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WDOD FRAMING OR ADDMONAL REQUIREsEE MFNS'T'SA•ND ON MONS. IN% - xw�BY. " DAA: 3 � i EXIST.WOOD TRU55 A 38 38 EXISTING f HR ROOF/CEILI NEW 5U5PENDEV CEILING EXTENT OF RENOVATION • MEMBRANE (2 LAYER5 OF EXTENT OF RENOVATION GRID SYSTEM ,... .,...:..,_.,,...w...--- TYPE "X" GYP. BD. (SIM. TO �. .... _... ... . ... 2 _.._. F -LE Cor IEF F1 KI05K Ef /� Q . iGLiNCR� 5 I U = 1 1 EX.EXHAUST 1 1:FLR 2 2 \" ARMOIR to w 1 0 1 ..._ 2 _ .. OUTLET 1 I 1 LAMP i _ _ ENT1MIG ji 1 € 1 ROOM ' I 2 UNDER COUNTER _ I 1 TABLC MALL1 _ .� -- cu -------- ....... EX. 1 ( I ! I REF. - ---- OJNT BI �i ; O , 1 1 �n 1 SPRINKLER 1 ( 1 --- I I �RE5IDENT — —r� ...... 35 1 SPRINKLER EX 2 LI6Hr 35 I > - s 1 ,_• EXIST. SUSPENDED GHLIN6 0 -- U 1 GL6.TO � 1 I � � I ._. . ROOM 2 GRID SYSTEM - ----------------. ----- -+ 1 �A515..._ 1 1 I I / 36.1 b ; 1: O SLEEPER 1 i 1 I 1 HANDRAIL TO 1 FA i IGOFFE NEH VA)IITY, , m i N I 1 Q Q ! I TLT. I 1 MATCH EXI5TIN6 :^• a TABLE > TVI < - REFS TO I •- 1 1 36.1 1 ; - y r - - EX.LIGHT FIXTURE 1 R: DETAIL 3/AL1 I 1 GONSTRUGTION DUST BARRIER--,j � � AREA I A.F.F. ' 1 TO REMAIN 1 OS ,— ; - CON515TINS OF FLAME O5 I l e 3 _ SITTING n fir_- _-_-- c RETARDANT VINYL FILM. 1 -- _-- 36.2 __-- VANITY FIXTURE 1 !'• 1 AREA I WJRSING 3_0 `� 1 •C EXTEND THRU EXIST. DROPPED ( CLO.TO 1 T I 1 36.2 2'-0" 3-0 SED C 7 BUILT-IN CHEST y 1 T (d SPRINKLER REMAIN AS 15 ALI -------__.�I i GLG TO UNDERSIDE OF � � ALI 1 1 ENTERTAINMENT I i 1 EXI5TING I-HR RATEDCENTER 1 - b_0" 7'-6" A.F.F. ' TLT. I 1 END PANEL 35.1 ROOF/GELLING MEMBRANE v I _ .... L O I O AFF. ; 0 EXISTING DOOR I I _-_--� I -- -_ I GL INE[ !' N 1 -- - -- I____— EX. ( TO BE REUSED I NIGHT i ! I ! (� EX. I SPRINKLER ABOVE-BED SCONCE 1 I PRI'✓.AG I ! 1 I HANDRAIL TO 2 I TA6LE i _- 1 v SPRINKLER I 1 2 URTAI. �� . ._ __ =.- - L. L - - ^♦ MATCH EXISTING _ _ ---- �. . .i - --- -- _ _ ... — _... 2x4 WD STUDS 3 MAX. 16" o.c. CLEA .,� r r H5KP LINEN r 1' �`' 58 O 1 ARTS 58 1 58 ... Z Q N 5 58 - „ , _ UR5E i e TYPE G GYP BD RESTROOM CONSTRUCTION DUST 54 1 CONSTRUCTION DUST 54 BARRIER GON515TIN6 OF ♦ � BAF:R{ER GON515TIN6 OF ♦♦ 1 -. _ _.. TREATED YELLOW PINE FLAME RETARDANT VINYL ♦ FLAME RETARDANT VINYL 1 � FILM. EXTEND THRU EXIST. -' �`-•• 2x4 BOTTOM PLATE FILM. EXTEND THRU EXIST. 1 GENERAL DROPPED CLG To �♦ 1 DROPPED GL6 70 ♦ BATH J UNDERSIDE OF EXISTING 1' 55 EXIST, GONG\SLAB ON UNDERSIDE OF EXISTING ♦ 1 55 1-HR RATED ROOF/CEILING `. 1 E3RADE 14R RATED ROOF/CEILING MEMBRANE ♦♦ 1 .i w, 1 MEMBRANE GENERAL GON5TRUGTION NOTES: ` 1 _ 1 I. THE EXISTINEi AA115 of TLT ROOM 36.1 ARE NOT BEING ALTERED. 1' THE FLOORING AND THE VANITY ARE BEING REPLACED, THE NEA VANITY HILL MEET CHAPTER 11 OF THE FBG,HOWEVER;THE REMAINDER OF THE TOiL°T ROOM HILL NOT BE REQUIRED TO MEET CHAPTER 11 OF THE FBG DUE TO THE LEVEL OF RENOVATION. REFLECTED GE I L I NS PLAN 2• No ELEGTR{C:AL ouTAGES OTHER THAN AREA OF WORK ARE ALiA1�D. � FLOOR ALAN Y�/ FURNITURE LAYOUT E7 NO PLUMBING SHUT-DOHN5 EXCEPT AREA OF HORK ARE ALLOWED. AI.I VENTILATION,SYSTEM SHALL REMAIN ACTIVE EXCEPT FOR AREA OF AI.I „ _ 6R055 AREA = 443 50.FT. SCALE: 1/4' = I'-0" WORK. EXHk*T FAN SHALL REMAIN ACTIVE IN AREA OF WORK TOMAINTAIN SCALE- I/4 - 1'-0' ATIVE PRESSURE 5EGT I ON 3. CREATE Du.,TG BARRIER,AROUND ENTIRE HORK AREA AND USE EXIST. AI.I BATHROOM EXHAUST FAN TO CREATE NEGATIVE PRE55URE. SCALE: 3/4 : 1-0 4. SINE FACILITY 15 24/1 OPERATION,WORK SHALL BE PERFORMED DURING TYPICAL DAYLIGHT HOURS TO MINIMIZE DISRUPTION TO RESIDENTS. �..� 5. MAINTAIN EXI5TIN6 CORRIDOR TRAFFIC,REMOVE DEBRIS DAILY,GLEAN UP DAILY,AIV MAINTAIN BUILDING SECURITY AT ALL TIMES. //•.�� 2-I o VJ FINISH SCHEDULE 50LID SURFACE �, SPACE FLOOR BASE NORTH HALL EAST WALL 5OUTH WALL WEST WALL GEILJN6 REMARKS BAGKSPLASH® BACK VANITY W/ NO. NAME FINISH PlNt5FI PR15N �" AND SIDES TYP _ INTEGRAL. 36 RE510M ROOM 5v VB vwG vwc vw, BOWL AND 36,1 TLT SY VB VWG Vw, vw, vw, P R1 TO NOTE 1. -acv $AGK5PLA5H p 1�To NOTE 1. 3es �rnNb AREA sv VB vwc vwc vwc yy� PlAGB RTER TO NOTE I. =m A A55REVIATIONS SOLID SURFACE 38 ENSURE THAT ALL PERIMETER HALLS IN THIS AREA ARE SEALED TO THE P FAINT 5V SHEET VINYL VYrG VENYL WALL,GOVEIZIN5 APRON EXTENT OF DEMOLITION UNDERSIDE OF THE EXI5TIN6 ACB ��` GE1UN5 BOARD ( YB VINYL BASE cyL WOOD ,,.. .. .. RODE/GELING MEMBRANE I BLOCKING AS �� "' 5 ENERAL NOTESFINISH NOTES REQUIRED =— _ _ _ _ 1. PAINT COLOR TO BE SELECTED BY OWNER. --.- r A. REFHi TO PROWGT DATA FOR MATERIAL INFORIMTVON. FABRIC HRAP 1 1 UTILIZE EXIST.EXHAUST FAN O X INSUL.ON 1 TO MAINTAIN NEGATIVE AIR r4"� FIN 15H 5GHEDULE PIPES �• 1 PRE55URE - f DUST MAT 1 _� � 8 � _ _ _ _ _ _ _ 1 � � AI•I SCALE: NOME cV TEMPORARY REQUIRED KNEE ENTRANCE/EXIT 1 1 AND TOE FOR WORK i s RESIDENT CLEARANCES 1 \\ 5T 3I 1 T T. ✓ 1 �,,, ' .. ■■ _ L.. 1 1' 1 GENERAL DEMOLITION NOTES: DEMOLITION NOTES: ExIST.BASE GORRID �. �: ✓/ 1 1 + CONSTRUCT C.ONSTRLIGTION DUST BARRIER PRIOR TO Maypott C rossing Slvd... , 05 I 1 1 �i REMOVE EXIST.HANDRAIL(TD BE STORED AND WALL RATING KEY FIN.FLOOR ( ANY DEMOLITION. REFER TO PLAN I/AH FOR LOCATION A S E IIS - -- — - _ J REUSED TER REwv T1oN I COMPLETE} 1. STORE AND REUSE FURNITURE 2 REMOVE EXIST.HALL IN IT'S ENTIRETY O DETAIL -� /� - i 3 SOLID SU I�F�G� V�N I TY L/�T1�I L � I I �` �= l � ? 1 2. RELOCATE FIRE EXTIN6t115HER WALL RATING LINETYPE r-- ..- 4 j 3. REMOVE AND STORE SIGNAGE TO BE REUSED REMOVE EXIST.HALL UP TO T-6' A.F.F. AI.I11/2' 1 AFTER RENOVATION 6 COMPLETE SCALE: 1-0 ` \ _ TLT. I -----_-......._.__�._ 3. ADJUST SPRINKLER FEADS TO WORK WITH ® REMOVE EXIST,HALL FINISHES SMOKE PARTITION �� • • '�" • • —---------�� (k 35.1 EXf5TIN6 I I 1 €� RENOVATED HALLS AND CEILIN6 MODIFICATIONS _ BULKHEAD 4. PATCH AND REPAIR ISXI5TIN6 HALLS THAT ARE REMOVE EXIST.DR.,FRAME, d HARDWARE I HOUR FIREJSMOKE ., y`� REIjISIC PARTITION J r / 4 r 1 0 ,O DAMA6ED DUE TO DEMOLITION AND RENOVATION REMOVE EXIST.DR.,FRAME, E HARDWARE, -- J EXIST. EXIST. I I 1 INCLUDING,BUT NOT LIMITED ELECTRICAL I, J i (To BE STORED AND REUSED AFTHR # I i L) • - 0 2 JUL ■ . �_ ■ ■ ■ . r�■s . . ��r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 5. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE RENOVATION IS GOMPLET7.1 DUST FROM DISPERSING INTO ATTN051'HERE [...._.__« 7 S4 �� 30 OCTO b. HATER MIST HORK SURFACES TO CONTROL DUST REMOVE EXIST.FLomi%FINISH DOWN j I �,1,` 1 ' t TO SUBFLOORIN6 End of Life Suite— � ,) r 1 n o WHILE GUTTING MAINTAIN r 1 HSKP CLEAN 7 5 Ut�15®DOORv5 HITH DUCT TAPE � 4�yy N ISSUE N LINEN � REMOVE EXIST NON-RATED FILING �"E:a`r"nee 6 0 GLE CART b. BLOCK OFF AND SEAL AIR VENTS cdu�In.,K NURSES 1 58 5b 9. PSA DUST MAT AT ENTRANCE AND EXIT OF HORK . ■ 1 REMOVE EXIST.SINK AND VANITY VICINITYMAP: 4 APR 5TRO O Io. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE LOCAL MAP: CONSTRUCTION DUST ♦ 54 WORK 15 BEING PERFORMED INTERIOR INTERIOR INTERIOR BARRIER GON515TIN6 of ha"�■N a -- Am"rt�a;Cup Or N vcasnr+v `or >, Orwk { FLAME RETARDANT VINYL ' 1 _ G aRA Ir - - 3 10 a � • . I I HOUR UL U305 2 1 HOUR UL U305 FILM. EXTEND THRU EXIST. GENERAL APPLICABLE GORE_ DROPPED CLO TO ♦ 1 ATH FLORIDA BUILDING CODE 2004 NV 2006 5UPPLEMENT5 ` „ '•o DEMO, EXISTING WALL EXISTING WALL TYPE "G" 5/8" 6.8. UNDERSIDE OF EXX15TINO ♦ O 1 5 FLORIDA EXl5TING BUILDING CODE 2004 W/2006 SUPPLEMENTS , ,=' s �� r j�,P 'TYPE "X" GB. 2X4 WOOD SND I/2 G B. I-HR RATED ROOF/GEILIN6 ` FLORIDA BUILDING CODE MECHANICAL CODE 2004 W/2006 5UPPLEMENT5 8r„dee ,» - V 2X4 WOOD STUD 2X4 OR 2X6 WOOp STUD TYPE "G" 5/8" 6B. MEMBRANE 1 u1 2X4 TY " " ♦♦ 1 FLORIDA BUILDING GJDE PLUMBING GODS 2004 W/ 2006 SUPPLEMENTS , �' Klnbwly X01+ 0'0°'"'O a. 1/2 GB t�NcoN Ln ' a:� ntarron clos: an-a. 4 m4 COMMIS *'TERMINATE WALL o 1 *"BALL EXIST. WALLS TERMINATE UNDER51pE OF EXISTING I-HR ` 1� ---� r"T.a e LIFE SAFETY NOTES: fnte}1 x v#1 Nortecr I. NO CHANGE TO EGRE55 OR OCCUPANT LOAD. s 191 } OI h Gardm LR s r;.::. jib ® UNDERSIDE OF EXIST. 1-HR ROOF/CEILING MEMBRANE Assisi Ln. Gx tow,St I .. atiww n« u ton+ sa �ss.w MEMBRA CONSISTING OF 2 LAYERS OF ROOF/CEILING MEMS cm GON515TING OF 2 LAYERS OF TYPE "X" GYP. BD. IGRA NOTES FOR PRO.EGT COMPLETION: - I. WIPE HORK 5URFACE5 WITH DISINFECTANT 1 o 21 i aka TYPE "X" GYP. BD. 2. CONTAIN GON5TRUGTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED l '�t-s Z t 'N a SHEET. C PLAN 3 c i H p I DEMO i- Ll"�N CONTAINERS ° j; ,�' 3. WET MOP AND/OR VACUUM WITH NEPA FILTERED VACUUM BEFORE LEAVING Q " ' " I pai11 `; . 2 Y`IALL TYPES AI.I SCALE: 1/4' = 1'-0" HORK AREAwr'�'L,±�°I"°oo j AI I 4. REMOVE 150LATION OF HVAC 5YSTEM IN AREAS WHERE HORK 15 BEING SCALE: NONE F z COPYRIGHT 2008 NOELKER AND HULL ASSOC E � _ i I ,.I ! i s d s i �I s . i : , �1 I ! II ( i C� j e a I.; m H z } o I i D fTl X _l ! C,,4 '.� - - -- 2 II . r- -- — � I C/) � om o0 Cn OF- z n =1 C" � s — — — — — — — — — — — — — — — — — — - L- -- - - -- - J � � ! I ❑ m _ _ I LJ c � 1 WDA X r I N D� z / I � m { CD _ Cnc 1 Ln om I I I f , I • - - jl WD E I _ rri rl I iI I z I C�nD.ZCA ri ml I n2XOZ m I mo m I 1 Rom:Elz Im m 1>< C__' I I� i • I m j � Izo 1 1� ! Iz � I - - - - - - - - - - - - - - � D�� Cn I i W NCD HE ! \ = D 17- D r zm F1Z 0 , i .i j ! D j t DOHERTY SOMME"' I E J ARCHITECTS ENGINEERS, INC. )0 37015TH AVE SOUTH JACKSONVILLE BEACH,FLORIDA 32250 Tj FL. CERT. OF AUTH.9393 PH (904) 249-0698 A T1I FLORIDA LICENSE NO.: AA26000952 FAX(904) 241-0691 D j iq CAREN M.DOHERTY,P.E. LITY SUITEFL P.E.# - 55021 b B R TQUINoelker and Hull Associates, Inc. a O P ►,, o Con + Master Planning + Interior Design D y o AT FLEET LANDING 30 West King Street+Chambersburg,PA 17201 900 Heritage Drive+Pottstown, PA 19464 D � N ~ 'rD n Z t- � N p D C y G 717.263.8464 + 717.263.6031(fax) 610.326.4009 + 610.326.7906(fax) Z FLEET LANDING ATLANTIC BEACH, FL 32233 o � 1 I r 4 -- . -- _.__-E IX 15 T I N G, FOUNDATIO 'll 0-- 12 110 JL', i-I) F IGN C ' FI TE F,,,,' l A CZ ILI 13 W 111 lik" OV ' R, 5 �t E E T /K S T �i: M G: F L 0 CI R, FI:M� A N FDR,,�,, 0 P F L C�) 0 F-,'% F) L A M / F RK I FT , -" /\ L- PL R/ 4e , ' A T I (-) �N�i T E-_ F E I E "K I (D I.-P r I F* ID U L 1. L I F E o A P L A 1\1 MY MOM I T I N L L T I (D r 1 / M5 5 fD FD (D [D . W A L L E- C/ T 10 N 11 D - .~~~ ----..._ _.----------._.. r\ LO 50G8 FRAMED OFENNG5 . WINDOWS E Xl T IyNlf 9 OW5 EX15T. 14i,NDUNE) EXIST. _ O�� '_ W/ 112 ABOVE EFA. FKAMED I G" R.'TO BE REMOVED TO BE REMOVED To BE RMOVED TO BE �W � ...� �....�..,.w i -..-.- ............... Y .i.,....,,.,�---'"--�----",-. ......�.....�..........w........�-.� .... µ� ................ ................. ------•R...�....'....,�.�,.�.•...•.... .-_.- -� -...-m,R,r,,...{._ � � j. j ."*ty, ¢ a WALLED AND DRYWALL € < f k O f o 10M PIS PA X 4, PARTI N WALL5 ' ' } V� s W/P.T, X 4 PLATE' ANS I IS 11 T NI G 12 W X, 12,* G !5 n �s'� � E , , , I f I , 505( PIX, 505 Fl X. 505( I IX 5 . t lX E E L IP TRA 5 LLIP RAt,6- I..IPI�� L .rP TI 4 c' Elf X L A OR` FLAN 0 F . FL 0 0 P L A L�l -J 1/44 E; , F � L E IAL `3 F ` :a T RECE55rD FIX �-O WALL MOUNTED FIX ELAD W/ in CLEAN At-.ID --rKEATED C,0PM. Fill 5W- ITCH I A/ Fj A/G DISCONNECT C2) EXIT LIGHT EXISITNG 8* X 8Y THICKENED EDGE 4 f I 2. #5 PE AP, GONT. f E 0,1 � FL-AN F P,, E ECTA L F I �f _ ._ .. ._ ..,.. __ ....,.,.....m.,,,...._.,......._M�.�.�...............�,.. ......•-..,mom._ ,...-......,.m,.. ,....,. _,.........................M.,.,� M.,......_,.....,...,......,,..,,.,._ .�...m,.�.,�.,,.�..,�.___-__,.....,.,,.....:.,m..mm..... � .. .. f f ii f LEI F OCl' TTFE " MATERJAL FRAME 'rtARD ARE AGG. U r:I 1Z ` 7 ICY, i U _ t j i < Ole, L...1 UA T— I' cam° € _ ` � t e �` ,....,-.. -1 pw� � °may -�.,�....�..n..,. -..w__-•___.. ..,m ,..,....�..�.�.. ,.�...""..�..,.�.,.-,..,.�......,P..-. ,m____�..��,....�.�,.�,�,._m..__...-....�m._____�.,�....�.,�,�,..,.,.......,,,�.,, �... .�.,"�.,..�...�....�...�,,.�,.�._,�.-._..�.,,,.m�,�,�..�.. ,.,�..,-�.. � � .. Z X G'-e"Y w 1-05—R.ETPANG HARDWARE AUTO. GL05URE HARDWARE LOCKED F,'�, 4 �"# l� DWAR_ C Ai If _. i T r` L. T. , J E �� i M �. r �l f r ,a�! VR5 TO BE IiAINTEU C, !!QR. A PER OWNER � f� ��p r � CL _� -- - �'am:saaxacxxs...c.m.:r.:uX•� �.�wrm' wWma.��:,��wp�m'wme,.,o��w®w.ruui•.avmr:.ea��,�+*wc.ra.•y�--��,•n:..�.�wc-::�w��.�.mrm'^m'.:_.�:�..,®��:cw�,�c.a•c. :, __ d �• ...,�,�,.j b ; t �" p l ' - e � .,�.m.., �`�� MATERIAL T ACG. �""� I DE 'VI T- �,,IEP ,'� 1-12 " UA E T P A 1 41 GLI- �F! � ' 4-[c E Xi T. " T t G � F' 'I Sr�t a.tIT€ E4A lS� €t# p s t • p r 11........................ /Z I J11 'i � `�:✓" �`we�`e � � �`' .�%"r"" y � �,' '...., r. 'P ^:,ham ..,� ,t r'"� '�y� e� •';i'""� � 3 EE � E r , t J. ...._...., _.— ... f _ _ EE ' y� p t - i1-71 .. 31-01 ,y y � 1 3 20 YVALl NICK t 3 6 TING i UN i.-. # ;m X I S T€N G � O L 5. � ;,rf l`l �:F�'.I� - � F�;,m.d� T(,. ,.�...� I 6�'�I 7 E '" � � f co m 12 t 5�f E ET ELEVI � p I F f E i + f 6a.h�_I 4 1 } €t � 1 1L lii - I � Ex T1" F 1LIMGA .4, I YC LZ w X, 4 TOP PLATE' Oz 141 — l 'ltl(E')lJLATlON r kp q ,:e' er i 1/2' SHE:THING b :M /00 r I of —. - P.T. PL. 1 „ f- clotl_ r F15T. P.T. e I ], f ... . .... _ ..._ ....__.........,,..__. _,. .w Wv _. _. __.��,. 1 r'.a O5 y .�'"''~~O d✓','s,`•�""r ^! ~~ti �""v0 ,� 'w, 4 4 �+ 'f aF,� ^ �fr � /:.,, , ^fs „�f; 7y„hy1 „. VI R ` _OM1 tttts LAFJ �XPEYF� VAPOR t, 4 L, _'T r\l c t::' :O 1=) I C” 1 0 4 ......................... ... 'UP LATH AND SEE ST1 FOR VERTICAL WALL CONNECTION, STRUCTURAL GENERAL NOTES — -' ST CO CORNIER 4" CONC SLAB W/ 6X6X10 1O WWF BE BELOW VAPOR BARRIER OVER �OVER6PvIILW �.J STOP LATH rAND r C VERTICAL WALL CONNECTION. FIN1":,HE LOOR - TED, TREATED _L 4" CONC SLAB W 6X6X10 10 'N'NF STUCCO CORNER SEE ST1 FOR VE �� SLOPE 3/4" X 12" CODES: OVER 6 MIL VAPOR BARRI�R OVER L / �• B �4' C 6 MILA SLAB XBX10R GvE3 CLEAN, WELL COMPACTED, TED, 1REATED FILL EXP. JOINT AT GARAGE DOOR BEAD 1" C]E_..N 4" GUN.. � vW/ 6X6X1b/10 WWF MAY BE U•'E CLEAN, WELL COMPACTED, FINISHED FLOOR r' AS BRICK LED A. DESIG ME"HOD USED MEET MIN. LOADING Q PER 2004 FLORIDA BUILDING CORE ('04 FBG), MWD LOAD PER ASCE 7-02 & 1997 GLEAN, WFLL COMPACTED, TREA IED FILL SLOPE GRADE N RE I� ._ E NDS. SLOPE 7- s NUiUNS �1) 5 E6AR cnNT. DEADER cuuRgE AFRI Irl_ illll a" CONIC SLOES w,/ 6XWx1D�10 WWF B. TYPE OF CDNSTRUC1lON '04 FBC - TABLE 600 V, UNPROTECTED. GRADE Cz -;(11�- tI ) _: l - ' 110V'ER 6 MIL VAPOR BARRI R O'WERMIN. DISTANCES 1�, - CLEAN, WELL COMPACTED. TREATE FILL C. APPROXIMATE HT. OF HIGHEST POINT OF ROOF ABOVE GROUND: 3OFT. OW. I . 1 STJRY DIM SIONS ARE EAN CGN9PACTED I I62 STORY I' DISTANCES - I _.- 7tt � D. STRUCIURh./BUILDING TYPE PER '04 FBC 1806.1.5: PARTIAL[Y ENCIASED BU1L➢ING, � AND FILL _. � � � 1� 1I I �:. I I I I I .. � II I ..� i � .. E. MIND E7{POSURE: � ;00 _._ j �a EMwAL2 OR LE55 CauR Eo. _iI. �^^II _ (icU �(- ^^L slap C],C, 11f1f1. _.IIII _ F. STRUCTURE BUILDING: U o _..� F . .. ,�" �"".(Z)# NT. 1 �1URY m 'cG. OCCUPANCY TYPE PER '04 FBC - CH. 3: R-3 __. I( /❑ BRICK . " _ (3)#5 CUNT. 2 51JRY � R BARRIER L SOLIb OR UaE 10'x20" FTN°G _ ....._._ .�......V CAL REItvFOkGEM_NT). #5 DOWELS C� I __. rAEE:S 5D TO f3UTER FTER MINIMUM 6" � �l___... l----- 1 _-... �-8 MIL VAPOR __- I---- CORNERS ;gc 3 a/c THBR ...-..... -- _ H. MIND IMPORTANCE FACTOR: 1 DJ ) _ _ ��/ SRI CK ( INTO FOOTING INTO A MAB MINIMUM ALL L 1 1 STORY) I I i I Iii I i•I ._ 12- I"1 i ._.L.L.(Ji�5111101_-` � I „1) CONT.-.---I GENERAL: TENT) 2 STORY) I I 1�Y FLt�7rlyd,_.SIE *"MAX. STEMWALL HE°' T: (5) CELL REINFOF�RT NW 20 I I I 12 � �I A. DESIGN 13 VOID AFTER 2 YRS FROM ORIGINAL DATE OF ISSUE, UNLESS UPDATED TO ACCEPTABLE CODES & PRACTICES • THAT TIME. �" W/0 BRICK 12WIDE W/ «> 5 CONI 8 COURSES 'WALL. > (5) 8 -' W/ BRICK 20' WIDE cINCLUDING LEDCC) W/�a':a5 COURSES HIGH QUIRE W/0 BRICK I6'xS' W/ , 'as COINT' B. DO NOT SC,4LE. USE DIMENSIONS FROM THE ARCHITECTURAL PLAN. NOTIFY ENC. IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN _.. W/O BRICK I6' WIDE w/ (,,;�5 CONT, - AE NIFIOR F� NT LYSIS & WIC KK en ow i(ra?us c N T, 6 TURNED R N E D D U WN EDGE Ca E C. ALL DETAILS SHALL BE IN ACCORDANCE 11/INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. P�Y � CID,) I PLANS. 'w'/ BRICK24' WIDE (INCLUDING LEDGE) '* (4)NS d/ BRICK 24 x10 d/ C4)t15 CONBEARING STEP DOWN 1 TYPICAL E O U N D A T I O N D E TAIL D, ALL TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7 TYPICAL FOUNDATION D E� TAIL - E. ALL HURRICANE TIES SHALL BE SIMPSON STRONG-TIE CONNECTORS, OR EQ. F. NAILING PACTERN FOR ROOF SHALL BE 4" O,C, ON EDGE & B" O.C. IN FIELD. G. NAILING PATTERN FOR WALLS SHALL BE 4" O,C. ON EDGE & B" O.C. IN FIELD, '::...•:a SEE STI FOR VERTICAL WALL CONNECTION H. THE ROOF ASSEMBLIES COMPLIANCE if/WIND CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED BY THE ENG. OF RECORD, AS 1/ 4" CONC SLAB W/ 6X6x10/10 WWF SUBMITTED W/CONST. DOC. XCOU OVER 6 MIL VAPOR BARRIER OVER L ALL ROOF & FLOOR TRUSSES SHALL BE BRACED 11/2x • 4' O.C. SEE ST1 FOR VERT. CLEAN, WELL COMPACTED, TERMITE 4" CONIC SLAB W/ 6XSX10/10 WW'F 5 1/2" WIDE C'ONC. 51-L 1OP AT MAINWALL CONNECTION, OVER 6 MIL VAPOR BARRIER OVER 7. BUILDER SIiALL PROVIDE #5 VERT. REBAR IN FULLY GROUTED CELLS • CORNERS, AROUND OPENINGS, & 4' O,C. FOR CONTINUE RUNSr E , I'kEATED FILL�TOP LATH AND SLAB L_1EL. 1'OP TJ GARAGE FLOOR _(11#4 CONT. IN SOLI GROUTED CLEAN, WELL COMPACTED, TREATED F LL OF WALLS,EftVARIES, MAX 5 i/2" (HEIGHTS EXOEEDIPJGU-BLOCK COORS STUCCO CORN _ DEAD 1" BELOW WIDTH CREQ ADDIIIQNAL ANALYSIS y1' mm, �� 4" GONGSLABw Gx6xIC 1D W'*F 3 _. T il.a.1. —. _.. ►I i��ti 1 li-- � -� FOUNDATION: _ __ - - _: _....m: LI II l FINISfiED FLOOR IC EAPi�w LLVCUMPAaC 1ELREAEEb FILL _ _ Y V 1 mmT„ i ILLI L `< 1111 -, I _.IIII.- A. THIS DESIGN HAS BEEN COMPLETED W ACCORDANCE W/PERTINENT STANDARDS, RECOMMENDED DESIGN 501E PARAMETERS, & ACCEPTED TYP. VERT, •.. :_. ' - ILII I I I L._ _ I 6 MIL VXOOR BARRIER REINF I i 1 II ir�> Ili IIiT T),I �I��- �. SLDF,E - -�,-, -- - ENGINEERING ➢BETON PROCEDURES, & IS BASED ON THE BEST INFORMATION AVAILABLE • THE TIME OF COMPLETION. THE DESIGN 15 GRADE 7111 �I =,.I IIII IIII III-_-TILL. wi, _..: I I� -- m w III -•-`IIII--I I I I INTENDED TO MIN. DIFFERENTIAL MOVEMENT RESULTING FROM THE BEAMING OF EXPANSIVE SOIL OR SETTING OF SUBSURFACE SOILS. ❑...... _ I TYP. FOOTING - SEE 1/ST2 FOR �I�Im-:mlll_ 111".= (I�I. Illi IIII IIII IIII — _ CLEANCOMPACTED Ili I==" I I I I-'1 I -.._ ---- T —i __ . .... ^.. " =1 I .-11.) `� CONT, IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS WILL UNDERGO MOVEMENT, ANY SUBSEQUENT OWNERS SHALL BE APPRAISED SAND FILL I SIZE/REINFUf,CEMEN I II.. fIII 11 I—.IIII i_ I r - I OF THE SOIi, CONDITION & ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE W/REGARD TO SURFACE & SUBSURFACE DRAINAGE, 17 7 _ !: - I T-•!i!' I i m 1 I I=I i I I 'I Iii 1 FRAMING OF PARTITIONS ABOVE FLOOR SLABS, & FINISH WORK ABOVE THE FLOOR SLABS, ETC. 1 X� :4- B. . , if. 11 i I lil (( l i•i 1 .}i I III IT I ! III IIII B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL W/AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. ACTIVE EFP= 30 PCF L� j CT (LEVEL BAtCKSLOPE). - I TYP. FOUNDATION i ! ' I DENSITY ➢ T W ...._., �, C. SDIl, BAC��NED BY AASHTO T-B180.OMPACTED IN 12 MAX. LiFTS TO DENSITY OF • LEAST 94x (+ OR - 2x) OF THE 1tAX. (. 1 —... I STEP DOWN IMIENIGIOIVS ARE �=IIII�il1_ I1 ___ W. DISTANCES NON-LOAD BEARING TURNED DOWN EDGE D. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH & HAVE BEEN 11 7 ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL 1 r.. -1 2 F 0 U iN D A T U N A T GARAGE E C U N D A T 10 N A f GARAGE E. ALL FOUNDATION PADS SHALL BE FORMED TO PROPER DIM. AS INCITED ON THE DRAWINGS & CENTERED ON COL OR WALLS. - - F. THE LOCATION OF FOUNDATION JOGS, STNS & TOP OF WALL ELEV, & CONNECTIONS ARE CRITICAL TO FOUNDATION PERFORMATANCE. THESE ITEMS ARE SHOWN ON THE PLANS BUT MAY CHANGE DURING THE ACTUAL CONSTRUCTION, AS A RESULT, THIS DESIGN CAN NOT ADDRESS PROPER FOUNDATION CONFIGURATION UNLESS STATED SPECIFICALLY ON THE DRAWINGS. r� `"' L.:..1 4" CONIC SLP,E3 W/ 6X6X10/10 WWF �-7:. OVER 6 MIL VAPOR BARRIER OVER '1- OVERLAP SLAB RECESS SLAB 3/4" FOR CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR CONCRETE: 1 L" - 1WRESf-TOLD TREATED FILL 2" :-' 7HRESDEPTH O STUD F 1 1/4" UM _ FORMED & CAST f STEP A. DETAIL REINFORCEMENT 1 ACCORDANCE W/ACI 315-80 (REV. 1988), DETAILING MANUAL MIN, CONCRETE COVER FOR REINFORCEMENT 1 1/2" REuE�a .,LA,B 4' FOR EGD OUTSIDE-FACE EOOF BLOC': 1$�j REBAR L �O" C 3- VARIES - WN SHALL BE AS FOLLOWS: 110"'ESS S `' a -� 1) CONCRM CAST AGAINST EARTH 3" / — � L IIII,. T.li ) / . J4' CONC SLAB W/ 5X6X10/10 'MWF I _ r "c , ---••--- - _ 2 FORMEDD CONCRETE EXPOSED TO EARTH OR WEATHER 1-1 2 k.• F OVER 6 MIL VAPOR BARRIER OVER I CLEAN, W LL COMPACTED, TREATED F ILL ? YY IIII I i I''I=1_I TYP, SLAB - - -- _L.J._L 1 I I i I I I Tl'P. SLAB 3) INT. SIrABS, WALLS 3/4" S SHALL B 28 DAYS. F I IIII- !III )) I H. MIN. COMP6IESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION & SLAB E 3,000 PSI AFTER _ III II�> 11 �i 1 Iii C REINFORCING STEEL SHAi LI CONFORM TO ASTM A615, GRADE 40 W II i CLEAN COMPACTED ?IIII II,----1111 F r mm.IIII� III II II11-= III(-� -_ IIII._•-.II. D. LONGITUDINAL REINFORCING IN WALLS & FOOTINGS SHALI, BE CONTINUOUS • CORNERS & INTERSECTIONS. MATCHING CORNER BARS EH . - _ �— C D )III IIII �7YP F'UO,ING - SEE 1/ST2 FUR ! IIII- :III I � I Yl'ICAL FOOTING SHAH,BE USED, MIN. LAP OF REINFORCING SHALL BE 40 BAR DIA., BUT NOT LESS THAN 20". SAND FILL , ,-" 51LE/REINFORGEPvIENT I I i I I III IIII I I SEE • __ I' 1=.Illi :i _i ,---- III„ -. — _ �.I 2)#5 CONT. -- 1-STORY m ..IIII :: III Illi FOR IEE/ E. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING & III^ I I I #5 CONT. FOR — - REINFORCEMENT C SHALL BE DONE IN ACCORDANCE / Q & APPLICATION OF ACI 301 84 ( ), SPECIFICATIONS FOR I SIIN W THE REQ, - 85 J - -- 2--STORY TYP. FOUNDATION =I J i I.r I I i == - 1 STORY} I �J I I i•_� STRUCTURAL CONCRETE C I) 11 20" 1 L • II F. PORTLAND CEMENT SHALL BE TYPE 1 OR I1 - ASTM C150. CEMENT SHALL BE BLENDED AS PER ASTM C595, TYPE IP. 48. 2 51ORY IIII_ -i H. •G. A�MA75� CONFORMING SI TO COMPLY A184,TO ASTMGGREGATR SHALL COMPLY I/ASTM C33 OR ASIW A185OR A497, I" IIII—••.. — — I --- BEARING FOI.JND. AT S.G.D. FOUND. AT S.G.D. ------- '� ---__ � E2),IN.TIRIORg S T E M W A L L ST E P DOWN wooD: f A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: (Y) 2 x RAFTI�RRS/BEAMS/JOISTS #2 SYP 19% M.C. HOLD HDR, BILK, 4" CONC SLAB W/ 6X6X1O/1O WWF I-JOISTS PROVIDED BY TRUSJOIST, OR EQUIVALENT. J U°JTSIDE OVER 6 MIL VAPOR BARRIER OVER ENGINEERED BEAMS PROVIDED BY TRUSJOIST, OR EQUIVALENT. 1 U MARBLE SILL CLEAN, WELL COMPACTED, TERMITE TREATED FILL PLATES ;�2 5YP 19% M.C. STUDS J2 SPF 19% M.C. - TYP. - UNLESS NOTED OTHERWISE 1-112" TYP. SLAB 5" MAY STUD GRADE SPF 19% M.C. (2x4 UP TO 8'-1 1/8', i-STORY RESIDENCE ONLY EXCEPT PARTIALLY ENCLOSED STRUCTURES) OVER 6 MIL VAPOR BARRIER 0 WWF - � (SEE FOUND ION TIL TOOL V AND DEEPLWHIILETCONC EITET B. = E COMMON UNLESS NOTED OTHERWISE, 4 CONIC SLAB W/ 6X6X1Cf1 / OVER -..._ PLAN) - IS WORKABLE d = 0132 x 5 TYP CLEAN, W LL COMPACTED, TREATED FILL T �I I I m.._ �`. I-- 12d = 0.148 3.25" �d 1 —• ,.... C. . II lOd = 0.148x 3' I i I 1111 I..___ a III ::IIII .� all ..�� x _11) i IIIL-lllllllja _ I z J - _ 8d = 0.131x2.5" TYP FOOTING - 5EE 1 ST2 _ OPTIONS T'0 USING COMMON NAILS ARE AS FOLLOWS: . FjG SIZE/REINFORCEMENT — 12d=10d-0131"x3" GUN NAILS i I, 8d=0.099"x2 1/4" SCREW/GLUE SHANK GUN NAILS (PROVIDE THAT THE o/o SPACING IS REDUCED BY 1/3. I.E.: 8d • 8"/12"0.C. �� T Y'P. FOUNDATION - BECOMES .0999"x2 1/4" 04"/8"O.C..) C. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL NAILING OF SCREWING SHALL BE AS INDICATED IN THE CURRENT FISC, ASCE 7-98, MIN. &/OR 1997 NDS REFERENCED ABOVE. ALL SHEATHING MUST BE NAILED OR SCREWED & ADHESIVES SHALL NOT HE USED IN PLACE OF lIII�IIII—IIII--- III II 1 `,� SUNKEN SHOWER DETAI NAILING. C 0 N T R O L JOINT D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. ALTERNATE CONNECTORS W/EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY HE B O U N D, AT DOOR SILL FOUND. AT DOOR SILL USED IN IJEI1 OF SPECIFIED COMPONENTS. �� -•-• --- - E. ALL M. MLIS TO BE SHEATHED W/MIN. 7/18" O.S.B. W/8d • 3' O.C. ALONG PANEL EDGES, B' O.C. IN HELD (8' W/PARTIALLY ENCLOSED STRUCTURES), EXCEPT AS NOTED ON STI PIAN. C 1 F. ENGINEERED COMPONENTS (TRUSSES, I-JOIST', ETC.) SHALL BE INSTALLED PER MANUFACTURERS SPEC. & DIRECTIONS. STANDARD FOUNDATION DETAILS G. ALL, PERMANENT BRACING OF TRUSSES W/CONTINUOUS LATERAL BRACES SHALL BE DIAGONALLY BRACED PER HIB-91 SPACED NOT MORE THAN 16' O.C. & NOT MORE THAN 4' FROM END OF CONTINUOUS LATERAL, BRACE. H. ALL WOOD EXPOSED TO CONCRETE, SOI, &/OR WEATHER SHALL BE PRESSURE TREATED. (1)#4 x 2'-0" ER 8'•x8" CHAS rd STEEL: CONC. E3L K STEM A. DETAIL, FABRICATE, & ERECT STEEL ACCORDING TO AISC �--I SLOPE II I1 WALL. FOUNDATION p l� (� (� "SPEC. FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS', 9th ED, 7- GROUT SOLID GRACIE r�I_ IJ , ,1"I ^lr r 7T �I• FOUIv DA TION NOTE: I, � EXTERIORSHEATHINFLUSH WITH THE F TEF�I[]f2 B. STRUCTURAL STEEL SHALL$E: FG.,I EXTERIOR WALLS HAVE THE EXTERIOR AROUND PIPE ��- FI2OMR❑UT INTERIOR ALL I D1F1E EXCEPT AS BELOW ASPM A38 ,,, 'OUT SOLID NSIIJNS ASA 3, 0 E E OR S. GR B — "' `17 WOOD VERT'. CONSTRUCTION SHOWN - r T, .I 1�� AROUND PIPE ER EDGES PIPE . CLEOID CUMPACiEt7 ) 1I • )� TUBE A5 0 ' SAND F!LL I I II 3/4' (NIIM,) STUCCO ❑'DER LATH & PAPER C ALL BOLTS SHALL BE A307 UNLESS NOTED OTHERWISE. 3" MIN DEEPEN ! , , ,r , L,...- T'YP. FOOTING - SEE 1/ST2 ATOP FOUNDATION DETAILS FOR 1/4' GAP BETWEEN SHEATHING & C❑NCRETE D. A1J, 11E1DIIIG SHALL BE BY A CERTIFIED WELDER FOOTING CHASE - TYP. FOUNDATION —; , FOR SIZE/REINFORCEMENT E. DEFORMED BARS SHALL COMPLY TO THE REQ. OF ASTM AM, A616 OR ABIT LOCATION AS REO'D TU r_ " '—T CLARITY, WOOD CMU ICT OR PROVIDE DEPTH. { (i I III`:� I ':i ' 1 � � ... r, STRUCTURAL sTucL❑ sTUP MASONRY ��UTILITY LFA A SE U TI L1 T CH ASE O I BIER STRUC� I URAL VERT. I CK CK LIGHT COAT MASONRY 'DRESSING" TO FILL A. CONCRETE BLACK SHALL HAVE A MIN. COMPRESSIVE STRENGTH, f'm OF 1,500 PSI, MASONRY SHALL BE LAID UP USING TYPE S (5 BLOCK VOIDS AND/I7R HLINEYCOMBS .__._._.._.._..-...............__......._.___.-� -- - ------ ---- ---- r 7 A •I 7 �� MORTAR ONLY. ANY MASONRY IN CONTACT W/EARTH SHALL BE FULLY GROUTED, GROUT SHALL HAVE A MIN, COMPRESSIVE STRENGTH CONSTRUCTION AC,C.Ea P BLE — SE OF 3,000 PSI, r STI r r v i r v B. ALL CONCRETE MASONRY OPERATIONS, SHALL, BE DONE IN ACCORDANCE W/THE PROVISIONS OF THE LATEST APPLICABLE ;;�,\ I 1 FOR P E C.I I C, C. LAPALLRECOMMENDATIONS REINFORCING AA IMANUAL MIN OF 25F STANDARD PRACTICE. a, ";f• J% D E 1J STUCCO DETAIL D. PROVIDE HORIZON. JOINT REINFORCING • 16' O.C. VERT. REINFORCING WERE SHALL CONFORM TO ASTM A82 & ASTM A167 TYPE 304. MONOLITHIC FOUNDATION DETAILS ST WALL FOUNDATION ILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INIERCHANGEABLE WITH THE STUCCO ADDENDUM " �°� ' �' STEM WALLS FOUNDATION DETAILS, MONOLITHIC FOUNDATION DETAILS '� W F" c,: L V AIR SPACE r � •� y *F SWING MUST PASS THROUGH �" BRIO VENEER 2 A LEVEL BELOW F ��r,a� •�t ,.,•r••'Q� . EXTEND F'LA' 1NG BELOW SINGLE PLATE TAIL UR PLASTIC--_ 11� x C]LY) FLASWING B Y' f i r � '1`J L1 , WEEP' H❑L 2 48' O/C /� % C::)C::::'i `a E 1) 3'1": a GRADE . �.-/1, _ A`� �f l(�'v`u'N � FILL VCI1D BETWEEN BF VENEER & FOUNDATIU. L� r� :; WALL DATE: FOOTING/10 LIN SIDE ROM C..•' .LD (✓� ' V)06 , GROUT, FILL SOL F LD S DE DF ' FLASHING c� :� �� BRICK DETAIL. "0[3 �'J�� 14 ---- BRICK ADDENDUM L -ra �1rtr! !!'+lt'? In �'\rl�nr�'1 , i'1 t .cFr �; ' > �` 1 �� '+ rrr� � � #=4:�i1 ''� �'1� � / � � Call, �*� At I" P',_ �I� W GENERAL NOTES: ATL HEADER SPANS FOR EXTEROR BEARING WALLSNCTE: INCREASE ONE HEADER SIZE FOR IST STORY OF 2 STORY BLDG 1. CONSTRUCTION OF WAREHOUSE ADDITION ® BEACH. r FLOOR JOISTS (MAXIMUM HEADER SPANS FOR SOUTHERN PINE & =° REQUIRED NUMBER OF JACK SUDS) HEADER SCHEDULE #2 SOUTHERN PINE SPAN TABLE 2 NOTE: THIS TABLE WILL GOVERN IF A HEADER IS NOT 2. DESIGN METHOD USED MEET MIN, LOADING REQ. 40 PSF LIVE LOAD, 10 PSF DEAD LOAD BUILDING WIDTH (FT) (ALL DIMENSIONAL HEADERS SHALL BE #2 SYP (G=0.55) STATED ON THE FOUNDATION AND TIE-DOWN PAGE PER '04 FBC & WIND LOAD PER ASCE 7-02. AND 360 DEFLECTION - ALL ROOMS EXCEPT SLEEPING & 20 28 36 HDR # LENGTH MIN. HEADER SIZE HDR # LENGTH MIN. HEADER SIZE 3, 'TYPE OF CONS'T'RUCTION, '04 FBC -- 'TABLE 600: VI, ATTIC FLOORS - 30 PSF LIVE LOAD (2) 2X6 W/ 1/2" PLYWD BETWN 12 W/ 1/2" PLYWD BETWN UNPROTECTED. HEADER SUPPORTING, SIZE PAN NJ SPAN NJ SPAN NJ 2'-6" 01 - 61 2'_12" 10' - 12' (2) 2X SIZE SPACING SPAN (TOTAL D.L. PLUS L.L. <=340pif)* (TOTAL D.L. PLUS L.L. 274plo* R(J(JF, CEILING 2-2x4 3-6 1 3-2 1 2-10 1 (inches) (in. o.c.) (ft.-in.) 2'-61' 01 - 71 (2) 2X6 W/ 1/2" PLYWD BETWN SYS42 12' - 16' SYSTEM-42 BY TRUSS MFG 4. STRUCTURAL/BUILDING "TYPE PER '04 FBC 1606. 1.5: (TOTAL D.L. PLUS L.L. <=340pif)* (TOTAL D.L. PLUS L.L. <=200pif)* PARTIALLY ENCLOSED BUILDING 12 10-9 2-2x6 5-5 1 4-8 1 4-2 1 (2) 2X8 W/ 1/2" PLYWD BETWN LVL 12' - 16' (2) 1-3/4 X 16" LVL * r 2 X 6 16 9-9 2'-8" 61 - 81 (TOTAL D.L. PLUS L.L. 318pif) (TOTAL D.L. PLUS L.L. 1200pif, L.L. �= 1112pif) 5 BASIC WIND SPEED: 120 MPH 24 8-6 2-2x8 6-10 1 5-11 2 5-4 2 v 2'-10" 8' _ 1 p' (2) 2X10 W/ 1/2" PLYWD BETWN r..�... 12 14-2 2-2x10 8-5 2 7-3 2 6-6 2 (TOTAL D.L. PLUS L.L. <=288pif)* ' 2 x 8 16 12-10 2-2x12 9-9 2 8-5 2 7-6 2 NOTE: SEE ST1 FOR HEADER TIE DOWN REQUIREMENTS 0. WIND EXPOSURE: -'� 24 11-0 4-2x8 9-2 1 8-4 1 7-6 1 VALUES FROM SOUTHERN PINE COUNCIL DESIGN TABLE 1 (1994 EDITION) "7. STRUCTURE/BUILDING CAT. : II 12 18-0 ** SUPPORTING JACK TRUSSES ONLY 2 x 10 16 16-1 4-2x10 11-8 1 10-6 1 9-5 2 ..�L.. 24 13-1 4-2x12 14-1 1 12-2 2 10-11 2 8. OCCUPANCY 'T'YPE PER '04 FBC - CH. 3: R-3I:,...I C ,``' 12 21-9 p Er 2 x 12 16 18-10 0. WIND IMPORTANCE FACTOR: 1 L24 15-5 1'1 '1 Y ,r 7 , .,� .., Cy ... ..9 7 r Y r, � ,.....,L...y Lr ) tY...., 10. WOOD 'FIE SYSTEM SHALL BE SIMPSON S PRONG- I IE �� CONNECTORS, r 7 r� UNNLC IURS' OR ]EQUAL. WIND LOAD DESIGN PRESSURE SCHEDULE HURRICANE CLADDING SCHEDULE u GENERAL N 1TES: COMPENENTS & CLADDING 11. NAILING PA'T'TERN FOR ROOF & WALLS SHALL BE 4" O.C. ON EDGE & 6" 0,C. IN FIELD, SLE S-1 & S-2. ;yam W ZONE CONNECTION TYP, NAILING m 7 ) DESIGN & CONSTRUCTI❑N SHALL BE IN ZONE COMPONENT DESIGN PRESSURE (PSE) UPLIFT 12. THE ROOF ASSEMBLIES COMPLIANCE W/WIND ACCORDANCE W/'01 FBC P❑S, C+) NEG, C-) r , r, , , 1 LSTA36 24-106 CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED BY THE ENGINEER OF RECORD, AS SUBMITTED �'� YF' � X: i LOAD (PSF) DEAD LDAD LIVE LOAD 1 CENTER OF ROOF 26,23 -41,65 1,670 2 H10 TO TRUSS 2-106x1 1/2 ON ENDS y TO CMU 6 1/4x2 1/4 TITIrN W/CONST. DOC. FLOORS 2 ROOF OVERHANG 26,23 -54.00 2,160 H6 TO TRUSS 5-10dxl 1/2 TO PLATES 5-106x1 1/2 ......... ......... ...... ..... .... CARPET OR WOOD 15 PSF 30 PSF HIOR TO TRUSS 6-106 TILE 20 PSF 3 CORNER OF ROOF 2623 -54,00 2,160 TO PLATES 6-106 ROOF 15 PSF 30 PSF 4 CENTER OF WALL 38,57 -41.65 530 3 H6 TO TRUSS 5-106x1 1/2 ;' o TO PLATE 5-1❑xl 1/2 H10R TO TRUSS 6-106 DEFLECTI❑N CRITERIA 20 PSF T❑ PLATES 6-10 5 CORNER OF WALLS 38.57 -41,65 530 6 CARPET OR W❑❑D= L/480 LL ...'y ::D L/480 DL L/480 LL 4 SPH6 SPH4 TO STUD 12-106x1 1/2 li,nl I TILE= 5 SPH6 SPH4 TO STUD 12-106x1 1/2 a (17 L/600 DL hf-' ROOF (TRUSS)- REEF RIDGE BEAM SIZE LIVE LOAD= TC 20 PSF L/360 DL BEAM SPAN U� BC 10 PSF L25 SIZE (FT) DURATION FACTOR TC 7 PSF TC 7 PSF 2x8 0 - 8.8 � 8x10 8,9 - 11.0 "= ' BC 5 PSF 8x12 11.1 - 13,8 ROOF (CONY FRAME)- 20 PSF RAFTER LOAD= � (2) 2x8 8,8 - 17.6 10 PSF DL (8) 2x10 11,0 - 22,0 DURATION FACTOR 1,25 (2) 2x12 17,6 - 26A CEILING LOAD= 20 PSF- LL r� CONVENTIONAL FRAME REEF AREAS SHINGLE ROOFS SPAN TABLES FOR ND. 2 SYP RAFTERS - NO CEILING LOAD - 30 PSF LL, 15 PSF DL SIZE 121101C, 16"El.C, 24"❑,C 2x6 13'-10" 11'-11" 9'-9" 2x8 18'-2" 15'-9" 12'-10" �- 2x10 23'-3" 20'-1" 16'-5" 1 2x12 28'-3" 24'-5" 20'-0" �. SPAN TABLES FOR NO 2 SYP RAFTER - N❑ �5• ,.. . •,•3 +,�' JOISTS W/DRYWALL CEILING - 30 PSF LL, 15 PSF .tu v � • 1 24"O,C SIZE 12 D.C. 6 ❑.C. 2x8 18'-2" 15 _9„ 12'-10" `off. ` �.•• ` r-#a,1!�ar• •�4 y 2x10 23,_3„ 2Q,_1„ 16,_5„ )y,'•-' ' •w•�,P �'�� 2x12 28'--3" 24,--5„ 20,--0„ - � A Cl �r�71{✓ CALE: AS 10'NN DA F E R 0-3, 2C.)(.)f: CO''jNTER FLASHING NOTES r MALL (ptirrie riasanry surfaces) SEALANT VERAL LEA° FLASHING (4 Ib„ roll Into pipe 1•) CLAMP O i J (torch to prepared ^'urfece c avid fasten p o,d SEALANT WATERTIGHT dhRELLA SEALANT FARADIENE 3U PARADIENE 30 (set In s an PARADIENE 30 \ A S T E STACK: (fully adhere, prrep granule surfaces) (fully adhlere) (fully adH,Ere�7 (frlRADly ILNE 20 (fully 20 �lY°�an�r�° 1, PA-1021 PLASTIC CEMENT & PA-1125 PRIMER ARE FA cADIEN o . , LEAD FLANGE (prime yet In rnastic METAL FLANGE R Q U I R E D WHERE MASTIC & PRIMER A R E (dry a cont, fully adhere to roof sur9eces) PARADIENE 20 prltie, set in nos+ , and fasten) - ,,.�.:I,, (fully adhere) PARADIENE 20 IN I C A T E D r (fully oLJH,er . _._._ :: !•_ �.... _ _ AME: 2 S ME AS 1, RIGID ROOF INS TION ILIO ROOF iN5 AT1ON :GID ROOF INSULATION .......... METAL DECK M L DECK 3, AL METAL FLASHINGS MUST BE FULLY PSE .L DECK FLANC D & SOLDERED, m' PAR F ET W A Lw �— _ 4, AL ETAL COMPCINENTS SHOULD BE S LEI N, T S W A , E- TACK C T P M E f�J T F IR A M E FABRICA ED ACCORDING T❑ THE CURRENT c" ALE: N,T,S, SCALE: N,T S REC❑MME DATIONS OF TE NRCA & SMACNA L,r,.) t LI) 5. DISSIMI AR METAL TYPES SUBJECT TO ELEC TR❑LYTIC REACTION SHOULD BE PHYS- 'ALLY ... .... .. SEPARATED, L....J u PARAPET WAS L: c . ' I N `� T A �— i....... A I CI N lvl E T F...1 C D B — .� ) 6, PREPARE G AIULE SURFACES UNDER ERAL _ b FLASHING BY TORCHING ❑R PRIMING W/ A-1125 c; IL WEA TFIER RESI TIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLA TION � _ FLASHING APPLIED BEHIND THE MOUNTING _._ cep METAL p (taufunoro w/ nsaprnrie wasters, PRIMER ( ) -I: FLANGE, Ih pp } _ J 1 r ranien a rax. 18'o.c. f„ 1 F P ,F: PARADIENE zo (fasten to woodsurface)surracG) 7, ALL METAL C M P❑V E N T S SHOULD r , " l �j ) O I N WATER SHEDDING E A S H I E N, SECTION A Uo � to pn �d fay sur,�Ln�Bc fasten 9 o.c.) U L IJ L �.) � 1 STARTING G THE BASE [IF , vEr�aL(torch and iantnng' �nnote J4 ow) FABRICATED ACC RDING 'TO THE CUR ENT l L1' c ? 'THE %' ALL & WORKING TOWARD THROUGH WINDOW JAMB PARADIENE 30 THE TOP, INSTALL T H I E W R B I (furry adhere, prepare granule surface RECOMMENDATIONS, ❑F THE NRCA & � M A C N A, I.O .T.H-3 E FACE OF THE PAII odh re) 1.., a I SHEATHING, `� --PARA : NE 20 8, THE WOOD NAIL R @ THE WALL DECK APPLY SILL FLASHING ,, (dry on cant, y adhere to rani surfdcee) . ..... ..... TRANSITION IS INT - NDED FOR USE W/WOOD CANTS, 7 1 'lam ! S er III ii Illi,. � N (� APPLY JAMB FLASHING _^w.W ,_ _ & CAN BE DELETED WHEN CANTS F APPROVED APPLY BEAD OF SEALANT INSULATING MATERIA S ARE USE AROUND THE PERIMETER OF J l r� eocF lel uLATOv 9, DISSIMILAR METAL HYPES SU JECT T❑ � THE BACK SIDE (INTERIOR -- — �U�F ACE) GF' WZNLQ�l �. — _ - - r�fJUNTING FLANGE, I -------- ` .. ELECTRELY TIC REACTI N SHDU D BE PHYSICALLY � PMFDIATELY INSTALL `,, INDOW METAL uFCK USING PAN HEAD SCRE',�/S TO WRI3 r SEPARATED, : �-7 FACILITATE INSPECTION, _ I - 1 FLASHING N N PARAPET WALL L....a o HIGH PARAPET WALL: C) APPLY LEAD OF SEALANT SEALANT BEAD BETWEEN AF T F._R INS TTALLA TIEN -� ACROSS THE FACE OF MOUNTING FLANGE AND r SCALE: N.'T.SI 10. PREPARE GRANULE SI SFA 'ES UNDER VERAL SEAL ALL CORNERS [7F I�;CIIwNTING FLANGE 2 HEAD FLASHING' MECHANICALLY JOINED FLASHING BY TORCHING O RIMING W/PA-112 �� FRAMES TO SEAL FRAME ' APPLY HEAD FLASHING APPLY A , � NOM. DIA, SEAM JUNCTURE, PRIMER — PRIME ALL METS SURFACES W/PA--1125 �) LEAD OF SEALANT TO THE --- REMOVE PREVIOUSLY APPLIED BACKSIDE (INTERIOR) OF THE PRIMER �� MOUNTING FLANGE AROUND COUNTER FLASHING TAPE, ALLOWING WRB T❑ LAY THE ENTIRE PERIMETER, (fasteners w/neoprene washers, FLAT OVER HEAD FLASHING, fasten approx. 18" o.C.) 11. PA-1021 PLASTIC CEMENT & PA-1125 PRIMER APPLY NEW SHEATHING TAPE PLACE LEAD IN LINE WITH ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS VERAL ARE REQUIRED WHERE M STI & PRIMER ARE OVER DIAGONAL CUT - WEE OR SLOTS. �;f 1° BEYOND JAMB FLASHING f:m � (torch to prepared su ces DIAGRAM, and fasten a. . INDICATED, _ PARADIENE 3( (fully adhe prepare granule surfaces) HEAD FLASHING ' �' -- PARA NE 2a 12, SAME AS 9. `' — APPLY A CONT, SEAL ALONG p ( to woad surface, fully adhere to SECURE WRB r , uy �— r ..,k p cant and roof surface areas) 1 MOUNTING FLANGE C� THiE @ HEADS / HEAD, FLASHING GOES rev❑R PARADIENE 20 13, FASTENING OF AL MINUM & TAINLESS STEEL Fy r MOUNTING FLANGE EMBED : `•, (dry an cant, fully adhere to roof surfaces) f ' .. µ 130TTOM OF HEAD FLASHING � VERAL IS OPTIONAL C VERTICAL FLASHING ti f a mq AGAINST S E AL APJT (FLASHING I� .. .. , m��.. ,�..I..:: I�� W-.,.,I,:,....IIIII HEIGHTS OF 3 — 12 '. F�A S T ENING ❑F C❑PPER K ; GOES OVER SEALANT,. �! EXTEND HEAD FLASHING r VERAL IS REQUIRE T IN ALL CAS . ,.•f' .-F 13EY❑PJD EA, JAMB FLASHING FASTEN IN PLACE HVAC UNIT CURB: I% 14. PREPARE GRA LE SURFACES U ER VERAL n g; I r �% RIGID ROOF INSULATION METAL DECK FLASHING BY TO CHING OR PRIMING W/PA-1125 f,.• % PRIMER, Y .-� f' A A C U N T T CURB 15, 'THE CUR$ NIT, COMPONENTS, & I STALLATI❑N ...... = � '" GUIDELINES AP SUPPLIED BY THE CU f B EXTEND JAMB FLASHING f SCALE NTS TO OVERLAP SILL MANUFACTURE JAMBFLASHING F3 LAS[iING, EXTEND ABOVE ROUGH r,�u � 16, SAME AS 9. OPENING 2 HEAD, w+` SEALANT APPLY TAPE CORNERS TO PARADENEA30 DRAIN: 'TEMPORARILY HOLD 0 (fully adhere) ` FL.-.ASHING IN PLACE I PfFAcdhee?G 17. SAME A 11. UNTIL. rIRB IS APPLTED ;, ...,.-M —SILL FLASHING.. (fully ; A„ METAL EDGE (prune, set in mastic � C fosten 3" o,c, staggered) PAP,ADiENE 20 18. THE D AIN, COMPONENTS, & INSTALLATIC.N SHIM ADJUST WINDOW TO ACHIEVE SDUARE, —� f (fully adhere} \� •��, • GUIDELIN S ARE SUPPLIED BY THE DRAIN � � -s C". PLUMB, & LEVEL CONDITION, USE CORROSIiGN t. - fist:• �� I 11 CJ RESISTANT FASTENERS, FASTEN WINDOWS PER "" MANUFA URERr �- U :y� WINDOW MANUFACTURER FASTENER SPECZFICATI❑NS. f�i.-. F-.F S>1._, T A N : ROOF DGE ;v 19. S A E A S 11.Cd F ''- "'p ' :1 L A 45 DEGREE ANGLE, CAREFULLY CUT THE ' , ��.. ¢�• �� •1 .., RIGID RODE INSULATION BARRIER TIN A DIAGONAL, GENTLY RAISE THE CURB' C...`fl A4AiCv ``'' 'TOP EDGE OF THE BARRIER UP & TAPE THE METAL DECK F" >J TOP CORNERS & CENTER TO THE EXTERIOR 1�I 20, AME AS 11, ry f CONTINUOUS CLEAT r ,) c� WRB SURFACE ABOVE FOR METAL EDGE r � 7I ..�� ., . A C T F E R I ER V I E d 21, THE CARPENTRY & METAL WORK SHOWN DEPIC .. TEP LEFT CERNER OF 'dIND0W SH P & JOBSITE FABRICATION: THESE l:1 °�I._E: ❑ � C P . NETRATION & FLASHING COMPENENTS SHOULD BE ,°I .. `::;F OVVN R Ll C. NSTRUCTED ACCORDING TO THE CURRET DATE: SCALE: TS I ECOMMENDATIONS OF THE NRCA & SMACNA, F`=H 03, 2C')06 :J,(3 E? N c"�). I WINDOW FLASHING DETAIL SOLE: NTS 22, SAME AS 9. r_ T r ..ti,r .► •�.4z ter.•n.—ri .� pl_n 1�... r,\.(.�..�j�P "\,.. •+ ...�..r �.. • .r. •...r. w .—r......�.rr _�� .r..... r w�.. �.� —„ • ...r. •. a r i r •• + i r.r• . •. • .w . SM. rR3 .r r.' lnnn lmpnt L C d N X ,N 515 -0 ----14, —14' l 4 0 - I 14 - 0 14I — W T z N UNSPRINKLERED 2 d SPRINKLER RISER ATTIC U (SEE DETAIL) d IIP 1 x 1Q—D LIVING/ !�'_EH� i �� LIVING RffLIM BEDRNUH r in LIVING RUHM LF) LAVING RHHM � BEDPHUM LATE ALL PIPE w/ B� �)R❑-(��i BF DRUM 1" I HVAC AC 1 TTEN INSULATION �i 3 0 • - • o o • lo o f � 1 I III 11 ,. 1 1 „ t 1 „ l „ Ll 2 - 2 Q -� a' n 6 9- 6 9 - 9 - 6, � 1 ., I 6,_9 6 9 6 �- - � S00 _ L ' 2' X 4' HEATED CABINET +1ff EOR SPRINKLER RISER " " " CLG. FAN SPRINKLER MAIN CLG. FAN t t I 1 1 � • FLOW SWITCH - - 0SPRINKLER HEAD 0 434-3 I -3 o �� HVa I6BEDROOM CLOSET CORRIDOR CLOGBEDROOM BACKFLOWPREVENTER 1�' SINGLE INLET F.D.C. 31' S, 3�,. � � 3'-3' „ 31- A-) 1Y' GATE VALVE w/ T,S, - 2 2 1 — n v I p KITCHEN KI i CHEN 1 � � [ v, � " KITCHEN KITEHE�I L w -- - of _ ED _ _j 0 —6� _I TL11'11 BATHROOM o �� , 3A HR❑❑ NaTH EI BATHR❑❑M I - ti a .� a BATHRuU 1 SECTION "FAo4ATT 6' �J, T__ -1 - - f rI 0 OSCAL - . 114" " II 6 O O -FU o o o o ° o ° 3ATHR0L1f BATHR❑UN1 i BATHR❑❑ 1 BATHR❑❑M BATHR❑❑M c� NI • c� Y' � v, E tLLJ vl 6 - I _, � � � � -6 I F,� - n 1 _-J , I „ !KITCHEN KITCHEN 1 C 1_31' KITCHEN J KITCHEN �- I�l �J ! 32 3 -32 L 1 32 31-3 2 X 4 HEATED CABINS I r � €_ � _ � -- N EHR SPRINKLER RISER _ „ L --6 s 3 o C=) 8 6 8 0 0 6 8 LATE ALL PIPE ViiN j o �- oASk 1�2 FLEW SWITCH -3 1. -3 I �-3 +, t 4-3 1 LJ ATTEN INSUHTIUN � „ _ a I N 0 6 - � 6 o I 1Y2" GATE VALVE w/ T.S. o BEDRU❑�1 `}, -� DEP R❑EM c 00 BEDR❑❑1" BEDS❑Uti1 Ln Ln LO IY21' BACKE❑W PREVENTER LIMING RPH7 i LIVING RDI],ti1 ❑VI1VG RPUM LIVING RUIV I u 11�" SINGLE FRC, xp IY2" GATE VALVE w/ T,S W N Z PIPING INSULATION RISER DETAILPLAIN nts SCALE: 1/4 = f,_011 "' TIAL ' 1 1 4, ''t I ' • t SCALE 3116'=1'-D` O tSi•". s4M1 "'�' 1� • +ss :,: : ►' `•ate ' `1-, : u- i ••E3� a�. Off, MIN_ 5/8" MIN. 1-1/4" DEPTH FS 601 DEPTH F5 601 FIRESTOP SEALANT FIRESTOP SEALANT TEST N -E 1—HR. FIRE RATED �� 2—HR. FIRE RATED �- KEY PLAN �10 __j GYPSUM WALL ASSEMBLY GYPSUM WALL ASSEMBLY nts 1400 CD CC) 3M BRAND FIRE BARRIER OR 3M BRAND FIRE BARRIER OR HILTI FIRESTOP SYSTEMA HILTI RRESTOP SYSTEM UL SYSTEM NO. WL1053 UL SYSTEM NO. WL1054 F RATING = 1 HOUR F RATING - 2 HOURS FLOW TEST 1 HOUR EIRE RATED PIPE 2 HOUR EIRE RATED PIPE STATIC 49 PSI PENETRATION DETAIL PENETRATION DETAIL RESIDUAL 24 PSI FLOW 955 GPM PITOT 8 PSI DATE 7 / 27/2004 TIME 1 :30 PM x BY J EA - G. PATE ti2o N�l 20 PSI @ 1028 GPM �- CENERAL N L L;0 ) SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NEPA 13R (1999 EDITION). SPRINKLERS MAY BE OMITTED FROM THE FOLLOWING: ALL PIPE AND FITTINGS TO BE SCH. 40 CPVC UNO. 1 )BATHROOMS WHERE THE AREA DOES NOT EXCEED 55 SQ. FT. AND THE WALLS AND CEILINGS, INCLUDING BEHIND FIXTURES, ARE OF NONCOMBUSTIBLE OR LIMI TED COMBUSTIBLE MATERIALS PROVIDING A 15 MINUTE ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECCOMENDATIONS. THERMAL BARRIER. ALL PENETRATIONS TO BE SEALED WITH "HILTI" FIRE CAULK IN ACCORDANCE 2)CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WITHIN THE DWELLING UNITS WHERE THE AREA OF THE WITH DETAILS PROVIDED. SPACE DOES NOT EXCEED 24 SQ. FT. AND THE LEAST DIMENSION DOES NOT EXCEED 3 FT AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS DEFINED BY NEPA 220' ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING. 3)ANY PORCHES, BALCONIES, CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. MAX SPACING OF SPRINKLERS TO BE 16' x 16' FOR VIKING FREEDOM RESIDENTIAL SPRINKLERS. 4}ATTICS, PENTHOUSE EQUIPMENT ROOMS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER ALL UNDERGROUND PIPING TO BE INSTALL BY OTHERS. TRIPLE S FIRE TO START AT 1 '-0" AFF. CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. ALL WIRING OF DEVICES BY OTHERS. MAINTENANCE OF THE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE OWNER. '►z' E C% c 1 0 CITY OF ATLANTIC G2AC4 � ' ' ' N SPARE SPRINKLERS OF EACH TYPE SHALL BE PROVIDED PER NEPA 13R. UNDERGROUND GATE VALVE AND ROADWAY BOX AT THE P.O.S. TO BE BY OTHERS iI.AR 09 2005 Awa JnCk%)nvillet i4irn Ponvention cI' . SITE P LA1 V Bu. 0 ` `°� nts - for reference only �, Z.,10EXCEPTIONS � N TRIPLE S t,IvE PRO INC 729 14 C ❑ ti1MUNWEALTH AVF �uc�Is�larls As NOTED JOCKS ❑ NVIEEE, ECR2 320 904 23 6021. DATE BY REVISIONS SPRINKLER SYMBOL DESCRIP I IDN P R E]J E c T Date 1-9-05 SYMBOL SIZEMAKE MODELFINISH STYLE TEMP K-FACTOR TOTAL LEEIVARD MANOR 0 Scale. ®O 1I2VikingSIN VIS 430 Chrome Recessed 155 QR 4.3 146 Shawn� � c � Drawing No. 0 112" Viking SIN VK 430 Chrome REC. 16' x 16' 155°QiR 4.3 23 FLEET LANDING I IF LEL I L G BLVD. Job No. —177 I IC BEACH, FLLII IA Drawn By K.Y. DESCRIP T ION Checked By PARTIAL PIPING PLAN AND DETAILS Sheet No. TUTAL SPRINKLERS REQUIRED ON THIS CUNTRACT I6S FP I OF 2 I I , „ , �. . .._ , -�„ l�,- 2..—., _. 14' 3" - - - —1 �, ,.,_ 14, -I -- - 141_01 , - 1�,-0 - ; 4 - 0 1 - 14 0 - - - --14 0 1 1 - - -_14`0' - I F d F MNG R❑❑M LIVING ROO �i� BET�R❑❑til rn LIVING RQOM LI ING _RSM �'' BEDR0NM � ' LIVI-NG RUHN RE DRO❑M BEDR❑❑N1 - M----- - - - - BEDR❑❑N1 - - - -- i - - !,_ � �r_92,r 6,_92 , � �b,_-,., - L � 6. � I ��=t If� 00 � _ _ � 1 _ — o - I 4-3 a Q a 4 3 4-3 a o 0 3-5'� -3 o ,. 6,_82„ � 8'_32. �Nj ATH R O I�N1 a KITCHEN KITCHEN 1' cV KIT_CHEN KIm � a LUNGE � KITC' 1EN1 �- — -- _ ! u �l ! 1 a V �1 a I — + -� E=1 o' D L EL �� 1 KEY PLAN BATHR❑O"1 �� 1,D � � � - �� ti BATHR❑❑ti1 �� `� � I -- �N `° - __4 , . k BATITRH0M i -� BATHROC1 BA a - $- - a a- a nts D i C� a o i ri o (y) o O ( ) O , — I ILL_ J - - - - - - - - - - - - - - - J�] I I I I I I I I I ! o • o I o o 0 0 + o + o o o 0 0 o o • o o f s o 1 f I u� o a E o f - I ° J --- I ° - o C RRI ❑RCC ti. _� T - -� l BATHR❑❑P BA RATHR❑❑ 1 `� BA ❑R110, 1 BATHR011M NU S` - ! w s o , ail I -i� • � tr,_ J 1 ' Uo _�., s + U�' „ -6 KITCHEN KITCHEN „ -6 KITCHENf _ 'CiSHE�I L�32 33 32 JANiITQR a 10 0 IN o 3 32. - - -- - ! T ]-� - a o �A D 0 0 0 `� o , . T �4 5 -- 4 41 ti l� 4-3 - � -3 �� _�-- 1 4-3 - LAUND-RY ' ' ,_ ,. 1 ,_ 1 ,r -3 � -- �_- - 1N - IN 1 ,, �U :�1 „ � m C=) 6 9�- - 61-9 -6`9p 92 6r -0 -� 1° 5-11 3 � 1 �. 0 4 F ti: ti - - NURSES + BEDR❑❑M co B`DR❑❑, 1 BEDR❑PM co co BEDROOM In Ln � �v STORAGE � ST❑RF1GE c` M LIVING ROL❑M �9ECHANICAL f 3,-10” — In �n LIVING RPHM LIVING RL❑Ot~1 LIVING RL�O, f ---- - ELECT. I cill HW 8'-0 BATHROOM o BATHR[]❑N1 1�- 8r 0„ Z m U d TI_ Nor r ' o BEDR❑❑,11 BEDR❑❑ti1 `�•. �: j'-' - T1 _ _ - _ `g . o ,' _ I F ❑wr R - o `�' E❑vER-IcvD ; ,i I I I I T � I I I I jl �r A BaTHR❑❑M — - DA I HROqN� � A ,� ,,� � ,, ,. •row Ir I , O Ir _ i 7 , 0 • (� 1� fC • e i^ "' BEDR❑❑�1 r � � BEDR❑❑M o MATCHLINE - __L - MATCHLINE f � C ITB== - � 1 -l0 1- -o -z>� 1�- - -- - ;�� -� 3'-6,. 31_6,1 3,_6rr C C REMOTE AREA #3 I MNG RHLIX KITCHEN o KITCHEN LIVING ROOH DESIGN CRITERIA r� 1 BATHR❑❑M BATHR[111 1 '_0" 10 GPM / 4 HDS. C=) G2� _I WITH -0- GPM INSIDE HOSE DEMAND I AT NODE BOR AND ', LIVING RUQti9 LIVING ROnN - KITCHEN KITCHEN WITH -0- GPM OUTSIDE HOSE DEMAND rn c AT NODE "TEST" _I 3. 6„ ' 3, 6„ -4 3, 6„ BEDR❑❑ti1 1 ` BEDR❑❑M SYSTEM DEMAND o `D A `o � �3 11� �11� 7 6 � 48.3 GPM @ 33.6 PSI � _ 1 1 � v 1 1 � CLOS. CF❑S. d 1 10 �; 11 0 1 10 o `o 1 f21 ❑YER E YER-'� 3,_6,. m i' 11 '�' REMOTE AREA #2 + o o ` �Inj ' �I(v �rcu • ° • �' - DESIGN CRITERIA FOYER FOYER 3`6 `� I . 10 GPM / 4 HDS. - c-� 9 12 13 WITH -0- GPM INSIDE HOSE DEMAND CL❑S, CL❑S. 1" 1" 1 1 1" _ 10-9 AT NODE "BOR" AND ,I 18 WITH -0- GPM OUTSIDE HOSE DEMAND S v 1" r. _ -- '- S - ,-. AT NODE TEST ICU 3 6 3 0 3 6" I f SYSTEM DEMAND --_ - a LIVING RQ❑N1 KITCHEN KITCHEN ❑VINE Ri1OM } 48.6 GPM @ 38.0 PSI o� II II - TI ][ TI BATHR❑❑Y1 BATHR❑Oti1 � �`� (�J0. J 4 f MATCHLINE °, BEDR❑❑�1 BEDR❑❑N1 MAT CHLINE 3 _ - GAT. ERIC G , -11" ==B== ° cc �EC> aNICaL ' _ RESTRQU^l REMOTE AREA #3 DESIGN CRITERIA BATHR❑❑�1 BATHR❑0�1 -- 8` 0" 10 GPM / 4 HDS. � _ cv l WITH -0 GPM INSIDE HOSE DEMAND - k I til AT NODE "BOR" AND I4 - N I REMOTE AREA #1 PARTIAL PIPING PLAN DLSIGN CRITERIA 0 4 -- °o i 10 GPM / 4 HDS. 5 I 1 WITH -0- GPM INSIDE HOSE DEMAND SCALE 3n6•=r-o• A T MODE "BOR" AND '�� ''�� INC, WITH -0- GPM OUTSIDE HOSE DEMAND �� 14PLEIRE �1�O��TI�1V AT NODE "TEST" ' L L I �{ r 1i — �F'~�TH RIN � � �-- ,� 1i � , , � 0 � � 14 C ❑ N'1f�1 ❑ � �� 1T � -� �i "� - �- - - - - _ S I STFM DEMAND . .SACC 'S [] N .�� IL- LC) L11RI � A 32220 - 49 GPM @ 38.4 PSI N DATE BY REVISIONS SPRINKLER SYMBOL DES%RIP i ION P R❑-�E(T ante 1-9-05 SYMBOL SIZE MAKE MODEL FINISH STYLE TEMP K-FACTOR TOTAL LEEWARD MANOR 0 Scale! D B � 11P" Viking SIN VK 430 Chrome ReEesse�l 155°QR 4,3 146 Shown KEY PLAN D ® 112" Viking SI`I VK 430 Chrome REC. W x 16' 155°QR 4.3 23 FLEET LANDING Drawing No. nts I ECET LANDING BLVD, Job No. ATLANTIC BEACH, FLORIDA Drawn By K.Y. DESCRIPTION1 Checked By PARTIAL PIPING PLAN AND DETAILS Sheet No, TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP 2 OF 2 i J I t s if °..1A ;505J I — — _._..__ _____ _ ___..__._________-_ -=•:=_---.—moi 14 v") , 1�1 r) 1. ., 1 . ..._.. L ; � T .I T V l`�DC3�;�E' ,i'...� / 1 ..... �_� ; s_, �.ic''� WW—', / ' , I�,.i. PT6^',O L..E 1 � f . XI T W: EXI5T �r�ll _. J�)5 FPFNCI I EXI5T F.I>I Fav TC,Fe c U 5 E-. EXIST H 0 ;j k , 1 ! , , ! iO�TES= ALL � LECT�;;��,�A _ WIRING TO BF ''IN AGS ORDANGL" '.VI T II "qq NEC,. i'ROVIT)E A,:�G--FAULT Crf�. "IJIT INTEI,:PUl T ER� IN 4. ALL. BEDROOa-1 -� PER ARTICLE 210-�12. �` � F � � I iA a 1 k I C)I �. _._. I .- 1 JNro i-,�) _I-.1 TRu�, I c O r�IT l ;wDIATEL ". ' ,. <.I STING I , AND / ; _..r i-lo IPONENT5 HAT AR- �.; ;w)�- ED AND � `SOT . /4 " `I 11EET THE DIJILDING GORE U5T BE REPk:, ." k EJ � Co N J`T PlIL T 10 vi P 'i 6, i�; f I PROP. 12*W X 28'D MONO FTG. m EM13ED r3>i1 Y INTO F"r�-.. (TYP) Vf I:Ei 3Ai DONT. ra" 4�r CTYp- i llfl'�. 12' REND o TOP DOTTOM AROUND F }:ME.TEP' c3E.1J.D (��1T�4fDE 1 #4 BAR VERT. 48' O.G.I DOWEL PROP FTG TO EXIST. FTG :.- ' `N1� 5 DOWEL`S 1.21 r, 48' O.G. LA D E .:_ U 4' GlONG. SLAID Vj G Y, �~- -_ �, i W1.4 XI W1.4 VJWI , OR �C.�/10 fTT: `�^ I O EN'YVi- OVER G 11fL. VAPOR 7 ,',r 7,, .. , I BAKFIER + GLEAN, ;;OMP FILL XI�T IN Via. ! ,i i WINS:,, 4-! I ' j` .ti. . ..., i .SLA ELEVATION TO MATGI-t C` I / r ;� k I ! c�X!+ T. Hou-E ELEVATION ;0157, N:r � EX15T WI � I n3 ��I`�• T `�L GL r E X1 a T F.1"''_ -� 131 REP h'1 -1 I0 8 FRF.,' i- � I -fx I". 13LOCK F�.)L �DATIOI I � �T , , , CITY OF ATLANTIC BEACH BUILDING OFFICE r EB 1 '7 1006 �� j E` A 1=OUNDA TION S1� RVEF Y eI-`ALL DE PERFORMED AND A (".•OP f OF rmE -- "URVEY SH-ALL BE CN •t hE SITE THE aILDI;vG IN SPEGTC:) �; USE IRIC:UR ._ - "_ ........_. TO FRA.MINC9 fl5PEGT°G't OR, ALL - i ! PROPERTY �x I ,, _ P O tet_D � {{ r\.l � p~Z��.ICER�a �.r'�i�LL r3E E,'� .. •� � � �� i � y c 1 r ^-• _ ! f ( AND A `��'T�ti NG 5TRETC:r` �D FROM I -x I {.. MA KER TO ``1ARKER' I C VE It' Y 5ETDACjK5 I .. �..� �-.........-...�—_.-._.._ ...._..w-,..� --w. .ter...--�. .., .- ..,.. �--.__.._•....--"`. _ - - ..._ —__...__—_.-�..� -_..._........_.......,-._...__._.-..._.... .._.may,..,........_......•.�. ,...__.,._.�,.� ......-,.__..... --.__-�..— �.�._....- ! tF b G A5' IG! a FX15TING ROOT 5P!.rt D A T UIP C Pc 1/8" PEP, F-T. - . _ . �Axa� � • • • '' .• � .�'�_-•.. CD ZZ R i E I + ' �"� � � ? t — � � t ` ( � — •. — E 1,I — - — 3068 FRENGH `` 5TUGGd FIN. V 4A 15T E L L -1 � i N< •I LC5 A N'-!' LJI1 FG K SE E'N 5 ! P!JG TLPAL G DN D I T 10 i`15 E XiSTI NG R AJC=r F'l B EPGL.A55 S I N G L E5 -`-. TO 13 If �IrP�. R T E D TCS THE 13UIL D NG �EPT. � I � � J �^ /,�` ! yrs •� ;C, r �— f �ff Y f'r',k�.G �1. d _._• �.._._,._ . - -- -- _ ._— �_ __._ — — .__] —. t _ f I F5 r , — -- -- 7_:7777=7:7—_— — __-. _ ..... k ttt i s i f r-- , if -- - , T Vill,IN f f i 050 r1U:�0 H 5.' 5050 H 5. 8C.50 H 5. I'lNi F C)0R . Ste- A— i— E V �� T t I X 3' !AG5 EACH GC)RNER 0P ......................... ... 'UP LATH AND SEE ST1 FOR VERTICAL WALL CONNECTION, STRUCTURAL GENERAL NOTES — -' ST CO CORNIER 4" CONC SLAB W/ 6X6X10 1O WWF BE BELOW VAPOR BARRIER OVER �OVER6PvIILW �.J STOP LATH rAND r C VERTICAL WALL CONNECTION. FIN1":,HE LOOR - TED, TREATED _L 4" CONC SLAB W 6X6X10 10 'N'NF STUCCO CORNER SEE ST1 FOR VE �� SLOPE 3/4" X 12" CODES: OVER 6 MIL VAPOR BARRI�R OVER L / �• B �4' C 6 MILA SLAB XBX10R GvE3 CLEAN, WELL COMPACTED, TED, 1REATED FILL EXP. JOINT AT GARAGE DOOR BEAD 1" C]E_..N 4" GUN.. � vW/ 6X6X1b/10 WWF MAY BE U•'E CLEAN, WELL COMPACTED, FINISHED FLOOR r' AS BRICK LED A. DESIG ME"HOD USED MEET MIN. LOADING Q PER 2004 FLORIDA BUILDING CORE ('04 FBG), MWD LOAD PER ASCE 7-02 & 1997 GLEAN, WFLL COMPACTED, TREA IED FILL SLOPE GRADE N RE I� ._ E NDS. SLOPE 7- s NUiUNS �1) 5 E6AR cnNT. DEADER cuuRgE AFRI Irl_ illll a" CONIC SLOES w,/ 6XWx1D�10 WWF B. TYPE OF CDNSTRUC1lON '04 FBC - TABLE 600 V, UNPROTECTED. GRADE Cz -;(11�- tI ) _: l - ' 110V'ER 6 MIL VAPOR BARRI R O'WERMIN. DISTANCES 1�, - CLEAN, WELL COMPACTED. TREATE FILL C. APPROXIMATE HT. OF HIGHEST POINT OF ROOF ABOVE GROUND: 3OFT. OW. I . 1 STJRY DIM SIONS ARE EAN CGN9PACTED I I62 STORY I' DISTANCES - I _.- 7tt � D. STRUCIURh./BUILDING TYPE PER '04 FBC 1806.1.5: PARTIAL[Y ENCIASED BU1L➢ING, � AND FILL _. � � � 1� 1I I �:. I I I I I .. � II I ..� i � .. E. MIND E7{POSURE: � ;00 _._ j �a EMwAL2 OR LE55 CauR Eo. _iI. �^^II _ (icU �(- ^^L slap C],C, 11f1f1. _.IIII _ F. STRUCTURE BUILDING: U o _..� F . .. ,�" �"".(Z)# NT. 1 �1URY m 'cG. OCCUPANCY TYPE PER '04 FBC - CH. 3: R-3 __. I( /❑ BRICK . " _ (3)#5 CUNT. 2 51JRY � R BARRIER L SOLIb OR UaE 10'x20" FTN°G _ ....._._ .�......V CAL REItvFOkGEM_NT). #5 DOWELS C� I __. rAEE:S 5D TO f3UTER FTER MINIMUM 6" � �l___... l----- 1 _-... �-8 MIL VAPOR __- I---- CORNERS ;gc 3 a/c THBR ...-..... -- _ H. MIND IMPORTANCE FACTOR: 1 DJ ) _ _ ��/ SRI CK ( INTO FOOTING INTO A MAB MINIMUM ALL L 1 1 STORY) I I i I Iii I i•I ._ 12- I"1 i ._.L.L.(Ji�5111101_-` � I „1) CONT.-.---I GENERAL: TENT) 2 STORY) I I 1�Y FLt�7rlyd,_.SIE *"MAX. STEMWALL HE°' T: (5) CELL REINFOF�RT NW 20 I I I 12 � �I A. DESIGN 13 VOID AFTER 2 YRS FROM ORIGINAL DATE OF ISSUE, UNLESS UPDATED TO ACCEPTABLE CODES & PRACTICES • THAT TIME. �" W/0 BRICK 12WIDE W/ «> 5 CONI 8 COURSES 'WALL. > (5) 8 -' W/ BRICK 20' WIDE cINCLUDING LEDCC) W/�a':a5 COURSES HIGH QUIRE W/0 BRICK I6'xS' W/ , 'as COINT' B. DO NOT SC,4LE. USE DIMENSIONS FROM THE ARCHITECTURAL PLAN. NOTIFY ENC. IMMEDIATELY IF DISCREPANCIES ARE FOUND BETWEEN _.. W/O BRICK I6' WIDE w/ (,,;�5 CONT, - AE NIFIOR F� NT LYSIS & WIC KK en ow i(ra?us c N T, 6 TURNED R N E D D U WN EDGE Ca E C. ALL DETAILS SHALL BE IN ACCORDANCE 11/INSTRUCTIONS FROM MANUFACTURER OR DESIGNER. P�Y � CID,) I PLANS. 'w'/ BRICK24' WIDE (INCLUDING LEDGE) '* (4)NS d/ BRICK 24 x10 d/ C4)t15 CONBEARING STEP DOWN 1 TYPICAL E O U N D A T I O N D E TAIL D, ALL TEMPORARY SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7 TYPICAL FOUNDATION D E� TAIL - E. ALL HURRICANE TIES SHALL BE SIMPSON STRONG-TIE CONNECTORS, OR EQ. F. NAILING PACTERN FOR ROOF SHALL BE 4" O,C, ON EDGE & B" O.C. IN FIELD. G. NAILING PATTERN FOR WALLS SHALL BE 4" O,C. ON EDGE & B" O.C. IN FIELD, '::...•:a SEE STI FOR VERTICAL WALL CONNECTION H. THE ROOF ASSEMBLIES COMPLIANCE if/WIND CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED BY THE ENG. OF RECORD, AS 1/ 4" CONC SLAB W/ 6X6x10/10 WWF SUBMITTED W/CONST. DOC. XCOU OVER 6 MIL VAPOR BARRIER OVER L ALL ROOF & FLOOR TRUSSES SHALL BE BRACED 11/2x • 4' O.C. SEE ST1 FOR VERT. CLEAN, WELL COMPACTED, TERMITE 4" CONIC SLAB W/ 6XSX10/10 WW'F 5 1/2" WIDE C'ONC. 51-L 1OP AT MAINWALL CONNECTION, OVER 6 MIL VAPOR BARRIER OVER 7. BUILDER SIiALL PROVIDE #5 VERT. REBAR IN FULLY GROUTED CELLS • CORNERS, AROUND OPENINGS, & 4' O,C. FOR CONTINUE RUNSr E , I'kEATED FILL�TOP LATH AND SLAB L_1EL. 1'OP TJ GARAGE FLOOR _(11#4 CONT. IN SOLI GROUTED CLEAN, WELL COMPACTED, TREATED F LL OF WALLS,EftVARIES, MAX 5 i/2" (HEIGHTS EXOEEDIPJGU-BLOCK COORS STUCCO CORN _ DEAD 1" BELOW WIDTH CREQ ADDIIIQNAL ANALYSIS y1' mm, �� 4" GONGSLABw Gx6xIC 1D W'*F 3 _. T il.a.1. —. _.. ►I i��ti 1 li-- � -� FOUNDATION: _ __ - - _: _....m: LI II l FINISfiED FLOOR IC EAPi�w LLVCUMPAaC 1ELREAEEb FILL _ _ Y V 1 mmT„ i ILLI L `< 1111 -, I _.IIII.- A. THIS DESIGN HAS BEEN COMPLETED W ACCORDANCE W/PERTINENT STANDARDS, RECOMMENDED DESIGN 501E PARAMETERS, & ACCEPTED TYP. VERT, •.. :_. ' - ILII I I I L._ _ I 6 MIL VXOOR BARRIER REINF I i 1 II ir�> Ili IIiT T),I �I��- �. SLDF,E - -�,-, -- - ENGINEERING ➢BETON PROCEDURES, & IS BASED ON THE BEST INFORMATION AVAILABLE • THE TIME OF COMPLETION. THE DESIGN 15 GRADE 7111 �I =,.I IIII IIII III-_-TILL. wi, _..: I I� -- m w III -•-`IIII--I I I I INTENDED TO MIN. DIFFERENTIAL MOVEMENT RESULTING FROM THE BEAMING OF EXPANSIVE SOIL OR SETTING OF SUBSURFACE SOILS. ❑...... _ I TYP. FOOTING - SEE 1/ST2 FOR �I�Im-:mlll_ 111".= (I�I. Illi IIII IIII IIII — _ CLEANCOMPACTED Ili I==" I I I I-'1 I -.._ ---- T —i __ . .... ^.. " =1 I .-11.) `� CONT, IT MUST BE RECOGNIZED THAT FOUNDATION COMPONENTS WILL UNDERGO MOVEMENT, ANY SUBSEQUENT OWNERS SHALL BE APPRAISED SAND FILL I SIZE/REINFUf,CEMEN I II.. fIII 11 I—.IIII i_ I r - I OF THE SOIi, CONDITION & ADVISED TO MAINTAIN GOOD PRACTICES IN THE FUTURE W/REGARD TO SURFACE & SUBSURFACE DRAINAGE, 17 7 _ !: - I T-•!i!' I i m 1 I I=I i I I 'I Iii 1 FRAMING OF PARTITIONS ABOVE FLOOR SLABS, & FINISH WORK ABOVE THE FLOOR SLABS, ETC. 1 X� :4- B. . , if. 11 i I lil (( l i•i 1 .}i I III IT I ! III IIII B. DESIGN HAS BEEN BASED ON A NON-EXPANSIVE SOIL W/AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. ACTIVE EFP= 30 PCF L� j CT (LEVEL BAtCKSLOPE). - I TYP. FOUNDATION i ! ' I DENSITY ➢ T W ...._., �, C. SDIl, BAC��NED BY AASHTO T-B180.OMPACTED IN 12 MAX. LiFTS TO DENSITY OF • LEAST 94x (+ OR - 2x) OF THE 1tAX. (. 1 —... I STEP DOWN IMIENIGIOIVS ARE �=IIII�il1_ I1 ___ W. DISTANCES NON-LOAD BEARING TURNED DOWN EDGE D. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALLS HAVE SUFFICIENT STRENGTH & HAVE BEEN 11 7 ANCHORED TO THE FLOOR SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL 1 r.. -1 2 F 0 U iN D A T U N A T GARAGE E C U N D A T 10 N A f GARAGE E. ALL FOUNDATION PADS SHALL BE FORMED TO PROPER DIM. AS INCITED ON THE DRAWINGS & CENTERED ON COL OR WALLS. - - F. THE LOCATION OF FOUNDATION JOGS, STNS & TOP OF WALL ELEV, & CONNECTIONS ARE CRITICAL TO FOUNDATION PERFORMATANCE. THESE ITEMS ARE SHOWN ON THE PLANS BUT MAY CHANGE DURING THE ACTUAL CONSTRUCTION, AS A RESULT, THIS DESIGN CAN NOT ADDRESS PROPER FOUNDATION CONFIGURATION UNLESS STATED SPECIFICALLY ON THE DRAWINGS. r� `"' L.:..1 4" CONIC SLP,E3 W/ 6X6X10/10 WWF �-7:. OVER 6 MIL VAPOR BARRIER OVER '1- OVERLAP SLAB RECESS SLAB 3/4" FOR CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR CONCRETE: 1 L" - 1WRESf-TOLD TREATED FILL 2" :-' 7HRESDEPTH O STUD F 1 1/4" UM _ FORMED & CAST f STEP A. DETAIL REINFORCEMENT 1 ACCORDANCE W/ACI 315-80 (REV. 1988), DETAILING MANUAL MIN, CONCRETE COVER FOR REINFORCEMENT 1 1/2" REuE�a .,LA,B 4' FOR EGD OUTSIDE-FACE EOOF BLOC': 1$�j REBAR L �O" C 3- VARIES - WN SHALL BE AS FOLLOWS: 110"'ESS S `' a -� 1) CONCRM CAST AGAINST EARTH 3" / — � L IIII,. T.li ) / . J4' CONC SLAB W/ 5X6X10/10 'MWF I _ r "c , ---••--- - _ 2 FORMEDD CONCRETE EXPOSED TO EARTH OR WEATHER 1-1 2 k.• F OVER 6 MIL VAPOR BARRIER OVER I CLEAN, W LL COMPACTED, TREATED F ILL ? YY IIII I i I''I=1_I TYP, SLAB - - -- _L.J._L 1 I I i I I I Tl'P. SLAB 3) INT. SIrABS, WALLS 3/4" S SHALL B 28 DAYS. F I IIII- !III )) I H. MIN. COMP6IESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION & SLAB E 3,000 PSI AFTER _ III II�> 11 �i 1 Iii C REINFORCING STEEL SHAi LI CONFORM TO ASTM A615, GRADE 40 W II i CLEAN COMPACTED ?IIII II,----1111 F r mm.IIII� III II II11-= III(-� -_ IIII._•-.II. D. LONGITUDINAL REINFORCING IN WALLS & FOOTINGS SHALI, BE CONTINUOUS • CORNERS & INTERSECTIONS. MATCHING CORNER BARS EH . - _ �— C D )III IIII �7YP F'UO,ING - SEE 1/ST2 FUR ! IIII- :III I � I Yl'ICAL FOOTING SHAH,BE USED, MIN. LAP OF REINFORCING SHALL BE 40 BAR DIA., BUT NOT LESS THAN 20". SAND FILL , ,-" 51LE/REINFORGEPvIENT I I i I I III IIII I I SEE • __ I' 1=.Illi :i _i ,---- III„ -. — _ �.I 2)#5 CONT. -- 1-STORY m ..IIII :: III Illi FOR IEE/ E. ALL CONCRETE OPERATIONS, INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, TRANSPORTING, PLACING, REINFORCING DETAILING & III^ I I I #5 CONT. FOR — - REINFORCEMENT C SHALL BE DONE IN ACCORDANCE / Q & APPLICATION OF ACI 301 84 ( ), SPECIFICATIONS FOR I SIIN W THE REQ, - 85 J - -- 2--STORY TYP. FOUNDATION =I J i I.r I I i == - 1 STORY} I �J I I i•_� STRUCTURAL CONCRETE C I) 11 20" 1 L • II F. PORTLAND CEMENT SHALL BE TYPE 1 OR I1 - ASTM C150. CEMENT SHALL BE BLENDED AS PER ASTM C595, TYPE IP. 48. 2 51ORY IIII_ -i H. •G. A�MA75� CONFORMING SI TO COMPLY A184,TO ASTMGGREGATR SHALL COMPLY I/ASTM C33 OR ASIW A185OR A497, I" IIII—••.. — — I --- BEARING FOI.JND. AT S.G.D. FOUND. AT S.G.D. ------- '� ---__ � E2),IN.TIRIORg S T E M W A L L ST E P DOWN wooD: f A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER: (Y) 2 x RAFTI�RRS/BEAMS/JOISTS #2 SYP 19% M.C. HOLD HDR, BILK, 4" CONC SLAB W/ 6X6X1O/1O WWF I-JOISTS PROVIDED BY TRUSJOIST, OR EQUIVALENT. J U°JTSIDE OVER 6 MIL VAPOR BARRIER OVER ENGINEERED BEAMS PROVIDED BY TRUSJOIST, OR EQUIVALENT. 1 U MARBLE SILL CLEAN, WELL COMPACTED, TERMITE TREATED FILL PLATES ;�2 5YP 19% M.C. STUDS J2 SPF 19% M.C. - TYP. - UNLESS NOTED OTHERWISE 1-112" TYP. SLAB 5" MAY STUD GRADE SPF 19% M.C. (2x4 UP TO 8'-1 1/8', i-STORY RESIDENCE ONLY EXCEPT PARTIALLY ENCLOSED STRUCTURES) OVER 6 MIL VAPOR BARRIER 0 WWF - � (SEE FOUND ION TIL TOOL V AND DEEPLWHIILETCONC EITET B. = E COMMON UNLESS NOTED OTHERWISE, 4 CONIC SLAB W/ 6X6X1Cf1 / OVER -..._ PLAN) - IS WORKABLE d = 0132 x 5 TYP CLEAN, W LL COMPACTED, TREATED FILL T �I I I m.._ �`. I-- 12d = 0.148 3.25" �d 1 —• ,.... C. . II lOd = 0.148x 3' I i I 1111 I..___ a III ::IIII .� all ..�� x _11) i IIIL-lllllllja _ I z J - _ 8d = 0.131x2.5" TYP FOOTING - 5EE 1 ST2 _ OPTIONS T'0 USING COMMON NAILS ARE AS FOLLOWS: . FjG SIZE/REINFORCEMENT — 12d=10d-0131"x3" GUN NAILS i I, 8d=0.099"x2 1/4" SCREW/GLUE SHANK GUN NAILS (PROVIDE THAT THE o/o SPACING IS REDUCED BY 1/3. I.E.: 8d • 8"/12"0.C. �� T Y'P. FOUNDATION - BECOMES .0999"x2 1/4" 04"/8"O.C..) C. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL NAILING OF SCREWING SHALL BE AS INDICATED IN THE CURRENT FISC, ASCE 7-98, MIN. &/OR 1997 NDS REFERENCED ABOVE. ALL SHEATHING MUST BE NAILED OR SCREWED & ADHESIVES SHALL NOT HE USED IN PLACE OF lIII�IIII—IIII--- III II 1 `,� SUNKEN SHOWER DETAI NAILING. C 0 N T R O L JOINT D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. ALTERNATE CONNECTORS W/EQUIVALENT OR HIGHER ALLOWABLE LOADS MAY HE B O U N D, AT DOOR SILL FOUND. AT DOOR SILL USED IN IJEI1 OF SPECIFIED COMPONENTS. �� -•-• --- - E. ALL M. MLIS TO BE SHEATHED W/MIN. 7/18" O.S.B. W/8d • 3' O.C. ALONG PANEL EDGES, B' O.C. IN HELD (8' W/PARTIALLY ENCLOSED STRUCTURES), EXCEPT AS NOTED ON STI PIAN. C 1 F. ENGINEERED COMPONENTS (TRUSSES, I-JOIST', ETC.) SHALL BE INSTALLED PER MANUFACTURERS SPEC. & DIRECTIONS. STANDARD FOUNDATION DETAILS G. ALL, PERMANENT BRACING OF TRUSSES W/CONTINUOUS LATERAL BRACES SHALL BE DIAGONALLY BRACED PER HIB-91 SPACED NOT MORE THAN 16' O.C. & NOT MORE THAN 4' FROM END OF CONTINUOUS LATERAL, BRACE. H. ALL WOOD EXPOSED TO CONCRETE, SOI, &/OR WEATHER SHALL BE PRESSURE TREATED. (1)#4 x 2'-0" ER 8'•x8" CHAS rd STEEL: CONC. E3L K STEM A. DETAIL, FABRICATE, & ERECT STEEL ACCORDING TO AISC �--I SLOPE II I1 WALL. FOUNDATION p l� (� (� "SPEC. FOR THE DESIGN, FABRICATION, & ERECTION OF STRUCTURAL STEEL BUILDINGS', 9th ED, 7- GROUT SOLID GRACIE r�I_ IJ , ,1"I ^lr r 7T �I• FOUIv DA TION NOTE: I, � EXTERIORSHEATHINFLUSH WITH THE F TEF�I[]f2 B. STRUCTURAL STEEL SHALL$E: FG.,I EXTERIOR WALLS HAVE THE EXTERIOR AROUND PIPE ��- FI2OMR❑UT INTERIOR ALL I D1F1E EXCEPT AS BELOW ASPM A38 ,,, 'OUT SOLID NSIIJNS ASA 3, 0 E E OR S. GR B — "' `17 WOOD VERT'. CONSTRUCTION SHOWN - r T, .I 1�� AROUND PIPE ER EDGES PIPE . CLEOID CUMPACiEt7 ) 1I • )� TUBE A5 0 ' SAND F!LL I I II 3/4' (NIIM,) STUCCO ❑'DER LATH & PAPER C ALL BOLTS SHALL BE A307 UNLESS NOTED OTHERWISE. 3" MIN DEEPEN ! , , ,r , L,...- T'YP. FOOTING - SEE 1/ST2 ATOP FOUNDATION DETAILS FOR 1/4' GAP BETWEEN SHEATHING & C❑NCRETE D. A1J, 11E1DIIIG SHALL BE BY A CERTIFIED WELDER FOOTING CHASE - TYP. FOUNDATION —; , FOR SIZE/REINFORCEMENT E. DEFORMED BARS SHALL COMPLY TO THE REQ. OF ASTM AM, A616 OR ABIT LOCATION AS REO'D TU r_ " '—T CLARITY, WOOD CMU ICT OR PROVIDE DEPTH. { (i I III`:� I ':i ' 1 � � ... r, STRUCTURAL sTucL❑ sTUP MASONRY ��UTILITY LFA A SE U TI L1 T CH ASE O I BIER STRUC� I URAL VERT. I CK CK LIGHT COAT MASONRY 'DRESSING" TO FILL A. CONCRETE BLACK SHALL HAVE A MIN. COMPRESSIVE STRENGTH, f'm OF 1,500 PSI, MASONRY SHALL BE LAID UP USING TYPE S (5 BLOCK VOIDS AND/I7R HLINEYCOMBS .__._._.._.._..-...............__......._.___.-� -- - ------ ---- ---- r 7 A •I 7 �� MORTAR ONLY. ANY MASONRY IN CONTACT W/EARTH SHALL BE FULLY GROUTED, GROUT SHALL HAVE A MIN, COMPRESSIVE STRENGTH CONSTRUCTION AC,C.Ea P BLE — SE OF 3,000 PSI, r STI r r v i r v B. ALL CONCRETE MASONRY OPERATIONS, SHALL, BE DONE IN ACCORDANCE W/THE PROVISIONS OF THE LATEST APPLICABLE ;;�,\ I 1 FOR P E C.I I C, C. LAPALLRECOMMENDATIONS REINFORCING AA IMANUAL MIN OF 25F STANDARD PRACTICE. a, ";f• J% D E 1J STUCCO DETAIL D. PROVIDE HORIZON. JOINT REINFORCING • 16' O.C. VERT. REINFORCING WERE SHALL CONFORM TO ASTM A82 & ASTM A167 TYPE 304. MONOLITHIC FOUNDATION DETAILS ST WALL FOUNDATION ILS THESE DETAILS ARE INTERCHANGEABLE WITH THE THESE DETAILS ARE INIERCHANGEABLE WITH THE STUCCO ADDENDUM " �°� ' �' STEM WALLS FOUNDATION DETAILS, MONOLITHIC FOUNDATION DETAILS '� W F" c,: L V AIR SPACE r � •� y *F SWING MUST PASS THROUGH �" BRIO VENEER 2 A LEVEL BELOW F ��r,a� •�t ,.,•r••'Q� . EXTEND F'LA' 1NG BELOW SINGLE PLATE TAIL UR PLASTIC--_ 11� x C]LY) FLASWING B Y' f i r � '1`J L1 , WEEP' H❑L 2 48' O/C /� % C::)C::::'i `a E 1) 3'1": a GRADE . �.-/1, _ A`� �f l(�'v`u'N � FILL VCI1D BETWEEN BF VENEER & FOUNDATIU. L� r� :; WALL DATE: FOOTING/10 LIN SIDE ROM C..•' .LD (✓� ' V)06 , GROUT, FILL SOL F LD S DE DF ' FLASHING c� :� �� BRICK DETAIL. "0[3 �'J�� 14 ---- BRICK ADDENDUM L -ra �1rtr! !!'+lt'? In �'\rl�nr�'1 , i'1 t .cFr �; ' > �` 1 �� '+ rrr� � � #=4:�i1 ''� �'1� � / � � Call, �*� At I" P',_ �I� W GENERAL NOTES: ATL HEADER SPANS FOR EXTEROR BEARING WALLSNCTE: INCREASE ONE HEADER SIZE FOR IST STORY OF 2 STORY BLDG 1. CONSTRUCTION OF WAREHOUSE ADDITION ® BEACH. r FLOOR JOISTS (MAXIMUM HEADER SPANS FOR SOUTHERN PINE & =° REQUIRED NUMBER OF JACK SUDS) HEADER SCHEDULE #2 SOUTHERN PINE SPAN TABLE 2 NOTE: THIS TABLE WILL GOVERN IF A HEADER IS NOT 2. DESIGN METHOD USED MEET MIN, LOADING REQ. 40 PSF LIVE LOAD, 10 PSF DEAD LOAD BUILDING WIDTH (FT) (ALL DIMENSIONAL HEADERS SHALL BE #2 SYP (G=0.55) STATED ON THE FOUNDATION AND TIE-DOWN PAGE PER '04 FBC & WIND LOAD PER ASCE 7-02. AND 360 DEFLECTION - ALL ROOMS EXCEPT SLEEPING & 20 28 36 HDR # LENGTH MIN. HEADER SIZE HDR # LENGTH MIN. HEADER SIZE 3, 'TYPE OF CONS'T'RUCTION, '04 FBC -- 'TABLE 600: VI, ATTIC FLOORS - 30 PSF LIVE LOAD (2) 2X6 W/ 1/2" PLYWD BETWN 12 W/ 1/2" PLYWD BETWN UNPROTECTED. HEADER SUPPORTING, SIZE PAN NJ SPAN NJ SPAN NJ 2'-6" 01 - 61 2'_12" 10' - 12' (2) 2X SIZE SPACING SPAN (TOTAL D.L. PLUS L.L. <=340pif)* (TOTAL D.L. PLUS L.L. 274plo* R(J(JF, CEILING 2-2x4 3-6 1 3-2 1 2-10 1 (inches) (in. o.c.) (ft.-in.) 2'-61' 01 - 71 (2) 2X6 W/ 1/2" PLYWD BETWN SYS42 12' - 16' SYSTEM-42 BY TRUSS MFG 4. STRUCTURAL/BUILDING "TYPE PER '04 FBC 1606. 1.5: (TOTAL D.L. PLUS L.L. <=340pif)* (TOTAL D.L. PLUS L.L. <=200pif)* PARTIALLY ENCLOSED BUILDING 12 10-9 2-2x6 5-5 1 4-8 1 4-2 1 (2) 2X8 W/ 1/2" PLYWD BETWN LVL 12' - 16' (2) 1-3/4 X 16" LVL * r 2 X 6 16 9-9 2'-8" 61 - 81 (TOTAL D.L. PLUS L.L. 318pif) (TOTAL D.L. PLUS L.L. 1200pif, L.L. �= 1112pif) 5 BASIC WIND SPEED: 120 MPH 24 8-6 2-2x8 6-10 1 5-11 2 5-4 2 v 2'-10" 8' _ 1 p' (2) 2X10 W/ 1/2" PLYWD BETWN r..�... 12 14-2 2-2x10 8-5 2 7-3 2 6-6 2 (TOTAL D.L. PLUS L.L. <=288pif)* ' 2 x 8 16 12-10 2-2x12 9-9 2 8-5 2 7-6 2 NOTE: SEE ST1 FOR HEADER TIE DOWN REQUIREMENTS 0. WIND EXPOSURE: -'� 24 11-0 4-2x8 9-2 1 8-4 1 7-6 1 VALUES FROM SOUTHERN PINE COUNCIL DESIGN TABLE 1 (1994 EDITION) "7. STRUCTURE/BUILDING CAT. : II 12 18-0 ** SUPPORTING JACK TRUSSES ONLY 2 x 10 16 16-1 4-2x10 11-8 1 10-6 1 9-5 2 ..�L.. 24 13-1 4-2x12 14-1 1 12-2 2 10-11 2 8. OCCUPANCY 'T'YPE PER '04 FBC - CH. 3: R-3I:,...I C ,``' 12 21-9 p Er 2 x 12 16 18-10 0. WIND IMPORTANCE FACTOR: 1 L24 15-5 1'1 '1 Y ,r 7 , .,� .., Cy ... ..9 7 r Y r, � ,.....,L...y Lr ) tY...., 10. WOOD 'FIE SYSTEM SHALL BE SIMPSON S PRONG- I IE �� CONNECTORS, r 7 r� UNNLC IURS' OR ]EQUAL. WIND LOAD DESIGN PRESSURE SCHEDULE HURRICANE CLADDING SCHEDULE u GENERAL N 1TES: COMPENENTS & CLADDING 11. NAILING PA'T'TERN FOR ROOF & WALLS SHALL BE 4" O.C. ON EDGE & 6" 0,C. IN FIELD, SLE S-1 & S-2. ;yam W ZONE CONNECTION TYP, NAILING m 7 ) DESIGN & CONSTRUCTI❑N SHALL BE IN ZONE COMPONENT DESIGN PRESSURE (PSE) UPLIFT 12. THE ROOF ASSEMBLIES COMPLIANCE W/WIND ACCORDANCE W/'01 FBC P❑S, C+) NEG, C-) r , r, , , 1 LSTA36 24-106 CRITERIA REQ. FOR THE SPECIFIC SITE AS PROVIDED BY THE ENGINEER OF RECORD, AS SUBMITTED �'� YF' � X: i LOAD (PSF) DEAD LDAD LIVE LOAD 1 CENTER OF ROOF 26,23 -41,65 1,670 2 H10 TO TRUSS 2-106x1 1/2 ON ENDS y TO CMU 6 1/4x2 1/4 TITIrN W/CONST. DOC. FLOORS 2 ROOF OVERHANG 26,23 -54.00 2,160 H6 TO TRUSS 5-10dxl 1/2 TO PLATES 5-106x1 1/2 ......... ......... ...... ..... .... CARPET OR WOOD 15 PSF 30 PSF HIOR TO TRUSS 6-106 TILE 20 PSF 3 CORNER OF ROOF 2623 -54,00 2,160 TO PLATES 6-106 ROOF 15 PSF 30 PSF 4 CENTER OF WALL 38,57 -41.65 530 3 H6 TO TRUSS 5-106x1 1/2 ;' o TO PLATE 5-1❑xl 1/2 H10R TO TRUSS 6-106 DEFLECTI❑N CRITERIA 20 PSF T❑ PLATES 6-10 5 CORNER OF WALLS 38.57 -41,65 530 6 CARPET OR W❑❑D= L/480 LL ...'y ::D L/480 DL L/480 LL 4 SPH6 SPH4 TO STUD 12-106x1 1/2 li,nl I TILE= 5 SPH6 SPH4 TO STUD 12-106x1 1/2 a (17 L/600 DL hf-' ROOF (TRUSS)- REEF RIDGE BEAM SIZE LIVE LOAD= TC 20 PSF L/360 DL BEAM SPAN U� BC 10 PSF L25 SIZE (FT) DURATION FACTOR TC 7 PSF TC 7 PSF 2x8 0 - 8.8 � 8x10 8,9 - 11.0 "= ' BC 5 PSF 8x12 11.1 - 13,8 ROOF (CONY FRAME)- 20 PSF RAFTER LOAD= � (2) 2x8 8,8 - 17.6 10 PSF DL (8) 2x10 11,0 - 22,0 DURATION FACTOR 1,25 (2) 2x12 17,6 - 26A CEILING LOAD= 20 PSF- LL r� CONVENTIONAL FRAME REEF AREAS SHINGLE ROOFS SPAN TABLES FOR ND. 2 SYP RAFTERS - NO CEILING LOAD - 30 PSF LL, 15 PSF DL SIZE 121101C, 16"El.C, 24"❑,C 2x6 13'-10" 11'-11" 9'-9" 2x8 18'-2" 15'-9" 12'-10" �- 2x10 23'-3" 20'-1" 16'-5" 1 2x12 28'-3" 24'-5" 20'-0" �. SPAN TABLES FOR NO 2 SYP RAFTER - N❑ �5• ,.. . •,•3 +,�' JOISTS W/DRYWALL CEILING - 30 PSF LL, 15 PSF .tu v � • 1 24"O,C SIZE 12 D.C. 6 ❑.C. 2x8 18'-2" 15 _9„ 12'-10" `off. ` �.•• ` r-#a,1!�ar• •�4 y 2x10 23,_3„ 2Q,_1„ 16,_5„ )y,'•-' ' •w•�,P �'�� 2x12 28'--3" 24,--5„ 20,--0„ - � A Cl �r�71{✓ CALE: AS 10'NN DA F E R 0-3, 2C.)(.)f: CO''jNTER FLASHING NOTES r MALL (ptirrie riasanry surfaces) SEALANT VERAL LEA° FLASHING (4 Ib„ roll Into pipe 1•) CLAMP O i J (torch to prepared ^'urfece c avid fasten p o,d SEALANT WATERTIGHT dhRELLA SEALANT FARADIENE 3U PARADIENE 30 (set In s an PARADIENE 30 \ A S T E STACK: (fully adhere, prrep granule surfaces) (fully adhlere) (fully adH,Ere�7 (frlRADly ILNE 20 (fully 20 �lY°�an�r�° 1, PA-1021 PLASTIC CEMENT & PA-1125 PRIMER ARE FA cADIEN o . , LEAD FLANGE (prime yet In rnastic METAL FLANGE R Q U I R E D WHERE MASTIC & PRIMER A R E (dry a cont, fully adhere to roof sur9eces) PARADIENE 20 prltie, set in nos+ , and fasten) - ,,.�.:I,, (fully adhere) PARADIENE 20 IN I C A T E D r (fully oLJH,er . _._._ :: !•_ �.... _ _ AME: 2 S ME AS 1, RIGID ROOF INS TION ILIO ROOF iN5 AT1ON :GID ROOF INSULATION .......... METAL DECK M L DECK 3, AL METAL FLASHINGS MUST BE FULLY PSE .L DECK FLANC D & SOLDERED, m' PAR F ET W A Lw �— _ 4, AL ETAL COMPCINENTS SHOULD BE S LEI N, T S W A , E- TACK C T P M E f�J T F IR A M E FABRICA ED ACCORDING T❑ THE CURRENT c" ALE: N,T,S, SCALE: N,T S REC❑MME DATIONS OF TE NRCA & SMACNA L,r,.) t LI) 5. DISSIMI AR METAL TYPES SUBJECT TO ELEC TR❑LYTIC REACTION SHOULD BE PHYS- 'ALLY ... .... .. SEPARATED, L....J u PARAPET WAS L: c . ' I N `� T A �— i....... A I CI N lvl E T F...1 C D B — .� ) 6, PREPARE G AIULE SURFACES UNDER ERAL _ b FLASHING BY TORCHING ❑R PRIMING W/ A-1125 c; IL WEA TFIER RESI TIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLA TION � _ FLASHING APPLIED BEHIND THE MOUNTING _._ cep METAL p (taufunoro w/ nsaprnrie wasters, PRIMER ( ) -I: FLANGE, Ih pp } _ J 1 r ranien a rax. 18'o.c. f„ 1 F P ,F: PARADIENE zo (fasten to woodsurface)surracG) 7, ALL METAL C M P❑V E N T S SHOULD r , " l �j ) O I N WATER SHEDDING E A S H I E N, SECTION A Uo � to pn �d fay sur,�Ln�Bc fasten 9 o.c.) U L IJ L �.) � 1 STARTING G THE BASE [IF , vEr�aL(torch and iantnng' �nnote J4 ow) FABRICATED ACC RDING 'TO THE CUR ENT l L1' c ? 'THE %' ALL & WORKING TOWARD THROUGH WINDOW JAMB PARADIENE 30 THE TOP, INSTALL T H I E W R B I (furry adhere, prepare granule surface RECOMMENDATIONS, ❑F THE NRCA & � M A C N A, I.O .T.H-3 E FACE OF THE PAII odh re) 1.., a I SHEATHING, `� --PARA : NE 20 8, THE WOOD NAIL R @ THE WALL DECK APPLY SILL FLASHING ,, (dry on cant, y adhere to rani surfdcee) . ..... ..... TRANSITION IS INT - NDED FOR USE W/WOOD CANTS, 7 1 'lam ! S er III ii Illi,. � N (� APPLY JAMB FLASHING _^w.W ,_ _ & CAN BE DELETED WHEN CANTS F APPROVED APPLY BEAD OF SEALANT INSULATING MATERIA S ARE USE AROUND THE PERIMETER OF J l r� eocF lel uLATOv 9, DISSIMILAR METAL HYPES SU JECT T❑ � THE BACK SIDE (INTERIOR -- — �U�F ACE) GF' WZNLQ�l �. — _ - - r�fJUNTING FLANGE, I -------- ` .. ELECTRELY TIC REACTI N SHDU D BE PHYSICALLY � PMFDIATELY INSTALL `,, INDOW METAL uFCK USING PAN HEAD SCRE',�/S TO WRI3 r SEPARATED, : �-7 FACILITATE INSPECTION, _ I - 1 FLASHING N N PARAPET WALL L....a o HIGH PARAPET WALL: C) APPLY LEAD OF SEALANT SEALANT BEAD BETWEEN AF T F._R INS TTALLA TIEN -� ACROSS THE FACE OF MOUNTING FLANGE AND r SCALE: N.'T.SI 10. PREPARE GRANULE SI SFA 'ES UNDER VERAL SEAL ALL CORNERS [7F I�;CIIwNTING FLANGE 2 HEAD FLASHING' MECHANICALLY JOINED FLASHING BY TORCHING O RIMING W/PA-112 �� FRAMES TO SEAL FRAME ' APPLY HEAD FLASHING APPLY A , � NOM. DIA, SEAM JUNCTURE, PRIMER — PRIME ALL METS SURFACES W/PA--1125 �) LEAD OF SEALANT TO THE --- REMOVE PREVIOUSLY APPLIED BACKSIDE (INTERIOR) OF THE PRIMER �� MOUNTING FLANGE AROUND COUNTER FLASHING TAPE, ALLOWING WRB T❑ LAY THE ENTIRE PERIMETER, (fasteners w/neoprene washers, FLAT OVER HEAD FLASHING, fasten approx. 18" o.C.) 11. PA-1021 PLASTIC CEMENT & PA-1125 PRIMER APPLY NEW SHEATHING TAPE PLACE LEAD IN LINE WITH ANY PRE-PUNCHED HOLES FLASHING AT HEAD EXTENDS VERAL ARE REQUIRED WHERE M STI & PRIMER ARE OVER DIAGONAL CUT - WEE OR SLOTS. �;f 1° BEYOND JAMB FLASHING f:m � (torch to prepared su ces DIAGRAM, and fasten a. . INDICATED, _ PARADIENE 3( (fully adhe prepare granule surfaces) HEAD FLASHING ' �' -- PARA NE 2a 12, SAME AS 9. `' — APPLY A CONT, SEAL ALONG p ( to woad surface, fully adhere to SECURE WRB r , uy �— r ..,k p cant and roof surface areas) 1 MOUNTING FLANGE C� THiE @ HEADS / HEAD, FLASHING GOES rev❑R PARADIENE 20 13, FASTENING OF AL MINUM & TAINLESS STEEL Fy r MOUNTING FLANGE EMBED : `•, (dry an cant, fully adhere to roof surfaces) f ' .. µ 130TTOM OF HEAD FLASHING � VERAL IS OPTIONAL C VERTICAL FLASHING ti f a mq AGAINST S E AL APJT (FLASHING I� .. .. , m��.. ,�..I..:: I�� W-.,.,I,:,....IIIII HEIGHTS OF 3 — 12 '. F�A S T ENING ❑F C❑PPER K ; GOES OVER SEALANT,. �! EXTEND HEAD FLASHING r VERAL IS REQUIRE T IN ALL CAS . ,.•f' .-F 13EY❑PJD EA, JAMB FLASHING FASTEN IN PLACE HVAC UNIT CURB: I% 14. PREPARE GRA LE SURFACES U ER VERAL n g; I r �% RIGID ROOF INSULATION METAL DECK FLASHING BY TO CHING OR PRIMING W/PA-1125 f,.• % PRIMER, Y .-� f' A A C U N T T CURB 15, 'THE CUR$ NIT, COMPONENTS, & I STALLATI❑N ...... = � '" GUIDELINES AP SUPPLIED BY THE CU f B EXTEND JAMB FLASHING f SCALE NTS TO OVERLAP SILL MANUFACTURE JAMBFLASHING F3 LAS[iING, EXTEND ABOVE ROUGH r,�u � 16, SAME AS 9. OPENING 2 HEAD, w+` SEALANT APPLY TAPE CORNERS TO PARADENEA30 DRAIN: 'TEMPORARILY HOLD 0 (fully adhere) ` FL.-.ASHING IN PLACE I PfFAcdhee?G 17. SAME A 11. UNTIL. rIRB IS APPLTED ;, ...,.-M —SILL FLASHING.. (fully ; A„ METAL EDGE (prune, set in mastic � C fosten 3" o,c, staggered) PAP,ADiENE 20 18. THE D AIN, COMPONENTS, & INSTALLATIC.N SHIM ADJUST WINDOW TO ACHIEVE SDUARE, —� f (fully adhere} \� •��, • GUIDELIN S ARE SUPPLIED BY THE DRAIN � � -s C". PLUMB, & LEVEL CONDITION, USE CORROSIiGN t. - fist:• �� I 11 CJ RESISTANT FASTENERS, FASTEN WINDOWS PER "" MANUFA URERr �- U :y� WINDOW MANUFACTURER FASTENER SPECZFICATI❑NS. f�i.-. F-.F S>1._, T A N : ROOF DGE ;v 19. S A E A S 11.Cd F ''- "'p ' :1 L A 45 DEGREE ANGLE, CAREFULLY CUT THE ' , ��.. ¢�• �� •1 .., RIGID RODE INSULATION BARRIER TIN A DIAGONAL, GENTLY RAISE THE CURB' C...`fl A4AiCv ``'' 'TOP EDGE OF THE BARRIER UP & TAPE THE METAL DECK F" >J TOP CORNERS & CENTER TO THE EXTERIOR 1�I 20, AME AS 11, ry f CONTINUOUS CLEAT r ,) c� WRB SURFACE ABOVE FOR METAL EDGE r � 7I ..�� ., . A C T F E R I ER V I E d 21, THE CARPENTRY & METAL WORK SHOWN DEPIC .. TEP LEFT CERNER OF 'dIND0W SH P & JOBSITE FABRICATION: THESE l:1 °�I._E: ❑ � C P . NETRATION & FLASHING COMPENENTS SHOULD BE ,°I .. `::;F OVVN R Ll C. NSTRUCTED ACCORDING TO THE CURRET DATE: SCALE: TS I ECOMMENDATIONS OF THE NRCA & SMACNA, F`=H 03, 2C')06 :J,(3 E? N c"�). I WINDOW FLASHING DETAIL SOLE: NTS 22, SAME AS 9. r_ T r ..ti,r .► •�.4z ter.•n.—ri .� pl_n 1�... r,\.(.�..�j�P "\,.. •+ ...�..r �.. • .r. •...r. w .—r......�.rr _�� .r..... r w�.. �.� —„ • ...r. •. a r i r •• + i r.r• . •. • .w . SM. rR3 .r r.' lnnn lmpnt L C d N X ,N 515 -0 ----14, —14' l 4 0 - I 14 - 0 14I — W T z N UNSPRINKLERED 2 d SPRINKLER RISER ATTIC U (SEE DETAIL) d IIP 1 x 1Q—D LIVING/ !�'_EH� i �� LIVING RffLIM BEDRNUH r in LIVING RUHM LF) LAVING RHHM � BEDPHUM LATE ALL PIPE w/ B� �)R❑-(��i BF DRUM 1" I HVAC AC 1 TTEN INSULATION �i 3 0 • - • o o • lo o f � 1 I III 11 ,. 1 1 „ t 1 „ l „ Ll 2 - 2 Q -� a' n 6 9- 6 9 - 9 - 6, � 1 ., I 6,_9 6 9 6 �- - � S00 _ L ' 2' X 4' HEATED CABINET +1ff EOR SPRINKLER RISER " " " CLG. FAN SPRINKLER MAIN CLG. FAN t t I 1 1 � • FLOW SWITCH - - 0SPRINKLER HEAD 0 434-3 I -3 o �� HVa I6BEDROOM CLOSET CORRIDOR CLOGBEDROOM BACKFLOWPREVENTER 1�' SINGLE INLET F.D.C. 31' S, 3�,. � � 3'-3' „ 31- A-) 1Y' GATE VALVE w/ T,S, - 2 2 1 — n v I p KITCHEN KI i CHEN 1 � � [ v, � " KITCHEN KITEHE�I L w -- - of _ ED _ _j 0 —6� _I TL11'11 BATHROOM o �� , 3A HR❑❑ NaTH EI BATHR❑❑M I - ti a .� a BATHRuU 1 SECTION "FAo4ATT 6' �J, T__ -1 - - f rI 0 OSCAL - . 114" " II 6 O O -FU o o o o ° o ° 3ATHR0L1f BATHR❑UN1 i BATHR❑❑ 1 BATHR❑❑M BATHR❑❑M c� NI • c� Y' � v, E tLLJ vl 6 - I _, � � � � -6 I F,� - n 1 _-J , I „ !KITCHEN KITCHEN 1 C 1_31' KITCHEN J KITCHEN �- I�l �J ! 32 3 -32 L 1 32 31-3 2 X 4 HEATED CABINS I r � €_ � _ � -- N EHR SPRINKLER RISER _ „ L --6 s 3 o C=) 8 6 8 0 0 6 8 LATE ALL PIPE ViiN j o �- oASk 1�2 FLEW SWITCH -3 1. -3 I �-3 +, t 4-3 1 LJ ATTEN INSUHTIUN � „ _ a I N 0 6 - � 6 o I 1Y2" GATE VALVE w/ T.S. o BEDRU❑�1 `}, -� DEP R❑EM c 00 BEDR❑❑1" BEDS❑Uti1 Ln Ln LO IY21' BACKE❑W PREVENTER LIMING RPH7 i LIVING RDI],ti1 ❑VI1VG RPUM LIVING RUIV I u 11�" SINGLE FRC, xp IY2" GATE VALVE w/ T,S W N Z PIPING INSULATION RISER DETAILPLAIN nts SCALE: 1/4 = f,_011 "' TIAL ' 1 1 4, ''t I ' • t SCALE 3116'=1'-D` O tSi•". s4M1 "'�' 1� • +ss :,: : ►' `•ate ' `1-, : u- i ••E3� a�. Off, MIN_ 5/8" MIN. 1-1/4" DEPTH FS 601 DEPTH F5 601 FIRESTOP SEALANT FIRESTOP SEALANT TEST N -E 1—HR. FIRE RATED �� 2—HR. FIRE RATED �- KEY PLAN �10 __j GYPSUM WALL ASSEMBLY GYPSUM WALL ASSEMBLY nts 1400 CD CC) 3M BRAND FIRE BARRIER OR 3M BRAND FIRE BARRIER OR HILTI FIRESTOP SYSTEMA HILTI RRESTOP SYSTEM UL SYSTEM NO. WL1053 UL SYSTEM NO. WL1054 F RATING = 1 HOUR F RATING - 2 HOURS FLOW TEST 1 HOUR EIRE RATED PIPE 2 HOUR EIRE RATED PIPE STATIC 49 PSI PENETRATION DETAIL PENETRATION DETAIL RESIDUAL 24 PSI FLOW 955 GPM PITOT 8 PSI DATE 7 / 27/2004 TIME 1 :30 PM x BY J EA - G. PATE ti2o N�l 20 PSI @ 1028 GPM �- CENERAL N L L;0 ) SYSTEM TO BE DESIGNED AND INSTALLED IN ACCORDANCE W/ NEPA 13R (1999 EDITION). SPRINKLERS MAY BE OMITTED FROM THE FOLLOWING: ALL PIPE AND FITTINGS TO BE SCH. 40 CPVC UNO. 1 )BATHROOMS WHERE THE AREA DOES NOT EXCEED 55 SQ. FT. AND THE WALLS AND CEILINGS, INCLUDING BEHIND FIXTURES, ARE OF NONCOMBUSTIBLE OR LIMI TED COMBUSTIBLE MATERIALS PROVIDING A 15 MINUTE ALL HANGERS TO BE SPACED IN ACCORDANCE WITH MANUFACTURER'S RECCOMENDATIONS. THERMAL BARRIER. ALL PENETRATIONS TO BE SEALED WITH "HILTI" FIRE CAULK IN ACCORDANCE 2)CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES WITHIN THE DWELLING UNITS WHERE THE AREA OF THE WITH DETAILS PROVIDED. SPACE DOES NOT EXCEED 24 SQ. FT. AND THE LEAST DIMENSION DOES NOT EXCEED 3 FT AND THE WALLS AND CEILINGS ARE SURFACED WITH NONCOMBUSTIBLE OR LIMITED COMBUSTIBLE MATERIALS AS DEFINED BY NEPA 220' ALL UNDERGROUND PIPING TO BE FLUSHED BEFORE CONNECTION TO ABOVEGROUND PIPING. 3)ANY PORCHES, BALCONIES, CORRIDORS, AND STAIRS THAT ARE OPEN AND ATTACHED. MAX SPACING OF SPRINKLERS TO BE 16' x 16' FOR VIKING FREEDOM RESIDENTIAL SPRINKLERS. 4}ATTICS, PENTHOUSE EQUIPMENT ROOMS, CRAWL SPACES, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, AND OTHER ALL UNDERGROUND PIPING TO BE INSTALL BY OTHERS. TRIPLE S FIRE TO START AT 1 '-0" AFF. CONCEALED SPACES THAT ARE NOT USED OR INTENDED FOR LIVING PURPOSES OR STORAGE. ALL WIRING OF DEVICES BY OTHERS. MAINTENANCE OF THE SPRINKLER SYSTEM IS THE RESPONSIBILITY OF THE OWNER. '►z' E C% c 1 0 CITY OF ATLANTIC G2AC4 � ' ' ' N SPARE SPRINKLERS OF EACH TYPE SHALL BE PROVIDED PER NEPA 13R. UNDERGROUND GATE VALVE AND ROADWAY BOX AT THE P.O.S. TO BE BY OTHERS iI.AR 09 2005 Awa JnCk%)nvillet i4irn Ponvention cI' . SITE P LA1 V Bu. 0 ` `°� nts - for reference only �, Z.,10EXCEPTIONS � N TRIPLE S t,IvE PRO INC 729 14 C ❑ ti1MUNWEALTH AVF �uc�Is�larls As NOTED JOCKS ❑ NVIEEE, ECR2 320 904 23 6021. DATE BY REVISIONS SPRINKLER SYMBOL DESCRIP I IDN P R E]J E c T Date 1-9-05 SYMBOL SIZEMAKE MODELFINISH STYLE TEMP K-FACTOR TOTAL LEEIVARD MANOR 0 Scale. ®O 1I2VikingSIN VIS 430 Chrome Recessed 155 QR 4.3 146 Shawn� � c � Drawing No. 0 112" Viking SIN VK 430 Chrome REC. 16' x 16' 155°QiR 4.3 23 FLEET LANDING I IF LEL I L G BLVD. Job No. —177 I IC BEACH, FLLII IA Drawn By K.Y. DESCRIP T ION Checked By PARTIAL PIPING PLAN AND DETAILS Sheet No. TUTAL SPRINKLERS REQUIRED ON THIS CUNTRACT I6S FP I OF 2 I I , „ , �. . .._ , -�„ l�,- 2..—., _. 14' 3" - - - —1 �, ,.,_ 14, -I -- - 141_01 , - 1�,-0 - ; 4 - 0 1 - 14 0 - - - --14 0 1 1 - - -_14`0' - I F d F MNG R❑❑M LIVING ROO �i� BET�R❑❑til rn LIVING RQOM LI ING _RSM �'' BEDR0NM � ' LIVI-NG RUHN RE DRO❑M BEDR❑❑N1 - M----- - - - - BEDR❑❑N1 - - - -- i - - !,_ � �r_92,r 6,_92 , � �b,_-,., - L � 6. � I ��=t If� 00 � _ _ � 1 _ — o - I 4-3 a Q a 4 3 4-3 a o 0 3-5'� -3 o ,. 6,_82„ � 8'_32. �Nj ATH R O I�N1 a KITCHEN KITCHEN 1' cV KIT_CHEN KIm � a LUNGE � KITC' 1EN1 �- — -- _ ! u �l ! 1 a V �1 a I — + -� E=1 o' D L EL �� 1 KEY PLAN BATHR❑O"1 �� 1,D � � � - �� ti BATHR❑❑ti1 �� `� � I -- �N `° - __4 , . k BATITRH0M i -� BATHROC1 BA a - $- - a a- a nts D i C� a o i ri o (y) o O ( ) O , — I ILL_ J - - - - - - - - - - - - - - - J�] I I I I I I I I I ! o • o I o o 0 0 + o + o o o 0 0 o o • o o f s o 1 f I u� o a E o f - I ° J --- I ° - o C RRI ❑RCC ti. _� T - -� l BATHR❑❑P BA RATHR❑❑ 1 `� BA ❑R110, 1 BATHR011M NU S` - ! w s o , ail I -i� • � tr,_ J 1 ' Uo _�., s + U�' „ -6 KITCHEN KITCHEN „ -6 KITCHENf _ 'CiSHE�I L�32 33 32 JANiITQR a 10 0 IN o 3 32. - - -- - ! T ]-� - a o �A D 0 0 0 `� o , . T �4 5 -- 4 41 ti l� 4-3 - � -3 �� _�-- 1 4-3 - LAUND-RY ' ' ,_ ,. 1 ,_ 1 ,r -3 � -- �_- - 1N - IN 1 ,, �U :�1 „ � m C=) 6 9�- - 61-9 -6`9p 92 6r -0 -� 1° 5-11 3 � 1 �. 0 4 F ti: ti - - NURSES + BEDR❑❑M co B`DR❑❑, 1 BEDR❑PM co co BEDROOM In Ln � �v STORAGE � ST❑RF1GE c` M LIVING ROL❑M �9ECHANICAL f 3,-10” — In �n LIVING RPHM LIVING RL❑Ot~1 LIVING RL�O, f ---- - ELECT. I cill HW 8'-0 BATHROOM o BATHR[]❑N1 1�- 8r 0„ Z m U d TI_ Nor r ' o BEDR❑❑,11 BEDR❑❑ti1 `�•. �: j'-' - T1 _ _ - _ `g . o ,' _ I F ❑wr R - o `�' E❑vER-IcvD ; ,i I I I I T � I I I I jl �r A BaTHR❑❑M — - DA I HROqN� � A ,� ,,� � ,, ,. •row Ir I , O Ir _ i 7 , 0 • (� 1� fC • e i^ "' BEDR❑❑�1 r � � BEDR❑❑M o MATCHLINE - __L - MATCHLINE f � C ITB== - � 1 -l0 1- -o -z>� 1�- - -- - ;�� -� 3'-6,. 31_6,1 3,_6rr C C REMOTE AREA #3 I MNG RHLIX KITCHEN o KITCHEN LIVING ROOH DESIGN CRITERIA r� 1 BATHR❑❑M BATHR[111 1 '_0" 10 GPM / 4 HDS. C=) G2� _I WITH -0- GPM INSIDE HOSE DEMAND I AT NODE BOR AND ', LIVING RUQti9 LIVING ROnN - KITCHEN KITCHEN WITH -0- GPM OUTSIDE HOSE DEMAND rn c AT NODE "TEST" _I 3. 6„ ' 3, 6„ -4 3, 6„ BEDR❑❑ti1 1 ` BEDR❑❑M SYSTEM DEMAND o `D A `o � �3 11� �11� 7 6 � 48.3 GPM @ 33.6 PSI � _ 1 1 � v 1 1 � CLOS. CF❑S. d 1 10 �; 11 0 1 10 o `o 1 f21 ❑YER E YER-'� 3,_6,. m i' 11 '�' REMOTE AREA #2 + o o ` �Inj ' �I(v �rcu • ° • �' - DESIGN CRITERIA FOYER FOYER 3`6 `� I . 10 GPM / 4 HDS. - c-� 9 12 13 WITH -0- GPM INSIDE HOSE DEMAND CL❑S, CL❑S. 1" 1" 1 1 1" _ 10-9 AT NODE "BOR" AND ,I 18 WITH -0- GPM OUTSIDE HOSE DEMAND S v 1" r. _ -- '- S - ,-. AT NODE TEST ICU 3 6 3 0 3 6" I f SYSTEM DEMAND --_ - a LIVING RQ❑N1 KITCHEN KITCHEN ❑VINE Ri1OM } 48.6 GPM @ 38.0 PSI o� II II - TI ][ TI BATHR❑❑Y1 BATHR❑Oti1 � �`� (�J0. J 4 f MATCHLINE °, BEDR❑❑�1 BEDR❑❑N1 MAT CHLINE 3 _ - GAT. ERIC G , -11" ==B== ° cc �EC> aNICaL ' _ RESTRQU^l REMOTE AREA #3 DESIGN CRITERIA BATHR❑❑�1 BATHR❑0�1 -- 8` 0" 10 GPM / 4 HDS. � _ cv l WITH -0 GPM INSIDE HOSE DEMAND - k I til AT NODE "BOR" AND I4 - N I REMOTE AREA #1 PARTIAL PIPING PLAN DLSIGN CRITERIA 0 4 -- °o i 10 GPM / 4 HDS. 5 I 1 WITH -0- GPM INSIDE HOSE DEMAND SCALE 3n6•=r-o• A T MODE "BOR" AND '�� ''�� INC, WITH -0- GPM OUTSIDE HOSE DEMAND �� 14PLEIRE �1�O��TI�1V AT NODE "TEST" ' L L I �{ r 1i — �F'~�TH RIN � � �-- ,� 1i � , , � 0 � � 14 C ❑ N'1f�1 ❑ � �� 1T � -� �i "� - �- - - - - _ S I STFM DEMAND . .SACC 'S [] N .�� IL- LC) L11RI � A 32220 - 49 GPM @ 38.4 PSI N DATE BY REVISIONS SPRINKLER SYMBOL DES%RIP i ION P R❑-�E(T ante 1-9-05 SYMBOL SIZE MAKE MODEL FINISH STYLE TEMP K-FACTOR TOTAL LEEWARD MANOR 0 Scale! D B � 11P" Viking SIN VK 430 Chrome ReEesse�l 155°QR 4,3 146 Shown KEY PLAN D ® 112" Viking SI`I VK 430 Chrome REC. W x 16' 155°QR 4.3 23 FLEET LANDING Drawing No. nts I ECET LANDING BLVD, Job No. ATLANTIC BEACH, FLORIDA Drawn By K.Y. DESCRIPTION1 Checked By PARTIAL PIPING PLAN AND DETAILS Sheet No, TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP 2 OF 2 i J I t s if °..1A ;505J I — — _._..__ _____ _ ___..__._________-_ -=•:=_---.—moi 14 v") , 1�1 r) 1. ., 1 . ..._.. L ; � T .I T V l`�DC3�;�E' ,i'...� / 1 ..... �_� ; s_, �.ic''� WW—', / ' , I�,.i. PT6^',O L..E 1 � f . XI T W: EXI5T �r�ll _. J�)5 FPFNCI I EXI5T F.I>I Fav TC,Fe c U 5 E-. EXIST H 0 ;j k , 1 ! , , ! iO�TES= ALL � LECT�;;��,�A _ WIRING TO BF ''IN AGS ORDANGL" '.VI T II "qq NEC,. i'ROVIT)E A,:�G--FAULT Crf�. "IJIT INTEI,:PUl T ER� IN 4. ALL. BEDROOa-1 -� PER ARTICLE 210-�12. �` � F � � I iA a 1 k I C)I �. _._. I .- 1 JNro i-,�) _I-.1 TRu�, I c O r�IT l ;wDIATEL ". ' ,. <.I STING I , AND / ; _..r i-lo IPONENT5 HAT AR- �.; ;w)�- ED AND � `SOT . /4 " `I 11EET THE DIJILDING GORE U5T BE REPk:, ." k EJ � Co N J`T PlIL T 10 vi P 'i 6, i�; f I PROP. 12*W X 28'D MONO FTG. m EM13ED r3>i1 Y INTO F"r�-.. (TYP) Vf I:Ei 3Ai DONT. ra" 4�r CTYp- i llfl'�. 12' REND o TOP DOTTOM AROUND F }:ME.TEP' c3E.1J.D (��1T�4fDE 1 #4 BAR VERT. 48' O.G.I DOWEL PROP FTG TO EXIST. FTG :.- ' `N1� 5 DOWEL`S 1.21 r, 48' O.G. LA D E .:_ U 4' GlONG. SLAID Vj G Y, �~- -_ �, i W1.4 XI W1.4 VJWI , OR �C.�/10 fTT: `�^ I O EN'YVi- OVER G 11fL. VAPOR 7 ,',r 7,, .. , I BAKFIER + GLEAN, ;;OMP FILL XI�T IN Via. ! ,i i WINS:,, 4-! I ' j` .ti. . ..., i .SLA ELEVATION TO MATGI-t C` I / r ;� k I ! c�X!+ T. Hou-E ELEVATION ;0157, N:r � EX15T WI � I n3 ��I`�• T `�L GL r E X1 a T F.1"''_ -� 131 REP h'1 -1 I0 8 FRF.,' i- � I -fx I". 13LOCK F�.)L �DATIOI I � �T , , , CITY OF ATLANTIC BEACH BUILDING OFFICE r EB 1 '7 1006 �� j E` A 1=OUNDA TION S1� RVEF Y eI-`ALL DE PERFORMED AND A (".•OP f OF rmE -- "URVEY SH-ALL BE CN •t hE SITE THE aILDI;vG IN SPEGTC:) �; USE IRIC:UR ._ - "_ ........_. TO FRA.MINC9 fl5PEGT°G't OR, ALL - i ! PROPERTY �x I ,, _ P O tet_D � {{ r\.l � p~Z��.ICER�a �.r'�i�LL r3E E,'� .. •� � � �� i � y c 1 r ^-• _ ! f ( AND A `��'T�ti NG 5TRETC:r` �D FROM I -x I {.. MA KER TO ``1ARKER' I C VE It' Y 5ETDACjK5 I .. �..� �-.........-...�—_.-._.._ ...._..w-,..� --w. .ter...--�. .., .- ..,.. �--.__.._•....--"`. _ - - ..._ —__...__—_.-�..� -_..._........_.......,-._...__._.-..._.... .._.may,..,........_......•.�. ,...__.,._.�,.� ......-,.__..... --.__-�..— �.�._....- ! tF b G A5' IG! a FX15TING ROOT 5P!.rt D A T UIP C Pc 1/8" PEP, F-T. - . _ . �Axa� � • • • '' .• � .�'�_-•.. CD ZZ R i E I + ' �"� � � ? t — � � t ` ( � — •. — E 1,I — - — 3068 FRENGH `` 5TUGGd FIN. V 4A 15T E L L -1 � i N< •I LC5 A N'-!' LJI1 FG K SE E'N 5 ! P!JG TLPAL G DN D I T 10 i`15 E XiSTI NG R AJC=r F'l B EPGL.A55 S I N G L E5 -`-. TO 13 If �IrP�. R T E D TCS THE 13UIL D NG �EPT. � I � � J �^ /,�` ! yrs •� ;C, r �— f �ff Y f'r',k�.G �1. d _._• �.._._,._ . - -- -- _ ._— �_ __._ — — .__] —. t _ f I F5 r , — -- -- 7_:7777=7:7—_— — __-. _ ..... k ttt i s i f r-- , if -- - , T Vill,IN f f i 050 r1U:�0 H 5.' 5050 H 5. 8C.50 H 5. I'lNi F C)0R . Ste- A— i— E V �� T t I X 3' !AG5 EACH GC)RNER 0P i . ........................ 0 0 '-H)T U0TIJ R AL 110 TS 5 E� I. ALL LAPS IN TOP PLATE SHALL 51E A 11I 111UM OF 4' AND NAILED � W/ 12- lGd 00M. NAILS. . ALL WALL S SMALL. DE NAILED AT 3" OR G` 0.C. AS NOTED � N ALL EDGE :-:) AND 12' O.G. INTERMEDIATE W/ Pid COM. BLOCK ALL U �LJPPOP.TLwD E? GE W/ 2 X 4 FI_ATWI SE [.31-Or-1ke'�1G. -IhE/3,R,WA►alae c:I)HAL4 BE '15,/'l`-'l2' CDD rK 7/1(�° 0-SF3. e ti . AL1. GABLE ENDS (HALL �E �ALLC�OI� I" AIY�ING ��i4�D PAGED PEI r��.L //1�' �iia �:� ��• �� i�� ,i�LATI��lG �;� �� c�.G. ON ALL S1,��=PGR1"5 W/ d RING SHANK AT T AGHED DETAIL, 4, DESIGN WIND L-DrADS ARE BASED ON 22004 FI_ - u-ru)mci coDE `�i,rr,-i -5 FLY BUILT UP P.,OOF 5)'5TEM A WIND SPEED OF 120 KF),K 5. 5TRAP HEADER STUDS TO DOUBLE PLATS WITH TI=Pr\o' 14 AT .AGI-t - METAL rl~A�l�ila�� END OF HEADER ANI? FAIL WITH EI S ITCb)---lDd GOM. I' AILS (U.�. -N-) � "aHEADER � IP L � �. L -D L NAILED �� G� �L � 1 x � �,R �� UD � N L , E ' -r2 X JOiz'aT A-r Gw 0-(-/. W/1�cl STAGGElleED. CLIP ur,irr ;o �) tor-_ rriSI"�E ) C) SIMP5ON H3 TIE AND NAIL WITH EIGHT Cb) -10c] GOM. NAILS CUC)N� - f � 7. ALL WINDOWS AND DOOR G MP ONENTS MUST 'h'ITL . � 120 � ,3 t, t'�TAND �, �. MPH .� VINYL FA5GIA � ��'� 1 ��. �� ? WIND LOAD- EXPOSURE TYPE [3 � . , 4 / • . .ate . 2 X 1.D FA5GIA 8: ALL G NNE(. TOR 5 ARE S1111"t-50N OR EQUAL (U-0.N. r'"' t 1 ;i""t,l"' �,� � '""-r1 �. ` — ...-.. r• r !• L -+3 —^,�'h C°t 1 I .x 14 F:l i E L E b l). Zi � � ,, f �t 4 i �W •-._ _. r + . Ri^, `` .. I1'lDC) , , 1 �-. � .i , •. . i� .,Z s•_" {_. }�.f� I }_ �.r �},d.� ` L✓!r'-.!• i 1 lei te' l,��— ..� f'. .r i >..i-� o- E. , :-\ F I , • ¢� !f I I ' i `4 l 1, I ' i 1 � . L { - f t ( 5 r .f9 —_, _. r.- -_ .'•._._.. — --_ -_— - f.__.--_.—.__....� , r' d}�- r �C..+i.a tr�a{•, ,`rF �l_ ��.+ i � s I Ii I �_ 14 f T " I...._.__ __..__..__._ ..-...._- _-._--.._._ ... .._..._•-.._._.._.__- �. __- __— _. _ ..._ . _. -...- ..__ _. fi 0 ft L2, (D C _ Y'" C).Ca. r'7o- .' _ +.` •` _ .. ' �,�. . `' I `m I is If t f Nf/A -'Gs G. N/A 1,(" (�.�''. �;r ��, _ ��` D.G. -__.......... _ . _ .Mp_ __ _ _ �. ____._ __-._. _ ____ __. _ .__ V16 C l-I P� 2 32-v RC, � { 12f I; H/A � U.C. NIA JG 0-G, N/A 24' O-G. WIG 8d NlS ! t N/A r {�& V-µ_e �S/ t E.. . . i ! Y, � rf � 1 ! i Xy /8 F T !h f L 14 t / ice' �� N/A 12" D_G- N/ Ire" U f� NAIL BOTTOM OF SHEETING ``� � �! --� � A.B. a —90' U.C. FOR INSECT CONTROL - 4' DUNG. 5LA13 TIF F; I- l=T G. W/PROP: 1 5'0. �/ 1 r ° a ? ( if, 4 } / y , '• ' r.I � ' ., lyFTG NN/#5 r ' f hf ji fl\ 5 4 1 �[ F 22 r r t ta_1r/ 4+r5 -t1 I `.., .. `, ��;h'`ti `,',. ti,,•,h`y44`� , '\. tom l " ,'r tih, Z #-5 RrBAR CUNT. AROUND -- PEPJ{ `FTEP BEND UlJT$lDIf � p i+ IS)fi � zl, �. - . f: _ E 1 � U E I5 TIN � I N G _._ -� � Cl- Y MJFAT!_AKMC '3EACH ,._ JUL 18 2005 v EAST SERVING WEST SERVING II PANTRY PANTRY II II II APPROVED CITY OF Al LA,r I"IC 3EACH BUILDING OFFICE JUN 2 2 1005 fay; Y , JAN . CLOS. _r I u b ILE COPY 'ti,.rY. G '..KA.'+-Y,.C, iT,.1�wl r•m aW'. Y NEW KITCHEN cla SEE RATH KITCHEN DESIGN DRAWINGS, �� — - 7 '� e :" FS-1, FS-2, & FSM-1 FOR NEW LAYOUT ._ FILE C 1 _ �, � AND DETAILS OF ALL NEW AND EXISTING I r M +KITCHEN EQUIPMENT, HOOD AND FIXTURES. I . . lei' �'a a ,2•-0• ^�z^` 12'•cr � la''� r;-�b I ••1�. rr'�' •, - ., LINE OF EXISTING HOOD ABOVE -- I si(h�uks uY. eir: � r 13 ' FREIGHT _ - .1—n} I t • n r r- a I ELEVATOR . I I !/• • a"�' Id•,4/i '6' 6^,N� 25•x" 4•Ili _�+/r r , n I; t 71 F7/ 0 i T � I �• a o! I ...,T- >_ Li - - - �A a INDICATES EXISTING WALL TO REMAINq, �i INDICATES EXISTING WALL TO REMOVED BE I � - - I � II � � II it II REMOVE ALL EXISTIN I EXISTING SECOND FLOOR PLAN LOCKERS AND BASES I II { { SCALE:Ya° = 1'-0" _ II GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES. 2. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS -- \ SHALL VERIFY ALL EXISTING CONDITIONS AND EXISTING EQUIPMENT AS SHOWN ON ALL DRAWINGS PRIOR TO THE COMMENCEMENT OF ANY WORK. ELEC. CLOS. OFFICE 3. ALL NEW KITCHEN AND PANTRIES WALL, FLOOR, AND E'r :y'ect No 11,) OD Q CEILING FINISHES SHALL BE AS AGREED TO BY `)ate OWNER AND GENERAL CONTRACTOR AND SHALL BE SUBJECT TO NOTE 1. Seal; COOLERS PROVIDE NEW WINDOW IN EXISTING WALL. EMPLOYEE 54 W X 48"H FIXED GLASS SET IN TOILETS HOLLOW METAL FRAME, SET HEAD OF WINDOW AT 6'-10" A.F.F. LIST OF DRAWINGS `' 1, �, REa\�=w= PLAN OF REVISED KITCHEN , r�r��s�,��: SCALE Ya" = 1' 0" A1.1 EXISTING SECOND FLOOR PLAN, REVISED KITCHEN PLAN AND GENERAL NOTES .a( ,')N�!D Fere FSA FLOOR PLAN FS.2 UTILITY CONNECTION SCHEDULE 11 r FSMA EXHAUST SYSTEMS �r J.... ............ W W rLj � Q V Q W EQUIPMENT SCHEDULE Wa to -"Z i V W U � ��'�'�� ❑ p I i IT M QTY DESCRIPTION C14 � ��p� a � I EAST SERVICE STATION WEST SERVICE STATION LI, 4 HANDSINKS a o`" � Q d W ¢ r W � � q 1 ,EXISTING STORAGE SHELVING UNIT a W ; a r= 3. 1 LCT EXISTING ICE MAKER, RELOCATED, W/NEW WATER FILTER A � z Y w W i 4, 1 EXISTING WALL SHELF �.2W Opn, �L,'� z ��61 EXISTING S/S WCJRK TABLE, 30' X 96" ¢ U o 1 72 89 maw r�a � � Zr ZQ EXISTING S/S WALL SHELF 71 O 87 �'a W=��W � �' r az I Lj 7 1 EXISTING S/S WORKTABLE, 30" X 48' 7O 74 86 �� A > �a C3 a N W - 1 EXISTING SLICER, RELOCATED � oJJW U 9. OPEN `` � wLD¢Qz aY 10. OPEN 73 Q-3 � � � c"I-_- OPEN 91 I - 8� 92 "- x Wow¢ W ~ cx JZ: d �7 12. 1 EXISTING HEATED BANQUET CART, RELOCATED 82 84 � ¢ �ca �ALJ Wp 13 1 STORAGE SHELVING UNIT 1 W 79 94 '38 j 14, 1 STORAGE SHELVING UNIT LE 75 ¢p a a �_j 0 n_ , r -, , 83 81 78 77 98 93 ciAx , W(L .. w � r ,-, cn car ¢ n 15. 1 EXISTING GAS DOUBLE CONVECTION OVEN a� r � ��P �v Ge 16, OPEN 85 �"wW.6 co ZLi TT_ cr� co I EXISTING ELECTRIC BRAISING PAN 76 a w w�� o> w vr) is-71 EXISTING GAS KETTLE, RELOCATED r N �� J p 19, OPEN 82 ¢ Lj zx aCZ3DZ � � Hyl i;.w 3/S CHEF'S TABLE W/SINK & DOUBLE OVERS•HELF �'WLj A W``0�,"S 21, 1 LOT EXHAUST SYSTEM W/MAKE-UP AIR ``' � E3 W W W D r 22._. S/S CUSTOM DRAWER BASE W/CASTERS 95 96 97 ¢ > r p Wiz:;� 5- rds3 rr� J ��cnca as E77-1 1 1EXISTING ELECTRIC SLOW COOK OVEN Lj o L � 24 1 EXISTING GAS STEAMER Z C"7 CZJ Com! Qj 2j, . 1 GAS 6 BURNER COUNTERTOP RANGE ## OJ 26, 11 GAS CHEESEMELTER GAS CHARBROILER/GRIDDLE UNIT W/REFRIGERATED BASE 28. 11 _ EXISTING GAS DOUBLE FRYER UNIT V) Z p� d 29, 11 LOT_ EXISTING EXHAUST SYSTEM W/MAKE-UP AIR W c � I 30 1 '_OT 'E.XIST, FIRE SUPPRESSION, RELOCATED & MODIFIED- BY GC Q � © O BUILT-IN HEATED PLATE LOWERATORS 67 60 W r-i W U U 3", '2 TRIPLE HEATED' WELLS W/DRAIN '& WATER FILLER 59 62 �_-, ,_, Q) C5 >1 33 3 HEAT LAMPS 61 ] Q 06 M pq W 34. 1MICROWAVE OVEN 66 11 W G I1 EXISTI%G REFRIGERATED SANDWICH UNIT LLJ 36, 1 I?CTAR'( TCF�STER Q p W > N 37 1 T STORAr` SHEL VING UNIT " ,- -, p p 0 O _ 1 EXISTING 2 COMPARTMENT PREP SINK, RELOCATED 39. 1 EXISTING DISPOSER, RELOCATED 63 o W J J 40, � S/S WORK TABLE, 30' X 60' W/DOUBLE OVERSHELF, CASTERS1842 - - = W d- U Liz 41, _ 1 REFRIGERrITED SANDWICH UNIT W/DOUBLE OVERSHELF 12 2 1 20 Q 42 1 _ PASS-THROUGH SALAD REFRIGERATORO 64 --' - 0, � W i 143.-- - 1 EXISTING MIXER, _RELOCATED 4 1 MOBILE MIRE? TABLE I I 21 58 d L� C� [� = 45, 1 EXISTING W+]'RKTABLE W/SINK, 30' X 84', RELOCATED 49 4Ei I ,ELECTRIC DOUBLE CONVECTION OVEN N FRONT DINE EQUIPMENT ELEVATION . I 411 U_'. ._.. ��.'�HAUST r i�'U�'_ _... _ � 31 65 48 1 � <ISTING lf)BILE r.EA T EJ CABINET, RELOCATED 5 24 I 49�__. 11 �TR►JP-IN HEATED ',JELL I = DISPOSER S/S MOBILE WORKTABL1' 30' X 72' EXISTING E: �� 8 I _ TING MOBILE RAC25 73 ) 5"--, _ �E,XISTING ICE STORAGE CABINET S>� 50 57 17 32 0 'RAG.-_....� i�.L ��NG UNIT o r J .__.. i IS/S MOBILE WEIRK TABLE, 30' X 72' �p p� O STGRACE SHELVING l �4ITS 27 33 o � I . 1 XISTING S/S 3 CEt' PTMENT SINK, MODIFIED I _ j EXISTING 301-ED I?" A13LE 26 0 i o 1`XISTING DISPOSE�:_�.�^__ 60 µl �SIDELOADER W/PREW�'.:. -PART OF ITEM 62 18 35 34 184 1848 p r _i EXISTING PANT LEG _�C I S, MODIFIED j iIGH TEMP' Dlao is '?,:ER '.d/3UILT--IN BOOSTER HEATER l 7 56 i �--- -�-^ - _ 28 BACK LINE EQUIPMENT ELEVATION I� EXISTING S/S CLEAN DISHTABLEV1 4 EXISTING S/S RACK SHEi-F I �65 STORAGE SHELVING UNIT �M W 36 mEXISTING HOSE REEL 6 67 EXISTING MOP SINK 4__ OPEN 4a 42 1a�2 +, i L]PEfJ He-.14DSINK 54 2 SECTION ROLL-IN REFRIGERATOR S/S FILLER TABLE _ 37 38 39 oq344 41 U EXISTING ICE CREAM r REEZER, RELOCATED ~ "7 1 EXISTING S/S WALL MO.INTED STORAGE CABINET cu • _0 j 75 1' ICE STORAGE UNIT W/WATER FILLER 13 1842 07-67d EXISTING SOUP WELLS EXISTING ICE TEA DISPENSER 45 52 (1 17 3,_ 1 DOUBLE COFFEE BREWER/DISPENSER- BY VENDOR r--- 2436 2436 2436 2436 2436 I19, 1 S/S MOBILE SERVICE STATION TABLE co � Revisions By Revision Nate ° JL 04-�2`9=05 80. 1 DRIP-IN DIPPERWELL N N 51 81 1 JUICE DISPENSER- BY VENDOR �' N 30 53 2 S/S DOUBLE WALL SHEL`,!ES 06--28-05 13. 1 _ EXISTING BREAD WARMER, RELOCATED JZ 07-05--05 84. 1 S/S SERVICE STATION TABLE co w 48 , I1 MICROWAVE OVEN- BY ;OWNER N 86. ,.F *.,r HA DSINI� Date: 6--05 I 47 Checked B 87. 1 _ EXISTING ROLL-IN REFRIGERATOR OPEN �. cu ru cu ru O 89, 1 - S/S SERVICE STATION N N DrawnREF3NY 90, ( EPEN � co co I JOHN LE - 91r^I _ 1,` \13 /S WALL MOUNT ;; STORAGE CABINET N Scale: 1 /4"=1 '0" 110E STORAGE `UNIT W/W4TER FILLER i I T'"L:mTEA DISPENSER- BY VENDOR OR P [ A : 51 .DUBLE COFFEE BREWER/DISPENSER- BY VENDOR' .-� '- F[O 1 IS/S DOUBLE WALL SHELVES 2436 2442 2aa2 2a36 OE 1 96__ ��_ -E XISTING SOUP WELLS Sheet Number ;. XISTIN6 UNDERCOUNTER REFRIGERATOR, RELOCATED _--I /S MOBI!..E SERVICE STATION ».i L'p i FT 0 0 D S E R V I C E E Q U I P M E N T S C H E D U L Er W ce Z) �� A Cq ❑ F^^ 0 pr cl ❑pLj r7 � Lk ITEM QTY DESCRIPTION ELECTRICAL PLUMBING REMARKS a N Lj z ¢� WATER WASTE GAS W U o a w J (Y n G/1 (w U U U Z W fm vU JQ�ULd ZU 1-- W (7 a W W W ~ ❑ J ❑ J i Lx.. J Q_ O Z � �W. O O x N CI] Q L�. `1 2 7 4 O 0. Q U 2 0 (n � ZU wZ ¢ ❑wl rz r Vl rZY 0 wW ~ A ❑ U Q r❑ r z i 1 4' HANDS{:.kS 16 1/2 1/2 1 1/2 STUB OUT WASTE AT 14" AFF. 4 LOCATIONS, 3 ARE EXISTING 1 cz o W .6 3 ��„ �' z u cl 2 1 EXISTING STORAGE SHELVING UNIT 2 0r � 4` w- m" w zm 3 1 LOT EXISTING ICE MAKER, RELOCATED, W/NEW WATER FILTER 72 11.3 1 1/2 208 1 X 56 1/2 3/4" FLOOR SINK EXTEND DRAIN TO EXISTING FLOOR SINK. INSTALL WATER FILTER IN SUPPLY LINE 3 , � � H : x pq¢ a 3 � 4 1 EXISTING WALL SHELF 4 x Ce P4 o 5 1 EXISTING S/S WORK TABLE 5 J 6 1 EXISTING 5 S WALL SHELF � ¢ o a w 7 1 EXISTING S/S WORKTABLE 7 t� 3 r r � -jcr� ¢ z E ~ 6 ILO 0z2 � x ED 8 1 EXISTING SLICER, RELOCATED 48 5 120 1 X VERIFY W EXISTING OUTLET 8 z r w 0 LD ¢� w �= � a := m Q3x x 9 OPEN 9 0 _ u Z) p g:4 LJ 0 w 10 OPEN 10 Qm� OL_ LJ<; J 11 OPEN 11 `�W � � �-' JA0- LJ a 12 1 EXISTING BANQUET CART, RELOCATED 48 13.7 165OW 120 1 Ix VERIFY W EXISTING OUTLET 12 Li P z a W CL ow 13 1 STORAGE SHELVING UNIT 13 ," z V) p r L,¢ ¢ w ❑ 14 1 STORAGE SHELVING UNIT 14 Lj cJ w Lo ❑w cam o m w C4 15 1 EXISTING GAS DOUBLE CONVECTION OVEN 16 EA 1 /2 120 1 X 12 3/4 120,000 NAT GAS VERIFY W EXISTING OUTLETS AND EXISTING GAS CONNECTION 15 r 0- z -� H- w 11 00- V5 16 OPEN 16 a ¢ ac �zbzz 0 17 1 EXISTING ELECTRIC BRAISING PAN 16 7.4 KW 208 X VERIFY W EXISTING CONNECTION 17 W p Z W``0 a cue z 18 1 EXISTING GAS KETTLE, RELOCATED 16 2 120 1 X 14 1/2 2" FLOOR SINK 1 2 100,000 NAT GAS 18 a H -z �_- �-J N � = r 19 OPEN 19 z :c - OYZ - LJ r F- as3 rra3w❑ 0n 0- 20 20 1 ____S/S CHEF'S TABLE 6 V 1201/208 1/3 X 6 1 2 1/2____ 1 1/2" FLOOR SINK VERIFY AMP LOAD WZ 5 S FABRICATOR. SINGLE PT. POWER CONN. VERIFY W EX. WATER SUPPLY AND EX. FLOOR SINK 20 U In +- 21 1 LOT EXHAUST SYSTEM W/MAKE--UP AIR 86 10 1 1/2 208 1 X INTERWIRE BETWEEN FAN ON ROOF AND CONTROL PANEL ON HOOD 21 Z o LF) CL) 1 MAKE-UP AIR FAN 86 5.6 3/41208 1 X INTERWIRE BETWEEN FAN ON ROOF AND CONTROL PANEL ON HOOD '-' nj 22 1 S/S DRAWER BASE W CASTERS 22 --+ a; 23 1 EXISTING ELECTRIC SLOW COOK OVEN, RELOCATED 16 28.8 600OW 208 1 Ix1 LD Q!� E 24 1 EXISTING GAS STEAMER W NEW WATER FILTER 116 2.5 120 1 X 114 3 1 1/2 FLOOR SINK 90,000 NAT GAS VERIFY W/EXISTING POWER, WATER AND GAS CONNECTIONS. INSTALL WATER FILTER IN SUPPLY LINE 24 '� t- U (D 25 1 GAS 6 BURNER COUNTERTOP RANGE 112 3/4 1180,000 NAT GAS 25 '� � LLJ (aj Ll Lf-) � U 26 1 GAS SALAMANDER BROILER 12 3/4 30,000 NAT GAS VERIFY IF INTERPIPED W ITEM 27 26 � ?- U 27 1 GAS CHARBROILER/GRIDDLE W/REFRIGERATED BASE 16 9.2 1 /3 120 1 X 12 3/4 87K & 90K NAT GAS 2 GAS CONNECTIONS REQUIRED 27 LTJ LLJ S C:� 28 1 EXISTING GAS DOUBLE FRYER 12 3/4 220,000 NAT GAS VERIFY EXISTING GAS CONNECTION 28 U J i!� U L.L.. >, 29 1 EXISTING EXHAUST SYSTEM W MAKE-UP AIR VERIFY EXISTING CONNECTIONS 29 C5 _ 75 30 1 LOT EXISTING FIRE SUPPRESSION, RELOCATED & MOD.- BY GC 86 15 120 1 X - U ° CL �_ � _ 30 Q C�7 � C:> qLJ S 31 2 BUILT-IN HEATED PLATE LOWERATORS 3.8 450W 120 1 X POWER SUPPLY FROM PRE-WIRED, SINGLE CONNECTION CHEFS TABLE, ITEM 20 31 W 32 2 TRIPLE HEATED WELLS,.W/DRAIN`'& WATER FILLER 7.5 EA 270OW EA 208 3 X 16 1 1/2 1" FLOOR SINK POWER SUPPLY FROM ITEM 20. 2 DRAINS BTC. VERIFY EX. WATER SUPPLY AND EX. FLOOR SINK 32 cy- � CD � CL) � 33 3 HEAT LAMPS 1725W EA 208 1 X POWER SUPPLY FROM PRE--WIRED, SINGLE CONNECTION CHEFS TABLE ITEM 20. 3 UNITS 33 Q f� -3 7 34 1 MICROWAVE OVEN 13.4 100OW 120 1 11 1 POWER SUPPLY FROM PRE-WIRED, SINGLE CONNECTION CHEFS TABLE, ITEM 20. 34 ❑ Z CD CY) 35 1 EXISTING SANDWICH UNIT, RELOCATED 8 li/4 120 1 X POWER SUPPLY FROM PRE--WIRED, SINGLE CONNECTION CHEFS TABLE, ITEM 20. 35 L` Q L -J 36 1 ROTARY TOASTER 16 3.3KW 208 1 X POWER SUPPLY FROM PRE-WIRED, SINGLE CONNECTION CHEFS TABLE, ITEM 20. 36 = CL Cc __y I <_ 37 1 STORAGE SHELVING UNIT 37 I- d- U -'Zt � 8 11 EXISTING 2 COMP PREP SINK, RELOCATED 16 1/2 1/2 1 1/2" FLOOR SINK VERIFY W/EXISTING WATER SUPPLY AND DRAIN CONNECTION 3.5cl CT, c5 � 39 1 1EXISTiNG DISPOSER, RELOCATED 16 2.2 1 208 3 X 14 1/-2- 1 1/2 VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 39 9, !J_J 40 1 S/S WORK TABLE 40 ' 41 1 REFRIGERATED SANDWICH UNIT - 16 10.5 li 2 120 1 Ix 11 41 ! 42 1 PASS-THROUGH SALAD REFRIGERk TOR 84 9.4 11 3 120 1 X SUGGEST FLEX CORD FROM CEILING 42 43 1 EXISTING MIXER RELOCATED 16 8 120 1 X 43 1 S/S MOBILE MIXER TABLE _ _ 44 45 1 EXISTING WORKTABLE W SINK, RE �CATED 16 1 2 1 2 1 1/2 45VERIFY W./EXISTING WATER--ZUEELY AND DRAIN CONNEQjIQN 46 1 ELECTRIC DOUBLE CONVECTION OVEN 16 70 25KW /2 EA 208 3 IX _ 46 1 j 47 1 L'O'T EXHAUST HOOD TM 86 6.3 1/2 ' 120 1 X � INTERWIRE BETWEEN FAN ON ROOF AND CONTROL PANEL ON HOOD -�' 47 48 1 EXISTING MOBILE HEATED CABINET, RE!OC +TED 16 15 120 1 X 48 i 49 1 DROP-IN HEATED WELL 4.3 90OW 208 1 X 1 2 FLOOR SINK POWER SUPPLY FROM PRE-WIRED, SINGLE CONNECTION CHEFS TABLE, ITEM 20. VERIFY EXIS, FLOOR SINK 49 _5 50 1 DISPOSER 16 6.2 1 1/2 208 3 X 14 1/2 2 50 51 1 S S MOBILE WORK TABLE 51 52 1 EXISTING MOBILE RACK 52 53 1 EXISTING TGE CREAM STORAGE CAF:INET, RELOCATED 116 7.3 11/3 120 1 X 53 54 1 STORAGE SHELVING UNIT 54 55 1 S/S MOBILE WORK TABLE 55 56 2 STORAGE SHELVING UNITS 56 lJ 1u 57 1 EXISTING 3 COMP SINK, MODIFIED ^fit RELOCATED 14 1/2 1 2 1 1/21 BTC DRAINS WITH DRAIN FROM ITEM 50, DISPOSER. 2 WATER CONNECTIONS 57 5g1 1 EXISTING SOILED DISHTABLE 14 1/21 1/2 1 1/2 VERIFY W,/EXISTING WATER SUPPLY AND DRAIN CONNECTION 58 d 59 1EXISTING DISPOSER 116 120/208 1 X 14 1/2 2 VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 59 30 1 - SIDELOADER W/PRE-WASH- PART OF ITEM 62 60 61 1 LOT EXISTING PANT LEG DUCTS 61 lJ 62 1 HIGH TEMP DISHWASHER W BUILT-iN BOOSTER HEATER 66 136 3.3 208 3 Ix 1 160 3 4 1 1 2" FLOOR SINK VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 62 I -- 83 1 EXISTING S S CLEAN DISHTABLE - 63 64 1 EXISTING S/S RACK SHELF fi4 L 65 1 STORAGE SHELVING UNIT 65 d 66 1 EXISTING HOSE REEL 72 1/2 VERIFY W EXISTING WATER SUPPLY 66 W �= 87 1 .EXISTING MOP SINK 36 1/2 1/2 2 VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 67 Q Fg OPEN 68 69 OPEN 69 _O 1 70 . 1 HANDSi K 16 1/2 1/2 1 1121 VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 70 -t 71 1 2 SECTION ROLL--IN REFRIGERATOR 78 11.8 1/2 120 1 X VERIFY W EXISTING OUTLET 71 ~ 72 1 S/S FILLER TABLE 72 v 73 1 EXISTING ICE CREAM FREEZER, RELOCATED 16 8 1/j 120 1 X VERIFY W EXISTING OUTLET 73 74 1 EXIST'NG S/S STORAGE CABINET 74 O 75 1 ICE STORAGE UNIT W WATER FILLER 116 1/2 1" FLOOR DRAIN VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION. 2 DRAINS, BTC 75 76 2- EXISTING SOUP WELLS 148 8 EA 120 1 X VERIFY W EXISTING OUTLETS 76 1 Revisions 77 1 EXISTING ICE TEA DISPENSER 77 By Revision Note 78 1 DOUBLE_COFFEE BREWER/DISPENSER- BY VENDOR 48 530OW 208 1 X 48 _L/2 VERIFY W EXISTING OUTLET AND EXISTING WATER SUPPLY. BY VENDOR-- VERIFY REQUIREMENTS 78 79 1 S/S SERVICE TABLE _ 79 -•--�- g0 1 _ DROP-IN DIPPERWELL 16 1/2 1 1/2 FLOOR DRAIN VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 80 + I 81 1 JUICE DISPENSER- BY VENDOR 148 10 120 1 X 148 1 1/2 VERIFY W EXISTING OUTLET AND EXISTING WATER SUPPLY. BY VENDOR- VERIFY REQUIREMENTS 81 1 82 2 S/S DOUBLE WALL SHELVES 82 -� 83 1 EXISTING BREAD WARMER, RELOCA-ED 116 3.8 45OW 120 1 X VERIFY W EXISTING OUTLET 83 84 1 S/S SERVICE TABLE 84 Date: 7-05-05 1 MICROWAVE OVEN- BY OWNER 48 15 120 1 X VERIFY W EXISTING OUTLET 85 `� 85 Checked B 86 1 HANDSIP�K 16 1 2 1 2 1 1/2 VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION 86 ` , Drawn B -� 87 1 EXISTING ROLL-IN REFRIGERATOR 78 10.6 1/3 120 1 X VERIFY W EXISTING OUTLET 87 `� y 88 OPEN _. 88 1 JOHN ZEREBNTYm .� 89 1 S/S SERVICE TABLE 'S 90 OPEN - 90 89 91 1� EXISTING S/S WALL MOUNTED STORAGE CABINET 91 UTILITY CONNEC 1'IoN 92 1 ICE STORAGE UNIT W WATER FILLER 116 1/2 1" FLOOR DRAIN VERIFY W EXISTING WATER SUPPLY AND DRAIN CONNECTION. 2 DRAINS, BTC 92 93 11 ICE TEA DISPENSER- BY VENDOR 93 S C H E D U - _�� 94 1 DOUBLE COFFEE BREWER/DI SPENSER- BY VENDOR 48 530OW 208 1 1 Ix 48 1/2 VERIFY W EXISTING OUTLET AND EXISTING WATER SUPPLY. BY VENDOR- VERIFY RE UIREMENTS 94 95 1 S/S DOUBLE WALL SHELVES Sheet Number 95 96 2 EXISTING SOUP WELLS 48 18 EA 120 1 X VERIFY W EXISTING OUTLETS 96 97 1 EXISTING UNDERCOUNTER REFRIGERATOR, RELOCATED 16 7.5 _1/4 120 1 X VERIFY W/EXISTING OUTLET 97 98 1 S/S SERVICE TABLE 98 99 OPEN 99 + 100E OPEN 100 j I ......... J Lj LL W j ¢ U� < LJ :D a X LJ .� IJP � CjoH_V)~ LLQ U LJ L) t4 0 Z (.) G C1 i ,U < Z <!a a. LJ W � X J q CL () ZL ' <1 LLJ Ldz mm GO2 U < Q 0 `C _j -- HOOD INFORMATION L_ 3 PQ Imo, a v -- G2 � QJ GN < Z MAX, EXHAUST PLENUM SUPPLY PLENUM Lj HOOD H?��I-N I SWITCHES Z Lj I' m a l lj HOOD MODEL LENGTH COUK'NG f k( ) RIS�k(S) END TO ON HOOD IOTA I:_ 1'OTA CUNSTRUCTIDN RDW z "O' I TEMP, 'EXH, CM VI 7—H L€N DIA, SUP, LM rr:D ii LNC D4A. M S•P. END UAN Y L A I❑ ~ " C7 a CD ~ C7 � Li 1 5424 14' 000'Nan 450 3500 14' 24' 3500 -0.578 2800 430 SS 1 Light Fact Le Ftmmx Z Z C] p r,D-PSP--F 114' 0.50'QD Deg, Where Exposed 1 Fan G ' W zd T I I I - ¢ CC L) :r 5424 4' 6,00'Non. 300 11' 11' 788 -0,291 304 SS ® OL � ] V) G ir-G , T 4 r-'- 3.0 00 CY w I Frt U ED 2 I VHI 4' 6,50'C1D Dep, 788 0 100Y. Com] 7,0 00 IJ > Pa C7 I C3 0 a 14.00 G W0 xJ w GGD INFORMALLY 27. 00o d � � � -' L� a�� ¢ w FILTER(S) LIGHT(S) UTILITY CABINET(S) FTRE I I Ce Cr U. Y HOOD-ry WIRE -rME"SYST _ f I� a SYSTEMWEIGHT _—e4,0000•-�-- 4 3 Mme- NO. TYFE QTY HEIGHT LENGTH QTY TYPE GUARDLOCATION TIF SIZ ML"DEL k QUANTITY LOCATI N PIPING Li Q J 4 W a F 4 1 Aiurt. Baff;e W/ Handles 3 16' 16' 4 Incandescent Light NO YES 870 UL. Listed incandescent U ht Hood N2 ~ Z W C3 <r w ~ _ 5 16' 20' LBS, 54, 000 Hood kl 0 11.1— 34. 000 w ( Jil W w., 0 U Ui � L7 G] I `' Aluminun Mesh�1 16' 16' 0 NO 98 C2 w Ca" LJ ❑ w _ LBS, � m0 F- r-, (Y � > � J � 1,00 CC (4 LL W J Q u W FAN INFORMATION ® w V) a �� x � LL w1- " CLO � � ¢ X 71, U rJ EXHAUST FAN SUPPLY FAN CLZ <r N G W 3 U Xz IT FAN UNIT MODEL k LU W 0 � � M- ¢ U ❑ p, MODEL TAG CFM S.P. RPM M.P. 0 VOLT F'LA Rt_DWER HOUSING TAG CFM S,P, RPM H,P, 0 VOLT FLA od o� 7 -a 1•- <I w NCA16F A L7 G La L7 Li G w Lj LY C3 QQ LJ 0 JCAI6FA 3500 -1.000' 1163 1.500 1 2U8 10,0 z X z H � w J — 12, 000 !0, 00 l0, U 10, 00 0 r 17 �/J a- gyp- otS x -� DU50HFA DU50aFA 788 -1.000' 1289 O,SUO 1 115 6.3 6,0 00 6A Op 6.0 00 7,000 7000 ¢ d Q Q Z LU NSAU,2-G12 Q W FLJ- = f/)LJ Lk In 7- " 2 3 012 NSAU,2 2800 0,600' 716 0,750 1 208 5,6 4.000 4,400 4000 j i 1 I cna � c„ w� 7-wLLjL4 � r 4,0000 X4,000 6A0'Non./4' 6,50.0 Q OL �Z ; W J 0 PLAN J - 4' 6,00' LONG 5424V. i.-- a D r� J LL Z) v' C5 o- a I 56,0000 --1 - -- 56.0000 1 28,000 i 4' 0,00'Nor1./14' 0,50'0 �) Ln PvCAFA SERitS lJ'PF3LA i E;<HAI�;; �T FANS c]) W ---- FF�;RF �) PLAN YIE'4 - 14' 0 00' LONG 5424ND-_PSP-F - ROOF MOUNT E D FANS - RESTAURANT MODEL I� VENTED CURB UL 762 G UL 705 ', y _�._ ---- - WEATHERFRJOF DISCUNPJEC' E `+ W - THERMAL OVERLOAD PRUTECIION �4 U E - HIGH HEAT OfiERATIUN (4U0'F) L (� - GREASE CLASSIFICATION TESTING, �{11gMP.L j�iF'EF:AlUkE TEST 4 F- -- 0 U F AL M0NI2EDESTEEL W HT -_"-` EXHAUST FAN MUST OPERATE CWNTINUOUSLY CONSTRUCTION Qay� +y X U a) WHILE EXHAUSTING AIR AT 400'F (204'C) 3' CONTINUOUS FLASHING F UNTIL ALL FAN PARTS BANE REACHED L1j r-i >, '� - THERMAL EQUILIBRIUM, AND 'WITHCTUT ANY ROOF OPENING DIMENSIONS � J q L� DETERIORATING EFF-ECTS TL7 THE FAN loHICH (D-2) X (D-2) 73 `WOULD CAUSE UNSAFE UPEnATIUN, M r GREASE DRAIN <>D EXHAUST RISER � 1 cnp A.BN!iRMAI � E_ ]UT FULL !. J.� EXHAUST FAN MUST OPERATE CONTINUOUSLY `FULL LENGTH J Q B WHILE EXHAUSTING BURNING GREASE VAPORS / ANGLE (TYPICAL) lj AT 600'F (315.0 FOR A PERIOD OF EXHAUST RISER •_0 QJ [� ---- R — 15 MINUTES WITHOUT THE FAN BECOMING 100W VAPORPROOF .�.� � DAMAGED TO ANY EXTENT THAT COULD CAUSE INCANDESCENT LIGHT �- Q LLJ -�-> F--- _ AN UNSAFE CONDITION, OPTIONAL. DAMPER, FIRE/VULUME ASSEMBLY FILTER Z O � m OPjIU N S:_ FOR PITCHED ROOFS. HANGING ANGLE ,w VOLUME ONLY OR ALUMINUM MESH 24' - � PITCHED ORBS ARE AVAILABLE 7 GREASE CIDP 30' 4,5 VOLUME ONLY DAMPER C� (� 5 --- HINGED FAN SPECIFY PITCH. 12 3' UNINSULATED STANDOFF 6' HEIGHT = 2.75" IJP Lr-) - C - --'I EXAMPLE 7/12 PITCH + 30' SLOPE 12. co 12' U j IT IS THE RESPONSIBILITY - " CLASSIFIED 24' NDM 16U.L. OF THE ARCHITECT/OWNER TO 4 Q ENSURE THAT THE HOOD CLEARANCE BAFFLE-TYPE —� CT L.L„� FROM LIMITED-COMBUSTIBLE GREASE FILTERS 23.5Y. OPEN � CENTRIFUGAL UP-BLAST EXHAUST FANS DIMENSIONAL DATA CURB DIMENSIONAL DATA STAINLESS STEEL _ AND COMBUSTIBLE MATERIALS FAN MODEL iT d� B C F R RD WEIGHT FAN MODEL D E IS IN COMPLIANCE WITH PERFORATED PANEL LB LOCAL CODE REQUIREMENTS ":jPED GREASE DRAIN A16FA 31 1/2 ; 37 tit 2 28 26 18 3/4 24 190 NCAI6FA PS 1/2 20 FH REMOVABLE CUP _ \ i 33' MIN . 48' MAX 2,)EA ST -. EQJIPMENT I FEATURES: - � - ROOF MOUNTED FANS D BY OTHERS - RESTAURANT MODEL - UL 762 OR 7U5 VENTED CURB 78' TYP. - AMCA AIR AND SUUND I WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PRUTECTIUN E r{ DIRECT DRIVE _� V SPEED CONTROL MOUNTED AT FACTORY �C GREASE EXHAUST CLASSIFICATION TESTING EQUIPMENT � v NORMAL TEMPERATURE _T•EST B1 OTHERS -� EXHAUST FAN MUST UPERAIE CONTINUOUSLY L WHILE ALL FA PA AIR AT RE CED 20 GAUGE UNTIL ALL FAN PARTS HAVE REACHED ALUMINIZED STEEL CD c) __ M 1HERMAL EQUILIBRIUM, AND WITHOUT ANY CONSTRUCTION DETERIORATING EFFECTS TO THE FAN WHICH I W R '� 'WOULD CAUSE UNSAFE OPERATION 3' US B FLASHING ABNORMAL F ARE-.1UF?TEST 1SEQ11ON A MODEL 5424--VIil EXHAUST FAN MUST OPERATE CONTINUOUSLY ROOF OPENING DIMENSIONS - WHILE EX14AUSTING BURNING GREASE VAPORS (D-2) X (D-2) AT 600'F 015'0 FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING <CD D _ C DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITIUN. PITCHED CURBS ARE AVAILABLE SECTION VIEW - MODEL-5424-ND with PSP Accessory U - OF'IONA!_ GREASE CUP A'v AILABLE FOR PITCHET, ROOFS. 4 i SPECIFY PITC 9, EXAMPLEi 4/12 PITCH 1 W I CENTRi WIRING LEGEND FIRE ALARM DEVICE LEGEND A — 18/2 FPL TWISTED SHIELDED JACKETED ADDRESSABLE LOOP (RED) FAGP 1 XLS-500 FIRE ALARM CONTROL PANEL B — 14/2 FPL TWISTED SHIELDED JACKETED SIGNAL CIRCUIT (YELLOW) FATC 1 FIRE ALARM TERMINAL CABINET C — 16/2 FPL TWISTED JACKETED SPEAKER CIRCUIT (BLUE) PAD 1 PAD-3 AUXILLARY POWER SUPPLY D — 18/2 FPL TWISTED SHIELDED JACKETED ANN DATA (ORANGE) VOICE 1 VOICECOM VOICE PANEL ' E — 14/2 FPL TWISTED JACKETED ANN POWER 24VDC (BROWN) ANN 1 SSD REMOTE ANNUNCIATOR F — 16/2 FPL TWISTED JACKETED VOICE TRIP (BLUE) 0 3 HFP-11 SMOKE DETECTOR R - RELAY BASE ` mm G — DX 62.5/125 MIC 6 STRAND FIBER NETWORK ® 0 AD-11 DUCT DETECTOR 2B s-"- 5 HFPT-11 SMOKE DETECTOR sP-°t- taco � H 8,2C a -— R - RELAY BASE aim " 0 1 HMS—S SINGLE ACTION PULL STATION tw 15M 2C 1A,1B,1C °-°i-4 ® 1 HTRI ADDRESSABLE RELAY J " Do 1 HTRI—D MONITOR MODULE (DUAL) • ®4 16 21 SPEAKER STROBE (WALL MOUNT) �, ,1c 1A,1B,1c t t 16 STROBE (WALL MOUNT) —MHU HORN WA MOUNT) 2G 1 U ,1D,1E,1F GENERAL NOTES (WALL �F Iml lF 1E,VOICE P 1. SYSTEM SHALL BE INSTALLED PER NFPA 72, NFPA 101, NFPA 90A, NEC AND ALL OTHER APPLICABLE _ 1 _ ANN V - A STATE AND LOCAL CODES, AND AS PER MANUFACTURERS RECOMENDATIONS. S-°'-'2 E.O.L. DEVICE 1A IBM �-7 Iw ' 1A,2c,1B,,D,1E,1F ' MOUNTING HEIGHTS P1A TM 2. 120 VAC FRCP POWER SHALL BE OBTAINED FROM A DEDICATED UNSWITCHABLE SOURCE, AND THE ;IGNAL CKT #01 (S-01) , �-w ,_q CIRCUIT BREAKER SHALL BE PAINTED OR MARKED RED, AND DENOTED "FIRE ALARM". FACP 72" TO TOP A.F.F. la"-ai 1A,1B,1c �°'�2 3. ALL SMOKE DETECTORS FATC FIELD VERIFY ,5co ,meq - w/p 0 TE ORS SHALL BE MOUNTED A MINIMUM OF 3 FEET FROM ANY HVAC DIFFUSERS D t1 t 4. ALL SHIELDS SHALL BE CONTINUOUS AND FREE OF ANY GROUND LOOPS. SHIELD TERMINATIONS SHALL PAD FIELD VERIFY S R J 1A,26,2C P s-a_, BE AS PER MANUFACTURERS RECOMENDATIONS. VOICE 72" TO TOP A.F.F. o 5. CONDUIT AND WIRE ROUTING ARE SHOWN FOR INTENT. ACTUAL ROUTING MAY DIFFER TO ACCOMMODATE ANN FIELD VERIFY O ® H ' FIELD CONDITIONS. DEVIATIONS WILL BE REFLECTED ON AS-BUILT DRAWINGS. • R 0 CEILING MOUNT APPROVED CITY OF ATLANTIC BEACH o A,1c, E,1F 1 1 6. ALL WIRING SHALL BE FREE OF IMPROPER SPLICES (4 OR LESS WIRES UNDER ONE WIRE NUT). BUILDING OFFICE I � DUCT MOUNT �-, (1A,1B,1C) 7. DEVICE AND PANEL LOCATIONS ARE APPROXIMATE. ACTUAL PLACEMENTS TO BE COORDINATED IN FIELD. SEP 19 1008 0 1B,2C 1 c "_9 1A 1A,1B,1 0 CEILING MOUNT 1B,2c + S-i2-3 ,sco ,g t-0' s o —033 FINAL PLACEMENTS WILL BE REFLECTED ON AS—BUILT DRAWINGS. J 1A 4B a R 1A,1B,1F P �, By: txo H a t_ , ❑ 48 A.F.F. TO TOP 8. ALL JUNCTION BOXES ABOVE THE CEILING CONTAINING FIRE ALARM WIRING SHALL BE MARKED OR °'�"'�" b � S D,1E,1F PAINTED RED. 1q,1 R R R b C TO EXISTING F/A 0 FIELD VERIFY raft � 1A FIBER NETWORK STRANDS ® ®p FIELD VERIFY �� - VATOR OL RELAYS cam 80" TO BOTTOM A.F.F. Isco � IMARY RE (1-030) AM REC 1-031) 80" TO BOTTOM A.F.F. FIRE HAT ( j P 5-0-8 ❑4 90" TO BOTTOM A.F.F. ep SP-01-U Ll 1A,1B,1C ,w mmM MAMM 1A 1A 28,2C 1A -° E.O.L. DEVICE P w-u SIGNAL CKT2 (S-02) ADMESSABLEDEVICES w/p 1C , I CD s—rt—ts 1-001 THRU 1 -060 sp 1A,1B,1C2W 310 2w 9 is 3 IA P t-aw • SIGNAL D CKT.E#03 (S- E.O.L. DECD SIGNAL CIRCUITS 1 B,1 C J R t A SPEAKER CKT X01 (SP-01) SIGNAL CIRCUIT #01 (S-01) [IF 1A,18,1C SIGNAL CIRCUIT #02 (S-02) • • IT] S-4>2 14 28 2 SIGNAL CIRCUIT #03 (S-03) J SPEAKER CIRCUIT #01 (SP-01) ,1C 1A,1B,1C I P 211—„ • 0 O �7_ 21 �1 A , J H I B,1C "-is "n 17 WIS 1A 15M1'4,18, 2W 1A,18,1C 2W rool. 1 B,1C 16 P 1-02 P 1A P 1A ❑ s-oa-Il sa-°t-tiw ° O ° `"M 1B,1C .". A_ E 101 - x IM r 4 Q s. I SPS-M-12 1A,1B,1C 1B,1C _ P J S. >s� 2w �u 0 D 2B 1 J( uwxc /F4500J J t-i35 ° KITCH 1A,2B C fin -; Er I5a Iw I-° 1A ° FIRE ALARM FLOOR PLAN DI • O SCALE: 1/8" = 1'-0" w.W. NORTHGAY ENGINEER OF RECORD: momSimes&Rosch,LLC AI CONSULTING ENGINEERS 30152 Hartley Road,suite#2 ENGINEERING Jack—vffie,FL32757 FL Cem of Auth,8107 Ph:M4)2&3031 Far.(904)260.9273 THIS DOCUMENT IS FOR PERMIT ONLT St - 2:13pm] WIRING LEGEND FIRE ALARM DEVICE LEGEND A — 18/2 FPL TWISTED SHIELDED JACKETED ADDRESSABLE LOOP (RED) FAQ' 0 XLS-500 FIRE ALARM CONTROL PANEL B — 14/2 FPL TWISTED SHIELDED JACKETED SIGNAL CIRCUIT (YELLOW) FATC 0 FIRE ALARM TERMINAL CABINET C — 16/2 FPL TWISTED JACKETED SPEAKER CIRCUIT (BLUE) PAD 0 PAD-3 AUXILLARY POWER SUPPLY D — 18/2 FPL TWISTED SHIELDED JACKETED ANN DATA (ORANGE) volcE 0 VOICECOM VOICE PANEL E — 14/2 FPL TWISTED JACKETED ANN POWER 24VDC (BROWN) 0 SSD REMOTE ANNUNCIATOR F — 16/2 FPL TWISTED JACKETED VOICE TRIP (BLUE) 0 1 HFP-11 SMOKE DETECTOR R e RELAY BASE G — DX 62.5/125 MIC 6 STRAND FIBER NETWORK 0 6 AD-11 DUCT DETECTOR Q 1 HFPT-11 SMOKE DETECTOR AMW R s RELAY BASE s-4-a © 1 HMS—S SINGLE ACTION PULL STATION eco Q 6 HTRI ADDRESSABLE RELAY —02-4 ®0 0 HTRI—D MONITOR MODULE (DUAL) 1w310 ®4 5 SPEAKER STROBE (WALL MOUNT) 5 STROBE (WALL MOUNT) _[ 4 0 U—MHU HORN (WALL MOUNT) S0h4 10' WP WEATHER PROOF �01L'IyifY/ — GG 15CD W 28 z 3 z T GENERAL NOTES MOUNTING HEIGHTS AA Aj2Q 26 1. SYSTEM SHALL BE INSTALLED PER NFPA 72, NFPA 101, NEPA 90A, NEC AND ALL OTHER APPLICABLE FRCP 72" TO TOP A.F.F. P ,. 1A 1A,1B,1C 1A,1B,1C 1A,18,1c STATE AND LOCAL CODES, AND AS PER MANUFACTURERS RECOMENDATIONS. J J J J FATC FIELD VERIFY —5 1-013 z 1A,2B,2C 2. 120 VAC FACP POWER SHALL BE OBTAINED FROM A DEDICATED UNSWITCHABLE SOURCE, AND THE PAD FIELD VERIFY 6,1c 11 1A,2B 11' 1A 1 1 CIRCUIT BREAKER SHALL BE PAINTED OR MARKED RED, AND DENOTED "FIRE ALARM". volcE 72" TO TOP A.F.F. 11 AM. 15M z S R3. ALL SMOKE DETECTORS SHALL BE MOUNTED A MINIMUM OF 3 FEET FROM ANY HVAC DIFFUSERS ANN � Q FIELD VERIFY 21N s-wl4. ALL SHIELDS SHALL BE CONTINUOUS AND FREE OF ANY GROUND LOOPS. SHIELD TERMINATIONS SHALL 1A sp-m-1 BE AS PER MANUFACTURERS RECOMENDATIONS. CEILING MOUNT H ' ON 15M I DUCT MOUNT ME 1 5. CONDUIT AND WIRE ROUTING ARE SHOWN FOR INTENT. ACTUAL ROUTING MAY DIFFER TO ACCOMMODATE FIELD CONDITIONS. DEVIATIONS WILL BE REFLECTED ON AS—BUILT DRAWINGS. ) CEILING MOUNT R S R p J F C 6. ALL WIRING SHALL BE FREE OF IMPROPER SPLICES (4 OR LESS WIRES UNDER ONE WIRE NUT). CO 48" A.F.F. TO TOP 1A,1e,1c 1A,18,1c (F1A,B 1C) 7. DEVICE AND PANEL LOCATIONS ARE APPROXIMATE. ACTUAL PLACEMENTS TO BE COORDINATED IN FIELD. ® FIELD VERIFY FINAL PLACEMENTS WILL BE REFLECTED ON AS—BUILT DRAWINGS. E.O.L. oEvtcE 1A ®o FIELD VERIFY SIGNAL 1-40L CKT. X04 (S-04) 8. ALL JUNCTION BOXES ABOVE THE CEILING CONTAINING FIRE ALARM WIRING SHALL BE MARKED OR ®4 80" TO BOTTOM A.F.F. E.O.L. DEVICE PAINTED RED. SPEAKER CKT. #02 (S-02) A 1� 80" TO BOTTOM A.F.F. z S/0R A"" C�4 90" TO BOTTOM A.F.F. 36m 1 A 2A R K7 N1 R 2A 2 ' , ADI)RESSABLE DEVICES 1A � \1-013, 1-027, 1-028 F0 s..1-040 THRU 1-051 SIGNAL CIRCUITS SIGNAL CIRCUIT #04 (S-04) SPEAKER CIRCUIT #03 (SP-03) 0 KEY MAP W.W. FIRE ALARM FLOOR PLAN w-w NORTH SCALE: 1/8"' = 1'-0" GAY NORTH SCALE: N.T.S. c"Y ENGINEER OF RECORD: MENSimes NG Rosch,LLC CONSULTING ENGINEERS 3015-2 Hardey Road,Sane#2 a ENGl FERN Ci J am,FL32257 FL Cat of Auth. Ph:(904)260.3031 P=:.(904)260.9273 THIS DOCUMENT IS FOR PERMIT ONLT 01, 2008 - 2:14pm] SEQUENCE OF OPERATION XLS-500 FACP BATTERY CALCULATION PAD-3 AUX POWER SUPPLY BATTERY CALCULATIONS INITIATION AREA ELEV AREA ELEV SMOKE SMOKE HEAT HEAT PULL DUCT FLOW TAMPER SYSTEM ACTION DETECTOR DETECTOR DETECTOR DETECTOR STATION DETECTOR SWITCH SWITCH TROUBLE SIEMENS Cerberus Division 1 Aux.Pwr.Always On (SW 1-4 Of)-.035A 0.035 Module!Device Current @ 24VDC Grcuk Current Draw Total Current Draw @ 24VDC 1. PAD-3 Control Unit Aux.Pwr.Off @ AC Fail(SW 1-4 On)-.015A 0 Module!Device Quantity Standby Alarm End of Line Device Device Current Standby Alarm 2. PAD-3 Control Unit 1 .140 per PAD-3 $`' :): 0.14 DISPLAY ALARM X X X X X X - [mA] [mA] ice] ImAl (►A] iiswami INDICATION 0 FACP �y�1 » ` #. PMI '' 'I •#" # #•. s - ## ♦ t Addressable Devices 1, ! ;' ZR-MC 15 29 0.064 1.856 PSG12 Ii �' 11 :: ZR-MC 30 11 0.098 3 1.078 ACTIVATE FIRE ALARM X X X X X X ��_ PSx 0 il, 0 0 MC 75 s 0.175 �' x t .' 1.4 INDICATION CIRCUIT SSD a 2tNi.:. fro o _ NIGCI : : ! 1I. D U-MHU 15 1 0.054 ff. b 0.054 LVM 0 0 0 0 0 RECORD INFORMATION X X X X X X X X X - - - CRL6 0 0 0 �; 0 ON CPU ---- DAC-NET 0, 0 0 P 0 DLC DISPLAY TROUBLE _ ZAG40' 0 150 o o - INDICATION FACP X ZAG40 Backup o o o e TZC 0 - 0 0 0 0 DISPLAY SUPERVISORY ___ o ; ,,;,c'' 0 0 o a X X scM•6 0 ! 0 0 0 0 CONDITION ® FACP �� --- zIGs6a ' � I 0 0 r 1 L ' 0 0 0 5. Total am rte a require otals for Line 1 2 3 and 4. 0.035 4.528 III,: ' 'i'��; X _ 0 0 0 - 6. umber of Standby hours required (4, 24 or 60, per NFPA 72). 24 SHUT DOWN AHU S p 0 0 7. A.H. for Standby (without AC reporting delay). Multiply Line 5 by Line 6. 0 0 0 8. A.H. for AC Reporting Delay. (See Note "A".) µ �x 0 0 0 9. Total A.H. for Standby. Add Line 7 and Line 8. 0.84 RECALL ELEVATOR TO X X 0 0 0 10. Length of Alarm Operation. (See Note "B",) r 0.0833 PROPER FLOOR _ 0 0 0 11. A.H. for Alarm. Multiply Line 5 by Line 10. 0.3771824 0 i. 0 0 12. Total Standby and Alarm A.H. required. Add Line 9 and Line 11. 1.2171824 0 l 0 0 13. Battery de-rating factor. 1.25 o ',( +pr INl iia 0 0 14. Battery Amp-Hour(A.H.) Rating required. Multiply Line 12 by Line 13. (See Note "C" 1.521478 I , i Notification I _ _ Devices NAC Device o Elm 11 0 0 0 A. A.H. required for AC reporting delay -0 hours = 0.00 A.H.; 6 hours = 0.24 A.H.; 15 hours = 0.60 A.H.; 24 hours = 0.96 A.H. R NAC Device 0 0 0 0 B. Alarm operation length while on battery power varies with application and local codes. Check with the AHJ to determine if 5� minutes (0.0833 hours), 30 minutes (0.5 hours),.1 hour or_2 hours of alarm operation is required. � _ SIGNAL CIRCUIT LOAD NAC Device 0 0 0 0 C. Battery rating required cannot exceed 15 A.H. For battery ratings 7.0 A.H. or below, the full 3.0 amps are available for auxilliary NAC Device 0 0 0 0 power(terminals 18 and 19). For battery ratings between 7.0 and 15 A.H., 1.50 amps are available for auxilliary power. UAC Device o 0 0 0 _ .____�. _ NAC Device o 0 0 0 SIGNAL CIRCUIT LOAD NAC Device 0 0 0 0 INSTALLED 7AH BATTERIES SIGNAL CIRCUIT # DRAW Miscellaneous h" M Devices D2300CP tl[Mt S-01 .924A _� 0 0 - - o 0 S-02 1.374A - 0 0 S-03 1.088A �-- Total System Supervisory Current[mA] 1112.0 5-04 ,938A _ Total System Alarm Current[rrA] 1152.0 Required Standby Time[hr] 24 * Assumes 30 WATT Speaker Load Required Alarm Tim[rrm] 5 Total Capacity required for Supervisory Demand[Ah] 26.688 Total Capacity required for Alarm Demand[Ah] 0.096 _ Total Capacity Required[Ah] 26.78 Reserve Factor 25% THE PALMS AT FLEET LANDING Minhnum Batterysize[Ah] 33.48 _ Battery Size Provided[Ah] 55AH AHU S P S H 'r' 'L_.1 ADDRESSABLE LOOP #1 SIGNAL CKT. #04 (S-04) FATC SPEAKER CKT. #02 (SP-02) SECOND FLOOR SIGNAL CKT. #03 (S-03) _ SPEAKER CKT. #1 (SP-01) SIGNAL CKT. #02 (S-02) SPEAKER CKT. /01 (SP-01) SIGNAL CKT. #01 (S-01) SPEAKER CKT. #01 (SP-01) 120VAC FIBER NETWORK FACP PA FATC VOICE 120VAC lami. AV "M s/0 ANN ADDRESSABLE LOOP #1 R R R R R R �-�S *� H R S R P t FS TS ELEVATOR CONTROL RELAYS PRIMARY RECALL SECONDARY RECALL FIRE HAT FIRST FLOOR i_ s - - . THIS DRAWING IS PROVIDED TO ILLUSTRATE THE GENERAL -- = SYSTEM RISER. DESIGN CONCEPT/INTENT OF THE FIRE ALARM SYSTEM. IT IS NOT IN?ENDE6 TO SHOW EACH AND EVERY DEVICE SCALE: N.T.S. - REFER TD FLOOR PLANS FOR EXACT LOCATIONS AND QUANTITIES. T ENGINEER OF RECORD: MENSimes&Rosch,LLC CONSULTING ENGINEERS 30152 Hark Road,Suite#2 E N G I N E E RI N G jachon8k,FL 32257 FL Cett.of Auth.8107 Ph, )x-3031 Fes:R4)260-9273 THIS DOCUMENT IS FOR PERMIT ONLT 2008 - 2:14pm] CA- GEND/TOTAL BLDG. DEVICE COUNT DEVICE MOUNTING HEIGHT ADDRESSABLE DEVICES SINGAL CIRCUITS GENERAL NOTES W _Qj Z6 - SIEMENS XLS 500 FIRE ALARM CONTROL PANEL FACP 72" A.F.F. TO TOP 1ST. FL. — 1-01 THRU 1-110 SP1 SPEAKER 1 1. SYSTEM SHALL BE INSTALLED PER NFPA 72, NFPA 101, NFPA 90A, NEC AND ALL OTHER APPLICABLE I? SIEMENS SYSTEM STATUS DISPLAY (SSD) FIRE ALARM TERMINAL CABINET FA EXISTING ST1 STROBE 1 STATE AND LOCAL CODES, AND AS PER MANUFACTURERS RECOMENDATIONS. AN©RTE HFP-11 (XXX DENOTES DEVICE ADDRESS) SMOKE DETECTORS ® CEILING MOUNT 2. 120 VAC FACP POWER SHALL BE OBTAINED FROM A DEDICATED UNSWITCHABLE SOURCE, AND THE CIRCUIT BREAKER SHALL BE PAINTED OR MARKED RED, AND DENOTED FIRE ALARM". AD2—R (XXX DENOTES DEVICE ADDRESS) DUCT DETECTOR f � DUCT MOUNT S/R - SUPPLY SIDE W/RELAY 3. ALL SMOKE DETECTORS SHALL BE MOUNTED A MINIMUM OF 3 FEET FROM ANY HVAC DIFFUSERS SE—MC—R (XXX DENOTES CANDELA RATING) SPEAKER/STROBE (WALL MOUNT) 80" A.F.F. TO BOTTOM SYSTEM OPERATIONAL MATRIX 2LU 4. ALL SHIELDS SHALL BE CONTINUOUS AND FREE OF ANY GROUND LOOPS. SHIELD TERMINATIONS SHALL HTRI—R (XXX DENOTES DEVICE ADDRESS) RELAY MODULE Q FIELD VERIFY AREA SMOKE AREA SMOKE BE AS PER MANUFACTURERS RECOMENDATIONS. o INITIATION HEAT DETECTOR HEAT DETECTOR Z DETECTOR DETECTOR SYSTEM SYSTEM o a HMS—S (XXX DENOTES DEVICE ADDRESS) PULL © 48" TO TOP ALARM TROUBLE ALARM TROUBLE TROUBLE SUPERVISE "' o { ACTION ACTIVATION ACTIVATION ACTIVATION ACTIVATION 5. CONDUIT AND WIRE ROUTING ARE SHOWN FOR INTENT. ACTUAL ROUTING MAY DIFFER TO ACCOMMODATE ZR—MC—R (XXX DENOTES CANDELA RATING) STROBE 48" TO BOTTOM FIELD CONDITIONS. DEVIATIONS WILL BE REFLECTED ON AS—BUILT DRAWINGS. cc DISPLAY ALARM INDICATION 0 FACP X X 6. ALL WIRING SHALL BE FREE OF IMPROPER SPLICES (4 OR LESS WIRES UNDER ONE WIRE NUT). ACTIVATE FIRE ALARM HORN/STROBE X X 7• DEVICE AND PANEL LOCATIONS ARE APPROXIMATE. ACTUAL PLACEMENTS TO BE COORDINATED IN FIELD. RECORD INFORMATION FINAL PLACEMENTS WILL BE REFLECTED ON AS—BUILT DRAWINGS. m StandbyCalcula I th ON CPU X X 8. ALL JUNCTION BOXES ABOVE THE CEILING CONTAINING FIRE ALARM WIRING SHALL BE MARKED OR t o � � VolceCom Voice Evacua#ion Panei ENERGIZE FORM "C" PAINTED RED. F.Roper RELAYS X X o Quantity Standby MaI4xl Speaker Standby Alarm Amp 9. SPEAKERS TO BE TAPPED AT h WATT. r DISPLAY TROUBLE o Amps Watts Hours Current Alarm Time Hours INDICATION ® FACP X X X - o m . _ . � 10. REMOVE EXISTING DEVICES THAT ARE REPLACED 8Y NEW FA. 24 1.561 INDICATION CSD FACP 1 .35a 15min. .090a WIRING LEGEND A — 16/2 FPLR TWISTED SHIELDED JACKETED PAIR DATA {RED} 1 ` .03a 15min .0075a B — 16/2 FPLR TWISTED SHIELDED JACKETED PAIR SPEAKER (BLUE) C — 14/2 FPLR TWISTED SHIELDED JACKETED PAIR STROBE (YELLOW) 1 .01a 24 0.24a 50watt .05a 15min. .63a Total Curre = 2.52a Add 15% safety mar in= 0.38a Total back up Amp Hours= 2.90a Battery Provided 7 AH 1 d ding- Coleman Center 9/27/2009 F.Roper SIEMENS Fire Safety Division Module/Device Current @ 24VDC Circuit Current Draw I Total Current Draw @ 24VDC V Quantity Standby Alarm End of Line Device Device Current Standby Alarm Z ARAI [tel [► ] M..� UP es 0 " 0 0 EOLR 1 , SP 1 oog Y ti.'., ST sistillL Who0 0 0 TO EXISTING 0 0 € r�G AREA � I~ 120FVAC $ $sem tom "inT$y $ e 0 W 0 :! 0 0 .. W 0 0 0 RA ANNUNCIATOR LOBBY rr!! _ _ 5� P R R S 0 11 ' 0 018,1 = - TO NETWORKsin _y = * z 0 0 0 % r ✓'` /rI 1A --°e STI-7 (FIBER BY OTHERS) U1 0 0 0 ,r sP1- // ' /, / f STI-4 15CD 15CD , z' P 0 0 0 '� /f�;%'� / sn 1 B,1 C I 0 0 �1' ✓ // 1 A 371-s ,i 1 P J/ o '��r , , fir ,,� ��,e 1 B,1 C S __�1 0 0 0 , ,, �� : W w . - . H RISER DIAGRAM H r /'f,�°� / f, kir __._J11 r IC9d W 0 0 0f , 1 C 0 ' r/i i'l ❑ C;J ! sn-a 0 0tit 0 0 0 '//7 1 B,1 C o ao t vw } 1A —�. ----� 0 I + _ o o 0 0 0 f ,/d! , i ✓r 1% C a' , ' ,✓rrr d 0rt� 0 FACP 1 A 1 A F 1 ,115 07 g 1 r� _ 0 0 0 0 �,, sly-1 - x MA6 26,2c 0 0 0 0 �l,,� xD : r U {{ LLI 0 0 /r ,: TO EXIST I O COFFEE 0 0 FACP 2B,2Ci � ,r' .r 0 0 ' i ` �' / � l =Z 1 16 16ntelt 104 i ` •� Date Total System Supervisory Current[m4] 1048.0 Sm P = OCT. Total System Alarm Current[m4] 1089 3 // r�r / F, MA'& STI-3 SP1 11 „ 1x0 2B.2C s7112 Scale: 1B C —Required StandbyTime hr 24 - ___ wired Alarm Time - , 'd�J•''/' r f/ / /f,f r,r' r ' Total Capacity required for Supervisory Demand[Ah] 25.152 -- ,r 9 Notal Capacity required for Alarm Demand[Ah] , 0.272 Total Capacity Required[Ah] 25.42 ; ' '" f ",r ,f 'la Minimum �Rese ve Szeactor 251/16 Ah 31.78 ' ENGINEER OF RECORD y _ [Ah] Job No. BatteySize Provided Ak 33 SIMES & ROSCH, LLC [_ ] _ ---- __ FP 3020 H AR TLEY ROAD, SUITE 100 -- JACKSONVILLE, FLORIDA 32257, Engineere P: (904) 260-3031 F: (904) 260-9273 F. Drawn By FIRE ALARM SHOP DRAWINGS IV T] FOR PERMIT PURPOSES Approved R _ A. R) Sheet No 1 i h 5 k k,N sn.wmm� wmm 03P FOOTING HELE �� \} .. swM' MARK 51ZE REINFORCING 0 'Ad drid3'-0* . '— a X '-0* 4` — a TOP + OT. REINFORCING FROM THICKENEDE 4/-0* '-0® X 24* 4— #5 TOP + BOT. E.W. 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CONT. co {. �` 'f' "�, ,a'"�, r�` v'�,. r`'`., ,i�'`,,ti ,,i' ,�, d,,P'y,,,i ,,,.�`*.y,• X • `,,'� '� • ,,j _ :r Wt;,"'; .``'�. }``.4, `'',,.N,\,X . i Z;REINFORGING FROM ThI KENED EDD SKEET SECTION `0 ' FOOTING SECTION "A " FOOTING SECTION TY FOOTING 1d��"byR f d .. w�� White, Debbie From: Jones, Mike Sent: Friday, November 18, 2011 9:33 AM To: White, Debbie Subject: RE: Final Inspection Request I went back out to 1 fleetlanding yesterday to final off the coleman center remodeling project.The items I asked them to correct were corrected. Final building approved. MJ. From: White, Debbie Sent: Friday, November 18, 20119:00 AM To: Steve Smedley Cc: Jones, Mike Subject: RE: Final Inspection Request STEVE, 1 WAS NOT AT WORK YESTERDAY. PLEASE SEND YOUR EMAILS TO ME AND SHIRLEY GRAHAM SGRAHAM@COAB.US. ONE OF US IS ALWAYS HERE. THANKS, DEBBIE DEBBIE WHITE CITY OF ATLANTIC BEACH BUILDING DEPARTMENT (904) 247-5826 (904) 247-5845 FAX From: Steve Smedley [mailto:Steve@rpcgc.coml Sent: Wednesday, November 16, 20118:33 PM To: White, Debbie Subject: Final Inspection Request Permit# 11-2495 Please reschedule Building Final Inspection for Thursday 11/17. Thank you O Thanks, Steve Smedley Project Manager General Contractors, Inc. 248 Levy Road Atlantic Beach,FL 32233 (904)241-4416(904)241-4427 fax steve(a)-rpcgc.com www.rpcgc.com This e-mail is intended for the addressee shown.It contains information that is confidential and protected from disclosure.Any review,dissemination or use of this transmission or its contents by persons or unauthorized employees of the intended organizations is strictly prohibited. 1