Loading...
899 Atlantic 2014 storefront window CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 it Application Number . . . . . 14-00001379 Date 9/12/14 Property Address . . . . . . 899 ATLANTIC BLVD Application type description WINDOW AND/OR DOOR Property Zoning . . . . . . . COM GENERAL DISTRICT Application valuation . . . . 36544 ---------------------------------------------------------------------------- Application desc storefront window ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ EQUITY ONE ATLANTIC VILLAGE ATLANTIC CONTRACT GLAZING CORP 1600 NE MIAMI GARDENS DR 12130 SE 1ST STREET RD ATTN:TREASURY DEPT SILVER SPRINGS FL 34488 MIAMI BEACH FL 33179 (352) 622-2242 ---------------------------------------------------------------------------- Permit . . . . . . WINDOW AND/OR DOOR PERMIT Additional desc . . Permit Fee . . . . 235 . 00 Plan Check Fee 117 . 50 Issue Date . . . . Valuation . . . . 36544 Expiration Date . . 3/11/15 ---------------------------------------------------------------------------- Special Notes and Comments 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 53 STATE DBPR SURCHARGE 3 . 53 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 235 . 00 235 . 00 . 00 . 00 Plan Check Total 117 . 50 117 . 50 . 00 . 00 Other Fee Total 7 . 06 7 . 06 . 00 . 00 Grand Total 359 . 56 359 . 56 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH n f 800 Seminole Road,Atlantic Beach,FL 3223 Office(904)247-5826 Fax(9041 Job Address: IN, n G ��/ emit Number: / �Y Legal Description Parcel# Flo-MArea of Sq.Ft. q. t Valuation ork$ Pro sed Work heated/cooled non-heated/cooled_4 Class of Work(circle one : Ne Addition Alteration Repair Move Demolition pool/spa window/door • t• ».-: a, t, r, Useofeyisting/pro osed structure(s)(circle one): 4(Q --M Residential If an existing structure,is a fire sprinkler s stem insta it e): Yes No N/A �JILE COPY Florida Product Approval# O��a For multiple products use product approval form type P 7 S I O-r Describe if�n�/Myp'd�Mf�eUtail the e of work to be performed: ,� !? �C �L�� "m JL Property Owner Information: n Name.�', 'P t LQC Address: � �S CE'ed_f el- L�cj/ —W�t )),OD City 0,111 S r l State( ip 7_ Phone E-Mail or Fax#(Optional) Contractor Information: / Company Name: FW�(? G(i/)•�. 0 i /����yl� Quali�g Agent: Address: City fi J7 C 4 State --J-f _Zip C Office Phone > ,v� -� Job Site/Contact Number 7�S;2, Fax# �S"c�--6,,2,)- State Certification/Registration# 31 IS Architect Name&Phone# 6/4', Engineer's Name&Phone# Fee Simple Title Holder Name and Address & Bonding Company Name and Address ./y Mortgage Lender Name and Address r Applicaiton is hereby made ro obtain a permit ro da the work and installations as indicated. 1 certify that no work or inhas commenced prior to the issumrce o a permit and drat al!work will be pe ormed to meet the standards of alt Imvs regulating construction in this jurisdiction. This permi[becomes null and void t work is not commenced within six(6 months,or ifconstrrictian or work is susppe¢nded or abandoned for a penod of six(6J rnonfhs at any time after work is commenced. l:mderstand that separate permits must be secured for Electrlcn(Work,Ptumbittg,Signs, Welts,Pools,Furnaces,Bolters,Henters, Tn,ks and Air Conditioners,eic. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR OUR LENDER ROR PROPERTY. ATTTOIF YOU NRNEY BEFORE RECORDTEND TO OBTAIN INGIYO 'URONOTICE OF NSULT H COMMENCEMENT. I hereb cert that I have read and examined this application and know the sante to be true and correct. Ali provisions of laws and ordinances governing this type of work will be complied with whether cf ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any otherfederal,state,or to regulating construction or the performance ofconstrtction. �/�, �J �_ �" Signature of Ow t. "� Signature of Contractor q)�/�yl dU C! U,�) , Print Name 1 _....................... P�IRnq►� ltlotl/rr r�. �1, GCS Sworn to and subscribed before me �`�� \ 4 sti*e ' d eb fQre me this_Day of .20 23 of= (?{� 20 �* s Notary Publictal c.1 '%9�y "? a;`���` Revised 01.26.10 10 I'D . O CD rC na III �. COP) CD a CL a O o O OPY r ° vo as etc 5 b' ov�•.• a a 't 0 CD O & 0 '�:lv ztj d p- o CL ° CD Cl, W ycr00 O N CD r a Z cr a. z �f w ° 8 � o °, �• bd CD N y � CD o CD �C In � O CD W y CD � o eD n m o 4 w ` O a4 � y d — 5A CD n * CD O �c 00 J 9� to p Oo J ON th -P, W o °o cu o o � o o a o o ¢. CD CL CD CL CD 0 CD Ln CD CD qq ci c� 0 0 a r A � C -s � b 0 C A �!7 d A 0 0 0 r v� i f C' 0 A A� CD ° n M 0 �j ° CD CDCD En � C, o � y CD .� CD a �d arc CD - �- iIL ply e t7l, � i�l °� a CD m C � C1. n 'A! CD O O n C CD b .. O CCD pj O o CD z -n 0 a d c-� O C � n n Al CD C aro CD a. fD oCD , C� CD a C CD o � a. � � o �S o CD C" Aa ° CD CCD ' o �:l CD CD W CALLING FILE COP NOTICE OF , ENCEMENT State of "1' olio No. „a County of -I-n To Whom It May Concern: (� Q The undersigned hereby informs you that improvements will be made to certain real property, and in accordance wi Seclton 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT, Legal Description of property being improved: 38-2S-29E 14.040 CASTRO Y FERRER GRANTPT RECD O/R 8130-2297 Address of property being improved: 102I Atlantic Blvd. Atlantic Beach,FL 32233 General description of improvements: Wu) �U 1 1A IN, Owner: Panera LLC Address: 3630 S.Geyer ltd., Suite 100, Sunset Hills, MO 63127 Owner's interest in site of the improvement:_Lease Fee Simple Titleholder(if other than owner): Name: Contractor: Frontier Building Cote Address: 1801 SW 3H Ave,Suite 500,Miami, FL 33129 Telephone No.:305-692-9992 Fax No: 305-692-3032 Surety(if any) Address: Amount of Bond S s Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: ` Phone No: Fax No: Wam e of person within the State of Florida, other than himself, designated by owner upon whom noticesuments s *940 served. Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice dy". ovided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address:_ Telephone No: _ Fax No: Expiration date of Notice of Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified): -- — THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: f / Before tis day of Date: in the mi,, f Bvva},Staters has personally appeared S Public-M- :-_ ,Statc of ' rid-a_Coum% ofZu"l. ;S My commission expires: Pf_ ivc rt 20141-5,5878,OR BK 16843 Page 155 Personally Krown: tip or Number Pages 1 Produc RecoroW 07%1412014 at 11.16 AIV, 7t,,, Ronnie Fussed CLERK CIRCUIT COURT DUVAL ! Pupiic, Notary Seol COUNTY le or Missouri RECORDAG 510.00 t. Louis City/ 14 ! 14 , 1 1 : 2 0 M ssron +r 13403344 Mon Expires Juts 16. 2017 FILE COPY I County of To Whom it May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 38-2S-29E 14,040 CASTRO Y FERRER GRANTPT RECD O/R 8130-2297 Address of property being improved: t_1021 Atlantic Blvd. Atlantic Beach,FL 32233 General description of improvements: p'jt 1.) >V A 1 A `r" G Owner: Panera LLC Address:3630 S.Geyer Rd., Suite 100, Sunset Hills, MO 63127 Owner's interest in site of the improvement:_Lease Pee Simple Titleholder(if other than owner): Name: Contractor: Frontier Building Corp Address: 1801 SW 3`d Ave,Suite 500,Miami,FL 33129 Telephone No.: 305-692-9992 Fax No:305-692-3032 r Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: 'Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2xb).Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: 7 p . Before t is day of in the C my f ama},State has personally appeared S; o Public M4.&&K State of-F,;eriele,County of-Ducal. My commission expires:"Sy1,vr`"a1'10, 201-7 Doc N 2014155878,OR 3K 16843 Paye 155,NumberPersonal) Known: or N" �"pages' 1 ProducC Recorded 07,1412014 at 1 T 16 AM, Ronnie Fussel CLERK CIRCUIT COURT OUVAL Notory Public, NOtory S@CI COUNTY StOte o1 Ml sour) RECORDING S10 00 St. Louis City COmmISS1On # 13403344 ' / 1 4 ! 1 4 , 1 2 ; 2 1 P M My COmmISSiOn Expires July 16, 2017 r FILE COPY, MIAMDIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 1 i 805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mJamidade.1!0V/1)Cra/ Oldcastle BuildingEnvelopeTM 803 Airport Road Terrell,TX 75160 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FG-5100"Aluminum Storefront System—L.M.I. ' APPROVAL DOCUMENT: Drawing No. FG-5100LM,titled"Product Approval Drawings-FG-5100 Storefront System", sheets 1 through 11 of 11,dated 08/27/10 with revision#1 dated 01/09/12, prepared by manufacturer,signed and sealed by William D. Cook, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL,of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 10-1102.07 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 12-0120.12 Mu►M1DADBCOUNTY Expiration Date: August 19,2014 �4e Approval Date: March 22,2012 3Jj4�f Page 1 Oldcastle BuildinaEnveloi)Jm NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No FG-5100LM, Sheets 1 through 11 of 11,titled "Product Approval Drawings- FG-5100 Storefront System", dated 08/27/10 with revision 31 dated 01/09/12,prepared by manufacturer, signed and sealed by William D. Cook, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic.Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of aluminum window wall system, prepared by Certified Testing Laboratory ;Architectural Division,Test Report No. CTLA- 1177W, dated 01/06/04, signed and sealed by Ramesh Patel, P.E. (Submitted under previous NOA# 04-0308.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Bromley Cook Engineering, Inc.,dated 04/17/09 and updated on 01/09/12, signed and sealed by William D. Cook, P.E. 2. Glazing complies with ASTM E1300-04. D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance complying with FBC-2010, dated January 09,2012, signed and sealed by William D. Cook,P.E. 2. Statement letter of no financial interest, dated January 09, 2012, signed and sealed by William D. Cook,P.E. G. OTHER 1. Notice of Acceptance No. 10-1102.07, issued to Oldcastle BuildingEnvelopeTM for their Series"FG-5100"Aluminum Storefront System—L.M.I., app ved on 03/10/11 and expiring on 08/19/14. ZAK Mapaqperez,P.E. Product CoktxA Examiner NOA No. 12-0120.12 Expiration Date: August 19,2014 Approval Date: March 22,2012 E- 1 11 FG-5100 STOREFRONT FRAMING SYSTEM LARGE MISSILE IMPACT RESISTANT a a INDEX TO DRAWINGS - SHEET 1: INDEX TO DRAWINGS AND NOTES SHEET 2: TYPICAL ELEVATION SHEET 3: TYPICAL GLAZING DETAILS SHEET 4: TYPICAL GLAZING DETAILS SHEET 5: TYPICAL GLAZING DETAILS SHEET 6: TYPICAL GLAZING DETAILS $ SHEET 7: MULLION LOAD CAPACITY CHART cuj w SHEET 8: JAMB LOAD CAPACITY CHART SHEET 9: ANCHOR CAPACITY CHART/ANCHOR SCHEDULE 32 SHEET 10: BILL OF MATERIALS o a SHEET I1: EXTRUSION PROFILES GENERAL NOTES Q G4 VJ 1) THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED A FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN LOAD CHARTS. ;O SYSTEM CONFORMS TO THE 2010 FBC, HVHZ REGION. 2) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHOR p0(, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3) BUCK, OPENINGS&BUCK FASTENERS MUST BE DESIGNED& INSTALLED "a TO WITHSTAND WIND LOADS FOR EACH APPLICATION. g 4) BUCK FASTENERS MAY NOT EXCEED 16" O,C. SPACING AROUND OPENINGS. BROMMY COo y 1I�NG,,,„�INC. FOR MIAMI-DADE 00.B.C.GO. A.r WOOD BUCKS AND THEIR ATTACHMENT TO THE STRUCTURE MUST BE DESIGNED STRUSTU a O BY SPECIALTY ENGINEER OR THE ENGINEER OF RECORD. swo ® PRODUCT REVISED Pa., uw plpn mM Me Fk" 5) THE SYSTEM SHOWN HEREIN WAS TESTED IN CONFORMANCE WITHnn,InuM C°A` DADE COUNTY PROTOCOLS TAS-201, 202, 203. No 43904 nccenance i,;o 1:• ••*�_ Ex irnlion DOR /Q- 6) A 33% INCREASE IN ALLOWABLE STRESS NOT USED IN ANALYSIS. i • GRG 8 10 ST 0117 ��'� nam enapnn NOTED 7) ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED PER FOC 2003.2.4 ,�;.•,�, OP,.'��� �Q� � ¢d FG-5100LM PLA P.0 •N`"trf�nku�`�r 2008 1 OF 11 NOTE 1: HORIZONTAL MULLION DETAIL 2/3 OR 5/3 IS OLDCASTLE BUILDING ENVELOPE SERIES FG-5100 STOREFRONT SYSTEM OPTIONAL.AT ANY LOCATION IN ANY BAT'. NOTE 2: FG-5183 TRANIMON GLAZING ADAPTER 15 OPTIONAL ANY BAY. INFINITE FRAME WIDTH NOTE 3: D.L.O..DAYLTTE OPENING NOTE 4: GLASS SIZE D.L.O.r 1 1/8" NOTE: USE JAMB D.L.O. D.L.O. 72" MAX. D.L.O. n REIMANCHORS.IFNOE NOTE:USE JAMB MSENT EEB SEE CHART SHEET♦ SEE CHART FEET 4 DOOR OPENING T. SEE HII 93 R N�AGTEN AL FOR ING AND aL LS C RE]IFF NO JAMB SEE CHART BEET 4 AN CHART ON SHi. 8. HART ON SHT OPP. 1 pr I / 1 O I � I I 1 0 I I // I Y I 1 I I 1 1 ___ I IL--- --/j __ __ rRS 9 /� 1 OPT, I I / I I \ GI s . 1 T i v z ai I ¢ x o W �l 1 / I I I I \\I Opp. o O N // EF Ci OFT. /oPr. 12 / W 11 I -/ rc 1i I I v JAMB ANCHORS TYPE A, 8,OR C. JAMB ANCHORSi MULLION I I \ I 1 / I I N 1 BEFOSHEET RHAALLOWABLE Z 1 TYPE A B.OR C. 1 I \ / 1 REINFORCING i LOADS $ 1 SEE CHART SHEET 1 1 I \ I / I 8 FOR ALLOWABLE 1 PER CHARTS LOADS i i F--. \ / --i I Hll cp 03 ANCHORS TYPE A. B.- / I I ANCHORS TYPE A. B,OR CJ / ANCHORS TYPE A.B. / OPT. rn OR C.SEE CHART SHEETS I OPT' I SEE CHART SHEET 9 FOR OR C.SEE CHART SHEET . 9 FOR ALLOWABLE LOADS MAX.MULL SPACING ALLOWABLE LOAD$ 7 FOR ALLOWABLE LOADS rT' SEE CHARTS ON tEn SHEET 7 rn SERIES FG-5100 STOREFRONT SYSTEM NOTE: A THIS STSTDA IS RATED MR LARGE MISSILE IMPACT RESISTANCE INSTRUCTIONS:4 MR 'O SHUTTERS ARE NOT REQUIRED. USE CHARTS AS FOLLOWS. OWING OPTIONS AND LIMITATIONS CODE RE"EMENTS FOR SAFEGUARDS MUST BE OBSERVED. STEP 1: DETERMINE DESIGN WIND LOAD REQUIREMENTS BASED ai W ON WIND VELOCITY,BLDG.HEIGHT.WINO ZONE M Q THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY USING APPLICABLE ASCE 7 STANDARD. a�^ WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE STEP 2: SEE CHART ON SHEET 4 FOR DESIGN LOAD g WOOD BUCKS,BY OTHNERS,MUST BE ANCHORED PROPERLY CAPACITY OF DESIRED CLASS SIZE BASED ON TO TRANSFER LOADS TO THE STRUCTURE.WOOD BUCKS SHAL APPI1CABlE MIND LOAD. BROMLEY IIO�R¢f0.INC. FOR MIAMI-DARE C0.B.GC.O. BE DESIGNED BY SPECIALTY ENGINEER OR THE ENGINEER OF RECORD. i tW PRO__ STEP 3: CHECK MAND H AND JAMB CAPACITY FOR GIVEN C( SM ANCHORS SHALL BE AS LISTED AND SHOWN ON THE DETAILS. SPACING HEIGHT dCMf USING CHARTS ON SHEETS 1B: nomeAYw4wi6UPYllb D+ ANCHOR EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND 7 k 8. :"�' 6'•;f. Diel Dob WALL DRESSING ���, THE CAPACITY SHGI1W IXCEW THE DESIGN LOAD. �, NO 43904 Ae giew No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE STIP 4. O$WC CWBf ON SHEET B SELECT ANCHOR a 'It4im Dltle OPTI�WITH DESIGN� GRG 8 27 10 TING MORE TKAM DESIGN LOAD DETAINS ARE NOT PARE OF THIS APPROVAL• � Or SPEC/1ED IN STEP 1 ABODE. V A 3=INCREASE IN ALLOWABLE STRESS IS NOT USED IN THE STATpJ l L�`a`j•'Z Mi AvbAl NOTED DESIGN � �. STEP 5: THE LOWEST VALDE RESULTING FROM STEPS 2,J 'O OF AND 4 SMALL APPLY TO ENTIRE SYSTEM. �iat P;' FG-S10O ALL STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. !IJP rA 0., ACd.L/8008 OF 11 MIN.EDGE MIN.EDGE _ DISTANCE DTAN ISCE PERIMETER SEALANT I ED SEE SCNED. { AND BACKER ROD. ; T 9 - a SHEEP B _ MIN.EDGE MIN. EDGE PERIMETER FASTENER g SEE NOTE ON SHEET 5. SEE ELEVATIONS AND DISTANCE OISTAICE 8 .A i m SHEET 9 FOR 1/4" MA%. a 4� ~s ANCHORAGE OPTIONS SEE SCHED. SEE SCHED. w SHEET 9 _SHEET; SWM SPACE ° •a SUBSTRATE VARIES PERIMETER SFAUM d d A PERIMETER FASTENER N AND BACKER ROD. m d SEE ELEVATIONS AND ¢ E SEE NOTE ON SHEET 5. �qp; ��.. v SHEET 9 FOR 6 1/4" MAX. °2W3 ��' a ANCHORAGE OPTIONS E 3 !E 11! \ SHIM SPACE - i � S 6 KAWK fY/ TYPICAL SUBSTRATE VARIES I.G. HEAD i i -4 OR 30 TYPICAL e2, LAMINATED O w 5• I HEAD o o > g EXTERIOR 1 5 OR® LJ ~ C d o: J� 16 3 6 I S. ' rcOff. EXTERIOR m a J 8 6 3 _ c TY'ICAL wEn 1 5 1—I 15 I.G. INT. nCRIZONTAL d -- 5 TYPICAL LAMINATED INT. y HORIZONTAL d tic 6 OR 38 c 1 6 OR 38 J 16 7 3 6 OR 38 S 79 PERIMETER FASTENER 3 ? \ 3 SEE ELEVATIONS AND i ©fi OR S8 SHEET 9 FOR 8 O N �P SEAL ANCHORAGE OPTIONS TYPICAL _ /PERIMETER SEALANT B S 1a.6T k��EIMIIOf RING,.WC. FOR MIAMI-DADS CO.B.GC.O. Q I.G. SILL / A1D BACKER ROD. o° 1 W SEE NOTE ON SHEET 5. ��,�.�a� raooUCT KBVISPn µ, 3/8" q �' �• q a.complYiN wiM Ow PbiY 1/4" AI MIN.'EDGE m q°i I'� 1 MIN, EDC 29 QOR 31 _ NO 4900 * gcapta�xx No �� MAX.SHIM DISTANCE Q w iil�y °d- a DISTANCE NON-STRUCTURAL FASTENERS GRG B 27 10 SPACE H li ad' LOCATE(1)O 24" FROM - fi pF qtwp Z 1{y ANCHOR TYPES: I MIN.EDGE MIN.EDGE EACH END AND(1)0 TAT JAIN 'E F NOTED MIO-POINT TO SECURE p�: Miein .ac Modua DISTANCE DISTANCE FLASHING UNTIL PERIMETER O •'�<O '(T' FG-510OLM SEE SHEET 10 FOR DESCRIPrgN f SEE SCHED. SEE SCHED. FASTENERS ARE INSTALLED. y�O�,k.EBCB SHEET 9 SHEET 9 PLA F.�p��901N�P7T���.L N 2008 3 OF 11 e EXTERIOR d 6 OR® OR 3® t c tfi 4 t EXTERIOR d 2t 6 0 B OR® c ,9 4 i \ ©OR 38 PET8ME7ER FASTENER 4 S CPP SEAL SEE ELEVATIONS AND SHEET 9 FOR - TYPICAL g b ANCHORAGE OPTIONS TYPICAL LAMINATEDPERI METER SEALANT TRANSOM SILL -AND BACKER ROD. HEADER SEE NOTE ON SHEET 5. 1/4. 1'•MIN.EDGE - ," MIN.EDGE D D g MAX.SHIM DISTANCE Gly. DISTANCE a �I SPACE 'a ._ n a e. �l_Ja� SEE SEPARATE MIN.EDGE MIN.EDGE ? Ir -1 I� DOORSTAAALL PPROVAL9 OR 31 gSTANCE DISTANCE $ ©® I I I FOR DOOR RATING NON-STRUCTURAL FASTENERS SEE SCHED. SEE SCHLD. o II II AND DETAILSUC LOCATE(1)O 24• FROM SHEET 9 SHEET 9 LlJ EACH END AND(1)o Q IL JI Qf Ci C MID-POINT TO SECURE 25 6 FLASHING UNTIL PERIMETER FASTENERS ARE INSTALLED. 1 11/18• 1/8" 1 5/16• 1/4- GLAZING /CGLAZING OPTIONS AND LIMITATIONS GLASS MAXIMUM MAXIMUM MAXIMUM j t OR® MARK GLASS TYPE MANUFACTURER D.L.O. SOUANE LOAD c OA B" lS5SIZE FEET (W) 11,C H.S.MA OUTBOARD .075'STORMOLA45 bm S t�yS7-+ _ry INTERLAYER OLDI:ASTE 57 1/Y %95 38.3 +70.0 1/C N.S.GLASS INBOARD -80.0 A LyF. t C srORurlwss SUTATED: ffi 3 Z /44 b O TEMPERRID GLASS OUTBOARDAIR SPACE +70.0 a i5 G >�py� 1/4•H.S.GLASS OLDCASTLE 57 1/Y X 96• 38.3 -80.0 J ;/� •n•li7 O .075"STORMGLASS INTERLAYER c 1/C � 8 p<W,P4 1/C H.S.GLASS INBOARD "EXTERIOR" -9/16" H.S.-HEAT STRENGTHENED 5/1 BtC, FOR MIAM-DARE CO.B0.00. A g TYPICAL GLAZING DETAIL tDt j• PRODUCT REVIs® Pa+ N� _ �muMriw dIYWI�iY • BMMHq Ooee AN.4WW 12 :9•'. 5Vw`1�:�: Or NOTED .SOA. pLOp�•:�`� Miw •oi14tF��•,� ��� FG-51H>OLM ti Ps 8 3>ADN+Ul3 0 8906 4 OF 11 ER SUBSTRATE VARIES p PE78MEIFR FASTEN � pXa SEE ELEVATIONS AND SUBSTRATE VARIES SHEET B FOR ANCHORAGE OPTIONS 8 CAP SEAL a 1 1 14 CAP SEAL ik © 7 © 7 7 7 v WYp OR OR I i Iy 4 4 I B JB s s s a d a 7X 0 C OR {'�\l� MIN. d.a • n. - E?1BED. SEE SCHED., c I 1 1 1 1 a I SHEET 9 mr' and 8 18 18 A * Zo N� _ K� 2 9 DEPTH 11 10 1S DEPTH SHALL BE JS g OF JOINT WIDTH AND 2 1/r D.LO. D.LO. 2 1/2' D.LO. D.L.O. z 1/r D.L.O. D.L.O. 2 1/Y m c LIMITED MAX. 1/Y MMAX. WIDTH SHIM SPACE / FRAME WIDTH FRAME JAMB JONT OPENING WIDTH EXTERIOR OPENING WID7H MOTH J!' MN. IW MAIL 5 5 15 11 STANDARD STANDARD HEAVY STANDARD O NO ANCHOR I.G. MULLION I.G. MUWON ANCHORED I.G. JAMB I.G. JAMB SEALANT NOTES: FF PERIMETER SEALANT OPTIONS: U$ SEE MULLION SPAN p.. DOW 795 (SILICONE) FOR MIAMI-DARE Ca B.C.QO, v, TREMCO SPECTREM 1 & 2 (SILICONE) CHARTS ON SHEET 7 ` A TREMCO DYMONIC FC (URETHANE) ' SONNE13ORN SONOLASTIC 150 (ELASTOMERIC) N"'i35 'A ��wlr *; eWMlq Cds • * •¢W avl�wair GRG 8 27 1GAGCAOB59 A &DEA %•oi T �p a PROFESSIONAL OF RECORD AND .�,P•' STA,�IV 'O'•.� 0 TO:�.`` Mroi NOTED SEALANT MANUFACTURER. �''�F'•� F•'��.`� EFG7-51 00LM $18M0lp�>MIE7 ti rs ,n aE I BBoe 5 OF 11 72 5 12 5 4 5 1 ¢ a OR OR OR —SEE SEPARATE — 3B 5 3B B =VISTAWALL 38 _DOOR APPROVAL _--- i4 — FOR DOOR RATING AND DETAILS >n M ,-�,Ir-——————-I Lr s F� U B B 18 2140 L5 ----------- D.L.O. 32 2 1/r D.L.O. D.L.O. 2 1/2, L D.LO. I 2 1/2 I DOOR OPENING D.L.O. 2 1/2" D.L.O. a� EXTERIOR ti ifi 1fi 16 is a STANDARD STANDARD TYPICAL TYPICAL LAMINATED REINFORCED DOOR JAMB TRANSOM p MULLION I.G. MULUON o ak� �g BBOMLBY COOK 6NGINEZRING,INC. FOR MIAMI—DADE CO.3.CC.0. SEE MULLION SPAN 02 CHARTS ON SHEET 7 "R c " � a PRODUC7'REVISED 6. ;'GE f ..�plYmUK Elontle Bsil pi ode& 3 A OA Aoccryt No No �¢ � i .on OeW Id CRG 8/27/101 *' ♦ NOTED M'ai Dade Peoduel L"0'• 9T A� r:�?� FG-5100LM 1 2005 6 OF 11 '•eulnul'• MULLION LOAD MULLION LOAD MULLION LOAD TYPICAL ELEVATION yy CAPACITY- PSF CAPACITY - PSF CAPACITY- PSF 8 FG-5173/FG-5179 MULL FG-5173/FG-5179 MULL FG-5175/FG-5179 MULL 9933 REINFORCING NOIYNAL DIMS. MAIL Po NOMINAL DIMS.I MAX.Po NOWNAL DIMS. MAX.Pd / ¢ b 10011t MIME W.I.) WIDTH FRAME I �. WIDTH FRAME W.I.) 1 . NEICM NT.(-) (W) Hmw HEIGHT WT.I-) 3r +ro.0/-50.0 36" +60.0/-55.0 3C +70.0/-50.0 aY «ro.0/-50.0 +r +60.0/-63.0 +r +70.0/-8060 wL +6' N +70.0/-60.0 +0' 7T + Z/-63.0 +6 77" +70.0/-60.0 5.' X70.0/-00.0 5O +60.0/-66.0 SC +70.0/-30.0 eV +70.0/-6D.0 OT +410.0/-660 6T +70.0/-80.0 1 34r +70.0/-30.0 36' +60.0/-65.0 3C +70.0/-60.0 sY +70.0/-60.0. +Y +60.0/-660 +r +70.0/-60.0 +0' 69' +70.0/-60.0 .0 39' +60.0/-65.0 +C IMF +70.0/-60.0 8 3P +70.0/-60.0 5C .60.0/-66A 3+' +70.0/-30.0 I K W w +70A/-60.0 60' +410.0/-66.0 aw +70.0/-60.0 w1 w2 3C +70.0/-60.0 SC - 3C +70.0/-60.0 +Y +70.0/-60.0 +Y - aY «70.0/-5060 SWC .6' tot' +".0/-60.0 +C tot' - +C 101' +70.0/-60.0 WIDTH (W) W1 +W2 K +70.0/-60A 5+' - 5f +70.0/-60.0 2 60r +60.0/-63.0 80' - B0' +70.0/-60.0 3C +70.0/au 341' - E +410.0/-66.0 +Y +7o.o/-au aY -+C 120' +70.0/-6010 +Y 12d - 120' +60.0/-66.0 5C +700/-SOA 5+' -60' a]0.0/-60.0 60' STANDARD MULLION STANDARD MULLION HEAVY MULLION a REINFORCED UN-REINFORCED UN-REINFORCED P4 PPO(�lGG 1 1 15 1 16 t{ O 9 G.24C. FOR MALI-DADS CO.B.C.C.O. A h PRODUCT RENIS® - Itk ft FbMe FC-3173/FO-5179 MULL FC-3173/FG-3179 MULL FG-3175/FC-3179 MULL ZS: 0 A5 ';6� BdIdW Oo�de 9055 STEEL REINFORCING ,t1yMINr m-0.N NN MJW11: m.6611 TAN 41 :W= AaogNmm KuwtR m�-." w-2.b sv-x41: #; OF ;2` 0- K GRG 8 27 10 :. ZP'1E Or NOTED Pran�H m.a»N rorty Atgtvwr -6M N ,�9�F'F L'C7�;.• Cri�, FG-51OOLM 9SO�D1l.PP��,,l. T6A 9.c 1gw111a5tu"6T.. 6 RODS 7 OF 11 STANDARD JAMB l JAMB LOAD CAPACRY(PSF) FOR 1/4- MAX. SHIM SPACE TYPICAL ELEVATION ANCHOR TYPE 8 NOMINAL DWS. NO ANCHOR 'Ar I 'Br -Cr 'CY -05 Worm FRAME EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) 1 (W) How INT.C-) W.C-) INT.C-) INT.C-) INT.C-) INT.(-) - L� 3f +70.0/-80.0+]0.0/-60.0+70.0/-W.0+60.0/-65.0+70.0/-60.0+70.0/-80.0 T a 4r +70.0/-W.0+70.0/-W.0+7o.o/-a0.0+W.0/-65D+70.0/-W.0+T0.0/-60.0 a 46' 7Y +70.0/-60.0+70A/-aD.O+70A/-60.0+60A/-65.0+70.0/-60.0+70.0/-60.0 x FD-6174 1 54• +]0.0/-60.0+70A/-60.0+70.0/-80.0 - +70.0/-W.O+70.0/-90.0// pT +70A/-50A+70A/-80.0+70.0/-80.0 +70.0/-00.0+70.0/-80.0 m.1.nN 34r +75.0/-00.0+]0.0/-WA+70.0/-60.0+80.0/-68.0+70.0/-00.0+70.0/-60.0 NO ANCHOR 4r +70.0/-50.0+70.0/-80.0+70.5/-80.5+60.0/-65D+70.0/-60.0+70.0/-wLo g JAMB REINFORCED 4B' 89- +70.0/-80.0+70.5/-60.0+7o.o/-ao.o+eoo/-65.0+70.0/-W.O+70.0/-00.0 W1 W1 5r +70.0/-80.0+70.0/-W.0+]0.5/-W.O - +70.o/-W.0+70.0/-80.0 60• +7o.o/-80.0+70.0/-WD+70.o/-30.0 +7oD/-80.0+70.0/-80.0 8 wo1H(W)-W1(JAMA) WTH(N)-wl(JAYS) lx 38- +70.0/-W.0+m.0/-WD.70.0/-00.5+W.0/-WD+70.0/-W.0+70.0/-W.0 11 4r +70.0/-W.0+70.0/-90.0.70.0/-80.0+60.0/-WO+70.0/-60.0+]0.0/-60.5 46 101' +70.0/-W.0+70.0/-90.0+70.0/-W.0+0 0/45.0+70.0/-W.0+70.0/-80.0 ANCHOR TYPES:SEE 34M 10 FOR DESCRIPTION B 54' +70.0/-W.0+70.0/-W.0+70.0/-W.0 - +70.0/-00.0 170.0/-W.0 NO ANCHOR OPOON REQ RES THE USE OF 9956 STEEL ea' +W.0/-W.0+70.0/-W.0+70.0/-00.0 - +70.0/-00.0+70.0/-00.0 REftlORCINo-TYPMJL 10 b- r7o/W.0+70.0/-ao.0 NOA/-W.0 iW.0/-65.0 'Ar-(z)ANCHORS TYPE-A-LOCATED AS SHOWN BELOW 4r 80.0+70.0/-WA+]0.o/-W.0+W0/-55.0-Br-(2)ANCHORS TYPE-B LOCATED AS SHOWN BELOW 48' 12CFC-5173//FC-5167 JAMB 54-'Cr-(2)AN04ORS TYPE'C'•LOCATED AS SHOWN 9ELDW 9956 5ffEl REINFORCING W' W.0 -CS-(3)ANCHORS TYPE'C LOCATED AS SHOWN BELOW A1111RA4A -].0 d H -C6'-(5)ANCHORS TYPE'C'LOCATED AS SHOWN BELOW m-a7eM as 9936 STEEL �� REINFORCING A F TYPICAL 3' r y!rr 8 = I 1p BeaaRar oaN i mD.via Fp!MIAW-DAOE CO.B.C.C.O. Q v, \ p sz � PRGbIICF REVISED W i s s P x A3e5 -';�L 6.0Ww 0.6 ILI 3:�v 0 W AcaPtnm No - Q GRG IF27/11170 A: StPy N NHBY NO ANCHORS A2 B2 /C2 C3 CS 5•'•.,,F L FG-510OLM ti Pw ... 1 2000 8 OF 11 ANCHOR LOAD CAPACITY(PSF) FOR 1/4" MAX. SHIM SPACE TYPICAL ANCHOR CLUSTERS ANCHOR TWE NOMINAL ORIS. 'At' 'AY '81• 'e7 'CY "or 7 / OPTIONAL WM77H FRAME EXT. (+) EXT.(+) EXT.(«) EM. +) EKT.(+) EXT.(+) = P INTERMEDIATE (w) HEIGHT M.(-) INT.(-) INT.(-) NT.(-) M.(-) INT.(-) HORIZONTAL ; g JD' +70.0/-80.0+70.0/-BOA+70.0/-W.0+70.0/-90.0+70.0/-80.0+70.0/-80.0 f - e 5N +]0.0/-Bo.o+]0.0/-80.0+70A/-90.0+70.0/-80.0+70.0/-80.0+70.0/-W.D 4 1/Y� �� a 4O' +70.0/-904+]0.0/-80.0+70.0/-BOA+70.0/-80.0+70.0/-80.0+70.0/-80.0 - 4e +70.0/-80.0+70.0/-BO.o+70.0/-80.0+70.0/-BO.O+70-0/-80.0+70.0/-90.0 8 1/Y 4a' +70.0/-80.0+704-90 / .0+70.0/-80.0+70.0/-80.0+70.0/-80.0+70.0/-90.0 "Al" -"B 1" 901 902 5Y +70.0/-80.0+]OA/-80.0+704/-BOA+70.0/-80.0+70.0/-80.0+70.0/-80.0 5N .0/-80.0+70A/-80.0+704/-80.01+70,0/-80.0+70.0/-80.0+70.0/-W.O WIDTH w1 +w2 - W +70.0/-90.0+70.0/-00.0 a]O.0/-EOA+70.0/-80.0 f70.0/-6a0+]0.0/-90.0 12 50' +704/-80.0+70.0/-80.0+70.0/-BOA+70.0/-80.0+70.0/-80.0+70.0/-80.0 Ill ISI TYPICAL ANCHORS: 58' +70.0/-80.0+70.0/-90.0+70.0/-80.0+70.0/-80.0+70.0/-80.0+70.0/-80.0 SEE CLUSTER DAGRAMs 40' a70.0/-80.0+70.0/-80.0+70.0/-80.0 f70.0/-00.0+]0.0/-BOA+70.0/-80.0 4 1/YJ 8-�I +r FOR SPMANC t$y 8 4r +]O.0/-80.0+70.0/-80.0+]0.0/-90.0 170.0/-90.0+700/-80.0+70.0/-60.0 TT -'t-(-'1F^ TWE'A'-3/0'OWIET[R POWERS'WEDGE BOLT" Iry 4Ir +70.0/-80.0+70.0/-80.0+10.0/-80.0+70.0/-80.0+704/-90.0+70.0/-80.0 8' 6 1/Y THRU IBY WOOD OR�.WOW BUCKS INTO F�Q 5Y +70.0/-W.O+70.0/-80.0+70.0/-BD.O+70.0/-BDO+70.0/-BO.o+70.0/-804 2590 PBI M.COAG OR TO C GROUT FlLIID 1: BLOCK.Y NN.Elam.INTO CONC.UT t +]0.0/-80.0+70.0/-W.0+70.0/-BOA+80.0/-88.0+70.0/-80.0 W90HRY �Gsj BO' +80.0/-90.0+70.0/-80.0 470.0/-W.O+70.0/-90.0+eo.o/-eB.o+7o.o/-BO.o f MIN. INTO 2800 P9 IC. CONCRETE 5(f +70.0/-80.0+70.0/-80.0+70.0/-80.0+70.0/-80.0+70.0/-BOA+70.0/-80.0 Y MIN.EMBW.INTO CONIC. Q 5N +704/-80.0+70.0/-80A+70.0/-800+70.0/-80.0+70.0/-90.0+70.0/-504 O 1/Y MIN.MME DISTANCE SPACING 40' +70.0/-80.0+70.0/-50.0+70.0/-W.0+70.0/-W.0+00.0/-BOA+70.0/-80.0 4 1/YJ �. Y Y MIN.DIAMEN M +70.0/-90.0+70.0/-80.0+70.0/-90.0+70.0/-90.0+70.0/-WA+70.0/-80.0 �` 0 1/Y TYPE'B'-S/0'TAS STR R TEE SCREWS 48' 101' +W.O/-65.0+70.0/-90.0+70.0/-BOA+70.0/-90.0«Ba0/-u.0+70,0/-90.0 Y INTO METH.UA.IlflES 5Y +W.o/-BSD+70.0/-90.0+704/-W.O+70.0/-90.0+80.0/-B5.O+70.0/-90.0 (STEEL OR NLY.1/B'MIN.THICK.) y 56' +60.0/-W.0+70.0/-90.0+70.0/-90.0+70.0/-90.0+904/-05.0+70.0/-80.0 STEEL:JM-56 115 YIN. HEEL:Fy 6063-115 N. [ay[FVyr1 60• +70.0/-90.0+70.0/-90.0+70.0/-90.0 - +]0.0/-90.0 (STEEL IN CONTACT WITH ALM.TO BE W +70.0/-W.0+70.0/-800+70.0/-80.0+70.0/-90.0+70.0/-90.0«70.0/-90.0 1 I/fA7ED WI.EDGED) a 56• +70.0/-90.0+70.0/-90.0+70.0/-00.0+70.0/-90.0+70.0/-W4+70.0/-W.0 1 1/Y MIN.EWE pISWNCE G 40' +W.O/-85.0«]OA/-80.0+70.0/-90.0+70.0/-80.0+W.O/-55.0+70.0/-90.0 IS Y AIN.SPACING FL 4Y 120' +904/-560+70.0/-80.0+70.0/-W4+70.0/-90.0+=O/-05.0+70.0/-80.0 4 1/Y You i i utf Y TYPE S/B"DI�[T[R LA8 SCREW O[L 4B' +80.0/-860+70.0/-90.0+70.0/-00.0+70.0/-90.0+W.O/-55.0+70.0/-WA - �•• f•- MEO xBY WOOD BUCKS:,WOOD STRUCTURES J Via{ SY - +70.0/-80.0 +70.0/-90.0 Y 8 1/x" r HIN.PENETRATION INTO/x SYP BUCK 66 - +70.0/-90.0+W.o/-OS.O+7o.D/-90.0 - +]O.D/-W.o "�� t t/Y 1�1.EDGE DISTANCE W - +70.0/-W.0«W.0/-654+70.0/-W.0 - +70.0/-8OO Y MIN.SPACING G,TAC. FOR MIAMI-DADS 00.B.C.C.O. Q 'AI'-(1)ANCHORS TYPE'�!EA.SIDE OF NIRIIOH OR JAN° Q UA a 'Az-(Z)ANCHORS TYPE'A EA soE OF WLIJCI OR JAMB BY MUST NOT BUCKS Iu5D eY°E '8t'-(1)ANCHOR TYPE a SIDE OF MULUON OR JA.e : A+'� ':6 i-w�'oB7� No NC SYSTEM AND I TOTHE BUILDING STRUCTURE. THEM 'BY-(x)ANCHORS TYPE'N EA SDE OF MULLION OR JAMB 41 f W, p"N IQ -Cr-(x)ANCHORS TYPE'C'FA SIDE OF MULLION OR JAMB 4•, °2012 °y NGTED 'Cr-(B)ANCHORS TYPE'C'FA SIDE OF MILLION OR JAMB ''N•'. FP�•: •C M ALL OVER ANCHORS TO BE SPACED AS PER ELEWTION 'O�'•••L•0•• <` FG-510OLM �, a Hi.Bice ti P. #0 e.L Coos OF 11 ;TEN,o,PART NUMBER DESCRIPTgN DIMENSIONS MATERIAL MANUFACTURER NOTES 1. M-1133 OLKNG GASKET .197 SPICE M WROMM EPDM TRELLEBORG 15 IC 011 6 g CLA2NG 2. FS-119 FON ATTACN9O OS-10•GOON STOP O STEEL VARE$ HOLESPRE-PWCHED 1Y 0.4 S.me-m ��Ea TRRG BLOCK SILL k NORIZONAL f LORD SUCONE VARIES ♦. ANSFOON SETTING BLOCK 0 SU!KpRp104 f LOM 0% VARIES 0. ICEA GASKET 35%.05 SILICONE VARIES 6. INT SEALANT TAPE An%AO VN6ES Tri SCHNEE-YO 7. PLINE ISSFLBI.Y SCREW 14 X 1 WEIS STEEL VARIES a 6. TACH STEEL RGNigICEMFMT 1/4-20 x W TYPE F ST¢L WdES 1'FROM EACH END 9. CWNNEL FOR M-0106 0 W LM 116 X IA02 x 360 ill0 STEEL vmES FURL WUION LENGTH - 10. 9056 CNWNEL FOR M-5173•IL'E"TE JANE 113%1.651%12 GA A30 STEEL ES LL J T.WAMB.FULL MILLION LENGTH a > 11.FC-6157 T TILLER O JAMB .700 X 1.00 X.000 0553-TS AWWWM CASTTE BE LISE R A.T.WALL JAMS - q 12.M-5173 WLLpN/No ANCHOR"B 230 x 6.M X A91 6053-TS ARAIIYWM LOCASRE BE 13.M-5171B 2A0 X 5.00 X 094 BM3-T6 ALW WM LDCISRE BE f1.is-5175 YULION 2.3 X SAD%A91 BOSJ-T6 AUMWY IACASTLE BE 16.M-5176 TE HORIZONTAL 230 X{.95 x A00 006]-TS ALUL61kIM ILCASTLE BE 10.FG-6177 STOP 1.25 X IAt X.075 0061-TO NIA/RIM LACA6TLE BE t7. mo-61]8 FA0/SILL 2110 x{.05 x A90 -T8 AWWLNI oLOCASTLE BE 10. FG-5179 OPEN BACK Nt-ON FlLLER .700 X I.M x AS TO ALUIRIWI DQAVU BE 19. FG-6180 SUB-Su fLASHWC LU X SAO x A]0 6063-]0 AIUMNW OLDCFSILE BE W 20. FG-3101 1MIL4011 SASH tA0%1M X.062 BO63-15 ALVIREw OLDCASNE 21 IG-6102 TRANSOMCLASS STOP IAO%.767 x AOI 0061-IS/IW9AY OLOCASTLE BE 22FO-5153 TMT6RON Gi i_ADAPTER .72 x.01 x am WBJ-TS NUMNW OLDG6TLE BE 23 FC-3181 SETTING CHAIR 1AS2%139 x.091 0063-T3 ALMNW OLOCAS%E BE CUT f LONG 24 PO5000-FP-10 SILL FU4M0 END OW 230 Y IAO X 052 6003-T3 MJIYIWY OLOGLSTLE Be 5.0V LONG 32 E' 16 FG6100-FP-5 ENTER ONERTEA A76%14115 x OS2 ROID TAC WE 1.502 LONG k LorAw 0 EAO,END O 20 DOW 905 STRUCRMAL SL=ED FILL SPACE SILICON O0.CORNING 27 WO Q 20 FASTENER SCREW FOR ATTACHING FGSODD FM-10 TO FO-5185 10-24 K 31WIICPFII STEEL VAR1E5 TEACH REQUIRED PER ENO CAM 29J FASTENER JIM ATTACH SUBSILL FIASWNG TO CONCRETE SIxBIMIE IM'x Y TR6W1 --STEEL TAPCON 1'MIR,ENM ENT NON-STRUCTLIIML ]O FASTENER FOR ARKHNG SUDS..FVSHING lb VOOD wBSTMTE IIT x Y LAG BOLT STEEL VARIES 1'W.ENSEDMENT NUN-SGRVCIURAL 311 FASTENER ATTADMNG SumLL FLS.NC TO SR SJBSTRBE KT Y f-PIE%#5 STEEL VARIES I'WN.EMBEDMENT NON-STRUCRBAL 32 W-17 IszTn,RC BLOIX 31C X 114'X 1' EPDII VARIES M VOD K TG-6165 JNR 2.50%LOD%.125 0063-T6 ALL- OLDWTIE BE 3 Fo-3163 SHAY N DOOR STOP MX IY x A62 WGTG ALUMNw OLDCASTLE BE 05-101 OFFSET ABI DOM STOP 130 X RAD X 491 000.1-T6 AWNNU4 mcASTIE BE 37 Ff 6172 TR/IISOM 2.50 X 1.90 x.136 0505-TO KUM9xIM D_MASRE BE r M SPECTREY 2 $TRUICIURIL SA.K=K FILL SPICE SILICON TNEMCO A h S9 fASTEMER FOR ATTACMNO K1D LL!JAMB ro SD.wBSTRATE J/6%1 1/Y iEK BORER STILET. vuaES Y WN.SPAC2O M FASTENER FOR ATTACNIIB IFAD LL k JAMB 10 WOOD 91BSTMTE 3/0•X J 1/Y LONG LAG BOLTB STEEL VARIES 7 WN.EMBEOIENT,Y MN.59ICJN0 >O. 11 FASTENER FOR ATTACWNG SILL k JAMB TO CONCRETE w05TMiE J/C Y 2 1/Y TANG LTD TAPCON STEEL VAI6E5 Y W.EYBEOYFNT,6'YN.SPAGNG 0[(DVILGy] {2 F/STENEIR FOR ANOIORC TH-07 TNRE3NOLD TO x000 wBSTAAIE /14%3 1 Y HOOD SCREW STEEL VASES Y M.EYBEDNFNT IJ iASTENER FOR Ng101iN M-57 TI RESHOD TO STFEI wBSTMTE 1/f ORAOE 2 YMARRE SCREW SNEL VARIES E] 11 FASTENEN i0R ANtl10M10 TN-57 THRESHOLD TO CONCRETE SUBSTRATE 1/f %Y TAPMN STEEL VARIES Y WN.WNDMDRT E�ny a6. wlo 8 BHOYLEY C go*lt 1BE G.INC. FOR MIAMI-DADE 00.B.C.C.O. Q h BILL OF MATERIALS PuRDUCTRBVISED tFl 05•).372 R1yillREVIWAFWNdR 4 t k300 MuiMing Co14 • NQ � � namldloc rvo!2.0140,!2 *. * ;¢� exvlA•r IDOu CRG 8 27 10 JMC-1 Qyka'Z BY Zo: gtP� �.;2¢ m U P.N" NOTED �9�:.•FL PAO;•�C]N.� FG-510OLM rLA P.e. A c�rYF,rI�eW0 2008 10 OF 11 2, 500' _ 2.500' , 2_.I SJ00• 2�500` I 2.500r gg o 0 0 b 0.094" 0.118' `4 0.125' § 0.188' '$ 0.080'— —1 MA141A1 COV 4393' c h t 250' 12 FG-5173 13 FG-5174 14 FG-5175 15 FG-5176 16 FG-5177 17 FG-5178 18 FG-5179 W UJ 2 826' I 2.500' 2 500' o o o w � 0.1_2 5" °c-- FI--1 S.5I9�•'-II � aza 0.72p o F --• 0 c L ¢opG 19 FG-5180 11 FG-5167 37 FG-5172 34 FG-5168 20 FG-5181 21 FG-5182 22 FG-5183 23 FG-5184 a!y 4.594" 4.680' �1��11I1i1i� 8 9FOM NC. FOR MIAMI-DARE 00.B.C.C.O. G�+ L w m—ply,p Hr 1%ft Pa. * - rtv cunvplyillp wiq lM FloliAu * — Onlldlny Cudo ¢; Aewrul,m>`o 12.0110.12 ATVv• 'W- u,lv+.orlon nAm X301¢ GRG 8 27 +.0 �'p��c•'F�CfFi�d•�'C'+`' Ml�m- edc Produl NOTED O9 9955 10 9956 '� ssip"A�E�r�� FG-510OLM mC..# 319.4 Ac.9ac9 FLA P.e.B 49D0 S.[.N 2008 7i OF 11 City of Atlantic Beach APPLICATION NUMBER �s Building Department i o be assigned y the Building Department.) -� 800 Seminole Road �. /3' ,j rli Atlantic Beach, Florida 32233-5445 777 Phone(904)247-5826 Fax(904)247-5845 y / E-mail: building-dept@coab.usI; Sate routed: pR! City web-site: http://www.coab.us L APPLICATION REVIEW AND TRACKING FORM Property Address: Deaartment review required Ye No Building Plannin, Zoning Applicant: �I'�/lli � � aZ//� � g Tree Adr. inistrator Project: IC d�/ r"�L�OA.J VVV Public W rks / Public Ut• ities Public 5: fety Fire Se, as Review fee $ Dept Signature RecOther Agency Review or Permit Required Review or Verified Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑D E (Circle one.) Comments: -rh-e P r iz.� o -l� -v w , n w S m ��h f {t a UILDING pVk f Ac. 'rte vved �PY��� �✓ ^� �`-� PLANNING &ZONING r3' V!5 / P( ea S-e V I . Z Reviewed by: _. Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denies Comments: Reviewed by: Date: Revised 05/14/09