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HomeMy WebLinkAboutBuilding Plan55' SITE PLAN SCALE: NTS 55' SITE AND SOIL PREPARATION STATEMENT 1. STRIPPING OF SITE: ALL VEGETATION TOP SOILS, MARL, TREE STUMPS, ROOTS, ORGANIC ZONES, ASPHALT PAVEMENT (WITH LIMERICK BASE COURSE), AND OTHER DELETERIOUS MATERIALS MUST BE STRIPPED TO WHATEVER DEPTH IS NECESSARY, AND REMOVED FROM THE SITE. STRIPPING OF THE SITE WILL BE REQUIRED TO A DEPTH FOR COMPLETE REMOVAL OF ALL UNACCEPTABLE MATERIAL TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. CONTACT SOIL ENGINEER FOR INSPECTION AND FINAL APPROVAL BEFORE CONTINUING. 2. COMPACTION AFTER STRIPPING: THE COMPLETE COMPACTON PROCESS MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. THIS COMPACTION IS TO BE TESTED WITH 8 FEET STANDARD PENETRATION TEST BORINGS. FREQUENCY OF TESTS TO BE AT EVERY 1500 SQ. FT. THE UPPER 12" MUST BE TESTED FOR 95% OF THE MODIFIED PROCTOR (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING WITH THE COMPACTION. GENERAL CONTRACTORS TO EXERCISE CAUTION DURING COMPACTON OPERATIONS TO AVOID DAMAGE TO ANY NEARBY EXISTING STRUCTURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES. 3. STRUCTURAL FILLING AND BACKFILLING: MADE IN LIFTS NOT EXCEEDING 12" IN DEPTH. COMPACTION WITH A VIBRATORY ROLLER TO ATTAIN 95 % COMPACTION OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). MUST BE COMPLETED UNIFORMLY. STRUCTURAL FILL TO CONSIST OF NON —ORGANIC, NON —PLASTIC, CLEAN, COARSE —GRAINED SAND/ROCK MATERIAL (ASTM D-1557). TESTS ARE TO BE OBSERVED AND APPROVED BY GEOTECHNICAL ENGINEER BEFORE CONTINUING. SAMPLES ARE TO BE SUBMITTED AND APPROVED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. NO PARTICLE SIZE GREATER THAT THREE INCHES AND LESS THAN 10 % PASSING THROUGH THE #200 SIEVE. THE COMPACTION OF EACH LIFT MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 4. FOUNDATION BEARING SURFACE PREPARATION: THE UPPER 12" OF BEARING SOIL IN THE FOOTING EXCAVATION BOTTOM SURFACES (AFTER EXCAVATING FOR FOUNDATIONS) MUST BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PROCEEDING WITH THE WORK. AFTER APPROVAL ALL THE BEARING SURFACES MUST BE COMPACTED TO DENSITIES EQUIVALENT TO 98 % OF THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). SOILS WHICH ARE NOT APPROVED MUST BE REMOVED OR REPLACED, OR LOWERED TO A SATISFACTORY BEARING ELEVATION, OR FURTHER COMPACTED AS DETERMINED AND INSTRUCTED BY THE GEOTECHNICAL ENGINEER AND THE STRUCTURAL ENGINEER. THE COMPACTION OF THESE AREAS MUST ALSO BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 5. TESTING: TESTING OF COMPACTED EXISTING SOIL, OR OF STRUCTURAL BACKFILL TO MEET OR EXCEED 95 % OF MODIFIED PROCTOR DENSITY TEST (ASTM D-1557). FREQUENCY OF TESTS: ONE EACH 1500 SQ. FT. (OR A MINIMUM OF 3 IN ANY ONE BUILDING OR BUILDING ADDITION) AND AT EACH LIFT OF EXISTING OR BACKFILL, ONE OF EACH SPREAD FOOLING, AND ONE EACH 100 LIN. FT. OF CONTINUOUS FOOTINGS. GENERAL CONTRACTOR TO SUBMIT TESTING PLAN FOR APPROVAL BY ARCHITECT, GEOTECHNICAL ENGINEER, AND STRUCTURAL ENGINEER BEFORE COMMENCEMENT OF WORK. SLAB ON FILL 1. FILL AND BACKFILL TO BE COMPACTED TO 95 % OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE AS DETERMINE BY THE STANDARD PROCTER TEST. 2. COMPACTION LAYERS NOT TO EXCEED 8 INCHES, SLABS ON FILL TO BE PLACED ON A CHECKEREBOARD PATERN WITH CASTING LIMITED TO 600 SQUARE FEET OR 25 FEET IN ANY DIRECTIONARD PATTERN. 3. PROVIDE 6—MILL VAPOR BARRIER (VISQUEEN) BELOW ALL INTERRIOR SLABS ON FILL. SOIL MUST BE TREATED FOR TERMITE. TO BE PERFORMED BY APPROVED TERMITE SPECIALIST ELEVATION 6Y1F.111 ►10 e. SHEET INDEX # SHEET DESCRIPTION Al COVER SHEET A2 FLOOR PLAN AND DETAIL A3 ELEVATION PLAN A4 ELEVATION PLAN A5 FOUNDATION PLAN A6 MECHANICAL PLAN & DETAILS A7 PLUMBING PLAN A8 ELECTRICAL PLAN & DETAILS A9 FRAMING A10 DETAILS SHEET All WIND LOAD Al2 SAFETY LOAD W 0 z z If F 0 0 F- T z 0 zz O Q (] Z CC 0 0 N W co 0 uj U 0 W o<ri)- WWOC, 0 LijM N0co LLJ �} LuLL37 m�LU ~zLLJ cc LL _j Z Oco �cl co W m CE cW \:j N U G L J d Q z_mcn LLJ frcom0 WWzz z�? zCo Qacn cn0oCE Wmco❑ H W r W 0zW00 o> F- F J 0 CE EE 0 z=cam C�Lu WZW z��2 7 d U J n J O LL W ® W x W U LL m uJ EL ® r N Q LL J LL J W aU ILG.�s w z Lli 0 0 a cn W>- Q 0 z cam» z>>W J Q0 C�C�> :m) Lu Zr co Z}c� � Q o�ao U) z 0 r7 C: � > 00 O CV cc r�)J> m � < �ft� m0 o ® QL- _� ® U O ❑ J_ cf) Ui J (:) Of, Q p0 0 O o O LLJ (� �N Z F UwU O UV) Q (3)F. ft- cf� W =a--, C:) U 0 �— QJ N �< cz I LL. o O U LL] CD 0 O N z Ln w❑ 0 If) > J ❑ m m U) 40'-10" 11'-100 FLOOR SCALE: 1/4" _ PLAN DOOR SCHEDULE ALL DOORS SHALL COMPLY WR EOrQS HARDWARE AS PER FBC1008.1.L1 SYMB TYPE QTY DESOIPTICI HAADM SUE ® PINE -HUNG DR. 7 8 PNE1 LEVER HANDICAP DEADOOLT V-I' X 8'-8' X 1-3/4' ® RE -HUNG DR. a Ott ETD DR LEVER HANDICAP2j2-B� OFADBOLT X 6-0' X 1-3/4' C O PIE -HUNG DR. 2 SO GLASS DR INSIDE TRW LATCH REACH CUT LOCK E'-U' X 5-6' 13'-7" 14'-1" WINDOW SCHEDULE SYMB TYPE DRY DESCRIPTION HARDWARE SZE O 25SH 7 CHAR ALMNIN S-1' X5'-s Q 35SH 1 OEM am ALUMINUM 4'-5' X 5"-0' 0 2 (25 SH) 1 ALUMINUM W-3" X 5"-0' AREA BREAKDOWN LIVING AREA = GARAGE AREA = 1,511 SQ. FT. 460 SO. FT. TOTAL 1,971 SQ. FT. ENTRY AREA = 38 SQ. FT. COVERED PATIO = 174 SQ. FT. TOTAL AREA = 2,183 SQ. FT. VENTLI.ATION OF ATTIC SPACE PER 21120 RTC 2378.3.2 RA110 OF NET FREE VENRLATNN TD ®PIG = 1/I50 ATTIC SPACE TO IF V+NOATED Z435 SQ. FT. NET AEA IF ST&FA VENTILATION WORE) 243E SP. - War SO FT. 15D SIZE AND SPACING OF SAFER VWIS 7"4Y (1.08 SF.) 0 5-0' 0C WIN. NUMBER OF REQUIRED SCREEN! VENTS 16A / LOS a 14 SDMVENTS LINEAR FT OF EAVE (Slim) AVMLILE 314'-0" LL. FL NUMBER OF SCREEN VENTS PROVIDED 314' / W = 40 SOB VENTS SEE "TYP. WALL SCTON' ON SAME SIT. FOR SHEEN VENT LOCATION GENERAL NOTES 1. ALL OPENINGS SHAL BE PROTECTED NTH APPROVED HURRICANE SHUTTERS NTH THE EXCEPTION OF THE ENTRY DOOR AND THE GARAGE DOORS WHICH SHALL BE QED TO WITHSTAND HURRICANE IMPACT LOAD (APPUCABLL ONLY IF IMPACT LASS IS NOT BEING USED) 2 OMMOR DIM E FRAMES F0 HAVE WEATHER SRNPRNG I UNLESS Ol}FRWSE NOTED. ALL STRUCTURAL LUMBER SHALL BE 12 YELLOW RNL OR SP.F. 4. WNDOWS INDICATED NTH (E) MUST BE MA UFACNRED To oml ID THE BUILDING CODE WIN RESPECT TO MINIMUM EMERGENCY EG71M REQUIREMENTS.- SEE S'F.CRICATON REGARDING EEAI OF EGRESS BELOW, 5. AL ATTIC OPENINGS 9WL BE FRNFD WEIR I" X E" WOOD FRAMW. IS. PRO" OUTLET AND SMTtYm UOIT AT AL ATTIC ACCESS 7. ALL N1FROR DOOR STALL Or HQLOW CORE 8. ALL SHOWER ENCLOSIRE CLASS TO BE SAFETY GAM R. ALL ENDOW FRAMES TO BE SET IN CABIN ZEDS 10. DO Mad DOOR'S E FRANCS TO HAWS WEARCR SNIPPING. 11. ALL LINEN CLOSET SHAH. HAVE 5 SHELVES 12 ALL INTERIOR NON BEARING WALL SHALL BE META SEAS WTH ROUE E INSTALLATION PROCEDURE AS SPECIFIED BY MAVUCFACOAER 13. n'MOR MIS E OLD 71AL BE OAD ERN SNCCD OVER DIP. META. LATH APPLIED PER ROD 2017 CHAPTER 2E SWOON 2508. IA GD&AI CNDFACTOR SHALL VERIFY ALL MASONRY (WFMNGS WITH NAMEACNRM LITERATURE SPECIFICATIONS REGARDING MEANS OF EGRESS THE MODE OF OPERATION C EGRESS ENDOWS SHALL NOT REQUIRE THE USE OF A KEY, TOOL SPECAL KNDW.EDGE OR EFFORT. SUCH CIA OPENING SHALL BE HOT LESS THAN 2W IN WIDTH 24" IN HEIGHT, 5.7 SQ FT. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44' OFF I THE FINISHED FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER {I THAN SC ABOVE RNISHm FLOG. r1 FOIL BATHROOM WALL DETAIL SCALE: NTS Saw BLOCKING 0 MUM 17-V HIGHL TOP )RACK IS PER DETAIL FOR ELECTRICAL OUTLETS BOTTOM PLUNDER TRACK FOR 51DS/SF ATTACHED TO CONCRETE �DESIGNED OF LATERAL LOAD, BASE -SEE TYP. INTERIOR PER FBC 2017 --` WALL DETAIL TRACK . NOTE: WOOD STUDS OR MEfAI STUDS MECHANICALLY FASTENED ASPHALT SHINGLE OVER UNDERLAYMENT PER F.B.C. 2020 ZONES FOR ROOF COVERINGS WITH SLOPES OVER 1,12 ROOFING CONTRACTOR SHALL PROVIDE MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. PERFORMANCE REQUIREMENTS AND APPLICABLE CODE REQUIREMENTS IN SECTION 151E FOR HIGH VELOCITY HURRICANE DIM. SINGLES OVER 15# FELT ON 15/32" CDX On 7/16" OSB (MIN. RATED 16#24) HURRICANE ANCHORS SEE DETAIL ON PAGE A9 OF BOND BEAM GALV MTL DRIP STRIP ON PT 1X2 WD BLOCKING ON PAINT GRADE 2X8 WOOD FACIA 2 COAT STUCCO FINISH OVER WIRE LATH ATTACHED - DIRECTLY TO BOTTON OF TRUSSES W/3" CONT. SCREEN VENT 8" REINFORCED C.M.U. W/ LADDER TYPE HORIZONTAL JOINT REINFORCEMENT 0 16" O/C EXTEND P' MIN. INTO TIE COLUMNS 5/8" STUCCO FINISH. (1) LAYER OF SCRATCH COAT (1) LAYER OF MEDIUM TEXTURE SKIP TROW L TEXTURE ANCHORAGE AT ,IAMB V-RIFY SLOPE PRIOR TC TRUSS CONSTRUCTION 12 _ INSULATION WALLBOARD ATTACHEDMTO BOTTOM OFIRECTLY RAFTERS PROVIDE BLOCKING AT ENDS P.T. 1"X2" NAILER 1/2' GYPSUM WALLBOARD ON P,i. 1X2 FURRING STRIIPS AT 24- O/C W/ FOIL BACKED R--4.2 INSULATION WOOD BASE SOLID GROUTED CELL W/(1) Ms /5 RE -BAR HORIZONTAL do a 4" THICK CONCRETE SLAB W/ ONES WITH MIN. 30" OVFP(.AP .E5 1.4x1.4 WWM ON .006 MIL VAPOR g io BARRIER ON CLEAN, 95% COMPACTED, TERMINTE TREATED [ILL _ELEV.O'-0' q'� DOUBLED MESH 60" AT PERIMETER) FIN, FIL. FOOTER. WALL_ SECTION _ SCALE: TUTS City Of Port Saint Lucie Building Department PRODUCT Approval Submittal Affidavit Permit # Building Address: Contractor Opening schedule: Swing Doors, Overhead Doord, Slidlhg Doors, Fixed Glass, Windows & Skylights FL#or Product Model# Manufacturer Glass Attachment Method Type, Size, Building Design Product Design Miami Dade Description S chr & Embedment Pressure Pressure ruiv XPCOS NM 1 ' g?C(B�mE�� Noa 20.0722.09 Window 4100 Series CGI IMPACT 14 �, MIX 9 ' +55-66 +67-67 1/4" X1" Min. embed tapcon FL16107.3 Garage Door Windcode Coplay Impact 8" O.0 w/ 1" whashers +55 -55 +54 -60 FL 2346-RO Underla ant Warrior Warrior N/A N/A +55-56 n/a FRAME HEAD -114" ELCO TOPCONS MIN. 114" EMBED INTO CONC. 6" FROM CORNERS FL 6891.1 Door Fiber Classic THERMA TRU FRAME JAMBS 114"ELCO TOPCONS Impact MIN. 114" EMBED INTO CONC. 6" FROM CORNERS 6 SPACE MAX 14" O.C. +55 -55 +67 -67 FL17184.10 Front Door 1 2020 Series I Plastro Impact 1 +55 -66 +88 -86 Noa 20-0426.01 Fixed Window 1 4200 Lawson Impact +55 -66 Lawson Noa 1&-0503.06 FRENCH DOOR 2O20 Series Lawson Impact Mr APCON REA 1/2' MR END. n (P. WERIO BUM 1 I/4 IOU FDff DISTANCE E I/4' YAX SHIM S'/IM +65 -65 +88 -86 Product Model# Manufacturer Attachment Method Building Design Product Design Type, Size, Spacing, Embedment & Stiffener etc. Pressure Pressure Mullions Noa 20-0814.15 Lawson 16MU81 PER Ma6 � _. NAWNRIH &EWE® MATED SSDDAN NA$ R OR 12 3 DIAMETER Roof FL 10124 Gaf LN% TOE TE liwanIAR(f'RpDOI 7/4' NE USE 4 ApfR ��PAINLS ABOVE 11E SUIT I M IT FS�M1'EACH OB APO 1 ABOVE EACH CUT OUR Siding Soffit Stucco Hurricane Panels Less Gauge of Steel than 6' span Hurricane Panels 6' Gauge of Steel cnan nr mern I have reviewed the above components or cladding and l have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions Please customize the size of this form for your specific structure. It is not intended that yola fit Name: WayneGandv the product approval informatiori into the provided Signature: spaces. This form is provided as, a template. Certification Number: 33134 Date: revised 07/1212016 tv W 0 Z Q Z Tr O 0 F a 0 W F Z r 0 Q 0 0 0 Z n 0 d O W CO W 0 LLI Z W O 0 Fr 0 Gel OQ�Z WWOC, 0 LU ED C\I 0 LUCE U}00 �LLo° z 0cco5W KnWmcr W J N U LLJLLI 0 J a- d Z m � W LU LLI CO ] z 3:co W Q d W KD0O� WfrKop I__ W r W DWOU m x � LLI h W J : W LLJ �0 z_=cam (7w0 W W 00 e W0 O O 0 Q J o'z J ra J O ILL LU O LLj = Co lJJ (� LL Ah LU le EL r H 0 ® O J ILL J W QU IY IL a. W /Z_rt ^ui '0^ 0 a- co wo co h Z� co J (t �W�Z rn Z� (� Z QD rn LLI 0�o-C) mm nm oc 0 s0 m F°c mom E. 0 3Ea m � anm �NO mm_N �mE 5ma Z O Q w tip 0 ¢ N U (� J 00 m Li O 3: m � o ® Q�- _� CJ 0�Q 0 O cn z CFI < 00 0 Lon3 �N Z d -i- LdJ C 7 N ~ d Q +� C/-) L LJ UD QJ N Q> Q d � Z LL 0 O Ln 0 w � 0 O N z O ^�^ L ! 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M Q °o�a-o Z 0 O w 00 O N CL n J O } m � Q:� m U` O o Q� _� p U O ❑ T Q ©O F- O LLJ `N Z LU O LU U� Uwe a1 ~ (n U Q + W UD � <J N a) `—� i O �t OLO c-) B LJ I- j O O N z 1 Ln 0 co CL o J_ D m ❑ In 7 U) SHEET NO A-3 OF__SNEET N O � L C Ai6 � W N � O W p N N Y C m O p �tN N N m C L O ONE m O W L 0 0 �Cp Z WOE U Q m p N F m 0,0 Z CC 0 0 ��E � d rm8 N � W W C ry Q Z I QO W L • 6 W p ® m�W W D o roW Laa 12" 0 z J h J °�`m 5" U U w '- q L'' .0 a s SHINGLE ROOF Z o � U C)r 0 W °y N TOP OFT BM o a o ozo0 N ® ® 0 CL D CE J W ° Q ca ozU)z J Q WLW W o C] < N p ooCL a ° ° o0wm Wpm aaW Q Z Z mm >_> Nam LLJ m r n XU�I--C70 mom W W Z W3 CC<�Z Qom O co D CE U) W m � tam W-1Nn NI$ ❑ U tm RIGHT SIDE ELEVATION 0 J W Q ntL Z m (n W 2 3: SCALE: 1/4" = 1'-0° C[ U) ❑ U ffi w w Z Z aka ZUQ C7 Q = (n (n Lli CC II O W W W Qm w W � 0 _ZW UO rma OZ r W 0 CL � �'o 0 z LQ W1 Q WIW ��x m`o -1 �WZ �j CC J�CC W Wf`Lu _ 0 J C� Wa(n DWZ mum I n Zr 33 ZUZ W Z>_ Sao W �C) Lu 0 dQ omr Z 0 U) O w 00 O m cV U m LJ OQ DIY mCD p ® <� _� p U ❑ O a' I V Z C Q � U c� o � O Z an � 12"L CV w w 5 U w Cn o o< cf) Q J +� W CL' 0 QJ N TOP OF T. BM. <C 9'-4" Z O 0 oL0 C� c� O (EGRESS) Cf I-) � z 0 w 1 � � p p / D 7 TYPICAL 5/8" STUCCO FINISH J m U' FIN.FLELEV. ON 8" CMU z SHEET NO REAR ELEVATION SCALE: 1/4° = 1'-0° WA�4 OF SHEET z 1�(S , GA 3 ° E 1PF . (V a 286 ? In 25 SH 25 SH _EGRESS 25 SH 25 SN (EGRESS) (EGRESS) (EGRESS) ® TYPICAL 5/8° STUCCO FINISH 1YPICAL 5/8" STUCCO FINISH 6 ON 8° CMU Ixd 8° CMU � ® O7 Og FIN.FL.ELEV. N FOUNDAT SCALE: 1/4" = V-O" 40'-10" 13'-7" 14'-1" #5 RE -BAR AS INDICATED ON FOUNDATION PLAN, 4" THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE ON .006 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE -� A a; .006 MIL BARRIER 3 #5 C01 SCALE: 3/4" = 1'-0' 8" MAS. WALL. SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. M� � � f i I_�'' :'- 95% CLEAN COMPACTED 1 -6 FILL TERMITE TREATED AS PER CODE PERIMETER FOOTING TYPICAL AT ALL PERIMETER WALL (U.O,N.) B" MASONRY WALL (1) #5 RE -BAR SEE FND. PLAN r GRADE (1) #5 RE -BAR I-1 I I CONT. - i1 III,;,IIII�- F1 STEEL MUST BE I; CONTINUOUS 6 MIL. VISQ. FILM ON CLEAN FILL- SOIL COMPACTED TO 95%- TERMITE TREATMENT AS PER CODE. #4" TRANSFER BARS 5'-0" LONG W/STANDARD ACI HOOK SPACED 48" O.C. WHERE INDICATED (1) #5 4' THICK (2500 PSI) CONCRETE SLAB W/ FIBER MESH r � ':.a' '.°per. • �' �. >'. . flll I�It 1 ' — 011 (1) #5 ® 24" O.C. ONLY UNDER DEPRESSION SEE FOOTING SCHEDULE SECTION 4/A5 - SLAB DEPRESSION SCALE: 3/4" _ 1'-0" AT SHOWER(S) 4" CONIC. SLAB ON GRADE /FIBER MESH ON 6 MIL VAPOR ,4" CONIC. SLAB ON GRADE 1 #5 CONT. BARRIER AND COMPACTED WITH FIBER MESH TREATED SOIL y _ _I I Jill TTi TE- 1'-0=1111111111i1�1 „ 1 _n SECTION 2ZA5 -4" STEP AT GARAGE SCALE: 3/4' = 1'-0' #5 RE -BAR AS INDICATED ON FOUNDATION PLAN, 4' THICK CONCRETE SLAB WITH FIBER MESH MIXED W/CONCRETE ON .006 MIL. VAPOR BARRIER ON CLEAN COMPACTED FILL, TERMITE TREATED AS PER CODE .006 MIL BARRIER 3 #5 Cot SECTION SCALE: 3/4" = 1 a e < e A G a 41 8" MAS. WALL. SEE "TYP. UNIT MASONRY DETAIL" FOR HORZ. REFORCEMENT. 95% CLEAN COMPACTED FILL TERMITE TREATED AS PER CODE PERIMETER FOOTING TYPICAL AT ALL PERIMETER WALL (U.O.N.) 4'-3' 3'-1' 7'-3' 3'-1" 4'-3° B' C.M.U. #50 ROD IN FILLED CELL AS PER FLOOR PLAN TIED TO 21'-11" CONT IN e 2'-1" MIN. LAP BOND U A ABOVE 4° CONC, SLAB Wj FlBERMESH OVER 6M VICQ. PLAN 8.. 8"MIN. FIN. GRADE VARIES 4„ ��- 12" e Icy-- CLEAN, COMP-, W� � eoRA-CARE � \ \ \ TERMITICIDE WOOD a " �, TERATMENT AT FRAMING 20'x16" CONC. FOOTER W/ 2-#50 ROD COOT. (MIN- 25" LAP) W/ 3" MIN, 6 GARAGE CURB DETAIL COVERAGE A-5 SCALE : 374'=V-0' W HOR¢od L L BUN BEAR HE VERTICAL TO HORIZONTAL DEBAR W1 10" RRR VARIES PER ELEV. r--GROUTED BOND BEAN BOND BEAM CHANGE OF HEIGHT A 5 mn "v 1 #5 CONT. — 1 LAYER W.W.F 4" CONC. SLAB ON GRADE W/FIBER MESH ON 6 MIL. VAPOR BARRIER AND COMPACTED TREATED SOIL / SECTION 3/A5 - SLAB DEPRESSION AT SHOWER SCALE: 3/4° = 1'-0" _ FOOTING SCHEDULE TYPE SIZE REINFORCING ENTGHWISE TRANSVERSE BAR TRANSFER BAR REMARKS WITDH NGTH DEPTH N0. SIZE LENGTH SPACE N0. SZE LENGTH SPACE F1 18" CONT. 18" 3 #5 (1) SORT. ON TOP (2) COST. ON BO ll#'T4#p4 1 #4 60" 48" MONOLITHIC 8" CONT. 8" 1 #5 CONT. ON BOT. THICK EDGE THICK EDGE 12" CENT. 8" 1 #5 CONT. ON GOT, F2 24" 24" 12" 3 #5 EA. WAY END. PAD F3 36° 36" 12" 4 #5 EA. WAY END. PAD F4 42" 42` 12' 5 #5 EA WAY ND. PAD F5 3E" 6'-8" 2" 4 #.5 LONG WAY #5 C FSHOFOTWAY ND. PAD +21.8 -26•tOLUMN SCHEDULE TYPE SIZE REINFORCING REMARKS MIDI DEPTH VERTICAL HORIZONTAL. El O 8' 8° 1 j 5 NONE LAPS IN 18 BAR ®IA. INTO 0 Q 8' 16" 2 # 7 NONE LIIINNOU188 BBAARMCIIAA. TIASONN OCBL FOOTING AND TIE BEAM. ® 16' 160 4 # 5 NONE SOUD GROJTED MASONRY CELL LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. Fff5jQ 8' 120 2 # 6 NONE '0' BLOCK. REINF. LAP MIN 18 BAR DIA. INTO FOOTING AND TIE BEAM. ® 2 # 5 NONE T994 RINKER BLOCK (45" ANGLE) w/ 2-15 V.RT. ® T.S. 3\7x3VA' COLUMN GONC. RULED STEEL COLUMN PROVIDE 8 X 8 FILL CELLS W/#5 o MAX 5'-0' OC. LU U z Q z 11Y O_ ^O F_ LL w 0 F z w � °O Q U U CD z CE �O DoLU w oz°OLU CE Z� Oz J Q co — ILL w0cl O p d O CNI 0 co Lu LuI�� XI-Lu zO LJ�°z co Dff cou In cc R- LL W J N U L OJwQ zmcco wCoOU ILL WWzz ZC) Q=- oCE wwcoo I-wrw Ozw0U m X w z D If CC O Iii co z_ 5 Lu LU w20�E F7 00 Q U J n J J O LL 0 = Q °r° w L) LL M 1 d w H N ® 6 O LL J U. J NJ U w Q CL CE Q w U zw O V EZ US w%- Q ` U] zQ w J(jm3� � LU z r/� U] (� V Z>Zn q5 °o�:ao p m N O o w o Do T N m NLL mET D5� mod N£N c ffiaa O N m5� H m (A mam m m N L°E —m C� y � m NFL Ego mdB, T. N' «¢a �mW " 'gym E5R6 p 3SE 0 ro O ffcwc Op O cV U J } ED LJi Q �O' mC� O ® a� _� CJ O O 0 �a � < �z• O O V) W� �O � U� a 0< a Eli !E Cr- Uc-) < _ N (D cz I i� O d © L0 Ca I Ld CD C7 O c"A z O Lo N-- w co > 0- o o m m Ln F__SH EE A/C PLAN SCALE: 1/4' = 1'-O' AIR CONDITIONING SPECIFICATION GENERAL ° DRAWINGS Aft OAIUMATD. DU HOT SAME UNARM FOR THE E%TACT LCCATWIN OF EQUIPMENT, PIPING DUCTMINf, EIG ° THESE DRAWINGS 00 NOT 90 EVERY MINOR DETAIL, BUT BE CONTIU= 9WL PURLS NO INSTALL ALL ITEMS REQUIRED FOR A COMPLETE. ACCEPTAHE WORKING INSTALLATION. ° ALL WORK SAL BE RIIUNED BY A USMISED CONTRACTOR N A FIRST CLASS, ROROIPNBE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY EWQEFN%ARCIDECT COST BE A CONDITION OF THE AN -CONTRACT, ° CONTRACTOR SHALL VISIT SHE JOB SITE AND DNROUCLY FAN[JUU g HIMSELF NTH AL EASING CONOROS + ALI. WORK SAL BE COORDINATED HEM OTHER TRADES TO AVOID INTERFERENCE WITH THE PROCESS OF CDUSRUCIDN. ALL REWIRED INSURANCE SHALL BE PROVIDED BY THIS OW RACT R FUR PROTF.CHON AGAINST RIRUC LABILITY AND PROPERTY DAMAGE FOR THE M U11 N OF THE WRL ' ALL WORKMANSHIP AND MATERIALS SHALL. FE N SW ACOR)ANE NH APROASE NATIONAL STATE AND LOCAL CODES, ROES, AND pONANCEC ° ALL MATERIALS S AU. HE FEW AND SNAIL BEAR UNDERW 70 LABEL WHERE A'RENRE. ° THE MECHUM L CONTRACTOR SHALL PRODUCE A WITTEN WPINAITY THAT SAIL GUARANTEE AL WOROTASHP AND MATERIALS FOR ONE YEAR FROM THE DATE O FlXA WUN ACCEPTANCE E'SDAPW'NT SHALL BE U.L APPROVED. ° ARCHITECTURAL. AND/OP EN M40 EXPERSS THAT ARE IRONED DE TO REMSO& OR SOSIR DMING REQUESTED BY THE WITHAM SMALL HE PAD FOR BY IRE ONIRACHN. INSTALLATION ° THE MECHAIC& CONTRACTOR SAL PROVIDE HVAC EGUPMENT AS S 1111) WITH THE CAPACITIES SON ON TIE RAN. 'AOWT SDP DRAWNMS ON ALL EOINfNT AND OBTAIN APPROVAL PRIOR TO INSTALLATION, ° THE MECHANICAL CONTRACTOR SAL PROWRE NOTCH STARTERS, RBAYS, CONTACTDS, SMOKE DUCT =TC S, ETC ° THE ELECTRICAL CONTRACITIR SAIL PROVIDE AL SWITCHES AND INSTALL All CONTROL WRING ° A/C UNIT SUPPLY AND RERAN AR DUCTS SAL BE RA JOHNS MARWTE MAT-fA® MC2. O -AIRE FEEROASS DUCT BOM TYPE 100 (UL APPROVED) , INSTALLED PER MANUFACTURERS IRSDMLIIOS. ° ALL CICIWCRK SHALL CONFORM TO SM.AC.NA STADARM ALL U7M SEES ARE RET INSIDE DIMENSIONS. ° ALL A/C APPLY DUCT BMDNS MUST BE FURNISHED NTH APPROVED TURNING VATS. " BRANCH TAUOOFS MUST BE PROW YAM APPROVED. AODSTW ACCESSIBLE AR SPUTTER " ROUND DUCT ELM SMALL HAVE AN INSIDE RADIUS NOT LESS THAN 15 TINS THE WIDTH O THE DUCT. i UAW FLEXIBLE UDIS TO COLLARS. MAXIMUM LENGTH SHALL O 10 FEET. ° ALL EIIAUST AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET META_ ° ANY DUCTWORK ABOVE THE NOW TO BE BEET METAL, WATHERPROOFOD AND PANIEU NAIAIN TO BE 2' TICK RICO ON NEBN AND INSTALLED IN AN APPROVED MANNER. I INSTALL SMOKE SDI DETECTURS a HR OLIN DE SUPPLY DUCT OF ALL A/C UNITS EI�MIG 19W CM (INTRO K NTH ° AIR )STRUITION ACCESSORIES SEAL BE PER SCHEDULE ON RAYS RFIORANNF PIPING TD BE TYPE V COPPER NTH SUM F r[INGS. INSULATE ALL REFRIGERANT SJCIIUV RfES WHOM BUILM SPARS WITH 1/2' ARMATEX OR APPROVED ERA. UNLESS OIUERNSE NOTED. ° CONNECT CONDENSATE UNION PIPING FROM TNT TIIR W A TRAP TO CONDENSATE GRAN P138RC CNOLACIIR MAY INSTAL DRAIN WHIN 8 FETES O TNT F ONWACTD TO DO SO, E SET AIR CAIDDDNMG HANDIER AND CONDENSATE UNITS ON APPROVED BASES WIN VIBRATION ISOLATOR: " ALL OUTDOOR AR INTAKES SOIL HE SCREENED WH A WROS IN-RSISTANT MATERIAL NOT LARGER THAN 1/Y MESH. MONO TMf)IDSFAIS 5-8' ABOVE FLOG, RODS MUIBI OTHumsE. ° HINDSTATS FOR A/C LINT SHALL ER HEAT/OF/CDC AND FAN/AUTO/ON SWICHED AND SAL BE APPROVED BY EQUIPMENT MANUFACTURER 0 FURNISH AND INSTAL ALL TEMPERATURE COMM NO HIS CONTRACT, NCIIDING IINDTY CONTROLS WIN AfRTGANE ° FIRE DAMPERS SHALL OP INSTALLED N ALL OUTS PENETRATING FIRE RATED ACTS AM) CUM AND WHERE R:ORED BY CODES. PROVIDE ACCESS DOORS AT EACH FIRE DAMPER LOCATION. WARRANTIES ° CUNECTKN O ANY DEFEO SMALL BE COMPLETED VIOUT ADDWOHA CHARGE AMID BULL INCLUDE REPLACEMENTS OR REPAR O ANY 01ER PHASE O THE NSTATATON VENT MAY HAVE KEN DARAAUID THOM. ° O NIRACM SHALL ADJUST, TEST AND BALANCE ALL STSIEYS 0"NCED AL FLOWS WHIN 10 PERCENT O THE DESIGN VALUES SUBMIT COPY O WODfSEET TO ENRGi/kSCMFECT. SCOPE OF WORK INSTALL COMPLETE NEW AIR CONDITIONING UNITS INSTALL NEW AIR DUCTS INSTALL NEW RETURNS PROMDE NEW CONIC. PAD FOR EXTERIOR UNIT SEE ATTACHED ENERGY AND HEAT LOAD CALCS. NOTES TO A/C CONTRACTOR: x C.U.'S AREA TC BE LOCATED ON 4" THIRD( PADS ABOVE THE AREA FLOOD BANE (FMC 3DI.14). CONTRACTOR SHALL VERIFY REQUIRD ELEVATIONS WITH CITY OFFTUALS. x ALL AAiS AREA TO HAVE AUALIARY DRAM PANS WITH A MINIMUM DEPTH OF 1-1/2% AND CONSTRICTED OF A CORROSION RESISTANT MATERIAL APPRDVFD BY THE ENGNEER. A WATER LEVEL DETECTOR OR FLOAT SNITCH DEVICES SHALL BE LOCATED IN AUK DRAIN PAN AND USED TO CONTROL OV£WFT.OW BY AUTOMATIC SDTDOWN OF THE UNIT. x ALL ALES SHALL HAVE A MINIMUM OF 4" CLEAR SPACE AROUND EACH UNIT. x ALL R/A G14LLES TO BE LOCATED A MINIMUM OF S-O• FROM SMOKE DETECTORS. x ALL ARTS LOCATED N ATTIC SPACE SHALL BE PROVIDED ACCESS WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH! TO ALLOW THE REMOVAL OF THE AHU WTHIN 5-0' OF THE UNIT (FMC 306.3)L x EXHAUST DUCTS SHALL BE A WIN. OF 4"W AND 28 GAGE STET METAL PPE x DRYER DUCTS SMALL HAVE A SMOOTH INTERIOR SURFACE AND MUST NOT DUO THE MADMUM ALLOWABLE LENGTH PER CODE x TRANSITION DUCTS SHALL NOT BE CONCEAEU WITHIN CONSTRUCTION. DRAIN IATOS AIR HANDLING UNIT DETAIL VETS CONDENSATE DISCHARGE DETAIL N.T.S. palivilmikomm VENTLAiION PER TABLE 403.3 OCCUPANCY: RESIDENCE # OF PEOPLE: 10 CFM/PERSON: 15 O/A REQUIRED: 10 x 15 = 150 CFM AIR CONDITIONING LEGEND �.�•"J SUPPLY LINE MIXING BOX SUPLIED BY G.C. V SEE PLAN ON THIS SHT. FOR NECK SIZE LOCATION AND AIR FLOW ®CEILING RETURN AIR GRILL SEE PLAN ON THIS SHT FOR NECK SUPLIED BY G.C. SIZE AND LOCATION CEILING DIFUSER AT DRYWALL Cl—G. SUPLIED BY G.C. SEE PLAN ON THIS SHT FOR NECK SIZE AND LOCATION SUPLIED BY G.C. ® EXHAUST FAN INSULATED FRESH AIR SUPLY DUCT SUPLIED BY G.C. SEE PLAN FOR SIZE. W 0 Z Q Z CC O O — FD 2 W 0 T- Z_ f� o zz O Q U U Z CC pro -JO(5 N W W C) Z U W C7 O <Uz W W O O0a Oco �0LU 0> 0 EL Z z W[L—�� U�O0 LL Z Q J W 0cnDcr co W m CC Lu J N U G ri 0 0 a-< Z m W LLcl)00 w W Z Z C303:co Q = — co 0 Lli LL � W LLJ OZLL! 00 W X W Z 0 If LLJ cr0 Zco U) �wz� z2C)2 Q rWrr'- rr' OC O O � O J CD J O LL LIRA O ul 0 2i 0 =<[�Lu U LL MFL L w - ( C/) O LL J LL J Lu Q U Q a W ZW 00 On- co W O Q Z Q W � O N D W Z cozy, o Z >-n w Q OO Wa W0 Gn Z O Or-x w �� W O CN Q m li OQ �of 0o (J © Q LL Y O O o �Q Z tV Q Q)ctf aO O LLI C14 w w V) Uw U n Q U� Cr)LLJ C1 U C) x— Q J CV Q) < 4 i� Q d O Lo O I Li � O O C4 z O w a p In m m SHEET NO A,,,,,6 OF SHEET sNsLHHG,Aq��� i J 134(= TO SANITARY MAIN PLUMBING PLAN SCALE: 1/4` = 1'-0' TO E�ISR� ►FAIN SA�ITA \� 30 3" PLUMBING RISER DIAGRAM 20 A` � u 12 G �I N.T.S. ITCHEN 3'3" GENERAL NOTES - PLUMBING 1. CONTROL VALVES REQUIRED AT TUBS AND SHOWERS 2. PLUMBING CONTRACTOR SHALL SUBMIT "AS BUILT° RISER DIAGRAM TO THE BUILDING DEPARTMENT. AS REQUIRED 3. ALL CLEANOUTS SHALL BE INSTALLED AS PER CODE. 4. ANTI -SCALD VALVE REQUIRED AT SHOWERS. (120 DEGREE MAX.) FIXTURE COUNT FIXTURE NO. W.0 3 BIDET 0 LAV. 4 WASH MACH. 1 L.T. 0 KIT. SK. 2 VEGGIE SK. 0 SHOWER 3 TUB 1 TOTAL 14 J L 2V VTR GO, L# 5H# 30 VTR �ASR�R ZANmk r orm 3" 311 5HO J � 2u VTR CO I,AV Lu 0 z z If F O 0 F_ a o ;E Lu ❑ z Lu 0 O Q 0 0 O Z CC 0,0 O Lu co w Q Z U Lu O CE0DE0 OQcoz LLw0Q O Lu m Nco Lu �!0� �LLI � �Z �Iz0 - mLL°z Oc�n�T co Lu mCC I— LL W J N U �- Lu o Lu z Q zmcnw LuG)00 Lu WWzz Z C) < c�Q=cf) 6n(DOc� LuW cop Lu OWOU m F CCLLJ J � f i 'cr 0^ z'^ VJ C7 Lu z Lu W O 7 Q Q V J tom+ J J O LL as CD LLJ O 00 U e- W V LL. M O LLJQ d �N P O Q OvI LL J LL J W QU a VJ W Lu Lu Q z ui 00 C7 a co w>-co Q ()z I-_ ClC m cLJ o z Q Oo �wmwO }C N r3 J N C cw z 0 o� W 00o CE cV U P7 J OQ } Ln lL �Q:� mo O © irk _� p U O ❑ J_ �Q V z Q po ; o oa � V) CV w w V) U � CD O U U a � w U f� r QJ N NQ �z I o o� o I LLJ 0Ir O N o L(7 u) O J_ 7 07 ❑ D N SHEET NO' A-7 OF SHEET ELECTRICAL SCALES 1 /4" - 1'-O" PLAN TYPE: SQUARE D OR APPROVED EQUAL MAIN BUS. 200 AMPS SER\iIGE 2°° AMPS PANEL SCHEDULE "A" NEUTRAL VOLTAGE 240 /120V — 3 WIRE (SINGLE PHASE) MAINS LUGS MOUNTING: : FLUSH LOCATION ONLY SHOWN C2E)I!C Dn- TnTAI rnN-I WIDE I I rITT I IrVT I ESF-WAEEVQ I W nnN- 1-nTAI lDn- l,)VQ 2,667 50 12 18, 000 #8 SPARE SPARE RANGE &R 30 2 4,500 #10 WATER HEATER 31 45 2 7,500 #8 AHU #1 33 35 45 2 7,500 #8 AHU #2 37 EQ 22,967 FIRST 10000 WATTS @ 100/o REMAINDER @ 40A= TOTAL DEMAND LESS AC GREATER OF AHU C65`A OR A/C @ 100 M — TOTAL DEMAND LOAD — CONNECTED LOAD LESS A/C— 10000 WATTS 9,333.2 WATTS 19,333.2 WATTS 15,000 WATTS DRYER #14 1 15 �_',666 v C✓ #10 1 15,000 1 2 1 30 30 1 A/C #1T #10 5,000 2 30 �4 ) A/C # #10 5,000 2 30 33,333 WATTS 34,333.2 WATTS 34,333.2 WATTS /240V=143.05 AMPS=>200 AMPS GENERAL LIGHTING CALCULATION GENERAL LIGHTING TOTAL LOAD SHALL INCLUDE: 1 — THE TOTAL A/C SQUARE FOOTAGE MULTIPLY BY 3 VOLT/AMP. 2 — MOTOR OPERATED APPLIANCE, SUCH AS PADDLE FAN AS PER N.E.C. 210-11, AND 220-3 GENERAL LIGHTING LOAD CALCULATION TOTAL A/C AREA * 3 1,511 *3 = 4,533 WATTS FAN LOAD x QUANTITY 200 * 4 = 800 WATTS TOTAL GNLT. LOAD (3) #3/0 THHN CU SERVICE CABLE WITH (1) #4 GROUND 200 AMP PANEL MAIN BREAKER 40 CIRCUI 2 POLE, 1 PHA M 200 AMP DISC (REQUIRED FOR EXTENDED SERVICE ONLY) #4 STRANDED COPPER - GROUP TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION (OR NEC EQUAL) 2" RGS OR IMC CONDULL W/3 #3/0 THHN \ CU OR EQUAL 5,333 WATTS 120/240 V, 1 PHASE, 3 WIRE SERVICE NOT TO SCALE CU WIRE BOND TO COLD WATER PIPE 10,336 = NON—CONCUREHT LOAD FEEDER: 3 #2/0 THHN & 1# 6 C.0 BOND IN 2" PVC COND. FED FROM: SERVICE METER (MIN RATING= 10,000 A/C NTERRUPTING 2 RGS OR SCH. 80 PVC CONDUIT (3) #4/0 THHN CU OR EQUAL SERVICE DETERMINED BY POWER COMPANY UNDERGROUND SERVICE FROM FPL W 0 z Q z m 0 0 F- a FD Lu F Z r` Lu Lu 0 0 Q U z CE `0 o0Lu co 0 Lu < w o o W oQ�z ILL w012 0 0 q- Oco N 0 ? oCE>zz Lu Lu o�00 �Lo� _z o LU U) CE co W m CC WILL N ci U }Luo J W Q Zmcaw CE 0 U WWzz � ��co Q=— U)0oCE wLcop Ozrw zL o0 W X F W F JD CE wa[E0 z=coP- (7wzw w�o� W Q CD Cn a F7 w 0 c U n J CS LL LIJJ Q Lu 0 ow w U LL IL cn 0 LL J LL J W a U a a L Q w o z ui 0 0 a co co W/�o Q V z 1— LLJ F v W It Z U)z�, z>- r� co Q Ciao C ) MO CW N U m O �[1� mU U ¢ _ p U O ❑ m cC V Z VQ pp O —o w 6 = cf) Z3N Z F L-uj � - W ~ U Q (n rcf� W U) Um QJ N aD Q �z I jy O O U Ln I w CD O ® N z 0 L0 J_ ❑ m 7 m U) U) SHEET NU-" A - 8 OF SHEET X 41116 1X r14 X 6 3/1( END DETAIL @ ENTRY END DETAIL @ MAIN HSE. Hatch Legend TOB @ 14'41/2" TOS@9'4" AMINO PLAN SCALE: 1/4" = 1°-0 4' x 8' COX PLYWOOD SHEATHING MIN. 19/1 THICK MAX. SPAN 24" PROVDE 2"x4" BLOCKING 0 ALL PLYWOOD SEAMS, _ 48' BACK OF GABLE END. NAIL SEAM w/ 10d NAILS m eo.c. EA. SIDE OF SEAM 2'x8" WOOD FASCIA (SEE PAIICAL WALL SECTION) NAILED W/ 2-16d NAILS ® EACH TRUSS 1/16" SPACE AT PANEL ENDS PLYWOOD NAILING DETAIL SCALE: N.T.S. ELEVATION VIEW � s 1RUM MIUFAGRIFR TYPICAL X-BRACING EM1GAS R"E`O wxsfw VALLEY FRAMING DETAIL x ; MW NOTE: ALL RAFm mpp Rwm NE V. SYP. Q 2r 0.c. MIL RNTE1610 RM M SW RATE M/ 3-19E RA2S ■/ 9W.W1110 AM 2xA W2VR 1E 4 EOZ RN RR WAD 1/ 211E SPAR W WNU. PREFABRICATED WOOD TRUSSES 24" ON CENTER SEE ROOF PLAN LATERAL BRACING SEE DETAIL ON THIS SHEET. 8d NAILS AT 6"o.0, AT PALL EDGE AND INTERMEDIATE SUPPORT 4"o.c. ® GABLE ENDS FIRST 48" BACK 4G AT PANEL I'D (2) t6d COM. IED ENG'D WOOD S - SEE TYP. WALL 1S FOR ACTUAL HEEL !ERHANG CONDITION PROVIDE MOISTURE BARRIER (TYPICAL) ANE STRAP RE BEAM BLOCKING DETAIL NTS TRUSS I.D. BEARING FONT TRW ACTUAL UPLIFT MAX CONNECTOR QUANTITY CDNNECTDR UPUFT DESRN MOM TYPE A DUANDTY EJS WSW 159 WEEA20 1 172 9-1=1 Ily MMS PDT SIM HJI MAW 317 HHEIAM 1 172 9-IMX 1 1/f MARS PER STRIPS Hd2 MASH 433 HOW 1 195 9-1wx 1 1/Y MILS PER STRPS HJ3 UASONt1' 235 HHEEA29 1 T99 9-1mX i 1/Y MNS PER Sim HA WSW 233 HiOA29 1 1m I 9 lmX 1 1/i' W" PER SIM III msw III HHETA20 1 199 9-ImX 1 1 MA95 PER mm V2 WSW A6 NIEEAM 1 175 9-1mx 1 ur mS PER SI W W 0 z Q z CE 0 0 — FD q- W 0 = z_ K 3: ui o 0z 0 Q U C7 Z CE o'O N W Cr 0 0 o o CE0CE0 OQCoZ LLLLWOo oowm oCEzz LLJ w"�D z0 LU LLCE < z 0Co5m cn Lu m E[ W J N U } C)W o C7�LDQ z_m CO can �W�\\ LL CO C) Ww zz 00�� Q=- cWn 0 CE I—LU� � OLzLIoU m X F LLI W J � W WaCEO Co Z CO (7WZbW w�� C-) U C / U) 7 00 CD CD U c J PM". J J O LL 0 LLI O o ULLic qW i. IL 9no®o J LL Q W Q IL Lu Q W U zW 0 0 0- cn wo Q 0 z Fj z Q W 5( (1) z Wi cozMn 0 Z>-() w 6° 2— o O IL Op O cV U � J m LL- 04 60 < �I— O C) I- O �Q (N Z Q �l 0 0 F- Co onLLI C/') Cal Z � w < U� O o u, Q 0) � W [If 0 0 0 t— QJ N N Q cz Li O O L0 U I w I-j O O N z .— Ln g Q O U) o J_ ❑ m In In U) SHEET NO C� w AI,,,,9 0 OF SHEET G'14 13 NAL'te��<<`� ZONE 5 1 WNOMM HOBZ. BARS DMD TO "N 1-1/Y OF EOBO FOR OEM& !�1IRA I ICI AT CONTRACTORS OPTION PRONDE CORNEA BARS SAVE SIZE & NUMBER AS BEAN OR FOOTING )NTH GREATEST TOTAL AREA OF SIfEI. IN LIEU OF SNO W AO ROOKS -LAP BARS x8RAN - um IEc 3 CORNER BARS FOR EACH - 2 CONT HOE BARS STD SO" A.O HOO6 ALTERNATE DETAIL 0 CONT. REINFORCING STEEL AT 90" INTERSECTIONS FOR BEAMS A-10 NOT TO SCARE / SRO AC HOOF Y OR — i7 ABnnONAL To 24 TYPICAL COLUMN DETAIL 0 BEAM OR SLAB A-10 NOT TO SCALE WALL [CMU & HEADER 6' (MAX) 3/16 CONC, SCR, W/ 1-1 /4" (MIN) EMBEDMENT U (TYP) X 1x4 PT BUCK 'O Q (OR BETTER) 00 FASTEN PER DETAIL 6"(MAX) FASTENING FOR DOORS UP TO 3080 DOOR FASTING DETAIL CONCRETE BLOCK WAL� A-10 / SCALE: NOT TO SCALE ' sPAwN F.T. IYllOW O" f1iID C£LL(SA NKK Yt]Ei N B ffx�Nr,/ OR a' i/n ,NpXf ,-vf Nn"w eras Pm �-''^^�� NBLIIFMi a PN11 meta o e MY}N61WK PVx ` asH afNA N M Nk PAiRPM lA AS SfAiU M NP1VIf �lYUYIxU MRA'O mow A NxfNlf" PkA Dace Nwa¢T x xa awwT ./ NIMAU vv NA1�.'@ Illx� f1q® MRPo�N9F C9A1NC PER AAW ll Uf S1FNxFMIG F1+l9NG C 0V W!L BFL"INlR: PNI ANN "1. WINDOW BUCK FLASHING @ CMU WA A-10 SCALE N.T.S FASTEN MIN. 1"x4" P.T. BUCK TO COVER ENT RE 112" DRYWALL-- JAMB, FASTEN TO C.B_S_ W/ Y"0 x 2q" MIN. C.M.U. WALL TAPCONS SPACED C 4" MAX. FROM ENDS & 12' O,C. MAX. (TYP. THREE SIDES) OPTIONAL FASTENING. �I TAPCONS THRU FRAME, BUCK, & INTO C.B.S. Cl PER MANUFACTURER'S MIAMI-DACE NOA INSTALLATION DOOR FRAME FASTER PER MANUFACTURER'S RECOMMENDATIONS EXTERIOR FINISH RETURNED TO DOOR FRAME AT EXTERIOR C DOOR BUCK ATTACHMENT A-10 SCALE : N.T.S REBAR PLACEMENT DETAIL SCALE :N.T.S. ACCOUSTIC CEILING TANKLESS 25 GA. STUDS 24" O.C. MAK 0 I co PARTITION WALL BUILD PER DIET. ON SHT. 3-- TOP TRACK J TANKLESS WA-IIL-R HEATER A-10 NTS 2 COATS STUCCO O 0 0 OO K ALUM. SEE S CAUL 2 ST CONCRETE BEAM R-4.5 INSULATION 1/2- GYPSUM BOARD 1" X 3' P.T. WOOD BUCK W/3/16' TAPCON X 1 1/2" MIN. EMBEDMENT 43 8" O.C. (TYP.) WINDOW CHEDULE WINDOW HEADER DETAIL N.T.S. UM. WINDOW E SCHEDULE 1" X 4" MARBLE SILL T. WOOD BLOCK CAST IN PLACE CONC. SILL R-4.5 WALL INSULATION 8' CONCRETE BLOC( rB WINDOW SILL DETAIL MIN. 4" CLEARANCE ALL AROUND CEILING & ROOF STRUCTURE \" DRYWALL FINISH ON OUTSIDE OF WALL 2x4 WOOD STUDS 0 24" O.C. WITH \" DRYWALL ATTACHED WITH 1_" LONG DRYWALL SCREWS TO EACH CIMENTUOUS BOARD SIDE. SCREWS ARE B" O.C. AROUND FROM FLOOR TO CLG THE PERIMETER AND 12' O.C. ON ON INSIDE WALLS THE INTERMEDIATE STUDS. 2'x4" P.T. WOOD BOTTOM SOLE PLATE, NAILED Q 12" O.C. WJ(P.A.F.) .145 W/[' PEDIETRAIION INTO FLOOR v SLAB CLEAN FILL SOIL W/TERMITFz/ " I TREATEMENT PER CODE VAPOR BARRIER K TYP. INTERIOR NON-BRG WALL DETAIL A-10_,j SCALE: NITS 'i'R`i: a= FILLED CELL PLAN VI EW #5 RE -BAR, W/42" LONG-- SPLICE WHERE NEEDED W/8" PENETRATION INTQ— DOWEL #5 VERTICAL IN GROUTED CELL RETROFIT 8"x8" MAS. COL W/1 #5 WALL WHERE INDICATED AT FREE ENDS OF MAS. WALLS AND UNDER CONC. BEAN FOOTING A RETE A-10 N.T.S. f9 MAS. co Oi F �GARAGE DOOR 8" C.M.U. WALL GARAGE DOOR TRACK RETE DRIVE WAY 4" C�ONC. SIAB SLOPE 4„ 3/4" --` 6"x24" APRON '• 11-611 (2) #5 RI::BAR CONT. WITH P5 TRANS BARS 36" O.C. ,TGARAGE APRON DE TAIL__ SCALE: 1 /2" x 7 BOLT W/ NUT 2"/8 WASE (2)-3" OUT NA ALL 24' FRAME WALL TO �L] BLOCK WALL CONNECTION A-10 SCALE : NONE w O z Q z If O O W 0 Kz W 0 O Q O O z CC 0 0 0 N w L r. ED 0< 0w zWCC'. FfoBEr OQc2 �WOC opX_ oOw¢ NC!0> w oII--ZC ILL L 0cco:Da cnwma W _BN C } OW C zmCOU ECGO0C LB W z 2 ) zO3: C7 C) co 0BE W�(D0 T OzzW zU 00 J m� o LL Lu co z CO I— C7Lij wzw W O CD 0 U J J t CD J LL 0 � u- PJ o e W U CL uJ020 LL G c J U d LL w a IL co Lu w Q w z Ui 0 V a- co CO w>- Q �z ~ z aC co FCDco � LIJ Z (nzco0 z}cO w Q p�ao ui z 0 co 00 0 N OQ LL ll m \J C ® LL 0 0 O _ 0 z �Q V) J 00 � 0 0 ro 3:R �1 Z u Q w Q � -� Lij 0 I- U) a �, +� � LLJ �af 0 U0 <J N �< cz I LL_ OJ -,t o L0 U W � O ® N z .— O Ln W IZ O O m m U)) ZONE 5 +21.8 -26.5 po ZONE 5 +21.8 -26.5 MRH= 25' BUILDING WIDTH = 39.9' BUILDING LENGTH = 57.0' ROOF SLOPE = 5/12 ZONE 5 +21.8 -26.5 ----------------� I I I I I I , I I I I I I I I i i I I , I I I I I I I , I I I I I I I I I I I I , I I I I I I , I I I I I , I I I I I I I I I I i I I I I I I J I I I I , I I I ZONE 5' +21.8 -26.5 FLORIDA BUILDING CODE 2017 6TH EDITION 3-SECOND WIND GUST WIND LOAD PLAN SCALE: 1/4' = 1'-0' ZONE 5 +23.2 -29.4 I IN ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 r - -T --- - - - - - - - - - 7 I I I I I i I I I I I I I I I i I I ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +21.8 -26.5 ZONE 5 +25.2 -33.3 0 0 a 0 WLu 0 0 Z 0 Q U Z cr ono �oE7 N W co <zUO W Q M Z W w o O, 0pa� O� °E3� wzo crwn�JZ O V! LLJ CE cnwmar W J N U � F W C, Z m W OU wWzz ZU�Q Lo z-aoa (jj()oIr wlrcop w w z MW © 0 W X W � JLJJ 0 �+ O LL Z �co �ozL z :E 0 U z pm 7 op O O U J M JC)J oLL w o � J � W Q 0 = a w r� a U LLLLJ CL N 060 LL _j J V- aLLJ � a a W Q V LL co WQ Q O Z cn Z Q W w z FDZ � V 0 ,f cn 3ao U 3NE r mm n N oc p sp cp mc�0 �mo mma pam mmm Nx ms� fimaL Cp m3 L L0 pO4 N3« VRO 0�3 nmm s£n T $Ta W p� Na N no Lm N 2m NO£ =pb aC m UD m 2c mam om. 6 z o 000 N m LL- O : m � 0 ® < 1 1- ='S o U o v rn¢O z N ��Q 00 N 0 -�� N Z w w Uw ~ N O U Q U)+ N W :E 0 �o QJ N 04 cz i LZ 0 0� 0 Li NO 0 O N z Lo v J � 07 SHEET A A 1 OF SHEET STRUCTURAL NOTES **GRAVITY LOAD** ROOF - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD FLOOR - ALL DEAD LOADS PLUS 40 PSF LIVE LOAD **WIND LOAD** 160 MPH **CODES** FBCR 2017 1 EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-83) MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE (ACI 315-83) AMERICAN CONCRETE INSTITUTE PALM BEACH COUNTY NATIONAL CONCRETE MASONRY ASSOCIATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1982 EDITION AND SUPPLEMENT **MATERIAL** A. CONCRETE: ALL CONCRETE SHALL BE NORMAL WEIGHT, (USD TYPE CONCRETE) WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS OF AGE. B. REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE OF NEW BILLET STOCK, CONFORMING WITH ASTM A-615 GRADE 60. CONCRETE PROTECTION FOR REINFORCING BARS: THE FOLLOWING CONCRETE COVER SHALL BE PROVIDED: FOOTINGS: 3 INCHES BEAMS AND COLUMNS: 1 1/2 INCHES SLAB ON GRADE: 2 INCHES C. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL BE ASTM A36, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS AND STANDARDS. ALL BOLTS TO BE ASTM A325. ALL WELDS TO BE PERFORMED BY CERTIFIED WELDERS ONLY. SUBMIT SHOP DRAWINGS FOR ARCHITECT/ENGINEER APPROVAL PRIOR TO FABRICATION. COLD -FORMED STEEL TUBING: ASTM A500, GRADE B HOT -FORMED STEEL TUBING: ASTM A501 STEEL PIPE: ASTM A53,TYPE E OR S,GRADE B ANCHOR BOLTS: ASTM A307, J-TYPE U.O.N. HEADED STUD TYPE SHEAR CONNECTORS: ASTM A108, GRADE 1015 OR 1020, COLD FINISHED CARBON STEEL, WITH DIMENSIONS COMPLYING WITH AISC SPECIFICATIONS. �PI�I�IF"9:I��iI:I:aOI_Ul�si FASTENERS: ASTM A307, GRADE A, REGULAR LOW CARBON STEEL BOLTS AND NUTS. PROVIDED EITHER HEXAGONAL, OR SQUARE, HEADS AND NUTS, EXCEPT USE ONLY HEXAGONAL UNITS FOR EXPOSED CONNECTORS. LUMBER: ALL FRAMING LUMBER SHALL BE STRESS GRADE NO. 2 LUMBER WITH MINIMUM Fb = 1200 PSI AND MOISTURE CONTENT NOT TO EXCEED 19%. ALL FRAMING LUMBER IN CONTACT WITH CONCRETE, MASONRY, EARTH, OR STEEL SHALL BE PRESSURE TREATED LUMBER. :. UNPEINFORCED CONCRETE MASONRY: MASONRY: ALL MASONRY WALLS SHALL BE OF CONCRETE BLOCK UNITS CONFORMING TO ASTM C90 PLACED IN RUNNING BOND PATTERN WITH TYPE "S" MORTAR AND REINFORCED WITH DUR-O-WALL OR EQUAL, EVERY OTHER COURSE. EXCAVATION AND BACKFILL: ALL EXCAVATIONS SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURE, UTILITIES, PIPING, ETC. PROVIDE END BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATIONS OR STRUCTURES. BACKFILL IN HORIZONTAL LAYER, MAXIMUM OF 12" THICK, AND COMPACT TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DENSITY, PLACE BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC LOADING OR WEDGING ACT10N AGAINST WALLS OR BUILDINGS. G. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL A .: i N L W J FETY LOAD SCALE: 1/4' = 1'-0' L-4 8F24-1T/1B L-4 8F24-1T/1B TYPE DESIGNATION IATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES F = FILLED WITH GROUT / U = UNFILLED f'c precast lintels - 3500 psi. f'c lintels = 6000 1. 2. Provide full mortar head and bed joints. Shore filled lintels as required. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". F QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY prestressed psi. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. Safe loads for all recessed lintels based on 8 nominal bearing. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. N.R. = Not Rated. 8 6 e 1 B /� T minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 3. Safe loads are total superimposed allowable load on the section specified. I Rebar provided in precast lintel per ASTM Field rebar per ASTM A615 GR40 or GR60. A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 4. 5. Safe loads based on grade 40 or grade 60 field rebar. Additional lateral load capacity can be by the designer by J obtained providing NOMINAL WIDTH QUANTIFY OF #5 Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity, addional reinforced masonry above the precast lintel. NOMINAL HEIGHT J REBAR AT TOP 270 low relaxation. 7/32 ASTM A510. 7. 8. 7/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Cast be in lintel in lieu 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. wire per -in -place concrete may provided composite of concrete masonry units. 7. The designer may evaluate concecltrated loads from the safe load tables b y Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 calculatingthe maximum resistin( � moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. t `o a = RW U = a d z 7-5/8"ACTUA NOMINAL WIDTH 8" # MIN. 11) RAT DOP 1-1/2" CLEAR .U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRE(_' \ST & PRESTRESSED U-LINTELS c"w`CAg" GRAVITY SYMBOL LENGTH TYPE 8U8 BFB-92 BF12-OB 8F18-OB 8F2040 8F24-0B BF26-00 OF32-00 8FB-1B 8F12-18 81`18-113 BF20-18 8F24-111 8F28-111 BF32-1B L-1 2'-10"(34' PRECAST 2302 3166 µ73 BD39 7526 9W4 10472 119M 3166 4473 WN 7526 9W4 10472 119M L-2 3°-6" (42' PRECAST 2302 3138 33n 480 6W1 7315 Bs30 9947 3156 4473 6039 7526 9004 10472 119M L-3 4'-0" (48' PRECAST 2029 2325 2406 3487 4438 5410 SW 735E 260 4473 8039 7528 9Wt 10472 119M L-4 4'-6" (54' PRECAST 1651 1787 1213 2657 3403 4149 48M 5644 2170 4027 SM 7526 9W4 10472 9668 L-5 5'-4" (64-) PRECAST 1184 1223 13ot 1'2317 2826 333E 3&8 1885 2889 5057 fio9s 54W 6424 7450 L-6 5'-10'(70 PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5200 6122 L-7 6'-6" (78' PRECAST 937 1255 2101 3283 2746 33M 3971 4555 1255 2101 3395 5250 7134 8995 6800 L-8 7'-6" (90� PRECAST 767 1029 1675 238.5 1994 2439 2886 W33 1029 1575 2510 WN 5596 5513 5047 L-9 9'-4" (112' PRECAST 573 632 100 1469 1210 1482 1754 2027 768 1212 1616 2544 3489 4030 3127 L-10 10'-6'(126' PRECAST 456 482 802 1125 915 1122 1328 1535 858 1025 1514 2081 2774 3130 2404 L-11 11'-4"(136' PRECAST 445 590 935 1365 IL94 2355 1793 2075 598 235 1365 1e54 2441 3155 40µ L-12 12'-0"(144' PRECAST 414 W4 1254 1689 2074 1570 1818 555 B64 1254 1893 2211 2832 3590 L-13 13'-4'(1601 PRECAST 362 427 726 1028 1331 1635 1224 1418 405 748 1076 1438 1855 2343 2920 L-14 14'-0"(166") PRECAST 338 381 84B 219 1190 1462 1087 1260 465 700 1003 13M 1714 2153 2666 L-15 14'-8"(176� PRESTRESSED N.R. NR NR NR M2 NR NR NR 485 765 1370 2045 2610 3185 3765 L-16 15-4"(184� PRESTRESSED N.R. NR NR 895 NR 1250 Mt 1L95 NR 2370 NR 289D NR 3410 420 L-17 17'-4"(2081 PRESTRESSED N.R. NR NR NR Mt NR NR NR 310 53D L90 1400 18W 22DO 2800 L-18 19'4"(232� PRESTRESSED N.R. NR NR MR MR NR NR NR 240 40D 750 1090 140D 1720 2030 L-19 21'4'(256� PRESTRESSED N,R, NR NR M7 NR NR NR 33D 940 1340 1780L-20 22'-0"(264' PRESTRESSED NR NR NR MR NR1W3W CHR 870 12W 1860 1970L-21 24'-O'(286' PRESTRESSED N.R. NR NR M2 NR NR NR 130 240 720 1030 1350 1810 8" PRE('AST & PRESTRESSED U-LINTELS UPLIFT LATERAL 8U8 8F8 2021 2021 SYMBOL LENGTH T1PE 8F8-IT Bfla-IT 81`16-1T WA-1T SF24-IT 928-1T RF32-IT BFB-2T efla-4 sne-zr wA-zr eF24-zr sF2e-zr eF32-n L-1 2'-10'(34' PRECAST 2727 2B7x 4101 5332 6569 7811 9055 2727 2784 3981 s1W fi4o7 7630 BB57 L-2 3'-6" (42' PRECAST 2165 2289 326D 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6WI 7036 L-3 4'-0' (48' PRECAST 187E 19M 2532 38Bo 4532 53e7 6245 938 938 1 e 1925 2750 3583 µ22 5M 6110 L-4 4'-6" (54-) PRECAST I66o 1762 z5m 3257 4010 4707 5525 727 727 1660 1705 2435 3171 3913 46M 6400 L-5 5'-4" (64' PRECAST 139P 14U 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4t L-6 5'-10"(70") PRECAST 1272* 1357 19M 2505 3M 3665 4247 418 418 1272 1315 1B75 2µ1 3010 3583 4157 L-7 6'-6" (78' PRECAST 1141* 12DO 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 L-8 7'-6" (90' PRECAST B59* 112 1475 1914 2354 2797 3240 591 657 990 ton 1465 1W7 2351 2797 3245 L-9 9'-4" (112' PRECAST 801* 612 950 1259 15M IBM 2144 r4J4 630 801 756 1192 15W 1910 2271 2e34 L-10 10'-6'(126' PRECAST 7I6• 793 Io27 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 L-11 11'-4°(136") PRECAST 998* 439 096 905 899 1295 1104 1595 I309 1896 1515 2198 '3 550 Be8 535 L-12 12'-0'(1441 PRECAST 97* 400 631 els 1001 1186 1372 4� 631 340 818 1209 1514 1799 2088 L-13 13'4"(160' PRECAST 500* 532 682 ess 1004 541 1397 997 107 1153 1097 302 3118 573 409 L-14 14'-0"(168� PRECAST 45e+ 316 493 635 778 922 1065 548 378 On 922 1254 1567 1816 L-15 14'-8(176�PRESiRES$ED 243 295 4611 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 L-16 15'-4t184)PRESTRESSED x.R. 327 54 7791 100772 138I1 1625 670 L-17 17'-4 (208°) PRESTRESSED lea 2361 381 464 567 670 774 N.R. 255 1BR 270 449 60 874 1121 13M L-18 19'41232' PRESTRESSED Im 2D71 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 L-19 21'-412564) PRESTRESSED 145 tee 278 351 433 512 580 142 212 336 477 635 807 993 L-20 22'-0'(264� PRESTRESSED 140 157 18p 205 268 322 343 457 41a 607 493 771 56B 947 N.R. 181 L-21 24°-01288' PRESTRESSED 127 124 165 lee 244 290 312 408 380 5N 447 58D 515 833 N.R. 135 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRD'AS'T W/ 2" RECESS DOOR U-LINTELS GRAVITY SYMBOL LENGTH TYPE BRU6 8RF8 OB BRF1 BRF1 BRFIB BRF22-0 6-00 ORF30 BRFB-1B 87W 0 11 BRF14-1 8RF18-1 SIFM-1 814`26-1B BRF3o-1 D-1 4'-4" (52") PRECAST 1489 1591 3053 1 2982 3954 4929 59% Been 1327 3412 4982 6472 7947 9416 10973 D-2 4'-6" (54' PRECAST 1357 1449 2782 2714 3BW 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 D-3 5'-8" (68"j PRECAST 785 932 1602 Ism 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 D-4 5-10"(70' PRECAST 735 779 15W 1449 1924 2400 2575 3362 1103 2051 3811 6472 6516 5450 5411 D-5 6'-8" (801 PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 41 W 6730 Inn 6707 D-6 T-6" (90 PRECAST 665 761 1377 2252 1958 2451 294 3439 764 1377 23n 3808 5492 6624 5132 D-7 9'-8" (116� PRECAST 371 429 B34 1253 1071 1342 1614 INN 535 928 1497 2179 2518 3595 2575 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL SYMBOL LENGTH TYPE BRFB-IT BRFB-2T BAF10-1 BRflO- 9Rfl4-1T OR 14- 9Rfl9-1 W18- 9RF22-1 Wn- 8RF20-IT 8RF26-2T 9RF3Q-1T BRF10- 8RU6 8RF6 D-1 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5899 932 932 12µ 1519 2338 31-10 4008 4850 5888 0-2 4'-6" (54') PRECAST 1192 1W7 2311 3121 3937 4755 55n 853 853 5 2240 303s 3837 4643 5453 D-3 5'-8" (68") PRECAST 2 1795 2423 3055 3659 4n5 501 501 2 1741 2157 2978 3603 42W D-4 V-10' (700) PRECAST B 1742 2352 2965 3581 4198 469 830 469 1100 o 1690 1513 1468 2288 2042 1957 2891 2573 2509 3497 3107 3035 4106 3642 3563 D-5 6'-8" (80') PRECAST fim3t 2 6 7 D-6 7'-6" (90') PRECAST 1325 1302 1810 1762 228D 2225 2753 2E0 3227 3157 710 941 3 D-7 9'-8" (116'PRECAST s08 1123 1413 17D4 1995r 516 614 1W9 1389 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR w U z Q z cc O O FD FD 2 W 0 zLLI [J O Q U C7 Z CE p O �oC7 N W CO ozo0 CE 0 CE oQ�z ILL WOW 0 0OWC2 NOLU �� C Z Z w1L3: C)I-z0 CE W ° z OCDCE CO TnWMCC I- W D W J N U } W C) O,�WZQ ZYmncnw CE T/l C) C)WWZz z��� LO Z D_ co cn0oW WWcOp LL]O Z Z W z L O OXX W Z Fr � j CE LU WO z=C� Q W Z Lu Liz > O 7 00 O O U O J 11,_ J J (ZLL C? O 00 W FL C) LL 4"9 FL (L ® I- rn0OOO LL J U. J LU Q L) IL Q a W Z Li 00 d in co wo Q OZLLJ ~ 0 �: J � LL U)z� o Z}�5 Q o�CL0 z CD Hcw� Op o N J In In L1_ UQ � cr� m C� o © <� _� Q U O ❑ U V Z Nof Q c� o 1­-- O — CD L.oJ = CS Io 3 �N Z � CO U w CD o U U)Q a)h- +� L LJ CK U C) r- Q _J N Q> Q cZ I LE o o� U I LLI 0 O N z `- 0 LL7 m0 Cq �- O m m oI 3 SHEET NO wA 42 0 OFSHEET `\\�!liil l t l 11111fj717frri �-- .~` 3 �f4