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202 Laurel Ave - BC12-002134 (EXTERIOR MODIFICATION) (A)11 PROJECT SITE PLAN NOT TO SCALE EXTERIOR MONDIFIC TION LU 202 LAUREL AVECD 0 SANFORD, FL. 32771 �z - F 1�( N0. DESCRIPTION GENERAL LAYOUT) COVER PAGE SANFORD BUILDING OEP'r" SITE PLAN - A-3 ARE PERR1IET.IA PERPv17 ISANO E rnaaSr EIA pLANSS UL BE T WIT" DEMO PLAN A-4 AGC -r -F1 EN'E TO PROCEED r CON`3TRUED TO EE A LICVIOLATE, yjoRK AND NOT AS AUTI IORITY TO ANY OF THE A— S NEW EXTERIOR . LAYOUT THE ALTER, OR SET ASIDE CANCEL, ~ OF THE. TECHNICAL NT rH NOR SHALL cJ THE �3UILDIPdO DETAILS PROVISIONS IFS,UANCE OF'A PRNII7 PF2EVE�I? FROM.THEREAFTER FLANS�CONSTRUCTING A EC- [OPE V) EXISTING ELEVATION -A-7 A- 8 .NEW. .DEPT ii T[ON OF ERROR5 ON THE VIOLATIONS OF THE C��OE . BUILDING CO_DE DATA = PROJECT DIRECTORY, OR OTHER. HEADER PLAN A-11 N0. OF STORIES�� OWNER: CLASSIFICATION. FIRE PROTECTION PROVIDED NO SMOKE DETECTION SYSTEMS YES MICHAEL 8c NANCY ROBERTS EMERGENCY LIGHTING & EXIT SIGNS YES 202 LAUREL AVE AS PER FLORIDA BUILDING CODE 2010 v WIND SPEED (VULT) 140 MPH WIND IMPORTANCE FACTOR 1.0 SANFORD, FL. 32771 OCCUPANCY: GROUP B, ' BUISNESS/ (UNSPRINKLED) BUILDING CATEGORY 2 EXPOSURE CATEGORY B �W CLASSIFICATION OF CONSTRUCTION: TYPE V - B LL INTERNAL PRESSURE COEF. MAX. DESIGN WIND PRESSURE 0,18 25"9/-34.07 P.S.F. SECTION 1004: DEAD END CORRIDOR NOT TO EXCEED 20, WIND BORNE DEBRIS REGION YES MAXIMUM TRAVEL DISTANCE TO EXIT 200'. HI VELOCITY HURRICANE ZONE NO LIFE SAFETY .CODE OCCUPATIONAL CLASS: BUSINESS BUILDING ING CODES IN EFFECT: IL FBCB (2010 EDITION) GENERAL NOTES: <� FEBC (2010 EDITION) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS. ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT; EXCEPT OCCUPANCY LOAD: FBCM (2010 EDITION) - WHERE A DIFFERENT DETAIL .IS SHOWN. FBCP (2010 EDITION) FBCFG (2010 EDITION) SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF ARCHITECTURAL OR STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED without EXPRESS WRITTEN PERMISSION TABLE 503, MAX. FLOOR AREA — B = 18,000 S0. FT.. FFPC (2010 EDITION) FROM ARCHITECTURAL DESIGN SERVICES OF CENTRAL FLORIDA, INC. TABLE 1004.1.2, FLOOR AREA ALLOWANCE PER OCCUPANT: NEC (2008 EDITION) MANUFACTURERS OF ANY PRE—ENGINEERED; PREFABRICATED SYSTEM OR COMPONENT SHALL BUSINESS 2456/100 GROSS= 24.5ERECTION SUBMIT SHOP DRAWINGS FOR THE ENGINEER/ARCHITECTS APPROVAL PRIOR TO FABRICATION OR .AREA OF SYSTEM/COMPONENT: THESE SHOP DRAWINGS SHALL BE SIGNED AND SEALED. BY A FLORIDA REGISTERED ENGINEER. TOTAL = 24.5 - FT I f1 �/ I l l� THE BUILDING IS DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD BUILDING CODE FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. N0. DESCRIPTION GENERAL LAYOUT) COVER PAGE A-2 SITE PLAN - A-3 DEMO PLAN A-4 FOUNDATION PLAN A— S NEW EXTERIOR . LAYOUT A-6 DETAILS EXISTING ELEVATION -A-7 A- 8 .NEW. ELEVATION - A-9 ELECTRICAL PLAN A-10 HEADER PLAN A-11 ROOF PLAN A-1 PROCEDURES OR METHODS OF INSTALLATION OR THE RESULT OF DECISIONS MADE OR EXECUTED BY OTHERS DURING AND FOLLOWING 'PARTIAL' OR COMPLETED CONSTRUCTION OF THIS PROJECT. ANY CHANGES TO THE MATERIALS AND/OR REQUIREMENTS CALLED FOR IN PLANS MIDST BE APPROVED IN WRITING BY THE DESIGNER, REQUESTS SHALL BE ACCOMPANIED BY MANUFACTURER'S DOCUMENTATION WHICH CONTAINS ADEQUATE FOR EVALUATION AS TO WHETHER OR NOT THE MATERIALS ARE AN EQUAL TO THOSE SPECIFIED IN THE PLANS. CONTRACTOR SHALL VERIFY ALL COVER PAGE A-2 SITE PLAN - A-3 DEMO PLAN A-4 FOUNDATION PLAN A— S NEW EXTERIOR . LAYOUT A-6 DETAILS EXISTING ELEVATION -A-7 A- 8 .NEW. ELEVATION - A-9 ELECTRICAL PLAN A-10 HEADER PLAN A-11 ROOF PLAN POINT FIN. FINISH FLR, FLOOR REINF. REINFORCED /REINFORCING FTG.. FOOTING REQ'D REQUIRED LO GA. GAUGE RM ROOM _ GALV GALVANIZED SIM. SIMILAR DIMENSIONS, ANGLES, PITCH'S AND ETC. AND SHALL BE RESPONSIBLE FOR ALL SUCH CONDITIONS. G.I. GALVANIZED IRON STD.. STANDARD GYP. BD GYPSUM BOARD T.O.M. TOP OF MASONRY. H.M. HOLLOW. METAL T.O.S, TOP OF STEEL HORIZ. HORIZONTAL TYP. TYPICAL. H.P. HIGH POINT U,N.O.: UNLESS NOTED OTHERWISE INSUL. INSULATED, INSULATION V.C.T. VINYL COMPOSITION TILE L.L.V. LONG LEG VERTICAL W/ WITH L.P. LOW POINT W. C. WATER CLOSET W.W.F. WELDED WIR�FABIIC�� cv W �o � � J Q z C:) D -r PO CV �EF CD 2'. z:m Ca C,a Q � W J O Q � � LJ.J cn 00 co Ca CacW p r�a_ CD C:Uj 3 THE STRUCTURAL .INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION TOTAL OCCUPANT_ LOAD, = 24 OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING,. AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE ,WORK. L ABBREVIATIONS S E F ABOVE FLOOR S. JEFFREY GILGER, DESIGN SERVICES, INC. WITH S. JEFFREY A.F.F. FINI H D MAS . MASONRY GILGER OR AFFILIATES, DON BOLDEN ENGINEERING INC, WORKING ,FOR OR REPRESENTING DESIGN ALUM. ALUMINUM MATT.. MATERIAL MAX. MAXIMUM SERVICES SHALL NOT BE HELD RESPONSIBLE BY ANY PARTY INVOLVED IN DESIGN, BD. BOARD MIN. MINIMUM PRODUCTION OF AND/OR .INSTALLATION OF COMPONENTS AND/OR CONSTRUCTION CMU CONCRETE MASONRY UNIT., MISC. MISCELLANEOUS.'. CONC. CONCRETE M.O. MASONRY OPENING ` OF ANY PART OF THIS PROJECT, SHOWN. HERE ON AND AS APPROVED FOR C.O. CLEAN OUT MTD, MOUNTED C.T. CERAMIC TILE BUILDING PERMIT THAT SHALL FURTHER ABSOLVE DESIGN SERVICES INC.' WITH N.I.C. ....NOT IN CONTRACT S. JEFFREY GILGER AND/OR ITS AFFILIATES OF LIABILITY RESULTING OR E.LF.S, EXTERIOR INSULATION. O.C. ON CENTER & FINISH SYSTEM r� O.H. DOOR OVERHEAD DOOR U RE EATING TO DAMAGE TO PERSONS OR MATERIALS USED. TO BUILD LD THI_>. ELEV. ELEVATION PROJECT, DESIGN SERVICES INC. WITH S. JEFFREY GILGER AND/OR ITS E.W.C. ELECTRIC WATER, COOLER PL, PLATE AFFILIATES SHALL NOT BE CONSIDERED RESPONSIBLE FOR THE SELECTION OR PREFAB. PREFABRICATED F.D. FLOOR DRAIN P.S.F. POUNDS PER SQUARE FOOT USE OF OR THE PERFORMANCE OF ANY MATERIAL, LABOR,, OR CONSTRUCTION F.F. FINISH FLOOR PT, LL w v cry i IUl " N I r�II o V crLoQ 1LL Ld n 0" Lr.J w v� 0 SJ G .DATE 04/30/20'12 REVISION REVISION DATE Fllf � SCALE As Noted SHEET DIMENSIONS, ANGLES, PITCH'S AND ETC. AND SHALL BE RESPONSIBLE FOR ALL SUCH CONDITIONS. G.I. GALVANIZED IRON STD.. STANDARD GYP. BD GYPSUM BOARD T.O.M. TOP OF MASONRY. H.M. HOLLOW. METAL T.O.S, TOP OF STEEL HORIZ. HORIZONTAL TYP. TYPICAL. H.P. HIGH POINT U,N.O.: UNLESS NOTED OTHERWISE INSUL. INSULATED, INSULATION V.C.T. VINYL COMPOSITION TILE L.L.V. LONG LEG VERTICAL W/ WITH L.P. LOW POINT W. C. WATER CLOSET W.W.F. WELDED WIR�FABIIC�� cv W �o � � J Q z C:) D -r PO CV �EF CD 2'. z:m Ca C,a Q � W J O Q � � LJ.J cn 00 co Ca CacW p r�a_ CD C:Uj 3 THE STRUCTURAL .INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION TOTAL OCCUPANT_ LOAD, = 24 OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING,. AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE ,WORK. L ABBREVIATIONS S E F ABOVE FLOOR S. JEFFREY GILGER, DESIGN SERVICES, INC. WITH S. JEFFREY A.F.F. FINI H D MAS . MASONRY GILGER OR AFFILIATES, DON BOLDEN ENGINEERING INC, WORKING ,FOR OR REPRESENTING DESIGN ALUM. ALUMINUM MATT.. MATERIAL MAX. MAXIMUM SERVICES SHALL NOT BE HELD RESPONSIBLE BY ANY PARTY INVOLVED IN DESIGN, BD. BOARD MIN. MINIMUM PRODUCTION OF AND/OR .INSTALLATION OF COMPONENTS AND/OR CONSTRUCTION CMU CONCRETE MASONRY UNIT., MISC. MISCELLANEOUS.'. CONC. CONCRETE M.O. MASONRY OPENING ` OF ANY PART OF THIS PROJECT, SHOWN. HERE ON AND AS APPROVED FOR C.O. CLEAN OUT MTD, MOUNTED C.T. CERAMIC TILE BUILDING PERMIT THAT SHALL FURTHER ABSOLVE DESIGN SERVICES INC.' WITH N.I.C. ....NOT IN CONTRACT S. JEFFREY GILGER AND/OR ITS AFFILIATES OF LIABILITY RESULTING OR E.LF.S, EXTERIOR INSULATION. O.C. ON CENTER & FINISH SYSTEM r� O.H. DOOR OVERHEAD DOOR U RE EATING TO DAMAGE TO PERSONS OR MATERIALS USED. TO BUILD LD THI_>. ELEV. ELEVATION PROJECT, DESIGN SERVICES INC. WITH S. JEFFREY GILGER AND/OR ITS E.W.C. ELECTRIC WATER, COOLER PL, PLATE AFFILIATES SHALL NOT BE CONSIDERED RESPONSIBLE FOR THE SELECTION OR PREFAB. PREFABRICATED F.D. FLOOR DRAIN P.S.F. POUNDS PER SQUARE FOOT USE OF OR THE PERFORMANCE OF ANY MATERIAL, LABOR,, OR CONSTRUCTION F.F. FINISH FLOOR PT, LL w v cry i IUl " N I r�II o V crLoQ 1LL Ld n 0" Lr.J w v� 0 SJ G .DATE 04/30/20'12 REVISION REVISION DATE Fllf � SCALE As Noted SHEET THE STRUCTURAL .INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON THE INTERACTION TOTAL OCCUPANT_ LOAD, = 24 OF VARIOUS CONNECTED COMPONENTS. PROVIDE ADEQUATE BRACING, SHORING,. AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE ,WORK. L ABBREVIATIONS S E F ABOVE FLOOR S. JEFFREY GILGER, DESIGN SERVICES, INC. WITH S. JEFFREY A.F.F. FINI H D MAS . MASONRY GILGER OR AFFILIATES, DON BOLDEN ENGINEERING INC, WORKING ,FOR OR REPRESENTING DESIGN ALUM. ALUMINUM MATT.. MATERIAL MAX. MAXIMUM SERVICES SHALL NOT BE HELD RESPONSIBLE BY ANY PARTY INVOLVED IN DESIGN, BD. BOARD MIN. MINIMUM PRODUCTION OF AND/OR .INSTALLATION OF COMPONENTS AND/OR CONSTRUCTION CMU CONCRETE MASONRY UNIT., MISC. MISCELLANEOUS.'. CONC. CONCRETE M.O. MASONRY OPENING ` OF ANY PART OF THIS PROJECT, SHOWN. HERE ON AND AS APPROVED FOR C.O. CLEAN OUT MTD, MOUNTED C.T. CERAMIC TILE BUILDING PERMIT THAT SHALL FURTHER ABSOLVE DESIGN SERVICES INC.' WITH N.I.C. ....NOT IN CONTRACT S. JEFFREY GILGER AND/OR ITS AFFILIATES OF LIABILITY RESULTING OR E.LF.S, EXTERIOR INSULATION. O.C. ON CENTER & FINISH SYSTEM r� O.H. DOOR OVERHEAD DOOR U RE EATING TO DAMAGE TO PERSONS OR MATERIALS USED. TO BUILD LD THI_>. ELEV. ELEVATION PROJECT, DESIGN SERVICES INC. WITH S. JEFFREY GILGER AND/OR ITS E.W.C. ELECTRIC WATER, COOLER PL, PLATE AFFILIATES SHALL NOT BE CONSIDERED RESPONSIBLE FOR THE SELECTION OR PREFAB. PREFABRICATED F.D. FLOOR DRAIN P.S.F. POUNDS PER SQUARE FOOT USE OF OR THE PERFORMANCE OF ANY MATERIAL, LABOR,, OR CONSTRUCTION F.F. FINISH FLOOR PT, LL w v cry i IUl " N I r�II o V crLoQ 1LL Ld n 0" Lr.J w v� 0 SJ G .DATE 04/30/20'12 REVISION REVISION DATE Fllf � SCALE As Noted SHEET LL w v cry i IUl " N I r�II o V crLoQ 1LL Ld n 0" Lr.J w v� 0 SJ G .DATE 04/30/20'12 REVISION REVISION DATE Fllf � SCALE As Noted SHEET SJ G .DATE 04/30/20'12 REVISION REVISION DATE Fllf � SCALE As Noted SHEET FULTON STREET ---------------- ------ N' tiF 3 m w r - rV) SCALE'! "=10' W 1L w V) L,, ce LL N w w s CJ r �i u. ce s w u ui 1 LEGAL DESCRIPTION. LOTS 1; 2 AND THE EAST 1 /2 OF L OT 3, BLOCK 1; TIER 8, FLORIDA LAND AND COLONIZATION CO., LTD. E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT. THEREOF AS RECORDED IN PLAT BOOK _1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. F a w I u m f J } w W a � V) O LSU h�✓ • 1 U) 2 r) H L.1 U Z ^ V) V) V) ri 7 N W E . U7 0 I 0 I V) w V) I ' , (Y Lo CD j .i I ' LJ. Q 1J ) i V) V) . 7 V) !r W ] K FL L ) w CJ oQ} W Lu TJ n V) C V) i. Li. Qj Y ~ V) � Q L o� 2 0 �y m r . W LL - rf � o �n F S)G DATE 04/30/20'12 REVISION REVISION DATE mu / SCALE As N otec DEMOLITION L. REMOVE EXISTING. WING. WALLS AND REPLACE WITH CORBELS TO MATCH EXISTING CORBELS. O2 REMOVE SECTION OF ROOF TO ALLOW FOR NEW COVERED ENTRY. O3 AREA OF CMU WALL TO BE REPAIRED. yey tVger Design Services Inc. Since 1988 vi C:) J Lo r— REMION DATE FILE BCALE As.. N otecl (D %iEU 3 /�1 c-3 CD rz) -=r C:) V) Lo CD Co Fz ci >< LL -1 Nw U -j L- 1--) (Z) rl) rl Co � CJ aj :Z: S2 LJ nf L- Lr LL, UOG? Ci CD LJ O too Ln O ca 5J G DATE : 04/30/20"12 REVISION REMION DATE FILE BCALE As.. N otecl A %iEU 3 /�1 iz rr LU LJ nf L- Lr Cn CD LJ Ld 7 U) LL. .j D5 ct� V) z it 15 Lj O too Ln O ca 5J G DATE : 04/30/20"12 REVISION REMION DATE FILE BCALE As.. N otecl A %iEU 3 /�1 ACCEPTABLE. DIL TO RECEIVE fE SLAB REINF. W/6x6- 1. OR FIBER MESH OVER 6 MIL. ND COMPACTED CLEAN TERMITE - 1, ie®r). J tger Desigti3etvices Ina i' .sine, 1988 . V) z W I W N i (-) Q (.nCL LA J N CD l:D Q �� �� o � z _� a o� V) cy w ;z ;K C5V LLJ CD J. rJ G f c -Y L (� L cJ ] Z r F- W I.. u z Lo o = — J (JLJ _cyQLy U Y IW - rn 6 r LJ r ) Q - O J J J. CC r i.)LL W J V) O Z UW �cl� [YI y �Y n � i z V) s v) or .� i, U < _ LL LL l W r /) ly ` r nw N rn X' Cy CE J u l- J J L rn W z �Vl n 0 cr O Q in H V, n wLL CL L th LU o J !J) L � O () I_j !J - .. I- W J f DRAM B Y REVISION BY S)G. J) c� w w DATE 11 Y W O4/3O/2042 1 tY rj w REVISION REVISION DATE IT Ur a FILE �J ry %v W z SCALE As N Qte V) SHUT 1,U) J t A- 4/11 W U1 F3 NEW EXTERIOR FLOOR PLAN V) T it oN cv r- cam"' Ll o z N CE) ..r, LL �. Q Zzp in CC -,I C:) W u O U m� N O O w Q���w LLiil QF= Or'�a. oIz or_ vi LLJ (n LLJ �. W U V LD Iw li ' .r. ry t9 i M I U LL 0 1 Z j zj V7 fY W vi co C i Z: I ' w, 3 c� u� o C V L d Z R V V) W W C U LL1 co L U5 0 V W z_ Lt, LtL Q ;V :( W FL z 1 LJ 0 e co co '�j� N ,j� V w Ji CL: ( p�, n � X Z iy I:Q. W W 7 (.> � w t > ID r) DRAW BY REMSION BY SJ G i a DATE 04/30/2012 W W (_) z REVISION REVISION DATE UJw = W vi w FI E U CL W n r SCAM - - � As N otec} (;, .. I SHEET -,J A- 5/11 J L SPANK.. �.. _ __ ...-�. �... �. 0G" c uj THIS LETTER IS TO APPROVE THE USE OF THE FOLLOWING GUN NAILS MISPLACED DOWEL NOTE , o s> �, AS EQUIVALENT TO COMMON WIRE NAILS AS FOLLOWS: 1- STORY STEM WALL' FTR, TO BE 18 W X 12 D THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL ;co COMMON SPECIFIED SPACING ITW PASLODE PULL THRU SPACING REINFORCING AT AN INCORRECT LOCATION. - - - W (2) 5 BARS CONT., 25 LAPP SPLICE WIRE NAIL EDGE FIELD CATALOG EDGE FIELD y 8d 6" 12" 097387, 097394, 097397 5" 10 IF WALL HAS NOT BEEN BUILT; DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED., 4" 12 3.5" 10" EDGE OF THE SLAB AT THE CORRECT LOCATION.. EPDXY A 30 LONG ,#5 REBAR INTO THE. z W �--+�-' 3 12" 2.5" 10 DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19 AND BEND VERTICAL cy L BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. f w <n 8d 6" 12" 401838 5" 10.5" IF THE WALL HAS BEEN BUILT, CORE THE WALL AT .THE CORRECT LOCATION 16" WIDE AND 4" V' 11 ., p 5" DEEP: FULL OPENING AT THE FLOOR, DRILL HOLE AND INSTALL 30" LONG REBAR AS ,DESCRIBED TURRET W \E\lo ,Q� Fl\q D FTAI L 4„ 12 3.5 1 ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL �X 3 12 2.5 10.5 AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE~ L u NAIL GUN SCHEDULE REPAIRS NECESSARY TO THE TIE BEAM. y f ra I V) HOLD PLATES 1/2" OFF EXISTING RIDGE TO ALLOW \FOR NEW SHEALTHING TO MATCH EXISTING SHEALTHING ALL HURRICANE HOLD-DOWNS FOR WOOD TO II II II II II II II II 1 Pr)KITINInI IC 1 -UF� PF -PAP W/�`\ WOOD ARE SIMPSON MTS -12 UNLESS II Ii II II it II II z VV/ L�J I\LU/11\J UU I I I VVM I J. 2" X 6"; #2 SYP, - OTHERWISE NOTED. RAFTERS II II II II W 2" X 8" PLATE W/ . r. , (4) 16d TO I I I I I I I I I I I EACH TRUSS BELOW i�_' WOOD FOR STRUCTURAL CONDITIONS TO BE a II II oil II II Q GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I. II II II II a_° a 11 II li oil II II II �� u II 34 CLIP (TYP I I z SII II II II II II II "II II I II' . III I �I PI. .TRUSS I) 'LJw I II EXIST. RAFTERS J o < 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED �i s I`' PER MANUFACTURER. ROOF -OVER FRAMING PLAN w I v ROOF EDGE ® L1 2. HEADER STUD REQUIREMENT: 1 HEADER STUDS EACH .SIDE) l'-6" TO 6'-0" 1 2 J 0 2 HEADER STUDS EACH SIDE) 6'-0" © TO 12'-0" 2 HEADER STUDS (EACH SIDE) 12'-0"(0 18'-0" o p -I I " 3. BEARING WALL NAIL PATTERN ' RIDGE' 4 zx4 WIND BRACE '\\� a -i ` �i - 1. PLYWOOD: (FIELD) USE 10d NAILS © 12 0/C (D TYP. 8 x8�i X16» CMU BLOCK (EDGE) USE 10d NAILS @ 6 0/C ® NAIL To RAFTER \ _ N (3)1 sD PER END 2. GYPSUM: (FIELD) USE 5d NAILS 1 Q" 0/C Z [ n r I r W/ STUCCO VENEER AND (EDGE) USE 5d NAILS @ 7" 0/c ® © ©®w ®� Q� 2X4 COLLAR TIE ` vi n J� EVERY RAFTER.SET w w �} 2#5 DOWEL W/ 10 STD. 4. ROOF NAIL PATTERN: c ) (3)16D PER END a u 0 ZONE 1 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) (o (3) vs 0::�..� HOOK AND CONC. FILLED CELL. ZONE 2 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIEL6)1 2x4 PLATE ATTACH w ' T ZONE 3 = USE 8d RING -SHANK NAILS (6 EDGE, 6" FIELD) TO TRUSSES BELOW W/ - 5 3 W 3'\ (3)161, PER TRUSS s c 5. 5/8" GYPSUM CEILING: USE 5d NAILS © 7" O/C 35.0 r -� V) LIJu�. _ CONSTRUCTION NOTES G h` FOUNDATIONS: I: (�' Q Ln PAVEMENT GENERAL.: 1. FOOTING DESIGN BASED ON MIN, ALLOWABLE SOIL BEARING 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMINGANCHORS OF �+ Q 1. LIVE LOAD - ROOF 20 PSF.-FLOORS 40 PSF. PRESSURE OF 2000 PSI THE SIZE AND TYPE RECOMMENDED BY THE MANUF, FOR EACH 0 - DECKS 40 PSF,-STAIRS 40 PSF. 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING, RECOMMENDED NAILS, (SIMPSON STRONG TIE DEAD LOAD ROOF 15 PSF SHINGLE: -FLOORS 20 PSF, UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) ,OTHER MANUF. WITH UL LISTED, AND DECKS 20 PSF,-STAIRS 20 PSF: NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BELL 2, WIND SPEED - 140 MPH 3. PREPARATION OF THE 'SUB -GRADE TO FOLLOW RECOMMENDATIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 72 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE AS OUTLINED IN THE GEOTECHNICAL REPORT 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM c(j) Q FLORIDA BUILDING CODE 2010 EDITION 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE OF 1/2" DIAMETER (ASTM A-307) ra vim// w VERTICAL TO.(2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN 4, ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE j V) PERMITTED. EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST' PRODUCTS 6 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN, SUPPORTS. STEEL PIPE OF LARGER DIAMETER. 8: ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED ' w CONCRETE:, WOOD: NAILING SCHEDULE FROM THE F.B.C. 2007 ED, ui 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL „ '-1 DRAVM BY REVISION BY _ 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-05 BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE DESIGN CRITERIA: } n S) G 2, MIS DESIGN CRITERIA: PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION n u DATE 1. SECTION R301.2.1.1 - MINIMUM DESIGN LOADS FOR BUILDINGS , ALL GONG. TYPE 1 PORTLAND CEMENT.(ASTM C 105) OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND OTHER STRUCTURES (ASCE-7). z " 04/.30/2012 COMPRESSIVE STRENGTH ® 28 DAYS SHALL BE 2500 PSI FOR 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE ; REVISION REVISION SATE SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN LLJ MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES r W SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGNFILE # NON -AIR ENTRAINED CONC. 0.67 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL " 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES AIR ENTRAINED CONC. 0.54 0.46 a SCALE SLUMP -SLAB ON GRADE 5" SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MANUF. SHALL PROVIDE STATEMENT THAT, BOTTOM CORD OF ROOF AS N otcC BY STAIRS OTHER 3TRUSSES ARE BRACED DURING UPLIFT CONDITIONS ``-' �_LJ OCH D�AI� WATER -PORTABLE stlEEr 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND � o, CHLORIDE -NONE SPECIES: (OR EQUIVALENT) �I 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SOUTHERN PINE SURFACES DRY USED ®197. MAX. M.C." w 6111 REQUIREMENTS OF ASTM C 33 GRADE N0. 2 u, I : 4" CONC, W 6X6 t _ i 1010 W.W.M. fr r L) ;IMPSON HETA20, NAIL 2-10dx1 1/2 TO JOIST, PIPE SLEEVE CHAIR BLOCK 4fres t er FOOTER --., I - PENETRATING I PIPE - Desigxi, / Services Inc. Smce 1988 PIPE THRU ADD (1) #5 25,� LAP FOOTER PIPE SLEEVE PIPE THRU MONO FTG. DETAIL PIPE THRU BLOCK `L LuLO oma. » „ ,� 3 CONC. U BLK. FILLED # 5 S FILL AS .SHOWN CELLS SOLID r,�s ®� CD N/ CONC. & 1 #5 REB. CONT. PIPE THRU STEM WALL DETAIL w ,s--- w 4 r cn m �- z J tD RADE 40-25 SPICE .LAP 8"_ CONC: BLOCK I w z.w q -c Q w w - oo Lei w - _ - �, FYP. 8 CMU BLOCK .. 4,, :...� .. 8" CONC. BLOCK CL V) `� s �,w w w z g Z` LYS w Q x8 x16 N STUCCO VENEER AND / CONC, FOOTING .. 7 cd r w � F ce �„ �#5 DOWEL W/ 10" STD. W13 uj U c5 IOOK AND CONC. FILLED CELL,.+ ' 2 #5 BARS ABOVE `= N Ld r °° _ F 4 .: '• .a y_ PENETRATING PIPE . r00 �7 ....PENETRATING PIPE o w �2 . . , .... PIPE SLEEVE w r� #5 BARS �e BELOW ABOVEPIPE PENETRATING SLEEVE PENETRATING PIPE ' r; -- 16„ 2 #5 BARS BELOW PENETRATING PIPE z Z\\ r, r j PIPE ON CHAIRS FTG. DETAIL OF PENETRATION PIPEcl- r uj THIS LETTER IS TO APPROVE THE USE OF THE FOLLOWING GUN NAILS MISPLACED DOWEL NOTE , o s> �, AS EQUIVALENT TO COMMON WIRE NAILS AS FOLLOWS: 1- STORY STEM WALL' FTR, TO BE 18 W X 12 D THIS LETTER IS TO DESCRIBE ALTERNATIVES TO MITIGATE FOR CASTING REBAR VERTICAL ;co COMMON SPECIFIED SPACING ITW PASLODE PULL THRU SPACING REINFORCING AT AN INCORRECT LOCATION. - - - W (2) 5 BARS CONT., 25 LAPP SPLICE WIRE NAIL EDGE FIELD CATALOG EDGE FIELD y 8d 6" 12" 097387, 097394, 097397 5" 10 IF WALL HAS NOT BEEN BUILT; DRILL A 1" DIAMETER HOLE 5" DEEP INTO THE THICKENED., 4" 12 3.5" 10" EDGE OF THE SLAB AT THE CORRECT LOCATION.. EPDXY A 30 LONG ,#5 REBAR INTO THE. z W �--+�-' 3 12" 2.5" 10 DRILLED HOLE. AS THE WALL IS BUILT, LAP REBAR A MINIMUM OF 19 AND BEND VERTICAL cy L BAR 90 DEGREES TO ACHIEVE A 12" LONG LAP WITH THE CONTINUOUS REBAR IN THE TIE BEAM. f w <n 8d 6" 12" 401838 5" 10.5" IF THE WALL HAS BEEN BUILT, CORE THE WALL AT .THE CORRECT LOCATION 16" WIDE AND 4" V' 11 ., p 5" DEEP: FULL OPENING AT THE FLOOR, DRILL HOLE AND INSTALL 30" LONG REBAR AS ,DESCRIBED TURRET W \E\lo ,Q� Fl\q D FTAI L 4„ 12 3.5 1 ABOVE. LAP VERTICAL STEEL AS DESCRIBED ABOVE INTO TIE BEAM. FORM CORED WALL �X 3 12 2.5 10.5 AND POUR SOLID WITH 3,000 PSI PUMP MIX CONCRETE USING AN 8" SLUMP, TO INCLUDE~ L u NAIL GUN SCHEDULE REPAIRS NECESSARY TO THE TIE BEAM. y f ra I V) HOLD PLATES 1/2" OFF EXISTING RIDGE TO ALLOW \FOR NEW SHEALTHING TO MATCH EXISTING SHEALTHING ALL HURRICANE HOLD-DOWNS FOR WOOD TO II II II II II II II II 1 Pr)KITINInI IC 1 -UF� PF -PAP W/�`\ WOOD ARE SIMPSON MTS -12 UNLESS II Ii II II it II II z VV/ L�J I\LU/11\J UU I I I VVM I J. 2" X 6"; #2 SYP, - OTHERWISE NOTED. RAFTERS II II II II W 2" X 8" PLATE W/ . r. , (4) 16d TO I I I I I I I I I I I EACH TRUSS BELOW i�_' WOOD FOR STRUCTURAL CONDITIONS TO BE a II II oil II II Q GROUP II SPECIES OR MINIMUM fb=>1300 P.S.I. II II II II a_° a 11 II li oil II II II �� u II 34 CLIP (TYP I I z SII II II II II II II "II II I II' . III I �I PI. .TRUSS I) 'LJw I II EXIST. RAFTERS J o < 1. TRUSSES, GIRDERS, AND BEAMS TO BE SIZED �i s I`' PER MANUFACTURER. ROOF -OVER FRAMING PLAN w I v ROOF EDGE ® L1 2. HEADER STUD REQUIREMENT: 1 HEADER STUDS EACH .SIDE) l'-6" TO 6'-0" 1 2 J 0 2 HEADER STUDS EACH SIDE) 6'-0" © TO 12'-0" 2 HEADER STUDS (EACH SIDE) 12'-0"(0 18'-0" o p -I I " 3. BEARING WALL NAIL PATTERN ' RIDGE' 4 zx4 WIND BRACE '\\� a -i ` �i - 1. PLYWOOD: (FIELD) USE 10d NAILS © 12 0/C (D TYP. 8 x8�i X16» CMU BLOCK (EDGE) USE 10d NAILS @ 6 0/C ® NAIL To RAFTER \ _ N (3)1 sD PER END 2. GYPSUM: (FIELD) USE 5d NAILS 1 Q" 0/C Z [ n r I r W/ STUCCO VENEER AND (EDGE) USE 5d NAILS @ 7" 0/c ® © ©®w ®� Q� 2X4 COLLAR TIE ` vi n J� EVERY RAFTER.SET w w �} 2#5 DOWEL W/ 10 STD. 4. ROOF NAIL PATTERN: c ) (3)16D PER END a u 0 ZONE 1 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIELD) (o (3) vs 0::�..� HOOK AND CONC. FILLED CELL. ZONE 2 - USE 8d RING -SHANK NAILS (6" EDGE, 6" FIEL6)1 2x4 PLATE ATTACH w ' T ZONE 3 = USE 8d RING -SHANK NAILS (6 EDGE, 6" FIELD) TO TRUSSES BELOW W/ - 5 3 W 3'\ (3)161, PER TRUSS s c 5. 5/8" GYPSUM CEILING: USE 5d NAILS © 7" O/C 35.0 r -� V) LIJu�. _ CONSTRUCTION NOTES G h` FOUNDATIONS: I: (�' Q Ln PAVEMENT GENERAL.: 1. FOOTING DESIGN BASED ON MIN, ALLOWABLE SOIL BEARING 5. PROVIDE GALVANIZED METAL HANGERS AND FRAMINGANCHORS OF �+ Q 1. LIVE LOAD - ROOF 20 PSF.-FLOORS 40 PSF. PRESSURE OF 2000 PSI THE SIZE AND TYPE RECOMMENDED BY THE MANUF, FOR EACH 0 - DECKS 40 PSF,-STAIRS 40 PSF. 2. IF FOOTING ELEVATION OCCURS IN DISTURBED, UNSTABLE OR USE INCLUDING, RECOMMENDED NAILS, (SIMPSON STRONG TIE DEAD LOAD ROOF 15 PSF SHINGLE: -FLOORS 20 PSF, UNSUITABLE SOIL. THE ENGINEER SHALL BE NOTIFIED AND CONNECTORS OR EQUIV. ) ,OTHER MANUF. WITH UL LISTED, AND DECKS 20 PSF,-STAIRS 20 PSF: NECESSARY ADJUSTMENTS BE MADE PER HIS INSTRUCTIONS APPROVED CONNECTORS OF SIMILAR TYPE AND DESIGNED MAY BELL 2, WIND SPEED - 140 MPH 3. PREPARATION OF THE 'SUB -GRADE TO FOLLOW RECOMMENDATIONS SUBSTITUTED IN PLACE OF SPECIFIED CONNECTOR 72 3. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE AS OUTLINED IN THE GEOTECHNICAL REPORT 6. ALL BOLTS USED FOR WIND CONSTRUCTION SHALL BE A MINIMUM c(j) Q FLORIDA BUILDING CODE 2010 EDITION 4. STEPS IN WALL FOOTINGS SHALL NOT EXCEED A SLOPE OF (1) ONE OF 1/2" DIAMETER (ASTM A-307) ra vim// w VERTICAL TO.(2) TWO HORIZONTAL 7. PROVIDE FRAMING MEMBERS OF SIZES AND OF SPACING SHOWN 4, ONLY WRITTEN CHANGES APPROVED BY ENGINEER SHALL BE 5. CAUTION SHALL BE USED WHEN OPERATING VIBRATOR COMPACTION OR IF NOT SHOWN, COMPLY WITH THE RECOMMENDATIONS OF THE j V) PERMITTED. EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF "MANUAL FOR HOUSE FRAMING" OF THE NATIONAL FOREST' PRODUCTS 6 5. PIPES THRU STRUCTURAL ELEMENTS SHALL BE SLEEVE DOWN DAMAGE TO THE STRUCTURE ASSOCIATION. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN, SUPPORTS. STEEL PIPE OF LARGER DIAMETER. 8: ANCHOR AND NAIL AS SHOWN, AND COMPLY WITH THE RECOMMENDED ' w CONCRETE:, WOOD: NAILING SCHEDULE FROM THE F.B.C. 2007 ED, ui 1. ALL WOOD FRAMING AND PRE-ENGINEERED WOOD TRUSSES SHALL „ '-1 DRAVM BY REVISION BY _ 1. ALL WORK TO BE IN STRICT ACCORDANCE WITH THE ACI 318-05 BE DESIGNED, DETAILED, AND FABRICATED IN ACCORDANCE WITH THE DESIGN CRITERIA: } n S) G 2, MIS DESIGN CRITERIA: PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION n u DATE 1. SECTION R301.2.1.1 - MINIMUM DESIGN LOADS FOR BUILDINGS , ALL GONG. TYPE 1 PORTLAND CEMENT.(ASTM C 105) OF THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND OTHER STRUCTURES (ASCE-7). z " 04/.30/2012 COMPRESSIVE STRENGTH ® 28 DAYS SHALL BE 2500 PSI FOR 2. THE WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT THE ; REVISION REVISION SATE SLABS AND FOOTINGS AND 3000 PSI ELSEWHERE (U.O.N.) DIMENSIONS AND LOADS INDICATED. ALL DESIGN SHALL BE IN LLJ MAXIMUM WATER -CEMENT RATIO BY WEIGHT FOLLOWS ACCORDANCE WITH ALLOWABLE VALUES AND SECTION PROPERTIES r W SPECIFIED COMPRESSIVE STRENGTH (PSI) 2500 3000 ASSIGNED AND APPROVED BY THE BUILDING CODE. DESIGNFILE # NON -AIR ENTRAINED CONC. 0.67 0.46 CALCULATIONS SIGNED AND SEALED BY THE ENGINEER FOR APPROVAL " 3. PERMANENT BRIDGING PERPENDICULAR TO THE SPAN OF THE TRUSSES AIR ENTRAINED CONC. 0.54 0.46 a SCALE SLUMP -SLAB ON GRADE 5" SHALL PROVIDED AS REQUIRED BY THE TRUSS MANUFACTURE. TRUSS MANUF. SHALL PROVIDE STATEMENT THAT, BOTTOM CORD OF ROOF AS N otcC BY STAIRS OTHER 3TRUSSES ARE BRACED DURING UPLIFT CONDITIONS ``-' �_LJ OCH D�AI� WATER -PORTABLE stlEEr 4. FOR STRUCTURAL LUMBER, PROVIDE THE FOLLOWING GRADE AND � o, CHLORIDE -NONE SPECIES: (OR EQUIVALENT) �I 3. PROVIDE NORMAL WEIGHT AGGREGATES IN COMPLIANCE WITH THE SOUTHERN PINE SURFACES DRY USED ®197. MAX. M.C." w 6111 REQUIREMENTS OF ASTM C 33 GRADE N0. 2 u, I V) co J 40 MM Lc-) --j CD C:) QD F= E; CD ZD P= CS V) , - X Eni L -j — LLj U -J CD t-) Ck� LJ • 'Z? F= C -D �n = c::) ;j,_ p LA-I(D-- L0 Lf) L�j In —j uj Vl C) U1 :< EAST ELEVATION lj Ij CLU U� uj Vl C) > �j v) C) UJ 7: p_ V) uj x W Ld--j U5 O G � CL ji L.1 V) uj > SJ G DATE 04/30/2012 REVISION REVISION DATE MLE sc&E A5 ot-eC SHEET A* 7 /11 .1 I� fYey. I - ilger Desigtf SeTv es hic. Since 1988 I .. rCCD J i; W 9 Z r!7 Z,�nv5m J U- CL Z N .Y CL o r az o¢� Jo Z!�! , C7 a LLJ C:5 ❑4 O viw Qn�. L W O �a � n _ � _., m W o o -Z: z �.� �-�� Z �� •.r.. . U 4J Z O L.1..1 p W fJ) V) W W Z (l7 LU{.� UL >, z C-31 C.) L t_ j V) V) _ X. U f� r; I_ V N J \l T v i u F-. o I u � I• n � I J p ?- J S r G oC-) < CtZ Ld t LLJ �N L I LL U ,Y J 1 �. C) Uj i) J .I J V) V) Ld fa 0 I n � � i r> u N N n L l� J n. Lt. Ce C) Lnz M•w C4 1 C' Ld (D p �Q z _ r r Q 14 0 I V) r J REMSION BY { S)G. 1 � fV DATE il r f� 04/30/2012 LL' REVISION REVISION DATE r w n Ld FILE 2 � J SCALE r As N oted ; SHEET z fi uj �F ELECTRICAL LEGEND: ® EXHAUST FAN xIT I EXIT LIGHT -r EXHAUST FAN w/ LIGHT ( SURFACE MTU. INCANDESCE. m 110V OUTLET �r}� SURFACE MTD. INCANDESCE., I c'-� �� .: c e5 cr WITH PULL CHAIN. GROUND FAULT SURFACE MTD, LOW VOLTAGE J WATER PROOF i' cV co cn x W o [wy x y J SPECIALTY/ HARD WIRED ? INCANDESCE. DROP PENDENT, N 110V FLOOR/SOFFIT OUTLET c� z WALL SCONCE INCANDESCE. > 220V OUTLET F7T] DIRECTIONAL INCANDESCE. D TELEPHONE JACK w � C:> MM U L RECESSED INCANDESCE. SWITCH - D DIMMER SWITCH RECESSED LOW VOLTAGE. 3 3—WAY SWITCH DIRECTIONAL LOW VOLTAGE, TELEVISION CABLE Q aQC� CHANDELIER so SMOKE DETECTOR O GARAGE DOOR OPENER ir+r INTERCOM 0 INCANDESCENT STRIP Q ALARM SENSOR FLUORESCENT STRIP AKP ALARM KEY PAD �Q FLOOD LAMPS b PUSH BUTTON DOL DOOR BELL CHIME. O CEILING PADDLE FAN sD SMOKE DETECTOR O�O AFCI ARC FAULT CEILING CEILING PADDLE FAN W/ LIGHT CIRCUIT INTERRUPTER (/ 0 THERMOSTAT CIRCULAR FLUORESCENT ELECTRIC PANEL uj �F J 04/30/20'12 - GJ �n �— L 1 m o Z r C. q ca w z I c'-� �� .: c e5 cr O J Cj�J F.. J CD Cj - :Z: 6 i' cV co cn x W o [wy x y J LsJ �.CD mr�n N V7 c� z u -i p LLJ d. <D —) LLJ F w � C:> MM U p I') V) r w J w CC C) Fy `. = i ` - '= r1 Y_ U ,f 'L Y, G W E n JZ i J W con LLj ll �r y. J L aJ W W �. VCD yr_] ,tJ � y J Ct1 n p 1 Y LD Ld 1� v L � Lrf G, U l a!D. Ll Ldr, Y p 7 � Ljm i ) C) CL yw U z W Q n iJ J J < �V .V) i7 w FL Z �✓ Li r ;f O n j j �r �✓ > cr CL J � V) J L.J J ) s� u Ln r-> u r; w ~ L) Q 0 V) � Q M a p V) v7 w f • I p�Lij Y r q1 1 C' Q L u 0 _ _ z f =f t r J V)) V) X11 W Uzi N Q) S) c-, T DATE 04/30/20'12 REVISION REVISION DATE RLE SOME As N otec SHEET A- 9 8„ PRECAST & PRESTRESSED U.=LINTELS-�; 0�;- ., re - i er �. Deslg�Sel-mvl-ces Inc. - -- / Since 1988 k., r -1 CL v Li '- c `� J p Q r� Hw!yy L G O N= _1 Z v/7l M azrn o 77' i� n- cafes N 13 O v, L�12 ;I- I o oo cv ILI Ca a a a v �tc� �1 ---� ri ffi U -� �a mrr)a -- �0 � - � Z f w z W a O J � � � a V) �o` ��Mw zo wE C) cw� Q �, i' �w� w _> yi In Z wT LL X w --- z 1 r`j /' u Il o I 8„ PRECAST & PRESTRESSED U-LINTELS -. '.. L C) - r L i O�6. ~- w ?Uj � II II ®v (in FLAT RADIUS POWER STEEL �/`�. i:. ARCH LINiELS. �'i3 i w' w ce �� rte. �- 0 0Ld Vi --------------------------- ------- - -- FLAT RADIUS POWER STEEL ARCH LINTELS, `w. w v> UP o I L Y C3 L7 L7 mac) 6'-6" 6'-6" j v> LjN Lj Z Uj�V) j Z CL � Li Z LI--------LJ �> w p I: J .:• w J .:L ra `c U) HEADER PLAN vi P L11 w r5 V v -Z 1/4"=V-0"� LL- *REDUCE c-> O *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR LL 8" PRECAST W/ 2" RECESS DOOR LI-LINTELS QQ F5 O N .:r. V! i cv Q rn w OPTIONAL U i� J QUALITY PRECAST/ Vs LOTT'S CONCRETE PRODUCTS INC. CAST-CRETE 429 HENNIS RD W 1 CENTRAL FLORIDA DIVISION WINTER GARDEN, FLORIDA 34787 v P.O. BOX 195668 OFFICE: 1-813-685-5615 225 OLD SANFORD OVIEDO RD, OFFICE: 386-228-2112 n `►/ _1 WINTER SPRINGS, FLORIDA, 32719 OFFICE: 407-656-2112 r OFFICE: (407) 327-1115ID o 1 CAST CRETE Y Q 1n 225 OLD SANFORD OVIDA RD. FLORIDA RUCK INDUSTRIES WINTER SPRINGS, FLORIDA 32708 ' N O N CENTRAL FLORIDA DIVISION OFFICE: 407-327-1750 P.O. BOX 547819 v w C4 5109 CARDER ROAD _ WEKIWA CONCRETE PRODUCTS ORLANDO FLORIDA; 32854-7819 � � OFFICE: (407) 298-.1900 8" PRECAST W/ 2" RECESS DOOR U-LINTELS DISPATCH: (407) 298-7494 6424 JONES; ZELLWOOD; FL. 32798 VJ WINTER GARDEN; FLORIDA 34787 J v OFFICE: 407-886-2511 V) (n LINTEL DETAIL (TYPICAL) DRAYM BY REVISION GENERAL NOTES SAFE LOAD TABLE NOTES - MA TERIALS # �, S) G 5 REB RAT TOP ! _ MIN. �1) RE4'D w � DATE 1. Provide full mortar head and bed joints. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled TYPE DESIGNATION 1. f'c precast lintels = 3500 psi. 1 "' 1-1/2" CLEAR " Shore filled lintels as required, lintels must be reduced by 207. if bearing length is less than 6-1/2". -i F- u 2. f!c prestressed lintels = 6000 psi. 2• 9 _ = Q ., " oil �30�2012 P 3. Installation of lintel must comply with the architectural and/or structural drawings. Safe loads for all recessed lintels based on 8 nominal bearing. F FILLED WITH GROUT / 1J '' UNFILLED 3. f c grout =. 3000 psi w/ maximum 3/8" aggregate. P Y / g 4. Lintels are manufactured with 5-1/2" long notches at the ends to accornrnodate 2: N.R. Not Rated. T chi , e< •' W 4 REVI510N REVISION DATE i. 4. Concrete masonry units (CMU) per ASfM C90 w/ = p vertical cell reinforcing and grouting. 3. Safe loads are total superimposed allowable load on the section specified. 4JAN"il"iY OF #5 REBAR A = C.M.U. � w minimum net area compressive strength 190 psi. BOTTOM OF LINTEL CAVITY J s w r 1 5. All Ilntels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 4. Safe loads based on grade 40 or grade 60 field rebar. a.2r � 5. Rebar provided in precast lintel per ASTM A615 >R6 J. Field rebar per ASTM A615 GR40 or GR60, longer with a nominal height of 8" meet or exceed L/180. 5. Additional lateral load capacity can be obtained by the designer by providing z , ,4; y. 11 sw FILE P g j� A416 rade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. addional reinforced masonry above the precast lintel. 8 F 1 �� - 1 1 I LL 6. Prestressing strand per ASTM g / I o GROUT 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8' lintels only. z y - concrete may be rovided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by I F In s SCALE 7. 7/32 wire per ASTM A510. 8. Cast-in-place y p p Y g Y #5 REBAR AT BOTTOM r. ASTM 9. Safe load ratings based on rational design analysis per ACI 316 and ACI 530 calculating the maximum resisting moment and shear at d-away from the face of support. NOMINAL WIDTH QUANTITY OF #5. • - 8. Mortar per ASTM C270 type M or S. 9 9 Ys P 9 8. For. composite lintel heights not shown, use safe load from next lower height. NOMINAL HEIGHT REBAR AT TOP OF LINTEL CAVITY 0 , As N oted 9• All safe loads in units of pounds per linear foot. BOTTOM REINFORCING " �' SHEET 7-5/8 ACTUAL 11ROVIDED IN LINTEL L,V) 8" NOMINAL WIDTH (VARIES) REDUCE VALUE BY 157 FOR GRADE 40 FIELD REBAR Lj A- ,{0/1� _J� 11 !I ra vS o. GRAVITY SFS-OB 8F12-0B SFt6--OB 8F20-OB8F24-0B F28-0B F32-OB LENGTH TYPE SU8 SFS-1B 8F12-1B8F16-.168F20-1B8F24-1B8F28-1B8F32-1B 3166 4473 6039 7526. 9004 10472 11936 L 1 2'-10'(34") PRECAST 2302 3tss .4473. so39 x526 , 9004. 1o47z 11s3s L 2 3'-6" (42") PRECAST 2,302 .3138 3377 4689. 6001 .7315. .8630 9947 3166 4473 6039 7526 .9004 10472, 11936 L 3 4'--0" (48") PRECAST 2029 .2325 2496. 3467 -4438 .5410 6384 7358 2646 4473. 6039 7526 .9004 -10472 11936 4'-6" PRECAST 1787. 1913 2657. 3403 4149 4896 5644 L 4 (54") 1651 2170 ,4027„ ' 6039 7526 9004 10472 9668 L 5 5'-4" (64") PRECAST 11 gq. 1223 1301. 1809. 2317 2826. 3336, 3846 1665 2889 5057 6096 5400 6424' 7450 ;- 1000 1059 1474 1869 2304 2721 3137 L 6 5 10'(70) PRECAST 972 1459 2464 4144 5458 4437 5280 6122 L 7 6''=•6" (78") PRECAST 937 1X55 2101 3263 2746 3358 3971 h585 1255 2101 339fi 5260. 7134 8995 6890 „ 1029 1675 23a5 1994 2439, 2886 3333 L 8 7'-6' (90) PRECAST 76.7 1029 1675 2610 3839 5596 6613. 5047 L g 9'-4" (112")PRECAST 573 632 1049 14x9 i210 t4a2 1754 zo27 768 1212 1818 2544. 3h69 4030 3127 L 1 p 10'-6'(126") PRECAST 456 482 802 ; 1125 915 1,122 1328_ 1535 658 1025 1514 2081 2774 3130. 240.4 L 11 11'=4''136") PRECAST, 445 598 935. 1365 1854 2355 1793 2075 598 935. .1365 1854.. 2441 3155 4044 L 12 12�-U'("144"� PRECAST 414 545. 864 1254 1689 2074 1570 1818 555 864 1254. 1693 2211 2832 3590 L 13 13'-4'(160") PRECAST 362 4z7. .726 102$ . 1331. 1635 .1224 1418, 485 748 1076 1438 1855 2343 2920 L 14 14'-0'(168") PRECAST 338 381 648 919 1190 14x2 1oa7 12so 455 .700 1003 1335.. 1714 2153 2666' L 15 14'-8".(176") PRESTRESSED N. R, NR NR NR NR NR NR NR 465 765 1370 ;2045 .2610 3185 3765 NR NR NR NR NR NR NR L16 15'-4"(184") PRESTRESSED N. R. 420 695 1250 1855 2370 2890 3410 NR NR'. NR NR NR NR NR L 17 17'-4"(208")PRESTRESSED N:R. 310. 530 950 1400. 1800 2200 2600 L 18 19'-4"(232")PRESTRESSEU N.R. NR NR NR NR NR NR . NR 240. 400 750 1090 ,1400 1,720. 2030 L 19 21'-4"(256")PRESTRESSEU N R NR NR NR NR NR NR NR 183 330 610 940 1340. 1780 2110 L ZO 22'- 0"(264")PRESTRESSED N R. NR NR NR NR NR ; NR NR 160 300 570 870 1250 .1660 1970, NR NR NR NR NR NR NR L 21 24'-0"(288")PRESTRESSED N. R,, 130 240 470 ,720 1030 1350 1610 UPLIFT LATERAL TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-iT 8F24-1T 8F28-iT8F32-1T 8U8 8F8 . LENGTH 8F8-1T 8F1,2-2T 8F16-2T F20-2"f 8F24-2T 8F28-2 F32-2 2727. 2$78 4101 5332 6569 7811 9055 L 1 2'-10'(3}") PRECAST 2021 2021 2727 2784 3981 5190 6407 7630 8857: 2165 2289. 3260, 4237 5219 6204 7192 L 2 3'-6" (42") PRECAST- 1257 1257 21.65 -2215 3165 4125, 509? 6061. 7036 1878. 1989 2832 3680 .4532 5387 .6245. L 3 4'-0" (48") PRECAST 938. 938 1878 1925. 2750 3583 4422 5264 6110 r 1660 1762- 2507. ,3257 4010 4767 5525. L 4 4 -15"(54") PRECAST 727. 727 1660. 1705 2435. 3171 3913 4658 5406 ,; 1393* .1484 2110 2741 3375 4010 4648 L 5 5'- 4 (64) PRECAST SQ5 505 1393 1437 2050. 2670. 3293 3920 4549 1272* .1357 1930 2505 3084 3665 4247 L 6 5'-10'(70") PRECAST 418 ..418. 1272 1315 1875 2441 3010 3583. 4157 1141* 1200 1733, 2250 2769: 3290, .3812 L 7 6'-6" (78") PRECAST 707 887 .1141 11$2. 1684 2192 2703 3216 3732 .959* 912 1475 1914 2354. 2797 .3240 L 8 7'=6"(90") PRECAST' 990 lots 1466. 1907 .2351 2797 3245 591 657 801* fi12 .980 1269 1560 1852 2144 L g 9'-4' (112")PRECAST g01 755 1192 1550 1910. 2271 2634 454 630 716* 498. 793, 1027 ' 1261 ..1496' 1731 L 10 10'-6'(126") PRECAST 396 .493 , 716 611 1039 1389 1711 2034 2358 666* 439 696 $99, 11 U4 1309 1515 L 11 11'-4 136) PRECAST 363 556 666 535 9U5, 1295 1595 1896. 2198 607* 400. 631 816 1001 1186 1371 L 12 12'-0'(144") .PRECAST 340 .494 631 486 818 1209 1514. -1799 2086, 500* 340 532 ,686 841 997 1153 L 13 13 -4(160.) PRECAST 573. .409 682. 1004 1367- 1637 1897 .302 398 458* 316 493 635 778 922 1065 L 14 14"-0'(168") PRECAST 286 360 548 378 629 .922 1254 1567 1816 ,243. 295- 459 591 724 857 990 L 15 14'=8'(176")PRESTRESSED N. R. 357 243 352 582 852 1156 1491 .1742 .228 278. .:430 553. 677 801 925. L 16 15'-4'(184") PRESTRESSED N:R. 327 228 329 542 791. .1072 1381 1676 188 236 361. 464- 567 670 774 L 17 17'-4"(208")PRESTRESSED N. R. 255 188 276 449 -649 874 1121 1389 L 18 19'-4"(232")PRESTRESSED 165 207 313 401. 490.. 578 ...667 940 1160 N. R. 204 - 165 239 383 550 736 145 186. 27$ '.356 433. 512 590 L 19 21'-4"(256")PRESTRESSED N.R. 172 142 212 336 477.. 635 807 993 22'-U' 264° PRESTRESSED 140 180 268 343 418 493 .568 L 20 � ) N.R.. 161. 137 205 322. 45Z 607 771 947 L 21 LV-O'(288") GRAVITY LATERAL L 22 TYPE LENGTH 8RU6 BRF6-06 8RF.10-0 8RF14=0 8RF18-0 8RF22-0 RF26-0B9RF30-0 gRF6-1B SRF70-16 8RF14-18 BRF18-18 8RF22-1 8RF26-1B SRF3U=1 L 22 4'-4" (52") .PRECAST 1489 1591 .3053 2982 .3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 L 23 4'-6' (54") PRECAST 1357 1449 2782, 2714. .3600 44.87; 5375: 6264 1702 3412 4982 6472 7947 9416. 1087$ L 24 „ 5'-8 (613) PRECAST 785, 832 1602- .1550 2058 2566 3075 3585 1153 2162 4074 .6.472 6516 5814 6839 L 25 5'-10"(70") PRECAST 735 779 1500 1449. 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 L 26 6 -8' (80") PRECAST' a22 907 1677 2933 .2576 .3223 3872 4522 907 1677 2933 4100 6730 8177 6707 L 27 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609, 5492 6624 5132 L 2g 9'-8" (116",)PRECAST 371' 420 834. .1253 1071 ' 1341. 1614- 1886 535 928 1497 .2179 2618 3595. 2875 PRESTRESSED 127 .165 244 312 380. 447 515 N.R. 135 124 186 290. 408 538 680 833 GRAVITY LATERAL L 22 TYPE LENGTH 8RU6 BRF6-06 8RF.10-0 8RF14=0 8RF18-0 8RF22-0 RF26-0B9RF30-0 gRF6-1B SRF70-16 8RF14-18 BRF18-18 8RF22-1 8RF26-1B SRF3U=1 L 22 4'-4" (52") .PRECAST 1489 1591 .3053 2982 .3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 L 23 4'-6' (54") PRECAST 1357 1449 2782, 2714. .3600 44.87; 5375: 6264 1702 3412 4982 6472 7947 9416. 1087$ L 24 „ 5'-8 (613) PRECAST 785, 832 1602- .1550 2058 2566 3075 3585 1153 2162 4074 .6.472 6516 5814 6839 L 25 5'-10"(70") PRECAST 735 779 1500 1449. 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 L 26 6 -8' (80") PRECAST' a22 907 1677 2933 .2576 .3223 3872 4522 907 1677 2933 4100 6730 8177 6707 L 27 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609, 5492 6624 5132 L 2g 9'-8" (116",)PRECAST 371' 420 834. .1253 1071 ' 1341. 1614- 1886 535 928 1497 .2179 2618 3595. 2875 UPLIFT LATERAL L 22 TYPE LENGTH 4'-4" (52") PRECAST. 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T-1 -8RU6 932. 8RF6 932 8RF6-2T 8RF10-2T 8RF14--2T 8RF18-2 8RF22-2 8RF26-2 8RF30-2 1244 ,1573 2413 3260 4112 4967 5825 .1244 1519. 2339, 3170., 4008 4850 .5696 L 23 4'-6" (54").PRECAST 1192 1507 2311 3121. 3937 4756 5577 $53 s53 1192 1455. 2240 3036 3837 4643 5453 L 24. 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 .3689 -4325, .501 501 924- 1132 1741 s 2357 297$ 3603 ,4230 L. 25 -, ,; 5 =10"(70) PRECAST 896` 1138 1742 2352 2965 3581 4198 469 4ss 896 1099 1690 2288 891 3497 4106 L 26 6'-8" (80") PRECAST 778 882 1513 2042. 1573 3107 3642 $30 1100 778 956 1468. ,1987 ,2509. 3035. 3563, L 27 7'-6" (90") PRECAST 688 697 1325. 1810. 2280 2753 3227 710 941 688 849, 1302 1762 2225 2690... 3157 L 28 9'-8" (116")PRECAST 533* 433 808. 1123 1413. 1704 1995 51s s14 533 527 ,1009 1369 1728 2088. 2450, I ■ 2"x6" P.T. CONT. BLOCKING 2"x6" P.T. CONT. BLOCKING 2"x6" P.T. STUDS @ 16" O.C. METAL COPING 1/2" P.T. PLYWOOD — -__ '/ 1/2" P.T. PLYWOOD CONT.CANT OEPRM 1/2" P.T. PLYWOOD cu Cil METAL FLASHING CONNECT EVERY STUD ® _ CV 0 ROOFING MEMBRANE . CONT. WOOD CANT 32" O.C. W/ SIMPSON SP4 _ 32" O.C. W/ SIMPSON SP4 EPDM RUBBER TOP AND BOTTOM, NAIL 71 EXISTING 2"x8" JST. 6-10d x 1-1/2" TO STUD. ROOFING MEMBRANE 6-10d x 1-1/2" TO STUD. Lil a.GJ V) 2"x6" P.T. CONT. BOTTOM PLATE 2"x6" P.T. CONT. BOTTOM PLATE Z p EXISTING 2"x8" JST. ATTACH WITH 3/8"x4" LAGG SCREW W uj d TO EXISTING 2"x8" C9 24" O.C. TO EXISTING 2"x8" 0 24" O.C. n PARAPET WALL DETAIL SPANISH TILE TO MATCH EXISITNG METAL COPING 2"x6" P.T. CONT. BLOCKING 1/2" P.T. PLYWOOD 2"x6" P.T. STUDS 0 16" O.C. METAL FLASHING Z CONT.CANT OEPRM 1/2" P.T. PLYWOOD cu Cil RUBBER SOAu CV 0 ROOFING MEMBRANE . CONNECT EVERY STUD ® w A— 32" O.C. W/ SIMPSON SP4 00 W TOP AND BOTTOM, NAIL 71 EXISTING 2"x8" JST. 6-10d x 1-1/2" TO STUD. Uw�o Lil a.GJ V) 2"x6" P.T. CONT. BOTTOM PLATE U) 95�. Z p SQ E� CD ATTACH WITH 3/8"x4" LAGG SCREW W uj d TO EXISTING 2"x8" 0 24" O.C. PARAPET WALL DETAIL B NOTE: SPAN RATED ROOF SHEATHING ATTACHED WITH 8 NAILS 6" O.C. AT SHEET PERIMETER AND 12" O.C. AT INTERNAL SPACING. STAGGER END AND INTERNAL JOINTS. BLOCKING © 48" O.C. MAX. IN FIRST 3 FRAMING SPACES AT GABLE ENDS, TYP: r �r. n j T ef� fret' _t ier Des rgn Services Inc. -/� $111Ctl ts$is p L0 vn REVISION z Z FF" C/) cu Cil I Lo SOAu CV 0 Noted, w A— 00 W m CD Uw�o Lil a.GJ V) U) 95�. Z p SQ E� CD ck:� T . W uj d w� 1u w LL O Ln I � N N VJ r. V.J O U n] O j • w LL p w T- 4 O 5)G DATE vn REVISION REVISION DATE 09-28-06' SOAu r� Noted, w A— C n�ll I1. z Q w� 1u w LL O Ln I � N N VJ r. V.J O U n] O j • w LL p w T- 4 O 5)G DATE 04/30/2012: REVISION REVISION DATE 09-28-06' SOAu As Noted, SHEET A—