435 ATLANTIC BLVD (3) DATE
ISSUE 11.06.14
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INDEX OF DRAWING5
GENERAL NOTE6 &*�M50L5 4 IDENTIFIGO""ATION FLORIDA 5UILDING CODE DATA
A 1. ALL WOW SHALL CONFOW WITH THE LATEST ADOPTED EDITIONS OF THE FLORIDA BUILDING CODE, ASSEMBLY A-2 ARCHITECTURAL
BUILDING (MC-5) 2010 EDITION, FLORIDA BUILDING CODE, FLUM51NG (F5C-f*) 2010, FLORIDA BUILDING ROOM IDENTIFICATION ROOM NAME FLOO�, LEVEL CLASSIFICATION BY OCCUPANCY- GROUP CS COVER SWEET
CODE, MECHANICAL (FBC-M) 2010 EDITION, FLORIDA BUILDING CODE, FUEL GAS (F5C-FG) 2010, FLORIDA ROOM NUMBER
NE AR SHEET
NO
FIRE PREVENTION CODE (FFPC) 2010, NATIONAL ELECTRICAL CODE (NEC) 2008 EDITION, NATIONAL FIRE MIXED OCCUPANCY SEPARATION BY OCCUPANCY No- ARI
PROTECTION ASSOCIATION (NFFA) 1 - FIRE CODE 20013 EDITION, NFFA 101 - LIFE SAFETY CODE 20013 rl>I DEMOLITION PLAN AND NOTES
ABLE LOCAL, STATE, 4 FEDERAL AIO FLOOR PLAN AND NOTES
EDITION, FLORIDA ACCESS151LITY CODE 2012 4 ALL OTHER APPLIC r2 ORAIIIIWG NU-15ER TYPE OF CONSTRUCTION
CODES 4 ORDINANCES 4 ALL AUT14ORITIES HAVING LOCAL JURISDICTION. DRAWING IDENTIFICATION SHEET NUMBER AIA ROOF PLAN
PROTECTED WR UNPROTECTED v (B) Al2 EXISTING / SCHEMATIC SEATING PLAN
2. THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED FROM THE MOST COMPLETE INFORMATION z
AVAILABLE TO THE ARCHITECT. ALL DATA ON EXISTING CONSTRUCTION CONDITIONS ARE AFf:'R0XIMATF_ 5PRINKLERED F1 YES NO A1_3 TOILET PLANS, ELEVATIONS, AND DETAILS 0
4 SHALL BE VERIFIED PRIOR TO COMMENCING ANY WORI<t_ INTERIOR/CASEWOR< ELEVATION A& DRAWING NUMBER AIA COUNTER PLAN
CC
IDENTIFICATION 2-A4 INDICATION OF DIRECTION A20 ELEVATIONS
3. IT SHALL BE THE 61.15CONTRACTOR'S RESPONS151LITY TO PERSONALLY FIELD INSPECT THE Joe SITE SHEET NUMBER BUILDING VARIABLES REQUIRED 4 ALLOWED PROVIDED A2J ELEVATIONS
PRIOR TO SUBMITTING HIS 1510. THE INSPECTION IS REQUIRED 60 THAT THE CONTRACTOR SHALL BE A3.0 WALL SECTIONS / DETAILS
TOTALLY FAMILIAR W1 THE EXISTING CONDITIONS 4 THEIR INTERFACE W1 THE NEW CONSTRUCTION AS DRAWING NUMBER BUILDING HEIGHT 4
DEFINED IN THESE CONSTRUCTION DOCUMENTS. SECTION CUT INDICATION _AL INDICATION OF DIRECTION HEIGHT INCREASES 401 A3.1 WALL SECTIONS / DETAILS
6HEET NU-15ER A3.2 WALL SECTIONS / DETAILS
4. THE SUBCONTRACTOR SHALL FERFOW ALL WORK IN ACCORDANCE W1 THE LATEST EDITION OF THE NUMBER OF STORIES I I A3_3 WALL SECTIONS / DETAILS
GENERAL CONDITIONS OF THE CONTRACT, AIA DOCUMENT A201. A COPY OF THIS DOCUMENT 15 1.1-1___�%
AVAILABLE o THE CONTRACTORS OFFICE UPON REQUEST- DRAWING NUMBER
PLAN OR SECTION DETAIL INDICATION OF-TAILED AREA EXISTING BLDG. 3,428 G91=1: 5TRUCTURAL.
5. ANY ADJUSTMENT To THE CONSTRUCTION CONTRACT, ADDITIONS, DELETIONS OR CHANc-d=- ORDERS, -A\ SHEET NUMBER BUILDING AREA CLR/FRZR 351 GSFi
SHALL BE APPROVED BY THE OWNER, GENERAL CONTRACTOR, 4 ARCHITECT IN WRITING. FLOOR AREA INCREASES &OM GSF 50.1 STRUCTURAL NOTES
ro. DURING THE CONSTRUCTION PHASE, THE ADMINISTRATION Of: THE CONSTRUCTION CONTRACT SHALL OCCUPANT LOAD / *KITCHEN STAFF 12 PERSONS $0.2 STRUCTURAL NOTES
15E PERFORMED BY THE MCDONALDS CONSTRUCTION MANAGER. SUPPLEMENTARY DRAWING INDICATION FLOOR AREA / PERSON *EXISTIW_% FIXED SEATS 63 PERSONS 503 STRUCTURAL NOTES
(BOUND IN PROJECT MANUAL). DRAWING NUMBER $1.1 FOUNDATION PLAN
-1. ALL WORK (EQUIPMENT,MATERIALS, 4 LABOR) SHALL HAVE A MINIMUM WRITTEN GUARANTEE FOR A ELEVATION, SECTION CUT, 4 PLAN DETAIL 22 PAGE NUMBER ASSEMBLY TOTAL N/A N/A $2.1 ROOF FRAMING PLAN
PERIOD OF ONE (1) YEAR, UNLESS SPECIFIED OTHERWISE, FROM THE DATE OF SUBSTANTIAL NOTATION$ SIMILAR TO ABOVE SEATING / PERSON $3.1 STRUCTURAL DETAILS 4 SECTIONS
COMPLETION AGAINST ANY DEFECTS IN SAID WORK, W1 APPROPRIATE REPAIR OR REPLACEMENT a NO EGRESS WIDTH / PERSON IST FLR 2 Mff' 63.2 STRUCTURAL DETAILS 4 SECTIONS
ADDITIONAL COST TO THE OWNER DOOR IDENTIFICATION SEE SC�45DULE ol
8. ALL MATERIALS 4 EQUIPMENT SHALL BE INSTALLED IN A NEAT 4 FIRST CLASS WORKMANLIKE MANNER. LENGTH OF: DEAD END 20' ELECTRICAL
THE ARCHITECT RFSERvF5 THE RIGHT TO DIRECT THE REMOVAL 4 REPLACEMENT OF ANY ITEM, IN 200' r=1 ELECMCAL LIGHTING PLAN 4 SCHEDULE
WINPOW/GLAZING IDENTIFICATION SEE SCHEDULE MAXIMUM DISTANCE TO AN EXIT
HIS OPINION, THAT DOE$ NOT PRESENT AN ORDERLY 4 REASONABLY NEAT OR WOW-�MANLIKE <3> E2 ELECTRICAL POWER PLAN
APPSARANCE. THE REMOVAL 4 REPLACEMENT SHALL BE DONE U44EN DIRECTED BY T14E GENERAL 2 2
CONTRACTOR; 4 W/OUT ADDITIONAL COST TO THE OUNER, MINIMUM NUMBER OF EXIT$ E3 ELECTRICAL ROOF PLAN 4 SCHEDULE cr
SPECIFIC NOTES NOTES WHICH APPLY TO SPECIFIC
<D ITEM OR ITEMS ON THE DRWG FIRE PROTECTION REQUIREMENTS
9. THE CONTRACTOR SHALL COMPLY W1 THE MANUFACTURER'S INSTRUCTIONS 4 RECOMMENDATIONS TO WHERE INDICATED X/0,11
THE EXTENT PRINTED INFORMATION IS MORE DETAILED OR STRINGENT THAN REQUIREMENTS
ECTLY IN THE PLANS. STRUCTURAL FRAME - INCLUDING 'Ci' 0)
VERS, TRUSSES
lo. Of
CONTAINED DIRE GENERAL NOTES NOTES WHICH APPLY TO ALL COLUMNS, GIR
10. CONTRACTOR SHALL MAINTAIN ORDERLY HOUSEKEEPING DURING THE PROCESS OF CONSTRUCTION 4 DRAWINGS 1.v
UPON COMPLETION SHALI_ THROUGHLY CLEAN ALL AREAS_ FINAL CLEAN UP SHALL INCLUDE THE BEARIWG WALLS - EXTERIOR 0 0
FOLLOWING: FUf;a,,UTURJ=- 4/OR EQUIPMENT Flo, I SEE SCHEDULE INTERIOR 0 0
A. SWEEPING FLOORINO. IDENTIFICATION
NON5EARING WALLs AND
15. DUSTINGG 4 REMOVAL OF DIRT, FAINT DRIPPINGS, OIL, GREASE, 4 OTHER BLEMISHES FROM ALL
PARTITIONS - EXTERIOR 30 0 0
SURFACES, INCLUDING PIPING 4 EQUIPMENT. ELEVATION SYMBOL /-6 FIN r--ooR ELEVATION HEIGHT
C. WINDOWS, GLASS LiOHTS,'4 MIRRORS SHALL BE WASHED 4 CLEANED. ELEV loo'-oll SURFACE DESCRIPTION NON5EARING WALLS AND Lm
D. PAINT OVERRUN$ 4 NTTY SMEAR6 SHALL BE REMOVED. 0 0
PARTITIONS - INTERIOR
E. HARDWARE SHALL DE CLEANED 4 POLISHED W1 FLANNEL CLOTW.
AlMk
11. WORK To BE DONE coNaleTS OF FURNISHING ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, 4 ALL ITEMS REVISION SYM50L REVISION NUMBER FLOOR CONSTRUCTION - INCLUDING um
DATE REVISED jURP0RTIWG BEAMS 4 JOISTS 0 0
GENE 4 F'
4 sERvices REQUIRED FOR CONSTRUCTION IN cONF-ORmITY W1 PAL NOTES LAN5, +
ROOF: CONSTRUCTION - INCLUDING >
12. THE PLANS SHOW THE LOCATION OF ALL FIXTURES 4 EQUIPMENT 4 ARE INTENDED TO CONVEY THE t
PARTITION TAG DRAWING NUMBER SUPPORTING BEAMS 4 JOISTS 0 0
INTENT OF THE WOF;?!K IN SCOPE 4 LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE-
6
THE WORK,
DETAIL EVERY 4 ALL OF THE ACCESSORIES INTENDED FOP, THE PURPOSE OF EXECUTION OF
BUT IT is UNDERSTOOD THAT WCH, DETAILS ARE PART OF THIS WORK
1.3. THE SU5CONTPArTOf;;ZS SHALL REMOVE ALL CONSTRUCTION 1;;ZJ5516H, SCAFFOLDING, EQUIPMENTi .
TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES, 4 OTHER COMPONENTS WHICH WERE- 0
w
REQUIRED IN CONNECTION Uj/ THE CONSTRUCTION, BUT NOT A PERMANENT�PART THEREOF.
00
14, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS 4 INSPECTIONS REQUIRED FOR THE WORK
4 PAY ALL CHARGES INCIDENTAL TWERETO�
f 0
M, PROVIDE DOOR HARDWARE IN CONFORMANCE W1 ADA REQUIREMENTS.
c'
16, THE SUBCONTRACTOR SHALL FURNISH ALL MISCELL ANEOUS FACILITIES AS NEEDEOJNCLUOING -T� E oc,-C, Q) -0
0� . . . " :3
ya, STAGING, SHORING, SCAFFOLD IWS, o �iq)D o
0
TEMPORARY STAIRS, TEMPORARY RAMPS, LADDERS, RUNWA
IONS, WASTE c'0
BRIDGES, P41LINGG, 15RACING5, BARRIERS, CLOSURES, PLATFORMS, TEMPORARY PAP-TIT c
E'T'Of
CHUTES, 4 SIMILAR ITEMS. :),- 2 .�2
0-t�
11. THE SUBCONTRACTOR SHALL PROTECT ALL CONSTRUCTION COMPONENTS DURING THE COURSE OF:
E-' c: 01
-PAINTING 4 SHALL PROMPTLY CLEAN ALL RESIDUE, SPLATTER OR OVERSPRAY UPON COMPLETION OF, '-t 0 0.6'
0
HIS WOFW_ THE CONTRACTOR SHALL USE DROP CLOTHS, MASKING, 4 OTHER SWIELDM DEVICES TO N 0 'o
0
FAINTED OR THOSE ITEMS @ 0
THE GREATEST EXTENT PRACTICAL TO PROTECT ALL ITEMS NOT TO BE o-'o
WHICH WAVE ALREADY F;MCIEvED FINAL FINISH COATS. 0 0-a Q
E
0 C O'F 0 Q 0
16, ALL PAINTING REQUIRED FOR THIS PROJECT SHALL BE FEWORMED IN ACCORDANCE W1 THE a 0 1c: X
mANUFAc:TUf;zER'S SPECS FOR PRODUCT HANDLING, SURFACE PREPARATION, PAINTING APPLICATION, w 01 0 0
CURINGADRYING TIME BETWEEN COATS, CLEANING 4 PROTECTION OF pAINTEr.> SURFACES UNTIL THE 0 Q)
-0
SOURCE OF CONSTRUCTION 15 COMPLETE� FAINT COLORS TO BE SELECTED FOR THESE DOCUMENTS MATERIAL DE5IGNATION& W
V) n (o
Z).2 0
ARE AS MANUIFACTURERD By BY GLIDDEN cwisioN or- scm CORP., ALTERNATE ACCEPTABLE Q) ' .
0 ql) .0 C: :,) .
I-FR ARE AS FOLLOWS: BENJAMIN MOORE, P.P.1, RUSTOLEUM, FfZATT LAMBERT, SWERWIN-WILLIAMS. (1)-(/).c 0 t
ELEVATION / FLAN N'3ECTION _0 0,02 0 -_
, S L co -2!,E
URL RW SE D 0 0 z o
Is. ALL DRYWALL PARTITIONS ARE DIMENSIONED CENTERLNE TO CENTERLINE ESS OTHE I NOTE
ALL MASONRY PARTITIONS ARE DIMENSIONED OUT TO OUT. CERAMIC GLAZIWG EARTH BATT PARTICAL BRICK CONCRETE Sllm
-I - a)-S� 0
ATION BOARD BLOCK �: 15.�_ 1; 3�:- a
TILE/ INSUL C, 0 0
20. ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, ETC., LOCATED IN RATED PARTITIONS SHALL
QUARRY
w 0) 0
BE BACKED W1 DRYWALL AS REQUIRED TO MAINTAIN RATING. CONTRACTOR TO VERIFY WALL t
TILE 0-
TWICI<NESSES REQUIRED FOR ALL ELECTRICAL PANELS, FIRE EXTINGUISHER PANELS, ETC. 0
�i�-0
o
MASONRY CONCRETE ROCK RIGID EXTERIOR AAl, N/l, TERRA=O PLYWOOD O_
21. PROVIDE DOUBLE STUDS 4 BLOCKING WHERE REQUIRED TO SUPPORT MISCELLANEOUS ITEMS, I.E, RUNNING EM BLOCK INSULATION INSULATION AJ '4 Al (LARGE
TYPICAL CASEWORK, CABINETS, GRAB BARS, ETC. CONTRACTOR SHALL FURNISH 4 INSTALL ALL w
50NO SCALE) t�E >-
5ACK-UF SUPPORTS m w
Z M w a in
w CL cn
,>IMENSIONS ARE IN QUESTION, THE CONTRACTOR SHALL BE RESPONSIBLE r7777� CONCRETE/ CONT CUT MARBLE LIGHTWEIGHT GYPSUM 50J U)
22. DO NOT SCALE DRAWINGS. IF r EFORE CONTINUING W1 CONST, STUCCO/ STONE D
FOP, 05TAINING CLARIFICATION FROM THE OWNER's REFRESENATIVE 5 WOOD CONCRETE PLASTER/ X -
GROUT BLOCKING STUCCO
04
23. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 COORDINATE ALL TRADES. c*4
24. CONTRACTOR SHALL VERIFY ALL EQUIPMENT LOCATIONS 4 DIMENSIONS OF EQUIPMENT. BRICK FINISHED METAL GRANULAR STRUCTURAL WOOD
WOOD (LARGE FILL CONCRETE BLOCKING 3f
25. REVIEW ALL ELECTRICAL LOCATIONS Wl OWNER BEFORE SIGN OFF FOR DRYWALL. SCALE) x
m
0
26. ALL THRESHOLDS 4 FLOOR FINISH CHANGES To BE PLACED UNDER CENTERLINE oF DOOR UNLESS P
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OTHERWISE NOTED.
W-1 <
21, COOSVINATE TELEPHONE 4 SECURITY W1 OWNER BEFORE PROCEEDI
co
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AFF ABOVE FINISHED FLOOR Cl CASTIRON ON DOWN FT FEET wC HANDICAPPED MECH MECHANICAL OD OUTSIDE DIAMETER SCW SCHEDULE TH THRESHOLD xz
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-----------------
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BASED ON EXISTING FIELD CONDITIONS.
NOTE.
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1. ALL EXIT 0OOf;r5SHALL 5E KEYLESS IN THE DIRECTION OF EGRESS. 2. HINGE: WAGER ROTON 1W-112HD 83",CLEAR ANODIZED FINISH. 2. DETEX ALANal CCNITACT SWITCI�ES SHALL 13E RECESSED INTO THE TOP CF AND/OR FACE OF FOUNDATION WALL$ UNLESS OTHERWISE NOTED. LATERAL 3�
2. THE OPENNG FORCE OF ALL EXT.FusH/pULL pool;Z15 SHALL NOT EXCEED 61/2 1-56. 3. PANIC HARDWARE. EXIT ONLY PANIC,NO CYLINDER VON DUPRN 9S15E0 LP 48- 6P25 THE DOOR 4 HOLLOW META_FPA-E ABOVE- 5RACINGG TO CONT. RILINNER CHANNEL
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UCTS, INC.SADDLE TYPE THRESHOLD 325, 0-
5. THRESHOLD. NATIONAL GUARD PROD 5. WEATHER STRIPPIN63: NATIONAL GUAF!D I&OV.48u x 8411 L 12
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PER MANUFACTURER.
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1. WALL HUNG FIXTURES SHALL COMPLY SUPPORT (URINAL) �� r t
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EXISTING WALL SOAP DISPENSER, 5RADLEY Q).tf-0 to C
W
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01 WALL.-MOUNTED ror742 0 zu" .Q., 0
2,TOILET ROOM FLOOR 0<- 0
SLAI5 SHALL eE TO CENTER OF SUPPORT (LAVS) U
, ENLA"-1;:U..3-ED TOILET PLAN
5" CONIC. SLA5 W1 roXro-WI.4xWIA WIF ON w t� FIE -0-
& MIL VAPOR 5ARRIER OVER 12" MIN. NEW WALL 0-
CLEAN COMPACTED FILL W1 TERMITE A13 1/2..
w
TREATMENT. TIE NEW SLA5 INTO
a w
EXISTING SLA5/STRUCTURE W1 #3 im F- - - - - - - - - - - -- EXISTING TO TOILET TISSUE DISPENSIER ALTERNATE SCOTT JUM50 JRT. VERIFY W1 MCDONALD'S m u)
Z M w a a- (n
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W
TOILET ROOM NOTES:
DOOR SCHEDULE N
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1. CONTROLS FOR FLUO-44 VALVES SHALL 5E MOUNTED ON WIDE n
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2. ALL DIMEN51ONS SHOWN ARE TAKEN FINISH TO FINISH Y
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5y LOCAL CIODES. 4. PROVIDE 1/2" PLYWOOD 50TH SIDES OF: WALLS TO TOP DOOR m
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JAM5S. PROVIDE GYP 5D. W1 WALLPAPER OR 1/2" PLYWOOD W1
appLIED 5y. LNIvef�SAL MAN.FACTLFV4G I-800-e2l-1414. TILE A5OV1=_ JAM5 TO ro" A15OVE CEILING (UNLESS NOTED OTHERWISE)
DOOR FRAME SEE DECOR PLANS FOR FINISHES TYPICAL.
MAIRK
MATERIAL SIZE TYPE MATL SIZE 5. SEE FLOOR PLAN FOR LOCATION OF GYF`. 50. <
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DOOR 45 POSITION OF cjO DEGREES, THE TIME REQUIRED TO MOVE THE =4
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1. CLOSER LCN LPFA4031 SN5 ALL111,FULL SIDE MOUNTED
2. 14W.iES: WAGER 55121S US 26D 41/211 x 4 1&1 - 1-1/2 PAIR OR EQLIAL. DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 A1.3 NT5 D
m
3. PLISH 4 FULL PLATE: PUSH - HAGER 306 4x1ro US 28t SECONDS MINIMUM. 0 w w
FULL - WAGER 433E 4XI(o US 28 a- _j
6. INSULATE HOT WATER PIPES AND DRAIN PIPES TYPICAL. =5
4. WALL STOP. HAGER 23(oW US 32 D uj 15
5. KICK PLATE$- HAGER IWS L*2 ALr_8" x 34" (2)PER DOOR S. MOUNT H.C. SIGN 5'-0" AFF TO CENTER OF SIGN
TIT ry 0
aj 8' 3 U)
(o. DOOR SILENCERS: WAGER AN
In IO.ALL NEW TOILET ROOM 4 STALL DOORS TO HAVE NOT U5EID
1. sAFETy GUAWS: FW_sERSAFE M5 OPEN HW:sE SIDE AND MKI5 2 cr Z uj
72� CLOSED HWGE SIDE OF DOOR BI;N FIBCA 2012 COMPLIANT HARDWARE. - 0 2: W
0 [14 cl
6. LINDEROLIT DOOR 5Y 3/4" 11. TOILET ROOM DOORS ARE PUSH / PULL NITS 0 z
C4
THEY DO NOT WAVE LATCHES < 0 0 uj I
cn _j 0 w 0)
DOORS% 4 %A 12. GC TO REQUEST 4 FOLLOW APA REPORT WHEN AVAILA51-E I- => w 0 0 I-_ a
p 1. HINGES. HAGER W1250 US 26D 41/2 x 41/2 - I PAIR AND 0 0 M wo
z
HAGER 55121-3 US 260 41/2 x 41/2 - 1/2 FAIR 13. TOILET STALL DOORS SHALL HAVE SELF CLOSING 1402.38
2. LOCXSET, HAGER 03215 (modifled)US 260 DEAD 5OLT WIWGES 4 LEVER HARDWARE
3. FULL HANDLE: HAGER CA05 CFC 2 1/8 32D (EACH SIDE) NOT U5EP
;R 4. WALL STOP- HAGER 23(oUJ US 32 D D00f;R T***f f=>E%5 14. THE WALLS 4 FLOOF;ZS OF: TOILET ROOMS 4 STALLS $HALL 5E z
r IIAFr_.
COAT WOOK:- 5RADLEY 932 ROBE HOOK, INSIDE FACE OF DOOR AT 48 LINED W1 NoN_A5SOR5ENT MATERIAL TO A WEIGHT MIN *-0" AFr-
Al Al . 3
NTS
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AA-0003276
GENERAL NOTE5: x a
.=IcEquI cant cn
Gc orxw 5TANDARD EQUIPMENT 5CHEDULE
I. INTERIOR WALL 4 CLG FINISH REQUISetg�NTS Y�QCCU&ANCY� VIF a 1�14 In Field
O=f:oMr,Y-A2 ITEM 0 QTY DESCRIPTION MANUFACTURER MODEL UL NSF FUWISWM GENER,4L F01AWS
VERTICAL EXITS 4 EXIT PASSAGEWAY5-A mmmmom==mm - -_ ,-NNM=w 2&TP
I.w I FRDN7=1111,T-R SEE REMARKS SEE PLAN - 2 SEE REMARKS SEE T
EXIT ACCESS COORIPOR 4 OTHER EXITWAYS-A &NM I M R IER
ROOMS 4 ENCLOSED SPACES-5 1.02 2 FRONT =NTER SUPPOFZr WALL - STAINLESS STEEL FRANKE - 2 FRANKE
2. Do NOT SCALE DRAW114GS. 206 1 UNDER CO�NTER CART - 24"W x 115"D - FRONT COUNTER iNTERMETRO Ucia-01"Is - 2 FRANKE
3. MATCH EXISTING FINISHES UNO TYP. 320 3 c:Asw TRAwrm SWELF FRANKE lawis - 2 FRANKE LOCATED UNDER FRONT COUNTER
4. VERIFY MFG,ELEc, 4 FLMNG KQJIFMMTS W/KITCHEN EQJIPMENT SUPPLIER 3.o4 x -3 UNDER COUNTER PRINTER SHELF FRANKE UPS - 2 FRANKE 14OLDS FRONT CaNTER POS, RECEIPT PRINTER
5. SS LINE CHASE SUPPLE BY FRAWE 420 X 5 MENUBOASC - DIGITAL SEEQ NEC P462 - - FRANKE
(o. VERIFY EOUIF W/OWN/OP 4 FRAW-E 215" 3 POS PC: 14ARDWARE - FRONT C4>UNTEP. 5y OWNER sy oxNEP. oem - OWNER INCLUMS MONITOR 100 CPU z
0
216.04 1 ORB MINI MONITOR BY OWNER 13Y OWNER - - OWNER UNDER COUNTER BRACKET 5Y POS SUFIFLIER
I a_
IDUAL POINT GONVER-510N NOTE5: 216051 t OR:15 MONITOR isy OWNER BY OWNER - - OWNER MOUNTING KIT PROVIDED 5Y KES W_
0
V)
L ADD POWER WHERE OF43 MONITOR WILL BE INSTALLED, I OR5 SCANNER BY OWNER 5Y OWNER - OWNER UNDER C-ONTER BRACKET BY POS SUPPLIER Ld
2. ADD POWER FOR ORB COMPUTER OUTLET UNDER CONtER, 3 Poe - RECEIPT PIPJNTER 5Y OWNER ISY OWNER OEM OWNER
3. ADD FvWER FOR MINI-OR3 AND SCANNER UNDER COUNTER
4, ADD POWER FOR CUSTOMER ORB MONITOR INSTALLED AT FACE OF SOFFIT (V.I.F-)
5. NEW 36" ORDER ASSEMBLY STAND W/OPTIONAL SECOND ROW OF 4 CUPS (KES)
&. SEajENcE MENU BOARDS PER DUAL PONT STANDARDS.
1. 356b" OVERALL PICK-UP SWW AT COUNTER BASED ON DUAL POINT STANDARDS. 13 DU,4L FOINT COUNTER EQUIFMENT eG�4EDULE
a. PIcK-Up SHELF MATERIALS TO MATC44 DECOR FRONT COUNTER CORIAN SPECIFICATION. A1.4
G.c.To FABRICATE AND INSTALL TO SPECIFICATIONS. (LINEN OR RICE PAPER)
S, SI&W-jr: PACKAGE PROVIDED BY KES AND INSTALLED BY G.C.
VERIFY LAYOUT AND DIMENSIONS WITH KES AND REGIONAL DUAL PONT LEAD PRIOR TO
FABRICATION OR INSTALLATION.
c)
CONT, FZUNNER CHANNEL I k4 I
ATTACHED TO LOW CELL
Of: MTL. DECK
3 5/511 MTL. DIAG. P ADX PLY 0
5RACIt-4G 0 46" O.C. SU15STRATE-VERIFY W/
COUNTER TOP MANLF. 92,
\--STL. ROOF JOIST 4 DECK 0- X/
15/ TRUSS
601wID CORAN SUWACE
ELEV.-VARIES AT ALL CUSTOMER
CEILING AS `1\
SCHEDULED DOU15LE 2x& ATTAC44ED TO EXPOSED SIDIEES. COLOR-
JOIST IBOTTOM CHORD "LINEN" OR "RICE PAPER"
COORDINATE WITH THE
a DEC-OR DRAWINGS
CONT. RUNNER CHANNEL
ATTACHED TO LOW CELL 0 7 PW FINISH ON
OF: MTL. DECK 3 5/811 VERT. STRUT 0 Iro"OC W/ -1 C14 KITCHEN SIDE
1/211 THREADED ROD *-0110C
H &11 MTL. STUD 2411 O.C._4
TILE OVER 1/2" ��Cr=ILIN& As sc44r=DULEr,>
CEMENT
50ARD OVER Pp-P. OVER 1/2" PLYWD. CONT. RUNNER ANCHOR cn
TO FLOOR w/ 1 1/211 SHORT (D
1/2" PLYWOOD EXTEND 6" AE�OVE CLG. LINE
PINS a 46" O.C.
11 1 CL
(2) 2x4 11
" I I x
MENU 50AR0 QUARRY TILE
FECESSED FENDER WASHER +
f;LOOR
J CONT. RUNNER CHANNEL
1 0 kn
TILE OVER 1/211 cn
CEMENT BOARD IDE FJ;P-f=, CORNER
Z,�Ly PROV
Z
5/ SOFFIT
cn
00
EL. 4ro'-8" APP. 0
c
8�FECTION VALANCE WALL I SECTION COUNTER, to eECTION f COUNTER FICK.-UP STATION eECTION
,41,4 It 0
= 1 -0 A1_4 1 - 1/2 = ] -oil A1,4 1 - 1/2 11 1 1 -011 41,4 1 - 1/2 = ] -oil w
w 00
JL < * 0 0
ORDER
__f3
L -0
o 0 o
c GL CL D'6:F:;
CaT)
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DIGITAL MENU DIGITAL MENU DIGITAL MDU VIGIT4L MENU 0- 0 2
0 a)-0 CLt
(1) c:
j
ORDER AREA PICK-UP AREA 0 , -, �(D
c 3�
DIGITAL MENU
0
0 — 0,-
2'-S 41-111
36" MIN
E�
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PICK-UF`AREA CLEAR (ADA)
c: 001
o c:
@ c: 0-0
c
Q> 76 0,.2 0
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c c:
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Im
1/2 = 1 -0
AL4 41.4 1/2 = 1 -0
z w 0 IL (f)
:D� LLI in (6
(A 1u: 0
V)
NAIA
C4
NOTE5 C4
1. MENU 50ARD AND LIGHT TROUGH 61-111, 41-111
SYSTEM 5Y FLORIDA PLASTICS.
PROVIDE 5LOCKIW3 A50VE CEILING ORDER AREA PIC<-UP AREA
AS REQUIRED, COORDINATE W/ 11-011 21-611 21-611 -111
MANUFACTURER EXACT LEWGTH OF
LINE 01; 205 z
MENU -SYSTEM TO 5E CONRRMED W/ COUNTERTOP L02 F15-2-1 216.04
MANUFACTURER. 215.00 1 3.00 21500 1 300 121520 2VEI05
LINE OF: WALL-- 3.04 21cjoo 304 211B.00 2113.00 . 21626 <
2. FLORIDA PLASTIC PROVIDED FINISH 5ELOW m
PANEL TO COVER FRONT AND 0
r foo M
1 3.00 [3374
150TTOM OF IBULKJ-41EAD. 0 V)
w I=
w z
---------- ---------------
3. MCCAFE MONITOR, LOCATF AS SHOWN. CL
z Lo
SEE REFLECTED CEILING PLAN FOR
_j
DIMENSIONS. PROVIDE POWER PER Lj
5
m
0 L_ _j w
y DATA PER MCD'S REQUIREMENT. J, 1 0 w
IER SPECIFICATIONS AND 0
MANUFACTUR
V) zuz
4. CEILINGG SOF-FIT, SUPPORT FROM IAj 0
z n
STRUCTURE A5OVE, SEE REFLECTED 0 fl)
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0:� zo Tr wo
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0- cn 2 r,
SUPPORTS f=URNISHED — w w a
0
w — I
4 INSTALLED BY KES < con W
A�– _j
— — — — — — — — — — — w o o t= 'a
T V) 0
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1402.38
F 6
z
2 Ff;,:ICNT COUNTtER ELEVATION FRONT G0UNTEfR FLAN DUAL POINT
w
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41,4
41,4 1/2 1 0 1/2 0 V)
AA-0003276
M
5UILDING DATA
WIND VELOCITY ( mph ) 129
IMPORTANCE FACTOR
BUILDING CATEGORY
z
EXPOSURE CATEGORY 0
INTEFNAL FT-ESSUFRE COEFFICIENT Va a-
(ENCLOSED BUILDING) C�2' 0
MEAN ROOF HEIGHT ft V)
T/ExISTING ROOF w
BUILDING WIDTH ( ft 44.11' M
E EV. + IV-7
BUILDING LENGTH ft 11215'
- 12
ROOF SLOPE X -
...... .
10 PRESSURES NOTED ARE
FLORIDA 5UILDING CODE 20 ASD PRESSURES, A Ob
AVA
N ING5 FACTOR HAS BEEN APPLIED
5/EXISTNG SOFFIT
DESIGN FRE65URES FOR OFE
-411
SLEV. +10'
WALL OPENINGS SCHEDULE
TAUINDOWS
ELEV. +V-0",VFRIFY
MAj;a< DESCRIPTION ZONE ELEVATION WIDTH HEIGHT PRESSURE pof PRESSURE paf MATCH EXISTIWs ui
OPENING OPENING LOCATION OPENING OPENING DIMENSION MAX POSITIVE MAX NEGITIVE
A GLASS DOOR 5 3_5 3 -1 ICJ25 -24-25
FIXED GLASS 2 2015
C FIXED GLASS 4 5.63 5 634 IS25 -21DI
T/SILL
T ELEV. +T-S",VERIFf
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MATCH EXISTM
w ap
T/SLA15 CD,
X/b
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MATC44 EXISTING
sm
E-j q> EJ B-J
0' -
cl <
I FRONT ELEVATION
A2.0 1/411 11-011
0 0
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MOM EXISTING VERTICAL ANGLES. ATTACH cn
4.1 c�
CORRUGATED METAL BAND TO NEW PT 2Xro 0 o cn
uj kn
24" O.C. ATTACHED TO EXISTING VERTICAL z K!2�
ANGLES W1 1/2" THRU BOLTS. VERIFY SIZE OF
METAL BAND WITH EXISTING VERTICAL ANGLES.
VERIFY EXISTING AS-15UILT CONDITION, TYP.
:�3 -6
BM 0
FLI _j -0 �01
o -0 Q,) Q) Cc-c
C2 'r-'I C21 0 0
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0
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_ 71
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04 0
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a
@
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7 00
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MATCH F_XI;Y1W_5 UA
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Ea
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w
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f ::E :) w cn (6
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0 w w
0
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KENr NOTES: METAL COPM EXPANSION JOINT MCDONALDS NEXT-0EN 61 PRIVE T141RU WINDOW BY READY ACCESS 0 (o 04
CEMENTITIOUS CONTROL JOINT C*LAGE BY OTWER6 ,) N 1,
W2 CONFIRM MODEL,OPTIONS,AND SIZE WITH MOD PROJECT MANAGER z 04
FICOLOR = ALUMINUM Fc-li LIG14T FIXTURE (PARAPET LIGHT) - SEE ELECTRICAL UNDER SEPARATE PERMIT. P _-D w M 0
Fp] IONS INCLUDE- w - 0
ALLM xx OPT I
CORMZsATED METAL 13AND BY METAL ERA - !tl < wo Ck ui (n
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METAL COPIW-1 ALUMINUM - 1/9" "Su PANEL go Q M Fn o
A __1 I
F COLOR TO MATC44 SURROUNDWa MATERIAL 0 IML ALUMINUM TRELLIS 2X8 WALL FA6CIA MAX SERvICE OPENING (WHERE REQ0 By cor.>E)
Fc:] 24 GAUGE (COLOR, CITYSCAPE) El
Lr; ACCENT LIG14TI11* - SEE 1-:L9CTWJ0AL v 1402.38
NEW CEMENTITIOU5 FINISH MATCH 21 SLIDE DIREC I ION-
CEMENTITIOUS FINISH
NEW ALUMINUIII CANOPY 3&xl& BY E 11 Ll— LED LIGHT- PIPE 5OLLARD PANTED YELLOW RL RIC-44T TO LEFT 6
F COLOR a BENJAMIN MOORE 2122-10 IdNOW WHITE H EXTERIOR WINDOW ASSEMBLY SM A30 z
S OTHERS (COLOR, GOLD) LI UP AND DOWN FIXTUKE LR LEFT TO RIG44T
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NEW ALUMNUI`1 CANOPY TIE-5ACK ALPOLIC METAL(C41LOR RON FW) OR AFrROVED EQUAL
cl TAOS TAUPE IBM a:
if
o u
C2 PEWTER IBM-2121-30 E DECORATIVE SURFACES - (Px3g, COLiM- WALNUT L4 UP ONLY FIXTURE
BY OTHERS AA-0003276
ca
REMOVE EXISTING METAL DECK PANELLING
FROM EXISTING VERTICAL ANGLES. ATTACI4
CORRUGATED METAL 15AND TO NEW PT 2X& 6
24" O.C. ATTACHED TO EXISTING VERTICAL
ANGLES W/ 1/2" TI4R.0 BOLTS. VERIFY SIZE OF
METAL BAND WITH EXISTING VERTICAL ANGLES.
VERIFY EXISTING AS-5UILT CONDITION, TYP.
E z
0
K
K tAi
K
-J J T K
K
0
Q
41 00
Ol
Cl ow
ATION
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c
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A
FOom EXISTING VERTICAL ANGLES. ATTACI-4
JGATr
CORSI ED METAL BAND TO NEW PT 2X& w o
24" O.C. ATTACHED TO EXISTING VERTICAL 0 0 z f:!2�
a.
ANGLES UJ/ 1/2" THRI.J BOLTS. VERIFY SIZE OF
w
METAL BAND WITH EXISTING VERTICAL ANGLES.
VERIFY EXISTING AS-5UILT CONDITION, TYF. -
_F�16-6
cl C2 C2 0 2.2-c
0 0
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5
0
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KEY NOTES: METAL COPIW3 CEMENTITIOUS CONTROL JOINT EXPANSION JOINT McDONALP'S NEXT-GEN SIC44AGE 5Y OTHERS - DRIVE-THRU,WINDOW 5Y READY ACCESS c*4
(f) N r-
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Fc El El
ALUM XX OPTIONS INCLUDE; w < 0 0 w I
Cz�RIRUGATEP METAL 5AND 5Y METAL ERA - LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL -i U) _j in w
NOT USEP TRANSOM (SHOWNA AIR CURTANt FLYFAWrRANSOM 4 4 SQ IN w o 0
P FA METAL COPING - WO-5rPS-2162 - ALUI-INUM - 1/5" "S" PANEL El Fm_L] METAL LETTERIWa - BY OTHERS 2X& WALL FASCIA cn o
z Fc_lCOLOR TO MATCH SURROUNDW_%MATERIAL FTl ALUMINUM TRELLIS El MAX SERVICE OPENING (WHERE REQD IBY CODE)
24 GAUGE (COLOR. CITYSCAPE). ACCENT LIGHTING - SEE ELECTRICAL
MATCH H V SLIDE DIRECTION: 1402.38
NEW r_ErIENTITIOUS FINISH CEMENTITIOUS FINISH 1-1 LED LIGHT: PIPE BOLLARr,> - FAINTED YELLOW RL = RIGHT TO LEFT
NEW ALUMINUM CANOPY 2*xICv ISY 0
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ci CoLop- 5ENJAMIN MOORE El OTHERS (COLOR. GOLD) L2 - DOWN ONLY FIXTURE T--T TEMpEREr> GLASS AMICO VINYL MID-WALL WEEP $CREED L
S UZ NEW FW 5LADE ELEMERt- w A2 . 1
5RI46H STROKE TILES (IRII i3Y EUROUEST L3 = INTEGRAL CANOPY FIXTURE
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C2 PEWTER BM-2121-30 F DECORATIVE SURFACES - bx-'4ro COLOR- WALNUT L4 UP ONLY FIXTURE OR APPROVED EQUAL U)
13Y OTHERS
AA-000327
co
z
0
LLJ
a
Ld
NOTE.-
NOTE, REMOVE ALL ROOFING EXTERIOR
WINDOW
REMOVE ALL ROOFIWG SEALANT—
MATERIAL UNDER FRAMING3
MATERIAL UNDER FRAMING ASSEMBLY SEE
MEMBERS. UNCOMPROMISED MEMBERS. UNCOMPROMISED 3/A30 A-= (o
EXISITINIG SHEATHING TO CORIAN SIL 0 %
EXISITINIG SHEATHING TO T/ EXIST. ROOF SCREEN OL REMAIN, REPLACE
REMAIN. REPLACE FIELD VERIFY%-F COMPROMISED SWEATWINIG
COMPROMISED SHEATHING WITH ORIGINAL SPECIFICATION. 040 ALUM. 0 -2-5
WITH ORIGINAL SPECIFICATION. I WALL CAP (2" IK
TYPICAL PARAPET BAND SYSTEM- LIP W/HEM) Vi S <
REMOVE EXISTING ROOF SCREEN METAL CORNICE 161
MATERIALS. ATTACH CORRUGATED CAP FLASHING
METAL 5AND TO NEW PT 2X& a 2411
El
0
O.C. ATTACHED TO EXISTING T/ EXIST. PARAPET CONT. SEALANT
VERTICAL ANGLES W/ In" T14RIJ FIELD VERIFY c-
BOLTS. VERIFY SIZE OF METAL BAND
WITH EXISTING VERTICAL ANGLES. 20 MIL MEMBRANE
Vr=RIFY ;=XISTIW.s AS-BUILT FLASHING UNDER
CONDITION, TYF. ALUM. WALLCAP
T/ EXIST. PARAPET ".2
W/ END DAMS 4.4
FIELD VERIFY 4 "
E
z x T/ EXIST, 5
METAL CORNICE CAPFLASHING FIELD vr=RIFY\.F
>
Z_
A
1411 z
4 FL,45HING &TOREFRONT cn
C?
CONTINUOUS SEALANT a
w cn
;-�4"`tR LL15 -SYSTEM 5A?,ID, SEE 3/A30 qc: z 5:�
w 00
E_
T/ EXIST. STRuCT.AjK CL 0 0
1-]17 FIELD VEPlf=Y%-F EXTERIOR WINDOW ASSEM5LY
(STOREFRONT 4 ENTRANCE SYSTEM 0 0 0
o -0 a) (1) c: Nc
T/CERAMIC TILE 1. CLEAR ANODIZED ALUMINUM FRAME 'o o
rR
e/ ELLIS 5ANDAN 2. NEW IMPACT GLAZING - SEE ELEVATION$FOR LOCATIONS
D o
ELEV. +10'-4"\-F 3. PROVIDE FLASHING AT 14EAD 4 SILL - CONTINUOUS SILICONE i
i7z -0 -0
A SEALANT, INSIDE AND OUT AT PERIMETER OF: WINDOW FRAME. Q500 -
Q) [If -
4. PROVIDE 2-PIECE METAL CAP C.MIL SILL E q�q) �
3: :3.- 2 U)
5. In" C4RIAN SILL AT INTERIOR 0 a
.2 H
T/EXIST. WINDOWOL _q) -:ib 2'
0 _a E=
TRELLIS 4 CANOPY 5YSTEM
0 ,0-a 0-
FIELD VERIFY%-F c: 0 0 0 cc �
MELLIS 4 CANOPY NFORMATION SHOWN IN CONSTRUCTION DOCUMENTS 0 c: c Q)
16 FOR DESIGN INTENT ONLY. AFT!ROYED MANUFACTURE Z5 o-0:�3
F 5ELOW 0 -6 0 0 0 c: 0
-C = o:� W 0 C
SHALL PROVIDE A COMPLETE AND CODE C4)MPLIANT FINAL IN. co cl
r=X15TING WILDING CEMENTITIOUS FINISH OVER EXISTING 15ULPING DESIg
42 E
EXISTING BUILDING 000
cc): x
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(o Q) 0
.2
(CANOPY)- CONT. 190H YELLOW PAINTED ALUM.w/LED DOWN-1-1644T QiE
0
FIXTURE PER ELEV.OVER 2" x 8" PAINTED ALL". TUIBE.
Q)�6 ID-0
�L_- V).2
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FRONT WALL 5ECTION 2 5LADE ELEMENT 5ECTION
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AA-0003276
STRUCTURAL NOTES. M
1. GOVERNING CODES: VI. CONCRETE: IX. LIGHT GAUGE STEEL FRAMING:
This design is based on the following codes: A. Concrete strength requirement: (ALSO SEE SEPARATE CONCRETE MIX TABLE) A. The light gauge steel framing members specified are based on structural properties of Dale/Incor.
A. Florida Building Code, 2010 EDITION. 1. 3,000 psi: Wall Curb Members may be supplied by other manufacturers provided the members meet or exceed the structural
B. Building Code Requirements for Structural Concrete ACI 318 (2008 EDITION) B. Maximum Slu Tip: 4" (+/- 1") for all concrete, except use W-1 1" for filling cells in block. Fly ash, if used, properties as specified in Dale/Incor catalog.
C. Specification for the Design, Fabrication, and Erection of Structural Steel for Building, ASD Design shall not exceed 20% by weight of total cementitious content. Slump limits shall be strictly adhered to. B. Structural properties and capacities of steel framing components are as computed in accordance with the
method. C. The concrete shall contain the maximum size aggregate permitted by ACI Code up to 3/4" maximum. The latest edition of the A.I.S.I. Cold-Formed Design Specification.
D. Building Code Requirements for Masonry Structures, ACI 530-08 / ASCE 5-08 / TMS 402-08) guidelines for maximum aggregate size are not greater than 1/5 the narrowest opening in the forms, C. All stud and joist members 16 gage (54 mils) and heavier shall be formed from steel corresponding to a
type listed in the A.I.S.1 Specification for the Design of Cold-Formed Steel Structural Members, with the
E. Structural Welding Code D1.1 and/or 1/3 the depth of the slab. 0
minimum yield strength of 50 ksi.
D. Concrete forryiwork: Concrete formwork shall be in clean condition for use as finished surface forms. a_
D. All 18 gage (43 mils) and lighter members, and all track, bridging, and accessory items shall be formed
Forms shall not be removed until the concrete is of sufficient strength to support its own weight and
Il. DESIGN LOADS: V)
proposed construction loads. from steel meeting the criteria as listed above, with the minimum yield strength of 33 ksi unless specifically Ld
A. This work is defined as a Level 2, as defined in "Existing Building Code" Section of the Florida Building E. Minimum Concrete Cover noted otherwise.
Code 2010 edition. 1. Concrete cast against and permanently exposed to earth = 3 inches. E. All welded connections are to be performed in accordance with the latest version of AWS D1.3
B. Wind load based on using Chapter 6 of the ASCE 7-10 "Minimum Design Loads for Buildings and Other 2. Concrete exposed to earth or weather = 1-1/2 inches Specifications for Welding Sheet Steel in Structures. Consult AWS D1 9.0 Welding Zinc Coated Steel and
Structures" methods of calculation for wind pressures and the following factors: 3. Concrete not exposed to earth or weather = 3/4 inches ANSI standard Z49.1 for information regarding safe welding procedures.
1. Mean Roof Height of 18'-0" F. Concrete must be batched, mixed, and transported in accordance with The Specifications for Ready-Mixed 1. Suggested weld metal and process for shop welding are: 60 ksi weld metal strength (minimum) - MIG.
2. Wind speed of V(ult) = 129 MPH. Concrete ASI M C94. Concrete shall be placed with-in 90 minutes of batch time. 2. Suggested methods for field welding: 1/8" (unless noted otherwise) E60XX (minimum) electrode -
3. Exposure Category 'B'. G. A qualified testing laboratory shall be retained to perform the following concrete tests. The concrete SMAW; or "gasless" MIG.
4. Building Risk Category 11. samples shall be taken in accordance with ASTM C 172 and specimens made in accordance with ASTM C 3. Minimum weld throat thickness (t) must match or exceed the base steel thickness of the thinnest
5. Internal Pressure Coefficient of +/- 0.18 ("Enclosed" building). 31. Testing of specimens shall be in accordance with ASTM C 39. Each test shall consist of a minimum connected part unless noted otherwise.
of 3 cylinders. One sample shall be tested at 7 days, and one at 28 days. Reports showing the results of F. The light gauge clips and hangers noted in these, drawings are manufactured by Steel Network of Raleigh,
C. Existing/New Roof live load of 20 PSF, with Allowable Reductions . Roof drainage shall conform to the NC (www.steelnetwork.com . Contractor may su I bmit other manufacturer's clips for approval provided the
requirements of the Florida Plumbing Code Section 11. Overflow drains shall be located so that, in the testing shall be submitted at the earliest possible date following testing and shall indicate date, time,
event of the primary drains being blocked, no more than 3-1/2" of water can accumulate before entering weather conditions (temperature), composition of mix (per delivery ticket), slump, location of concrete, alternate clips meet or exceed the structural properties of the specified clips.
the overflows. compressive strength, type of break, and other pertinent information helpful in the evaluation of the tests. G. Unless noted otherwise, refer to literature published by Hilti Fastening Systems, Inc. for expansion bolt, or
D. Existing/New Roof dead load of 20 PSF. All tests shall be sequentially numbered for easy identification. The concrete test cylinders shall be taken powder driven fastener information; Buildex, Inc. for TEKS screw data. Alternate manufacturer's fasteners
of comparable specifications and load capacities are acceptable.
for each type of class of concrete and not less than once per daily pour, nor less than the following
E. Allowable soil bearing of 2,000 PSF.
IT
H. All framing components shall be cut squarely for attachment to perpendicular members or as required for
intervals:
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an angular fit against abutting members. Members shall be held positively in place until properly fastened.
1. Footings and sidewalks: One set of samples for each 100 cubic yards of concrete placed, nor less
Ill. SHOP DRAWINGS: 1. All field cutting of studs must be done by sawing or shearing. Torch cutting of cold-formed members is
than once per daily pour.
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unacceptable.
2. Floor slabs: One set of samples for each 50 cubic yards of concrete placed, nor less than once per
A. Contractor shall allow for (10) ten business days for shop drawing review.
B. Our office will accept shop drawings in both electronic and paper format. J. Track shall be securely anchored to the supporting structures as shown using the specified fasteners. -4
daily pour. >
C. If the Shop Drawings are in a paper format, we will require (3) three copies minimum submitted with (1)
Concrete anchors shall be installed after full compressive strength has been achieved.
3. Concrete beams and Columns: One set of samples for each 50 cubic yards of concrete placed, nor JL 0
one copy to be retained by our office. less than Once per daily pour. K. Studs shall be plumbed, aligned and securely attached to the flange or webs of both upper and lower
D. If the Shop Drawings are in electronic format the following shall apply: H. Concrete Mix submittals shall include any relevant information regarding the use of fiber (Poly and/or tracks. Wall studs that contain bridging in the stud punchout, the framing fabricator is to ensure punchout
1. The only accepted electronic format shall be Adobe PDF format. alignment when assembling framing and field cutting studs to length.
Steel) reinforcing that will be added at the batch plant. Fiber shall not be added at the ob site.
2. If the electronic files are e-mailed to our office, the e-mail address is Mail@Adams-Engineers-com and 1. The addition Of Calcium Sulfate to a mix design to increase the Heat of Hydration to offset cold weather L. No splices in studs, joists, or other load carrying members may be made without prior engineering review
a faxed transmittal shall be sent to our office informing us that the drawings were sent via e-mail. pours where f-eezing is possible is not permitted. and specific details for any such splice(s). LM
3. If the electronic files are sent to our office on a CID or DVD a transmittal shall be included in the M. Wall studs bridging shall be attached in a manner to prevent stud rotation.
J. Concrete pou s where freezing is possible shall follow the recommendations of ACI 306. Q)
package. N. Temporary bracing shall be provided until erection is completed.
4. The reviewed shop drawings shall be returned to Project Architect (or directed party) in either 0. Details of wall finishes are for arrangement and location. For specific requirements, methods, materials,
Vil. CONCRETE REINFORCEMENT: Cd
electronic format or paper format as directed by Client. If paper format is requested, it shall be A. Reinforcing st el bars shall be Grade 60 (60 KSI ASTM A615) steel and tied with drawn steel wire. and execution standards, refer to technical data from product manufacturer. In the event of conflict,
blackline copies with any comments generated by our office in contrasting font or "boxed". Additionally manufacturer's instructions shall dictate. C)
B. Welded Wire :�abric shall conform to ASTM Al 85. a
we will invoice for the printing costs associated with the production of these drawings based on the
C. Placement of �einforcing steel shall be as shown on plans and per the "Manual of Standard Practice for >
prevailing prints costs in the Tampa Bay Area. In 00
Detailing Reinforced Concrete Structures", ACI 315 manual oh_placing steel reinforcing. 0 0 a
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D. Provide minimum lap splice of 48 bar diameters, but not less than 18 inches, for all reinforcing bars, unless STRENGTH DESIGN (LRFD) M
IV. DRAWINGS AND SPECIFICATIONS: t
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noted otherwise. Stagger splices in adjacent bars at least 24 inches, except in beams and columns. 0 -n
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A. Do not scale these drawings for dimensions that are not given., Advise the'Project Architect of any POSITIVE WIND PRESSURES ON-GLAZING & WALL COMPONENTS LRFD 0 Z �a
E. In wall footings, grade beams and bond beams, provide bent bars at corners and intersections of the same <
conflicts between these drawings and the Architectural drawings. Verify all field 6brIditions and confirm
number and size as the straight bars. LOCATION ON BUILDING POS. PRESSURE POS. PRESSURE POS. PRESSURE POS. PRESSURE < 0 0
column locations in respect to architectural wall alignment prior to the start of W' orl<A.1�t,:, U RE
B. These drawings are to be used in combination with the architectural, mechanic-61, plumbing and civil F. Provide for an allowance of 1% of the total reinforcing steel for the project to be fabricated and placed < 10 SQ. FT. < 20 SQ. FT. < 50 SQ. F'T. < 100 SQ. FT.
v during progress of the work as may be directed by the Structural Engineer, in addition to the reinforcing FIELD AREA ZONE 4 27.4 PSF 26.26 PSF 24.66 PSF 23.52 PSF
drawings. Refer to these other drawings for details that relate to structural,'pornponents. I b I%-
steel indicated on the drawings. A credit for any unused quantity of this material at the end of the project 1 0 0
1 26.26 PSF 24.66 PSF 23.52 PSF .0 D-:8
CORNER AREA ZONE 5 27.4 PSF la , O-L
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repared from the most complete information available to the IL 4ar a 00-s
C. These construction documents have been p shall be given to the Owner. ONO" 2 LD
engineer. All data on existing construction conditions are approximate and shall:be verified prior to �J CL
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D. The contractor shall comply with the manufacturer's instructions and recommendations to the 0.00
A. The concrete supplier shall provide mix designs of all concrete used in structural applications to Richard 00 Z.x 'Lo-
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E. The plans show the location of all fixtures and equipment and are intended to convey the general intent of NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE NEG. PRESSURE c ro
B. When pouring against earth, the embankment shall be wetted first and all pours on direct sun days will be LOCATION ON BUILDING ,o F.., a
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the work in scope and layout. They are not intended to show in minute detail every and all of the < 10 SQ. FT. < 20 SQ. FT. 7 SQ. FT. < 100 SQ. FT. 401 0 V
misted at least twice following initial set. Isolation joints shall be provided at all columns and expansion 4)
(1) = 02=0099C
accessories intended for the purpose of execution of the work, but it is understood that such details are felt at the perimeter of the slab. FIELD AREA ZONE 4 29.68 PSF 28.54 PSF 26.94 PSF 25.8 PSF 0 .2m.9 0
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part of this work. C. Finish on the urface of floor shall be machined troweled followed by hand finishing as required. CORNERAREAZONE5 36.53 PSF 34.25 PSF 05 PSF 28.54 PSF b C, s Q ro- C.,.8, 0
F. The Contractor shall not perform any portion of the work at any time without Contract Documents or, COF
D. Exterior walk-r and parking areas to be light brushed finished. =0 �l -s 4! 0
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here required, approved shop drawings, product data or supplemental details for such portion of the a
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POS. PRESSURE POS. PRESSURE POS. PRESSURE POS. PRESSURE 0
H The use of electronic files or reproductions of these contract documents by any contractor, subcontractor, LOCATION ON BUILDING <10 SQ. FT. <20 SQ. FT. <50 SQ. FT. <100 SQ. FT. E 0 11 0, 9
erector, fabricator or material supplier in lieu of prepared shop drawings signifies their acceptance of all Ld M .0 5-0 1 Or-
FIELD AREA ZONE 4 16.44 PSF 15.76 PSF 14.8 PSF 14.11 PSF 0.0
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FIELD AREA ZONE 4 17.81 PSF 17.12 PSF 16.16 PSF 15.48 PSF
attention of the architect immediately. Please confirm all dimensions to the existin ; structure before FOR REINFORCEMENT
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BREAKER IF A SPARE IS NOT AVAILABLE. _0 _L, ;t-0 (0 C
1 D 0 0
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3. ELECTRICAL CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS, U,
JUNCTION Box B) 120/208 VOLT UNGROUNDED PHASE WIRES:
LICENSES, UTILITY COORDINATION, AND INSPECTIONS AS REQUIRED BY THE w � Q)
PHASE A: BLACK 4 0 -
CITY OR UTILITY COMPANY. OWNER WILL PAY FEES. CONTRACTOR IS -
PHASE 8: RED
JUNCTION BOX WITH ISOLATED GROUN) RECEPTACLE RESPONSIBLE FOR ALL EQUIPMENT REQUIRED BY UTILITY COMPANY AND
PHASE C: BLUE
SHOULD INCLUDE NECESSARY COSTS IN BID.
NEUTRAL: ,.WH I TE
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4. CONTRACTOR SHALL LEGIBLY MARK-UP A SET OF 24"x36" DRAWINGS TO CL w 0 V)
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THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY
REFLECT AS-BUILT CONDITIONS, AND TURN OVER TO ARCHITECT.
FOLLOWED THROUGHOUT. o)
PB Pullbox VIF Verify in Field
JB = Junction Box ELECTRIC/� L SCHEDULE 5. PER THE AMERICAN WITH DISABILITIES ACT ACCESSIBILTY GUIDELINES (ADAAG), A 2. ALL BRANCH CIRCUIT, WRING TO 120 VOLT LIGHTING FIXTURES AND
EC = Electrical Contractor
MINIMUM OF ONE (1) ADA COMPLIANT ELECTRICAL RECEPTACLE SHALL BE -BE ASFOLLOV
RECEPTACLES SHALL ., _�S.
TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WRE-1- PNL/CCT RECEP TYPE HGT AFF REQUREMENTS REMARKS INSTALLED AT AN ACCESSIBLE TABLE. GC/EC SHALL REFERENCE FINAL DECOR
oo4.2OE1 2 MENU BOARD - DIGITAL - SEEO 120/1 2.1 20A 2 #12, 1 #12 EG - 1/2-C NOTE 1 (2) IG5262 7t-9" REFER:*NCE DIGITAL MENU BOARD SLIPSHEET FOR DETAILED PLANS AND PROVIDE RECEPTACLES AS NECESSARY FOR COMPLIANCE. (TYPICAL) MAXIMUM LENGTH 85FT. 2 #12, 1 #12 E.G. 15�
ISOLATED EACH INSTAI LATION INSTRUCTIONS MAXIMUM LENGTH 140FT. 2 #10, 1 #10 E.G. 3�
MAXIMUM LENGTH 225FT. 2,1
,f8, 1 #8 E.G.
004.21 Ell 2 MENU BOARD - DIGITAL - MEDIA PLAYER 12071 1.0 20A 2 #12, 1 #12 EG - 1/2*C NOTE 1 �23 IG5262 T-_CREFER�_NCE DIGITAL MENU BOARD SLIPSHEET FOR DETATED -1
MAXIMUM LENGTH 350FT.
ISOLATED EACH INSTAI,,LATION INSTRUCTIONS 2 #6, 1 #6 E.G.
81
004.21 E2 2 MENU BOARD - DIGITAL - MEDIA PLAYER DATA CABLE JB -0. JFW/I" C. TO TERMINATE ABOVE CEILING W/BUSHING. FOR CAT-5 GBOUNDING:
3. UNLESS OTHERWISE NOTED ALL CONDUCTORS SHALL BE RUN IN THIN WALL
CABLE3. SUPPLY W/ GROMMETED OPENING IN COVER PLATE CONDUIT AND THIN WALL CONDUIT
1. THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND SHALL BE UNDERWRITERS' APPROVED
004.21 E3 2 MENU BOARD - DIGITAL - MEDIA PLAYER 77�� 2" C04DUIT SLEEVE THROUGH MENU BOARD WALL FOR TIVELY GROUNDED AS REQUIRED BY NATIONAL ELECTRICAL CODE. GALVANIZED ELECTRICAL METALLIC T
PASSI-IROUGH OF DATA CABLES. PROVIDE BUSHING ON EACH END EFFEC UBING. COUPLINGS AND CONNECTORS
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215.001E1 7-POS PC HARDWARE - FRONT COUNTER 120/1 3,0 EA. 20A 2 2j 1 #12_10, 1 #12 EG -NOTE 1 IG4700 2'-0" EC TO RUN 1/2" COND IN WALL FOR FLUSH MTD SPCL. RECEP FOR' ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SHALL BE STEEL SET-SCREW TYPE,-,,,ZINC OR CADMIUM PLATED. MC CABLE CY >_j
ISOLATED #�'C MAY BE USED WHERE CONCEALED IN WALLS.
1/2 KEYSTATIONS (MONITOR,CPU &CASH DRAWERS) SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITT`INGS AND 0
216.o4El 1 ORB MONITOR (MINI) 120/1 1.5 EA. 20A 2 #12. 1 #12-IG, 1 #12 EG -NOTE 2 IG4700 EQUIPMENT. (n
0
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ISOLATED 1/2"C 4. ALL RACEWAYS SHALL BE PROPERLY ALIGNED, GROUPED, AND SUPPORTED ry
1 ORB MONITOR 120/1 1.5 EA. 20A 2 #12. 1 #12 �G, 1 #12 EG -NOTE 2 IG4700 FLUSH ON BY MECHANICAL TYPE 'CADDY' CLOS AT INTERVALS NOT EXCEEDING 8 C1_
216.05E1 ISOLATED 1/2"C FEET.
219.00E1 3 POS - RECEIPT PRINTER 120/1 0 7 20A 2 #12. 1 #12 IG, 1 #12 EG NOTE 1 IG4700 0 CLG OUTLET BOXEaZUEVICES: __j
Lij V) 't
ISOLATED 1/2-C 5. ALL RACEWAYS WITH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR
1. ALL OUTLET BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED r co
RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS SHALL BE
WITH SUITABLE SCREW FASTENED COVERS. OPEN KNOCKOUTS OR HOLES 0
NOTE: PROVIDE WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR.
IN BOXES $HALL BE PLUGGED WITH SUITABLE BLANKING DEVICE, 12
GROUND CONDUCTOR -SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM LLJ 'D., 0
1. USE EXISTING CIRCUITRY. CONTRACTOR TO VERIFY EXISTING CIRCUITS AND INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES, ry
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BREAKER SIZE. UPGRADE BREAKER AND CIRCUIT TO MATCH NEW EQUIPMENT 2. OUTLET BOXES SHALL BE 4 INCH SQUARE x 2-1/8" DEEP. OUTLET 6i
M LO Z to
EQUIPMENT GROUND CONDUCTOR ��SIZES FOR CIRCUITS WITH PHASE D.B. JOB #14177 Uj
REQUIREMENTS IF EXISTING CIRCUIT IS TOO SMALL. BOXES LOCATED ABOVE THE CEILING SHALL BE LEGIBLY IDENTIFIED WITH Q:� Z Ej
CONDUCTORS LARGER THAN NO. �2 AWG ARE INDICATED ON DRAWINi 0 N
BRANCH CIRCUIT NUMBER OF CIRCUIT TERMINATED WITHIN BY MEANS OF 0 (A -
GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUSS IN CL z
2. CONNECT TO SPARE 20A-1P 120 VOLT BREAKER. FURNISH AND INSTALL BLACK PERMANENT MARKER. _D w X X 0
PANELBOARDS. 11AAMONDBACK w -
BREAKER IF A SPARE IS NOT AVAILABLE. < VO) 09 a w I
5; Uj 0 0 t= 8
6. RACEWAY PENETRATIONS OF FIRE RATED WALLS AND/OR FLOORS ENGINEERING a 0 M co 0
SWI!QHGEAR� SHALL BE SEALED TO MAINTAIN INTEGRITY OF CONSTRUCTION. 1801 North Himes Avenue 1402.38
ALL PRODUCTS, MATERIALS AND METHODS OF INSTALLATION SHALL 0
1. PANELBOARD DIRECTORY CARDS SHALL BE TYPEWRITTEN WITH ACCURATE BE UL APPROVED AND MEET NFPA. Tampa,Florida 33607 z
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AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF Tele. (813)350-0080*Fax. (813)350-0083 E 2 . 0
CONSTRUCTION. REG.NO.EB9758 J AA-0003276 _j
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1. ALL J-30XES AND RECEPTACLES SHOWN ON THIS PLAN SHALL BE WATERPROOF. CONNECT TO EXISTING LIGHTING CIRCUIT THAT WAS MADE SPARE BY DEMOLITION
IF SIGN 6,GE DOES NOT COME WITH DISCONNECT SWITCH PROVIDE TOGGLE SWTCH OF EXISTING MANSARD, LIGHT BEAMS AND SOFFIT LIGHTS. CK
WITH WEATHERPROOF COVER. C14
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NOTE:
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2. PANELBOARD DIRECTORY CARDS TO BE UPDATED WITH NEW INFORMATION.
3. ROOF LIGHT BEAMS TO BE REMOVED. CIRCUITS NOT BEING REUSED FOR NEW VERIFY LIGHTING FIXTURE CATALOGUE NUMBERS
ca
LIGHTS ARE TO BE REMOVED BACK TO PANEL LP NTH CIRCUIT BREAKER TURNED
WITH INTERIOR DESIGNER PRIOR TO ORDERING
OFF AND LABELED SPARE.
FIXTURES.
4. FIELD VERIFY EXACT LOCATIONS OF JUNCTION BOXES AND CONNECTIONS TO LIGHTS,
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1801 North Himes Avenue C5 1402.38
Tampa,Florida 33607 z
.0080*Fax.(813)350-0083
Tele. (813)350
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REG.NO.EB9758
AA-0003276
PRODUCT5 FOR U5E IN HVHZ
U5EID IN TH15 PRODUCT CATEGOIR*r 5U5 CATEGOF%:.Y MANUFACTURER 5TATE OF FLORIDA EXPIRAT'llON DATE
5U5MITTAL APPROVAL NUMf5Ef;R
ROOFING 5INGLE FL"*f ROOF 5"'�5TEM5 ( IMPACTI HZVZ) JOHN5 MANVILLE NOA #12 - 0605,02 12/24/14
ROOFING 5INGLE PLY ROOF 5Y5TEMS ( IMPACT/ HZVZ) CARL 15LE 5YNTEC NOA #13 - 0219,10 00/31/14
ROOFING ROOFING TILE5 - 5PAN15H 5 TILE ( IMPACT/ HZVZ) E301RAL ROOFING LLC FL 601 - Ra 01/02/la
NOA 1112 = 0904.00
ROOFING METAL ROOFING - CEE - LOCK- PANEL, ( IMPACT/ HZVZ) 5ERRIDGE MANUFACTURING CO. NOA #12 - 1113,01
PANEL WALL5 5TOREFRONT5 ( IMPACT/ HZVZ) YKK AP AMERICA FL 14210= R2 12/31/14
EXTERIOR tDOOR5 5WINC=:sING - 5TOREFRONT ( IMPACT/ HZVZ) YKK Af= AMERICA FL 12522 = Rl 12/31/14
EXTERIOR IDOOR5 5WINGING - 5TEEL DOOR ( IMPACT/ HZVZ) INGEROLL - RANID FL 12400 = R2 05/05/15
NOA #10 - 02013,0(o
WINDOW5 PA55 -THIRU ( IMPACT/ HZ\/'Z) READY ACCE55 FL 51023 - R2 12/31/14
PRODUCT5 NOT FOR U5E IN HVHZ
U5ED IN TH15 5TATE OF FLORIDA
PRODUCT CATEGOR*r 5U5 C;ATEGOF%:ll'..Y MANUFACTURER E FIRATION IDATE
5UE3MITTAL APPIR\ OVAL NUM5ER
A
ROOFING 5INC:;LE PLY ROOF 5Y5TEM5 CARL15LE &'�NTEC INCORPORATED FL 00/29/15
DOUBLE LOCK ROOFING PANEL5 ING, FL '42 3(o - R2 04/12/15
ROOFING METAL ROOFING DIMEN51ONAL METAL5/
PANEL WALL5 5TOREFRONT5 %1'* KK AP AMERICA FL ) l(o0(o = R2 12/31/14
EXTERIOR IDOOR,5 5WINGING - 5TOREFRONT YKK AF AMERICA FD1246(o = Rl 12/31/14
'A
WINIDOW5 PA55 - THRU fREAID**r ACCE55 FL il 5102,2 - R2 12/31/14
COVER
Aq c ' 14 11 ON 5 INDEX
VA H E I I OF I
JIM TPO Universal Comers Various TAS 131 Pre-molded for easy installation of curb
MIAW COUNW RoOFING SYSTEM APPROvAL flashings or comer flashings.on JM APPRoVED FASTENERS:
man PRODUCT CONTROL SECTION categga; Roofing TPO-Coated Metal or JM TPO TA]BLF,3
11805 SW 20 Strcct,Rvoin208 Sub-CategoLy: Single Ply Roofing Membrane
DEPARTAIENT OF REGULATORY AND ECONONUC RESOURCES(RER) Marai,Florida 33175-2474 TPO J1V1 TPO T-Joint Patch 4." TAS 131 Non-reinforced membrane patch for Fastener Product Product Manufacturer
T(786)3 15-2590 F(786)31525-99 material: Number Name, Description Dimensions (With Current NOA)
BOARDAND CODE ADNW-aSTRATION DIVISION Deck Type; steel covering t-joints and/or discs and
NOTICE OF ACCEPTANCKg��....�-�-��_�m' a Maximum Desigg Pressure: -82.5 psf fasteners 1. UltraFast Fasteners Insulation and membrane H12 x,8"max. Johns Manville
Johns Manville,Corporation JMTP0 Pipe Boots I"x 6" AAS 131 Cone-shaped stepping boots designed fastener T,ength,
71717 th street TRADE NAAms OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: lif for flashing pipe penetrations #3 Phillips head
Denver,CO 80202 TAiRLE I JM TPO Peel&Stick Pipe X 6" TAS 131 Cone-shaped stepping boots designed 2. UltraFast 3"Round insulation Plate 3"diameter Johns Manville
Test Product Boots for flashing pipe penetrations Metal Plates
SCOPE: JM TPO Cover Strip 6"x 100' TAS 131 30 mil membrane with a factory-applied
This NOAis being iss d under the applicable rules.and regulations governing the use of construction Product Dimensions Specification Description 3. UltraFast Square Insulation Plate N/A Johns Manville
ue peel and stick adhesive tape used to strip Recessed Metal Plates
materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- in metal flanges
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority JM TPO-45 45 mils thick ASTM D 6878 Polyester reinforced Thermoplastic 4. High Load Fasteners Insulation and membrane it15 x 14"max. Johns Manville
TAS 131 Olefin single ply membrane. JM TPO 10"Cover Strip 10" X 100' TAS 131 30 mil membrane with a factory-applied
Having Jurisdiction(AHJ). peel and stick adhesive tape used to strip fastener for steel,wood, or #3Phillips bd
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product RM TPO-60 60 mils thick ASTM D 6878 Polyester reinforced Thermoplastic in metal flanges concrete Johns Manville
Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) TAS 131 Olefirt single ply membrane. JM TPO Penetration Pocket 7.5"x 6" TAS 131 Two-piece molded pocket with a rigid 5. Fxtra High Load Insulation and membrane Various
reserve the right to have this product or material tested,for quality assurance purposes. If this product or JM TPO-80 80 mils thick ASTM D 6878 Polyester reinforced Thermoplastic vertical wall and preformed Ranges Fasteners fastener
JM TPO Coated Metal 4'x 10' TAS 131 JM TPO Membrane laminated onto 6. High Load Plates Scam plate with reinforcing 2-3/8"round Johns Manville
material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing TAS 131 olefui single ply membrane. galvanized steel.
and the Aiii may immediately revoke.modify,or suspend the use of such product or material within their ribs and eyehooks steel plate
jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County im TPO FB_1 15 60 mils thick ASTM D 61178 Polyester reinforc4 fleece backed, JM TPO Peel&Stick RTS 6"x 1001 TAS 131 45 mil TPO membrane strip with a 3 7. Extra High Load Plates Insulation Plate Various Johns Manville
product Control Section that this product or material fails to meet the requirements of the applicable TAS 131 Thermoplastic Olefm single ply tape factory laminated along one edge
building code. membrane. JMTP0 Peel& Stick 10" 10"x 100' TAS 131 45 milTPO membrane strip with a 3" 8. Galvalume Steel Plates Insulation Plate 3"diameter OMG,,Inc.
JM TPO FB-135 80 mils thick ASTM D 6878 Polyester reinforced, fleece backed, RPS tape factory laminated along one edge 9. OMG Standard#12 Insulation fastener for wood OMG,Inc.
This product is approved as described herein, and has been designed to comply with the Florida Building Code TAS 131 Thert'noplistic Olefin single ply JM TPO Curb Flashing 18"x 50 TAS 131 60 miI TPO membrane for flashing and steel
including the High Velocity Hurricane Zone of the Florida Building Code. membrane. curbs and parapet walls. 110. OMG#14 Heavy Duty Roofing and insulation Various 01VIG,Inc.
DESCRIPTION: JM TPO Single Ply Roofing System over Steel Decks. iTyl Urethane insulation 5 gal. Proprictiny A one pall,cold-applied adhesive JM TPO Reinforced Cover 8"x 50' TAS 131 60 mil TPO membiane strip use as a Fasteners fasteners
Adhesive Strip heat-weldable strip in mechanically
LABELINC: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and JM Two Part urethane 5 gal. Proprietary A two-componcrit,cold-applied fastenedsystems 11. Dekfast Galvalume AZ50 steel insulation plate Various SFS
Insulation Adhesive adhesive Steel IICK
following statement- "Miami-Dade,County Product Control Approved",unless otherwise noted herein- TION Dekfast Galvalume 3" Insulation Plate 3-diameter SFS
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no JM TPO Membrane 5 gal. Proprietary A synthetic itibber-based adhesive used APPRovED INSULA I S: TABLE2 12. Round
change in the applicable building code negatively affecting the performance of this product. Adhesive(Solvent-Based) on single ply roofing mernbranest. Manufacturer 13. Tru-Fast MP-3 Galvalume AZ50 steel plate 3"diameter Altenloh,Brink&Co.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in JM TPO Membrane 5 gal. Proprietary A synthetic iubber-based adhesive used Product Name Product Description (With Current NOA) U.S.,Inc.
the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any Adhesive(Low VOC) with fully or partially adhered TPO 14- Ti Li-Fast DP Carbon steel,Kote PC-3 Various Altenloh,Brink&Co.
product,for sales, advertising or any other purposes shall automatically terminate this NOA_Failure.to comply roofing membrane systems. ENRGY 3,ENRGYY 3 25 PSI, Polyisocyanurate insulation Johns Manville
JM TPO Membrane 5 gal. Proprietary A polymeric,wet laying(singleside ValuTherni coated fastener U.S.,Inc..
with any section of this NOA shall be cause for termination and removal of NOA. Adhesive(Water-Based) application),low-VOC adhesive. DenaDeck Silicone treated gypsum Georgia Pacific Gypsum,LLC 15. JM TPO RhinoPlate Insulation Plates 3.15"diameter Johns Manville
ADVERTISEMENT.- The NOA number preceded by the words Miami-Dade County. Florida, and followed JMTPO Primer 3 gal. Proprietary A synthetic polymer-based primer JM JM SECUROCK Gypsum-Fiber Fiber reinforced coverboard. Johns Manville
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then Roof Board
it shall be done in its entirety. JM TPO Primer 3 gal. Proprietary A low VOC,synthetic polyiner-based
INSPECTION-. A copy of this entire NOA shall be provided to the user by the manufaeffirer or its distributors (Low VOC) primer Invinsa Roof Board High-density polyisocyanurate with Johns Manville
and shall be available for inspection at the job site at the request of the Building official. JMTP0 Walkpad -5/3211 x 30"x 50' Proprietary Textured walkway protection membrane fiber glass reinforced facers.
This NOA renews and revises'NOA No. 09-1013.05 and consists of pages I through 20. JMTPO Detail Membrane 24"x 50' TAS 131 Non-reinforced membrane for wrapping
The submitted documentation was reviewed.by Jorge L.Acebo. (61 cm.x I S.24 in) pipe flashings and vertical stacka;and for
waterproofing joints of JM TPO Coated
Metal
NOA No.- 12-0605-02 NOA No.: 12-0605.02 NOA No.: 12-0605.02 NOA No.- 12-06015.02
Expiration Date; 12/24/14 121AW Expiration Date; 12/24114
Expiration Date; 12124/14 M COW Expiration Date; 12/24/14 MIAMkMEC
Approval Date: 12/12/13 �Mw tug Approval Date: 12/12/13 Approval Date: 12/12113 Approval Date, 12/12/13
IMMIAM
Page 1 of 20 Page 2 of 20 Page 3 of 20 Page 4 of 20
EVIDENCE SUBMITTED: APPRovED ASSEMBLIES: Membrane Type: TPO Membrane Type: TPO
Deck Type 21: Steel,Insulated Deck Type 31: Steel,Insulated
Test Agency Test Identi Description Date, Membrane Type, TPO Deck Description: 18-22 ga. steel Deck IDescription: Min.22 ga. type B steel decking attached to steel supports spaced 611.o.c. using
Deck Ty
Factory Mutual Research Corporation 3032235 FM 4470 06/27/08 pe 21: Steel,Insulated System Type B(2): Base layer of insulation mechanically fastened,optional top layer adhered with Traxx 5 fasteners spaced 6"o.c. and with side laps fastened with three Traxx I
3030259 FM 4470 06/02/09 Deck Description: 18-22 ga. steel approved asphalt. screws spaced evenly between the qupports-
3031917 FM 4470 06/20/08 System Type 11(t): Base layer of insulation mechanically fastened, optional top layer adhered Nvith Ali Ckneral and System Limitations apply.Roof accessories not listed in Table I of this NOA are System Type C(l). All layers of insulation simultaneously fastened;membrane fully adhered.
3030383 FM 4470 05/13/08 approved asphalt.
FM 4470 10110/08 not approved and shall not be installed unless said accessories demonstrate compliance with All General and System Limitations apply-Roof accegsoripq not listed in Table I of this NoAare
3033700
3036842 FM 4470 10/02/09 All General and System Limitations apply.Roof accessories not fisted in Table I of this NOA are prescriptive Florida Building Code requirements and are field fabiUated utilizing the approved not approved and shall not be Installed unless said accessories demonstrate compliance with
3036559 FM 4470 10/02/09 not approved and shall not he installed unless said accessories demonstrate compliance with membranes listed in Table, 1. prescriptive Florida Building Code requirements and are field fabi icated utilizing the,approved
303SS39 FM 4470 10102/09 prescriptive Florida Building Code.requirements and are field fabricated utilizing the approved one or more layers of any of the following insulations. membranes listed in Table 1.
membranes listed in Table 1.
Insulation Layer Insulation Fasteaers Fastener Density/42
RXIOA8A TAS 131 03/29/10 Base Insulation Layer Insulation Fasteners Fastener
momentum Technologies,Inc. One of more layers of any of the following insulations. (Table,3)
RX14C8A TAS 131 03129110 (Table 3) Density/ft,
RXIOA813 TAS 131 03/29110 ;1 Base Insulation Layer Insulation Fasteners Fastener ENRGY3 ENRGY 3,ENRGY 3 25 PSI,ValuThcrm
(Table 3) Density/fe Minimum 2.0"thick 8191)10111,12, 13, 14 1: 2.67 ft2 Minimum 1.511 thick 1,2,3 1:1.78 W,
PRi construction Materials Technologies LLC JMC-180-02-01 Physical Properties 11/11/13 ENRGY 3,-ENRGY 3 25 PSI,VaIuTherm Note: AD Insulation shall be simultaneously fastened; see above for fasteners and density.
Note: Base layer shall be mechanically attached with fasteners and density listed above.
Underwriters Laboratories,Inc. R10167 UL 790 11/20/13 Minimum 1.511 thick 1� 2,3,9 1:2 ft, Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the number
Insulation panels listed are minimum sizes and dimensions;if larger panels are used the number of
TrinityJERD J33600.08.13 TAS 131 08109/13 Note-- flaw layer shall be mechanically attached with fastene.r.r.and density listed above- fasteners per board shall be increased maintaining the same fastener density(See Roofing of fastencrs shall be increased maintaining the same, fastener density. Please reftr to Roofing
Application Standard RAS 117 for insulation attachment.
Insulation panels listed are minimum sizes and dimensions; If larger panels are used the number Application Standard RAS 117 far fastening details)_
of fasteners per board shall be increased maintaining the same fastener density(See Roofing Membrane: JM TPO adhered to insulation using JM TPO Membrane Adhesive(Solvent-
Top Insulation Layer Insulation Fasteners Fastener
Application Standard RAN 117 for fastening details). (Table 3) Density/ft, Based),or JM TPO Membrane Adhesive.(Low VOC)adhesive applied to both the
membrane and substrate for a combined rate of 1.67 gal/sq.
Top Insulation Layer Insulation Fasteners Fastener JM SECUROCK Gypsum-Fiber Roof Board
(Table 3) Density/fe rvfiuiwum 1/4" thick N/A N/A Maximum Design
ENRGY 3,ENRGY 3 25 PSI,ValuTherm
Note: Top layer of insulation shall be adhered with Insta-Stik Roofing Adhesive,OlyBo'nd 500,JM Pressures: -52.5 psf (See General Limitation#7)
Minimum 1.5"thick N/A X/A Two Part Urethane Insulation Adhesive,TITESET Roofing Adhesive or Weather-Tile One Step
Note: Top layer of insulation shall be adhered with approved asphalt within the.,PVT range and at Foamable Adhesive,applied in 1/4"ribbons spaced 1211 o.c. Please refer to Roofing Application
a rate of 20-2:5 lbs/100 fe,JM Urethane Insulation Adhesive or JM Two Part Urethane Insulation Standard RAS 117 for insulation attachment Composite insulation boards nsed as a top layer shall
Adhesive.applied in%"ribbons spaced 12"o.c. Please refer to Roormg Application Standard RAS be Installed with the polylsocyanurate face down.
117 for insulation attachment Composite insulation boards used as a top layer shall be installed
"Ith the polylsocynnurate face down. Membrane: JM TPO FB adhered to insulation using JM TPO Membrane Adhesive(Water-
Based) applied to substrate only at a rate of 0.84 gal/sq. Side laps are sealed with
Membrane: JM TPO FB adhered to iusulatiQn JM TPO Membrane Adhesive(Water- a 1.5-inch wide heat weld.
Based) applied to substrate only at a rate of 0.94 gal/sq- Side laps are sealed with Maximum Design
a 1.5-inch wide heat weld. Pressures: 45 psf. (See General Limitation#9)
Maximum Design
Pressures: -45 psf.(See General Limitation#9)
NOA No.: 12-0605-02 NOA No.: 12--0605.02 NOA No.:12-0605.02 NOA No.:12-0605.02
Expiration Date: 12/24/14 MAW Expiration Date: 12/24/14 MLAMMADE Expiration Date- 12124/14 Expiration Date: 12/24/14
Ty Approval Date: :12/12/13 �ilgxu,il&ma Approval Date: 12/12/13
Approval Date: 12/12113 1" nu*COUN Approval Date: 12/12/13
APPROVED
Page 5 of 20 Page 6 of 20 Page 7 of 20_ Page 8 of 20
NOA V-M0602
ROOFING
SINGLE KY ROOFING SYSTEM OVER STEEL DECK
VA C*Nt (IMPACT/W\44Z)
;R C
JOHNS MANVILLE C40RFORATION
I OF 3
Membrane Type: TPO Membrane Type: TPO Membrane Type. TPO Membrane Type: TPO
Deck Type 21: Steel,Insulated DeckType 21- Steel,Insulated Deck Type,21. Steel,Insulated Deck Type 21! Steel,Insulated
Deck Description: Min.22 ga.type B steel decking attached to steel supports spaced 6ft. o.c.using Deck Description. Min.22 ga. steel deck Deck Description-. 18-22 ga. steel Deck Description. Min 18-22 ga.,33 ksi steel decking attached to steel supports spaced 611. O.C.using
Traxx 5 fasteners and 0.75"washers spaced 6"o.c.The washers are low carbon System Type.C(3)-* All layers of insulation simultaneously lhqtened, membrane fiilly adhered. Traxx 5 fasteners spaced 6"o.c. (at the bottom flute)and with side laps fastened
steel flat 0.75"OD with 0.328"diameter hole,and 0.065"thick.The side laps are All General and System Limitations apply.Roof accessories not listed in Table,1 of this NOA are System Type C(4); Base layer of insulation mechanically fastened,optional top layer adhered with with three'l'raxx I screws spaced 18"oc.
fastened with three Traxx I screws spaced evenly between the supports. not approved and shall not be installed unless said accessories demonstrate I compliance with approved asphalt. System Type C(5): All layers of insulation simultaneously fastened;membrane fully adhered.
system Type C(2)-. All layers of insulation simultaneously fastened;membrane fully adhered. prescriptive Florida Building Code requirements and are field fabricated utilizing the approved Ali General and System Limitations apply.Roof accessories not listed in Table 1 of this NOA are Ali General and System Limitations apply.Roof accessories not listed in'fable I of this NOA are
membranes listed in Table 1. not approved and shall not be Installed unless said accessories demonstrate compliance with not approved and shall not be installed unless said accessories demonstrate compliance with
An General and System Limitations apply.Roof accessories not listed In Table 1 of this NOA are Insulation Layer Insulation Fasteners Fastener prescriptive Florida Building Code requirements and are field fabricated utilizing the approved prescriptive Florida Building Code,requirements and are field fabricated utilizing the approved
not approved and shall not be installed unless said accessories demonstrate compliance with (Table 3) Density/W membranes listed in Table 1. membranes listed in Table 1.
prescriptive Florida Building Code requirements and sire field fabricated utilizing the approved ENRGY 3.ENRGY 3 25 PSI,ValuTherm Insulation Layer Insulation Fasteners Fastener Density/fU Base Insulation Layer Insulation Fasteners Fastener
membranes listed in Table 1. Nlinimuni 1.5"thick 112,3 1:2 fV (Table 3) (fable 3) Density/ire
Base lusulution Loyer Insulation F9steners Fastener ENRGY 3,ENRGY 3 25 PSL ValliTherru ENRGY 3,ENRGY 3 25 PSI,ValuThvrm
(Table 3) Density/fe Note: insulation layer shall be mechanically attached wi fasteners and density listed above. Minimum 1.5"thick 1,2,3 1;2 ft, Minimum 1.511 thick N/A NIA
ENRGY 35 ENRGY 3 25 PSI,ValuTherin NIA NIA Insulation panels listed are minimum sizes and dimensions;if larger panelsare used the number Note.: Insulation layer shall be mechanically attached With fasteners and density fisted above. Top Insulation Layer Insulation Fasteners Fastener
Minimum 1-5"thick of fasteners per board shall be Increased maintaining the same fastener density(See Roofing Insulation panels fisted are minimum sizes and dimensions;If larger panels are used the number (Table 3) Density/fe
Application Standard RAS 117 for fastening details). of fasteners per board shaN be.increased maintaining the same fastener density(See Roofing Plywood
Top Insulation Layer insulation Fasteners Fastener Application Standard RAS 117 for fastening details). Minimum 19/3212 thick 1,2,3 1:2 fti
(Irable 3) Density/fil Membrane: im TPO fully adhered with JM TPO Membrane Adhesive(Water-Based)applied
Plywood to substrate only at a rate of 0.84 gal/sq. Laps,2"wide,(Ire,sealed with a 1.5" Membrane: JMTF0 F8 adhered to insulation using JMTP0 Membrane Adhesive(Water- Note. All layers of insulation shall he mechanically attached using the fastener density listed
Minimum 19/32" thick 1,2,3 1:1.78 ft' wide heat weld. Based)applied to substrate only at a rate of 0.84 gal/sq. Side laps are sealed with above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used,
Maximum Design a 1.5-inch wide heat weld. the number of fasteners shall be jurrensed maintaining the %nine fastener density. Please refer to
Note: All Insulation layers shall be simultaneously fastened; see top layer above for fasteners and Pressures: -45 psf. (See General Limitation 0) Maximum Design Roofing Application Standard RAS 117 for Insulation attachment.
density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used,the Pressures: -45 psf. (See General Limitation#9) Membrane: Jlvl TPO F13 adhered to insulation using JM TPOMembrane Adhesive(Water-
number of fasteners shall be increased maintaining the same fastener density. Please refer to
Based) applied to substrate only at axate of 0.84 gal/sq. Side laps are sealed with a
Roofing Application Standard RAS 117 for insulation attachment. 1.5-inch wide heat weld.
Membrane: JM TPO adhered to insulation using im Tpo Membrane Adhesive(Solvent- Maximum Design
Based)applied to both the membrane and substrate for a combined rate of 1,67 Pressures: 45 psf. (See General Limitation#7)
gal/sq.
Maximum Design
Pressures: -75 psf. (See General Limitation#7)
NOA No.:12-0605.02 NOANo.- 12-0605.02 NOA No.: 12-0605.02 NOA No.: 1,2-06S-.02
Expiration Date. 12/24114 KMIA PDADE UNTY Expiration Date; 12/24/14 M MDE COUNWM Expiration Date; 12124/14 �ME Expiration Date; 1-2124/14
�Iug -LOAMIRM Approval Date: '12/12113 Approval Date: 12/12/13 Approval Date: 12112/13
Approval Date: 12/12/13 9
Page 9 of 20 Page 10 of 20 Page 11 of 20 Page 12 of Zo
Membrane Type: TPO
Membrane Type: TPO Membrane Type: TPO Deck Type 21: Steel,Insulated Membrane Type: TPO
Deck Type 21: Steel,Insulated Deck Type 21: Steel,Insulated Deck Description: Min 18-22 ga.,80 ksi steel decking attached to steel supports spaced 6ft. o.c. Deck Type 21: Steel,Insulated
Min 18-22 ga., 80 ksi, steel deck faste d 6"o.c. with two Traxx 5 fasteners in
Deck Descilpflon: ming Traxx 5 fasteners spaced 6"o-c.(at the bottom flute)and with side laps Deck Description: Miu 18-22 ga., 33 ksi steel decking attached to steel supports spaced 6ft.o.c.
Deck Descriptl.on: Min. 22 ga. steel deck supports spaced 6' o.c. Side laps fastened with Tram 1 screws spaced evenly rising Traxx 5 fasteners spaced 1 6"o.c. (at the bottom flute)and widi side laps
fastened with Traxx I screws spaced evenly between supports.
System Type C(6): All layers Of insulation simultaneously fastened;membrane fully adhered. between qupports_ fastened with three Traxx I screws spaced evenly between qupports.
t listed in Table 1 of this NOA are System Type D(1): Membrane attached over preliminary fastened insulation. N
Ali General and System Limitations apply.Roof accessories no System Type C(7): Top layer of insulation inechanicauy fastened-,membrane adhered to fastener System Type D(2)-. Membrane attached over preliminary fastened insulation.
not approved and shall not be installed unless said accessories demonstrate,compliance,with plates. Ali General and System Limitations apply.Roof ac.ceswries not listed in Table 1 of this NOA aire
prescriptive Florida Building Code requirements and are field fabricated utili7ing the approved notapproved and shall not be installed unless said accessories demonstrate compliance with AII Gener2l and System Limitations apply.Roof accessories not.listed in Table I of this NOA are
-e fie i gth r d not approved and shall not be Installed unless said accessories demonstrate,com. Hance with
membranes listed In Table 1. Ali General and System Limitations apply.Roof accessories not listed in Table I of this NOA are prewriptive Florida Building Code requirements and ai .1d fabricated UtillZIM #app AVP p
not approved and shall not be installed unless said accessories demonstrate compliance with membranes listed In Table 1.The following assembly Is approved to a maximum design pressure prescriptive Florida Building Code requirements.and are field fabricated utilizing the approved
Base Insulation Layer insulation Fasteners Fastener listed with specific fastening patterns. No substitutions shall be made. membranes listed in Table 1.The following assembly is approved to a maximum,design pressure
(Table 3) Density/W prescriptive Florida Building Code requirements and are Reld fabricated utilizing the approved
membranes listed inTable 1. listed with specific fastening patterns. No substitutions shall be made.
JM SECUROCK Gypsum-Fiber Roof Board Base.Insulation Layer Insift0on Fasteners Fastener Dcffitty/fe
Minimum 0-51,thick N/A N/A Base Insulation Layer Insulation Fasteners Fastener (Table.3) Base Insulation Layer Insulation Fasteners Fastener Density/ft.2
(Table 3) Density/fe (Table 3)
insulation Fasteners Fastener ENRGY 3,ENRGY 3 25 PSI,ValuTherni
Top Insulation Layer ENTRGY 3,ENRGY 3 25 PSI,ValuThCFM FNRGY 3 ENRGY 3 25 PSI ValuTherin
(Table 3) Density/ft2 Minimum 1.5" thick N/A N/A
Minimum 1.511 thick 4) 15 1:4 ft2
Minimum 1.511 thick N/A N/A
JM SECITROCK Gypsum-Fiber Roof Board Fastener Dens
Top Insulation Layer(Optional) Insulation Fasteners ity/ft,
minimum 5/81'thick 8,9,10,11, 12, 13, 14 1:4 W Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Top Insulation Layer fO tional) Insulation Fasteners Fastener Densi
(Table 3) Density/ft P ty/ft,
fastener density listed
Note: An layers of insulation shall be mechanically attached using the DensDeck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board DensDeck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board (Table 3)
above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, Minimum 1/4"thick 4715 1:4 ft2 Minimum 1/4"'thick N/A N/A
the numberof fasteners shall be increased maintaining the same fastener density. Please refer to DensDe.ck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board
Minimum%11 thick N/A N/A
Roofing Application Standard RAS 117 for insulation attachment. Plywood Note., Ali insulation shall have preliminary attachment,prior to the installation or the roofing
Membrane: im TPO FB adhered to insulation using.TM TPO Membrane Adhesive(Water- Minimum 19/321,thick 4,15 1:4 f(2 membrane at a minimum application rate.of two fasteners per board for insulation boards having
Note: Ali!mutation shall have preHE attachment,priouto the Installation ofthe roofing
Based)applied to substrate only at a rate of 0.84 gal/sq. Side laps are sealed with a Note: Top layer of insulation shall be mechanically a 'ached using the fastener density listed no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension
greater than 8 ft. membrane at a minimum application rate of two fasteners per board for insulation boards having
1.5-inch widc,hcat weld. above. The Insulation panels listed are minimum sizes a Id dimensions; 11'larger panels are used, no dimension greater than 4 ft.,and four fasteners for any insulation board havm* g no dimension
the number of fasteners shall be increased maintaining t c same fastener density. Please refer to Membrane: JM TPO mcchanically fasteucd to the dcck through the insulation as described greater than 8 ft.
maximum Design Roofing Application Standard RAS 117 for insulation att chment. below, side laps are sealed with a 1.5-inch wide heat weld-
Pressures: -45 psf (See General Limitation#9) Membrane: JM TPO mechanically fastened to the deck thr
A ough the insulation as described
Membrane: JM TPO membrane bonded to JM TPO RhiuoPlates fastened as specified above. Fastening#1. Membrane is mechanically attached using ffigh Load fasteners and plates spaced below. Side laps are sealed with a 1.5-inch wide heat weld
Side laps are sealed with a 1.5-inch wk e heat weld offset fi-om the plates. 6"o.c.within laps of an 8 ft.wide sheet.
MaWitiumDesigitP�essure-52.Spsf. (See General Limitations# 7) Fastening#1: Membrane is mechanically attachcdusing Extra Iligh Load fasteners and plates
Maximum Design spaced 12"o-c-within laps of an 8 ft-wide sheet.
pressures; -67.5 psf. (See General Limitation#7) Fastening#2. Membranc is mechanically attached using Extra Iligh Load fastcacrs and plates MaUlauln Design Pressure-45psf. (See General Lunitaftons# 7)
spaced 12"o-c-within laps of an 8 ft.wide sheet.
Maximum Design Pressure-45psf. (See General Limitations# 7) Fastening 1/2: Membrane is mechanically attached using Mgh Load fasteners and plates spaced
6"o.c.within laps of an 8 ft.wide sheet.
Fastening#3: Membrane is mechanically attached using High Load fasteners and plates spaced
Maximum Design Pressure-60psf. (See General Limitations A 7)
6"o.c.within laps of a 10 ft,wide sheet. 'I
J
Maximum Design Pressure-45psf. (See GeneralLitnitatious#7) Fastening H3- Membrane is mechanically attached using I-ligh Load fasteners and plates spaced
6"o.c.within laps of a 10 ft.wide sheet.
Fastening#4: Membrane is mechanically amchled using Fxtra High Load fasteners and plates Maximum Design Pressure-45psf. (Sec General Limitations#7)
spaced 12"o.c.within laps of a 10 ft.wide sheet.
Maximum Design Presyure-45psj.' (See General Limitations# 7) Maximum Design
Pressures-. See Fastening,Pattern. (See General Limitatio #,7)
Fastening#5: Membrane is mechanically attached using Extra High Load fasteners and plates
spaced 6"o.c.within laps of a 10 ft.wide sheet.
Maximum Design Pressure-5.%5psf- (See General Limitations# 7)
Maximum Design
Pressures: See Fastening Pattern. (See General Limitations#7)
NOA No.: 12-0605.02 NOA No.: 12--0605.02 NOA No.: 12-0605.02 NOA No.:12-0605.02
Expiration Date: 12/24/14
Expiration Date: 12/24/14 Expiration Date: 12/24/14 Expiration Date, 12/24/14
WMAMMN3E
ILMIAMMMOF Approval Date: 12/12113 Approval Date: 12/12113
"Ala, -oval Date: 12/12/13
Approval Date- 12/12/13 1�1010"I NNW �341& ANNEW AppL
Page 13 of 20 Page 14 of 20 Page 15 of 29 page 16 of 20
NOA M2-ft.0502
ROOFM
PLY RDOFM -SYSTEM OVER STEEL DECK
(IMPACT/HVHZ)
JOHNS MANVILLE COWORATION
2 OF 3
Membrane Type: TPO STEEL DECK SYSTEM LEWTA-HONS.-
Membrane Type. TPO Deck Type 21: Steel,Insulated Membrane Type. TPO I. , If mechanicalatuichment to the structural deck through the lightweight ins I ulatiag concrete is proposed,a field
Steel,InSUlat-A
Deck Type 21- withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and
Deck Type 21* Steel,hisulated Deck Description: Min 18-22 ga.,Grade 80,steel eck fistened 6"o.c.with two Traxx S density. All testing and I fastening design shall be i I n comphance with Testing,Application Standard,TAS 105 and
De q ck Description. Min 18-22 ga., 33 k-si steel decking attached tosteel supports spaced 6ft.o.c. fasteners in supports spaced 6' a.c. Side laps fastened with Traxx I screws Deck Description'. Min 18-r22 ga.,steel deck fastened 6"o.c.with two Tram 5 fasteners in
supports spaced 6' o.c. Side laps fastened with Traxx I screws spaced evenly Roofing ApplicationStandard RAS 117 and/or RAS 137, calculations'shall be sigued,and sealed by a Florida
S fasteners and 3/4"washers at each rib spaced 6"o.c. (at the spaced evenly between support:i.
using 2 Traxx between supports. Registered Engineer, Architect, or Registered Roof Consultant.
bottom flute), 'lhe washers Afelow,carbou steel flat 0.75"OD with 0.328"
System Type D(4)-, Membrane attached over prelin inary fastened insulation- 2- For steel deck application wherespecific deck construction is not.referenced- The deck shall be,a minininin 22
diameter hole,and 0.065"t ck.The side laps,are fMtened with three Traxx 1 System Type 1)(5): Membrane attached over preliminary fastened insulation. gage attached with 5/8"puddle'welds with weld washers,at.evety flute with maximum deck span of 5 ft. o.c.
screws spaced evenly between the supports. Ali General and System Limitations apply.Roof acces iories not listed in Table I of this NOA are
not approved and shall not be installed unless said acc L-ssories demonstrate compliancewith All C.Pupial andSystem Umitationq apply.Roof,accessories not listed in Table I of this NOA are
GENERAL LIMITATIONS.
System Type D(3): Membrane attached over preliminary fastened insulation. not approved and shall not be Installed unless said accessories,demonstrate compliance with
prewriptive Florida Rhilding Code requirements and re field fabricated utilizing the approved -rent Approved Roofing7Materi s,Dir"t `�'-T
1. F ire classification is not pail of this acceptance, refer to a cut al ory or
membranes listed In Table 1.The following assembly:s approved to a maximum design pressure prescriptive Florida Building Code requirements and are field f0kicated utilizin the approved
AliGelleral and Svstent Limitations apply.Roof accessories not fisted in Table I of this NOA are 9 fire,ratings ofthis product.
ot be installed unless said accessories demonstrate compliance with fisted with specific fastening patterns. No substitutiox s shall be made. membranes listed in Table 1.The following assembly is approved to a maximum design pressure 2. Insulation my I b I e installed in multiple layers. 'The first layer shall be Attached in compliance with Product
not approved and shall n listed with specific fastening patterns. No substitutions shall be made.
prescriptive Florida Buildin Code requirements and are field fabricatctimfili4ng the approved Base Insulation Layer Insulation Fasteners Fastener Density/W Control Approval guidelines. All other layers shall be adhered in arfUll moppingof approved asphalt applied
Base Insulation Layer Insulation Fasteners Fastener Density/W within the EVT range and at a rate of 20-40 lbs./sq.,or mechanically�attached using the fastening patteru ofthe
membranes listed in Table 1.The followmlg assemblyis approved to a maximum design pressure (Table 3) (Table 3)
fisted with specific fastening patterns. No substitutions shall be made. ENRGY 3.,ENRGY 3 25 PSI,VftluTherm top layer
Minimum 1.5"thick N/A N/A ENRGY 3,E NRGY 3 25 PSI,ValuTherm 3. All standard panel sizes are acceptable for mechanical attachment. When applied mi approved asphalt, panel
Base Insulation Layer Insulation Fasteners Fastener Densitylft2 Minimum 1.51,thick N/A N/A size shall be 4x,4,'
(fable 3) Top Insulation Layer(Optional) Insulation Fasteners Fastener Density/02 4. An overlay and/or recovery board,insulation panel is required Oil all applications over closed cell foam
PSI,ValuTherm (Table 3) Top Insulation Layer(Optional) Insulation Fasteners Fastener Density/W
ENRGY 3,ENRGY 3 25 insulations when the base sheet is fully mopped. If no recovery board is used the baseslicet shall be,applied
N/A N/A (Table 3)
Minimum 21'thick DensDeck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or.strip mopped 8" ribbons in,three
Minimum V thick N/A N/A DensDeck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board rows, one at each sidelap And one down the center of the sheet allowing a continuous,I Area of venti I lation-
Top Insulation Layer(Optional) Insula Fasteners Fastener DensitY/11`2 Minimum 1/4"thick N/A N/A
tiou, Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in�each ribbon to allow cross
(Tab I le 3), Plywood
Plywood ventilation. Asphalt application of either system shall,be at a minimum,rate of 12 lbs./sq. Note: Spot ,
DensDeck,JM SECUROCK Gypsum-Fiber Roof Board,Invinsa Board Minimum 19132"thick NIA N/A ignpressurelf)
attached systems shall be limited to a maximum.des* f-45 PSL
Minimum 191327 thick N/A NIA
Minimum 1/4"thick N/A N/A Note: All insulation shall have prelimi ary allachmeitt,prior to the installation of the roofmg 5. Fastener spacing forJusulatioA Attachment is based on a Minimum Characteristic,Force(F)value of 275 IV-
Note:, Ali insulation shall have preliminary Attachment,prior to the installation of the roofing
membrane at a minimum application rate,of two fasteners per board for insulation boards having as testedin compliance with Testing Application Standard TAS 105. If the fastenervalue,as field-tested,are,
Note: AD insulation shall have preliminary attachment,priorto the installation of the roofing ii membrane at annummil application rate of two fasteners per board for Insulation boards having
no dimension,greater than 4 ft.,and four fasteners foi�any insulation board hax ng,no dimension below 275 1bf.insulation,attachment shall not be acceptable.
a A
membrane at a minimum application rate of two fasteners per ho ird for lnsulatitkp h6nrds hq ng no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension
greater than 8 ft. 6. Fastener spAcing for mechanical attachment of anchor/base sheet or membrane attachment,is based on a
no dimension greater Man 4 ft.,and four fasteners for any insulation board having no dimension greaterthan 8 ft. minimum fastener resistance value in con thin
junctionwith the maximum desi va listed wi �a.speciflc
Membrane- JM TPO mechanically fastened tc the deck through the insulation as described ga Wuq
greater than 8,ft. Membrane: JM TPO is primed with JM TPO Primer or JM TPO Primer(Low VOC)and system. Should the fastener.resistance be less than�that required, s determined by the Building Official, a.
below.
im TPO mechanically fastened.to the deck throu the insulation.as described attached to the deck through the insulation with JM TPO 10"RPS membrane revised fastener spacing,prepared,signed and sealed by,a Vloriida�RegisteredEngineer,Architect,or
Membrane: gh
-astcuer spaced 6"o.c.in fastener rows e lize thti -a al
Fastenine#1; JM TPO RhinoPlates and High Lead r 5 Registered Roof Consultant maybe subinitted. Said revis d fastener spacing shall uti, witlidt w
below, Side laps,are sealed With a 1.5-inch wide heat weld strips mechanically fastened as described below-
spaced 120".Laps are sealed witt a minimum 1.5"heat weld. resistance value tak-en from Testing Application Standards TAS.105 and calculations.in compliance with
enerq and plates spaced. JM,TPO 10"RPS membrane,strip
Membrane is mechanically,attached using'r ffigh Load ftst Maximum Desigan 1!ressure-45,z�f. :,(See General Limitations 9 7) s are secured to deck4hrough the insulation Roofing Application Standard'RASI 17,
6"o.c.within 6"'laps of a 5 1 wide sheet. Side laps sealed With a minimum 1.5- with High Load Plates and High Load Fasteners in 114"rows, 6"o.c.The
7. Perimeter and corner areas, shall comply with.,the ,enhanced-uplift pressure requ, irements of these areas.
heat weld. Fastening#2: im TPO RhinoPlates and High Load Fasteners spaced 12"o.c, in fastener rows fasteners and plates are,installed in the center down,the,middle of the JMTPQ -shall be increased,for both m' sulati' and �as sheet,as calc ed in complianc with
Fastener densities on 0
spaced 60".Laps are sealed with�t minimum 1.5"heat weld. 101,RPS membrane strips.The primed JM TPO membrane is walked in over the Roofing Applicatioii Standard RAS, 117''and/or I RAS ',13T Calculations prepa I red, signed and,sealed by a
maximum Design Maximum Design Pressure-52.5psf. (See General Limitations 4 7) self-adhereingJM TPO,107 RPS membrane st ' . The,JM TPO membrane side
Pr I essures: w82,.5 psf. (See General Limitations# rips Florida registered Professional Engineer Registered:Architect, or Re d Roof Consultant (W
giste,re, hen. this
laps are sealed with a minimum 1.5"heat welds offset from the,RPS membrane
limitation is specifically referred Yfithhk this NOA,General Lllmitatiou.#9 will not be applicable.)
I
Fastening#3: im TPO,RhinoPlates and ffigh Load Fasteners spaced 6".o.c.in fastener rows strips. 11 J coa
8. All attachment,an'd sizing of penimeternailers,metal profile',and/or flashin termination desi�ws sha orm
9
spaced 60".Laps are sealed with a minimum,1.5-heat weld,.
with Roofing Application Standard R q
Maximum,Design AS I I I and,applicable winfload re uirements.
Maximum Design Pressure-105 (See General Limitations# 7)
Pressures: -52.5 psf.(See General Limitations#7) 9. The ma�imuin designed pressure limitation listed shall be applicable to all,roof pressure zones(i.q�field,'
perimeters,,and corners).Neither rational analysis,nor extrapolation shall b6,per,mitte&fbrenhanced fastening
Maximum Design
at enhanced pressure zones(i.e.perimeters,extended comers and comers (When this Rotation is_
Pressures-. See Fastening Pattern. (See Geuej al Limitations#7)
specifiCally referred within this NOA,General Limitation 97,will not:bc applicable.)
10. All products listed herein shall have,a quality assurance audit in accordance with the'Florida Building Code
and Rule 9N-3 of the Florida Administrative Code.
END OF:THIS ACCEFfANCE '
NOA No.:12-,0605-02 NOA No.:12-0605.02... NOA No.: NOA No.:,12-0405.02
Expiration Date; 12/24114 : Expiration Date; 12/24/14 Expiration Date; 12124/14 Exp ion Dole; 1212444
M 1,
Approval Date: 12/12/13 Ap roval Date: 12112/13
WMIAM Approval Date.- 12/12/13 Approval Date.- '12/12113
Page 17 of 20 Page 18 of ZO Page 19 of 20 Pate.20.of ZO
3
0
NOA 12-06MO2
R00FNG
SWsLE FLY ROOFING SYSTEM OVER WEEL DECK
MIAM 0"UMM
Ran
(IMPACT/WV14Z)
JOHN$MANVILLE CORDORATION
CV/
3 OF 3
Building Code Online Page I of 3) Florida Building Code.Online Page 2 of3 Florida Building Code Online Page 3 of J
Florida
Equivalence of Product Standards UY�jjci' AL FAROOQ CORPORATION
-J �0�4 _NPO
L-2
Certified By
CONSULTING ENGWEERS&PRODW-T DEVELOPMEp4.T
:2
Sections from the Code 0� won= 1 36 SW 8.7"Avenue-Miami, Ft 331,74
In User Registration Hot TOPICS submit surcharge Stats&Facts Publications FESC FtZtff 9CIS Site Mao Units Search
Fvida BaS Home Log ----—----
ContaCt US 1940 North Monroe Street,TallanaSsee FL 32399 Phone:550�487-IaZ4 PRODUCT APPROVAL EVALUATIOU
3 u s i n e st(,,i., RULE.CHAPTER 014-3,006, METHOD t OPTION:D
Product Approval The State'If 001103 iSr an AAJEE0 emplover- Statg of 02rAa.i:Peiva(�A 5tatemen Argasibilitv Statement PgLf,.d*tate;hen
nDrofess! na W USER:R'blir V�l Product Approval Method Method I Option D
Under Florida law,a�oiail addresses are public rewrds,if you do not want your P-mail address released In response to a public-records request,do not FL 1421.8-M
Regulation send electronic mail to this entity.Instead,contact the office by phoAe o,by traditional mail.If you have any questions regarding DBPR's ADA web I
wr vveo.ov.-ger it wenma5tera(Hoor.srammus.
1 -9/2011
A2plqyll ft" P-d—t �Ii�t Application Detail Date Submftted 12/21/2011 P
21 1 Rraduq ApArilival Aitimpts, Detaffed roduct ftLWW9jL
Date Validated 12/Zl/2011
Fl-# FL14218:-R2 Date Pending FBC-Approval Msair&durar--)LKK
Revis ion
Application Type Date Approved avm tzoiz
code version 2010 Manufacturvir Addros
VU
Application Status Approved -N&
mom MUM Nalifie:,SEAM'XII ALL
Comments 5-50 14U
15 prtjd,�tot complies
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Product Manufacturer YKK AR America Limits of Use 11ostallation Instructions �&Jfttlnl Pullet new im
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Addre5s/Phone/Emall 332 Firetower Road Approved for use outside HVHZ:Yes i Verified By: Javad Ah 70592
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Dublin,GA 31NI Marimula,Load + _ I I testim requirements.
Impact Resistant:Yes Created by Independent Third Party:Yes "d
Evaluation Reports
277-2549 Design Pressure.+70/-70
chrismoodyOykk-api.com other:This approval includes Small Mlsslle Impact FU42191 &Z Aa Gasket Leger YH5 50 fl-M,ag Installation Dmwinga#Nflfi-A
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Resistant only; see included drawings. El.iAZI YkIS SQ El St!2Wfron1(SMj)-j?AE.PDE
i created by Independent Third Party:Yes
Authorized Signature Moody Chris The above max
unum paraulders. not occur simultanicom'
jYHS 5U FI Aluminum Storefront for Insulating:Glass
ch0smoody@ykk-api,co- 14218.2
Limits of Use j -]Installation Instructions SeelchartsrOn r combimtma of snan vs.loulds.aid mcfwr P$ye.
Approvedlor use in KVHZ:Yes PL14&1§ E7 11 YH5�p FI StoEjrrant(LMI)V106-78.PDF - ad
Ma -1409ry Tests(Tested in accordante Wfth 10111.81MA
Technical RcpretientaLlve Chris,Moody Approved for use outsid,6 HVHZ-Yes Verified By: Javad Ahmad-70592
Address/Phone/Email 332 Firetower RO Impact ReOlstailib Yes C,rea te d by In depelide nt Third Pa rty i Yes
Dublin,CIA-31,0711, Design OF435,58M+70/-70 Evaluation Reports
e
(478)277�2549 othir:this Approval Is for Larg andSmall,MIssile RZ AE YHS 5g FI$tore1MVt(L1`,11)-PAE.PDr
cKrismoodyPykk-api-com impact Resistance Created by Independent Thlild,Party:Yes ASTV E293 Am Ruff kaniam
06tM2004
1AAiundury,Im. OV14/2002
14218.3 YHS 50 FS Wuminum Storefront for Monolithic Glass
Quality Assurance Representative Greg Hultquist Limits:of Use Installation instructions HIT L-09.3-1-1203-08
rL14218 R2 11 YHS Sa FS Storefront(I-t4l)W11-52�PDF
Address/Phone/Emall 332 Firetower Road Approved for use in HVH7!Yes
Dublin,GA 31021 Approved far use outside HVHZ:Yes Verified By: Javad Ahmad 70592 AST�N-K331 Water Penetration
1(478);177751,5 impact Resistant:Yes Created by Independent Third Party:Yes i ant Test 06/261700 1, HTLA1231-0601-01
XV0111111111HOU Reports (At ASTM 547 Laborah",1-W OWIAZ2002 UFL-0231-0210-02
greghultquist@ykk-api.com Design Pressure;+90/-90
other:This approval Is for Large and Small Missile FL14218 RZ AE YHS 50�2tg[9fr_0VjLL TAS202
Impact Resistance Created by Independent Third Party:Yes
Panel Walls AST9030 Un
Category 1YIHIS,so FS Alum inum Storefront for Monolithic Glass i iform Static Air ff=kwe Test 06/26/2001 Fin--0211-0601-0;
Subcategory Storefronts &'17AS 202 Prow.
Llin'ks of Use installation Inwiiuliii�W Irriv
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Compliance Method Evaluation,Report from a Florida Reciistered Architect or a Licensed 4'ji6ved for vile outside HV.H,Z:Yes 1
d By: Jland Ahinlad'70592
Im act'Resistant-Yes - C Yes Amcrivan Test Lab of"
Florida Professional Engineer reated by Independent Third,Party r
Design Pressure;+90/-90 Evalwathile Repoittil 3"Florida
AT"F-
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Resistant only4 see included drawings.. AFj.E�E
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comparafivemaly-sis used Yes
Created by Independent Third Party,Yes
Florida Engineer or Architect Name who Java(I Ahmad T,h,er rn-all.y-Broken-Aluminu m-Stor efro.nt
14218.5 1YHS 50 TU
developed the Evaluation Report
Florida License PE-70592 Limits of Use 1ristallation Instructions
urance Entity Architectural Testing,Inc. Approved for use in HVHZ:Yes FL14218 R2 IT YHS 50 TU Storefront(L 41)V106-79.PDr
Quality Ass Approved for use outside HVHZ-Yes Verified By: ]Iavad Ahmad 70592
Quality Assurance Contract Expiration Date 12/31/2014 Impact Resistant:Yes created by Independent Third Party:Yes:
Validated BY Shawn G, Collins, PE Design pressure-+701-70 Ilevaluatilou Reports
i
Validation Checklist-'Hardcopy Received Other:This Approval is for Large and Small Missile FL14218 R2 AE-YHS 50 TU Storefront(L.
Created by Independent Third Party: Yes
Impact Resistance j
1-4218,15 50 TU Thermally Broken Aluminum,Stoiefront
celtificote of Independence PLI4218 R2 50 Limft 01 Use Installation instructions
Approved for use in HVHZ;Yes Fl-t4218 R2,II YH 50
Approved for use outside HVHZ-Yes _77,PDF,
Referenced Standard and Year(of Standard) Standard Year I,mpart Resistauh Yes Verified 4�! ]avad Ahmad 70592
TAS 201 15104 6�slqo Pressure:+70/-70' n s
Created�by Indepehde t third Party:Ye
TAS 202 1994
Other:This approval Includes Small Missile Impact Evaluation Reports
TAS 203 1994 Resistant only; see included drawings. FL14218 RZ AE Gasket 4LtIC YdS�Q1k,1921f,
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Su plemental Tests (Te'ted in accordance with TAS-201 and TA,-203)
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ENGINEERS & PRODUCT DEVELOPMENT
Sections from the Code
F13C 1626,3 Small Missile Hurricane Test
1235 SW 87th Avenue Miami, FL 33174 0&,10512003 HTL-023t-1203-02
I (TAS201&203) Impact& Cyclic Laboratory 08/0512003 1 ITL-0231 1-0415-03
&FaCtS PUbl1CaljCn& F9r_Staff BM Site Mal) Links Search
Stats affirm to;it berc- no C�arlue,� i-I ��R? rv�v,; C�:idi,-1
BctS HWoomne Log in userRegistrat On Hat'ropiCS &ub(nitSurcha e 08/05/2003 H'I'L-0231-0923-02
eui'6jig, *hicif a'Fe't -omd al'i
3usines PRODUCT APPROVAL EVALUATION
44 Product Approval Nat'l Certified Testkg 12/02/1". 9 ".NCTL-210-2245-1 0
METHOD I OPTION D
lrofessiglk al usEv;Putiic ijur RULE CHAPTER#913-72.070
Laboratories I_IV0211 9 9 9 NCTL-210-22454
Regulation FL
-oduct APProval Menu Product or pgficat on Search>A plic2tivn Lj�t Applicafim Detad Documentation from approved Evaluation or Validation Entity
Under the limitations of the attached drawings,to the bcst of iny knowledge and ability, the
Pj Date: 4/22/2009
above window/door prodtict conforim to the repirements of the 2007 Florida t3ui1dingtf.o&
FL# FL12522-RI FL12522 RI COC FL IZ522 Comp_ljap_�_�ter t�o Detailed Product Descriptio,
Application Type Affirmation 3016.pdf
Manufacturer: YKK AP AMERICA,INC. Evaluation Report Engineer:
Code Version 2010 Arshad Viqar PE#38863
Application status Approved Product Approval Method Mel hod 1 Option D Manufacturer Address- 332 FIRETOWER ROAD-DUBLIN,GEORGIA 31021 APR
Al-Farooq Corporation EB# 3538
comments
Model Name:SER1ES'35H'ALUMRDM OUTSWING ENTRANCE DOOR
Archived �. i
Date Submitted 03J21/2012 r
Date Validated 03/21/2012 Maximum Panel Width:4VI
0.
YKK AP America '11is product complies z y-; -k.:
Product Manufacturer Date Pending FBC Approva I
Address/Phone/Email 332 Firetovier Road Date Approved 03JZ3/2012 Maximum Panel Height: 96" with the High Velocity
Dublin,GA 31021
I-Itirricane Zone(HV14Z)
(478)277-2549 Maximum Transom Height: 4W1
chrismoody@ykk-api.com
4
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testing re
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mo"r�"iulm tier oir Maximum Load: +90,-90 PSE_(,�jil, I ls,� C It 1pqpt)
_ML JL_
35H Coors(Dry Glaze) Large Missile Impact
Authorized Signature David Oliver 12522.1 35H Doors(Dry"I ze) Large
Missile Impact Reference Drawings ffW07-29
davidoliver@ykic-api-com
Use
Approved for use in HVHZ:Yes FL12 22 R1 It 35H L)oorE LMT Ury Glazed
Technical Representative Jim Westphal Approved for use outside HVHZ:Yes W I df
Address/Phone/Email 7680 The Bluffs impact Resistant:Yes Veri By:Arshad Viqar, P.E. PE#38863
Suite 100 Design Pressure, +90/-90 Crea d by I nde pen den t Th i rd Pa rty: Yes
Austell,GA 30168 other. Refer to design load charts contained in the IlEval tion Repoirts
(678)396-6738 drawings for applicable wind loads. F Z2 RI A�, 35M Dqgrs LL41 Dry Glazgd iE!jgin2g The above maximum par=eters do not occur simultaneously.
jimwestphal@ykk-api.com
!Eva u t' n. f
2 22 RI AE Gasket Letter,pdf See cbarts,on drawings for combinations of span vs. loads
1 Crea d by Independent Third Party:Yes
Quality Assurance Representative Mandatory T (Tested in accordance with A-AMA 10lJ1.S.2/.NAFS-0MAS-2
6rs(Dry Glaze)Smali'Missile Tmpact 02)
oo,-r-s-ID-r-V- -a z-'e'-)—S-m--a'1-1 i-3 5-14-
Address/Phone/Email Y
Missile Impact
NOW
Insta ation Instructiorts
Lkmlts�of use
Cab�!gory Exterior Doors �A f in HVHZ:Yes fu?�,,;22 gj�Jjj5ll4 Doors SMI Dry.Glaz-ed
pioroved, gr use jg.�� 4 — ASTM E283-02 Air Infiltration 711
Yes 14urricane Test 08/0512003 Hn-023 1-0 -02
Subcategory Swinging Exterior Door Assemblies Apprbviad.for use�outsidlle HVHZ. &RA:
Impact Resistant:Yes Verifl-d.By: Arsh,adV1qar,P.E. PE*38863 Leakage Laboratory 08/05/22003 HTL-0231-0415-03
be�jigin.pressure:+90/-90 Crea d by Independent Third Party:Y4is,
09/05/7003 HI'L-0231-0923-02
Compliance Method Evaluation Report from a Florida Registered Architect '01thet'. Refer to design loadcharts contained in,the �Eval Mon Reports
or a Licensed Florida Professional Engineer d rayvings for applic I able wind loads. FL12 22 Rl�AE 35H Qqqrs SMI Dry Gla&d.Engiriee Nat'l Certified Testing
Hardcopy Received Yvaliu tion. df Laboratories 12/02/1999 NCTL410-2245-5,6
_j Evaluation Report
F 12 2-Pl:AE ragisk0t Lettenocif
!C a 0 by Independent Third Party:Yes
------- ASTM E331-00 Water Penetration" Nat'l Certified Testing 0/1999 NICTL-210-2245-6
12
Florida Engineer or Architect Name who developed the Arshad Viqar
OF,ASTM 547-00& Laboratories
Evaluation Report
Finrida Licn.ncA-. PE-18863 TAS 202
Quality Assurance EnULy ArLhiLtK;Lura1 Te�btiHfj,VIL. ASTM E330-02 -Uniforni Static Air Hurricane Test 08/05/2003 HTL-0233 1-0711-02
Quality Assurance Contract Expiration Date 12/3112014
Validated By Manhar K Jadav, P.E. Contact Us 1940 North Vionroe Street Tallahasm,e FIL 32399 Phone:��50-4,37-1$24 &TAS 202 pre-'s. Laboratory 08/0-5/2003 HTL-02-31-0106-0.3
08/05/2003 HTL-0231-0529.03
Valiclatinn Checkli.q-Hardropy Reroi�pd The State of Florida is an AA1EE0 employer.copyright 2007-ZOIO State of Florida.:;Privacy Stzbmien :;Accessibility Statement::RefundStaternen 08105/2003 HTL-0231-0923-02
Underflaridalaw e-mail addresses are public records.If you do not&,ant your e-mml address naleased in response t5o a public-racords request,do not
send elec�nicrr�il to this entity.instead,contact the office by phone or by trddiJonal mail.if you have any questions regarding DOPWs ADA vieb OV05172003 liTL-0231-0415-03
Certificate of independence PLIZ522 RI C01.AFC C01, accessibility,please contact our Web Mosw at webmasmr0dbpr.smte_fl.us Nat'l Certified Testing 12/0211999 NCTL-210-2245-1
FL12522 RI_C0I_C0I Manhar.pd Pwdtut Approval Acep= Laboratories 12/02/1999 NCI'L-210-2245-5,6
Referenced Standard and Year(of Standard) Standard Year AAIMAU02.5-76 Forced Eit try Hurricuric Test 08/0512003 HTL-0231-0711-02
TAS 201 1994 & 1303.5-76 Laboratory 0910512003 HTL-0231-0415-03
TAS 202 1994 08/05/2003 1-11'f,-0231-0529.03
TAS 203 1994
08YOS/2003 HTL-023 I-M3-02
Equivalence of Product Standards Comparative analysis used Yes X NO
M M
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0119-44 11." ci
No
Comparative wralysis.used Yes
AL FAROOQ CORPORATION 7
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FBC 1626.2 Large Missile Hurricane Test 08i05127003 HTL-023 t-1203-02
Impact&Cyclic Laboratoq 08/0502003 UTL-023 t-0415-03
F;z 94 -42.
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PRODUCT APPROVAL EVALUATION
a 08/05/2003 IITL-0231-0923-02, rn
1 OPTION D z -V
LE CHAPTER#9B-72.070 METHOD 08.110512003 HTL-0231-W 1-03
RU 1014a (a 1.w WIM (a up vi .�a. io "to
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Date: 4/2=001, American Test Lab of S.
Nat'l Certified Testing 121 N C'F L
'0211999 -210-2243-1
Detailed Product Descrintion Laboratories 12/02/1999 NCTL-210-27-45-2,3,
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Manufacturer- KK AP AMERI�CAINC. ;1 :1
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Under the limitations of the attached drawings, to the best of my knowledge an&�bill it It 1,
ity,the 8,
Cturer Address., UBLIN,G 0K(_3J_AX_(_);U k 1)
-Manufa mis W, A�j
above window/door product conforms to the requirements of the 2007 Florida 134tilding Ciode. z 02 0 0 -4
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_NTRANCE DOOR-DRY G-L—AMER 1. HE 5 � t :-./. -- - -...__4�� .1\ f i a :"i k '38
Model Name:SERIES 35H.ALUMINUM OUTSWING f�:_l q
F Moo Ea
Evaluation Report Enaineer- X
X
Maximum Panel Width:4r This product complies PE# 38863
Arshad Viqar "'�f APR 2 2009
EB#3538 26,
A]-Farooq Corporation X . . :: ,, , ;: :: -
Maximum Panel Height: widi the fligh Velocity ".9:
Hurricane Zone(HVHZ) J.,
Maximum Transom Height,4V rj n
testing requirements. U-3. Pi. A
A.'.,,.i k'r�--003 iU&',�-Pv-.Eot-c.
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90 -90 FSF Large Mis-Site IIII Ict�
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Reference Drawings#_W07-32 Uk 6 —
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See charts on drawinRs f V affilraww qui.
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Leakage Laboratory 08/05/2003 I-ITU-0231-0415-03
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American Test Lab of 08!05!'2(j03 HTL-0231-0923-02 A or i/wi
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