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HomeMy WebLinkAbout1013 Cypress Ave 18-1083 (a)a . . . . . . . . . . . . . . . . 2295 S. FIIAW4SSEE RD SUITE 304 ORLANDO FLORIDA 32835 PH:407.298.5.020 FX:407.298.5030 Owner JORGE BOTERO SCOPE OF WORK INCLUDES NEW BEDROOM AND BATHROOM ADDITION ON THE REAR OF THE HOUSE AND NEW ROOF ON EXISTING FRONT L' ENTRY PORCH. 3_-�`( I� ' S0 - S mill Ok to construct addition on existing Single Family Residence. Meets area and dimension regulations for the SR -1 zoning district. PROJECT SQUARE FOOTAGE: COMTRUCTION TYPE: EXISTING LIVING SPACE U/A EXISTING CARPORT 300 SQ. FT. 310 SQ. FT. TYPE 1'B - UNPROTECTED (UNSPRINKLERED) AS CONSTRUCTED. EXISTING ENTRY PORCH 147 80. FT. EXISTING UTILITY ROOM 54 SO. FT. OCCUPANCY: TOTAL EXISTING UNDER ROOF 1311 SO. FT. NEW BEDROOM/BATHROOM ADDITION U/A 444 30. FT. RESIDEVTIAL TOTAL UNDER ROOF 1755 SQ. FT. APPLICABLE BUILDING COMES: ° 2017 FLORIDA RESIDENTIAL BUILDING CODE, 6th EDITION. ° 2014 FLORIDA ACCESSIBILITY CODE, 5th EDITION. ° 2017 FLORIDA MECHANICAL CODE, 6th EDITION. ° 2014 FLORIDA PLUMBING CODE, 5th EDITION. • 2014 NATIONAL ELECTRIC CODE OR CODE COMPLIANCE ANS EXAMINER k/6.19 DATE SANFORD RL)j!DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOIAfE. CANCEL. ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER THIM ONISTRUCTION OR VIOLATIONS OF THIS CODE A000 COVER SHEET. C201 SITE PLAN. A101 EXISTING FLOOR PLAN AND DEMO PLAN. A102 EXISTING ROOF PLAN AND DEMO PLAN. A200 FOUNDATION AND FLOOR FRAMING PLAN. A201 FLOOR PLAN. A202 ROOF PLAN. A301 EXISTING ELEVATIONS AND DEMO PLAN. A302 ELEVATIONS. A401 FOUNDATION DETAILS. A402 DETAILS AND STRUCTURAL DATA. A403 WALL SECTIONS / DETAILS. E201 ELECTRICAL PLAN. P201 PLUMBING PLAN. TR201 TRUSS PLAN, #18. 1083" gUILD,%�y' c Sawro;:r� 'OarcTt�n�`' Z 52 0. N f P®.... r` N d.:11 W r I 0111 0 _! �C14 �CO a� W _ PUJ ( ) oz Z W 0 (j) IIIf o a l� i 0 ArcHtect of Record John W. Burt - AR93163 Revisions IF---� S ------------- III � I I I I Li I I III I I III I I III n I I l EXISTING — UTILITY ROOM %r€ �LQJIi EXISTING 2 � ] I .-�_ � 2 I e KITCHEN O8 1 fE — IQ—J 3 `a za- rizs ,i j F i I 3 zE3 EXISTING 3 j I (l (ll BEDROOM 3 j I .�..._.__..._.... I , , L r..._ E ;,..... J flll EXISTING iI i ��,���, 3 € j DINING ROOM ; �. E11{{ I EXISTING y; i BATHROOM ; CARPORT BEDROOM I �.,) 4 (� Til( s CIg.: 8'-0" ( _ .. _........ f l 11=1 3 [ } 3z l 3zl l € Fe EXISTING = .}4F EXISTING j; t} LIVING�ROOM BEDROOM ;J€ NTil, CI 8' 0" '., Clg.: 8' 0" E II g.: I O I........__.-.,,: fill} E,_.._., F; I : it j ;l I i i i 41 i> IN77 Nd-RTH IIIII IIIII Ii11I ENTRY �/ �111f!fJl PORCH um EXISTING FLOOR PLAN AND E O PLAN SCALE: 1/4' = 1'-0' GENERAL DEMOLITION NOTES: A. ALL DEMOLITION WORK REQUIRED IS NOT LIMITED TO THAT INDICATED ON THESE PLANS. THE INTENT IS TO REMOVE ALL MECHANICAL, ELECTRICAL. PLUMBING, COMMUNICATIONS, AND ARCHITECTURAL ITEMS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF MASONRY, OR FACE OF CONCRETE WALL. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED ARCHITECTS LIC. # AA26001266 BY ARCHITECT/DESIGNER. DO NOT SCALE DRAWINGS. 2295 S. H I A W P S S E E RD SUITE 304 C. PATCH SURFACES TO MATCH EXISTING ADJACENT FINISHES. ORLANDO FLORIDA 3 2 8 3 5 REFER TO OWNER SPECIFICATIONS FOR CUTTING/PATCHING PH:407.298.5,020 DETAILS. FX:407.298.5030 D. ALL ABANDONED MECHANICAL , PLUMBING, AND ELECTRICAL Owner PIPING, RACEWAYS, AND DUCTWORK ARE TO BE REMOVED TO A POINT BELOW EXISTING FLOOR SLAB, BEHIND WALLS, AND AS CLOSE TO CUTTING/PATCHING DETAILS. JORGE BOTER® DEMO PLAN NOTES: Oi DASHED LINES DENOTE DEMOLITION - - - - - = = O REMOVE EXISTING DOOR/WINDOW. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). O REMOVE EXISTING CABINETRY AND APPLIANCES. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). 4O REMOVE EXISTING LOAD BEARING WALL. G.C. TO FIELD VERIFY EXTENT OF REMOVAL. REFER TO A201/A301/TR201 SHEETS FOR ADDITION THIS AREA. \Z-/ REMOVE ENTIRE EXISTING ADDITION. O REMOVE EXISTING ROOF AND WALLS OF ENTRY PORCH ONLY. EXISTING < z BLOCK COLUMNS AND FLOOR TO REMAIN. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED FOR REBUILD PER A201/A302/TR201 SHEETS. �0 R7 REMOVE PORTION OF EXISTING ROOF OVERHANG FOR NEW ROOF. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED. REFER TO A201/A301/TR201 SHEETS. O EXISTING AREA TO REMAIN UNDISTURBED. W 0 z Wz M� Z Q W 830 W� CL w co Un (0 5 tz o Q W LL W Z a 1�5! Architect of Record: John W. Burt - AR93163 a Revisions. Date Drawn By Checked By: 02122120 1 8 WOK JWB Project No. 17-071 Sheet No. G) 5 : 12 (EXISTING) { O E 1 EXISTING ROOF PLAN AND DEMO PLAN A102 SCALE: 1/4° = 1'-0" NORTH GENERAL DEMOLITION NOTES: A. ALL DEMOLITION WORK REQUIRED IS NOT LIMITED TO THAT p6M.HITECTS INDICATED ON THESE PLANS. THE INTENT IS TO REMOVE ALL MECHANICAL, ELECTRICAL. PLUMBING, COMMUNICATIONS, AND ARCHITECTURAL ITEMS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF MASONRY, OR FACE OF CONCRETE WALL. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT/DESIGNER. DO NOT SCALE DRAWINGS. 26001266 2295 S. H I A W A S S E E RD C. PATCH SURFACES TO MATCH EXISTING ADJACENT FINISHES. SUITE 304 ORLANDO FLORIDA 32835 REFER TO OWNER SPECIFICATIONS FOR CUTTING/PATCHING PH:407.298.5020 DETAILS. FX:407.298.5030 D. ALL ABANDONED MECHANICAL , PLUMBING, AND ELECTRICAL Owner:PIPING, RACEWAYS, AND DUCTWORK ARE TO BE REMOVED TO A POINT BELOW EXISTING FLOOR SLAB, BEHIND WALLS, AND AS CLOSE TO CUTTING/PATCHING DETAILS. JORGE BOTERO DEMO PLAN NOTES: O DASHED LINES DENOTE DEMOLITION - - - - - - - O REMOVE EXISTING DOOR/WINDOW. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). O3 REMOVE EXISTING CABINETRY AND APPLIANCES. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). O REMOVE EXISTING LOAD BEARING WALL. G.C. TO FIELD VERIFY EXTENT OF REMOVAL. REFER TO A201/A301/TR201 SHEETS FOR ADDITION THIS AREA. O5 REMOVE ENTIRE EXISTING ADDITION. O REMOVE EXISTING ROOF AND WALLS OF ENTRY PORCH ONLY. EXISTING BLOCK COLUMNS AND FLOOR TO REMAIN. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED FOR REBUILD PER A201/A302/TR201 SHEETS. 0 O REMOVE PORTION OF EXISTING ROOF OVERHANG FOR NEW ROOF. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED. REFER TO A201/A301/TR201 O SHEETS. EXISTING AREA TO REMAIN UNDISTURBED. ON z W N <� CID O ••- WLL Up IL W�0 ®„ MZ < LL zW a)pppy W CC V 0 Vd OFN m Architect of Record John W. Burt - AR93163 93 , Revisions Date Drawn By Checked By: 02/22/2018 WOK JWB Project No. 17-071 Sheet No. 2 PL OR FRAMING PLAN A200 SCALE: 1/4" = 1'-0" 0( NORTH 1 F 0"UN D ATION PLAN A200 SCALE: 1/4" = 1'-0" NORTH FOUNDATION PLAN GENERAL NOTES 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301. 3. CONCRETE 28 DAY STRENTGH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE. 4. ALL SLABS SHALL BE MIN. 3 1\2" THICK POURED CONCRETE w/ 6x6 10/10 OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN. STD. HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS MIN. 25'. CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. FOUNDATION PLAIN NOTES: Oi EXISTING PIER FOUNDATIONS AND CARPORT SLAB TO REMAIN UNDISTURBED, OP G.C. TO FIELD VERIFY TOP OF PIER IN ORDER FOR FINISHED FLOOR TO MATCH FINISHED FLOOR OF EXISTING STRUCTURE. FRAMING PLAN NOTES: O DOUBLE NOM. 2X12 P.T. LEDGER ATTACHED TO EXISTING FLOOR JOIST FRAMING w/ 1/2"X6' LAG BOLT ® 24" O.C. O2 NOM. 2X12 P.T. FLOOR JOISTS ® 24" O.C. O3 DOUBLE NOM. 2X12 P.T. BEAM. ® DOUBLE NOM. 2X12 P.T. RIM JOIST. O5 SIMPSON HU210 HANGER TYP. ® EA. END OF 2X12. © SIMPSON CCQM COLUMN CAP. O SIMPSON CCTQM COLUMN CAP. O SIMPSON ECCLQM COLUMN CAP. Os EXISTING FLOOR FRAMING TO REMAIN UNDISTURBED. 2o' -s" 6'-7" 10'-1" 3'-10" 1 ELS R PLAN A201 SCALE: 1/4" = 1'-0" WORTH GENERAL NOTES: A. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF MASONRY, OR FACE OF CONCRETE WALL. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT/DESIGNER. DO NOT SCALE DRAWINGS. B. PROVIDE WOOD BLOCKING SUPPORTS AS REQUIRED FOR ALL SURFACE MOUNTED ITEMS. C. COORDINATE WORK OF THIS TRADE WITH OTHER TRADES. D. PROVIDE MISCELLANEOUS SUPPORT FOR ALL CEILING SUSPENDED ITEMS. E. APPLY SEALANT AT ALL JUNCTURES BETWEEN DIFFERENT MATERIALS (I.E. WINDOWS AND CAST STONE). F. APPLY SEALANT AT ALL PLUMBING FIXTURES AT JUNCTURE WITH WALL. G. APPLY SEALANT AT ALL COUNTERTOPS AND BACK SPLASHES AT JUNCTURE WITH WALL H. NON LOAD BEARING INTERIOR STUD WALLS TO BE 24" O.C., U.N.O. LOAD BEARING STUD WALLS TO BE 16" O.C. ALL WOOD STUDS ARE TO BE BRACED ACCORDING TO MANUFACTURER'S LIMITING HEIGHT L/240. I. BEDROOM CLOSET SYSTEM(S) TO BE DETERMINED BY HOMEOWNER. J. LINEN CLOSET SYSTEM(S) TO BE DETERMINED BY HOMEOWNER. K. REFER TO TR200 SERIES AND A300 SERIES SHEETS FOR TRUSS BEARING INFO. L. NOT USED. M. WINDOW NOTATION REFERS TO INSULATED WINDOWS. MANUFACTURER AND FRAME COLOR TO BE DETERMINED BY HOMEOWNER. WINDOWS NOTED AS SEGMENT WINDOWS ARE OPERABLE SEGMENT HEADS. WINDOWS NOTED AS EYEBROW OR TRANSOM ARE DIRECT SET PICTURE WINDOWS. WINDOW DESIGNATIONS ARE STATED IN FEET & INCHES: I.E.: 4050 = 4'-0" WIDE X 5'-0" TALL AWN=AWNING OPENING TOP HINDGED. FX=FIXED WINDOW. SH=SINGLE HUNG WINDOW. DH=DOUBLE HUNG WINDOW. CA=CASEMENT WINDOW. N. ALL DOOR HARDWARE TO BE DETERMINED BY HOMEOWNER. 0. ALL INTERIOR DOORS TO BE DETERMINED BY HOMEOWNER. DOOR DESIGNATIONS ARE STATED IN FEET & INCHES: I.E.: 3068 = 3'-0" WIDE X 6'-8 TALL FRONT ENTRY DOOR TO BE DETERMINED BY HOMEOWNER. O ALIGN FINISH FACES. 0 EXISTING ELECTRIC METER AND PANEL BOX. O EXISTING TO REMAIN UNDISTURBED. ® CERAMIC TILE SHOWER ENCLOSURE. HOMEOWNER TO SELECT. O5 GLASS SHOWER SURROUND. HOMEOWNER TO SELECT. © CABINETRY BY OTHERS. HOMEOWNER TO SELECT. O GAURD RAIL / HANDRAIL BY OTHERS. O NOM. 6X6 PAINTED CEDAR OR P.T. POST. O9 BUILT-UP NOM. 2X10 HEADER ABOVE. t0 ATTIC ACCESS. 11 CLOSET SYSTEM BY OTHERS. HOMEOWNER TO SELECT. 12 42" TALL HALF WALL W/CAP AND GLASS ENCLOSURE ABOVE. LEGEND: 3660 SH WINDOW LABEL - 3660 = 3'-6" WIDE X 6'-0" TALL, SINGLE HUNG 3066 DOOR LABEL - 3068 = 3'-0" WIDE X 6'-8" TALL. DINING ROOF ZONE#z -53.96/+19.36 PSF ROOM ROOM NAME INTERNAL (MIN) : 0.18 6. RISK CATEGORY = II TRUSS B.C.L.L. COPD/PSF NEW NOM. 2X4 STUD LOAD BEARING WALL. ATTIC W/STOR. B.C.L.L. : 20 PSF NEW INTERIOR NON -LOAD BEARING WALL. V(X o BUILT UP WOOD HEADER. SEE PLAN. 2X4,2X6 LBW NOM. 2X WOOD STUD INTERIOR LOAD BEARING WALL PER 2017 FBC 1. ROOF LIVE LOAD = 20 PSF 5. ROOF ZONE#1: -31.5/+16.82 PSF 2. ENCLOSED ROOF ZONE#z -53.96/+19.36 PSF 3. POS/NEG PRESSURES: ROOF ZONE#3: -86.64/+21.18 PSF INTERNAL (MIN) : 0.18 6. RISK CATEGORY = II TRUSS B.C.L.L. COPD/PSF 7. FLOOD = N/A ATTIC W/STOR. B.C.L.L. : 20 PSF 8. SBV = 2,000 PSF COMPONENT/ CLADDING 4. WIND VELOCITY: DESIGN BASIC WIND SPEED = 145 MPH 9. WIND PRESSURE = SEE SCHEDULE BELOW WIND EXPOSURE = B +26.3/-29.3 PER ANSI/ASCE 7-10, FBC 2017 R301.2.1, #3 WIND PRESSURE FOR OPENINGS -PER FLORIDA BUILDING CODE 014 R301.2.1 L ZONE 4 ZONE 5 10 SQFT +35.2/-38.2 10 SOFT +35.3/-47.2 20 SQFT +33.7/-36.7 20 SOFT +33.7/-44.0 50 SQFT +31.6/-34.6 50 SOFT +31.6/-39.8 100 SQFT +30.0/-33.0 100 SQFT +30.0/-36.7 500 SOFT +26.3/-29.3 500 SOFT +26.3/-29.3 ARCHITECTS Project No. 17-071 Sheet No. 2.. 0 eRGGE PLAN A202 SCALE: 1/4' = 1'-O" NORTH GENERAL R®®E ®TE A. REFER TO THE EXTERIOR FINISH SCHEDULE FOR SHINGLE TYPE. B. INSTALL 24" (12" EACH WAY) METAL FLASHING AT ALL VALLEY CONDITIONS. C. SEE TRUSS PLAN AND LINTEL SCHEDULE. D. FASTENERS - SIMPLEX 1 1/2" CORROSION RESISTANT E. METAL FLASHING - MIN. 26 GA. - G-90 CORROSION RESISTANT CONFORMS TO A 525 & ASTM A 90. LEAD FOR STACKS TO BE MINIMUM 2.5#/SQ. FT. F. ASPHALT ADHESIVE - PLASTIC ROOF CEMENT CONFORMING TO ASTM D 4586, TYPE ]],NON -ASBESTOS, NON -RUNNING, HEAVY BODY MATERIAL COMPOSED OF ASPHALT & OTHER MINERAL INGREDIENTS. ROOF PLAN NOTES: O EXISTING ROOF TO REMAIN UNDISTURBED. (DOFF RIDGE VENTS. MATCH ROOF COLOR. INSTALLED PER CODE REQUIREMENTS AND MANUFACTURERS SPECIFICATIONS. ROOF SHEATHING LAYOUT • WITH BLOCKING DIAGRAM TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 3 FRAMING SPACES AT EACH END. ROOF SHEATHING -\ BUILDING LENGTH 0 CD Z: 0 m �I PROOF BEARING HT. ++8 -f `� WINDOW/DOOR HDR. HT. +6'-8" sFINISH FLOOR +0 0° ROOF BEARING HT. +8 -0' WINDOW/DOOR HDR. HT. +6'-8" $FINISH FLOOR +0 —0 ZZZ c7l�-- F -. I ROOF SEARING HT. 6 J F +8' -OD WINDOW/DOOR HDR. HT. - - - -=-11 ZJIC--44 ,FINISH FLOOR +0 -0 ROOF BEARING HT. +8 -0" WINDOW/DOOR HDR. HT. +6'-8° FINISH FLOOR +0 -0" 1 /EST ELEVATION A301 SCALE: 1/4" = 1'-0" £I NORTH ELEVATION SCALE: 1/4" = 1'-0" 3 SOUTHELEVATION A301 SCALE: 1/4° = 1'-O" \ - - - - - - - — - - - - - - - - - — - - - - - - - - - — - - I II i I I I II � II I II � II I --------------I ---- I I � r ----I I 4 EAST ELEVATION A301 SCALE: 1/4" = 1'-0° 1 - I- i L � L 7 I I I I I I I o I I A. ALL DEMOLITION WORK REQUIRED IS NOT LIMITED TO THAT INDICATED ON THESE PLANS. THE INTENT IS TO REMOVE ALL MECHANICAL, ELECTRICAL. PLUMBING, COMMUNICATIONS, AND ARCHITECTURAL ITEMS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. B. ALL DIMENSIONS ARE FROM FACE OF STUD, OR FACE OF MASONRY, OR FACE OF CONCRETE WALL. ANY DIMENSIONS NOT SHOWN OR DEEMED QUESTIONABLE ARE TO BE VERIFIED BY ARCHITECT/DESIGNER. DO NOT SCALE DRAWINGS. C. PATCH SURFACES TO MATCH EXISTING ADJACENT FINISHES. REFER TO OWNER SPECIFICATIONS FOR CUTTING/PATCHING DETAILS. D. ALL ABANDONED MECHANICAL , PLUMBING, AND ELECTRICAL PIPING, RACEWAYS, AND DUCTWORK ARE TO BE REMOVED TO A POINT BELOW EXISTING FLOOR SLAB, BEHIND WALLS, AND AS CLOSE TO CUTTING/PATCHING DETAILS. O DASHED LINES DENOTE DEMOLITION = = = = = = O REMOVE EXISTING DOOR/WINDOW. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). O3 REMOVE EXISTING CABINETRY AND APPLIANCES. HOMEOWNER TO DETERMINE SALVAGE AND STORAGE OF ITEM(S). O4 REMOVE EXISTING LOAD BEARING WALL. G.C. TO FIELD VERIFY EXTENT OF REMOVAL. REFER TO A201/A301/TR201 SHEETS FOR ADDITION THIS AREA. ( REMOVE ENTIRE EXISTING ADDITION. O REMOVE EXISTING ROOF AND WALLS OF ENTRY PORCH ONLY. EXISTING BLOCK COLUMNS AND FLOOR TO REMAIN. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED FOR REBUILD PER A201/A302/TR201 SHEETS. O REMOVE PORTION OF EXISTING ROOF OVERHANG FOR NEW ROOF. G.C. TO FIELD VERIFY EXTENT OF REMOVAL REQUIRED. REFER TO A201/A301/TR201 SHEETS. O EXISTING AREA TO REMAIN UNDISTURBED. ARCHITECTS Date: Drawn By:. Checked By 02/22/2018 WOK JWB Project No. 17-071 Sheet No. EXISTINC UI ROOF BEARING HT. +8 -0 WINDOW/DOOR HDR. HT. +6'-8" FINISH FLOOR +0 -0 7.07 7.16 7.13 $ROOF BEARING HT. +8 -0 WINDOW/DOOR HDR. HT. 7.11-- 6.30 .11J6.30 6.31-- 6.34 .31 - 6.34 FINISH FLOOR +0 -0 EXISTING TO REMAIN UNDISTURBED. $ROOF BEARING HT. +8'-0" WINDOW DOOR HDR. HT. +6'00 FINISH FLOOR +0'-0" 6.32 6.33 7.16 7.13 7.11 9.03 6.33 8.06 3.02,9 9.08 9.09 6.34 J 8.01 A302 SCALE: 1/4" = 1'-0" 2 NORTH ELEVATION_ A302 SCALE: 1/4° = 1'-0" SOUTH ELEVATION_ A302 SCALE: 1/4' = 1'-0" SEE ROOF PLAN D 6.35 `- 6.34 EAST ELEVATION_ A302 SCALE: 1/4' = 1'-0° EXISTING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. EXISIING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. 7.07 7.16 7.13 PROOF BEARING HT. +8 -0" THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS WINDOW/DOOR HDR. HT. SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 7.11 2.01 9.03 6.32 TREATED COMPACTED FILL. 8.06 -� FLOOR CONCRETE APRON OR PATIO. sFINISH DIVISION 3 - CONCRETE 3.02,9.03 7.07 7.16 7.13 $ROOF BEARING HT. +8 -0 WINDOW/DOOR HDR. HT. 7.11-- 6.30 .11J6.30 6.31-- 6.34 .31 - 6.34 FINISH FLOOR +0 -0 EXISTING TO REMAIN UNDISTURBED. $ROOF BEARING HT. +8'-0" WINDOW DOOR HDR. HT. +6'00 FINISH FLOOR +0'-0" 6.32 6.33 7.16 7.13 7.11 9.03 6.33 8.06 3.02,9 9.08 9.09 6.34 J 8.01 A302 SCALE: 1/4" = 1'-0" 2 NORTH ELEVATION_ A302 SCALE: 1/4° = 1'-0" SOUTH ELEVATION_ A302 SCALE: 1/4' = 1'-0" SEE ROOF PLAN D 6.35 `- 6.34 EAST ELEVATION_ A302 SCALE: 1/4' = 1'-0° EXISTING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. EXISIING TO REMAIN UNDISTURBED. EXISTING TO REMAIN UNDISTURBED. ARCHITECTS KEYNOTES DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE 3.01 3.02 CONCRETE SLAB 0 CRETE PADPIER FOOTING. SEE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR ® 2'-0' O.C. 3.04 4 CONT. HORIZ. REB�R w/STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR ® 8 O.C. EA, WAY. 3.06 . 5 VERT. REBAR ® 8'-0" O.C. 3.07 OUTRD CELL. 3.08 1�2"x8' ANCHOR BOLT DIVISION 4 - MASONRY 4.01 8X8X16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 8X8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT @ 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3/4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUD WALL FRAMING @ 16" O.C. 6.08 1/2' COX PLYWOOD SHEATHING. 6.09 6' OGIE BASE, PAINTED. 7.07 6.10 1X NOM WOOD SILL, ROUTERED EDGE WITH 1X2 SKIRT, PAINTED. 6.11 2x12 WOOD FLOOR JOISTS 0 24" O.C. 6.13 (N(OM. NOM.JOINTS MIN 2'-0" OVERLAP. PLARIM D .UBLE 2OOD12 W 7.16 C,&CNUOUSOUS OD OISTAGER 6.14 3/4' T&G CDX GRADE PLYWOOD. 7.13 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM. 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 OM. DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 7.11 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2" PLYWOOD FLITCH. 6.30 6.23 ATTACH OSB SHEATHINq ® STUD TO FLOOR TRUSS WITH 8d NAILS ® 3" O.C. ALONG EDGES ANQ 12' IN MIDDLE. 6.31 6.24 1/NUT WITH 2 WASHER. EPDXIED INTO EXIST. CONC. PIER CAP 6.25 24' LONG 5 BARS EPDXIED ® 12' O.C. W/MIN 6" EMBED TO EXISTING FOOTING. 6.26 SIMPSON STRAP. SEE SHEET TR201. 6.27 SIMPSON CCQM/CCTQMf ECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQMM STRAP. 6.29 SIMPSON HUC HANGER. 6.34 6.30 NOM. 6X6 CEDAR OR P.T. POSTS. 6.31 NOM. 1X CEDAR OR PT TRIM ACCENT. 6.32 HARDI-PLANK, CEDAR, OR P,T. SIDING. OWNER TO SELECT/SPECIFY. 6.33 6.34 HARD] -PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT/SPECIFY. RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND CODE REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. EXISTING TO REMAIN 6.36 P.T. NOM. 2X12 STRINGER. UNDISTURBED. 6.37 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 P.T. NOM. 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.T. NOM. 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R-30 MIN. INSULATION. 7.03 3/4" R-3 MIN. RIGID INSULATION BOARD. 7.04 6 MIL POLYETHYLENE VAPOR BARRIER. 7.07 7.05 " MEK" TYPE BUILDING PAPER, OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS 7.16 HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 713 7.7.09 RIDGE VENT, 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA. 7.14 R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. 7.11 7.16 WEEP SCREED. .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE 9.03 DIVISION 8 - DOORS AND WINDOWS 6.32 8.01 PREHUNG EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.06 8.02 EAD STEEL DOOR. 8.03 WEATHRSTRIPPRN 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 3.02,9.03 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 9.04 EXTERIOR STUCCO FINISH SYSTEM. 7 8" OVER SHEATHING, 5/8" OVER BLOCK. EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. ARCHITECTS 7.01 6.07 6.13 9.03 6.28 7.16 6.27 3.04 2.01 _Ed I IDI T � III -III III '� I I1 214 -*1111 -III III III IIII II' 1 TY . FOO i ING A401 SCALE: 1 1/2" = 1'-0" 6.14 7.02 6.11 6.29 4.01 EXISTING WALL AND FLOOR JOIST SYSTEM. EXISTING PIER AND PAD FOOTER SYSTEM. SCALE: 1 1/2" = l'-0" 3.14 3.13 6.11 7.02 6.29 3.27 3.04 4.01 5.07 5.02 cV 3.05 KEYNOTE DIVISION 1 - GENERAL REQUIREMENTS a 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION a 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 - I- DIVISION 3 - CONCRETE 17, I CONCRETE SLAB ONCRETE PAD%PIER FOOTING. SEEi/A200 FOR SIZE. LIC.# AA26001266 3.03 4 HORIZONTAL REBAR ® 2'-0" O.C. 2 2 9 5 S. H I A W A S S E E RD s U I T E 304 3.04 4 CONT. HORIZ. REB�R w/STANDARD HOOK IN EA. CELL. ORLANDO FLORIDA 32835 3.05 Qa D 4 3.06 5 VERT. REBAR ® 8'-0" O.C. P H: a o 7. z s a. 5:o z 0 3.07 ijD�1T�D CELL. FX:407.298.5030 3.08 1//2'x8' ANCHOR BOLT Exam DIVISION 4 - MASONRY owner 4.01 � III -III III '� I I1 214 -*1111 -III III III IIII II' 1 TY . FOO i ING A401 SCALE: 1 1/2" = 1'-0" 6.14 7.02 6.11 6.29 4.01 EXISTING WALL AND FLOOR JOIST SYSTEM. EXISTING PIER AND PAD FOOTER SYSTEM. SCALE: 1 1/2" = l'-0" 3.14 3.13 6.11 7.02 6.29 3.27 3.04 4.01 5.07 5.02 cV 3.05 KEYNOTE DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE ARCHITECTS 3.01 3.02 CONCRETE SLAB ONCRETE PAD%PIER FOOTING. SEEi/A200 FOR SIZE. LIC.# AA26001266 3.03 4 HORIZONTAL REBAR ® 2'-0" O.C. 2 2 9 5 S. H I A W A S S E E RD s U I T E 304 3.04 4 CONT. HORIZ. REB�R w/STANDARD HOOK IN EA. CELL. ORLANDO FLORIDA 32835 3.05 5 VERT. REBAR ® 8 O.C. EA, WAY. 3.06 5 VERT. REBAR ® 8'-0" O.C. P H: a o 7. z s a. 5:o z 0 3.07 ijD�1T�D CELL. FX:407.298.5030 3.08 1//2'x8' ANCHOR BOLT Exam DIVISION 4 - MASONRY owner 4.01 8X8X16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. JORGE BOTERO 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 8X8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT ® 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3/4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUD WALL FRAMING ® 16" O.C. 6.08 1/2' CDX PLYWOOD SHEATHING. 6.09 6' OGIE BASE, PAINTED. 6.10 1X NOM WOOD SILL, ROUTERED EDGE WITH 1X2 SKIRT, PAINTED. 6.11 2x12 WOOD FLOOR JOISTS ® 24" O.C. (N(OM. NOM.WOODCAPPLATESSTAGER JOINTS MIN 2'-0" OVERLAP. 6.13 C2�NCOUONUOUSUS 6.14 314' T&G CDX GRADE PLYWOOD. 6.15 NNOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM. 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 6.20 FOM. DOUBLE 2X12 FLOOR JOIST. NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2" PLYWOOD FLITCH. 6.23 ATTACH OSB SHEATHING 0 STUD TO FLOOR TRUSS WITH 8d NAILS ® 3" O.C. i 6.24 ALONG EDGES AND 12' IN MIDDLE. 1/ "NUT 2" WASHER. 44yyITH EPDXIED INTO IST. G, PIER CAP 6.25 6.26 24 LONG #5 BARS EPDXIED ®12 O.C. W�MIN 6 EMBED TO EXISTING FOOTING. SIMPSON RAP. SEE SHEET TR201. 6.27 6.28 SIMPSON CCQM/CCTQMVECCLQM COLUMN CAPS. SIMPSON MSTQMM STRA 6.29 SIMPSON HUG HANGER. 6.30 6.31 NOM. 6X6 CEDAR OR P.T. POSTS. NOM. 1X CEDAR OR PT TRIM ACCENT. VJ 6.32 HARM -PLANK, CEDAR, OR P.T. SIDING. OWNER TO SELECT/SPECIFY. 6.33 HARM -PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT/SPECIFY. _J 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND CODE REQUIREMENTS. z OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 6.38 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 6.40 P.T. NOM. 2X4 RAIL. P.T. 1X HANDRAIL. NOM. �c7 6.41 6.42 P.T. NOM. 2X2 BALUSTER INSTALLED PER CODE. P.T. NOM. 4X4 POST. WQ > A Q 6.43 6.44 SIMPSON BCS POST CAP. SIMPSON ABA66Z POST BASE. rr (n Q DIVISION 7 - THERMAL AND MOISTURE PROTECTION WLLL W 7.01 7.02 R-11 MIN. INSULATION. R-30 MIN. INSULATION. 7.03 3/4" R-3 MIN. RIGID INSULATION BOARD. U Q 7.04 7.05 6 MIL POLYETHYLENE VAPOR BARRIER. "TYVEK' TYPE BUILDING PAPER, OVERLAP 4" MIN. SZ 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS V HOLD DOWN CLIP. ca 7.07 7.08 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. RIDGE VENT MATCH SHINGLES. W 7.09 SEALANT WITH BACKER ROD. 7.10 7.11 SEALANT JOINT. PREFINISHED ALUMINUM SOFFIT PANELS. D 7.12 30 LB ASPHALT PAPER. 0 7.13 7.14 24 PREFINISHED ALUMINUM BREAKMETAL FASCIA. R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. - 1 1 WEEP SCREED. 1�` 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS O 8.01 PREHUNG EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. ■ s 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. �y . i ■ DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 718" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. Architect of Record: John W. Burl - AR93163 _ Revisions: Dale; Drawn By: Checked By: 02/22/2018 WOK JWB Project No. 17-071 Sheet No. SIMPSON H5 or H2.' @ EA. 2x4 VERT. SIMPSON H5 or H2.' @ EA. 2x4 VERT. SIMPSON H5 or PATS 1 z' @ EA. TRUSS INTERSECTION 2x8 RIDGE 2x6 RAFTERS @ - 24" O.C. 2x4 VERT. @ 48" O.C. PLACED ABOVE TRUSSES BELOW 2x8 ON FLAT ROOF DECK PRE ENG. WD. TRUSSES @ 24 O.C. ALLEY/CO NV. FRAME DETAIL ROOF TRUSS DESIGN CRITERIA TOP CORD LIVE LOAD 20 p.s.f. TOP CORD DEAD LOAD 10 p.S.f. BOT. CORD DEAD LOAD 10 p.S.f. TOTAL 40 p.s.f. WIND SPEED 139 m.p.h. DURATION FACTOR 1.25 FLOOR DESIGN CRITERIA (STAIR, DECK AND BALCONY) TOP CORD LIVE LOAD 40 p.s.f. TOP CORD DEAD LOAD 10 p.S.f. BOT. CORD DEAD LOAD 5 p.S.f. TOTAL 55 p.s.f. DURATION FACTOR 1.00 �- RIDGE 1 � © I O l � - Q - RIDGE ' 4` I 2 2 y �� © I O ROOF NAILING ZONE CHART SIMPSON SPH4 OR USP SPTH4 -� GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN PROVIDE 1/5' SPACING -� AT PANEL EDGES APA 40/20 19/32' - EXPOSURE 1 PLYWOOD SHEATHING DOUBLE TOP PLATE TRUSS TRUSS (OR RAFTER) CONNECTOR 1/16' SPACE AT PANEL ENDS 1. TRUSSES MUST BE CAPABLE OF TRANFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS, ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 3 HEADER STUDSEACH SIDE - 6'0" TO 12'-0" 4 HEADER STUDS (EACH SIDE 12'-0" TO 18'-0" 4. BEARING/SHEAR WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0C (EDGE) USE 8D NAILS @ 6" /C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10 O/C (EDGE) USE 5D NAILS @ 7" 0/C 5. ROOF NAILING PATTERN (D ZONE 1 - USE 8D COMMON NAILS @ 12 0/C 02 ZONE 2 - USE 8D COMMON NAILS @ 6" 0/C © ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7, SENCO 2 3/4" X .131 & PASELODE 2 3/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS P.T. SILL PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS k O OO WOOD FASCIA (SEE TYP. WALL SECTION) w/ (2) 16d TO EACH TRILISS END STRAP -N GTH TUDS BELOW FOR 0. OF STUDS LL BLKG I SPH4 OR FH4 PRE -ENG. WOOD TRUSSES a 24' O/C (SEE ROOF PLAN) STRUCTURAL SPECIFICATIONS 1. DESIGN LOADS A. IN ACCORDANCE WITH 2017 FBC SECTION R301: 1. ROOF LIVE LOADS OF 20 PSF 2. WIND LOADS IN ACCORDANCE WITH 2017 FBC 140 MPH REGION. 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 47 LUMBER (SPACED AT 16" O.C.) A. ALL STRUCTUAL LUMBER 10 FT. HIGH AND UNDER SHALL BE #2 SPRUCE. B. ALL STRUCTUAL LUMBER 10'-1" TO 12'-4" FT. HIGH SHALL BE 2x4 #2 SYP. C. ALL STRUCTUAL LUMBER 12'-5" TO 16'-0" FT. HIGH SHALL BE 2x6 #2 SPRUCE. D. ALL STRUCTUAL LUMBER 16'-1" TO 19'-0" FT. HIGH SHAT L BE 2x6 #2 SYP. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SHALL BE PRESSLRE TREATED) 5. TRUSSES A. PRE-ENGINEERED 'WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. MORTAR 1. MORTAR SHALL BE: TYPE S IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. 3. INTERIOR WALLS TO BE 2X METAL STUD @ 16" O.C. MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8" THICK. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED ;N BED JOINTS AT NOT MORE THAN 16" O.C. REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE NO. 5 BARS. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. (D, LATERAL BRACING IF . REQUIRED (SEE TYP. OO WALL SECTION) NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) 1Q EDGE NAILING Sd Q 4' O.G. RING SHANK 2) INTERMEDIATE NAILING Sd m (o' O.C. RING SHANK 3) BOUNDRY NAILING 8d m 4' O.C. RING SHANK @ CORNER NAILING Sd Q 4' O.C. RING SHANK BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) GABLE END & ROOF SHEATING ATTACHMENT DETAIL BOTTOM CHORD NAILED TO DIAGONALS W/ 2 - 8d NF DIAGONALS FROM BRACED BAY AT 20'-0' INTERVALS REPEAT AT BOTH ENDS BOTTOM CHORD OF \-- CONT. 1'x4' HORIZONTAL BRACING TRUSSES (TYPICAL) LOCATED 10'-0' C/C MAX. TYP. RESTRAINT DETAIL MAXIUMUM ETAII- PROVIDE 2x4 BLO KIN a �c I 7� ALL PLYWOOD SEAMS BETWEEN 15T (3) TRUSSES NAIL SEAM w/ 10d B 4' O/C is EACH SIDE OF SEAM F17 - NUMBER OF HEADER STUDS 0 � RIP LE SUDS 1 1 2 2 2 2 12" FLAT NUMBER OF FULL-LENGTH STUDS EACH END OF HEADER 10' OR LESS 2 II FULL LI MIN. BL. 2x HDR 3 3 3 MORE THAN 10' 2 WALL S 3 4 5 5 12" FLAT STRAP SEE CHART REQUIRED t HEADER STUDS SEE CHART BELOW FOR REQUIRED NO. OF STUDS MID -WP CONT. NAIL PER SIMPSO� S HEDU E -- I USP SP J 1/16' SPACE AT PANEL ENDS 1. TRUSSES MUST BE CAPABLE OF TRANFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS, ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 3 HEADER STUDSEACH SIDE - 6'0" TO 12'-0" 4 HEADER STUDS (EACH SIDE 12'-0" TO 18'-0" 4. BEARING/SHEAR WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0C (EDGE) USE 8D NAILS @ 6" /C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10 O/C (EDGE) USE 5D NAILS @ 7" 0/C 5. ROOF NAILING PATTERN (D ZONE 1 - USE 8D COMMON NAILS @ 12 0/C 02 ZONE 2 - USE 8D COMMON NAILS @ 6" 0/C © ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7, SENCO 2 3/4" X .131 & PASELODE 2 3/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS P.T. SILL PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS k O OO WOOD FASCIA (SEE TYP. WALL SECTION) w/ (2) 16d TO EACH TRILISS END STRAP -N GTH TUDS BELOW FOR 0. OF STUDS LL BLKG I SPH4 OR FH4 PRE -ENG. WOOD TRUSSES a 24' O/C (SEE ROOF PLAN) STRUCTURAL SPECIFICATIONS 1. DESIGN LOADS A. IN ACCORDANCE WITH 2017 FBC SECTION R301: 1. ROOF LIVE LOADS OF 20 PSF 2. WIND LOADS IN ACCORDANCE WITH 2017 FBC 140 MPH REGION. 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 47 LUMBER (SPACED AT 16" O.C.) A. ALL STRUCTUAL LUMBER 10 FT. HIGH AND UNDER SHALL BE #2 SPRUCE. B. ALL STRUCTUAL LUMBER 10'-1" TO 12'-4" FT. HIGH SHALL BE 2x4 #2 SYP. C. ALL STRUCTUAL LUMBER 12'-5" TO 16'-0" FT. HIGH SHALL BE 2x6 #2 SPRUCE. D. ALL STRUCTUAL LUMBER 16'-1" TO 19'-0" FT. HIGH SHAT L BE 2x6 #2 SYP. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SHALL BE PRESSLRE TREATED) 5. TRUSSES A. PRE-ENGINEERED 'WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. MORTAR 1. MORTAR SHALL BE: TYPE S IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. 3. INTERIOR WALLS TO BE 2X METAL STUD @ 16" O.C. MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8" THICK. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED ;N BED JOINTS AT NOT MORE THAN 16" O.C. REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE NO. 5 BARS. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. (D, LATERAL BRACING IF . REQUIRED (SEE TYP. OO WALL SECTION) NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) 1Q EDGE NAILING Sd Q 4' O.G. RING SHANK 2) INTERMEDIATE NAILING Sd m (o' O.C. RING SHANK 3) BOUNDRY NAILING 8d m 4' O.C. RING SHANK @ CORNER NAILING Sd Q 4' O.C. RING SHANK BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) GABLE END & ROOF SHEATING ATTACHMENT DETAIL BOTTOM CHORD NAILED TO DIAGONALS W/ 2 - 8d NF DIAGONALS FROM BRACED BAY AT 20'-0' INTERVALS REPEAT AT BOTH ENDS BOTTOM CHORD OF \-- CONT. 1'x4' HORIZONTAL BRACING TRUSSES (TYPICAL) LOCATED 10'-0' C/C MAX. TYP. RESTRAINT DETAIL MAXIUMUM ETAII- PROVIDE 2x4 BLO KIN a �c I 7� ALL PLYWOOD SEAMS BETWEEN 15T (3) TRUSSES NAIL SEAM w/ 10d B 4' O/C is EACH SIDE OF SEAM 1/16' SPACE AT PANEL ENDS 1. TRUSSES MUST BE CAPABLE OF TRANFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS, ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 3 HEADER STUDSEACH SIDE - 6'0" TO 12'-0" 4 HEADER STUDS (EACH SIDE 12'-0" TO 18'-0" 4. BEARING/SHEAR WALL NAIL PATTERN 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0C (EDGE) USE 8D NAILS @ 6" /C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10 O/C (EDGE) USE 5D NAILS @ 7" 0/C 5. ROOF NAILING PATTERN (D ZONE 1 - USE 8D COMMON NAILS @ 12 0/C 02 ZONE 2 - USE 8D COMMON NAILS @ 6" 0/C © ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7, SENCO 2 3/4" X .131 & PASELODE 2 3/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS P.T. SILL PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS k O OO WOOD FASCIA (SEE TYP. WALL SECTION) w/ (2) 16d TO EACH TRILISS END STRAP -N GTH TUDS BELOW FOR 0. OF STUDS LL BLKG I SPH4 OR FH4 PRE -ENG. WOOD TRUSSES a 24' O/C (SEE ROOF PLAN) STRUCTURAL SPECIFICATIONS 1. DESIGN LOADS A. IN ACCORDANCE WITH 2017 FBC SECTION R301: 1. ROOF LIVE LOADS OF 20 PSF 2. WIND LOADS IN ACCORDANCE WITH 2017 FBC 140 MPH REGION. 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 47 LUMBER (SPACED AT 16" O.C.) A. ALL STRUCTUAL LUMBER 10 FT. HIGH AND UNDER SHALL BE #2 SPRUCE. B. ALL STRUCTUAL LUMBER 10'-1" TO 12'-4" FT. HIGH SHALL BE 2x4 #2 SYP. C. ALL STRUCTUAL LUMBER 12'-5" TO 16'-0" FT. HIGH SHALL BE 2x6 #2 SPRUCE. D. ALL STRUCTUAL LUMBER 16'-1" TO 19'-0" FT. HIGH SHAT L BE 2x6 #2 SYP. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SHALL BE PRESSLRE TREATED) 5. TRUSSES A. PRE-ENGINEERED 'WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. MORTAR 1. MORTAR SHALL BE: TYPE S IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. 3. INTERIOR WALLS TO BE 2X METAL STUD @ 16" O.C. MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8" THICK. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED ;N BED JOINTS AT NOT MORE THAN 16" O.C. REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE NO. 5 BARS. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. (D, LATERAL BRACING IF . REQUIRED (SEE TYP. OO WALL SECTION) NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) 1Q EDGE NAILING Sd Q 4' O.G. RING SHANK 2) INTERMEDIATE NAILING Sd m (o' O.C. RING SHANK 3) BOUNDRY NAILING 8d m 4' O.C. RING SHANK @ CORNER NAILING Sd Q 4' O.C. RING SHANK BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) GABLE END & ROOF SHEATING ATTACHMENT DETAIL BOTTOM CHORD NAILED TO DIAGONALS W/ 2 - 8d NF DIAGONALS FROM BRACED BAY AT 20'-0' INTERVALS REPEAT AT BOTH ENDS BOTTOM CHORD OF \-- CONT. 1'x4' HORIZONTAL BRACING TRUSSES (TYPICAL) LOCATED 10'-0' C/C MAX. TYP. RESTRAINT DETAIL MAXIUMUM ETAII- MINIMUM WALL AND HEADER STUD REQUIREMENTS I.- - H MEMBER 1'x4' CONT, LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-0' SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) ENGINEERED WOOD TRUSSES 4 OVERLAP @ SPLICES PLAN VIEW TYP. CONTINOUS LATERAL BRACING DETAIL Date: Drawn By: Checked By 02/22/2018 WOK JWB Project No. 17-071 Sheet No. MAXIUMUM HEADER .SPAN (ft.) 3' 1 6' 9' 12' 15'18' F17 - NUMBER OF HEADER STUDS 0 � SUPPORTING END OF HEADER 1 1 2 2 2 2 NUMBER OF FULL-LENGTH STUDS EACH END OF HEADER 10' OR LESS 2 2 3 3 3 3 MORE THAN 10' 2 2 3 4 5 5 MINIMUM WALL AND HEADER STUD REQUIREMENTS I.- - H MEMBER 1'x4' CONT, LATERAL WOOD BRACING NAILED TO BOTTOM CHORD MAXIMUM 10'-0' SPACING AND AS REQUIRED BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND TRUSS LAYOUT FOR LOCATION) ENGINEERED WOOD TRUSSES 4 OVERLAP @ SPLICES PLAN VIEW TYP. CONTINOUS LATERAL BRACING DETAIL Date: Drawn By: Checked By 02/22/2018 WOK JWB Project No. 17-071 Sheet No. ROOF BEARING HT. -0 ,WINDOW/DOOR HDR. HT. +o -8" FINISH FLOOR F0 -0. 6.20 6.31 6.43 6.30 6.44 6.24 EXIST. CONC. PIER. 4 C T/CCLUN DETAIL A403 SCALE: 1/2" = 1'-0" SEE TRUSS PLN FOR SPACING AND CONNECTION DECALS. 6.14 6.03 7.07 7.12 6.26 7.16 6.16 6.17 7.13 F 9.03,9.02 6.18,7.05 6.07 7.01 2 �- A401 7.02, 7.04 6.12 9.01, 9.02 1 ,ALL. SECTIONDETAIL A403 9SCALE: 1/2" = 1'-0" ROOF BEARING HT. +8 -0' %+6DWINDOW/DOOR HDR. HT. FINISH FLOOR +0-0,, 6.03 6.14 7.16 6.16 6.17 7.13 7.11 6.33 6.32 6.18, 7.05 6.21 7.02,7.04 6.33 _7.15 9.03,9.02 6.18, 7.05 6.07 7.01 2 A401 SEE TRUSS PIAN FOR sPACINc ANo CONNECTION DECALS. 5 STAI DET- IL A403 SCALE: 1/2" = 1'-0" 6.04 6.12 9.01, 9.02 2 WALL SECTION DETAIL A403 SCALE: 1/2" = 1'-0" 6.26 6.14 6.03 7.07 7.12. SEE TRUSS PLN FOR SPACING AND CONNECTION DETALS. 7.16----- 6.16 6.17 6.03 7.13 9.01 7.11 9.02 6.31 6.20 6.34 EXIST. FLOOR SYSTEM AND PIER/FOUNDATION 3 ALL ECTICN DETAIL A403 SCALE: 1/2" = 1'-0" DIVISION 1 - GENERAL REQUIREMENTS 1.1 THESE GENERAL KEYNOTES ARE ORGANIZED BASE UPON 16 DIVISIONS SET UP BY THE CONSTRUCTION SPECIFICATIONS INSTITUTE. DIVISION 2 - SITEWORK 2.01 FINISH GRADE. 2.02 TREATED COMPACTED FILL. 2.03 CONCRETE APRON OR PATIO. DIVISION 3 - CONCRETE 3.01 CONCRETE SLAB 3.02 ONCRETE PAD7PIER FOOTING. `?EE 1/A200 FOR SIZE. 3.03 4 HORIZONTAL REBAR ® 2'-0' O.C. 3.04 4 CONT. HORIZ. REBAR w/STANDARD HOOK IN EA. CELL. 3.05 5 VERT. REBAR ® 8' O.C. EA, WAY. 3.06 5 VERT. REBAR ® 8'-0" O.C. 3.07 ROYT�p CELL. 3.08 1//2'x8 ANCHOR BOLT 4.01 8X8X16 NORMAL WEIGHT C.M.U. 4.02 8X8X16 NORMAL WEIGHT C.M.U. BOND BEAM W/ (2) #5 CONT. 4.03 EXTRUDED PRECAST CONCRETE SILL. 4.04 EXTRUDED PRECAST CONCRETE LINTEL. 4.05 8X8X16 SPLIT FACED C.M.U. PAINTED. 4.06 HORIZONTAL JOINT REINFORCEMENT ® 16" O.C. VERTICALLY. 4.07 DRY STACKED STONE VENEER. DIVISION 6 - WOOD AND PLASTICS 6.01 PRESSURE TREATED WOOD BLOCKING. 6.02 WOOD SHIMS. 6.03 PRE-ENGINEERED WOOD ROOF TRUSS, SEE TRUSS PLAN. 6.04 WOOD BLOCKING. 6.05 PRESSURE TREATED 3/4" FURRING STRIP. 6.07 NOM, 2X4 WOOD STUD WALL FRAMING ® 16" O.C. 6.08 1/2' CDX PLYWOOD SHEATHING. 6.09 6' OGIE BASE, PAINTED. 6.10 1X NOM WOOD SILL, ROUTERED EDGE WITH 1X2 SKIRT, PAINTED. 6.11 (N(OM. 2x12 WOOD FLOOR JOISTS ® 24" O.C. 6.13 C2MIN000SONOMNDOUBLE 200DWOODP IRM PLATES, JOINTS MIN 2'-0" OVERLAP. 6.14 3 4' T&G COX GRADE PLYWOOD. 6.15 NOM. 1X4 CONTINUOUS FASCIA ACCENT. 6.16 NOM. 1X7 CONTINUOUS FASCIA. MATCH EXISTING. 6.17 NOM. 2X6 CONTINUOUS SUB -FASCIA. MATCH EXISTING. 6.187 16" O.S.B. SHEATHING. 6.19 OM. DOUBLE 2X12 FLOOR JOIST. 6.20 NOM. DOUBLE 2X10 BEAM. 6.21 2X4 TRUSS CROSS BRACING. 6.22 BUILT-UP 2X WOOD HEADER WITH 1/2" PLYWOOD FLITCH. 6.23 ATTACH OSB SHEATHING ® STUD TO FLOOR TRUSS WITH 8d NAILS ® 3" O.C. ALONG EDGES ANQ 12' IN MIDDLE. 6.24 141 NUT WITH 2 WASHER. EPDXIT;p INTO EXIST. GONC. PIER CAP 6.25 24 LONG T#5 BARS EPDXIED @ 12 O.C. W/MIN 6' EMBED TO EXISTING FOOTING. 6.26 SIMPSON S RAP. SEE SHEET TR201. 6.27 SIMPSON CCQM CCTQM ECCLQM COLUMN CAPS. 6.28 SIMPSON MSTQM ST 6.29 SIMPSON HUC HANGER. 6.30 NOM. 6X6 CEDAR OR P.T. POSTS. 6.31 NOM. IX CEDAR OR PT TRIM ACCENT. 6.32 HARDI-PLANK, CEDAR, OR P.T. SIDING. OWNER TO SELECT/SPECIFY. 6.33 HARDI-PLANK, CEDAR, OR P.T. TRIM BOARD. OWNER TO SELECT SPECIFY. 6.34 RAILING SYSTEM TO BE INSTALLED PER MANUFACTURE AND COD REQUIREMENTS. OWNER TO SELECT/SPECIFY. 6.35 P.T. WOOD STAIRS. SEE DETAIL A401. 6.36 P.T. NOM. 2X12 STRINGER. 6.37 P.T. NOM. 2X LEDGER BOARD ATTACHED TO RIM JOISTS. 6.38 P.T. NOM. 2X12 TREAD W/1" NOSING. 6.39 P.T. NOM. 2X4 RAIL. 6.40 P.T. NOM. 1X HANDRAIL. 6.41 P.T. NOM. 2X2 BALUSTER INSTALLED PER CODE. 6.42 P.T. NOM. 4X4 POST. 6.43 SIMPSON BCS POST CAP. 6.44 SIMPSON ABA66Z POST BASE. DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 R-11 MIN. INSULATION. 7.02 R-30 MIN. INSULATION. 7.03 3/4° R-3 MIN. RIGID INSULATION BOARD. 7.04 6 MIL POLYETHYLENE VAPOR BARRIER. 7.05 "rNEK, TYPE BUILDING PAPER, OVERLAP 4" MIN. 7.06 PREMANUFACTURED AND PREFINISHED METAL ROOF EDGE WITH CONTINUOUS HOLD DOWN CLIP. 7.07 20 YR DIMENSIONAL ARCHITECTURAL ASPHALT SHINGLES. 7.08 RIDGE VENT, MATCH SHINGLES. 7.09 SEALANT WITH BACKER ROD. 7.10 SEALANT JOINT. 7.11 PREFINISHED ALUMINUM SOFFIT PANELS. 7.12 30 LB ASPHALT PAPER. 7.1324 PREFINISHED ALUMINUM BREAKMETAL FASCIA. 7.14 R-30 POLY WRAPPED GLASS FIBER BATT ROOF INSULATION. 7.15 CONTINUOUS METAL FLASHING, TUCKED BEHIND BUILDING PAPER 4" MIN.. WEEP SCREED. 7.16 .24 PREFINISHED ALUMINUM BREAKMETAL FLASHING WITH DRIP EDGE DIVISION 8 - DOORS AND WINDOWS 8.01 PREHUNG EXTERIOR DOOR. THERMAL RATED. PAINTED. COLOR TBD. 8.02 SECTIONAL OVERHEAD STEEL DOOR. 8.03 WEATHERSTRIPPING. 8.04 ALUMINUM THRESHOLD. 8.05 FIXED WINDOW. 8.06 SINGLE HUNG WINDOW. 8.07 SLIDING GLASS DOOR 8.08 OPERABLE WINDOWS. DIVISION 9 - FINISHES 9.01 1/2" GYPSUM WALL BOARD. 9.02 PAINTED FINISH. 9.03 EXTERIOR STUCCO FINISH SYSTEM. 7 8" OVER SHEATHING, 5/8" OVER BLOCK. 9.04 EXTERIOR STUCCO FINISH SYSTEM -APPLIED PROFILE. 9.05 EIFS BANDING. 9.06 EIFS ACCENTS. 9.07 STONE VENEER 9.08 DECORATIVE LOUVER. HOMEOWNER TO SELECT/SPECIFY. 9.09 DECORATIVE BACKET. HOMEOWNER TO SELECT/SPECIFY. D N&D LOT 3 PSM 3382 ' PI T 2 BLOCK 12 LOT 4 LO TIER B BLOCK 12 BLOCK 12 TIER B TIER B SET N �c D N 10'A SPHAL T (ENCROACHES) N SET N 8c D ' LB#7132 LB#7132 LO i LOT 8 BLO K 12 TIM B 215'LOT 7 � 7.67' BLOCK 12 TIER B ONE i i 6.2X9.1' STORY WOOD �, FRAME ADDITI❑N Cu SHED - LOT 9 BLOCK 12 TIER B 4.8'20,5 ' NEW CONC, A/C PAD i N9. 1' CON ONE STORY ' �?w RESIDENCE 14.9' v -r -1"'-1.0 10.0' CONC iCQ DRIVE 1.6' OOD 20.5 �6 SIR 1/2" 5.0' 3'X5' SIR 1/2" LBff7132 3' STEPS i LB 117132 5'CONC WALK 10.0' 1- i N EDGE OF PA YEMEN T 'CM IN WELL BOX PI 66' R/W (IMPR 0 VED) ASPHAL T 1 SITE PLAN IK770201 SCALE: 1" = 10'-0" NORTH Property Address: 1013 Cypress Avenue Sanford, FL 32 771 —---o FD NAIL PI IMPERVIOUS INFORMATION EXISTING SITE 7061 SQ. FT. +/- EXISTING STRUCTURE 1290 SQ. FT. V. EXISTING PATIO, WALK, DRIVEWAY, A/C PAD 269 SQ. FT. NEW STRUCTURE 444 SO. FT. NEW CONC. A/C PAD 9 SQ. FT. NEW ISR% 28.49% 1 ELECTRICALPLAN_ E201 SCALE: 1/4" = 1'-0" NORTH $L SINGLE POLE SWITCH FOR LIGHT KIT IN FAN. ¢ LIGHT FIXTURE, CEILING MOUNTED -LS- DECORATIVE WALL SCONCE SINGLE POLE SWITCH LIGHT FIXTURE, WALL MOUNTED y TELEPHONE OUTLET THREE WAY SWITCH MR 16 MOUNTED ABOVE CABINETS OR UNDER BULKHEADS Q INTERCOM DIMMER SWITCH ® LIGHT FIXTURE, RECESSED ® CHIMES OUTLET 110-115 ®p RECESSED, VAPOR PROOF ® SMOKE DETECTOR QUAD OUTLET 110-115 0 RECESSED EYEBALL, ADJUSTABLE Q PUSH BUTTON OUTLET 110-115, SPLIT WIRED LAMP HOLDER W/ PULL DOWN OO EXHAUST FAN (� OUTLET 110-115, CEILING MOUNTED h LIGHT / EXHAUST FAN COMBO 0 DISPOSAL ([� OUTLET 110-115, FLOOR MOUNTED -RECESSED m m ROPE LIGHT _a DISCONNECT SWITCH OUTLET 110-115, MOUNT 42" A.F.F. FLUORESCENT FIXTURE ELECTRICAL PANEL dboH OVERHEAD DOOR OPENER OUTLET WITHIN 12" OF O.H DOOR OPENER FLUORESCENT FIXTURE WITH ACRYLIC DIFFUSER. CEILING FAN, INSTALLED db,,, GROUND FAULT INTERRUPTION OUTLET FLOODLIGHTS © CEILING FAN, PREWIRED OUTLET 220 \T/ TELEVISION OUTLET JUNCTION BOX cf)R SPECIAL PURPOSE OUTLET, REFER TO EQUIPMENT INSTALLATION ® —i L.E.D. o RECESSED UP LIGHT GUIDE FOR ELECTRICAL REQUIREMENTS --�-- DECORATIVE PENDANT SM"OKE DETECTORS SD SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, CO CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' SHALL BE BE WITHIN 5' OF ALL OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR BEDROOM DOORS. RETURN AIR STREAM AND EQUIPPED WITH A BATTERY BACK-UP. ELECTRICAL RISER DIAGRAM EXISTING 200 AMP (VERIFIED IN FIELD BY EC) MAIN DISC. SW MAIN #2/0 ALUM. S.E.R. DISC METER #6 RMX TO RANGE #10/3 TO DRYER INTERIOR 10/2 TO W/H SECONDARY FEED PANEL A/C & A/H T.B.D. BY UTILITY CO. #14 FOR LIGHT & POWER GROUND PER N.E.C. NOTE: 1. ELECTRICAL MATERIALS AND INSTALLATION SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC CODE, LOCAL CODES, AND THE POWER COMPANY. 2. ALL NEW ELECTRICAL OUTLETS SHALL HAVE ARC FAULT PROTECTIONS AND TAMPER PROOF RECEPTACLES PER 2014 FBCR E3902.12. Ot ELECTRICAL METER LOCATION TO BE VERIFIED BY ELEC. CONT'R 0 VERIFY IN FIELD FINAL LIGHT SWITCH LOCATIONS WITH OWNER. REFRIGERATOR OUTLET. ® MICROWAVE/HOOD OUTLET. GARBAGE DISPOSAL SWITCH. Date IDrawn By: Checked By 02/22/2018 1 WOK JWB Project No. 17-071 Sheet No. PLUMBING TE: U G.C. TO FIELD VERIFY LOCATION OF EXISTING PLUMBING LINES. Q KITCHEN SINK TO TIE INTO EXISTING LOCATION. CONNECT NEW DOMESTIC WATER LINES TO EXISTING. ® CONNECT NEW SANITARY LINE TO EXISTING. ■ PL 1 P201 SCALE: 1/4" = l'-0" NORTH GENERAL NOTES -PLUMBING 1. THE ENGINEER CERTIFIES TO THE BEST OF HIS KNOWLEDGE, ALL WORK DEPICTED IS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, INSTALLATION SHALL COMPLY WITH STANDARDS THEREIN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (I.E. VOLTAGE, WATER, DRAINS, GAS CONNECTIONS, ETC.) WHEN REQUIRED FOR THE CORRECT/APPROVED OPERATION, THE EQUIPMENT SHALL BE FURNISHED WITH ALL NECCESSARY ACCESSORIES WETHER CONSIDERED OPTIONAL OR STANDARD BY THE MANUFACTURER EQUIPMENT SHALL NOT BE ORDERED BASED ON MANUFACTURERS' MODEL NUMBERS. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, FREE FROM DEFECTS AND WITH FACTORY WARRANTY, PRODUCTS SHALL BEAR RESPECTIVE A.S.T.M. STANDARD LABELS AND INSTALLED AS PER LISTING UNDER SUCH. 4. INSTALL SANITARY LINES AS TO DRAIN WITH SLOPES OF NOT LESS THAN 118" PER FOOT FOR 3" SND ABOVE AND 1/4" PER FOOT FOR 2". 5. INSTALL PIPING AND EQUIPMENT ALLOWING ADECUATE ACCES FOR SERVICE TO VALVES AND EQUIPMENT OF OTHER TRADES, PROVIDE U.L. LISTED ACCESS PANELS IN WALLS AND CEILING WHERE ACCESS IS REQUIRED. 6. INSTALL CLEAN -OUTS AS INDICATED ON DRAWINGS AND AT EVERY 75 FEET, BASES OF STACKS AND CHANGE OF DIRECTION. 7. SANITARY, VENT AND RAIN WATER LEADER PIPING SHALL BE SCHEDULE 40 PVC SOIL PIPE WITH DRAINAGE TYPE FITTING, SOLVENT WELDED. PRIME FITTINGS AND PIPE ENDS PRIOR TO WELDING, EXCEPTION: IN AIR CONDITIONING PLENUMS, i.e. MECHANICAL ROOMS, CAST IRON PIPING SHALL BE USED. 8. DOMESTIC WATER PIPE SHALL BE TYPE L ABOVE GROUND AND TYPE K BELOW GROUND. SOLDER FITTINGS USING LEAD-FREE SOLDER, AVOID JOINTS BELOW SLABS OR INSIDE WALLS WHENEVER POSSIBLE. 9. PROVIDE EXPANSION AIR CHAMBERS OF 20 PIPE DIAMETERS BUT NOT LESS THAN 12". INSTALL AT EACH FIXTURE, GROUP OF FIXTURES, RISERS AND END OF SUPPLY LINES. 10. ISOLATE COPPER PIPING FROM DISSIMILAR METAL, MASONRY OR CONCRETE WITH FOAM PLASTIC, FIRE RETARDANT INSULATION OR SIMILAR METHODS APPROVED BY LOCAL JURISDICTION. 11. PROVIDE PIPE SLEEVES FOR ALL CEILING, FLOORS OR WALL PENETRATIONS PACK WITH FIRE RETARDANT CAULKING IN CONFORMANCE TO U.L. SPECIFICATIONS. 12. PLUMBING FIXTURES SHALL BE FIRST GRADE VITROUS CHINA CONFORMING TO ANSI STANDARDS, FURNISH TRAPS, VALVES AND ALL TRIM, COMPLY WITH ALL CODES AND ORDINANCES. A,ERICAN STANDARD OR EQUAL. 314 DIA. (MIN.) TEMPERATURE AND PIPE TO PAN W / PRES. RELIEF VALVE FUNNEL & AIR GAP DRAIN VALVE HOSE COLD WATER FITTING WATER CLOSET INLET LINE UNION 1 DIA(MIN.) SHUT-OFF PIPE TO 3" FD W I 2" VALVE HEAT TRAP FOR FITTING SEE A/C FOR DETAIL UNION ENERGY CODE 2 24GA SHEET METAL 1 V2" DEEP E= 0.89 AND 3" LARGER THAN UNIT ELECT. CONN. HOT WATER SUPPLY LINE ELECTRICAL ACCESS PANEL FIXTURE TRAP SIZE DRAIN VALVE HOSE WC CONNECTION WATER CLOSET 3" 4 1 DIA(MIN.) 2 PIPE TO 3" FD W I 2" FUNNEL & AIR GAP SH FITTING SEE A/C FOR DETAIL 40 GAL. WH DRAIN PAN OF GALVINIZED 2 24GA SHEET METAL 1 V2" DEEP E= 0.89 AND 3" LARGER THAN UNIT NEW ADDITION PLUMBING FIXTURE SCHEDULE QUANT. FIXTURE TRAP SIZE FU COUNT WC 1 WATER CLOSET 3" 4 OL 2 LAVATORY 2" 4 SH 1 SHOWER 2" 2 TOTAL 10 Date I Drawn By: Checked By 02/22/2018 WOK 1 JWB Project No. 17-071 Sheet No. EXISTING TRUEP"LAN TR201 SCALE: 1/4" = 1'-0" NORTH EXISTING 1) NO TRUSS BRACING REQUIRED OTHER THAN SHOWN ON THIS SHEET OR ON THE TRUSS ENGINEERING. 2) TRUSS NAILS (1Y2" LONG) MAY BE USED ON SINGLE PLY TRUSSES. ALL TRUSSES USE ANCHOR #1 FOR CONCRETE WALLS, ALL RAFTERS, JACK AND KING JACK TRUSSES 3) USE ANCHOR #35 FOR CONVENTIONAL FRAMED MEMBERS LIKE RAFTERS TO FRAME WALLS UNLESS MARKED. 4) ALL TRUSSES USE ANCHOR #36 FOR FRAME WALLS UNLESS MARKED.. 5) ANCHOR 2ND FLOOR FRAMING TO IST FLOOR FRAMING OR BEAM 32"'O.C. W/ MSTA36 W/ 16-10d FOR 2ND FLOOR WALL DOWN TO 1ST FLOOR WALL OR BEAM BELOW # USP# SIMPSON# MAX UPLIFT, LBS ANCHORS: TRUSS TO CONCRETE (D HTA20 w/7 -10d HETA20 w/7 -10d 1475 © HTA20 w/14 -10d HETA20 w/14 -10d 1890 © 2—HTA20 w/10 -10d EA.2—HETA20 w/10 -10d EA. 2500 ® MGT w/ % AB, 22-10d 3965 © MSTA36 W/ 26-10d HUCQ412 W/ 20-1/4" x 3 1/2" SCREWS HUCQ412 W/ 14-1/4" TAPCONS & 6-1/4" SCREWS ® LTTI 31 W/ 9" AB & 10-16d HDU5—SDS2.5 w/ R" AB & 5400 14-1/4"X 2-1/2" SCREWS MISSED LINTEL STRAP REPLACEMENT MTW12 w/ 7-10d MTSM16 w/ 7-10d 860 4— %e TAPCONS 4— Ya" TAPCONS ANCHORS: TRUSS TO WOOD FRAME MEMBERS 2—MSTA18 14-10d 2280 HTT16 w/ 14-10dx1i" 1260 HCLH/RH w/ 8-8d COM H5 w/ 8-8d COM 465 MTW12 w/ 14-10d 19 MTS12 w/ 14-10d 1000 7 2—MTW12 w/ 14-10d 2-MTS12 w/ 14-10d 2000 8 2—HTW24 w/ 20-10d 2—HTS24 w/ 24-10d 2900 HUCQ 412—SDS w/ 14 SDSJ"x2j"—COLUMN 6 SDSJ"x2j"—BEAM MSTC40 w/ 52-16d SINKERS 4335 41 MSTA24 w/ 18-10d 1640 © USE MTS 12 ® EACH FLOOR TRUSS WITH (14) 10D NAILS TO SECURE BOTTOM PLATE TO FLOOR SYSTEM. USE H4 0 EACH STUD WITH (8) SD NALS TO SECURE STUDS TO BOTTOM PLATE. SHINGLE LOADING 140 mph WIND 12 EXPOSURE C d 4-1' I -EEL OVERHANG PLUMB CUT TYPICAL TRUSS ENE) ® LIC.# AA26001266 2295 S. HIAWASSEE RD SUITE 304 ORLANDO FLORIDA 32835 P H: 407. 298. 5020 ,X:407_298.5030 Date; Drawn By: Checked By 02/22/2018 WOK J W B Project No. 17-071 mm Sheet No. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. (BY MFR.) 30# ROOFING FELOT OVER 7/16" O.S.B. SHEATHING W/ "H" CLIPS PRE -FINISHED ALUM.®j CONTINUOUS DRIP EDGE WOOD FASICA-SEE ELEV.S NOM. 2X6 SUB -FASCIA ALUM. VENTED SOFFIT EXTERIOR GRADE SHEATHING W/ VAPOR BARRIER & EXTERIOR FINISH SYS. AS SPECIFIED. SIMPSON LSTA18 @ 32" O.C. -, ROOF TRUSS BEARING HT. SEE A401 FIBERGLASS/ASPHALT SHINGLES AS SPECIFIED NOM. 2X4 "X" BRACING @ RIDGE, FIRST (3) TRUSSES SEE TRUSS PLAN FOR SPACING AND CONNECTION DETAILS. R-30 BATT INSULATION W/ INSULATION BAFFLE @ 2" MIN. CLEARANCE GABLE END BRACING DETAIL ROOF TRUSS DESIGN CRITERIA TOP CORD LIVE LOAD 20 p.s.f. TOP CORD DEAD LOAD 10 p.S.f. BOT. CORD DEAD LOAD 10 p.S.f. TOTAL 40 p.s.f. WIND SPEED 139 m.p.h. DURATION FACTOR 1.25 SIMPSON SPH4 OR USP SPTH4 -� 2x8 RIDGE SIMPSON 2x6 RAFTERS @ H5 or H2.5 24" O.C. @ EA. 2x4 VERT. 2x4 VERT. @ 48" 0 PLACED ABOVE TRUSSES BELOW FLOOR DESIGN CRITERIA 2x8 ON FLAT SIMPSON TOP CORD LIVE LOAD 40 H5 or H2.5 TOP CORD DEAD LOAD 10 @ EA. 2x4 BOT. CORD DEAD LOAD 5 VERT. SIMPSON TOTAL ROOF DECK H5 or MTS1 DURATION FACTOR 1.00 @ EA. TRUSS IIIIIIIJ @ EACH END OF HEADER INTERSECTIO MIN. 113L. 2X HDR / T FLOOR DESIGN CRITERIA (STAIR, DECK AND BALCONY) TOP CORD LIVE LOAD 40 p.s.f. TOP CORD DEAD LOAD 10 p.S.f. BOT. CORD DEAD LOAD 5 p.s.f. TOTAL 55 p.s.f. DURATION FACTOR 1.00 Q RIDGE 2 v G 1 / / - - RIDGE -- 4'- - O ._5 . -..mCD,, G ILd {._ -,7N...... a_,. _ ,i. ROOF NAILING ZONE CHART PRE ENG. WD. TRUSSES @ 24" 0. VALLEY/CONY. FRAME DETAIL GABLE END TRUSS (IF APPLICABLE), SEE ROOF PLAN PROVIDE 1/8' SPACING= � AT PANEL EDGES APA 40/20 19/32' - EXPOSUREI PLYWOOD SHEATHING I-r1_I IV" I- V ILII\ ALL PLYWOOD SE MS BETWEEN IST (3, TRUSSES NAIL SEAM w/ 106 m 4' O/C EACH SIDE OF SEAM I PANEL ENDS 1. TRUSSES MUST BE CAPABLE OF TRANFERRING LATERAL LOADS TO BEARING WALLS. 2. TRUSSES, GIRDERS, AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A NAIL, STRAP OR CLIP SHOULD BE VERIFI'ED BY THE STRUCTURAL ENGINEER. 3. HEADER STUD REQUIREMENT 2 HEADER STUDS (EACH SIDE) 1'-6" TO 6'-0" 3 HEADER STUDS EACH SIDE 6'-0" TO 12'-0"„ 4 HEADER STUDS (EACH SIDE 12'-0" TO 18'-0" 4. BEARING/SHEAR WALL NAIL P TTERN 1. PLYWOOD: (FIELD) USE 8D NAILS @ 12" 0/ C EDGE) USE 8D NAILS @ ;o" 0/C 2. GYPSUM: (FIELD) USE 5D NAILS @ 10 0/C (EDGE) USE 5D NAILS @ 7" 0/C 5. ROOF NAILING PATTERN O ZONE 1 - USE 8D COMMON NAILS @ 12" 0/C 02 ZONE 2 - USE 8D COMMON NAILS @ 6" 0/C G ZONE 3 - USE 8D COMMON NAILS @ 4" 0/C 6. 1/2" GYPSUM CEILING: USE 5D NAILS @ 7" 0/C 7. SENCO 2 3/4" X .131 & PASELODE 2 3/4" X 099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS w". I . ,..ti.Ir. , TYP. WAIL SECTION) w/ (2) l6d TO EACH TRUSS EI 1D DOUBLE TOP PLATE TRUSS TRUSS (OR RAFTER) CONNECTOR P.T. SILL PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS PRE -ENG. WOOD TRUSSES g 24' O/C (SEE ROOF PLAN) STRAP :NGTH f UDS BELOW FOR 0. OF STUDS LL BLKG SPH4 OR -H4 f LATERAL BRACING IF REQUIRED (SEE TYP. WALL SECTION) NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) Q1 EDGE NAILING Sd o 4' O.C. RING SHANK (2) INTERMEDIATE NAILING Sd fa+ Ib' O.C. RING SHANK 0 BOUNDRY NAILING ad ,9 4' O.G. RING SHANK a l Rk LE S UDS MEN w 12" FLAT 1 1 1 1 2 1 2 1 2 1 2 Q N NUMBER OF FULL-LENGTH STUDS Q IIIIIIIJ @ EACH END OF HEADER FULL Lf MIN. 113L. 2X HDR 2 3 3 3 1 3 WALL S 1 2 2 3 1 4 5 5 12" FLAT STRAP W Up REE CHARRED T (, s z Z W HEADER STUDS - ®_ �^ V, J W O F- SEE CHART BELOW FOR REQUIRED NO. OF STUDS W MID -WP MO W Architect of Record. John W. Burt - AR93163 CONT. all -- NAIL PER S HEDU E - 1 11/14/2018 REVISION Dale: Drawn By: WINN MEN 02/22/2018 SIMPS01` USP SP P.T. SILL PLATE TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS PRE -ENG. WOOD TRUSSES g 24' O/C (SEE ROOF PLAN) STRAP :NGTH f UDS BELOW FOR 0. OF STUDS LL BLKG SPH4 OR -H4 f LATERAL BRACING IF REQUIRED (SEE TYP. WALL SECTION) NAILING SCHEDULE (UNBLOCKED DIAPHRAGM) Q1 EDGE NAILING Sd o 4' O.C. RING SHANK (2) INTERMEDIATE NAILING Sd fa+ Ib' O.C. RING SHANK 0 BOUNDRY NAILING ad ,9 4' O.G. RING SHANK @ CORNER NAILING Sd ,9 4' O.G. RING SHANK BOND BEAM OR TIE BEAM (SEE TYP. WALL SECTION) GABLE END & ROOF SHEATING ATTACHMENT DETAIL BOTTOM CHORD NAILED TO DIAGONALS W/ 2 - 8d NAIL DIAGONALS FROM BRACED BAY AT 20'-0' INTERVALS REPEAT AT BOTH ENDS BOTTOM CHORD OF '--CONT. 1'x4' HORIZONTAL BRACING TRUSSES (TYPICAL) LOCATED 10'-0' C/C MAX, TYP. RESTRAINT DETAIL STRUCTURAL SPECIFICATIONS 1. DESIGN LOADS A. IN ACCORDANCE WITH 2017 FBC SECTION R301: 1. ROOF LIVE LOADS OF 20 PSF 2. WIND LOADS IN ACCORDANCE WITH 2017 FBC 140 MPH REGION. 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. LUMBER (SPACED AT 16" O.C.) A. ALL STRUCTUAL LUMBER 10 9. HIGH AND UNDER SHALL BE #2 SPRUCE. B. ALL STRUCTUAL LUMBER 10'-1" TO 12'-4" FT. HIGH SHALL BE 2x4 #2 SYP. C. ALL STRUCTUAL LUMBER 12'-5" TO 16'-0" FT. HIGH SHALL BE 2x6 #2 SPRUCE. D. ALL STRUCTUAL LUMBER 16'-1" TO 19'-0" FT. HIGH SHALL BE 2x6 #2 SYP. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY SHALL BE PRESSURE TREATED) 5. TRUSSES A. PRE-ENGINEERED WOOp TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SBCCI. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION., MASONRY UNITS 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. MORTAR 1. MORTAR SHALL BE TYPE S IN ACCORDANCE WITH ASTM C270. METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTM A36 FOR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. 3. INTERIOR WALLS TO BE 2X METAL STUD @ 16" O.C. MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8" THICK. 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT SHALL BE PLACED IN BED JOINTS ATNOT MORE T(iAN 16" O.C. REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE NO. 5 BARS. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. MINIMUM WALL AND HEADER STUD REQUIREMENTS -H MLMBLK RECORD COPY 1'x4' CONT. LATERAL WOOD BRACING LIC.# AA26001266 MAXIUMUM HEADER SPAN (ft.) iFPA�� 10'-0' SPACING AND AS REQUIRED 3' 1 6' 1 9' 1 12' 1 15' 1 18' ~ NUMBER OF HEADER STUDS \G , ���3 o 0 SUPPORTING END OF HEADER w 1 1 1 1 2 1 2 1 2 1 2 Q N NUMBER OF FULL-LENGTH STUDS Q IIIIIIIJ @ EACH END OF HEADER 10' OR LESS 2 2 3 3 3 1 3 MORE THAN 10' 1 2 2 3 1 4 5 5 MINIMUM WALL AND HEADER STUD REQUIREMENTS -H MLMBLK RECORD COPY 1'x4' CONT. LATERAL WOOD BRACING LIC.# AA26001266 NAILED TO BOTTOM CHORD MAXIMUM iFPA�� 10'-0' SPACING AND AS REQUIRED Owner BY TRUSS MANUFACTURER (REFER TO TRUSS NOTES AND \G , ���3 o TRUSS LAYOUT FOR LOCATION) Q .� -ENGINEERED WOOD TRUSSES 4 OVERLAP @ SPLICES PLAN VIEW TYP. CONTINUOUS LATERAL BRACING DETAIL ARCHITECTS LIC.# AA26001266 2295 S. HIAWASSEE RD SUITE 304 ORLANDO FLORIDA 32835 PH:407298.5020 FX:407.. 298.5030 Owner JORGE BOTERO z Q Q O Q IIIIIIIJ Q Q IIIIIJ W � W U N ® z z< cc:ELL WO V, W Up (, s z Z W < ®_ �^ V, J W O F- a: W MO W Architect of Record. John W. Burt - AR93163 Revisions 1 11/14/2018 REVISION Dale: Drawn By: Checked By: 02/22/2018 WOK JWB I Project No. 17-071 Sheet No. NEW A4_ 0- .2