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" 1 - -- ,1 I,",-L--lI'-�'.I,1,.II�1,,1�,�I1I1,/,1"'-�1I,-`,'1L.,-,lI-L,,,"�11,I���'1,11,",'1'1��,, 't ' _.,mac `7 , ROOF Cyt ,11 I l BUEILR IN 1, r!+ x COPE OF WORK SPECIFICATIfpNS , ,. .,I: NSTRUCTION . ECT ` 4P F �' WORK TO BE AFORMED IN THIS PROJ 4, pF• ar+f+ . s MEMBRANE Ftp "b ,`` ; HE FOLLOWING ITEMS. `4+ 0 I , NOTE: ITBELOW REFER TO 2010 FLORIDA BUILDING CODE CONSISTS OFT GLE < G ENVELOPE TO ALLOW MEMBRANE F�pOF SYSTEM SHALL BE SIN GROUP M MERCHANTILE - RAFTER 3) PLY GRANULAR TOPPED ELASTOMERIC LL _� .... -_ _ . BUILDINQ CLASSIFICATION (C - 1 UPGRAD E tl4�M __ . _- ____ _. _.r._ FOR NEW NANTS. [ 11RFFLLAAO3 WRR TABLE 503 ORTION OF EXISTING SYSTEM WITh 10 YEAR WARRANTY AND �, HE BUILDIN43 HEIGHT AND AREA(CHAPTER 5 ) 11 - Ca�4�Qj �A) 2. REROOF MIDDLE P STRUCTURE AND PROVIDE NEW ROOF FLORIDA PRODUCT APPROVAL ALLOWED 12,500/4 STORIES ACTUAL-4,953 GSF/1 s-rORir DOCUMENTA •ION FUR 1 MPH WIND LOADS. - "t E PLAN SYSTEM FOR NEW ADDITION. 3 SIT TYPE IIIB BUILDING CONSTRUCTION TYPE(CHAPTER 6) NEW ROOF SYSTEM BE SINGLE PLY EXISTING MEMBRANE R F SHALL BE No BRANE AS SPECIFIED IN REMOVED FROM MIDDLE7- ENANT ROOF. _ -- 44�M _ A100 SCALE: N.T.S. SPRINKLXRED ELASTOMERIC MEM ROOF NOTES THIS SHEET. EXISTING DESK SHALL B INSPECTED AND 4' , 3. PROVIDE NEW STANDING SEAM ROOF REPLACED A RECUT TO ENSURE �a INDEX OF DRAWIN (� '; PANELS OVEREXISTING MANSARD ROOF STRUCTURA INTEGRE' OF DECK 3 FOIL FACE ] PLYISO ARD RIG j STRUCTURE. ^..----" I INSULATION SHALL BE M ., HANICALLY `'' WQiI o6kn�$vj�nw.A- 4. PROVIDE NEW COSMETIC STUCCO Aoo1 COVER SET CCENTS AND ARCHITECTURAL ELEMENTS FASTENED T�} DECC. '" A INSTALL NESELF ADHEtED BASE SHEET. 1 AS100 ARCHITECTURAL SITE PLAN ADDED TO THE BUILDING FACADE. APPLICABLE CODES: s RS WILL NOT BE INSTALL 1 PLY OF MID PLY PEEL AND STICK c..'I 5.WINDOWS AND DOO o G CODE . LIFE SAFETY PLAN THIS CONTRACT. RUBBER MEA�ABRANE SHEAT. Y y� I BUILDING 2010 FLORIDA BUILDIN LS100 UPGRADED UNDER EXIST.BUILDING so�o ►� 6. PROVIDE 950 GSF ADDITION TO EXISTING INSTALL 1 PLGRANULd�`I TOP PEEL AND s C PLUMBING zoos eu�.DnrG CODE A100 EXISTING FLOOR PIAN STICK TOP P .Y SHEET. STRUCTURE IN LOCATION PREVIOUSLY m D STRUCTURE. W I ,,-4;.�., ' ELECTRICAL 2010 NLEC-NATIONAL ELECTRIACAL CODE A101 REVISED FLOOR PLAN STANDING SCAM METAL OOF. OCCUPIED BY OPEN AIR WOO '_ BUILDING CM ICAL SERVICE, oi ,oA METAL ROOD PANELS SHILL BE 16" WIDE < MECHANICAL zo 7. PROVIDE NEW ELECTR ,. A102 REVISED ELEVATIONS z LIFE SAFETY 2alo ► ULMETERS AND BUILDING DISCONNECT. PROFILE GA .VALUME UNITS WITH 10 YEAR '' AccEsslBlLlrr 2010 FLS►�� DOGE A102A REVISED ELEVATIONS WITH ALT. NO 1 DETAILS 8. PROVIDE NEW ACCESSIBLE RESTROOMS IN COLOR AND WATERTIGH 'NESS WARRANTY. ® ® x z n ` FIRE 2010 FOC-FLORIDA FIRE PROTECTION CODE CT1bNS ROOF PLAN BOTH TENANT SPACES WITH NEW FLORIDA PRODUCT APP VAL v o b A103 BUILDING SE STRUCTURAL A,WE4ESSIBLE PLUMBING FIXTURES. DOCUMENTATION IS RE IRED FOR 120MPH gmP 2 CdVER SHEET ACC WIND LOAD. u A o 0 A104 WALL SECTIONS 9. PROVIDE NEW 7.5 TON HVAC UNIT TO F FRAMING PIANS SERVE MIDDLE TENANT AND NEW ADDITION. MISCELLANOUS FLASHING, GUTTER SYSTEM Q" A105 Roo AND ROOF FbENETRATIONS WILL BE o 10. PARKING LOT IMPROVEMENTS WILL BE w M100 MECHANICALPLAN LIMITED TO TACK COAT APPLICATION, ADDRESSES IN ROOFING CONTRACT. H 1: ��{' lE��3 a_ RESTRIPING AND WILL BE PERFORMED ,,�- o a ;.- ii I, '��;'�,�I���I�!i�[ :I, .1�Fii�i�,,� j C P1oo PLUMBING PLAN ]Jk ,+ u. UNDER SEPARATE CONTRACT. �� o p a E100 ELECTRICAL PLAN 11. SITE SIGNAGE AND BUILDING SIGNAGE IS -1 C NOT PART OF THIS CON RACT. E100 ELECTRICAL-SCHEDULES ONSTRUCTION DOCUMENTS O4-21 -2�12 f C1. : : .11:� !- �; Ij'�- .�j,', � ;;!!! , - � ; 1 , ; : I � i � � L 11 � � 11! I L I I . I �i I . L I 1�, I � I i,,'-r'_::�,L . :, -,:, ��,��, - _�:'T - - � ­� I- L I I IIIlllI .................... ..............................LANDSCAPELEGEND I ................................ ........... .................. -------',7 ......................................................................---------................................... tII ................................................................................................................ .........................................................................................-------3 GALLON I51GLEAF ................ ............. ---­­---------- -------­-­ ..............HYDRANGEA. SEE PLAN FOR o"48, PLACEMENT %I ltI GALLON VARIGATED LARIOPE BORDER en GRASS. SEE PLAN FOR ItImol EXISTING 10" PALM TREE. SEE PLAN FOR DOCATION lIPAML IISEE PLAN FOR LOCATION llPINE BARK MULCH 00 11 401 GSF NIM, $PACE _TRMW 9"GSF IlA 4 PAI M,p"C>I #AR 13009774 I10 I 1 3 FEBRUARY 2013 ll7 I4 III'12'1 :—o- 4�, OF do--on TYkAL'9 p N*4 DUr SrARMW a p t44 .4 I NG'SIGNA IMPROVEMENTS IHALL, BE f777, 't XOPM A8i*Li*vpw,,1,0 PERF R BY l7 0 Nq TT 1§W jl-�ARKIN "< Se t-C Tr )l IMPIR OW M N TOR, ED'By U P OE,IItI'M toft 89RD!R ATE*FRA OR FR NE :H El NIGt 32-tQA46* I --------—�-,,13-3ZALUWoQL1W WDRANOM I-30ALL01490" IFAVW AWW*HYDRANOW FkM0V6*Wft0F Im cm w Ijell, A tIIIIIIIIIRD I �LEV, c S,ttIII . ......... ............. . .................................... ............ -21 -2012 STRUCTION DOCUMENTS 04 ........... ............ ............................ ....... ........................ ...................... .... ..... _ ......... — — — LIFE SAFETY PLAN LEGEND I 99 99 ... . .. • • • TRAVEL DISTANCE00' U oop 2' -0 PRIMARY EGRESS 100 _..._-_............_......... --- LIGHT FRAME TRUSS SIGN'A' loll MOUNT 60"AFF AT MAIN ENTRY EXIT . . . . . . . >�• • PRIMARY PATH OF EGRESS � � -----.._..................-------__---.._.....----.................... DOOR24"TO LEFT OF MAIN R --._......._........._._............._._.....__._._�._.... -- ..........._.._...................... ENTRY DOOR _—.._.._.__..................._........................._..__._...-.............__........_......_....................................... V HIGH WKM LEfTERB _....——.._........._........_..................._..-----......—............................_.................................... a • SURFACE MOUNTED FIRE EXTINGUISHER Mll CABINET W/ 10 LB ABC DRY CHEMICAL FIRE TACTILE EXIT SIGN'B' ' EXTINGUISHER - SEE NOTE #3 BELOW MOUNT so°AFF ON LATCH SIDE LIGHT FRAME TRUSS SIGN TACTILE EXIT SIGN • OF EACH PRIMARY EXIT DOOR EXE' SIGN / EMERGENCY LIGHT FIELD COLOR - BRIGHT RED FIELD COLOR - BRIGHT RED FE-xi-T] COMBINATION- ARROW DIRECTION INDICATES LETTER COLOR - WHITE LETTER COLOR - WHITE r` M DCTED PATH OF TRAVEL INDICATED BY IIS SISI •� N o0 SIGNAGE MOUNT DETAILS SIGN ' A1 SIGN ' B1 O MN : .0 irk LIFE SAFETY SIGNAGE DETAILS �, w -- - w II � "J G • V00 SAFETY EGRESS DESIGN NOTES LIFE S I � N EGRESS COMPONENTS COMPLY WITH FBC 2010 CODE SUMMARY. - 62'-0" 46'-0" J. 331-0» BUILDING CLASSIFICATION (CHAPTER 3) GROUP M-MERCHANTILE OWING amma OWING eurtowG 00917" mxuyNG BUILDING CONSTRUCTION TYPE(CHAPTER 6) TYPE IIIB 4 STORY- 12,500 GSF 1 STORY-4,953 GSF #AR 0009774 WWWAILEY ACTUAL ACTUAL 3 FEBRUARY 201 1 90 -611 7'-2» SPRINKLERED NO � a- (.0 rte. 11 0MAU" I 11 A1sr • m - ' ,t 0 , i 5 _4» wailLo 10 DOOR SWING SWING IN DIRECTION OF EGRESS WITH OCCUPANT LOAD OF 50 ORMORE AS C�1 PER 1008.3.2. NOT A !REQUIREMENT DUE TO LOW OCCUPANCY IN EXISTING STORE AREA _" ''--'f `'�-''� �i UNITMAL TRAVEL DISTANCE OF 75 FEET MAXIMUM IN SINGLE TENANT FACILITY WITH LESS THAN 50 vwwomm OCCUPANTS AND ONE STORY ABOVE GRADE PLANE AS PER TABLE 1008.2 Waw laom 0 PER 11fi.2 ♦ � � � q AISLE EXIT WIDTH NWIMUM OF 44 INCHES AS 0 >:� yov�1 y<�5-A rel STORE A ` ♦♦ o O FIRE RESISTANCE REQUIREMENTS 2,634 GSF N N O u N .E.C. �t TER ♦ U FIRE RESISTANCE RATINGS ARE BASED ON FBC TABLES 601 AND 602 FOR TYPE IIB CONSTRUCTION ► w STORE B INTERIOR BEARING MALLS 0 HRS ♦♦ 1,401 GSE �°` ♦♦ NEW STORAGE SPACE Pomm COLUMNS (BOTTOM FLOOR) 0 HRS PAPAL ♦ �, ♦ 956 GSF r r r r FLOOR/CEILING ASSEMBLY 0 HRS '� r rrrrrr ,� r � rr >� rr • �■' rr rn M �1 ROOF/CEILING ASSEMBLY 0 HRS her EXTERIOR BEARING'WALLS 0 HRS F.E.C. ' � � � `� NEW snEwrdX 1 HR TENANT SEPARATION WALLS o I000F M .©00 o. REQUIREMENTS EGRESS NO. UNIT OF REQ'D. EGRESS ROOM: OCCUPANTS: EXIT WIDTH: WIDTH(INCHES): 0 STORE W 26 (2,634SF/100SF) X 0.20(INCHES) = 5.20" _ STORE 91 14 (1,401SF/100SF) X0.20(INCHES) = 2.80" N 0 Z W o p STORAGE SPACE 4 (956SF/100SF) X 0.20(INCHES) = 0.80" c N ; a TOTAL OCUPANT LOAD: TOTAL: REQUIRED INCHES o � OCUPANT LOAD: 44 TOTAL : REQUIRED 8.80 INCHES —� LIFE SAFETY PROVIDED 72.0 INCHES FLOOR Pour i 2 EXIT DooRs AT 36"WIDE LIFE SAFETY FLOOR P LAN LS 1 00SCALE: 1/8" = 1'-0" i CONSTRUCTION DOCU ENT 04-21 -2012 - . ...... - ......... ........... - - ......... ........ ......... --- - ... - --- -- i • • M O M ;r REMOVE E)asrwG iT000 REMOVE i"XW ING OPENiTMi STRUCTURE WALKWAY AND HANDRAIL pAyIN�DI�OH��yMI/�D LINK FENCE SIE AND ALL RELATED D ELECTRICAL FMM. IVY iiO OLiA11i®aTJm EXISTING / DEMOLITION PORnOMcFmosnNG%MANDIORPAVENNENT EXISTING / DEMOLITION IN 7HIS AREATO ACCOMODATE NEW THIaU9M 8.M N FOOTING IXIR NILRAtAD01710N E L�EVAN I O N 3 ELEVATION 4 A100 SCALE: 1/8" = 1'-0" EAST A100 SCALE: 1/8" = 1'-0" WEST •N �Qo • V 00 SII � �.• N I I �I�ovE EXISTING OPEN WOQO AND CHAIN LILAC FENCE ENCLO&M AM ALL REIA7% PLUMBING FWUM AND ELMM&FOMI[EEI. TO LIMITS SHOWN N REMOVE PDRTT��EXIELTING BIJIS AND l OR PAVEMEAtT � EXISTING I DEMOLITIO NGF ACIDOMODATE NEW THICKEIM 8-0 #AR 0009774 ELEVATION 3 FEBRUARY 2013 �. A100 SCALE: 1/8" = 1'-0" SOUTH 62'-0'" 48'-0" 33'-0" - - 10 10 E4811111011 s,anno WON" MAIM E9011101 MOM _ � . REMOVE IEXISTiNIG wALta Ct3lFKi IrVAM FLOOR FINM AND PLdIMBRNG FD( Aft TO LIMITO SHOWN REMOVE OWNG THRU WALL 1 ME= RAc selNCs AUAY HVAC UNIT AND RS A7ffi > - PIPING AND C '8.IROL 10 -0 CLOSE RESIJL TANT OPENING REMOVE EXIEL77NG PWMBING F=1IRMN ANID O �w o REMOVE BXISTTNG WALLS c WITH MASON RY BLOCKTIO TED PLUNONG.CAP ALLWENT PUATH WITH FLOOR FBNq�LN AND PLIAMNG FI)MAISS MATCH EXETI NG. O C Lo TOumnsSHOVMPm X t , �+ vxmrom �o REMOVE ALL EEE£7R AND PLLIJ.WIRING l / , TO EXIBTNNIs PANEL MEL ti AW oo vow STORE A W �O 2,634 GSF a, °' AOYE PORTIONIB OF EXIST]Na 81.A MM I O t PAVEMEW Its TM AIREATO A000MODATE NEWTHICKOW UM STORE B ,raeaarCt,aBt�RE OOTING FOR NEWAM TNON A 0 1,401 GSF PAM V EXIT h�� F�-•-moi M-�s:..� �� #-----------1 r tlilElE. Vlow MK ' p _._._ REMOVE EXISTING OPEN WOOD F xw AND CHAIN LINK FENCE E NOLDGkM AND ALL 00 PUArSiNG FDC IRI AND ELECIIVyW&FDRUAT-.& j: m EXIT TO LIMITS OHOWNF H Z Z Tr REMOVE PoRT1m OF E)CUMNOBLAB a�sPAV W] 3 2 REMMEXOTWWOOD IN WALKWAY AND HANDRAIL, FOOTING FOR NEW ADDITION � C z .,_� ie---y �--�—+ R-----� r---- -----+ T iB BNIOWN C R' D LIMITS r rl� acrl m seem" N TN EXISTING FLOOR PLAN E E L E T R I C A L L E G E N D SWITCH -(�- CEILING MTD. LIGHT 1 EXISTING / DEMOLITION PLAN DUPLEX OUTLET EXIT EXIT LIGHT A100 SCALE 1/8' = 1'-0" 24 X 48 RECESSED FIXTURE t j ITEM TO BE REMOVED 6' LIGHT FIXTURE CEILING MOUNTED OR DEMOLISHED CONSTRUCTION DOCUMEN S 04=2't-2012 I -- - ---- ._._ --- --- ---..... _._..__ ....-------- ..__ -- -- --- ------ ----- --- -._.... - - ... ---- _._— 1 _ ....................... .................... ................. ............. ................ .................... ........... .............. .......................... 1. HANDICAP ACCESS MOUNTING DIMENSIONS BAR MIRROR, URI ARE VERY CRITICAL AND HAVE NO MINUS (REF. FIG. 29 MAN?/ 4 FL) TOLERANCES. -X&PAP" -D HOT W T OF "g, -)T N SOAP sw 2. ALL DIMENSIONS SHOWN ARE FROM FACE OF UW7r*-1 —%,Hum ameam OSPENER �ES TO BE=NS 9:0WHERE 14")S FINISH. FINISH THICKNESS MUST BE ADDED 36, S, FONWE KWM 12' 42" IM EXPOS 0 TO ANY ROUGH IN DIMENSIONS. �o DWOSAL —WALL HUNG EN MIN. K8NS3PACE-, 9'-6- 7'-2 KNEE _S ED) MIN DASHI_%JEARANCE CIDA 3. PROVIDE CONTINUOUS HORIZONTAL STEEL OR H.C. BARS, TOILET PARTITION BRACKETS. URINAL 8 �E 10 H.C. SCREENS AND TOILET ACCESSORIES CAPABLE J14 P.C. WOOD BRACING IN WALLS FOR GRAB z 2 OF SUPPORTING A MINIMUM LOAD OF 250 a: '.TER ELEC. SERVICE z ME POUNDS. (REF. FBC 2007 CHAI) NOTES ON-Excd ELEVATION-URINALPLAN-URI ELEVATION-SOAP DISPENSE MOP RAC ELEVATION-TOILET ELEVATION-TOILET/LAV. FOUNTAIN ELONGATED W&L_H= IF ADULT-FIXTURE ACCESSIBILITY GUIDELINES (FBC 2007 CH. 11) ........... w LL FEMMM K~ FEMMM K#vpm Vat" HAPPON O0 %l9cm ____._..._ ..._............. __....._...__........_ ...._.___. PUSHFILM N. .......................................................................................................................................... c1l COAT HOOK ............_­_........................................ ............................................................. 7.. . ....................wwww.............. .......................................................... MNVM WOME HINGE SIDE IPER080 SIDE APPROACH ..................................................................................... ............................. Lo j ll'-6- Lo Vs ilvi 77111 5'-4- 10 ELEVATION-FEMININF PR Lr-E]J NF _N 10 NAPKIN VENDER NAPKIN VENDERIclr - PLAN-PAPER TOWS Isp HOOKELEVATION-MIRROR 6" COIN INSERTS ELEYAMON-PAPER TOWEL DISP, WASTE RycEFTAcLi-- oj (mm omm" am DETAIL-SIGNAGE 3r DRINKING MUNIANN FOLDING l.z_z SHOWER SEAT I OLE IIRa a+ KNEE SPACE 0 DASHED FO 60 MIN "IN R 0 I BAR en 10 FRONT APPROACH z -4 CABINET WNGfN DOORS IN-mm 12"MIN. w/CLOSER 00 (D ARROW INDICATES �1111111177 DIRECTION Of LATCH APPROACH MINIMUM APPROACH W1( FIEVATION-SIGNAGE ,r C4 36 RECESS PLAN-E.Wk WORKROOM G 24' E.W.C. CIDM(12-PREFERRED) ELEVATION-FIRE EXTINGUISHER W N SHOWER STALL O M c:l MANEUVERING CLEARNACES AT DOORS (FBC) SIGNAGE (FBC) FIXTURE ACCESSIBILITY GUIDELINES (FBC'07 C GENERAL NOTE:MOUNIING HOGHTS AND CIZARANM PER FU)RlOA AWMeury CODE FOR ouLDmG cmsTRucTioN(Fac 2007 EMON CH. 11). 4 ACCESSIFSILITY GUIDELINES 0 SCALE: NTS 1 14-0............... ........ .......... .......................................... ............................. ............ .................... J ............ ..................... 0 TOILET ROOM NOTES: STOREFRONT WINDOW NOTES: PART PLAN l.ALL NEW TOILET ROOMS SHALL BE EQUIPED l.ALL NEW WINDOWS SHALL RECEIVE 2 WITH TOILET ACCESSORIES INCLIDING: LAMINATED MISSLE IMPACT GLAZING 00 A101SCALE: 318" = 1'-0" ox, GRAD BARS, 18 X 22 MIRROR, TOILET TISSUE 2. FLORIDA PRODUCT APPROVAL DISPENSER, PAPER TOWEL DISPENSER GO DOCUMENTATION IS REQUIRED FOR ALL ---------------- CLOTHES HOOK ON DOOR. MOUNT WINDOWS INA 120 MPH WIND LOAD ZONE ACCESSORIES AS PER ATTACHED AND LARGE MISSLE IMPACT CAPACITIES. A ACCESSIBILITY GUIDELINE CHART THIS SHEET. 2. NEW TOILET ROOMS TO RECEIVE VCT FLOORING. DOW ELEVATIONS WIN Alol SCALE: 1/4"=l'-O .................................... .............. ............. ........... ............... ................. ............................ .......................................... . ....... .. ............................... .......... ....................... ......................... ..... .... ................ ............... ------ #AR 13DOC3774 WINDOW IMMUTM Pffin=A) 3 FEBRUARY 2013 WADW I libM5&JWM OMAN=AFM IM V0031W IWAUATKK PART PLAN CUTEM RAOHDWAORMOWR7tEFAMoF7mmoLwnNORA4M (j)Mmy OLL Rmwe W%CTIONA) INKKONVONMOM SCALE: l%V8" = V-0" (I)AMMOFWMIM RAM&SUIN cc 01 iwrNR I%F Wwwwoutrom Vlorlow* APPLV� M SDLAIfr� OF AlWMWIFLASHM _011 62 T 33f-0" NwLy�aFow"':', 48'-Oto ATHM lEft"WROWIFFIAINTO ~HWFLOAHM APPLYA WHIMIL EXMnM OULOM m TOWMAX1110E Exorm GuLam EXNIM stIlLow !p NLNEWIINANY HIMMORNM dN� NAM RA%M) FLASIM "wZMoxMlEmw2lPK w �'1 WEADIIEMM 9'-6" 71-2" lrolr o%7Hl"w de ol F FU�AWMDUMM FLAAK SHMMM lmvmu� ISM SERVIM ULFLAIRMAMOM LNIONEALANrMO AW&NWFUW*M om CONN= 26 O TWMTOTWFLA� woum 1 5'-4" Id. (ALL40M r�2 In 10 Lo Az 3 P44 FU�ATWM A101 Poym Va�?IIEV= LILLY A101 vvomm (I CUFM RASHM I ton �1110TMCFTM HWIFUMOGAVAIW lNEPREMNLYAPIPM OW HUM SEMW HL401 NEVCM u. EACHNWIPLANNIL FA8MNPIJ4CE MIN OOOILER STORE A _0 0 Z634 GW '01 W b C14 04 C14 STORE B OWAM 0 TRASHENCLORM L (� w 1,401 GSF NEW STORAGE SPACE PCIVAR 956 GSF Lmr ffi NKYTM NA Tm PJIlki UMMMAPPM sulwlAa O 4MAWAftWVAWWT0AQWA=AW. 94*449mcoNuffm=Gomm" o�oElim SIDE"" ................. ........... ................. lr�FROM 111111114mm MR 0 iww ovolow4d -co _J NEWSTOREFRONT 1000OWS z C4 W z INTERIOR VIEW 000MMILF PAW ------- TOPLEFTMNMOMMOW © ........... .......... .......... i s ................. ........... .......... nTu NoRin WINDOW FLASHING DETAILS REVISED FLOOR PL SCALE: NTS A101 REVISED FLOOR PLAN �101 SCALE: 1/8" I'-Ow win N MD E K [v— E jai MIN_�' 01 11 ml 01 01 CONSTRUCTION DOCUMENTS 04 '21 -2012 ........... ............................................................... --------------..... ..................... ................................. .............. ......................................... ................ i ........................_.......- ---_._.__.._.._......._..............................................................._.__........._ NEWMETAL Nq.49HNiG NEW METAL FLASHIING NEW METAL PIASNMiG .....................__....._-__....__.........................................................................................---........__...._...... NEW I x 4 P.T. NEW 1 x4 P.T,CONT. ROOF MEMNBRAME NEW 1 x4 P.T.CONT, E LISTING ROOF TO ANCHOR TO EXISTING VERTICAL.MEMBRAM {KITH 3" g MANSARD WITH 3"S.S. AS SPECIFIED ANCHOR TO EX1STNrG ---....._ AP WOODSCREWSAr MANSARDWITH 3'88 VWOOD SCREWS O.C. S.O.C. WOOD BCREWSAT S.O.C. • EXISTING WOOD FRAMED FLASHkW PARAPET WALL NEW STANDING BEAM METAL • NEW STANDING SEAM KETAL NdE1iV BTANBiiNCi BEAM METAL ROOF PANELS VWITH t8•PANEL PROFS E ANCkKIR TO E7Q8TMKi DECK NEW 112• ROOF PANELS WITH IV PANEL PROFILE.ANCHOR TO EXISTING DECK PROFILE.ANCHOR TO EXISTING OECiC AS PER FLORIDA PRODUCT LLJ OSBDECK AS PER FLDRIOA PROOUCT • APPPER ROVAL DA PR SPECIFICATIONS APPROVAL SPECIFICATIONS W APPROVAL SPECIF9CAT10N8 FyQ � M M FIBER CA NIT O1 "STING ROOF MEMSRATO REtY4SI ROOF MEMBRANEok. N 00 M it AS SPECN41DO N N R lz r POLYISO ROOF ISD iNSILATNON� TO EXISTING I UI OM STRLICTIIFE EXISTING BUILDING STRUCTURE NEW METAL FLASHING NEW METAL FLASHING W-W ALS w •��' 00 EXISTINGPERFORATED METAL SOFFIT PANELS TO RIEMAIN EXN8TTN IG PERFORATED METu EXISTING PERFORATED METAL MA SOFFIT PANELS TOf SOFFIT PANELS TO RBIAIN N � wN lil - - -- - -_ ......... -----_ --- ----_ .--- .._.... .... . ........ REVISED WALL SECTION 5 REVISED WALL SECTION 3 FEBRUARY 01 1 4 s REVISED WALL SECTION A102 SCALE: 1" = 1'-0" A102 SCALE: ' " = 1'-0" A102 SCALE: I" = 1'-0" k j d _ NEW STANDING SEAM MEAL � 6, ROOF PANELS WITH IV"OAN6. a NEW STANDING SEAM METAL PROFILE MKIFiOR TO @,Q8TING D> Nc ROOF PANELS WITH IV PANEL W AS PER Fl.OWDAPROD ' PROFILE ANCHOR TO EXETING DECK P• APPROVAL BPECR9CAT1 AS PER FLORIDA PRODUCT` 1`\� APPROVAL SPECIFICATIONS - .. .. .. r-ar e-c EXtBTiNG BRICK TO REMAO�! K-o' O �w Kill81TXX.O SYSTEM TD MATCH E�ISTNNG O `/ _ WSRICdD TO MATCH EXISTING u � W REVISED EAST ELEVATION REVISED EAST ELEVATION 2 3 A102 SCALE: 3/16" = 1'-0" A102 SCALE: 3/10 = 1�-0" 5 2 , 8 O 4 4 A-102 A-102 A-104 1 A-102 A-102 NEVI STAN01%SEAM METAL ROOF NEW STANDING SEAM INIETAL �1ivIT1i il!•PANEL ROOF PANELS WITH 7f!•PANEI A8 PER��OE< C PROFILE.ANCHOR TO'WSTING OEM APPROVAL WATMnNS A8 PER FLORIDA PRMUCT N O 0 O � I 3 ROOF PLAN FYPON ORNAMENTAL BRACKET /� /� /� 1� ,/� /� 81UOCO f0Ii +TC31EX�TNIG #Wr 32X81 T IL M' NEW STOREFRONTV04DO S PYPON OOLLIMrd ''1 _ ■�IIN�MI FYPON CONI FYPON COLI MN piST _ POST NIT POST NIT See #4=SIS fklm ,Mee (---1 REVISED SOUTH ELEVATION DOCUMENT 04-21 -2012 CONSTRUCTION A102 SCALE: 3/16" = 1'-0" WIXTHRUBOUTATirO.Q CONT. X41CAP FYPON BALLASTIER #BAL5XISSEAT 2e O.C. CONT.2X$KL NEW METAL FL48NNG NEW I x4 P.T.CONT. ANCHOR TO E)OSTING MANSARD WITH W S.S. WOOD SCREWSAT ........................................... ...... . ................ V O.C. ....................- ................................................................. .................................................................. .............. . .......................................................................................-............................................. NEW METAL FLASHING NEW Ire "X&5XI.5ISGA.METALBRACKETCLIP. NEW METAL FLASHING ............................................................................................ ....................................... OSSDEOK 3 PER RAFTER.ANCHOR TO EXISTING DECKAND NEW I x 4 P.T.CONT. NAILER W/2-7#10 S.S.SHEET METALSCEWIL NEW I x4 P.T.CONT. ................................................................................ ................................................ VERTICAL MEMBRANE ANCHOR TO EXISTING AS SPECIFIED ANCHORTOEXISTING 77777--- VERTICAL MEMBRANE ANCHOR TO NEW RAFTERS W/2.r 11110 SHEET METAL MANSARDWITHTS.S. FtASH"s FLASHING SCREWS, MANSARD WITH 7&S, ............................................................................................................................................ WOOOSCREMAT WOW SCREWII AT V D.C. aa 112 088 DECK ANCHOR TO RAFTERS AS PER DECK FASTENING NOTES ON FRAMING PLAN. 0 8008M COLD ROLLED METAL JOISTS1 RAFTERS EXISTING WOOD FRAMED EXISTING WOOD FRAMED AT IV O.C.SEE FRAMING PLAN Ol PARAPET WALL PARAPET WALL NEW STANDVAG all METAL NEW STANDING BEAM METAL ROOF PANEL-*VM IV PANEL ROOF PANELS WITH IV PANEL Pll ANftM TO EXISTING DECKNEW IW NEW STANDING SEAM METAL cn PROFLEL ANCHOR TO El DECK AS PER PL011 PRODUCT ROOF PANELS WITH itr PANEL W OSSOECK AS PER FLORIDA PRODUCT • APPROVAL010ECIFICA71ONS PROFILE.ANCHOR TO EXISTM DECK APPROVAL SPECIFK'AMONS AS PER FLONDA PRODUCT < APPROVAL SPECIFICATIONS > ON EXISTING Roo ,MBM*tA'TO F03M EXISTING ROen pFOF MEM R13WN EMOTING ROOF MEMBRATO WMAIN Nen all O M N C4 NGROOF& ACE EMOTING ROOF SURFACE FROOF EXISTIM TOTOREMAIN TOREMAIN EXISTING BULOM STRUCTURE EM FnWG OMNO Sl EXIST NG BUILDING SYRUCTURE STRUCTURE NEW METAL FLASHING oil NEW METAL R.ASHING NEW METAL *,a 4) IX4WOOD NALER 4-+ I X 4 WOOD HALER FYPON I X 8 #851588 1 X 4 WOOD NALER CONT.2)(S COLD ROLLED 09511586 METAL CHANNEL FYPON I X 8 FASCIAROILLED CONT.2X 8 COLD #851585 BETWEEN MfA CHANNEL •COLUMNS 00 EXISTING PERFORATED METAL NEW PRE FAINTED SOFFIT PANELS TO REMAIN EMSTING PEF09OMTED NEW PRE PAINTED SREW METAL CLOSURE In FYPON ORNAMENTAL PROFILE AS SHOWN SOFFIT PANELS TO FOAM BREAKMETALCUOSOM BRACKET FYPON ORNAMENTAL PROFILE AS*10", #wr RACKETN ALTE RNA TE NO. ONE "pm Coll 4� P=I" #4=M L i ............... ................................------- .............................. ................. ................------........ ... ......................... . ....................... ............. ....... .............- ....................... REVISED WALL SECTION BAR 0009774 5 REVISED WALL SECTION REVISED WALL SECTION 3 FEBRUARY 201 1 A102 SCALE: I Vl A102 SCALE: I'm 11-W 81 02 SCALE: 1" = 1'-0" ALTERNATE N0. 1 ............... ...................................... .............................. ........................... ................ ........................................................ALTERNATE NO. I ALTERNATE NO.�'f C) #MaXIMAT ---q ALTERNATE NO. ONE OMOXIONAT I Ir aa T O.Q ALTERNATE F - ONE INCLUDES ALL ITIS F NEN STMOING SEAM METAL RELATED TO ARCHITECTURAL COSIMETIC ROOF PANELS WITH IS'PANEL ELEMENTS INDICATED IN DETAIL NO. 5. PROFILE.ANCHOR TO OWTING DECK NEW STANDING SEAM METAL AS PER FLORIDA PRODUCT ROOF PANELS VOTH 18'PANEL APPROVAL SPECIFIrATIONS PROFILE.ANCHOR TO EXISTING DECK SUCH AS TOP BALLASTER DETAILS, AS PER FLORIDA PRODUCT APPRWALSPEC ADDITIONAL 8" METAL STUD FRAMING IFIrATIONS FYPON BRACKETS, NEW FASCIA 138TAILINGT SEE SHEET A102 FOR BASE BID BID ITEMS. NEW ORNAMENTAL POSTS AT ENTFgANCES. q EXISTINGBRICK REMAIN04 FYPON ORNAMENTAL BRACKET # 1 FYPON COLUMN 9 POSTNT BRACKET #40w on #SKT 32)02 BY=*SYSTEM TO MATCH EXISTING ol wiem con POTS I" 04M ON sruo6*SYSTEM TO MATCH s(ISTING Now- min REVISED EAST ELEVATION REVISED EAST ELEVATION 2 3 ALTERNATE NO. 1 ALTERNATE N0. 1 _ W A102 SCALE: 3/16 V-0, /4102 SCALE: 3116" 1 -cp rr5 4 IL 4 r2 4 r4 A-1 04 M104 A-104 A-104 8-102 FVPONBALLASTER 02 #61ALIXIOSEAT FYPON BALLASTER u Ir ol #BALOXISSEAT ir O.C. NEW STANDING BEAM METAL ROOF PANELS WITH IV FAIL STANDING SEAM METAL ROOF PANELS WITH IV PANEL PRQFiLE ANCHOR TO EXIBTiNI�DE* PROFILE.ANCHOR TO EXISTING DECK AS PER FL ORiDA PRODUCT AB PEI FrATIONS :ZDAMPRO[MY" BC A a z w o Nr z .......... hole Elm ow Elm ALTERNATE NO. I ELEVATIONSI "PON ORNAMENTAL BRACKET 4� STLI=SYSTEM TO MATCH Wasn" 11�� f1�� .. I % 11�ez 15zo� FYPON #wr 4� fwr=cm FYPON ORNAMENTAL BRACKET MEN mmm COLUMN STOREFRO "PON cmw* FYPON COLUMN REVISED SOUTH ELEVATION " NTWOcan l 1 ALTERNATE NO. 1 INCLUDES LE: CONSTRUCTION DOCUMENT c%" 04-21 -2012 3116l A102 SCA " = V ............... ................ .............................. ..................... ................ ................ ................... ............................................................. ................ ................. .................... .............................. - .................... ............. ....................................... .................................... .................................................... ................ .......... .......................... ........................................ ......................... ............ ............ ..........- — NEW METAL — NEW 2 X 8 P.T. WOODw NO r BLOCK ARAPET WALL 1 2 NEW ROOF M01imm VERMAL PER M14HU.RECOMEN119TIONS F1 ASI M ��04 E78871NO R{�OF 8 X 8 P.T.WOOD -- ---- --.. :_ - SURFAIE Tb AAOI,HT,4 LONG _.. SET IN I`iAsr� ---._....... ...... J Q ..� NFwK R CANT ROOF MEMBRANE -._........_...._...._..._...._----- --..._..._.... __........................................ AS -- ...._..__._....------....._....__......._._...._.__.._.. ..........................._.......... ..........................-- -----..._._.............._.......-----._............._..._............_........... AS VECIFIED .................. ._....__..__._... *C O �' EXISTING GRANULATW TOP RIGID INBULATWN ROOF • SET IN MASTIC G1� n• VWNG BUILDING I - 1 } ` 11 STRUCTURE T POLYISO RIGID INSULK11ON DECKBVG AS • `1RE WASTING THREADED ROD TIE DOWN 3 N • 04 h NOTES: /4.104 1.ALL TIERODS SHALL BE 1/2" M �r #1900 CAPACITY. O� ?` 2.PLACEMENT SHALL BE AS EQUIPMENT MOUNTOMITTED N N FOLLOWS: OM D ' DETAIL 2 O N N N � -WITHIN 8"EACH SIDE OF ALLNEW2XGr 1 _ NEW EXTERIOR CORNERS SCALE 1"=1'-0" WOODCAP.T. SCALE 1"=1'-0 -WITHIN 6"OF ALL FRAMED OPENINGS IN WOOD STUD . FRAMING � >_. � EMOTING �i � 4'4r O.C.ON GENERAL °' EXTERIOR WALL RATS+ CONSTRUCTIONVERTICI100, L MEMBRANE 3.RODS SHALL EXTEND FROM � FLASHM u TOP PLATE TO CONCRETE , pbl SLAB WITH COUPLING SET IN �r w COREDRILLED HOLES FILLEImTCH D j '"' WITH EPDXY GROUT > ,�M.STOREI'RONT FLAMING — E7QSTiNGROOF 'IV 4.SEE WALL SECTIONS FOR <'` P. °O°R ROOF Ire REMAIN TO MORE DETAILS. COUNTER FLASHHG IV >� ,:. A • OO r. v r: E>aSTMKw 1 EXiS11NG WOOD HEW 12"'O8B WOOD i. -.' tD INBWCTfOti EXJS7iNCi 01 i t, MIDINIK"IK)N � �� NEW BUILDING SECTION N °° STRUCTURE - HEW WOOD EXISTING BUILDING ,,,''Y•'`7. STRUCTURE TRUSS.SEE� AA N FLAX V A103 SCALE: 1/2" = 1'-0" EXISTING e' _.__.._ GOOSE NECK PIPE -- - DETAIL (�)_SLCALE ETAIL(��PAARAAPET 1"=1+r0" w. � w CALE 1 -1 -0 j 62,_0„ 48,_0„ i #AR 0009774 3 FEBRUARY 201 1 EXISTING BUILDING -. EXISTING BLI LDING EXISTING BUILDING i V W0E ALLEY , „ 2 8,_7„ I - 19 3 33,-0, fr GUTTER 11'WI ALLEY 1 , 11 WIC�ALIEt' A-104 w j EyOST. o UNIT 6'GUTTER 8„GUTTER � 8-GUTTER El I TO BE � O 4 44 REMOVED O �w ,�. 1 0 v ® NEW 3 W COM A-1oa � NEW 4 vm ~ EXIST. o, � SATELITE 3 — N STAND EXISTING ROOF EXISTING ROOF EXISTING ROOF TO REMAIN TO RE IN EMAIN 0 NEW STORAGE SPACE 956 GSF EXIST. - ALTERNATE NO. 1 ;: w HVAC C ® Z 0 T7 � I I I I I I FFo ALTERNATE NO. 1 ROOF LAN 6 5 6 2 /4.102 14-104 A-104 /4.104 A� .J 4 r-4 ROOF PLAN T0421 -2012 CONSTRUCTION DOC M S n�1o2 ( A-102 ,7 102 ��l3 SCALE: 3/16" = 1'-0" NEW METAL FLASIIG RC)C)F MEMBRANENEW 1 x4 P.T.CONT. ............_.— -. — ------ AS SPECIFIED ANCHOR TO EXISTING MANSARD WITH 3"66 ------ --- ___ - -- - __..- .... ......... ..... ......_. .._....... - - ::....__.._ _ -___. WOODSOREWSAT ..... ---..._...........__...-- S'POLYD60 ! ..._............_.._............... _...---......................................_....:----- RIGID INSULATION _........__.....--.- NEW STANDING SEAM METAL ROOF PANELS WITH 1S'PANEL j PROFILE.ANCHOR-TO EXISTING DECK: AS PER FLORIDA PRODUCT • APPROVAL SPECIFICATIONS E wnNG BUILDING --- STRUCPIIRE '', • ENQS!ITNG 8 BIAC K PARAPET WNL M M O� N N EXISTING O M N STRUCTLIRE ►� MPSON NO TE• OCMMN .O NEW METAL FLASHING NEW META.FLASHING �, V NEW METAL FLASHING NEW 2 X S P.T. NEW 2-2 X S P.T. lir ON SHEATHINGWTiH 066 SHEATHR WITH WOOD OAP WOOD CAP VAPOR MEMBRANE 1�C 4 WOOD NNSMEMBRANEERAFE 1A2" iG *AT.NO.i ONLY FLASHING VAPOR MEMBRANEMEMBRANEIrPOFI 1 X S VERTICAL MFASC2A X51599 N.T.NO.1 ONLY CKW.2K 8 COLD ROLL FIBER CANT „ 112 DECK.ANCHOR TO AS PER +�7T NO.I ONLY @ ROOF# ^ FASTENING NOTES ON PLAN. ROOF MEMBRANE (N� ' SPECIFIED VERi1M MEMBRANE BRAE ASSPECIFIED � � AS FLASHING I FSR CANT i` PERFORATED METAL NEW PRE PLANTED A �, ++ NEW STANDING METAL SOFFIT PANl3S METAL FI R Ca41NT ?` PROFILE �SaTING � FYPONORNAMENTAL PANEL PALE AS� ++ TD T.NO.1 ONLY 8 AS PER FLORIDA r S SKTG 1 > APPROVAL SPECIR ATIONS • 00 81MPSONN A35 o� POLYTaa EACH S'PL.Yi80 >c'� RIGID I ATNON '°" ►"'°"" ALTERNATE NO. 1 BOXING W N 2 2X9 TOP PLATESowDECKING CNECIa TRUSS AT2 9P2' { MEwYA N SEE M90F FRAMING NEW TRUSMM X105 SH SEE FRAMING ONSK A105" EIICki TRU r� NEW METAL FLASHING X: X_ ' X&Y, 15C4wOCI}N Mt7t x GUTTER SYSR9�T TO MATCH EX187 MG 4`� ALT.NO. IX8FA WALL SECTION " z x 4�.YMOoo FYP'OFI�x a FASCIA 9iM S AT EVERY I #116150 ALT.NO.!ONLY r{"J DTE DOWNSIA t7FT Ha k= CONT.2X a OCI.D ROLLED 71E DOM A104 SCALE: 1" = V-0" Z=TOP PLATES BiANPSONFN25 VENTED METALr. � #AR 0009774 ` TE DOWNSOFFIT TSD MATCH ( "`-C E>asTaNG �NEwPr�EPNMTED r` 3 FEBRUARY 2013 ^ 2-7706 TOP PLATES LdRENC METALCLOSURE AS i SFK7WN AtT.NNO.1 ONLY _ 24'117`THRU BOLTATlrO.C. to s CO I I.2 X4 CAP — 2 0)) NEW AKXTTCAI.CEILING ( ,--� t ` SYSTEM WA 2 X 2 METAL GRID x� w/2 X 2 D N- FYPON SAt1ASTER p L"?S S BAL 5X IN EAT >{ ' Ir or, 4 S CONT.2 X a BILL NEW METAL FLASHING NEW 1 x 4 P.T.(:ONiT. {: k"? ) r ANCHOR TO EOOSTING N VERTICAL ODMANSARD WITH 3•S19 S.S. WOSOxT q 'NI a5 X 3.5 X 1.619 GA.METALBRACKETCORtel' STUCCO SYSTEM To MATCH E»iNG 8TU000 BYBlEAI T8 wTCEi ExastBNG STUCCO SYSTEM TO MATCH EM TING r ,; 3 PER RAFTER.ANCHOR TO EXOTING Agra N `) :-� HAILER WA 23'S19 S.S.SFEET METAL BOOM ^ , - 4•'} ANCHOR TO NEW RAFTERS WF 2.1"Sfb`1S'EET METAL Q Vr O S BREATFING WITH 117'OBS SHEAIMM WITH 112'OSB 8HEATH WDTH i�{ p iT N^ ` U ', VAPOR MEMBRANE VAPOR tiiEMBRA iE ; '` VAPOR 172 OSB DECK.ANCHOR TO �PER [h 2 X S STUD FRAMING 2 X 6 STUD FRAMING WAR 9313ATT I D FR WING TKkN DECK FASTENING NOTES ON NG FLAK YY/R 13 BATT SNBLJLATIOFI W/R 13 NA►TT NNBULATION k' N yr oRYwN1 FwNNaFN ' 1J2"DRYWALL!#SSH trx DRYWALL NI•I h U i; t!S7FHRGDEDTEDOfNN IlrTHREADEDTIEDOWN 117 TiEVE RTICAL MIEM WANE COLD 1FDMETAL ' RiODAT4S'O.C° RODRT4POLC. RODAT49'O.C. AT 19.O.C.SEE FRAMING Km#4A05 � r ` 'k NEW Wr OBBOM NEW STANNING BEAM ALErx ROOF PANEP YWT H IV PANEL. W ^ >: PROFILE AOICHW TO EXISTING DECK F $ O , AS PER FLO~PRODUCT `/ N 9 !1 F19ER''y APPROVAL ks i �y1ROOF THREADED ROD TIE DOWN NOTES: 1.ALL TIERODS SHALL BE 1/2" I #1900 CAPACITY. 2.PLACEMENT SHALL BE AS PAtW > ARAPNGErWBLt%K + wA1 + FOLLOWS: riKN IN -WITHIN Ir EACH SIDE OF ALL N tAA �LAATfp�pM EXTERIOR CORNERS ` WITHIN O'OF AL1 FRAMED >' OPENINGS IN WOOD STUD EXISTING BUILDING O FRAMING -; sTRucn7RE -4'-0"O.C.ON GENERAL STINGwAjJxNG EXTERIOR WALL CONSTRUCTION `? C NEW FATAL FLASHING k> 3.RODS SHALL EXTEND FROM TOP PLATE TO CONCRETE = *+ SLAB WITH COUPLING SET IN r' k 1 X4 WOOD HALER COREDRILLED HOLES FILLED " WITH EPDXY GROUT FYPON 1 x FASM n } , s 4.SEE WALL SECTIONS FOR h. COWMNS `� z MORE DETAILS. PERFORATED ACETAL o Lr SOFFIT PANELS } FYPON ORNAMENTAL BRACKET 2 4'cONC.SLAB EDGE wr 4'CONI.SLAB EDGE WA X.D FIBER MESH REINFORCEMENT. FIBER MESH REIN NT. =-+ FYPON POST wr 04030M ROOF PLAN 77 4 ► e o ►_ a. �, "► y 4 . . d.'. GRADE ALTERNATE NO. 1 CD► ,. ► i EX07 G SLAB TO REWYN � +. a I ARCM-140 PORTIONS REMAIN MS y 4 ►. ► ►. . ACOOAiODA !•MOVE �W v r ." a AOOOMOOATENEW _+ .{ ' a ♦ 4. ^ POanNGaFORADDiTaM FQOTBNCs8FORADORFOM If + • �' amLGomm ►A ► ► VAPOR BARBER 4 a {"4 VAPOR SARK 4 4 WALL SECTION WALL SECTION 3 WALL SECTIONWALL SECTION C.ti1NC.SLAB N31GE YW " 1 —0 CONE.aLxe EDGE YS _ A104 SCALE: 1" = 1'-0" Al 04 SCALE:1" = 1'-0" 2� " " A104 SCALE: I" = 1 -0 2 '�`�°"" A104 SCALE: 1" _ 1'-0" CONSTRUCTION DOCUMENTS 04-21 -2012 AIR CONDITIONING UNIT SCHEDULE: DESIGNATION AHU-1 AREA SERVED RETAIL / STORAGE NOMINAL TONS 7.5 TONS MINIMUM EFFICIENCY RATING SEER/IPLV) 11.5 SUPPLY AIR FLOW (CFM) 3,000 CFM RETURN AIR FLOW (CFM) 3,000 CFM EXT. STATIC PRESSURE (IN. WG.) .05 ELECT. NEAT CAPACITY (KW@208V) 8.2 KW NET TOTAL COOLING CAPACITY (BTUH) 90,000 BTU EXT. A,,IR TEMP. DB. WB. ()=) 80/67 EVAPORATION FAN MOTOR N.P. 2.5 HP/ 230 V COMPRESSOR QTY. 1 COMPRESSOR FAN QTY, 1 UNIT \lOLTAGE / PHASE 208/230-3-60 MCA f MOOD MANUFACTURER HEIL CONDEINSING UNIT MODEL NUMBER CASO 91 AAOAOOA AIR HANDLING UNIT MODEL NUMBER .........._ NOTES:: FLOOR MOUNTED AHU UNITS FAN SCHEDULE DESIGNATION EF-1 EF-2 AREA SEWED TOILET TOILET AIRFLOW 50 CFM 50CFM DRIVE TYKE DIRECT DIRECT EXT. STATIC (IN.WG.) FAN SPEND (RPM) MOTOR HORSEPOWER PHA 115 VOLT 115 VOLT VOLTAGE (PHASE) •.` -` ' ACCESSORIES CONTROL LVWM aumEXWrWG BULO a MANUFACTURER � � ---t— ,rw�xR,er MODEL No. ACCESSOFRIES plum amewwm A. SOLID STATE SPEED CONTROL B. BACKURAFT DAMPER C. DISCONNECT SWITCH t/ 0 D. ALUMINUM BIRD SCREEN t ® �i GLI 77l CgNHECTNCi EXHAt T W E7Q IAt OIJCTP" J O V TQ EXiSTl / vow O �owuwou ® Q 24 X 24 ^I 0ooeANtAM U N 20X20 T A CONNE EXHAUSTPANS 16 X 16 O x,634 GSF To EXkiAtlgTDUL7 M lz t a STlbRE B NEIN STORAGE SPACE ,Mw,e+aoa.a 1141 GSF 956 GSF Povmpmft O iL 9 9 n wv.... __- _ _ ° o� 19 NEW PATI MECHANICAL FLOOR PLAN D2.2;DATE V-0, MECHANICAL —100 SCALE. 1/8" 1�-0" DE910NED 9Y: FLOOR Pu►N TIM FREDRICK90N MECHANICAL CONTRACTOR AIR MA9TER9 HVAC CM01250121 CONSTRUCTION DOCUMENTS 04-21 -2012 ........ ..........._ _ ....... ........_ ... . ..... ......... . . ._......... .............. PLUM IN FIXT U RE SCHEDULE. B RLWIRICN.TO POM ER PANEL 1. HANDICAP ACCESS MOUNTING DIM%IONS 61R MIRROR ARE VERY CRITICAL AND HAVE NO MANUS REF. FIG. 29 AN 40 4 FL) NOT WATER OUTLET GOLD WATER SUPPLY TOLERANCES. TTIII�PAPER MIRF R (39.5-0 HOT WATER do NOInER ZeoTOF FRAME) DRAIN LINES TO 8E ,•_,a• a ,,, „ „ DOPENM „A ) DESIGNATION MANUFACTURER MODEL FIXTURE DESCRIPTION CONNECTION SCHEDULE 2. ALL DIMENSIONS SHOWN ARE FROM ±F� OF ; INSULATED WHERE 14+ N FINISH. FINISH THICKNESS MUST BLE ADDED 36' 12' 42' IM EXPOSED KNEE SPACE MIN. WALL iANICMl TO ANY ROUGH IN DIMENSIONS. MIN. KNEE C CEglDHED) xLNA E V NT CW HW 3. PROVIDE CONTINUOUS HORIZONTAL �TEEI- OR (DASHED H.C. �— WATER CLOSET— ACCESSIBLE 3 2 1/2” CG P.C. WOOD BRACING IN WALLS FOR ARAB (777 BARS, TOILET PARTITION BRACKETS, LURINAL »SCREENS AND TOILET ACCESSORIES FAPABLE a a N , . P-2 ACCESSIBLE LAVORATORY 1/2" 1/2OF SUPPORTING A MINIMUM LOAD Of 250 `� � POUNDS. (REF. FBC 2007 CH.11) w. + O1 UTILITY SINK 2 1/2" 1/2" NOTES te' + sELEVA71ON-EW.C./ ELEVATION-URINAL PLAN-URINAL ELEVATION-SOAP DISPENSER MOP RACK P— ELEVATION-TOILET ELEVATION-TOILET/LAV. EVAE ATION- AV. DRINKaac FOUNwN ELONGATED WALL HUNG In * .• U. ADULT-FIXTURE ACCESSIBILITY GUIDELINES (FBC 2007 CH. 11) P-4 WATER HEATER — 30 GAL. 2 2 1/2" 1/2" SHUTOFF tiiMPIERAIVIRE VALVE " N~ FOMNM K ABOVE CEILING RELIEFAM E SSURE O V � W7ATFIt WATER --- _ TIRRMN EVAN"TAW PUSH «:' N. NGac HEATER X154 MIN. iSIL'kL., g 48 Q n MRROR HINGE D PROACH • � �- � e l' y� g RELIEF DRAIN ;, LINE TO OPEN 3 ♦ TWO WAY CORRIDORa in DRAIN $ y - I INE _ - 9? PLAN-FEMININENAPKIN VENDER ��g COINMINSERTS NAPKIN VENDER ELEVATION-PAPER TOWEL DSP. kTAI'?v�'k'rcpreE ISP,rf0 EATION-COAT HOOK ELEVATION-MIRROR LEGEND ow mwn r-0 CLEM 3r na ODETMI-SMA E Ia le• 2' 1T-19' DRINKING FOUNTAIN J FOLDING SHOWER DLE a+ SEAT moo KNEE SPACE -L1'LJ!�T/rL O DASHED IILM'll FD ,D BAR x P-1 p- 1 WATER CLOSET-ACCESSIBLE FRONT APPROACH I44 • N CABINET HINGED DOTS IN SERIE4 1O mmijj�ARROW INDICA70 3O 12'MIN. X1 CLOSER DIRECTION OF & LATCHI ELEVATION-SHR40DE AX. APPROACH O36•MINNKUM APPROACH W/( ELEVATION-E.W.C./ RECESS PLAN-E.W.C. ELEVATION-FIRE EXTINGUISHER SHOWER STALL. ID 024•PREFERRED CLOSER x(12•PREFERRED, p Z ACCESSIBLE LAVATORY WATER HEATER D ETAI L MANEUVERING CLEARNACES AT DOORS (F8C) SIGNAGE (FBC) FIXTURE ACCESSIBIUTY GUIDELINES (FBC'07 CH. 11) GENERAL NOTE:mOUTING HEIGHTS ANO CLFnRANCEs PER FtORWoA AccEmmurr COE FOR wLOING omsTRwnoN (F9C 2Oo7 EDITION CH. 11). 2 P-2 -100 SCALE: NTS P-3 UTILITY SINK P-3 P-4 P-4 WATER HEATER ABOVE CEILING VTR P-2 0 I VTR P-1 2H .......... - .... ........_.... - - ......................-...-- ---- ........ ......... ....... ........ . ......... .... -J L - � 2" -2wane mmuma w EIf06ft10 eEtawEa °�°"° EXISTING O AQ U 3" P-1 ti 4'VWEALLEY 2 k TT 1PMAnEAELBY 111VIIINAIAZY 1mm Mm P-2 P-2 P 2 P-1 b P-3 P-4 P_ WAC EXISTING; WOINf 1loom R 3 P4 WDR11.1aoM ' a o Li OOOIERARFA P-2� 1 ; o STORE A MEN COOUR 2,634 GSF P PLUMBING RISER : STORlW B NEW STORAGE SPACE �I1�,aoEURE 1,4131 taSF 956 GSF W e o Z I ; � o PLUMBING FLC)C�R PLAN o199CE j NEW swr*v xK RAMP,... _ __ .v 1 DATE low ovm Am t _. .... ❑ -100 SCALE: `1/8" = 1'-0" 02-21-2012 PLUMBING FLOOR PLAN 3 ........ ......... DEBIGNED BY., CNRIB O'OONNER PLUMBING CONTRACTOR i CELTIC CUgTOM PLUMBING CFO 147330 ❑ 00❑ --- - - ......................................................... ......_................................ ....... ......_. ..._. CONSTRUCTION DOCUMENTS �-21 -2012 1 VIEW PANEL SCHEDULE NEW PANEL SCHEDULE : NEV PANEL SCHEDULE: UNIT 'A' POWER PANEL UNIT 'B' POWER PANEL HOUSE POWER PANEL SURFACE MTD. CIRCUIT BREAKER TYPE 208/230-3-60 SURFACE MTD. CIRCUIT BREAKER TYPE 208/230-3-60 SURFACE MTD. CIRCUIT BREAKER TYPE 208/230-3-60 SQ. "D" TYPE NEMA 1 200 AMP MLO SQ. "D" TYPE NEMA 1 200 AMP MLO SQ. "D" TYPE NEMA 1 200 AMP MLO CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CIRCUIT CKT DESIGNATION CIRCUIT BREAKER POLE POLE BREAKER CIRCUIT DESIGNATION CKT CKT DESIGNATION CIRCUIT BREAKER POLE POLE BREAKER CIRCUIT DESIGNATION CKT CKT CtSIGNATION CIRCUIT BREAKER POLE POLE BREAKER CIRCUIT DESIGNATION CKT N0. NO. NO. N0. NO, NO, WIRE COND TRIP TRIP COND WIRE WIRE COND TRIP TRIP COND WIRE WIRE COND TRIP TRIP COND WIRE 1 LIT'G-SAL-ES AREA #12 20 1 1 20 #12 RECPT-SALES; AREA 2 1 LIGHTING #12 20 1 1 20 #12 RECEPT 2 1 CNOPY LIGHTING #12 20 1 1 20 #12 BLDG. LIGHTS 2 3 LIT'G-SALES AREA #12 20 1 1 20 #12 RECPT-SALES; AREA 4 3 LIGHTING #12 20 1 1 20 #12 RECEPT 4 3 GNOPY LIGHTING #12 20 1 1 20 #12 SPRINKLER RECEPT 4 5 LIT'G-SALES AREA #12 20 1 1 20 #12 RECPT-SALES AREA 6 5 LIGHTING #12 20 1 1 20 #12 RECEPT 6 5 6 7 LIT'G-RR/OFFICE #12 20 1 1 20 #12 RECPT-COUNTER 8 7 LIGHTING #12 20 1 1 20 #12 RECEPT 8 7 8 9 SIGN #12 20 1 1 20 #12 RECPT-SHOW WIND 10 D SIGN #12 20 1 1 20 #12 RECPT-SHOW WIND 10 9 10 11 AHU #6 60 2 2 60 #6 WATER HEATER 12 11 AHU #6 60 2 2 60 #6 WATER HEATER 12 11 12 13 AHU #6 60 2 2 60 #6 WATER HEATER 14 13 AHU #6 60 2 2 60 #6 WATER HEATER 14 13 14 15 AC #6 60 2 16 15 AC #6 60 2 16 15 16 17 AC #6 60 2 18 17 AC #6 60 2 18 17 18 19 20 19 20 19 20 21 22 21 22 21 22 23 24 23 24 23 24 ELECTRICAL NOTES: ----- AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING, ELECTRICAL NOTES: ----- AMP, RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING. ELECTRICAL NOTES: -- -- AMP. RMS. SYMMETRICAL SHORT CIRCUIT CURRENT RATING, 1. PROVIDE 'HACR' RATED BREAKERS FOR ALL HVAC EQUIPM-NT. 1. PROVIDE 'HACR' RATED BREAKERS FOR ALL HVAC EQUIPMENT. 1. PROVIDE 'HACR' RATED BREAKERS FOR ALL HVAC EQUIPMENT, 2. EMERGENCY [LIGHTING WITH BE CONNECTED BY CIRCUIT NUMBER 22. 2. EMERGENCY LIGHTING WITH BE CONNECTED BY CIRCUIT NUMBER 22L 2. EMEfPGENCY LIGHTING WITH BE CONNECTED BY CIRCUIT NUMBER 22. w.� p Nwo o � con wqW � U we W O } e e o DATE ELECTRICAL 02-2 1-201 a SCNEDULEB DESIGNED BY: STEVE POULIN ELECTRICAL CONTRACTOR PICKET ELECTRIC, INC. EC 0001112 01 CONSTRUCTION DOCUMENT'S 04-21 -2012 .................................... ---.......... . ............. ............... ................ .......... ......................... ----- ...... ............. ........ ..........--------------- ........... ................. ...................................... 0 .... .. ... ...... .. ...... .... ......................................... . .......... .... .... . ..... ... ...... ..... ...... ........... "Z" EXIST. ....................................................... .......... ......................... .................. .................................................. ............ LTERNATE NO. 1 ................................................... HVAC .............................................. ................................................................................ ..................................................................................................................... ALTERNATE NO. 1 r5 r4 A-1 A-104 Arta en 0. 00 O M gig 4 5 MANSARD F MING PLAN r4% 2 A-102 8 nr1oQ "Jt! SCALE: 1/4" 1W EXISTING MANSARD ROOF .....................................------------........... ....................................................- ................ . ......................... ............ ................... .......................... ........................................... .......... ........ .......................... ............ ............... ............ . .... ............ ........... ................ EX01STING BUILDING wind engineering general n0lites & design criteria 1. CODES; florida building code (2007 edition).attic,rhds,owpo &apa (latest editions) 211VE LOADS; roof live ....................30 psf 3.WND LOADS; basic wind speed (v)=120 mph importance factor (1) = 1.0, building c0t(bgory 2 33' -0internal pressure coefficients = +/_ .18 ((enclosed) pressures on componants and cladding: she structural notes 00, TIE DOWN NOTES(SR*": 4.Materials; TO PLATE. H concrete; normal weight, min 3000 Psi@ZF8 days w/fibermesh reinforcement TNM P fibermesh;1/2" monofilament, dosage; 3/14 lb per cubic yard #AR 0130191774 0 X 6 POST TO BEAR IH 8 lumber; wood constructio in accordance 'With chapter 23 of the FBC 3 FEBRUARY 2013 0 X a POST To COM WSE: AW 06 studs; spruce, pine, fir, mc19 #2 all others; southern yellow pine, mc19, #Z exterior shear wall sheathing; all exterior walls are shear walls. I I'WIDE ALLEY 7/16"thick opo approved for all rfoof sheathing and wall panels 4— sheathing fastening; 7,/16" 8d " for wall and floor deck; fasten on centers of supported edges(irh the thick sheathing seams) and 12" @ 6 on intermediate supports(in the ffield), reduce nail spacing to 4" on centers, arounf� openings and along double cap plate for roof: fasten 7/16' thick sh"thing w/ 8d ringshank @ 6'oc & 8" field C3 framing anchors; noted on plans by "SimPpson" or engineer approved equal threaded rods; astrn a-301 washers; astrn f-436 NEW L AD 84��NG�ALL nuts; astm a 563. grade "a" hex epoxy, simpson strong tie co product; "sfet" adhesive FOOTING DEPTHS SHOWN REPRESENT THE MINIMUM DEPTH TO WHICH FOOTINGS !HALL BE CARRIED. FOOTINGS SHALL BE LOWERED AS REQUIRED TO OBTAIN SUITABLE BEARING. UNLESS OTHERWISE SHOWN OR INDICATED ALL UNSUITABLE FOUNDATION MATERIAL SHALL BE REMOVED WITH FOOTINGS RESTnNG ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 P.S.F. t-4 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ETC. NECESSARYy FOR THE PROPER CONSTRUCTION ALL ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. THE CONTRACTORS SHALL VERIFY ALL MEASUREMENTS NECESSARY FOR PROPERFABRICATION AND ERECTION OF ALL STRUCTURAL MEMBERS Q) BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING ST44UCTURE. THE CONTRACTORS SHALL BECOME FAMILIAR WITH EXISTING CONDITIONS. O � DURING THE PROCESS OF CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPI�JNSIBIUTy To MAINTAIN THE INTEGRITY OF THE EXISTING STRUCTURE WHERE THE EXISTING U STRUCTURE IS TO BE MODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING STRUCTURE WHICH ARE TO REMAIN. U. CD C) Z LOWe-C-4 A 0 � � THREADED ROD TIE DOWN a NOTES: 1.ALL TIERODS SHALL BE 1/2" z #1900 CAPACITY. 2. PLACEMENT SHALL BE AS FOLLOWS: WITHIN 6"EACH SIDE OF ALL z EXTERIOR CORNERS29'-0" 7 01 -WITHIN 6"OF ALL FRAMED OPENINGS IN WOOD STUD FRAMING TRUSS A -4'-0"O.C. ON GENERAL EXTERIOR WALL 0 < < < < d 4 d 4 < Q < < CONSTRUCTION ............ ............ 'COO C14 X 3. RODS SHALL EXTEND FROM TOP PLATE TO CONCRETE CNI SLAB WITH COUPLING SET IN z W COREDRILLED HOLES FILLED z 2 WITH EPDXY GROUT 4.SEE WALL SECTIONS FOR MORE DETAILS. W L o N L ROOF FRAMING PLAN ROOF FRAMING PLAN IN0 05 A105 SCALE: 1/4" 1'-0" NEW ,ADDITION --__ ............. .............. .................. ......... .......... ------............. ....... ............................. ........................ CONSTRUCTION [ROCU NTS (�'-21 -2012 ELECTRICAL LOAD CALCULATIONS - STORE A ELECTRICAL LOAD CALCULATIONS - STORE B + ADDITION EXISTING BUILDING 2634 GSF EXISTING BUILDING 2359 GSF CONTINUOUS LOADS CONTINUOUS LOADS GENERAL- LIGHTING 3 VA/F 7902 VA GENERAL LIGHTING 3 VA/F 7077 VA SHOW LIGHTING 50 VA/F 10000 VA SHOW LIGHTING 40 VA/F 8000 VA 5400 VA OUTLETS 40 VA OUTLETS 30 VA f F F 7200 VA f SIGNAGE 1 VA/F 1200 VA SIGNAGE 1 VA/F 1200 VA WATER HEATER 4500 4500 VA WATER HEATER 4500 4500 VA HEAT 10 KW 10000 VA HEAT 10 KW 10000 VA VOLTAGE 240 3 PH. 39,902 VOLTAGE 240 3 PH, 37,977 TOTAL AMPS 166 VA TOTAL TOTAL AMPS 1158 VA TOTAL WIRE SIZE 250 AL WIRE SIZE 250 AL .._.._._ -- ..._... ---- ._..... - - - i i i I I I I ! I I EXISTM BURDM E ouLamExaTme aeaoM ELECTRICAL RISER : ! i I wew<e sAa.aERUKz WYME Au Er 9rM#IE At1EY 2112"CONDUIT WI 4261) :.: AL GND TO UNIT' , 4D 4 O + Q 21tz" UR W/ 4}250 AL 1�F4 AL TO UNIT'S F db db WEV OVEMEAD SEIR N N wowcpoor 2 3"CONDUITS WITH T (4)350 AL IN EACH wawcwyara o F N N N UNR A t --4 ► N N '� Q NEW 3 GANG METER STACK NEW 4STORE A ooaa� "rl " --.---a 0 GSF F 120V240 UNITS N N N O V i TAP BOX STS WE 8F rr�ww I 1=4t}1 GSF0 0 v1 HOUSE F1oU N N N SE u- 20 CONDUIT P/A/NxEL. EST � � N N N 100A 4-#1 AL 3 PH N M «----- -- ------� --- -----.—• w 100 NK'.B 1 -#8 AL GPS MLO _ N N N...., N ...�... N . N -4}-N R" ovevwa EXITrTr W ?A GEC TO BLDG.STEEL N ----.---• N•--.—..-+ N --.-+ O V 0 II ELECTRICAL LEGEND ELECTRICAL FLOOR PLAN C-4 0 SWITCH -100 SCALE: 1/4" = 1'-0" o -('1�- NEW CEILING MTD, LIGHT � NEW DUPLEX OUTLET N N 0 NEW EXHAJST FAN ® ® 4): DUPLEX OUTLET F NEW 24 X 48 RECESSED FIXTURE -( - CEILING MTD. LIGHT DATE ! ��•- 02-21-2012 ELECTRICAL FLOOR PUN Ear EXIT LIGHT DERIONED BY: 24 X 48 RECESSED FIXTURE NiNRY PIQKR ELECTRICAL CONTRACTOR PICKET ELECTRIC, INC. NEW 6' LIGHT FIXTURE CEILING MOUNTED00 N REPLACE EXISTING LIGHT FIXTURES IN SAME LOCATION EC000l > >a *— 1 6' LIGHT FIXTURE CEILING MOUNTED NOTE: ALL ELECTRICAL DEVICES SHOWN ARE EXISTING UNLESS NOTED OTHERWISE WITH A „N " DESIGNATIONCONSTRUCTION DOCUMENT'S O4-21 -2012 I - -- ____