c , f pt.i 12-01-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS Ol 12/01/2014 DATE: 09/05/2014 SCALE: AS NOTEC) DRAWN: ASF) APPROVED: RSD JOB NO: 14-100 SHEET S®2.1 12 12 TRUSS E3RGjk REF. EL. I00' -0m[-/ T/WINDOWS,r6� REF. EEL. 10_1'-O� T/CONG. 51_AB REF. EL. 100'-O TRUSS 15RG�(� REF. EL. 105'-0 REF. EL, I0l'-01­/ T/C0NC. SLAB REF. EL. 100'-0 TRU55 BRG. REP, EL. Irz T/GARAGE DOOR REF, F=L. 107'_0'1�7_ ,-ASPHALT SHINGLES I-IFIREP. EL. 106'-0" REVISIVN LJ T/CONC.- SLAB REF. EL, 1001-0' NORTH ELr=\/42rloNSTUCCO FINISH SCALE: 114" = V-0" STUCCO FINISH SCALE: 1/4" 1'-0' PER OWNER PER OWNER OFF RIDGE VENT: PROVIDE MIN. NET FREE AREA = 202 SQ. IN. VENT SHALL NAVE Fl- PRODUCT APPROVAL REVISION REQUIRED AREA CALCULATION: (1/300) x (30 FT.) x (28 FT.) x (144) x (1/2)---- SCALE- 1/4" = V-0` PER OWNER I Z'+A TRUSS REP. EL. 108l-0"q�-' T/CONC. 5LABr� REF. EL. 100'-0'1-'/ /,- ASPHALT SHINGLES WEST ELM\/4TIVSTUCCO FINISH SCALE- 1/4" = 1'-0" PER OWNER 2x4 OUTRIC- '@ 2z SEE TRU55 BRG,r6j, TRU55 E3RG, V REP. EL . 10151_01� Yllinnn Pi bofR SHEATHING REF. EL. 100'-O"R PLYWOOD 12 ROOF SHEATHING PER GEN. NOTES-\ F 5-4.1 TRUSS BRG. REF, E -L. 106'- \\-2x BLOCKING VENTED SOFFIT--- 2'-0" 2x4 WOOD 5TULD5 1( 11 0 O.C. PROVIDE MID -HEIGHT STUCCO FIN15N PER OWNER PT 2x SILL PLATE (ONE SIDE) W1 1/2' D IA. A.B. SEE DET. 2/5-4.1 PER GEN. NOTES--\\ 5IMP50N 56P STUD TO PLATE O.C. FINISH GRADE CONC.SLA5 ON GRADE T/CONC. 5LAB SEE PLAN I E-F. EL. 100 -0 ;o /_ PRE-ENGINEERED WOOD TRUSSES ,@ 24' O.C. MAX SEE PLAN 1/2" NON -SAG GYP. BOARD CEILING I "TIDS" FOOTING SEE PLAN T"'rF=lC4L W,4LL &ECTION SCALE: 1/2" = 1'-0" C�) TRUE)& ll=rill TRU&& "T2 11 TRUee RROPILm Tpluee FROPILF. REVISION SCALE: 3/0' = 1'-0' SCALE: 3/0" = V-0" S/iNlr_OkD 1 4 an =7= U H EE31 Fl: 11\\ cn 4 4 CA cli z UJ�_4 A., PT -4 �T4 /,- ASPHALT SHINGLES WEST ELM\/4TIVSTUCCO FINISH SCALE- 1/4" = 1'-0" PER OWNER 2x4 OUTRIC- '@ 2z SEE TRU55 BRG,r6j, TRU55 E3RG, V REP. EL . 10151_01� Yllinnn Pi bofR SHEATHING REF. EL. 100'-O"R PLYWOOD 12 ROOF SHEATHING PER GEN. NOTES-\ F 5-4.1 TRUSS BRG. REF, E -L. 106'- \\-2x BLOCKING VENTED SOFFIT--- 2'-0" 2x4 WOOD 5TULD5 1( 11 0 O.C. PROVIDE MID -HEIGHT STUCCO FIN15N PER OWNER PT 2x SILL PLATE (ONE SIDE) W1 1/2' D IA. A.B. SEE DET. 2/5-4.1 PER GEN. NOTES--\\ 5IMP50N 56P STUD TO PLATE O.C. FINISH GRADE CONC.SLA5 ON GRADE T/CONC. 5LAB SEE PLAN I E-F. EL. 100 -0 ;o /_ PRE-ENGINEERED WOOD TRUSSES ,@ 24' O.C. MAX SEE PLAN 1/2" NON -SAG GYP. BOARD CEILING I "TIDS" FOOTING SEE PLAN T"'rF=lC4L W,4LL &ECTION SCALE: 1/2" = 1'-0" C�) TRUE)& ll=rill TRU&& "T2 11 TRUee RROPILm Tpluee FROPILF. REVISION SCALE: 3/0' = 1'-0' SCALE: 3/0" = V-0" S/iNlr_OkD 1 4 an U H Zd cn 4 4 CA cli z UJ�_4 A., PT -4 �T4 uj u U1w� � �� NW -A PLO P Nol Vo'c 1, lollf. 5, ad I cqvu'we 12-01-2014 RONALD D. DEVLEN P.E. FL. PROF, REC. NO. 49782 REVISIONS 12/01/2014 DATE: 09/05/2014 SCALE: AS NOTFF) DRAWN: APPROVED: Rpp JOB NO: 14-100 SHEET' S®2.2 3 0 i F A: STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (2010), AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. 8. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCVE - BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND 5PEECIFICATION5 REPRESENT THE COMPLETE DE51GN OF THE STRUCTURE, THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS 60 STATED OR NOTED, THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN OR OTHER PERSONS DURING CONSTRUCTION, SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FDR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCESS OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT 15 THE GENERAL CONTRACTOR'5 RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE TH15 IMPORTANT REQUIREMENT. IMPACT SHALL. BY AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. P. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS OR FIT OF MATERIALS. G. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEEL .ITEMS NOT SHOWN HEREIN. H. COORDINATE 6IZE5 AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH PLUMBING, MECHANICAL AND ELECTRICAL REQUIREMENTS. 1. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE 51TE PLAN. J. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, 15 THE RESPONSIBILITY OF THE CONTRACTOR. K. THE M05T STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT BETWEEN SPECIFICATIONS, STANDARDS, CODES AND DRAWINGS. 1:�eI N A. DE51GN DATA I. ROOF DEAD LOAD .......... 20 P5F 2, ROOF LIVE LOAD 20 P5F 3. ATTIC FLOOR LIVE LOAD .20 PSF B. WIND LOADS TH15 STRUCTURE HAS BEEN DE5IGNED FOR WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE F=LORIDA BUILDING CODE, 2010 EDITION AND A6CE-1 A5 FOLLOWS: RISK CATEGORY , . ..... CATEGORY II ULTIMATE DESIGN WIND SPEED ... , .. , ... 139 MPH (3-5ECOND GUST) NOMINAL DESIGN WIND SPEED 1. 1 , , ... 108 MPH EXPOSURE CATEGORY .... 1. B BUILDING CLASSIFICATION ... ENCLOSED INT. PRE55URE COEFF. (+/-) 0:18 TH15 STRUCTURE (RISK CATEGORY II AND LANDWARD OF THE COUNTOUR LINE) 15 NOT IN THE WIND-BORNE DEBR15 REGION C. NOMINAL DE51GN WIND PRESSURES (MAIN WIND FORCE RESISTING SYSTEM): WINDWARD: WALLS = 13.1 PSF LEEWARD: WALLS = -3.4 PSF SIDE: WALLS = -4.8 PSF D. NOMINAL DESIGN WIND PRESSURES (COMPONENTS a CLADDING): IN I. A 3'-0" A >-,4 H - 12'-0" 2. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE. 3. PLUS # MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARDS 4 AWAY FROM THE SURFACES, RESPECTIVELY. 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA. NET JOIST/TRU55 UPLIFT = 0A, D + W (P5F): (D - 15 P5F, W = GRO55 PER TABLE) ZONE I: -11.9 P5F ZONE 2: -15.4 P5F ZONE 3: -15.4 P5F POUNC�04T I ONS A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: ALLOWABLE 50IL BEARING PRESSURE ............ 2000 PSF MODULUS OF 51 -15 -GRADE, 'K" .... ........... 150 PCI B. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS), THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHE5 LOOSE THICKNE55, AND COMPACTED TO A MINIMUM OFS5% OF THE 501L'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE PERFORMED IN EVERY SPREAD FOOTING PAD SUB -GRADE, C. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLESS NOTED OTHERWISE. G. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL, UNLE55 THE WALL 15 FULLY BRACED BY THE CONTRACTOFZ FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CONCRETE A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT (28) DAYS: SLAB ON GRADE, FOOTINGS, ELEVATED SLAB ............... 3000 PSI CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: 1. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE: CLEAN LIME STONE, SIZE 51, EXCEPT FOR FILL CELLS, WHICH SHALL BE SIZE 8. 4. NO CALCIUM CHLORIDE SHALL BE USED. B. ALL CONCRETE SHALL HAVE A SLUMP OF 4", PLUS OR MINUS 1', AND HAVE 2% TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 'C. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301, CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF ACI 318. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO A5TM A-615 GRADE 60, E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST (1) CRO55 WIRE WITHIN THE 8'. F. FIBER -REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS, AS MANUFACTURED BY FI15ERME5H CO. (NO SUBSTIT<JION PERMITTED), APPLIED AT THE RATE OF 3.0 1_55. PER CY, G. ALL'CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE", AGI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301. H. ALL REINFORCING DETAIL5 SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 5TRUCTURE5", ACI 315 LATEST EDITION, UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I. CONTRACTOR SHALL REVIEW ELECTRICAL, MECHANICAL AND PLUMBING REQUIREMENTS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, 5LEEVE5, SLAB DEPRESSIONS, SLOPES, ETC., A5 REQUIRED BY OTHER TRADES. THESE ITEMS 5HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. J. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF 5EAM5 AND AT SLAB EDGES, U.N.D. K. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC -TIPPED OR STAINLESS STEEL. L. THE FOLLOWING MINIMUM CONCRETE COVER 15 TO BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2' CONCRETE EXPOSED TO EARTH OR WEATHER, #6 THROUGH #18 BAR5. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IN BEAMS AND COLUMNS. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR SLABS, WALLS AND JOISTS, NI BAR AND SMALLER, M. HORIZONTAL FOOTING BARS 5HALL BE BENT 1'-0" AROUND CORNERS OR CORNER BAR5 WITH 2'-0' LAP SHALL BE PROVIDED. N. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE PER THE FOLLOWING TABLE, EXCEPT WHERE OTHERWISE. NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MID5PAN, U.N.O. REINFORCING - LAP LENGTHS BAR SIZE D1=615N WIND PRESSURINS (PSP). COMPONENTS AND CLADDING FOR NOMINAL, WIND SPEND (ASD) I EFFECTIVE #6 ROOF WALLS AREA (SF) ZONE I 32" ZONE 2 ZONE 3 ZONE 4 ZONE 5 0TO19.99 19.1/-20.9 25" 19.1/-24.4 19.1/-24.4 20.9/-22.6 20.9/-21.9 20 TO 49.99 18.6 /-19.8 ARCH. 18,6/-23.3 18.6/-23.3 19.9/-21.1 19.9/-26.0 50 TO 99.99 11.9/ -18.4 W 1-1.9 / -21.9 11,9 / -21.9 18.1 / -20.4 101 / -23.6 100 AND OVER 17.3/-173 MASONRY OPENING 17.3/-20.9 11.3/-20.9 Ill/ -19.5 1-1.1/-21 NET JOIST/TRU55 UPLIFT = 0A, D + W (P5F): (D - 15 P5F, W = GRO55 PER TABLE) ZONE I: -11.9 P5F ZONE 2: -15.4 P5F ZONE 3: -15.4 P5F POUNC�04T I ONS A. THESE PARAMETERS HAVE BEEN ASSUMED FOR THIS SITE: ALLOWABLE 50IL BEARING PRESSURE ............ 2000 PSF MODULUS OF 51 -15 -GRADE, 'K" .... ........... 150 PCI B. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS), THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHE5 LOOSE THICKNE55, AND COMPACTED TO A MINIMUM OFS5% OF THE 501L'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-1557. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE PERFORMED IN EVERY SPREAD FOOTING PAD SUB -GRADE, C. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. D. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. F. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLESS NOTED OTHERWISE. G. BACKFILL AGAINST A WALL SHALL BE PLACED EVENLY ON BOTH SIDES OF THE WALL, UNLE55 THE WALL 15 FULLY BRACED BY THE CONTRACTOFZ FOR LATERAL PRESSURE. SUCH BRACING, INCLUDING ITS DESIGN, 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL REMAIN IN PLACE UNTIL AFTER THE FLOOR SLAB OR OTHER STRUCTURAL ELEMENT BRACING THE WALL HAS BEEN CONSTRUCTED TO THE SATISFACTION OF THE ARCHITECT. CONCRETE A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT (28) DAYS: SLAB ON GRADE, FOOTINGS, ELEVATED SLAB ............... 3000 PSI CAST -IN-PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: 1. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE: CLEAN LIME STONE, SIZE 51, EXCEPT FOR FILL CELLS, WHICH SHALL BE SIZE 8. 4. NO CALCIUM CHLORIDE SHALL BE USED. B. ALL CONCRETE SHALL HAVE A SLUMP OF 4", PLUS OR MINUS 1', AND HAVE 2% TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 'C. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301, CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF ACI 318. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO A5TM A-615 GRADE 60, E. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. W.W.F. SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST (1) CRO55 WIRE WITHIN THE 8'. F. FIBER -REINFORCED CONCRETE 15 AN ACCEPTABLE ALTERNATIVE TO WELDED WIRE FABRIC. REINFORCED CONCRETE FIBERS SHALL BE 100% VIRGIN POLYPROPYLENE FIBRILLATED FIBERS, AS MANUFACTURED BY FI15ERME5H CO. (NO SUBSTIT<JION PERMITTED), APPLIED AT THE RATE OF 3.0 1_55. PER CY, G. ALL'CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE", AGI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301. H. ALL REINFORCING DETAIL5 SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE 5TRUCTURE5", ACI 315 LATEST EDITION, UNLE55 DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. I. CONTRACTOR SHALL REVIEW ELECTRICAL, MECHANICAL AND PLUMBING REQUIREMENTS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, 5LEEVE5, SLAB DEPRESSIONS, SLOPES, ETC., A5 REQUIRED BY OTHER TRADES. THESE ITEMS 5HALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. J. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, 15 NOT INCLUDED. HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF 5EAM5 AND AT SLAB EDGES, U.N.D. K. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC -TIPPED OR STAINLESS STEEL. L. THE FOLLOWING MINIMUM CONCRETE COVER 15 TO BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 2' CONCRETE EXPOSED TO EARTH OR WEATHER, #6 THROUGH #18 BAR5. 1 1/2" CONCRETE EXPOSED TO EARTH OR WEATHER, #5 BAR AND SMALLER. 1 1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS AND SPIRALS IN BEAMS AND COLUMNS. 3/4" CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH EARTH FOR SLABS, WALLS AND JOISTS, NI BAR AND SMALLER, M. HORIZONTAL FOOTING BARS 5HALL BE BENT 1'-0" AROUND CORNERS OR CORNER BAR5 WITH 2'-0' LAP SHALL BE PROVIDED. N. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE PER THE FOLLOWING TABLE, EXCEPT WHERE OTHERWISE. NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MID5PAN, U.N.O. REINFORCING - LAP LENGTHS BAR SIZE #3 #4 115 #6 1" 12 FT. TOP BAR ' 24" 32" 40" 48" 5ro" t COARSE AGGREGATE 15 SPECIFIED BOT BAR 18" 25" 31" 31" 43' ALTERNATE/ALTERNATIVE TOP BAR 15 DEFINED AS ANY HORIZONTAL BAR WITH 12" OR MORE OF CONCRETE PLACED BELOW THE BAR O. THE MAXIMUM SPACING OF SLAB CONTROL/CONSTRUCTION JOINTS SHALL BE AS SHOWN IN THE FOLLOWING SCHEDULE (UNLESS NOTED OTHERWISE ON THE FOUNDATION PLANS): CONTROL JOINT SPACING SLAB THICKNESS (IN,) AGGREGATE SIZE LESS THAN 3/4" GREATER THAN 3/4" * 4 IN, 8 FT. 12 FT. 5 IN. 10 FT. 13 FT. (o IN, 12 FT. 15 FT. t COARSE AGGREGATE 15 SPECIFIED THE MAXIMUM ASPECT RATIO (L/W) FOR CONTROL/CONSTRUCTION JOINTS SHALL BE 1.25. w()0 PRXI 1IN A. ALL SOLID SAWN (65) FRAMING LUMBER TO BE A5 FOLLOWS: I. RAFTERS/JOISTS...................... . ............... #2 5YP 2. WALL PLATES.........................................#2 5YP, U.N.O. 3. WALL HEADERS.......................................#2 5Y 4. WALL STUDS..........................................#2 SYP, U.N.O. B, ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE A5 FOLLOWS: I. ALL STRUCTURAL COMPOSITE LUMBER (5CL) TO BE PROVIDED BY TRUSJOIST OR EQUIVALENT. a. BEAMS b. COLUMNS LSL - 1.55E LSL - 1.3E LVL -1.9E LVL -1.8E P5L - 2.0E 2. ALL I -JOISTS TO BE PERFORMANCE RATED I-JO15TS (PRI) 40, U.N.O. 3. ALL EWP TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS, C. ALL SHEATHING TO BE AS FOLLOWS: I. ALL SHEATHING TO BE APA OR TECO RATED. 2. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. 3. NOMINAL PANEL THICKNE65ES 5PECIFIED ON PLAN TO BE A5 FOLLOWS: a. x/16 - ,42i" THICKNESS - 24/0 SPAN RATING b. 15/32" - .4ro9" THICKNE55 - 24/16 SPAN RATING G. 19/32" - .594" THICKNESS - 32/i6 -SPAN RATING d. 23/32" - ,719" THICKINESS - 48/24 SPAN RATING D. ALL ATTACHMENTS SHALL BE A5 INDICATED IN FBG TABLE 2304.9.1, U.N.O. E. METAL CONNECTORS TO BE PROVIDED BY SIMPSON STRONG -TIE. REFER TO 2013-2014 SIMPSON WOOD CONSTRUCTION CONNECTORS CATALOG FOR ADDITIONAL INFORMATION. ALTERNATE CONNECTORS WITH EQUIVALENT OR HIGHER LOADS MAY BE USED IN LIEU OF 5PECIFIED COMPONENT5. P. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE A5 FOLLOWS: I, 8d - .131" x 2 1/2" 2. 10d - .148" x 3" 3. 12d - .148" x 3 1/4' 4. 16D - .162' x 3 1/2' Ufa TUcz;�_ c A. TRU55 MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER. SPECIALTY ENGINEER SHALL SUPERVISE THE CU5TOM DESIGNING OF TRUSSES, BRACING, THE PREPARATION OF STRUCTURAL CALCULATIONS AND SHOP DRAWING5 AND SUBMITTALS FOR TRUSS SYSTEMS, AND SHALL SIGN AND SEAL ALL SUBMITTALS. B. DESIGN IN ACCORDANCE WITH TPI SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSE5. C. TRUSSES SHALL BE PREFABRICATED FROM DIMENSION LUMBER CONNECTED BY PLATE CONNECTORS MANUFACTURED BY A MEMBER FIRM OF TPI, D, MAXIMUM TRUSS SPACING 2'-0' O.C., U.N.O. HAND FRAMING SHALL BE lo' OC., U.N.D. E, SUBMITTALS SHALL INDICATE DESIGN WIND SPEED, HEIGHT ABOVE GROUND, AMOUNT OF :;PLIFT AT BEARINGS AND GRAVITY LOADS, F; L CONNEC7ION5 SPECIFIED SHALL BE CHECKED AND MODIFIED A5 REQUIRED TO LO11PLY W/ UF`LIFT REQUIREMENTS OF THE SHOP DRAWING5. GIRDER TRU55E5 SHALL BE DESIGNED TO FUNCTION ALSO A5 DRAG STRUTS. TRUSS DESIGN 51.I5MITTAL6 AND ERECTION INSTRUCTIONS SHALL SHOW BOTH UPLIFT AND LATERAL LOAD REQUIREMENTS AT ENDS OF EACH GIRDER TRUSS. H. TOP AND BOTTOM CHORDS SHALL BE GROUP II SPECIES LUMBER, 2x NOMINAL MINIMUM DIMENSION, I. EACH TRUSS TYPE SHALL BE CLEARLY IDENTIFIED AND LOCATED ON A TRUSS FRAMING PLAN SHOWING EACH TRUSS LOCATION. J. WOOD EXP05ED TO WEATHER OR IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE TREATED No. 2 S,Y,P. OR No. 2 D.P. CONNECTORS AND FASTENERS FOR PRESSURE TREATED WOOD REQUIRE ADDITIONAL PROTECTIVE COATING (SEE WOOD FRAMING NOTES). K. INSTALL HURRICANE CLIPS, TIES AND TRU55 ANCHORS PER MANUFACTURER'S WRITTEN SPECIFICATIONS AND CATALOGS. L. THE CONNECTORS SHOWN ON THE PLANS OR THE DETAILS ARE THE MINIMUM 517E AND CAPACITY ACCEPTABLE. lcn_�l�M47� INS A. PLYWOOD ROOF SHEATHING ROOF DECK 5HALL BE 7/16" OSB, EXPOSURE 1, APA RATED 24/16 OR 15/32" PLYWOOD, EXF05URE 1, GRADE C -D, APA RATED 32/16, SPECIFIC GRAVITY = 0.49 OR GREATER. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING. FASTENERS FOR THE ROOF SHEATHING SHALL BE AS FOLLOWS: MINIMUM 8d RING SHANK NAILS 6" O.C. ALONG EDGES AND BLOCKING, AND MINIMUM 8d RING SHANK NAILS 12' O.C. ALONG INTERMEDIATE SUPPORT. B. _PLYWOOD WALL SHEATHING WALL SHEATHING SHALL BE 7/Iro 058, EXPOSURE I, APA RATED 24/16 OR 15/32" PLYWOOD, EXPOSURE 1, GRADE C -D, APA RATED 24/1ro. ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING. FASTENERS FOR THE WALL SHEATHING SHALL BE AS FOLLOWS: MINIMUM 8d NAILS 6" O.C. ALONG EDGES AND BLOCKING, AND MINIMUM ad NAILS 12" O.C. ALONG INTERMEDIATE SUPPORT. C. PLYWOOD FLOOR SHEATHING FLOOR DECK SHALL BE 23/32" EXPOSURE 1, C -D PLYWOOD GLUED AND NAILED, ALL END JOINTS SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING. FASTENERS FOR THE FLOOR SHEATHING SHALL BE A5 FOLLOWS: MINIMUM 10d NAILS 6" O.G. ALONG EDGES AND BLOCKING, AND MINIMUM 10d NAILS 12" O.C.ALONG INTERMEDIATE SUPPORT, C)WIO�1710-N N07MS A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPES, UTILITIES, POWER LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE PROCEEDING WITH THE WORK. I B X Or eT U C T U p4 L� PAGE SHEET TITLE 1 5-1.1 GENERAL STRUCTURAL NOTES 2 5-2.1 FOUNDATION AND ROOF FRAMING PLANS 3 5-2.2 ELEVATIONS, WALL SECTION AND TRUSS PROFILE 4 5-3.1 FOUNDATION DETAILS 5 5-4.1 FRAMING DETAILS A.B. ANCHOR BOLTS MANUP. MANUFACTURE /MANUFACTURER AGI AMERICAN CONCRETE INSTITUTE MATL MATERIAL AISC AMERICAN IN.3TITUTE OF STEEL MAX. MAXIMUM CONSTRUCTION MB MASONRY BEAM A151 AMERICAN IRON AND STEEL INSTITUTE MD METAL DECK ALT ALTERNATE/ALTERNATIVE MECH, MECHANICAL ARCH. ARCHITECTURE/ARCHITECTURAL MEZZ MEZZANINE ASTM AMERICAN SOCIETY FOR TESTING AND MIN, MINIMUM W MATERIALS MISC. MISCELLANEOUS AWS AMERICAN WELDING SOCIETY MO MASONRY OPENING MTL METAL B/ BOTTOM OF BB BOND BEAM N.I.C. NOT IN CONTRACT BLDG BUILDING NOM NOMINAL BLK BLOCK N.T.5. NOT TO SCALE BM BEAM N.W.T. NORMAL WEIGHT TOPPING BP BASE PLATE/BEARING PLATE BRG BEARING O.C. ON CENTER BTJ BOLTED TIE JOIST OPNG OPENING OFF. OPPOSITE CANT CANTILEVER �4 CB CONCRETE BEAM PCC PRE -CAST CONCRETE CC CONCRETE COLUMN PL PLATE CJ CONTRACTION JOINT/CONTROL JOINT PLY, PLYWOOD CL CENTERLINE PRE -ENG PRE-ENGINEERED CMU CONCRETE MASONRY UNIT PREFAB PREFABRICATED CLR. CLEAR/CLEARANCE PROJ PROJECTION COL COLUMN PSF POUNDS PER SQUARE FOOT CONC. CONCRETE PSI POUNDS PER SQUARE INCH CONNX CONNECTION PT PRE65URE TREATED CONST CON5TRUCTION PW PANEL WIDTH CSJ CONSTRUCTION JOINT RCP REINFORCED CONCRETE PIPE DEPT DEPARTMENT R.A. ROOF DRAIN DET, DETAIL REF REFERENCE DPT DRY FILM THICKNE55 REINP REINFORCING DIA. DIAMETER READ. REQUIRED DIM DIMENSION RW RETAINING WALL DIST DISTANCE DN DOWN SA STUD ANCHOR DR DRAIN 5CHED SCHEDULE DWG DRAWING 5F STEPPED FOOTING SIM. SIMILAR EA. EACH SPC SPACE/SPACES EE EACH END 5PEC-5 SPECIFICATIONS EF EACH FACE 5Q. SQUARE EL ELEVATION 55 STAINLESS STEEL EMB EMBEDME-NI-- SSL SHORT-5LOTTED HOLEj ENGR ENGINEER 5TD STANDARD E05 EDGE OF SLAB 5TL STEEL EW EACH WAY RECUR COPY 5TRUC STRUCTURAL EXIST. EXISTING 5YM SYMMETRICAL EXT. EXTERIOR T/ TOP OF F.D. FLOOR DRAiiN T 4 B TOP AND BOTTOM FF FINISH FLOOR T 4 G TONGUE AND GROOVE FLR FLOOR TB TIE BEAM FTG FOOTING THD THREAD/THREADED P.V. FIELD VERIFY THK THICK T5 TUBE STEEL IA. GAGE/GAUGE TYP. TYPICAL GALV. GALVANIZED G.C. GENERAL CONTRACTOR U.N.O. UNLE55 NOTED OTHERWISE GLU-LAM GLUE -LAMINATED G.N. GENERAL NOTES VERT. VERTICAL VOL VOLUME H.A.5. HEADED ANCHOR STUDS HORIZ. HORIZONTAL W WIDE FLANGE H55 HOLLOW STRUCTURAL 6ECTION5 W/ WITH HT. HEIGHT W/D REVIEWED FOR CODE COMPLIANCE WITHOUT WD WOOD INT. INTERIOR..� WF WALL FOOTING JST PLANS EXAMINER JOIST It)' -�'" � ,�. WH WP WEEP HOLE WATERPROOF JT JOINT DATE W.P. WORKING POINT W.W.F. WELDED WIRE FABRIC LDH LONG DI"r1; 1510N HORIZONTAL LDV LONG DIMENSION VERTICAL SANFORD BUILDING DIVISI LGTH LENGTH LLH LONG LEG HORIZONTAL: A PERMIT ISSUED SHALL BE CONSTRUED' LLV LONG LEC-. VERTICAL LICENSE TO PROCEED WITH THE WORK ANC AUTHORITY TO VIOLATE, CANCEL, ALTER ASIDE ANY OF THE PROVISIONS OF THE TE( CODES, NOR SHALL ISSUANCE OF A PERMIT 9� I THE BUILDING OFFICIAL FROM THEREAT REQUIRING CORRECTION CONS RUCT ON ORVIOLATIONS OF HIS A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER EXP05ED TO WEATHER OR IN DIRECT GROUND CONTACT (DECK/BALCONY BOARDS, JOISTS, POSTS, ETC.) SHALL BE PRESSURE PRESERVATIVE TREATED TO A LEVEL RATED FOR THE SPECIFIC APPLICATION. BORATE -TREATED WOOD SHALL NOT BE USED AS/FOR STRUCTURAL MEMBERS EXPOSED TO WEATHER OR IN DIRECT GROUND CONTACT, UNLESS SPECIFICALLY RATED BY THE MAUFACTURER/TREATER AS ADEQUATE FOR THE USE. B. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE PRESERVATIVE TREATED TO RE515T DECAY. C. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT WITH CORROSIVE MATERIALS (ACO, CA -B, CBA -E, ETC.) SHALL BE Z -MAX COATED, HOT DIPPED GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. D. STAINLE55 STEEL AND ,ZINC -PLATED (Z -MAX, HDC, ETC.) FASTENERS AND CONNECTOR5 MAY NOT BE COMBINED. U5E ONLY 5TAINLE56 STEEL FA5TENER6 WITH 5TAINLE55 STEEL CONNECTORS. USE ONLY ZINC -PLATED FA5TENER5 WITH ZINC -PLATED CONNECTORS. E. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD BASED AND METAL PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR APPLICATIONS 15 NECE55ARY FOR CONTINUED LONG-TERM SATISFACTORY PERFORMANCE. 1ir=0 R D r V a1 tet' V � � Z U o0 U V z �yr�c�rn�W cn�n�nWk-I w c UQ %.W,g a�z ♦� 1,p Zoe -��P,wW uj !` LuYnn✓. cz C/) NO NO Val :l M i oul l ,1. 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 A REVISIONS DATE: 09/05/2014 SCALE: AS NOTED DRAWN: ASD APPROVED: RDD JOB NO: 14-1(6,0 SHEET w Or m m w C) W M h� ^ w W �4 .a U U 0 - NO NO Val :l M i oul l ,1. 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 A REVISIONS DATE: 09/05/2014 SCALE: AS NOTED DRAWN: ASD APPROVED: RDD JOB NO: 14-1(6,0 SHEET w Or m m w 1 5-2.2 261-01 SWS 12'-011 SWS 1 3 30 3030 WIN OLIJ WINDOW 19 3030 WINM0 I 6-3.1 13'-01 , 5W5 131-0" 5 V5-"2,2 (2) JAMS STUDS AND (2) FULL HEIGHT STUDS (TYP: GARAGE DOOR) LEGEND 3 INDICATES WOOD FRAME WALL 5-2.2 2x4 5TUD5 m 1�•" O.C. "ew INDICATES SHEAR WALL SEGMENT SEE DET. 2/5-4.1 ® SDI HOLD-DOWN DET. 3 5-4. L SCALE: 1/4" = 1'-0" o FOR GENERAL NOTE: 5, SEE SHEET 5-1.1. O CONCRETE 5LA5 ON TRADE SHALL HAVE MINIMUM THICKNE65 AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE 5UB-GRADE, THE SUSGRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION). A 6 -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE. REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4" SLAB ON GRADE REINFORCEMENT SHALL BE PER OPTION "Al" OR "A2" A5 INDICATED BELOW: A1. 6x6 - W2.1xW2.1 WWF REINFORCEMENT AT CENTER OF SLAB, OR A2. FIBERME`.:+-I 660 APPLIED AT THE RATE OF 3.0 L55 PER CY OT/FLOOR ELEV. = 100'-0" U.N.O. THIS 15 A REFERENCE ELEV. ONLY. 5EE CIVIL DUJGS. FOR TRUE ELEv. ABOVE MEAN SEA LEVEL. �4 PROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS a LOCATIONS INDICATED BY "CJ" ON PLAN, OR AS SPECIFIED IN GENERAL NOTES, SEE DET. O BOTTOM OF FOOTING, SHALL BE 1'-0" MIN. BELOW FINISH GRADE. O PROVIDE CORNER REINFORCEMENT PER DET, 6/5-3.1- O COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWG,`?. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. FOOTINCPSHEDULJE FOOTING 51ZE FOOTING REINFORCEMENT — TD516 2x4 OUTRIGGERS NOTES MARK a 11 24" MAX. O.G. m REl GJ W x L BOTTOM TOP TDS16 20" I'-4" x CONT. (2) 05 CONT. (1) #5 CONT. O 0 0 2) 2x 2) 2xE'; cv I SLOPE +--- 2 5 TRUSS 5-3.1 5-2.2 W.5 �9 Sl I QC 4" CONC. 51-45 (TYPJ p O 101.011 pQ 0 ATTIC 5P CE 5ELOW Q j 9 SL. 9 5-4.1 *T/CEFONC. EL. 100'-0' IT Ik m� TF -)516 ra 3030 WINM0 I 6-3.1 13'-01 , 5W5 131-0" 5 V5-"2,2 (2) JAMS STUDS AND (2) FULL HEIGHT STUDS (TYP: GARAGE DOOR) LEGEND 3 INDICATES WOOD FRAME WALL 5-2.2 2x4 5TUD5 m 1�•" O.C. "ew INDICATES SHEAR WALL SEGMENT SEE DET. 2/5-4.1 ® SDI HOLD-DOWN DET. 3 5-4. L SCALE: 1/4" = 1'-0" o FOR GENERAL NOTE: 5, SEE SHEET 5-1.1. O CONCRETE 5LA5 ON TRADE SHALL HAVE MINIMUM THICKNE65 AS INDICATED ON THE PLAN AND SHALL BE FULLY SUPPORTED OVER THE 5UB-GRADE, THE SUSGRADE SHALL BE PREPARED AND TREATED FOR TERMITES AS SPECIFIED IN THE GENERAL NOTES (FOUNDATION). A 6 -MIL POLYETHYLENE VAPOR BARRIER SHALL BE PLACED OVER THE TREATED SUBGRADE PRIOR TO PLACEMENT OF THE CONCRETE. REINFORCEMENT SHALL BE AS INDICATED BELOW AND IN ACCORDANCE W/ THE GENERAL NOTES: A. 4" SLAB ON GRADE REINFORCEMENT SHALL BE PER OPTION "Al" OR "A2" A5 INDICATED BELOW: A1. 6x6 - W2.1xW2.1 WWF REINFORCEMENT AT CENTER OF SLAB, OR A2. FIBERME`.:+-I 660 APPLIED AT THE RATE OF 3.0 L55 PER CY OT/FLOOR ELEV. = 100'-0" U.N.O. THIS 15 A REFERENCE ELEV. ONLY. 5EE CIVIL DUJGS. FOR TRUE ELEv. ABOVE MEAN SEA LEVEL. �4 PROVIDE SLAB CONTROL/ CONSTRUCTION JOINTS a LOCATIONS INDICATED BY "CJ" ON PLAN, OR AS SPECIFIED IN GENERAL NOTES, SEE DET. O BOTTOM OF FOOTING, SHALL BE 1'-0" MIN. BELOW FINISH GRADE. O PROVIDE CORNER REINFORCEMENT PER DET, 6/5-3.1- O COORDINATE W/ PLUMBING, ELECTRICAL, MECHANICAL DWG,`?. FOR ALL FLOOR DRAIN, ELECTICAL CONDUIT, AND A/C MECH. CHASE LOCATIONS. FOOTINCPSHEDULJE FOOTING 51ZE FOOTING REINFORCEMENT FOOTING 2x4 OUTRIGGERS NOTES MARK a 11 24" MAX. O.G. REl T W x L BOTTOM TOP TDS16 20" I'-4" x CONT. (2) 05 CONT. (1) #5 CONT. O >2.2 61 � 2x4 OUTRIGGERS T/W a 11 24" MAX. O.G. REl (TYP.) ADE4 EAID E 2) 2x 2) 2xE'; TRUSS 101.011 ATTIC 5P CE 5ELOW j 9 9 5-4.1 IT Ik ra > 10 SLOPE �� SLOPE v C W _� ``--ATTIC ACCESS IL1 - c_ FINAL LOCATION Z � = �U PER OWNER (L JG I c, TRU55 A 2) 2x T/WALL` REF. EL. 10' 8 � 5-4.1 5_4.1 TYP, 3 5-2.2 - poop ppxwl INS, L.,4N 2 SCALE: 1/4" = 1'-0" 00 74rlIN NOTEE). OFOR GENERAL STRUCTURAL NOTES, SEE SHEET 5-1.1. 0 ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD OR x/16" 058. ATTACH SHEATHING PER GENERAL NOTES AND PER ROOF SHEATHING DETAIL "C". OFLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD. ATTACH SHEATHING PER GENERAL NOTES AND PER FLOOR SHEATHING DETAIL P 9. FOR ROOF TRU55 PROFILES, REFER TO PRE-ENGINEERED TRUSS MANUF. DRAWINGS AND CALC5, 0 ROOF FRAMING ON THIS PLAN SHALL BE PRE-ENGINEERED WOOD TRU55ES UNLESS NOTED OTHERWISE. FRAMING IS DIAGRAMMATIC ONLY. CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY AN ENGINEER REGI5TERED IN THE STATE OF FLORIDA, PRIOR TO COMMENCEMENT OF FABRICATION, CALCULATIONS SHALL INCLUDE WIND UPLIFT LOADS. ALL CC NNECTION5 SPECIFIED SHALL BE CHECKED AND MODIFIED AS REaUIRED TO COMPLY WITH UPLIFT REaUIREMENT5 OF THE SHOP DRAWINGS. ALL EXTERIOR WALLS ARE LOAD BEARING. ROOF TRUSSES SHALL NOT BEAR ON INTERIOR WALLS U.N.O. 0 PLYWOOD ROOF DIAPHRAGMS SHALL 5E CONSTRUCTED IN ACCORDANCE WITH 2010 EDITION OF FLORIDA BUILDING CODE. 0 FOR WOOD TRU55 NOTES, SEE GENERAL NOTES. O HEADERS INDICATED ON PLAN ARE THE MINIMUM REaUIRED BY DESIGN, ADDITIONAL PLIES SHALL 5E ADDED TO PLUMB W/ INTERIOR FACE OF FRAME WALL. ALL EL, 100'-0" T2" 2 5-2.2 T2" -?e. el d .S «tJs IF Vk ( b Z_ FLOOR SHEATHING (TYPICAL FOR SECOND FLOOR): Z_ROOF SHEATHING: ROOF DECK SHALL BE 1/16" OSB, EXPOSURE 1, APA RATED 32/16 OR 15/32" FLOOR DECK SHALL BE 23/32" T4G PLYWOOD, GLUED AND NAILED. ALL END JOINTS PLYWOOD, EXPOSURE 1, GRADE C -D, APA RATED 32/16. ALL END JOINTS SHALL SHALL BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS, LONG DIMENSION BE STAGGERED 1/2 PANEL LENGTH IN ALTERNATING ROWS. LONG DIMENSION SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: USE 10d SHALL BE PERPENDICULAR TO FRAMING, WITH FASTENERS AS FOLLOWS: NAILS 'w 6" O.C. ALONG ALL EDGES AND SHEAR BLOCKING. USE 10d NAILS a 12" O.C. USE ad NAILS a 6" O.C. ALONG ALL EDGES AND SHEAR BLOCKING. ALONG ALONG INTERMEDIATE SUPPORT. USE ad NAILS 12" O.C. ALONG ALONG INTERMEDIATE SUPPORT. ROOD &HE4THING DMT,4f L SCALE : 1/0" = 1'-0" SCALE : I/a" = 1'-0" ♦ `v V �n � Q U O zz Lz WW LLJ w WU4q `a FQ�oo00 o Z o Lijw � -,aa,ww� uj ''r u Lw M A � - pj Nol inn id o. .trout 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS DATE: 09/05/2014 SCALE: 45 NOTEp DRAWN: APPROVED: RDD JOB NO: 14-1roO SHEET 12 12 --- r- _ r=-- _ _ r_�_ - - r_^- r _ _ _ r_-_ 1 - - r �._ - z-_ _ z� - - z z_.._._ SHINGLE 5 �T- _ rte-r� r� r=- r v r� _ rT -- `_ - z 77777 G'=� =Z rte✓ f�.-=r,_ —� '�'�'_..C_' _Z� TRUSS BRG TRUSS ERG. _ REF. EL. I00' -0'q1 -/'REF. EL. 108'-O' T/ARAGE DOOR�T/WINDOWS — _ RT/EDFO.OR fi d� EL. 106'-8" REF. EL. 101'-0 / / REF. EL. 1071'-O' © U •, PLYWOOD 12 U O ROOF SHEATHING 1 V PER GEN. NOTESz T/GONG. SLAB T/GONG. SLAB 9 Lu y 4,w J REF. EL. 100'-0'1--'�_ - REF. EL. 100'-O' N _ v 5-4.1 w ,, c� Uw <� LE x 4T ION � STUCCO FINISH STUCCO FINISH NORTH 1 � SCALE: I/4 1'-0" PER OWNER SCALE: I/4' = -O PER OWNER PRE-ENGINEERED 1,r wREF. EL. 108-O TRUSS BRG. WOOD TRUSSES W a a w w r FVENTED F RIDGE VENT: � a 24" O.C. MAX PROVIDE MIN. NET FREE AREA = 202 SQ. IN. SEE PLAN VENT SHALL HAVE FL PRODUCT APPROVAL 2x BLOCKING SOFFIT 2'-O" A REQUIRED AREA CALCULATION: (1/300) x (30 FT.) x (28 FT.) x (144) x (1/2) -- _-- 1/2" NDN -SAG Lu __ -- r--- r--- =- r.�- GYP. O ARD x 12 12 il�/1CEILING ASPHALT .. PROVIDE MID-HEIGHT_1 1 SHINGLES -_ -; r - - E— 2 : --=*. s= ---,� = - -- --=�z �� BLOCKING z =_ z STUCCO FINISH ___�_✓ _._.__ .v._r ___ ^..r � � r _.__ __� ._.... �-1 � ____.._. __:� PER OWNER Z__- -z_ _ - T_ - �� =�_. - =z= =L� PT 2x SILL PLATE _.. -- -= W/ 1/2' DIA. A.B. / : �_✓ _.� _r i �� - WALL SHEATHING \ _ CONE SIDE) 7— 77 _ _ 7 - - T _ rte__ - -_ z - SEE DET. 2/S-4.1 -�-z �'-- �- -z -- w: r� __ .�z PER GEN. NOTES SIMP50N 55P TRUSS BRG. TRUSS BRG- 1 � STUD TO PLATE ® • REF. EL. 108'-O' REF. EL. 105'-0' / rT� T/WINDOW 5-3.1 � Iro" O.C. REF. EL. 101'-O�� / FINISH GRADE GONG. SLAB `✓ _ ON GRADE T/GONG. L 4 SEE PLAN `rT/ F�4+� REF, EL. 100'_Xl O° T/CONC. SLAB B SEE T/GONG. SLAFOOTING REF. EL. 100'-0 _ REF. EL. 100'-0' SEE PLAN ^ II I IIIIII F��� r®T &OUT H SLEY4TION STUCCO FINISH W eT L YAT10\ STUCCO FINISH T 7I,4L� SCALE: 1/4" 1'-0" PER OWNER SCALE: 1/4" = 1'-0" PER OWNER SCALE: 1/2 = 1'-0" � W � 14; W ► ,.3 -r- p"c.e -To-Q55 �4 1 tv,� vary �rr 7r r 5trz a7r � 3fgr airr 'e 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. N0, 49782 12 12 12 12 2x(o TOP CHORp-,,,� 2xro TOP CHORD 2x 1 1 2x(o TOP CHORD REVISIONS r� TOP CHORD_\ \ \ �4 -i CA 2x4 OUTRIGGERS 3' r U 24" O.C. -On Ql Q SEE PLAN CLR CTYPJ- CCI U \ 10'-0" CLR. TRUSS BRG_ TRU55 BRG. \` REF. EL. 105'-0' PLYWOOD FLOOR SHEATHING REF. EL. 10a' -O' - - D,�rE: 09/sa5/2 D1�- PER GENERAL NOTE 2x8 BOTTOM CHORD Ct SCALE: D 2'-�" 8'-O" 10'-0" 5'-0" 2'-0" 2'—�n 2�''0" � 2'-O" AS NOTE 2(o'-0" 30'-O" 2x8 BOTTOM CHORD DRAWN: ASD dues IIT 1 IILi�� 11=r2 11 APPROVED: RDD orp,uee PROFILE fm0FI JOB NO: 14-160 SCALE: 3/8" = I' -O" SCALE: 3/8" = 1'-0" SHEET S 29 ill S J r �n U up Q` � z w M az wn � � �r-lawwd uj LU�r 14 • M ' w w h A ® W Nut Vollrl r,:llr i S,ra/ • 9r 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS DATE: 09/05/2014 SCALE: AS NOTED DRAWN: ASD APPROVED: RDD JOB NO: 14-1(oO SHEET S®3.1 S J NOTES: I. SEE PLAN FCR OPENINGS WHICH REQUIRE ADDITIONAL_ JAMB/FULL HT 5TUD5. ROOF TRU55 BEARING OR 16d 5PIKE5 a" O.C. STAGGEREE ' (2, WALL =ULL LENGTH STUDS (MIN. ----- DBL TOP PLATE + + + + + W/ SSP OR 6P6 1T F= A. 5'rUD CONTINUOUS HEADER SEE PLAN (GLUED 410, NAILED WHEN USING SIMPSON LSTA24 PLYWOOD FLITCH STRAP HEADER TO SIMPSON SP2 EACH JAMB STUD EACH CRIPPLE= (TYP. EA. END) �-HEADER JAMB STUD (SEE NOTE I)A CONNECTOR REQ' PT 2x SILL I�LATE \-NO CONT. W/ 55P -Al_�� _rte_ -_r_r �__�r __ �_. - EA. 5TUD� OMITTED AT DOOR OPENINGS SILL PLATE A.B. SEE DET, 2/5-4.1 T�7 I Sp4L. OPN I, N.T.S.. EXT. PLYWOOD SHEATHING SEE 5HEARWALL E=LEVATION ' -2x WOOD STUDS 'o 16" D.C. (TYP.) R -2x SILL PLATE (BEYOND) fi SAN CORNER 1�F.7441L. N.T.S. SIM�SON HOLD CONC. ANCHOR ALTERNATIVE SILL PLATE ANCHORS MARK SILL PLATE ANCHORS DOIUN. EA. END BOLT EACH END (SIMPSON TITEN HD) (J -BOLT) I/2" PIA. I/2" DIA. A HDU2-5DS2.5 5/a" (DET. 3/54.1 a 4a" MAX. O.C. Q 4a" MAX. O.G. C3 I/2" MIN. EMC3EDI C�" MIN. EMBED) . [DIAPHRAGM OR DRAG ELEMENT MTS12 EA. STUD Q HEADER LOCATIONS (TYP.` EE NOTE 2 SIMP50N SSP EACN C1 STUD (TYP. &H M 4 FR LU A N.T.S. NOTCH PLYWOOD AROUND VERT. WEBS 4 NAIL INTO TOP OF TRUSS BOTTOM CHORD, TYP, EDGE OF SLAB I FACE OF 5TUDS PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRUSSES o 24' O.C. SEE PLAN I� IS01�1ETRIG. 12 x BLOGKII,IG NOTES: USE ad NAILS 2. NAIL SPACING: 6' ALONG EDGES OF PANELS 12" AT INTERMED. FRAMING MEMBERS 3. SHEATHING NEED E= BFASTENED ON AT LEAST ONE VDACE OF INTERIOR ALLS. OUPLE STUDS —SOLID 2x BLOCKING AT ALL PANEL EDGE5 SILL PLATE ANCHORS SEE SCHE=DULE ---HOLD-DOWN ANCHOR BOLT SEE SCHEDULE AND PLAN \447 I OLOCCAT ONSFOR I �l 2"x6" NAILER TO SIDE OF GABLE WEBS 4'-0" OR LONGER W/ 10d � 4" O.C. (TYP) GABLE END TRUSS 2"x4" NAILER W/ 4-10d /— TOP 4 BOTTOM CHORD 4" 23/3 LYWOOD FLOOR \I S ATHING PER GEN. NOTES { _ATTIC TRUSSE=S (TYP) f BLOCKING BETWEEN ATTIC TRUSS VERT. WEBS Q ATTIC, OPENING FOR 4 5AY5 (TYP) NAIL BOTTOM CHORD TO PLATE W/ 16d 0 a" O.C. PT 2x SILL PLATE= BE=TWEEN BLOCKING GABLE WALL 2x BLOCKING PANE=L TO MATCH PER PLAN [DEPTH OF BOTT. CHORD FOR (2) BAYS a 6'-O" O.G. 15/32" PLYWOOD WALL SEE DETAIL SHEATHING W/ ad 'a 3" O.C. EDGES AND 6" O.G. FIELD TYP FOR 4 BAYS C�)p fill U 74IN N.T.S. 12 EDGE OF SLAB FACE OF STUDS PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRU55E5 Q 24" O.G. SEE PLAN 2x BLOCKING —CF7 TRUSS BRG. TRU55 BRG. SEE PLAN[ ] SEEP; PLAN C ] np� VENTED\\-TRU55 TO TOP PLATE VENTE=D - TRU55 TO HEADER SOFFIT SIMPSON HIDA SOFFIT-// OFFIT SIMPSON HIDA (TYP. EA. TRUSS) (TYP. E=A. TRUSS) 21-0"2'-0" All TOP PLATE TO STUD 51MP50N 55P STUCCO FINISH OR 5P6 PER OWNER--/ EA. STUD HEADER STUCCO FIN15H2-PLY MICROLAM LVL PER OWNER (3 1/2" x 11 1/4") - --- 2x4 WOOD STUDS` -BUILT-UP JAMB 6 16" O.C. BEYOND 1 ROOF TfRuee t0 r- >4 UJ04LL S ROOP TRU&& TO H 4 SCALE: 1 1/2" = 1'-0 SCALE: 1 1/2" = I'-0" 5/a" DIA. ANCH. EPDXY GROUTE=D W/ '; EMBED INTO CONC -,-)UBL.E 2x STUD SIMP50N HDU2-61D62.5 W/ (6) SDS 1/4" X 2 1/2" eHE?4FRUJ4LL H OL - OWN DET41L SCALE: 1 1/2" = 1'-0" NOTES: I. GABLE TRU58E;5 SHALL HAVE 2x6 ADDED TO THE vE=hj,�ITICAL 2x4 IF THE HEIGHT EXCEE=DS 4'-0", WITH THE ADDED 2x6 FORMING AN "L" SHAPE, U51NG 12d NAILS AT 12" O.C. 2. THE RAKE OVERHANG FROM A GABLE END SHALL NOT EXCEED 24' WITH AN OUTLOOKER BACK A MINIMUM OF 24". 3. 2x BLOCKING SHALL BE PROVIDE=D IN THE FIRST (2) BAYS FROM THE GABLE END TRU55 IN THE PLANE OF THE BOTTOM CHORD. 4. ALL NAILING FOR THE ROOF SHEATHING ON A GABLE END SHALL BE 4" O.G. WITHIN 4'-0" OF THE GABLE= TRUSS, WITH BLOCKING FOR ALL E=DGE=S WITHIN THAT 4'-0" AREA. NOT us (4) 16d 1 EA. LAP SF 2x 5'F( SIDFZ VIEW NTS 10d lo 6" O.G. PANEL TO BLOCKING OUBLE 2x TOP PLATE 51MP50N L5TA9 PLYWOOD ROOF SHEATHING PER ALUM. DRIP SIMP50N LU524—I GEN. NOTES. ATTACH TO ALL EDGE 2x(o BARGE RAFTER DONT. SIMPSON A35— BLOCKING W/ ad NAILS a)4" O.G. 7777-,77777=,= 2X4 BLOCKING 2x4 OUTRIGGER a 24" O.G. 4a" O.C. Q (MAX. CONTINUOUS OVER SHEATHING DROPPED GABLE TRU5 JOINT 4' FROM OUTRIGGER TO TRUSS: GABLE END 51MP50N HI GABLE END TRUSS TOP CHORD DROP 3 i/2" lod 6" O.C. FLOOR SHEAT NG TO BLOCKING (PROVIDE ADDITIONAL 2x6 5 I/2" 2x BLOCKING ANEL (2) BAYS VERTICAL5 IF HIGHE=R THAN 4a" - --- a 6'-0" MAX. 0C. W/ 15/32" PLYW D TO FORM AN "L_.' SHAPI=) pGE NAIL W/ &d 6" O.C. 15/32" PLYWOOD 23/32" PLYWOOD SHEATHING PER FLOOR SHEATHING GENERAL NOTES / T/WALL 4 / TRUSS BRG. (SE=E PLAN) SEE DETAIL "A" TH15 SHEET SIMPSON L6TA24 PRE-ENGINEERED WOOD TRU55E5 a 2.4" O.C. SEE PLAN 2x WOOD FRAME; WALL SEE PLANS VNO TRU&Z 5LmI0C<lNG SCALE: 3/4 1'-O" DROPPED GABLE TRUSS TOE NAIL TRUSS TO DBL PLATE W/ 16d V 6" O.G. SIMPSON L5TA12 Q 4a" O.C., EACH W/ (5) 10d NAILS TO TRUSS (5) lOd NAILS TO WALL 0� I BLOCKING TO PLATE- 51MP50N 51MP5ON A21 I o (I - EA. 51DE) SSP OR O 5P6 EA. STUD a 6' MAX. O.C. (TYP. DBL 2x TOP PLATE= 2x STUDS AT 16" O.C. SIMP50N HOLD DOWN ANCHOR EA. END, SEE SCHEDULE PT 2x - SILL PLATE= EDGE OF SLAB I FACE OF 5TUDS PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRUSSES o 24' O.C. SEE PLAN I� IS01�1ETRIG. 12 x BLOGKII,IG NOTES: USE ad NAILS 2. NAIL SPACING: 6' ALONG EDGES OF PANELS 12" AT INTERMED. FRAMING MEMBERS 3. SHEATHING NEED E= BFASTENED ON AT LEAST ONE VDACE OF INTERIOR ALLS. OUPLE STUDS —SOLID 2x BLOCKING AT ALL PANEL EDGE5 SILL PLATE ANCHORS SEE SCHE=DULE ---HOLD-DOWN ANCHOR BOLT SEE SCHEDULE AND PLAN \447 I OLOCCAT ONSFOR I �l 2"x6" NAILER TO SIDE OF GABLE WEBS 4'-0" OR LONGER W/ 10d � 4" O.C. (TYP) GABLE END TRUSS 2"x4" NAILER W/ 4-10d /— TOP 4 BOTTOM CHORD 4" 23/3 LYWOOD FLOOR \I S ATHING PER GEN. NOTES { _ATTIC TRUSSE=S (TYP) f BLOCKING BETWEEN ATTIC TRUSS VERT. WEBS Q ATTIC, OPENING FOR 4 5AY5 (TYP) NAIL BOTTOM CHORD TO PLATE W/ 16d 0 a" O.C. PT 2x SILL PLATE= BE=TWEEN BLOCKING GABLE WALL 2x BLOCKING PANE=L TO MATCH PER PLAN [DEPTH OF BOTT. CHORD FOR (2) BAYS a 6'-O" O.G. 15/32" PLYWOOD WALL SEE DETAIL SHEATHING W/ ad 'a 3" O.C. EDGES AND 6" O.G. FIELD TYP FOR 4 BAYS C�)p fill U 74IN N.T.S. 12 EDGE OF SLAB FACE OF STUDS PLYWOOD ROOF SHEATHING PRE-ENGINEERED WOOD ROOF TRU55E5 Q 24" O.G. SEE PLAN 2x BLOCKING —CF7 TRUSS BRG. TRU55 BRG. SEE PLAN[ ] SEEP; PLAN C ] np� VENTED\\-TRU55 TO TOP PLATE VENTE=D - TRU55 TO HEADER SOFFIT SIMPSON HIDA SOFFIT-// OFFIT SIMPSON HIDA (TYP. EA. TRUSS) (TYP. E=A. TRUSS) 21-0"2'-0" All TOP PLATE TO STUD 51MP50N 55P STUCCO FINISH OR 5P6 PER OWNER--/ EA. STUD HEADER STUCCO FIN15H2-PLY MICROLAM LVL PER OWNER (3 1/2" x 11 1/4") - --- 2x4 WOOD STUDS` -BUILT-UP JAMB 6 16" O.C. BEYOND 1 ROOF TfRuee t0 r- >4 UJ04LL S ROOP TRU&& TO H 4 SCALE: 1 1/2" = 1'-0 SCALE: 1 1/2" = I'-0" 5/a" DIA. ANCH. EPDXY GROUTE=D W/ '; EMBED INTO CONC -,-)UBL.E 2x STUD SIMP50N HDU2-61D62.5 W/ (6) SDS 1/4" X 2 1/2" eHE?4FRUJ4LL H OL - OWN DET41L SCALE: 1 1/2" = 1'-0" NOTES: I. GABLE TRU58E;5 SHALL HAVE 2x6 ADDED TO THE vE=hj,�ITICAL 2x4 IF THE HEIGHT EXCEE=DS 4'-0", WITH THE ADDED 2x6 FORMING AN "L" SHAPE, U51NG 12d NAILS AT 12" O.C. 2. THE RAKE OVERHANG FROM A GABLE END SHALL NOT EXCEED 24' WITH AN OUTLOOKER BACK A MINIMUM OF 24". 3. 2x BLOCKING SHALL BE PROVIDE=D IN THE FIRST (2) BAYS FROM THE GABLE END TRU55 IN THE PLANE OF THE BOTTOM CHORD. 4. ALL NAILING FOR THE ROOF SHEATHING ON A GABLE END SHALL BE 4" O.G. WITHIN 4'-0" OF THE GABLE= TRUSS, WITH BLOCKING FOR ALL E=DGE=S WITHIN THAT 4'-0" AREA. NOT us (4) 16d 1 EA. LAP SF 2x 5'F( SIDFZ VIEW NTS 10d lo 6" O.G. PANEL TO BLOCKING OUBLE 2x TOP PLATE 51MP50N L5TA9 PLYWOOD ROOF SHEATHING PER ALUM. DRIP SIMP50N LU524—I GEN. NOTES. ATTACH TO ALL EDGE 2x(o BARGE RAFTER DONT. SIMPSON A35— BLOCKING W/ ad NAILS a)4" O.G. 7777-,77777=,= 2X4 BLOCKING 2x4 OUTRIGGER a 24" O.G. 4a" O.C. Q (MAX. CONTINUOUS OVER SHEATHING DROPPED GABLE TRU5 JOINT 4' FROM OUTRIGGER TO TRUSS: GABLE END 51MP50N HI GABLE END TRUSS TOP CHORD DROP 3 i/2" lod 6" O.C. FLOOR SHEAT NG TO BLOCKING (PROVIDE ADDITIONAL 2x6 5 I/2" 2x BLOCKING ANEL (2) BAYS VERTICAL5 IF HIGHE=R THAN 4a" - --- a 6'-0" MAX. 0C. W/ 15/32" PLYW D TO FORM AN "L_.' SHAPI=) pGE NAIL W/ &d 6" O.C. 15/32" PLYWOOD 23/32" PLYWOOD SHEATHING PER FLOOR SHEATHING GENERAL NOTES / T/WALL 4 / TRUSS BRG. (SE=E PLAN) SEE DETAIL "A" TH15 SHEET SIMPSON L6TA24 PRE-ENGINEERED WOOD TRU55E5 a 2.4" O.C. SEE PLAN 2x WOOD FRAME; WALL SEE PLANS VNO TRU&Z 5LmI0C<lNG SCALE: 3/4 1'-O" DROPPED GABLE TRUSS TOE NAIL TRUSS TO DBL PLATE W/ 16d V 6" O.G. SIMPSON L5TA12 Q 4a" O.C., EACH W/ (5) 10d NAILS TO TRUSS (5) lOd NAILS TO WALL 0� I t.� -2x WOOD FRAME WALL SEE PLAN 11 24L NTS f II� H 1 V � d' V ® � U O v _ O Q NM w ��opo�l 3� Z o t W [�]• M rT� N hey ® Cri W h N �I Nod vol?'A' ft• gar Scrr( " 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS DATE: 09/05/2014 SCALE: AS NOTED DRAWN: ASE APPROVED: JOB NO: 14-100 SHEET S-4.1 U BLOCKING TO PLATE- 51MP5ON A21 o (I - EA. 51DE) O 2x BLOCKING (2) BAYS a 6' MAX. O.C. DBL 2x TOP PLATE= t.� -2x WOOD FRAME WALL SEE PLAN 11 24L NTS f II� H 1 V � d' V ® � U O v _ O Q NM w ��opo�l 3� Z o t W [�]• M rT� N hey ® Cri W h N �I Nod vol?'A' ft• gar Scrr( " 09-05-2014 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS DATE: 09/05/2014 SCALE: AS NOTED DRAWN: ASE APPROVED: JOB NO: 14-100 SHEET S-4.1 U