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250 NE 97 St (3)d Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. 1 Owner's Name and Address 11 0 PAC P/` ` D Registered Architect andior Engineer Mme and address of licensed contractor $ 7 9C Ali i Location a legal description of lot to be built on: Lot Block p treet and Number where work is to be done 4,- State work to be done and purpose of building (by floo rs), state exterior colors (submit samples) / L.t : tAt.1/4,...1/T7 ' and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering timated Total cost of improvements S ?_- � �-Z Amount of Permit S y7,45.0 Zone cubage required Plan Cubage Distance to next nearest building Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit: and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only s h subcontractors. on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA COUNTY OF DADE. } ss. Before me. the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known. and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all facts therein by him stated are true. Permit No Disapproved (Signed) c 9/i9.7 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Subdivision ))_. s ,qMI ( P/i ' /5 '/®o8 Date Date Date /o /2 19 A No.isWr Street 97.r Size of Building Lot Read, Sworn to and Subscribed before me. Notary Public. State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of S25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and'or workmanship. PROJ. TYPE 'I' TYPE 'H'A '1a' x Y x Y 44" 56" 68" �N �O DO NN NN N N 3 4U 48" 1.5" SEE ANCHOR SCHED. SEE ANCHOR SCHED. FAIRWING AWNING - FAIRLINE AWNING NOTE: FLIRLINH AND FAIRWING AWNINGS DIFFER'ONLY AT VALANCES. BOTH AWNINGS 'USE THE SAME ROOF SYSTEM AND INTERIOR ARMS,STIFFENERS,PURLINS,BAFFLE 'PIATE,HEADERS AND ANCHORS,WHERE REQUIRED. ,-PVRLI PS, R00Y. STRAP HINGE 1"x 040 ", 444 S.M. SCREWS. PURLIN MATERIAL, 2-04 S.M. SCREWS EA.SLAT (USE ON AWNINGS GREATER THAN 56 PROJ.ONLY. welifiliMM S_ �• 44" — — _ 5_6 " . 6H" -ANGLE 3 21/2 "x .090 "x 1 2, 10 -32 BOLTS. WING DETAIL ALUM. EXTRUSIONS - . i 8 - BOLT EA. SLAT - 1. HEADER . DETAIL 5" WING NUT STORM LOCK TYPICAL STORM L0CK,3IDES AND NOSE. STORM LOCK SEE ANCHOR _L SCHED. --� Tr fr ANGLE 5/8"x 040 " 5 x4 " WG. 444 SD SCREW LG. ALTERNATE ARM CONNECTION FOR HEADER ANCHORS SEE ANCHOR SCHEDULE 16 "MAX 16 "NAx (`- IA I" -- -1 �- 62 "MAX. - ° IB I : 4 a : I k FI ' I ' IN ^ .ERIOR 'A 1 • i .0 1I � A Y iv 00 I� tln M. �D a °s 1 1- fy N I- 46 "RAx LA k 31 "MAX # i" MAX 4_1 TYPE 'I' AWNING TYPE 'II' AWNING TYPE YAWNING ON TWO ARMS OR TYPE VAWINING ON TWO ARMS OR TWO WINGS TWO WINGS. PURLINS SPACED NOT WITH 10SE BAFFLE PLATE AND INTERIOR OREATER THAN 14 "C.C.SEE TYPE STIFFENER (MO INTERIOR ARM). IN SCHEDULE FOR NO.RE•'D. .050 BAFFLE, CONTINUOUS, TYPE'IrAWNING ONLY. 58 S.M. SCREWS @ 8" C.C. TOP AND BOTTOM. 1,-1.25" _ .750" 0 : D. TUBE .049" WALL .25" BOLT W /WINO NUT .080° FOLDED PLATE t CAMEL BACK � DIA. PIN ARM CONNECTION ,—#8 S.M. SCREW � 8 - BOLTS { .090" BRACKET i• L ,1.125" WIDE 2" MAX. „1 CAMEL BACK ALTERNATE ARM CONNECTION CAREL BACK 2 #10 -32 BOLTS 5" I G. PURLIN #8 S.O.SCREW EACB SLAT @ EA. ROLLED ROOF SLAT 10 -32 BOLT EA. PURLIN SEE NOTE BELOW #8 S.M. SCREWS @ 24" C.C. NOSE STORM LOCK -- - -. SECTION 'E -E' D, wm' 1" 1" .05(1 STIFFENER .050 VALANCE 2 1/4" DIA. BOLTS - f W /WINGNUTS -� -SIDE STORM LOCK NOTE: USE DOUBLE STIFFENERS ONLY ON AWNINGS WITH PROJECTIONS GREATER THAN 56 ". L-3.5 "x2.5 "x1.25 "x.090" I I 2 -.25" BOLTS SECTION 'D -D' FAIRLINE 1 N 0 M N M ROLLED ROOF PURLIN SPACING (ALL AWNINGS) 14 ° C.C. MAX,AND AS SHOWN IN NOSE. SEE TYPE'I SCHEDULE FOR N0.0F PURLINS REQD.IN TYPE 7' AWNING. PLACE EXTRA PURLIN (WHEN READ) NEAR CENTER -) SECTION 'C -C' PURLIN NOSE STORM LOCK L - "x 1 "x 1 /B "z 8 "LA. 2- 1/4 DIA. THRU BOLTS INTERIOR ARMS TYPE 1E' AWNINGS ONLY. WINO STORY LOCK ANGLE 5 "X2.5 "X090" 4414 1/4 LONG 3.44 _SCREWS. WINO HINGE PURLINS d - -3106_0_ • tr■ NN • N CO H\ N H\ SECTION 'D -D FAIRWING .305' .019" .870E ROOF SLAT DETAIL 4 a r m 20 "MAX 1 �_LRROTH _ U 1 1 g ?WING SLATS � Iii "MSx t 4- 41 41 "YAx TYPE 'III' AWNING TYPE 'lII'AWNIN0,TWO SIDE ARMS OR WINGS WITH INTERIOR ARMS AT EACH INTERIOR STIFFENER. AWNING MAY BE MADE TO ANY LENGTH OBSERVING INTERIOR STIFFENER SPACING A3 SHOWN. ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE USED. THE HURST FAIRLINE AWNING AND FAIRWING AWNING WERE DESIGNED AND TESTED IN ACCORDANCE WITH THE METROPOLITA DADE COUNTY BUILDING AND ZONIN0 DEPARTMENT POLICY FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS CANOPIES, AND CANOPY SHUTTERS, DATED OCTOBER 10, 1960, BASED ON THE SOUTH FLORIDA BUILDING CODE. AWNING ARMS MAY BE MOUNTED OVERHEAD, USING SAME FIT- TINGS AND DIMENSIONS. ALUMINUM ALLOY OF AWNING COMPONENTS (OR EQUAL): ROOF SLAT. . . . . . . . . . . . . . . . 5 I: VALANCES, STIFFENERS 3003 -H14 ORLINS 3003 -1136 RES, CAMELBACKS, PINS 3003 -H18 EXTRUSIONS 6063 - ANGLES 5052 -H54 BOLTS 2024 -T4 BAFFLE 3004 -H14 THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL AWNINGS: HURST AWNING & MFG. CO. CERTIFIES THAT THE ALLOY AND HEAT TREATMENT OF ALL METAL IN THIS PRODUCT CONFORMS PURLIN .625" S. BUTT TO THE SPECIFICATIONS CONTAINED IN THE PLANS SUBMIT - SEAM TUBE .040 WALL TED FOR PERMIT COVERING THI3 INSTALLATION. THIS AWN - 2 #8 S.M. SCREWS ING MUST BE CLOSED AND SECURED TO THE WALL DURING A EA. WINO SLAT -. HURRICANE WARNING OR ALERT. AN HO SCHEDULE CO CRETE AND HOLLOW WALL 'N E :LO x 1 4 DIAMOND HAMMER DRIVE NAILS OR }°- 20 BOLT SUPERORIP OATS NO ISSUED ACKERMAN JOHNSON * 'LONG' 4 -WINO TOGGLE SCREW AN DATE 2 -GE IORAMN J T IDESIDN H N lent S C CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT CITE OEFORE PROCEEDING MITE MORN. WOOD CHOR 0 CHA GED TITLE 3 - G2 DATE REDRA HURST AWNING COMPANY , Inc. 490 SE 11 Hi AVENUE HIALEAH FLORIDA FILE N0. REV'S10N 111 N0.10 x 1 2 LG. WOOD SCREWS G3 REVISED HEADER HINC)E. N. 6030 -41 t- 13 CARR SMITH a ASSOCIATES 384 0 W E S T F L A G L E R . MIAMI, F L O R I D A C O N S U L T I N G E N G I N E E R S SHEET N0. 6030 -16 I OF I FAIRLINE & FAIRWING AWNINGS , HURST P. 0. Box 1492 • Hialeah, Florida 33011 AWNING COMPANY, INC. 5795 N.W. 36th AVENUE . pav ilo MIAMI, FLORIDA Phone: (305) 635 -0900 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request ; r Da Type Insp'n , '"' Permit No. Name Address ) _ r • t e • /C _) Company Phone # Inspection Date Approved Correction Re-Insp'n Fee Crr (..r2 /7 . • MIA 2 ) MI SHORES VILLAGE • BUILDING DEPARTMENT • 305- 795 -2204 Bu lding Inspection Request Da �3 Type Insp'n he L ! I -P Permit No. BP 0.5 z e Name J cct . Address __ 0 / v T? Compan CJ Phone # Inspection Date Approved Correction Re- Insp'n Fee ❑ lvliaml mores v silage Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION P BC 2001 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ') " ;r V -- "JCS- , Otoner's Address x 7 le ' P' ('it} fr/ ? t / ��/�� = f State Zip � /- � 'Tenant /Lessee Name Phone # / / Job Address (where the work is being done) /- �� A,',/� /-� _ / `�/1 / f "? i ('. �c t i ( - h -t' / . City __ _Miami Shores Village - County Miami -Dade Zip ,3 i JJ Is Building Historically Designated YES (O ; /,----' Contractor's Company Name Phone # C'ontractor's Address \ Slate Zip (lnalifier State Certificate or Registration No. Certificate of Competency No. Architect /Engineer's Name (if applicable) Phone # S Value of Work For this Permit Code Enforcement $ •I'oial Fee Now Due $ (Continued on opposite side) Structural Plan Review. $ Permit No. ' > 0`1 e- ")C' r Mas r Permit No. Square Footage Of Work: * ** ** * * ** * * * * * ** * * * * * * * * ** Fees * ** tit * * * **** * ** *,•:ft s* * * * *,* ** Submittal Fee $ , /0 Permit Fee $ Notar }' $ Training/Education Fee $ t '*0 Scanning S ' ) `' Radon $ "'-" Zoning CCF $ 1 CO /CC Technology Fee $/ 6, Type of Work: ❑Addition ❑ Alteration ❑New [j/repair/Replace ❑ Demolition Describe Work: J-: ! /) (17_ -- i/72,., 7/ . 2 /J 1 -f / ,- f :.S Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address r] City Signature NOTARY P .: IC: Sigur Prn Chc 05/13/03 ; State )1. 'L My Commission Expires: Owner or_Agt.n APPLICATION APPROVED BY: 8 ?00/ Zip, V- J -OD /, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating constniction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certif copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) day . ter the building permit is issued. In the absence of such posted notice, the inspection will not be pproved and a rei spectio Yf will be charged. Signature Contractor T1(e f egoing instrument was acknowledged before me this // The foregoing instrument was acknowledged before me this day of } - 2t) L'by�� --/-. �, day of , 20 _ , by who is personally known to m or who has produced who is personally known to me or who has produced As entification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: G ay H. Gone ig.n: ss do #DD323g7�O{f c. res: M: y 26, 200 / g lint: onded Atlantic Bonding Co., i Commission Expires: **************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * , * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fat Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT being the legal property owner, for the property Located at: X5 4 • c- )/ • Legally described as LO / 3 0 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me td aVork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence or a farm out - building. ` You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument Was acknowledged before me this / / day of t, 20 0 c� _ -T A .5 who is personally known to me or who has ' as identification and who did take an oath. VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT 4,,s; P ' ' �i Ginny H. Gonell ' ' - = Commission #DD323870 E . ..Q Expires: May 26, 2008 �9�'OF P.� B onded Thru • ;�''"'''''' � Atlantic BondingCo., Inc. X5,)- E1 too Ai )1t,2 3g Igo 3y9Pillooti 6 JEW/2490H #/ # ISOx 3 X Sd- -� � J Li v(A) G 1)-0 06 is SD # a 50 / E. 7 MPH' 61/°JJES- . 3313? ( 75 7 -31 i58 Glenda Isaias P.O. Box 530896 Miami Shores, FL 33153 x 619 96 c 'Da i'rcH&J 1. 4 /9/5 5 -49 410 ,50 X S� 11 1 1 -' '111� " fill 1,(S+I�r1 If 11� {° � ;1 1' ' x• 1 I ,i 1 I I) 1 t '1. 1 ,tI t`i If , 11 J f I' I 1 1 1 ' r M 11 1111 I DADS �Y" 1 ' t' I 1 L,I i'I fjt " ��'I . 1 ',, f i13Uf1,,D11VG COD1i AN CE OF •litE (BOO), II PRODUeT C 1 ht\ tY SI I, •' I, 1' 1' i 5 r 1 I + II I I l ; r � 1 1 ,i " II. 1 I I!,' ; I' II f oinc I I lal "u i A mina' 54• . Shtitt r ''I�ic:�', '1 ;�i ' 1 '77 i7erpa l 0 it , I 1 I; I! ' .I: 11 j ! ;: r e icy' Fl�orl � a 33106, 11 l I I E .! 11t � � ;� I j 1 1, I I�1 '� . . ; 1 1'� J t ... •,I I 1' .11 f t I �, 1 1 ( i '� 1 I I 1j �{ • 11!. I ,,I'. �I , 11,,,, '1 1 , , l ,1i 1I, IIit 1, I I �JI' x '11 I ' ��!• I' I , l ,., I�lll`i I . 1 1 I '�� 1 1 1C P4: I��' �') •1 1 1 •,+ , I I -I; I 1 : t, ' - i , :Thi lNOAI 7 s b in i dluy 1 "den' ' a lea lei rule and ,, J { re g u lat ns overnin ' the; u I e of construction materials., ! I' 11 he j �loc tiOnjsubmltied, has beer !'rgvyjewedyll�!Iiami,�ISade County Product' Control Division and accepted • I ,, i b' 1 t e'Board of Rule and als BORA • to Abe used in` Miami Dade Co ! up}�Jand other areas where allowed,b , "1 1 ' 1 !,by 1 1 Rules , ` Yl L. rr (BORA) I. ^,� 1 . . Il County :and ' ! y , I , the; Authority' - r Jeri §diction. (AHJ): ',•!•,;;,,i,!' I ! ,. 1 , I I1, 1 1 ,' + 1 , I ,, J II I' , 1 11 1t I, T shah not; valid' the, date stated below. The Miami Dade County Product; Control' I 1 1 it)ivisio (In!Mia.mi acie,C;gun d/,or AHJ in.ar as other' Miami' Dade county) reserve the ri T D � � ? , . � I � g � ty): right to � I , I ,h a � ve thi product or i��'iaterial } I teste '� o1r q� yiassu ali rce l p �or u If this roduct material fails t l fail erfoim'in " ' i' I. ,an I an he' expense; of s ucli testing and the A14.1 may' i 'ant , I , I reyo e iinodify) i r st spb id l�e s , i' such I , , i or:material Within their jurisdiction:. BORA reserves the right I ! to, revoke this CIc t ,if a pce,xt is flptermun,ed Miami - Dade, County product Control Division that this product or I I ' .1rnat tl itrt c the Xeq 11 }r 1 ei ts' o ', applicable building code. I ! , 1 i :11'• I I I ' 1 1 III 111 a ft 1 1 I . , , 1 • I 1 • ;!This prioduct i op owed a5 , ;1 1 herein, and has been designed to comply with the High Velocity Hurricane. I , . 1.!ZOrt I (o I the 1 1' 1O> l Bu} d l(lirjt&'' o i ' : i ;'' J' ■ ' - I ' ' i , i 1 I , ; 1 � I 1 1- 1 l , 1 '� 1 1 ,; 1 ' " �,', ' DESCIwwPTIgN;; SS /l esid Alutru Accord Shutter, APPROvI L, ►d 'E N11 0 aw .No tng 02 -27 1,, titled "ASSQ /Residential Bertha Accordio Shutter' , sheets 1, thrputh 1p of,1O titteco, :,'dated April bearing the:Miami -Dade County Product' I ointrOl; 1; stamp'with the,No ice of Acceptance number and approval date by the Miami -Dade• County, • Product Control Division. , , 1 ' MI .,E I MP,ACT RATIN ' I I S 1 Larg e,and Small Missile Impact i d r , 1, ,I I ,. „ I ,.. 'I 11 I 1 i' , 1 I a j :F vpM �; v�r I �( -+s ,�. a �,,4 ,,.->, eiJr•�'. �; ..r.:.:> r. I ', . MIAMI-DADD COUNTY, 1'Lp1 aoA METRO- DADE WEST I 140 EST FLAGLER STREET, SUITE' 1603, • ' MIAMI, FLORIDA; 33,130 -1563, I; I ' (305) 375 - 2901'. F (305),75;2908,;j ;, ! { I: • I!I �' 't I I • I ABDELING: Each u nit shad bear'a tt lab with the manufacturer's name or logo, city, state and the • llo "Min i jcouri ' i wmg stat eni, n ad pz due 'Control. Approved" 'unless otherwise noted herein. E114EwAI. 'fithts11•1 "s }ill p $1 d a .1.: er reryeyval' apphcation has been filed and there' has been j io an the pplic }le l;; }n cue lr a elly' a fec the pierfgrmance'of this product. 1 J I ' I , I �. ;, J ;I 11 '1 ', I,. t �.. „ to -.V AT •CJ l to , � Ilh>, I' 1 I o 0 after the ex iration date or if ere has been' a revision or change in the 1 ' mateirials, u apd�o i t n � i d f the �;od(ilet, or process. Misuse of t1}is NOA as an endorsement of any !' • ■ . i p od ct, for, sa}es ,adve inp o a 'p e1'I u oses' shall automatically terminate this'NOA. Failure to comply ` • with airy' sect on bf ,this s ail I oaus for termination and removal of NOA. • ADVE , .TISi N'1 ' ' I e 1 '!irunb.4,prce by the words Miami -Dade County, Florida, and followed by 1 t elexpiratiomtl,ate may disp iY} sing +literature. If any portion of the NOA is displayed, then it shall b dpncirn its entirety, ;1 .1 111'; I 0: ,INSE(Tl(Q 1',tAic p';-, df Of ti is NOA �$at1 be provided to'the'user by the manufacturer on its distributors ' ap s) all be d a4 l 4 1 ,� }p t th • ctp 1'a ;a 1 1 l ! site anti c regaest b I the building' ficial. 1 I r I , � i' I 1.,1 i 1 ' ,. ,I I 1+ , ' 1 , J 4t he i , ; •' . j I?hi��NOA conb sts; o� this! {i' e I1' 1 ` 'Lela i s jpr�ov i1 rn ntioiied abo I 1 pv ciihy A Maltar,ll .E j „ 1 , �l I I , 111, y i . 1: I , + I ! ;I' 'iI I !. NOA No 02- 0511.08 Expiration Date: 06/24/2007 Approval. Date: 06/24/2002 Page l' T 'r4RJ'..f` 2' x- .120' - QD .SILL ADAPTER E® BOTTOM BUILT O UT .: ®. FEMALE;ENDSLAT SCALE 3/3 1 SG4LE• J /8' •• 1 _ SCALE 3/8 a• 1 • 1 /4'0- 2OSS: -- - - 1/4'0 -203 S WAVES. SEE Harr Ea Ow- ----'t kiwbES. .WE itiv<£ so. - STARTER STRIP SC4L& 3/8' - 1' _ - COMPONENTS - 1. f2a CEILING HEADER SCALE• 3/L! - .a 1' - _ = _ Approved as cor_splying with -tbt flog sriiu.. ugC c - - -- - Dste 0 - - NOAH ,� s -pr iaml Dsdc Fr'edact Cuotrtil =� Divis = . y ��. . •L _ sr_a of ra -= GENERAL NOTES: _ r. . LHG+I s+ T1ZA s 2=v C V n S Pt3Xc.L'1' APP CCO:0.I T HAS env Ott -Ir Accatruhcr er7M _ C1L"L•YI Or -DX /LOON L{CCOM =CC - - - -_ - _ - !KV LOWS .sMCL 6E .�_ TXD As Mr SVZ7CP1 18 11 Cr rM ACCRE feCIVTD C Fell A R is .bm .fi CF 144 AID M A000c04AZ£ 4I/ A 7-42 =SCAM . -- ACCCSO N s(J77 7'7 4 teen' AND FATZ E IlarSONCE HAS EMI YEW= N ACCID (IR7 WIN 16OST.4 Or 71HEACME kSJMOVIED COX AS PEN H4-X7. Ai-? WO R4-201 Z 17AALI33. SIFT iQrDK I..=17 AT L0114 2 fP! 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Faun= i /s' n- aQ =ED S4411- SE 1 1/7' L.cric a:w.al s171 t.p sn.o:aIx= OISE 7144T MEU SE -RMELS. o R MIMS at rows Co air- acsrt- : **a oft /wax A+•TJMGa13 s*tL OE L. eL (MUSH 70 - OCACH T1E MW =UMW W*10 SUCH AII13S AlC OA46£- 944LL -EE AS - 7 /I'_% 1:4PO $ .Ahtya AS _ANN 8r LT.1C AW_ 6£T COT EICO ? .0 2:464C r /I' I Ji iL 64C 1041.91 AS TAINUFACTLRED 11•ff fMJ1C RLC cour ee :f'c _ 7 /I' I x 7/1'.11414. CAtX- aK AS..144M.49Lfl 8r ;MC AEC =WAVY. K hosseuff:Eirsdoefirt 0F_> f moscret AA67_yega. ZM64C 761+LP! 11.0 ORS Wri CONC7tri SGiC7C 944 .L war. 2) r /s - I i _ An 1I C X- iv iK7KXT ;HALL fie sawar E L - B 7/b' BfL1KD MO lrsf OL1hCl4t7r BLOCX . . - Diemih DIT inn Emu ar PrR%/f7IA _= x/47 7- 2o.,sc EMS -L6[T_ 44LL a _r _ ter co% a_ar 1 9.GLC0 sTL.cco cxsT B3) N CASE 1rMT PRET4ST fg3ET.lsT a7 'E1F Awls Et FLGWD Cll 37141 at __Law sakr:'i 72 REACH _THE NAN S7RUCTLf'= 80a0_ SUCH PANELS. ANCHORICE SHALL - & :1. 1 /4' Ai•A11.124 FL]4 MG7VS _-- 6EN7XACO N'so. a 7A rAz4A*a0 oE.D .N' }- . . - - -_ - : (0) SIHKL 8E ffSDtLED iLt.L041iNC ALL Cr THE - affLL7 aaarxr Fes NC 70ATa vs O ltf•_Ahctors - 4TT' _ & SLK1 C1 rlr 1o8.C& S Faaa_rvernk6l/ES� Q). 0 t e. ^ a Ta+E s7ak117iS ®Q ®.Vt "LaLL rlr e xr FEMALE RESIDENTIAL B = Ems' - n aT Ttt 1 E RESPONSIBILITY LS> irr a� its crxna4c7taa TO wriecer THE SOUNDS= a PE STRLCTLKE_:r>f E tM%7TE, 70 BE ATTACHED TO .SURE PROPER ..CNC SCALE J /8' 1 - -' _ _ - - 70. EACH LNr &NAT SEW A PEA1VAE71T -LAEEL M AILS .( PLACE MN .4 Hawmwc wart PCSTR(,C77NC 134E YEW? CR b r o w o z 1 • r I P 1H4T A L L L,OOM::.1%A AS N E L L AS ECM L G G x G 5 SE mropow.r m u c u s ff 8 J D VARAS VA PEFSCLaS 25. 11. slirr[A$ W. rAcin t S7) .90.11. E RACED ON PE EXPOSED sunr,ect of nip tDP J.: war SLAT • - - -: r _ (caH (] ._ : _ fl a< L.' sou. RACED Rao Elo Lar'EI1 . LAaaEL 91411 ado AS FUinrS: 7� Fw ALLe�+rm a 9+vrmt sc = - MEDLEY, FL. .l.CAA0 -O CE CC.rrr- F�3OOLCT G1C T7Ca A OkA_ - - 12. (o) THIS Pi9C'C(KT AcpRo4.a1 o a crENT 0 FfE31l✓$ 0 8r MS EPK serrt LS c2J - .4..4.0 oars MOT .P11�0:0E - . - - AFIVIta47rOM FOR A STE Siva: f r5 L Zr7; La. P HIDZ 17t .2 T C *1rnons Cf1441r spo4t_:1}EE' P�tb. �- _ LOCI_ CLIP (1) mma4crav 7a 60 RTs .a _Taq Tr L 7xri r.RO -tt&F AHD ? UAIar/ caF fl 7A +is FROaLGT EKSE 01 THIS • SON --- - P4oia.L APnw4at fit,' EL' fr c hcr D£W7L !mu 7? COVC477CAS 60L0701 17fK CIXtad 4T. _ 2 • SCAC.E:- 3/d " -__ -1 (c) ras.. X1XTAFV ,a4. cociAi trae�t_E M FEMALE LOCK SLAT = - :- __ (e) srrr sarnrn STS DOW E : L r_ ~"' .4 FLa4A4 a.TEP23 EVOPE P AROP7ErT ax6v1. -_ . . SCALE: J,fe - 1• _ _ :.:- ast a3rzcxt nit t- af• (P.aa Ras - _ - - - - - 7712" PROJECT AND lifiC - /fa - a± f PPP 7 - PROFf 1 usr O* 17g PAO. PffCrESSI 4L LP - = - ---- .ti 73 AS C22ED41W DCfCE? TO ME PJ.d ESCS D SHALL s.wr TO -THIS .LAT7EQ rriE SITE S tl.. EC CPAs 9.CS (o) rr:rs P.CA`srL4tl eaA.4 THE -alr 6e STA: __ -- - Ard7 .scrarz '_ r_ 44Le. ' _r» r _- ----- - -- - • Ibtt,;1 fOE =COL NT _ j10 x J' S S S. id. S W/ — 7/16'- of x 7/8. J 1LON BUSHING - (TyF. BOTTOM) 10x-1/4'S S' -_- S M._S_O 12 "_0. C. - TYP EC SIDE 1 ' x .125 Cord.::•, ALUAIIN M >INGLE (606J 7: ALLOY) CONCREM ANCNCRS_ - S K_ S Wf - _ (SEE SCHEDULE 7/18 z J/8 -- - -- Cry SHEET 10 M11E 7 OH SIia7 1) >3[m!•wic / _ (Typ. TOP %LATER KR) /10x S S S- AI. S. W/ - - 7/16' / r 7/8 _N12C_ N ND - - Typ. TOP t ,BOTTOM (ecru C0WCRE7E . NClli0RS BOTIOAI -olar oR) - (SEE SCHEDULE ON - -. 'SHEET 10 & NOTE 7 ON SHEET 1) Approvedos< aini.ru.4 Florida 13n li 1: CotlC — Date O 6 = y.00 2i - NOANot n5 o MJarnl Ditdc i'rvdud Control ficetz /LOOM TJI earx - ! 7iei�St —", yri=rsso wr sum -wr -- - - - - _ - — , WeLL•T� • .l — _ t F1Gt411X 41 4.4167- • - - -- - — _ - .7 POURED CONCRETE OR CONCRE7T BLOCK - MALL REWIRED - CDNCRETL''.MochtOFS (s� ON Sr E T - hcrE 7 c of S iT 1) =_ - - 1/4 0-2O SS x 4/4 PAN - _ _ hfi4D Ph LPS 9X13 W/ MIT - I I II II it II TYALL MOUNTING = INSTALLATION (BUILD OUT) -- SCALE - 3/8 a 1 7/18' • x 7/8 NYLON SVST1ING 0)73. TOP d< BOTTOM, , EXTERIOR) et 1307014 INTERIOR) - - - --. - /7CxJ/4'S S S U. -S - OR J /18" 0 Num. POP R1YE7S 50 0 0 12" O. G -x J /4' PIW HEAD PHILLIPS BOLTS W/ - 0 120.C. -- TYPICAL ELEVATION - Approved as compiytogwith the C o d e e ^ - - -_ _ Dote tS6 74 =� =_ _ .- NOM, -.- 063/ -.-0p hi iami Ditde- FruiiustCoifl fa! , Di% u >ty ,.�.. 't • S 3 o to - -= x x .125" OR J' x J' x- ALUMINUM - TUBE". - (6063 -75 ALLOY) x tx.125" ConL -Alum. ANGLE _ (606J -T6 ALLOY) CASE 3 SECTIONS D, CTYP =AT TOP_ _ SCALE.' 3 /B" - 2 x 2'x.125' - = _ DR J' x J x .090" - Alum. 7119E POST 2 - x_2 ' x .125 -x TUBES- s17__E -- Alain. - ANGLE (2 R£OUIRED =_ (606J -TS ALLOY):_ - * � f)Lil l R ALNM 5 BE LdCXED 8Y- 115A�C (LCX NE YSCE OF BAR TER W 1/4' x-20 x - _ T' s s =Ira' BOLT . Cw =DONS - - - - 'L r TE LO CUP. - -AS_ 11E1 L AS I) 9� r. S} t ax _a.P T w.L FTT_O7J114FtY _ • q• Gl)La1oMc ...P*I CSKkW SOE)VtLK ear 6 7X.T/MCO. x" .4LD:R14iTAELY TO 1157rG @LOCK C_t.P, :CCV1EN11NTESl1)& 411. AL1MY5 6F LOCKED . BY -L lI C A J /4" 0-20 it .S S — - SIDEIIMLK L w'JLY -ThRV WIN A -ITES MR 1};S - PORPOSE CFX1ERMAIES Si1GL HE PRE- ORXLLD Ar- Ad &XX — L001170N AS TAPPED DJ W ORDER TO ACCEPT -TIE 4' I-20 S]ESALK BOLT__ TwS 130LT. BC 4P.6TALIED MAt7H_ - 1/2 x 1.1/2. OR 2" x OR 2'x3 "OR x 4' OR -x 5 "x.125 Alum. ANGLE - / 14 x J /4' S S S.44-5. =OR = _ —_- J/16 - % Alum. POP RIVETS - O 9"_0. C. . -POURED - CONCRETE OR - CONCRETE - .OLOCK WALL - _ REOU1RED AAP_rtived -ai cun►pI Dg M_llh j1ic _ ^tlorlda_g id'wg Cox! =12sta o 2 ZGO NOAI4 141fam1 Dadc Product Control_- DivFi DRAWING No" SNEET_ -4 # -10 a a' x 2' x .125' OR J' x J' x .090" _ ALUMINUM TUBE (606J -1 ALLOY) CASE 1 2' x 2' x .125' OR J' x J' r .090' ALUMINUM TUBE (5067 -T5 ALLOY) -:ije' %HOLE FVR LOCKING PIN BEYOND) . (BEYOND) 1' x 1 x . 125' Cont -- -- = Alum. ANGLE- (60& -T suCOYJ .3"57 0 Alum. POP - __ _ - RIVETS / 14 x - - J /4' S. S. -5. M. 5. - O B"aC.(Tip.) . . OR ( BEYOND) - • SECTION D .. SCALE : 3/e =1- CASE 3 - (moo) • — W OR (YiC) _ -: fRtYfT -_ (BEYOND) O N E S I D E D SHUTTER END - C O N N E C T I O N - = D E T A I L - -sc : 3 / 8 - = 1 ' _ : - 0 G Ap�rnrecf as complying Mien the Florida Bald , Cod r asa MIAMI-DADE = COUNTY • CONCRETE ANC C 25 _ • 9' 0. C (SEF MOTE 7 OM SHEET 1) . NOTES ON LOCKS : APPLICABLE TO _LOCK OIETALS. 5140441V ON TFiS SNE17. LDC R 0 ;) ShA L ALMMYS BE USED FOR ANY SAW AND -9 STALLA • - AT ANY ELf144T7CYL - - .- -- - _ - WOOD? V £44Y ....if AS AV_ VOCE OR OUTSCE LOCKER F ATT ••a• -TO et PJ w/ 1/4' -0-20 x 1' Laws. S 71i .iDf� 80 .T / 1 4' I-. 0 r INTERNALLY _ __THREADED K ._SEE t 7 IATICM! WAIL ON _ _ _ �XS hear _ _ - - _- - a s FOR IYSTALLA1 W' AT ANY ELEINTKYI OF B M W< AND-04 _ A1)TXW 7O Q) LOS A AE 1AR T LOGO M41' BE USED _ - - =1UR RARPO5E3 ATA7YY DESIRED L474 Or. CEN7 44TE (IJtSCE A OR OUTS SAE„). - - - -1MEV USED &SOC=MINI UM T10lV TO CLASS SiiitL - AL BE D FROM TTHE OF�SgUal., T-LOCXx OR FRr. PIE OTHER ITT/!7 COMPO flI - SNOWY 01 - - Sti.1P31 0 OWIC REFER 75 ,4ORE CRT7Gt{J = -- t : SERA 9444 ALLWiLIV -(2014 -Ti LOY) - tAin£ FLAAGC - _ .1 1/ SMUT NUTSE RT, PART if 0820. AS WI& ACTURED BY AV E DE��J L TF�tTQ W. . NEW .JERSEY 07054 OR 'L. _ -Y 14417/011 Qepai Lao 1i'' (p.af.) Y47 W .94UTTER = - sFwi Z, (R) MvMwc,v .SEPAR47 • - - :-- - TO GASS On.) - - Ai4Mild 24- 4170,4 '.S° O - >8-43' JD 12'-0" . :: - 85 0 - d'-d • J 7/8' -- es - e'-J• 3 7/3' J' 90.0 - Q'-0' 3 • J' 92.5 r-9' 3 4/8• - _ J' - 9a0 7 r - 3 3 / r 97.5 - 7-5'- 3 , . - 3 • 100.0 - - 7-2- J J/8' J' 102.5 - -. - T -0' ' J J/8' J' 1030 8•-10' 3 J/8' r 107.5 - - - 8 • - - - 3 3/8 • - J' Imo 8• -7' 3 J/8'_ Y 112.3 -. - 8' -S'__ - _ 3 J/8'. J' 175.0 - 8'-J' .3 3/8' - 3 - 177.5 - 8' -2' -- 3 J /8 . - J . 120.0 5'-O' J J/8' - J' 122.5 5 - 7 1' - 3 J/8 • - - J' 125.0 5 - J 3/8 • J' _127.5 5"--Zr J 3/8 • .3' 130.0 5 - 3 3/8• 3' 7325 - 5 - 5' : J 3/3 3' 7330 - - .. 5.-4! - - : - 3 3' - 137.3 5 -3 - 3 3/8' _ J' 14417/011 Qepai Lao 1i'' (p.af.) - - - mums' 5"UT1ER SAW 2 (R) • ki4417,1l SEPAP47»l :- --- - TO ASS r„,,.) • 4170,4 '.S° O - >8-43' JD 12'-0" . :: •+''- =_ - - 1400 - - 5 -2 142.5 - _ 5' - 7': J .;/!! J - 423 11=11' .- - - 3 7/b' 147.5 4' -i1 - _ J' 46.0 11 -9' J " ' J 7/8' 152.5 4=9" 3' 47.5 .11 -7 - 3 7/r - 7575 3• J J/8'_ s0.0 11 -3' - 4 -8' 3 7/E _ 3. 132.5 -_ . _ i' - - ' sZ5 11 -1'- . 37/11 - J 187.5 - 3' _ -3 /8' p 10' -lp• - - J 7/8' :.. : 3' 172.5 - 3 - J s75 _ 10' -7" _ - _. -4 • -1 • . J' 7 / 8 ' - .J = _. - 177.5 -- - J' _ 8A0 - 10"--5"- : 180.0 - -- 3 7/8" J -- J_ .- - 82s 10 -2'- 3 7/8' - J• 810 - 10'7-0' ' " - . J • 7.4 - : _ "- 3' --. 075 9 -10'- - - J 7/8' - 3' - 70.0 ` 9'T7."7' - - J " .7 /3' _ :- , 3 ' - 7T3 " , 9"•--.3"',.: '3 ;7 /3' 75.0 9-4' J 7/8• - - _ 77.9' - 9 -2 " 3.7/8 3• : _ 80.0' . - -- , J, /8 • - r_ - - - - 823 - 8 -9 J 7 / 8 • - - 3 '- _ O Lao £MWt V 9ftllTE4 - soApi . t' (et) AIHAAlY SEFA - 70 CUSS_( J 4170,4 '.S° O - >8-43' JD 12'-0" . :: - 3 7/8' - - 1400 - - 5 -2 142.5 - _ 5' - 7': J .;/!! J - 143.0 . = J -o • 147.5 4' -i1 : 3 '_ 150.0 : - 4' -10' " - J " ' - J 152.5 4=9" 3 - .;/8' 1550.. ° _ - 4•--5'. " 3 3/8' -- 3• -. 7575 - :- 4 :. 7 ' J J/8'_ -: 3- - 18A0 - 4 -8' J A/8' - _ 3. 132.5 -_ . _ i' - - ' J' - - 165.0 _ _ 4'-4' - _J �/8 - J 187.5 _ - = 4' -4'-- -- -- _ -3 /8' J 770.0 - 4'-3• - J - JAB :.. : 3' 172.5 - 4 -2' - J _ - J - 173.0 - _. -4 • -1 • J 4/8 - .J = _. - 177.5 -- 4' -1 J J/b- ' _- - J' 180.0 - -- 4 - 0' J -- J_ .- - - 9.81T7ER SPAN '7." . (ft.) _ : - _ - .- - 144•448,04 SEA4RA7XYY Y• LEES OR _ E C44L , n-w( 8' -0• - J ' >8-43' JD 12'-0" . :: - 3 7/8' -. _ - Al h C ON S (VAL/O FO SECTIONS A. _ _ HEETS 2 1r 3 OF _ IO ). - Nom- DES 1C/v_ PRE RATING 1WG CO wC S. a+vtY TV ? C. tmt U (SUCTION cam u l ACCORC1 W � wrrri A. 7 s8 CRITE FOR rn _ wawa = __ _ __ - lf_N£G4T ,- PRESSURE_ VAL S COMPLY NlrtL THL: REQ(.RW PRESSURE FOR -THE OFOII +C, 7HE POST IE PRESSURE WILL AUTOMATICALLY Y 0(14UPY A 0 NEED NOT TO BE _CHECKED: _ MAXIMUM DESIGN PRESSURE RATING _ .s. f. AND CORRESPONDING MAXIMUM .SPAN 'L SCHEDULE. - - TABLE- -_ By uft,or Y SEP,4fb4 5" BE7WrIEN CLASS NiO 9#tT7ER FOR A OW EN - - - SM/TTFR SAW L FOR SHUTTERS AMSTALLED IMThW 77.8E rwsr ADM' CROIX OF A OVEN 9At0V/0. JO' -0' QEkl 7RYV S 401 6E WARNED Ar BOTTDY OF SHUTTER SEPAR4170N 'S' T0; 8E MEASURED .45 VGC47733 - ON SECTION 0. SHEET 4.OF 70.:: .. _ _ _ _ : - - - :. _ _ •- - Kpprovcd complying with - the Florida B . Id' . Cod - - Datr • . Zoo Z - -- NOAl1 . �� • 0 - Hunt Dade Prod act Control DIA MIAMI -OADE COUNTY- - - =4401 WAD - _ Ai4R3RM ShVTTE7i _ w se •L' ow - _ Astai�u smuurch `s' _ - - 70 Goss (S.) =' �y,,f _ - - - -J 7/8"- _1110 - 8 -11' J7/8" 42.5 J' 87.5 e-9- - J 7/3 11=4' --- .r 9a _ 8=5" - J 7/ J7 /8• J . 50.0 _ - 6'- 3. - - J 7/8 � _- 57/8' : r r -3 - 910 ._ • 6=1' 97.5 : - 7 - - . -J 3/1r - -• J . r - 1010_ • - - r-d' _ J;�/a' 1023 - - 7'-6' ' -- , J 3/8" - - r :. 105.0 7=-3' - _ - J 4i . - :J 7/8' .r 107.5 7 - . J 3/8" - - J' - -- 1110 • Q' -il' .3 3/3 - _- - 9'-8 . . J• 112 - 6•- 70' _ -J - W - J 7/8' . J" 113.0 _ 6 J ,7/8' _" • - . - 60.0 • 117.5 " . 6 -6' J :3/8 -- - J - 120.0 6•-5' J J/II' J' 122.5 • 6 -.r _ J .3/2r- - _ r 125.0 6• -1' J 3/8' J' _ 127.5 6'-0' _ J J/6 .. 4'-8' J" __ .1310 _.5 J 3 / 8 " J' - 112.5 _ - 5 • 9' - - J 3/ -. J 3/6' J' -10 - - - 5.- $. --- - -__J 3/ 170.0 J' -1J7.5 , - - .5 7• - J 3/6' J_ _ J• MAXMAI 17ES' N Law 1r (p i./.) AWOW1,1 SHUTTER SAW 1' ( L+vWNuu1 SES emno N Y , -- - TO CtAST . (1n.)_ : - ° -- =' �y,,f _ - - - -J 7/8"- 42.5 11=-11" , - J 7/8' J• - - - 45.0 11=4' --- - -3 7/8' - -_ Z•- 7- -- 47.5 11 -r - _ J7 /8• - -- J . ' 50.0 11 -.S' . J 7/8 J 57.5 11 •-r . 3 7/8' - - J - 55.0 11 -1' _ 57/8. - -• J . 57.5 . 10' - 10' J 7/8' .. J - 10.0 10 _ J 7/8' - J' 62.5 10' -4' -• . 3 7/8' - . _ J - 65.0 10' -2 - . - :J 7/8' .r 67.5 • 10' -0' J .7/8' J, 7Y. 9 -10' J 7/8' J' 72.5 - 9'-8 . . - 5: 7/8' J• 75.0 9' -6' - J 7/8' J. . . . 77.5 ' 9-4' - - J ,7/8' _" • - . - 60.0 D' - 2' 5 7/8' • - - J • _ -- : 62.5 9 ' - 0. - J 7/• J.- X -. Of9C71 L040 W (p.a.l.) - Mi271.1 / SHUTTER . slum Z' (2) - MbiIUW . uNTION -- _ ID - - =' �y,,f _ - - - -J 7/8"- 140.0 - - -- - -5•-8' J 3/8 --- 142.5 1' 3 4/8' - = - 145.0 -5•-3• : J _ - __ a' - 147.5 - - 5' -2' _ . _ J : _ 150.0 - _5 - . - J .;/d' • r.: 1523 - 5 -0' - . J - 4/8•. - - J • :, _ 155.0 . - 4 53/6 J' 1573 - - 4 -10' J ,;/D _ J' " - 160.0 .. . 4 .• 1625` 4_5 - . J• ---- __ .- 165.0. .. 4'-8' : -- = J 318'- 167.5 - 4'-7' -. J 3/6' 170.0 4 _ 6 .• Jam•. J_ _ - _ 1773 4 -5' J J/8' : -- • - r - 175.0 _ -. 4'-4' - - J 3/8' - r 177.5 _ 4 J ' - - - - -:r ,_ - 1 MO 4' =5' - - J 3/6'- _J' --_. °: shrITTER SPAN l' % -- -- moirutw SEP4&4TAcN_Y' • LEES OR tram. 1mWY 8• -0' ` .. - _ J - • - -J 7/8"- z. -_ approved as cemplyinghit1fthe.- Florida Snidl Code -'---- :Date • . _ OOZ. ,. _ - NOAp o Miami Dade PTVdnct Conlro • • - MAXIMUM 'DESIGN- PRESSURE RATING "W" .s. f.) AND CORRESPONDING= MAXIMMUk!_ `SPAN _ (VALID FOR SECT7ON 8 & 81 ON SHEET 2 -OF 10. - _ - - warn DES CH PRESSURE RATING c ORRf cS CYILY 7D h'EGATIVE PURE (SUCTION) LCODS. IN ACCOROWICE i4fTN - ISCE- 7 -98 TFt Ll - FDR A G7VEN: OP ENING. - __ IF_:N£ GAFi VF =PR UR£ -*ALLIES -G UPIXMT1 ME REQUIRED PRESSURE FOR 7IE- OPENING. THE FVSl7NF PRESSURE VYLL AUTOM477C4LLY OI MD N® NOT_TO_8E CJ1ECXED. *SCHEDULE. TABLE - - -1 r ARNMUAI.SEPARATION S' 8E711EEN GLASS ASO SHUTTER FOR A CnEN - - sMlrrrR SAW 2 - FOR s7•(IT7US aktsrA m sump/ arc FIRST -SW-0' - ABOVE CRAW OF A GM1EN Bt.RD'1 . J0' -0' ELEVATION STOLL EE AEtStaM - AT BOTTOM Cr .9VTT1R.SEPAR4TKW -'S TD BE MEASURED AS MCYCATED UJf -ALf W L& Sf1 7ER 1NC • - - - _ / ,CSSe 112.51 - =_ =_ -: < ie4 11.1 TERRACE _ E FEE 42 77_ oRAiaxc No - - -- 3NEL-L 7 ! _t0- _ . -_ = - ' ' 41.4)1I-AUM - =ice 4 At, C 2:CICINS 4 A{ C - 23:21,6 4 e ff - IKA.U. __INSTALLAMV AT TOP (TO MOC.WTING - - MALL MOUNTING - INSTAUA770N AT 8077M - -- (70 WASONM) - - - --- - CERAC & FLOOR :.-- mouraisu risrALLAncw - -- -A71! -1= 7017 3 1 -- Op CaV_CRP:0 -. . _ GN -LaID •*- (p.s.f.) CONCRETE) __Am r 1 _ IC7E 2 ?C71 .7 hCIT t NOM 2 NCAT .7 =NOM I - . PIOT 2: . - ACV J _ FROM 9' 9' 9' - --- 9' s' 6 1/2' - - 9" 40 - 0 _ 70 62 0"_ - 9' 9 - 5 1/2" 4 t 9 —_- --_-_- _91 9• 8' 9 6 r/2 6- -_ -_9' _ - - - ir: ---_ - -2E62.6 70 75.0 9• 9 8 4 7/2' 4 _ - 9' - , - ' . • - - FROM 75.1 70 92.5 - 9- - - - r_ T 9• 5 1/2" 5 1/2" - .: 5 -_ g. g. 9 . 8 1/2 e 4' 9 • _ 7 f/2" 7t/2" FROM - r 5 1/2 - --- 8. - - - - - 5• _ - , -- -- ne 70 720.0 --- s' 4• 7_ I/2" 5 112" 5 1/2 ' - - - - -_ - - _- - -- _ -- - - 120.1 TO 180.0 - 9" 4' - -- 7 1/ 7 VI' - - - -=-- . NiCEOR SPACING LEGEND (1) Max. ANCHOR _SPX. VAUD FOR SPANS OF 5 OR LESS. • ' (2) Max. ANCHOR SPCG. VALID FOR SPANS GREATER 77-IAN 5 70 8 (3) Max. ANCHOR SPCC. VALID FOR SPANS GREATER 71-L4N 8 70 Max. ALLOWED. - . NOTES-'0N ANCFIOR SPACING SCHEDULE.- • _ _ _ _ . . SEE 9k 10 OF 10 FOR ANCHORS.IYPE _it SPACING FOR - - - _.:ANSTALLATKWS _INTO - 1 1 1000 FRAME .13ULDINGS.: • AW:AAN ANCHOR SPACINGS ARE FOR - 3 1/2 EDCE. DISTANCE LESS 771M .1 RWOCE ANCHO# ?SPACING BY MULTI:Y.774W Sp/V:0% WI ON - sr rur - FOLLOWNG -- • - = - FA E FOR RA* t -C-TIX IN IS 27727. _ -I ACTUAL E D.= _ - -- DISTANCE 1 -;• _ - - - _ ed lyngli id] the A pprov s compi _ _ _ Florida Blkl? _ _Dote _ / • o _ Prodoct Cent_ -- - By ! C ppraird as complytng with the Flornls B ,. Code -nare .. ao may -_ _, -.�.:= ` • � .- -- • SIC X ao s s =s u !►� /IrI r - 7/8' - (rift ,;/1f1 Alun PCP piETS't :ra G -. 1 i'.I -?G'Y .T/4 RW . _ __ PHELPS 02.75 W /•- - MIT Is JAW& 0 if O G__ - - - zee .f.dt --1: 7NStkLL4770NS-AR£ LWLYVALJO_" OR 1NSf•ALtA�ONS�IVITF#: #3 ![ -14fXB tfs4rkS e _ L£SS OR EQLL L 77iAN 75. gs /. ANO_9=O'_dMar. !tJflER SPAN. 2 - FGW 7VEW Woo - fRt1/E• L'ONSTROCTXXV HT7OIT _ _ PINE No. _ ?. -SPEGF7C- GiE NSITY - Gf 55 R _fOL4tL ' - -- - NO7F .: : -.- - WALL /FLOOR /CEIUNC IIOUN77NC SECTIONS C4N 8E :_ COMBINED .!N ANY WAY _ TO- SUIT-:ANY=INS7AL *77ONL a, ...= -� pt I Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 2/22/2005 Applicant: GLENDA Owner: ISAIAS JOB ADDRESS: 250 Contractor Local Phone: Parcel # 1132060134010 NE 97 Fees: FEE2005 -2266 FEE2005 -2267 FEE2005 -2268 FEE2005 -2269 FEE2005 -2270 FEE2005 -2271 FEE2005 -2272 Description Building Fee CCF Notary Fee Training and Education Fee Scanning Fee Technology Fee Submittal Fee Total Fees: Amount $210.00 $1.20 $5.00 $0.40 $21.00 $5.25 ($50.00) $192.85 Total Fees: $192.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 8/10/2005 Construction Value: $2,000.00 Work: REPLACE SHUTTERS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Building Permit Permit Number: BP2005 -201 ISAIAS GLENDA ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 6 BY: Page 1 of 1 BLK 30 LOT SIZE 50.000 X 1 BUILDING PERMIT APPLIC ON /�-�' Master Permit No. FBC 2001 / n Permit Type (circle : Building 1 Electrical Plumbing Mechanical 1 Owner's Name (Fee Simple Titleholder) ■.' Vj) /2 ` /�'2' / /�, Phone #` 3' S _ Roofing Owner's Address ,' 5C-) A/ 9 - 77l City j', % State Zip 3 / Tenant/Lessee Name /1 f Phone # Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier State Certificate or Registration No. Architect /Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Total Fee Now Due $ ❑Addition (Continued on opposite side) Miami Shores Village Bui lding.Departinent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795 2204 Fax: (3 05) 756.8972 State - 2 / Alteration Code Enforcement $ Structural Plan Review. $ 5 /1„ 9) (1( )/ - zip 2 j County Miami -Dade NO �� ne • ❑New Zip Certificate of Competency No. Permit No. Phone # Footaj Q1Work: Repair /Replace i i c cc y - .6 - ti, ., * * * * * **,,,,x * * *F *K>:,: >r�.... +xx ,,,� t *xx ** '� �` r� j ?a - Submittal Fee $ `-' 4 Permit Fee $ -4- G 0 .�� - -� CCF $ CO /CC Notary $ ' T Training /Education Fee $ [,. � Technology Fee $ '; Scanning $ • , Radon $ Zoning Bond $ ❑ Demolition Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) (VA/ /-- Mortgage Lender's Address City State Zip Application is hereby made to obtain a pennit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF' COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,''a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs sev i (7) days after the building permit is issued. In the absence of such posted notice, the inspection wi knot be approved algd a relnspection fee will be charged. Signature TI egoing instrument was acknow dged before me`his /' (/; The foregoing instrument was acknowledged before me this z „,clay of ri , 2pa J, fl ay of 20 by — vis persoiYally known to me oy1 who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P.BL Si NOTARY PUBLIC: �'�'tk- Sign: , .' Ginn3p Gone.j i Commission #Dv323870 ° Expires:N41ja Ssion Expires: }/ • . ;Fad Fro ",.` Bonded Print: My Commission Expires: !-t Owner or Agent APPLICATION APPROVED BY: Chc 05/13/03 Signature • f Zip Contractor * * * * * * * * * * * * * * * * * * * ** is Examiner Engineer Zoning , 1I1 1 I . I 1r .. . , 1 I.,...1 1'r Iill i, 1 11' ; !,1 ?I I ' , ,, 1 I ; 11', ', ,• r I, ;k 6, lo rules and governing the Use of construction materials., (1 h ! oet xnent4tion,subrnitted beert'ICevyewed b� -Dade County Product' Control Division and accepted ' ,' by thc'Board o Rules andlApp�eals (BORA) to, be used M Dade Coun other areas where allowed by , the Authority Having J1. ri dietio? (AHJ') I' I , I' I ' I' I , ; 1 1 I1 ,• 1 ' 11 i ;' 1 ` I1 , ,It � ;11 ;!' ' Thi NOAIIshatl I npt valid I afterl , the expt `ation date stated below. The Miami -Dade County Product Control I ,1Divi5iog (1 )I 1 Mittn�i pac ,c,poiiI'111.iitndJ L 1, , + tll 1 . {J, �in; areas • oth e r' than Miami lade. County) reserve the' right to .; , ., ! 1 hfvc this pr or cater a tested'4br gilaii , iassurance 1 purposes.' if this product or material fails to perform in the acceptea.I'n'ian ell, the;' m nu;'aa 1 ure I +►�Ji1 , lrncur' the expense' of 'such testing and the AHJ may inuizediately reivolce� 1�lod f' ,pQr s jspbad; e $ e;+bt' r si eh Pi or material within their jurisdiction. BORA reserves the right to re q'ko this cba ta I i ' is ci Miant -Dade. County Product Control Division that this product or omatar cal fails to m et the retl9 }re elItts;ot', b uilding code. 1 l I.I , 1 I ;■This i pp geed a , ; es0 1;94 herein, and h as been designed to comply with theiHigllVelocity Hurricane i • 1.Zor} i q f th '1{� �d4Building 0! eJ' ' f' , ,1 ' 1 ' r 1I 11 1 1 '1 ' DE tRIPTI N,, ASSA, /, esidentl B 'otha Aluminum Accordion'Shuttcr; APPROVAL OC rMEN':1DiraWing.No. titled "ASSA /Res Bertha Accordion Shutter'; sheets 1 threut;h i o f 1 1 0, preparedl Tilteco,'Inc.,'dated Apnli'19, 2002, bearing the Miami -Dade County Product' Coitrol stamp with the No of Acceptance number and approval date by the Miami -Dade' County, Produet Control Division • '' , I MISSILE IIMP,ACT RATING: Large,and Small Missile Impact ' ABEL1NG I each` unit sha1.`be f ' ll' rl, nei label with the manufacturer's name or logo, city, state arid the 11o�win,gstaten ent: i "Mia ad �Cvu} l Tz duc 1 Control,Approved ";'unless otherwise noted herein: EPVF WAL' fltl4N0 1; ''i'11 ott 4 a r rer ha s been filed and there has been no a be, in'the lic; 1 11 i ii i .-,iii i i de riega ,Itiy'e1 a fecting:the performance' of this product. ' : u 1 AT 4,N o t1i i' s 1 Iq G ftar, thelexpiration date or if,there has been'a revision or change in the „ ' I I1 I c1 }ii:� 1 _: II , materials, uso, ajd4o mt u c f the �, dinict, oia process. Misuse of tl NOA as an endorsement of any . pod et, for,sa es' vertj i o ti y + o e;!` 1 u dse automatically terminate this 'NOA. Failure to comply with any' secti9,n i b f this s'iayl It�le;'ca Or termination a removal • ' of NOA. • ADVERTISE E Nr1' � o e i I e A � um ; r , ce �';� ded by the words Miami -Dade County, Florida, and followed by ,, , ; ( I +1 , X11 t e;expiration may PA d ii advertising literature. If any portion of the NOA is displayed, then it shall be done ' ration e}itirety; ! i ' j'1 11 ' 411 .li ; ' I INSIv'EfrTIO , I, l;'Aic pY of t r tr Ga NOAI �lal1 be provided to the'user by the manufacturer or its distributors 1. , t II '� , f. >,te p 1 !' and sbal1 be aV fila it t e c 'lat , th l ) 1� ati:t ?e regiiest �c j the $uilding_Official. 1 r I 1' I , , r 1 rlI ',� I � ,I li ,, �R ' 11u ,NQA con 44! o ' th �s , ►d• p I 1 ' �eq. s, tov l• doctiti1ent me,nttoiled above. '!The subimttcd Oe en atio ' vie��`v�ed ip y' p LLe iki A.1Vl liar, .:E I . I ' I 1 o �, 11 �� 11i,; 'i r I I,' dl l l ,! , 1, y 1 A i j I II� • NOA No 02 - 0 5 a.os ' ; . aj11y O w , l + I'' I 1 I P i ll III.�I 1,'i� 11 I� �� I I � i I '1 Expiration Date: 06/24/2007 I I� ;it; 1 , , Approval Date: 06/24/2002 'I 1 , 1 • . MIAMI -DADS COUNTY,'FLp1 JDA . : 'METRO -DADE FLAGLER DUILDING I 140 WEST FLAGLER STREET, SUITE 1603; • ' MIAMI, FLORIDA. 33130-1563, (305) 375 - 2901' FA (305) 375j 2908,; I 11 ,11 I , I I Il OCT 18 6l MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204M Building Inspection Request Date to 13 Type Insp' n LU (I 1..J3L'l/J r W I iL Permit No. 1D PO — ((C5 Name e encta 1-jtciD Address 250 N q ,( 5+ Company V V V R Phone # Inspection Date Approved Correction Re- Insp'n Fee 10 ofirY) pkeo3-e 141 MIAMI SHORES VILLAGE BUIL)ING DEPARTMENT '305- 795 -2204 Building Inspection Request Date 1 0 1 1 Type Insp'rrt 1 L LU 1 � Permit No. a:PCE - 7 ) Name — JSA AS . Address NE. 9 ST� . Company 0C- Phone # ) s Z6 - 8 - GC- 1 . Inspection Date ID 15 Approved Correction Re- Insp'n Fee Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/1/2005 Applicant: GLENDA Owner: ISAIAS JOB ADDRESS: 250 Contractor Local Phone: Parcel # 1132060134010 Signed: NE 97 Building Permit Permit Number: BP2005 -716 ISAIAS GLENDA ST Contractor's Address: Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 6 Page 1 of 1 Fees: FEE2005 -7025 FEE2005 -7034 FEE2005 -7035 FEE2005 -7036 FEE2005 -7038 FEE2005 -7040 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Submittal Fee Total Fees: Amount $210.00 $1.20 $0.40 $5.25 $3.00 ($50.00) $169.85 Total Fees: $169.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/12/2005 Construction Value: $1,700.00 Work: REPLACEMENT OF WINDOW- (11) OPENINGS (INSPECTOR) BLK 30 LOT SIZE 50.000 X In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Florida's Best - Windows , Non - Impact Windows 178 Fixed Window 338 Fixed Window 515 Casement Window 605 Single Hung Window 805 Horizontal Sliding Window 810 Horizontal Sliding Window 910 Single Hung Window Impact (Small Missile) 515 Casement Window 605 Single Hung Window Impact (Large Missile) 338 Fixed Window 515 Casement Window 605 Single Hung Window 805 Horizontal Sliding Window http://www.floridasbestwindow.com/Windows_515.htm Home J Company Aluminum Casement Wind() Model 515 Page 1 of 4 Fe. B • C( tr FI C. M G al PI tr al C( p1 C( r€ • R. fc in s e: C( 0I • Li C( a' ft. C( bi • A vi st st 4/21/2005 Non - Impact Windows 178 Fixed Window 338 Fixed Window 515 Casement Window 605 Single Hung Window 805 Horizontal Sliding Window 810 Horizontal Sliding Window 910 Single Hung Window Impact (Small Missile) 515 Casement Window 605 Single Hung Window Impact (Large Missile) 338 Fixed Window - 515 Casement Window 605 Single Hung Window 805 Horizontal Sliding file: / /C:\DOCUME-1 \GLENDA -1 \LOCALS -1 \ Temp \S3DXGXAL.htm Home J Company Aluminum Casement Window Model 515 Manufactured By Doors 1 Contact Us Features & Benefits • Model 515 complies with the 2001 Florida Building Code and is Miami -Dade County approved. Please ensure that your application conforms with product's Code compliance requirements. • Retrofit sizes for easy installation. Sized to fit existing or new construction openings. • Lite configurations available in full -view, colonial and brittany. • Available in a variety of glass styles: standard clear, obscure, energy- efficient bronze, gray, solex green or Page 1 of 4 4/21/2005 Window Low -E tinted glass; annealed glass or tempered safety glass; insulated or impact - resistant laminated class. • Choose from a variety of finish colors. Standard finish is white PPG Polycron III enamel. Also available in bronze, brick red, beige, dark green, silver, bone white, sage brown or any other custom finish colors. • Maintenance -free all aluminum construction. Extra heavy duty construction for superior strength and performance. • Stainless steel hinges and fasteners help keep windows free from corrosion. • All corners joined with dual corner locks and four(4) fasteners for extra rigidity. • Safe and secure double cam -style sash locks for enhanced security and peace of mind. Note: Most files are large and will take a while to Toad on dial -up connections and will take Page 2 of 4 file: / /C:\DOCUME- 1 \GLENDA-1\LOCALS -1 \Temp \S3DXGXAL.htm 4/21 /2005 a while to down Toad. If you have difficulties with these, these files on our free CD Catalog. feel free to Contact Us to receive Technical Specifications n Model 515 Technical Specifications j Product Approvals and Test Reports Model 515 . . VI Test Report: 1/4" Tempered . Test Report: 1/4" Tempered and Annealed, n Test Report: 3/16" Tempered and Annealed Product Approval: (NOA No..02- 1224.08 Product Options 1. Butt Hinged a. Glass Options: i. Annealed Glass: 3/16 ", 1/4" ii. Tempered Glass: 1/4" b. Configurations: OXX, XXO, XX, X, OXO 2. Slide (Concealed Hinge) a. Glass Option - Annealed Glass: 3/16 ", b. Configurations: OXX, XXO, XX, X, OXO 1/4" file: / /C:\DOCUME- 1 \GLENDA -1 \LOCALS -1 \ Temp \S3DXGXAL.htm Page 3 of 4 4/21/2005 Florida'sBesr WINDOW 8e DOOR MODEL 515 NON - IMPACT PAGE 1 OF 3 TOLL FREE: 1 -800 -511 -1746 www.florldasbestwlndow.com MODEL 515 CASEMENT WINDOW (NON - IMPACT) FLANGE SIDE VIEW GENERAL SPECIFICATIONS AND FEATURES GENERAL: Florida's BestI''m Model 515 Aluminum Casement Window meets AAMA/ NWWDA 101/I.S.2 -97 specifications and complies with the 2001 Florida Building Code. Please consult your salesperson for product design Toad ratings and ensure that your application conforms to local building codes and design pressures. Units are offered in standard and custom sizes and various glass configurations. MATERIALS: Frame members are constructed from commercial quality extruded 6063 -T5 aluminum alloy. Fasteners are plated,steel or non - corrosive materials compatible with aluminum. GLASS: Windows are designed to accommodate 3/16" or 1/4" single panes; 7/16" laminated and 5/8" insulated glass also available upon.request. 2• T ce i t III ce o s III E C l TYPICAL ELEVATION (VIEWED FROM OUTSIDE) • • i • �� .i - i WINDOW LOCK AND /OR CUSTODIAL LOCK O.G. APPLIED/ MUNT1N (OPTIONAL) OPERATOR FINISH: Standard finish is PPG Polycron III white acrylic, to comply •with AAMA 603.8 requirements. Bronze and custom colors also available; please consult your salesperson for pricing. •'CONSTRUCTION: Frame members are 1/2" flange type. All joints of frame and sash members are neatly fitted and joined by dual corner locks and stainless steel screws. Frame members are 1 -7/8" deep. Vents are exterior glazed. HARDWARE: Units can be ordered with Truth 4 Bar stainless slide hinges or proprietary butt hinges. Please note: Impact units only offered with butt hinges. Sash operators are Truth roto operators. Sash is equipped with single, double or triple ram -type locks. •SCREEN: The screen cloth is fiberglass 18" x 16" mesh, installed in an extruded aluminum section that is removable from the interior of the ...building. INSTALLATION: Windows are to be set in wall constructions in accordance with the manufacturer's installation instructions. Windows 'shall be installed square, plumb, and level without binding. Frame shall be adequately supported across its entire length without bowing and twisting. The window installer shall provide a non hardening caulk sealant in sufficient quantity to provide a water seal between the aluminum frame and the surrounding construction; which is compatible with aluminum .and The surrounding construction materials. Manufacturer assumes no liability for damage by the trades or final cleaning of the unit. NOTE: Specifications subject to change without notice. FLANGE. TOP VIEW FLAT APPLIED MUNT1N (OPTIONAL) EXTERIOR WINDOW WIDTH GLAZING BEAD HINGE I /2 - r I., SINGLE VENT ' Florida'sBestm WINDOW at DOOR MODEL 515 NON - IMPACT PAGE 2 OF 3 TOLL FREE: 1- 800 -511 -1746 www.floridasbestwIndow.com '/ WINDOW WIDTH 1/8 DOUBLE VENT OTHER APPROVED CONFIGURATIONS CUSTODIAL LOCK GLAZING BEAD WINDOW WIDTH lN i TYPICAL ELEVATIONS (VIEWED FROM OUTSIDE) FLANGE. TOP . VIEWS SINGLE VENT /FIXED UTE COMBINATION (MULLED) ALUMINUM MULL WINDOW LOCK 0.G. APPLED EXTERIOR MUNTIN (OPTIONAL) • • WINDOW WIDTH • 0.G. APPLIED MUNTIN (OPTIONAL) HINGE F 1/2' SINGLE VENT I FIXED UTE COMBINATION (MULLED) N /. / \ 1 Florida'sBestm WINDOW at DOOR MODEL 515 NON - IMPACT PAGE 2 OF 3 TOLL FREE: 1- 800 -511 -1746 www.floridasbestwIndow.com '/ WINDOW WIDTH 1/8 DOUBLE VENT OTHER APPROVED CONFIGURATIONS CUSTODIAL LOCK GLAZING BEAD WINDOW WIDTH lN i TYPICAL ELEVATIONS (VIEWED FROM OUTSIDE) FLANGE. TOP . VIEWS SINGLE VENT /FIXED UTE COMBINATION (MULLED) ALUMINUM MULL WINDOW LOCK 0.G. APPLED EXTERIOR MUNTIN (OPTIONAL) • • WINDOW WIDTH • 0.G. APPLIED MUNTIN (OPTIONAL) HINGE F 1/2' SINGLE VENT I FIXED UTE COMBINATION (MULLED) Florida'sBestTM WINDOW a. DOOR MODEL 515 NON - IMPACT PAGE 3 OF 3 TOLL FREE: 1- 800 -511 -1746 www.florldasbestwIndow.com OPERATOR 0 6 a O 1/2 G.G. APPUED MUNTIN (OPTIONAL) v. TYPICAL INSTALLATION EXTERIOR (INTO WOOD) FRAME WIDTH FRAME WIDTH (INTO CONCRETE). FRAMING OPENING 1 X P.T. WOOD BUCK 1/4 SHIM HINGE 1/2 FRAMING OPENING WOOD SUBSTRATE EXTERIOR NOTE: SHUTTERS REQUIRED FOR ALL INSTALLATIONS J • MIAMI MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window and Door 601 N. W. 12 Ave Pompano Beach, Florida, 33609 MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not be valid after the expiration .date stated below. The Miami -Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "515 " Aluminum Outswing Casement Window APPROVAL DOCUMENT: Drawing No. C515 -NI, titled "Series 515 Aluminum Outswing Casement window - Non Impact ", 1 through 10 of 10, prepared by manufacturer, dated 11-15-01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Impact Resistant shutters required LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product. Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered aftera 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 02- 1224.08 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No 02- 1224.08 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Page 1 T. M. Window and Door NOTICE OF ACCEPTANCE: • EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. C515 -NI, titled "Series 515 Aluminum Outswing Casement window Non Impact ", 1 through 10 of 10, prepared by manufacturer, dated 11 -15 -01 and last revised on 02- 25 -03, signed and sealed by Ballard L. Argus, 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 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration. Testing Laboratory, Inc., Test Report No. FTL -3279 (01171) & FTL -3280 (01172), dated 02 /1.3/02 and 01- 24 -02, both signed and sealed by Luis Figueredo, P.E. respectively. 2. Additional test report for structural consideration: Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum casement windows, prepared by Fenestration .Testing Laboratory, Inc., Test Report No. FTL -2770 (00122) dated 6/13/01, signed and sealed by Antonio Acevedo, P. E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated 09- 27 -02, 10- 04-02, 12- 04- 15 -02, and last revised on 02 -25 -03 prepared, signed and sealed by Ballard L. Argus, P. E. • D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Letter of conformance and "No financial interest,. dated 12 -04 -2002 signed & sealed by Ballard L. Argus, P.E. 2 Statement letter of compliance, part of above referenced test reports, issued by Fenestration Testing laboratory 3 Letter & marked -up drawing dated March 12, 2003 issued by Fenestration Testing laboratory, signed by Roberto Robleo. F. OTHER 1. None E -1 l<LA . (IRA Jo, Ishaq L Chanda, P. E. Product Control Examiner NOA No 02- 1224.08 Expiration Date: May 01, 2008 Approval Date: May 01, 2003 Florida'sBesr MODEL 515 NON - IMPACT PAGE 1 OF 3 TOLL FREE: 1-800-511-1746 W 1 IN CD O W 8t DOOR www.florldasbestwlndow.com MODEL 515 CASEMENT WINDOW (NON - IMPACT) FLANGE SIDE VIEW GENERAL SPECI.FICATIONS .AND FEATURES GENERAL: Florida's Best'rm•Model 515 Aluminum Casement Window meets AAMA/ NWWDA 101/I.S.2 -97 specifications.and complies with the 2001 Florida Building Code. Please consult your 2 r 1/2- salesperson for product design load ratings and ensure that your application conforms to local _ 1 building codes and design pressures. Units are offered in standard and custom sizes and various glass configurations. L C WINDOW LOCK AND /OR CUSTODIAL LOCK MATERIALS: Frame members are constructed from commercial quality extruded 6063 -T5 aluminum alloy. Fasteners are plated steel or non - corrosive materials compatible with aluminum. GLASS: Windows are designed to accommodate 3/16" or 1/4" single panes; 7/16" laminated and 5/8" insulated glass also available upon request. FINISH: Standard finish is PPG Polycron III white acrylic, to comply with AAMA 603.8 requirements. Bronze and custom colors also available; • please consult your salesperson for pricing. • CONSTRUCTION: Frame members are 1/2" flange type. All joints of frame and sash members are neatly fitted and joined by dual corner locks and stainless steel screws. Frame members are 1 -7/8" deep. Vents are exterior glazed. .HARDWARE: Units can be ordered with Truth 4 Bar stainless slide hinges "or proprietary butt hinges. Please note: Impact units only offered with butt hinges. Sash operators are Truth roto operators. Sash is equipped with single, double or triple cam -type locks. SCREEN: The screen cloth is fiberglass 18" x 16" mesh, installed in an extruded aluminum section that is removable from the interior of the building. INSTALLATION: Windows are to be sec in wall constructions in 'accordance with the manufacturer's installation instructions. Windows TYPICAL ELEVATION shall be installed square, plumb, and level without binding. Frame shall be (VIEWED FROM OUTSIDE) adequately supported across its entire length without bowing and twisting. The window installer shall provide a non hardening caulk sealant in sufficient quantity to provide a water seal between the aluminum frame and the surrounding construction; which is compatible with aluminum and the surrounding construction materials. Manufacturer assumes no liability for damage by the trades or final cleaning of the unit. • NOTE: Specifications subject to change without notice. FLANGE TOP VIEW FLAT APPLIED MUNT1N (OPTIONAL) INTERIOR ..EXTERIOR WWDow WIDTH « SINGLE 1 VENT Florida'sBestu WINL40 at DOOR MODEL 515 NON - IMPACT PAGE 2 OF 3 TOLL FREE: 1- 800 - 511 -1746 www.floridasbestwIndow.com ' /8- �IF WINDOW WIDTH I/8' Jr.. 1/8' I~ WINDOW WIDTH �F DOUBLE VENT OTHER APPROVED CONFIGURATIONS CUSTODIAL LOCK GLAZING BEAD WINDOW WIDTH ALUMINUM MULL O.G. APPUED MUNTIN (OPTIONAL) II - - I '-- • tiJ \�4 TYPICAL, ELEVATIONS (VIEWED FROM OUTSIDE) FLANGE TOP VIEWS SINGLE VENT /FIXED LITE COMBINATION (MULLED) ALUMINUM MULL WINDOW LOCK MEETING RAIL WINDOW WIDTH O.G: APPUED EXTERIOR MUNTIN (OPTIONAL) WINDOW WIDTH WINDOW LOCK GLAZING BEAD EXTERIOR O.G. APPUED MUNTIN (OPTIONAL) HINGE 1/2• -r SINGLE VENT • FIXED UTE 1 COMBINATION (MULLED) DOUBLE VENT a (MULLED) \ .12. •/ /. /•. /. ` i \ . \ \ Florida'sBestu WINL40 at DOOR MODEL 515 NON - IMPACT PAGE 2 OF 3 TOLL FREE: 1- 800 - 511 -1746 www.floridasbestwIndow.com ' /8- �IF WINDOW WIDTH I/8' Jr.. 1/8' I~ WINDOW WIDTH �F DOUBLE VENT OTHER APPROVED CONFIGURATIONS CUSTODIAL LOCK GLAZING BEAD WINDOW WIDTH ALUMINUM MULL O.G. APPUED MUNTIN (OPTIONAL) II - - I '-- • tiJ \�4 TYPICAL, ELEVATIONS (VIEWED FROM OUTSIDE) FLANGE TOP VIEWS SINGLE VENT /FIXED LITE COMBINATION (MULLED) ALUMINUM MULL WINDOW LOCK MEETING RAIL WINDOW WIDTH O.G: APPUED EXTERIOR MUNTIN (OPTIONAL) WINDOW WIDTH WINDOW LOCK GLAZING BEAD EXTERIOR O.G. APPUED MUNTIN (OPTIONAL) HINGE 1/2• -r SINGLE VENT • FIXED UTE 1 COMBINATION (MULLED) DOUBLE VENT a (MULLED) Florida'sBestTM WIN1,OW Be 1000R MODEL 515 NON - IMPACT PAGE 3 OF 3 TOLL FREE: 1- 800 -511 -1746 www.florldasbestwlndow.00m T Ligg = e ms d 4 V ler EXTERIOR w 3 1/2 O.G. APPUD MUNTIN (OPTIONAL) 4• K TYPICAL INSTALLATION OPERATOR ;(INTO WOOD) 1/2 FRAME WIDTH (INTO CONCRETE) FRAMING, OPENING 1X P.T, WOOD BUCK 1/4° SHIM HINGE FRAME WIDTH -- 1/2 FRAMING OPENING WOOD SUBSTRATE EXTERIOR NOTE: SHUTTERS REQUIRED FOR ALL INSTALLATIONS • GENERAL NOTES 1. SERIES 515 ALUMINUM CASEMENT WINDOW (NON - IMPACT), AS DESIGNED AND MANUFACTURED BY TM WINDOW AND DOOR, LLC. 2. PRODUCT APPROVAL DRAWINGS ARE BASED ON TEST REPORTS No. FTL -3279 AND FTL -3280, AS USTED ACCORDINGLY FOR EACH UNIT (SEE ELEVATIONS ON SHEET 2) 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR STRUCTURAL CONCRETE AND HOLLOW CONCRETE BLOCK CONSTRUCTION ONLY. 4. WINDOW MINIMUM HARDWARE REQUIREMENTS: 1J4' THICK ANNFAI FD/TFMPFRFTI GI A7ED UNITS. (TFST No. FP -3779) A. EACH OPERABLE VENT TO HAVE: - ALUMINUM THREE PIECE BUTT HINGES 6 1/8' LONG, LOCATED 7' FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH SURFACE MOUNTED KEEPERS. LOCATED 15" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - ONE (1) ROTO OPERATOR AT SILL, LOCATED 5 1/2' FROM EITHER LEFT OR RIGHT JAMB. B. EACH FIXED VENT TO HAVE - ALUMINUM THREE PIECE BUTT HINGES 6 1/8 LONG, LOCATED 7" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS. LOCA- TED 15" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED. AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK. LOCATED AT MID -SPAN OF HEAD AND SILL WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 3/16' THICK ANNFAIFh/WFMPERFD GI A7ED UNITS. (TFST No. FTL -3780) A. EACH OPERABLE VENT TO HAVE: - TWO . (2) ALUMINUM THREE PIECE BUTT HINGES 6 1/8" LONG, LOCATED 7" FROM TOP AND .BOTTOM. OR TWO (2) THREE-BAR TYPE SUDE HINGES, LOCATED AT TOP 'AND BOTTOM CORNERS - SURFACE MOUNTED LEVER TYPE CAM LOCKS. WITH SURFACE MOUNTED KEEPERS. LOCATED 15' FROM TOP AND BOTTOM, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS) - ONE (1) ROTD OPERATOR AT SILL LOCATED 5 1/2 FROM EITHER LEFT OR RIGHT JAMB. 8. EACH FIXED VENT TO HAVE .. - ALUMINUM THREE PIECE BUTT HINGES 6 1/8 LONG, LOCATED 7 FROM TOP AND BOTTOM AND AT MID -SPAN WHERE THREE HINGE UNITS ARE INDICATED (SEE TABLES FOR REQUIREMENTS) - SURFACE MOUNTED LEVER TYPE CAM LOCKS, WITH DOUBLED SURFACE MOUNTED KEEPERS, LOCA- TED 15" FROM TOP AND BOTTOM AND AT MID -SPAN, WHERE THREE LOCKS ARE INDICATED, AT LEFT OR RIGHT JAMBS (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) - SURFACE MOUNTED KEY OPERATED CUSTODIAL LOCK. LOCATED AT MID -SPAN OF HEAD AND SILL WHERE CUSTODIAL LOCKS ARE INDICATED (SEE TABLES FOR REQUIREMENTS EACH VENT SIZE) 5. WINDOW WEATHERSTRIPPING REQUIREMENTS: A. SINGLE ROW. WOOL PILE WITH INTEGRAL PLASTIC FIN. - LOCATE AT PERIMETER- OF FRAME AND AT FIXED MEETING RAIL, AT EACH WEATHERSTRIPPING GROOVE. 6. GLAZING METHOD: EXTERIOR GLAZED WITH 0.321" (VENTS) AND 0.363' (FIXED UTES) GLASS BITE, USING SIUCONE AND ROLL- FORMED ALUMINUM GLAZING BEAD. 7. ALL STRUCTURAL MEMBERS SHALL BE ALUMINUM ALLOY 6063 -T6. l SHEET 1. - GENERAL NOTES AND ANCHOR NOTES SHEET 2. - TYPICAL ELEVATIONS AND GLASS OPTIONS SHEET 3. - VERTICAL CROSS SECTIONS AND BILL OF MATERIALS SHEET 4. - HORIZONTAL CROSS SECTIONS AND DETAILS SHEET 5. - LOAD /ANCHOR /HARDWARE CHARTS: 1/4" ANN./TEMP. (X AND XX CONFIGURATIONS) SHEET 6. -LOAD /ANCHOR /CUPS /HARDWARE CHART: 1/4' ANN./TEMP. (XOX CONFIGURATION) SHEET 7. - LOAD /ANCHOR /HARDWARE CHARTS: 3/16' ANN./TEMP. (X AND XX CONFIGURATIONS) SHEET 8. - LOAD /ANCHOR /CUPS /HARDWARE CHART: 3/16" ANN./TEMP. (XOX CONFIGURATION) SHEET 9. -MULL ANCHOR CUPS DETAILS SHEET 10. -PARTS LIST DRAWING INDEX SHUTTERS REQUIREMENTS: DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUTTERS) ARE REQUIRED FOR ALL INSTALLATIONS. l ANCHOR NOTES INSTALLATION REQUIREMENTS (1/4' ANNFAI FT) /TFMP_(2R_3. L16IANNFAJFD/TEMP. GI A7FIT UNITS' 1. TYPICAL ANCHOR TYPE FOR X, XX AND XOX CONFIGURATIONS SHALL BE: A. 1/4 "0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FIAT HEAD TAPCON ANCHORS, WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 146,887 PSI AVEERAGE YIELD STRESS= 158,767 PSI B. 5/16 ° 0 ELCO TEXTRON (CARBON STEEL) HEX FLANGE OR FLAT HEAD TAPCON ANCHORS. WITH THE FOLLOWING MECHANICAL PROPERTIES: MINIMUM YIELD STRESS= 150,142 PSI AVEERAGE YIELD STRESS= 155,862 PSI C. MINIMUM TYP. EMBEDMENT'S ARE AS FOLLOW: a. FOR X AND XX CONFIGURATIONS: - 1 1/2" FOR 2500/3000 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK b. FOR XOX, XXO. AND OXX CONFIGURATIONS: - 1 3/4" FOR 3200 PSI STRUCTURAL CONCRETE - 1 1/4" FOR HOLLOW CONCRETE BLOCK AT JAMBS ONLY 2. MINIMUM TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE OR BLOCK IS 2 1/2' 3. MINIMUM TAPCON SPACING BETWEEN ADJACENT ANCHORS AT THE TOP AND BOTTOM OF THE XX CONFIGURATION VERTICAL MEETING RAIL FOR 1/4'0 ELCO TAPCON, IS 3'; AND 3 3/4" FOR 5/16 ° 0 TAPCON. . 4. MAXIMUM SHIM SPACE BETWEEN WINDOW FRAME AND FACE OF SUBSTRATE, IS 1/4 ". 5. MINIMUM ANCHOR QUANTITIES ARE DEPICTED AS SOUD UNES LOCATED AROUND THE PERIMETER OF WINDOW ELEVA11ON. DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM ANCHOR. SPACING RFOUIRFMENIS• A. 1/4' ANNEALED/TEMPERED GLAZED UNITS (REFER TO TABLES $1, #2 AND #3): - HEAD AND SILL OF OPERATING VENTS FOR X. XX AND XOX CONFIGURATIONS. LOCATE ANCHORS AT 6°' FROM ENDS AND 14 we O.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION. LOCATE ANCHORS IN CLUSTER WITHIN 6' MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERLINE, WITH THE MINIMUM SPACING BETWEEN ANCHORS IN CLUSTER EQUAL• TO. 3 ° . - 'HEAD AND $1,L OF FIXED VENTS FOR XOX CONFIGURATIONS. LOCATE ANCHORS 6' FROM ENDS AND 13 3/8 0.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 6' FROM ENDS AND 14 13/16'0.C. MAXIMUM. . B. 3/16' ANNEALED/TEMPERED GLAZED UNITS (REFER TO TABLES #4, #5 AND #6): - HEAD AND SILL OF OPERATING VENTS FOR X, XX AND XOX CONFIGURATIONS, LOCATE ANCHORS AT 6" FROM ENDS AND 11 5/16" 0.C. MAXIMUM - TOP AND BOTTOM OF MEETING RAILS FOR XX CONFIGURATION, LOCATE ANCHORS IN CLUSTER WITHIN 6" MAXIMUM OF EACH SIDE OF MEETING RAIL CENTERUNE, WITH THE MINIMUM SPACING BETWEEN ANCHORS IN CLUSTER EQUAL TO 3'. - HEAD AND SILL OF FIXED VENTS FOR XOX CONFIGURATIONS, LOCATE ANCHORS 6' FROM ENDS AND 19 3/4' O.C. MAXIMUM - JAMBS OF OPERATING AND FIXED VENTS FOR X. XX AND XOX CONFIGURATIONS, LOCATE ANCHORS 6' FROM ENOS AND 14 15/16' 0.C. MAXIMUM. 6. ABOVE ANCHOR SPACING ARE MAXIMUMS; REDUCE ANCHOR SPACING FROM FRAME ENDS. IF REQUIRED, TO MAINTAIN 3' MINIMUM SPACING BETWEEN ADJACENT ANCHORS. A; Komp4Y,aorittl the florid. Bolding Cade Date M A'1 0 Zoo NOAH BMW BALLARD L ARGUS, P.E. 844 N.W. 91 TERRACE ION, ' 33324 z ZSIo FLORIDA No.35686, CIVIL pa n 8 Z z w N S 1 8 1 • DESIGN PRESSURE RATING (PSF) SEE COMPARATIVE ANALYSIS TABLES #1, #2 AND #3 TEST REPORT No.: FTL -3279 GLAZING: -1/4" ANNEALED (VENTS) -1/4" TEMPERED (FIXED UTE) WATER RESISTANCE TEST: 13.00 PSF DESIGN PRESSURE RATING (PSF) '. SEE COMPARATIVE ANALYSIS TABLES • #4, #5 AND #6. TEST REPORT No.: FTL -3280 GLAZING: -3/16" ANNEALED (VENTS) ' - 3/16 - TEMPERED (FIXED LITE) WATER RESISTANCE TEST: 13.00 PSF (BASED ON TEST REPORT FTL -3279) • 74 1/8" 14 3/8 "` MAX. D.LO. U 0 2 • n 5 3/16" --r- m MAX. FRAME WIDTH 127 1/4" 14 3/8 "h_ MAX. 6' • 5 3/16" SEE MULL CLIP .1 I/ SEE MULL CUP j HEFT 9 OF 10 I I STODIAL c LOCK GLASS OPTIONS SCALE: FULL SIZE -.-- 5 5/16" 4 13/16' --� n [ 6 THE FIXED PANEL (0) IS EQUIPED WITH HINGES AND A CUSTODIAL' LOCK FOR CLEANING PURPOSES -ONLY. SERIES 515 CASEMENT WINDOW (TYPICAL ELEVATION VIEWED FROM EXTERIOR) SCALE 1/2" = 12" 74 1/8" MAX. FRAME WIDTH 11 5/16 11 5/16" MAX.� AT_1A ° � /. I IA H NGE/ Y v SR6" ANN • SUDS \ HINGE 1 •I 6" LEAR SIUCONE BACK BEDDING S E:7:40;;1„111 0 3: BITE I._ (VENT) 13/16" ANNEALED GLASS( S NG 6O *K 1 8x1 4x1 ( EOP ENE) 11/4' ANNEALED GLASS( CLEAR SILICONE LEAR SIUCONE BACK BEDDING BACK BEDDING .363" S500 TREMGLAZE S500 TREMGLAZE .321" OR GE 1000 EXTERIOR OR GE 1000 EXTERIOR m GLASS BITE GLASS BITE (FIXED UTE 11/4" TEMPERED GLASS] 1 8 x1 //4x0 EOPkENE) CLEAR SILICONE BACK BEDDING S500 TREMGLAZE OR GE 1000 .363" GLASS BITE (FIXED UTE) 1/8 xG /4 x1 (NEOPRENE) 13/16" TEMPERED GLASS( SEE MULL CUP SHEET 9 OF 10 ii 4 i II II A I I / II CAM X / LOCKS/ r i i 1. 1.. 1 �il 1, MU SEE LL CUP 'SHEET 9 OF 10 • 31" MJd(. D.LO. \ 5116' MN ./ 127 1/4" 6" 53" MAX. FRAME WIDTH 1/8"1 3/4" MAX. 4 13/16' I --• _ CUSTODIAL LOCK I 1 1 / , 45 1/2" 1 MAC. D.L.O. O N 3/1 TEMP \ LY LOCKS .0 _ a i I CUSTODIAL 'LOCK DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUTTERS) ARE REQUIRED FOR AU. INSTALLATIONS. 8 r 0 0 0 0 1 0 g [ DRAWING No.. C515 —NI SHEET 2 OF 10 /• 2" NOM. WIDTH .d -- 2" NOM. 1 • —� 2 1/2" EDGE DISTANCE O VERTICAL SECTION MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4" TYP. INSTALLATION INTO CONCRETE DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUIILHS) ARE REQUIRED FOR ALL INSTALLATIONS. 1X P.T. WOOD BUCK. ATTACHED TO SUBSTRATE AS RECOMMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYP) 2 1/2" EDG DISTANCE WIDTH 1+-- VERTICAL SECTION (INTO CONCRETE) ITEM QTY. PART No. MATERIAL 1 1 GW 37528 6063 —T6 ALUM. FRAME HEAD 2 2 GW 37528 6063 —T6 ALUM. FRAME JAMB 3 1 GW 37528 6063 —T6 ALUM. FRAME SILL 4' 1 GW 37526 6063 —T5 ALUM. VENT TOP 5 2 GW 37526 6063 —T5 ALUM. VENT STILE 6 1 GW 37526 6063 —T5 ALUM. VENT BOTTOM 7 3 GW 37521 6063 —T5 ALUM. VENT INTERIOR HINGE 8 3 GW 37522 6063 —T5 ALUM. VENT EXTERIOR HINGE 9 1 TM -102 6063 —T6 ALUM. MEETING RAIL (TM -102 OPT.) 10 1 TM -82 6063 —T6 ALUM. MULLION 11 1 - -- GLASS 1/4" TEMPERED 11A 1 - -- GLASS 1/4" ANNEALED 118 1 - -- GLASS 11C 1 - -- GLASS 12 AS REQ'D S500 SILICONE 13 AS REVD 2230 WOOL 14 2 28 -23 -01 -101 CAST ZINC 15 1 24 -11 -32 CAST ZINC 17 2 31376 S. STEEL 18 1 23 -65 -32 CAST ZINC 19 3 /CORNER - -- S. STEEL 20 AS REQ'D - -- S. STEEL 21 2 - -- S. 5 ILEL 22 2 /EACH - -- S. STEEL 23 AS REQ'D - -- S. STEEL 24 AS REQ'D - -- S. SILLL 25 2 /EACH - -- S. STEEL 26 8 /MULL - -- 5. STEEL 27 1 /HINGE - -- 28 ' AS REVD - -- 29 8 SW 27713 31 32 33 34 36 37 1/4" MAX. SHIM (TYPICAL) 2 - -- 2 MULL - TM -096 4 MULL - -- 2 HINGE - -- 2 342500212 MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO OR OXX =1 3/4" BILL OF MATERIALS DESCRIPTION 3/16" TEMPERED 3/16" ANNEALED "TREMGLAZE" S500 OR GE 1000 FINSEAL 12230 "TRUTH" KEY OPERATED CUSTODIAL LOCK 'TRUTH" LOCK HANDLE "TRUTH" KEEPER "TRUTH" SINGLE ARM (FACE — MOUNT) OPERATOR 110 x 1 1/4" P.H. SMS. 110 x 3/8" P.H. SMS. 18 x 3/8" P.H. "TYPE B SCREW 110 x 3/8" P.H. "HYPE C" SCREW 1/4 "0 TAPCON (SEE TABLES FOR QUANTITY) 114 x 1 1/4" P.H. SMS. 110 -24 "TYPE C SCREW 14 x 1/2" F.H. SMS. STEEL 3/1611 x'5.8" LONG HINGE. ROD ALUMINUM ROLL FORMED .GLAZING BEAD ALUMINUM CORNER.' KEY ALUMINUM 3. x 1 x-1 /16" THK. CHEVRON ALUMINUM 3 x 11/16 x 1/16" THK. CHEVRON ALUMINUM 3 x 1 3/8 x .041" THK. CHEVRON 6083 —T6 ALUM. 2 x 3 5/16 x 5 1/2 x 1/8 THK. MULL ' CUP "A3" 6063 —T5 ALUM. 2 x 1 1/2 x 4 x 1/8" THK. MULL CUP "Al" ALUMINUM CAP RIVET S. STEEL 4 —BAR HINGE (OPRONAL)(TEST No. FTL -3280 ONLY) (De 610 'O MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2" FOR XXO,XOX, OR OXX =1 3/4° TYP. IN TALLATION INTO CONCRETE SILL DETAIL (HEAD SIMILAR) LOCATION WINDOW FRAME WINDOW FRAME WINDOW FRAME WINDOW SASH WINDOW SASH WINDOW SASH FRAME JAMB FRAME JAMB WINDOW FRAME ADJACENT JAMBS SASH VENTS SASH VENTS SASH VENTS SASH VENTS GLASS PERIMETER WINDOW FRAME WINDOW VENT MEETING RAIL/JAMB MEETING RAIL /JAMB FRAME SILL FRAME /SASH CORNER HINGES /CAM LATCH KEEPER ROTO OPERATOR WINDOW FRAME FRAME / MEETING RAIL CUSTODIAL LOCK .MULL TOP& BOTTOM HINGE ASSY. WINDOW VENTS FRAME CORNERS VENT CORNERS FRAME CORNER ' FRAME CORNER MULL TOP & BOTTOM MULL TOP & BOTTOM HINGES SASH TOP & BOTTOM a ui, Nero owerftwaa ARGUS. P.E. 91 RACE ON, ,; .3324 d FLORIDA No.35686. CML S 8 z 8 1 1 ( DRAWING No.. C51 5—NI SHEET 3 OF 10 MIN. TYP. EMBEDMENT: FOR X OR XX =1 1/2' FOR XXO,XOX, OR OXX •1 3/4' A IX P.T. WOOD BUCK. ATTACHED TO SUBSTRATE AS RECOMMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYP.) FAIN .1 1 �", ►11ff 6000®000 1► Afit i 4;;aum 111W; r,.ts eee: o ill NE 11 0.11 1 ; F � �s1...,..111 1111111 A l i 0� e I II I1 I 000®0® 1 0000® .t....)... 1 /8' t— WINDOW FRAME WIDTH EXTERIOR • JAM (SLIDE HINGE) DETAIL (OPTIONAL) (TEST No. FTL -3280 ONLY) WINDOW FRAME WIDTH EXTERIOR 1/8' 4 MEETING RAIL DETAIL .4 MULL DETAIL •DADS COUNTY:APPROVED HURRICANE PROTECTION •SYSTEM •SHUTTERS) ARE REQUIRED FOR ALL INSTALLABONS. ( °) =SEE TABLE #3 (SHEET 6) AND TABLE g6 (SHEET 8) FOR MULL ANCHOR CUP TYPE APPLICATION. . • 1X P.T. WOOD BUCK, ATTACHED TO SUBSTRATE AS RECOMMENDED BY ARCHITECT OR ENGINEER OF RECORD (TYP.) 1 1/4' MIN EMBED. EXTERIOR TYP. INSTALLATION WINDOW FRAME WIDTH WINDOW FRAME WIDTH INTO CONCRETE BLOCK O MULL DETAIL O JAM (LOCK) DETAIL 4 4 TYP. INSTALLATION INTO CONCRETE WINDOW FRAME WIDTH BLOCK 4 5 JAMB (BUTT HINGE) DETAIL 1/8" —4-- WINDOW FRAME WIDTH WINDOW FRAME WIDTH -- MULL DETAIL Drawwa No.. 1 C515 -NI SHEET 4 OF 10 ONSTALO -ATION FASTENER CHART /HARDWARE (XX CONFIGURATION) • GLAZING: 1/4" ANNEALED /TEMPERED GLASS,BASED ON TEST REPORT : 2.728" SILL HEIGHT, WATER .RESISTANCE TEST: 13.00 PSF '.(ELCO 1/4 "0 IN 2500/3000 . No.: FTL -5279 P51 CONCRETE SUBSTRATE)' • 2500 PSI CONCRETE / CONCRETE BLOCK CONFIGURATION XX REQUIRED HARDWARE PER OPERABLE VENT REQUIRED ANCHORS (1/4'0 TAPCON 2500 PSI CONCRETE/ HOLLOW BLOCK 1 /4• ANNEALED GLASS 1/4" TEMPERED GLASS / PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) HINGES (QTY,) CALK$ (QTY.) MEETING RAIL (QTY.) OM) 0TH HEAD SILL (Q .) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) POSITIVE ( +) NEGATIVE ( -) • 22 37 26 2 1 2 2 2 86.7 -130.1 86.7 -130.1 23 37 38 3/8 2 2 4 2 3 86.7 -147.1 86.7 -147.1 24 37 50 5/8 3 2 4 2 4 86.7 -128.4 86.7 -128.4 25 37 63 3 3 4 2 5 86.7 -120.6 86.7 -120.6 26 37 72 3 3 - 4 2 6 83.6 -83.6 86.7 -105.5 - -- 48 26"" 2 1 2 2 2 86.7 -98.9 86.7 -98.9 - -- 48 38 3/8 2 2 4 2 -3 86.7 -111.8 86.7 -111.8 - -- 48 50 5/8 3 2 4 2 4 86.7 -97.6 86.7 -97.6 - -- 48 63 3 3 4 2 5 86.7 -93.0 86.7 -93.0 6 48 72 3 3 4 2 6 86.7 -81.3 86.7 -81.3 32 53 1 8 26 2 1 2 4 2 86.7 -88.9 86.7 -88.9 33 53 1 8 38 3/8 2 2 4 4 3 86.7 -100.6 86.7 -100.6 34 53 1 8 50 5/8 3 2 4 4 4 86.7 . -87.8 86.7 -87.8 35 53 1 8 63 3 3 4 4 5 86.7 -84.0 86.7 -84.0 36 - 53 1 8 72 3 3 4 4 6 82.2 -73.5 86.7 -73.5 - -- 60 26 2 1 2 4 2 86.7 -78.3 86.7 -78.3 - -- 60 38 3/8 2 2 4 4 3 86.7 -88.6 86.7 -88.6 - -- 60 50 5/8 3 2 4 4 4 81.1 -77.3 86.7 -77.3 - -- 60 63 3 3 4 4 5 72.5 -72.5 86.7 -74.4 - -- 60 72 3 3 4 4 6 63.2 -63.2 82.2 -65.1 - -- 74 26 2 1 2 4 2 86.7 -63.1 86.7 -63.1 - -- 74 38 3/8 2 2 4 4 3 86.7 -59.8 86.7 -59.8 - -- 74 50 5/8 3 3 4 4 4 64.5 -59.8 86.7 -59.8 - -- 74 63 3 3 4 4 5 51.0 -50.0 85.4 -59.8 - -- 72 3/16 72 3 3 4 4 6 47.3 -47.3 72.2 -54.1 INSTALLATION FASTENER GLAZING: 1/4" TEMPERED /ANNEALED 2.728" SILL HEIGHT. WATER RESISTANCE TEST: CHART /HARDWARE (X CONFIGURATION) GLASS, BASED ON TEST REPORT No.: FTL -3279 13.00 PSF (ELCO 1/4'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) 1/4" TEMPERED GLASS 1/4" ANNEALED GLASS CONFIGURATION X REOU RED HARDWARE 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS (1/4'0) 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS (1/4 "0) PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) HINGES (an) LOCKS (QTY.) POSITIVE ( +) NEGATIVE (-) HEAD /SILL (OTY.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) HEAD /SILL (QTY. > EACH JAMB (QTY.) 12 19 1 /8 26 2 1 86.7 -132.2 2 2 86.7 -132.2 2 2 13 191/8 38 3 8 2 2 86.7 -149.5 2 4 86.7 -143.6 2 - 3 14 19 1 8 50 518 3 3 2 3 3 86.7 86.7 86.7 -130.5 -132.7 -125.7 2 2 2 4 5 6 86.7 86.7 83.6 -130.5 -132.7 -83.6 2 2 2 4 5 6 15 19 1 8. 63 16 19 1 8 72 3 1 2 32 26 1 2 26 2 1 86.7 -92.4 3 2 :6.7 -92.4 3 2 1 2 33 26 1 2 38 3/8 2 2 86.7 -104.5 3 4 86.7 -103.7 3 3 1 2 34 26 1 2 50 5/8 3 2 86.7 -91.2 . 3 4 86.7 -91.2 3 4 1 2 35 26 1 2 63 3 3 86.7 -96.5 3 5 86.7 -87.4 3 5 1 2 36 26 1 2 72 3 3 86.7 -87.9 3 6 82.2 -82.2 3 6 - -- 32 26 2 1 86.7 -75.5 3 2 86.7 -75.5 3 2 - -- 32 38 3/8 2 2 86.7 -85.4 3 3 86.7 -85.4 ' 3 3 - -- 32 50 5/8 3 3 86.7 -74.5 3 4 74.5 -74.5 3 4 - -- 32 63 3 3 86.7 -78.8 3 5 60.4 -60.4 3 5 32 72 " 3 3 86.7 -71.8 3 6 56.0 -56.0 3 6 22 37 26 2 1 86.7 -64.7 . 3 2 86.7 -64.7 3 2 23 37 38 3/8 2 . 2 86.7 -63.0 3 3 86.7 -63.0 3 3 33 37 . 50 5/8 3 3 86.7 -63.0 3 4 64.5 -63.0 3 4 25 37 - 63 - 3 3 86.7 ' -63.0 3 "_ 5 50.0 -50.0 3 5 37 - 7 - 3 86.7 -61:5 3 .• -4.4.. -47.4 TABLE # 1 O T H E R C O N F O G U R A T I O N S SEE TABLE #1) = M e. � Mad (SEE TABLE #2) DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUTTERS) ARE REQUIRED FOR AU. INSTALLATIONS. NOTE: -SEE ANCHOR NOTES ON SHEET I OF 10 8?, RACE 84 s1 PON FL _ 33324 FLORIDA No.35686, CIVIL a 8 Z z N r 7 0 zz a DRAWING No.: C515 -NI SHEET 5 OF 10 8 INSTALLATION FASTENER CO-IA98T /HARDWARE ()COX. XXO AND OXX CONFIGURATIONS) GLAZING: WV ANNEALED 7:- VENT/TEWPERED GLASS 0 -VENT. BASED ON TEST REPORT NO.: FTL -3279 2.728" SILL HEIGHT, WATER RESISTANCE TEST: 13.00 PSF (ELCO 1/4 TAPCONS IN 3200 PSI CONCRETE SUBSTRATE) CONFIGURATION XOX - REQUIRED HARDWARE REQUIRED ANCHORS CO PSI CONCRETE CONCRETE BLOCK OPERABLE VENT FIXED VENT OPERABLE VENT FIXED VENT 1/4` ANNEALED GLASS X VENT/ 1/4" TEMP 0 VENT PRODUCT CODE TOTAL WIDTH (i (in) TOTAL HEIGHT(in) "X" VENT WIDTH (in) "0" VENT WIDTH (in) HINGES (QTY) LOCKS (QTY.) HINGES (Om) C LOCKS LOCKS HEAD /SILL (QTY.) EACH JAMB (QTY.) HEAD /SILL (QTY.) EACH JAMB (QTY.) POSITIVE ( +) NEGATIVE ( -) HEAD /SILL JAMBS D -2W -2 72 1/4 26 24 24 2 1 2 NONE 1 2 2 2 2 86.7 -86.0 D -2W -3 72 1/4 38 3/8 24 24 2 2 2 NONE 2 2• 3 2 3 86.7 -113.5 D -2W -4 72 1/4 50 5/8 24 24 3 2 3 NONE 2 2 4 2 4 84.9 -84.9 D -2W -5 72 1/4 63 24 24 3 3 3 NONE 3 2 5 2 5 86.7 -101.5 D -2W -6 72 1/4 72 24 24 3 3 3 NONE 3 2 6 2 6 86.7 -88.5 D -3W -2 106 1/4 26 26 1 2 53 2 1 2 1 1 3 2 5 2 83.6 -83.6 D -3W -3 106 1/4 38 3/8 26 1 2 53 2' 2 2 1 2 3 3 5 3 65.5 -65.5 D -3W -4 106 1/4 50 5/8 26 1/2 53 3 2 3 1 2 3 4 5 4 60.3 -60.3 0 -3W -5 106 1/4 63 26 1 2 53 3 3 3 1 3 3 5 5 5 60.1 -60.1 D -3W -6 106 114 72 26 1 2 53 3 3 3 1 3 3 6 5 6 60.0 -60.0 T -2W -2 111 1/4 26 37 37 2 1 2 1 1 3 2 3 2 64.7 -64.7 T -2W -3 111 1/4 38 3 8 37 37 2 2 2 1 2 3 3 3 3 63.0 -63.0 T -2W -4 111 1/4 50 5/8 37 37 3 2 3 ' 1 2 3 - _ 4 3 4 63.0 • -63.0 T -2W -5 111.1/4 63 . 37 37 .. 3 3 3 1 3 3 • 5 '3 5 50.0 -50.0 T -2W -6 111 1 4 72 37 37 3 3 3 1 3 3 6 3 6 47.4 -47.4 - -- 127 1 4 26 35.718 51 5 8 2 1 2 1 1 - 3 2 5 2 64.7 -64.7 - -- 127 1 4 38 3/8 35 .718 51 5/8 2 2 2. 1 2 3 3 5 3 63.0 -63.0' - -- 127.1/ 4. 50. 5/8. 35' 7/8 51. 5/8. . 3 .2 3 1 2 3 . ' 4 5 .. . . 4 60.3 • -60.3 - -- 127 1/4 '63 -' . • 35 .7 /B - 51 5/8 3 .3' . 3 . 1 3 ' '3 5 ' _ 5 - 5 '50:0 -50.0 ' f TABLE t 3 - 127 1/4 72 . NOTE: • -SEE ANCHOR NOTES ONSHEET,1 OF 10 -SEE MULL ANCHOR CUPS DETAILS ON SHEET 9 OF 10 SEE MULL CUP SHEET 9 OF 10 MAX. F.W. Ark t CUSTODIAL LOCK ..1 J✓ -!II "X" VENT WIDTH "0" VENT WIDTH (SEE TABLE #3) 35 7/8 51 5/8 3 1 3 SEE MULL CUP SEE MULL CLIP SHEET 9 OF 10 SHEET 9 OF 10 3 '6 5 DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUTTERS) ARE REQUIRED FOR ALL INSTALLATIONS. OTHER CONFIGURATIONS SEE MULL CUP SHEET 9 OF 10 MAX. F.W. "X" VENT WIDTH (SEE TABLE #3) "0" VENT WIDTH USTODIAL LOCK CUSTODIAL LOCK .4 1- - 47. SEE MULL CUP SHEET 9 OF 10 SEE MULL CLIP SHEET 9 OF 10 g r L,,P.1. c1,a:I.I-. BAL ARCUS; P.E. 1 T •E 324 Z/25103 FLORIDA No.35666, CML 0 D Z K 8 0 0 . INSTALLATION FASTENER CHART /HARDWARE (XX CONFIGURATION) GLAZING:. 5/86' ANNEALED/TEMPERIED GLASS, BASED ON TEST REPORT 2.728' SILL- HOGHT. WATER RESISTANCE TEST: 12.00 ,PSF (ELCO 1/4 "0 IN 2500 /3000 . No.: FTL$280 PSI CONCRETE SUBSTRATE) 2500 PSI CONCRETE / CONCRETE BLOCK CONFIGURATION XX REQUIRED HARDWARE REQUIRED ANCHORS (ELCO 1/4 "0 TAPCON) 3/16' ANNEALED CLASS 3/16" TEMPERED GLASS PRODUCT CODE • FR. WIDTH (in) FR. HEIGHT (in) ��// S H�LrGES (OTT.) LOCKS (QTY.) HEAD //SI L (a .) HE TM D S,LL (Q1Y.) EACH JAMB (QTY.) POSfTIVE ( +) NEGATIVE ( - ) POSITIVE ( +) . NEGATIVE ( -) 22 37 26 2 1 2 2 2 80.0 -125.4 80.0 -146.1 23 37 8 2 2 4 2 4 ' 80.0 ' -125.4 80.0 -187.5 24 37 50 8 2 2 4 2 4 80,0 -125.4 80.0 -142.1 25 37 63 2 2 4 2 5 80.0 -114.2 80.0 -114.2 26 37 72 2 2 4 2 6 80.0 -62.7 80.0 -99.9 - -- 48 26 2 1 2 4 2 80.0 -112.6 80.0 -112.6 - -- 48 38 2 2 4 4 4 80.0 -115.7 80.0 -122.6 - -- 48 50 5 2 2 4 4 4 80.0 -91.2 80.0 -109.5 - -- 48 6 • 2 2 4 4 5 80.0 -78.1 80.0 -88.0 - -- 48 7 2 2 2 1 4 2 4 4 8 2 80.0 80.0 -74.6 -99.5 80.0 80.0 -77.0 -99.5 32 53 1 33 53 1 Mt 38 3 8 2 2 4 4 3 ; ... -99.2 80.0 -99.2 34 53 1 8 50 5 8 2 2 32 4 4 73.3' -73.4 80.0 -99.0 35 53 1 8 63 2 2 4 4 5 63.7 -63.7 80.0 -79.5 36 53 1/8 72 • 2 2 4 4 6 57.9 -57.9 80.0 -69.6 - -- 60 26 2 1 2 4 4 4 2 3 80.0 80.0 -79.3 -77.0 _ 80.0 80.0 -79.3 -77.0 - -- 60 38 3 8 2 2 - -- 60 50 5 8 2 2 4 4 4 60.9 -60.9 80.0 -77.0 - -- 60 6 2 2 4 4 5 49.1 -49.1 80.0 -70.4 - -- 60 72 2 2 4 4 6 44.5 -44.5 69.4 -61.6 - -- 74 26 2 2 1 2 2 4 6 6 2 3 80.0 69.7 -56.1 -49.8 80.0 80.0 -56.1 -49.8 - -- 74 383/8 - -- 74 50 5/8 2 3 4 6 4 50.2 -49.8 80.0 -49.8 - -- 74 63 2 2 4 6 5 38.5 -38.9 69.0 -49.8 - -- 72 3/16 72 2 2 4 6 6 34.9 -34.9 60.0 -50.0 INSTALL ATION FASTENER GLAZING: 3/16' TEMPERED /ANNEALED 2.728' SILL HEIGHT. WATER RESISTANCE TEST: CHART /HARDWARE (X CONFIGURATION) GLASS, BASED ON TEST REPORT No.: FTL -3280 11.00 PSF (ELCO 1/4'0 TAPCONS IN 2500/3000 PSI CONCRETE SUBSTRATE) 3/16" TEMPERED GLASS 3/16" ANNEALED GLASS CONFlCURATION X REOU RED HARDWARE 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS (1/4 "0 TYPE in 2500 PSI CONCRETE/ HOLLOW BLOCK REQUIRED ANCHORS (1/4'0 TYPE 'B") PRODUCT CODE FR. WIDTH (in) FR. HEIGHT (in) SLIDE HINGES LOCKS (QTY.) POSITIVE ' ( +) NEGATIVE ( -) HEAD /SILL (QTY.) EACH JAMB (0TY.) POSITIVE ( NEGATIVE ( -) HEAD /SILL (QTY.) EACH JAMB (QTY.) 12 19 1 8 26 2 1 73.3 -141.3 2 2 73.3 -125.4 2 2 13 19 1 8 38 3 8 2 2 73.3 73.3 -143.6 -137.0 2 2 3 4 73.3 73.3 -125.4 -125.4 2 2 3 4 14 19 1 8 50 5 8 2 2 15 19 1 8 63 . 2 2 73.3 -110.0 2 5 73.3 -110.0 2 5 16 19 1 8 72 2 2 73.3 -97:3 2 6 73.3 ' -62.7 2 6 1 2 32 26 1 2 26 2 1 73.3 -102.0 3 2 73.3 -102.0 3 2 1 2 33 26 1 2 38 3/8 2 2 73.3 -103.7 3 3 73.3 -103.7 3 3 1 2 34 26 1 2 50 5/8 2 2 73.3 -99.0 3 4 73.3 -77.0 3 4 1 2 35 26 1/2 63 2 2 73.3 -80.0 3 5 68.3 -68.3 3 5 1 2 36 26 1/2 72 2 2 73.3 -69.8 3 6 60.3 -60.3 3 6 - -- 32 26 2 1 73.3 -74.5 3 2 73.3 -74.5 3 2 - -- 32 38 3/8 2 2 73.3 -71.5 3 3 73.3 -71.5 3 3 - -- 32 50 5/8 2 2 73.3 -71.5 3. 4 58.7 -58.7 3 4 - -- 32 63 2 2 73.3 -66.0 3 5 46.7 -46.7 3 5 - -- 32 72 -2 2 69.3 -57.8. 3 6 41.6 -41.6 3 6 22 37 • 26 2 , 1 73.3 -58.3 4 2 73.3 -58.3 4 2 23 37 38 3/8 2 2 73.3 - -52.5 4 3 71.3 -52.5 4 3 33 37 50 5/8 2 2 . 73.3 -52.5 4 4 51.3 -51.3 4 4 25 37 63 2 2 69.0 -52.5 4 5 39.2 -39.2 • 4 5 .• 26 37 72 - 2 -. 2 60.0. -50.0 4' 6- - 34 9 -34 9 4 6 1 TALE 18 4 OTHER C ONFI G URA ONS (SEE TABLE #4) (SEE TABLE #5) DADE COUNTY APPROVED HURRICANE PROTECTION SYSTEM (SHUTTERS) ARE REQUIRED FOR ALL INSTALLATIONS. NOTE: -SEE ANCHOR NOTES ON SHEET I OF 10 Mld gggk me YASI*3 FLORIDA No.35686, CML gw- z0° S8€ 0 z 8 0 4 ° Eip i n. 1O N z z a 1 1 9 0 1 OWING No.: C51 5-NI ( SHEET 7 OF 10 �/ t • 1 . BEARINGS HEREON (IF ANY) ARE REFERRED TO AN ASSUMED MER1D1.4:NJ t7F r ^ SKETCH OF BOUNDARY SURVEY scnLE: is 2 0 FOR THE 5 ■ ri C. C. crc in N n 8 in N AR-c.44 20, I ay°> 69 - THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN, ABREVIATIONS (IF ANY APPLIED) CENTER UNE E - PROPERTY UNE R/W - RIONT OF WAY C.LF. - CHAN UNK FENCE W.F. - WOODEN FENCE RES. - RESIDENSE - FOUND IRON PIPE S.R.8. - SET RE - BAR C.B. - CHORD BEARING MEAS. - MEASURED S,N.dm, - SET NAIL k DISC (N /H) - NO RECORDED CAP . CL - CLEAR ENC. - ENCROACHMENT C.B.S. - CONC. BLOCK STRUCTURE CONC. - CONCRETE 6 - OImETER MANAGE MAR4T. EASEMENT S.I.P. - SET IRON PIPE F.D.M. - FOUND DRILL HOLE A \C - NR CONOmoNNO UNIT REC. - RECORDED FOUND NAIL R DDSC LEGAL DESCRIPTION LOT SUBDIVISION %Ni A1'If:nlbt —r pL t Of 'At-11 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF C COUNTY, FLORIDA, LOCATION MAP SCALE: 1" = N.E. 97th STREET 16 "' 17 18 19 20 21 22 N.E. . 96th STREET ADDRESS 2h0 (� • °Y1 1b4 SrRI ) M ►p.t 4 5 JOB NUMBER' FIELD BOOK No Ate' 21 DATE OF FIELD SURVEY Fes$' 2 g , REVISION DATE' U.E. - =STY EASEMENT W.M.E. - WALL MAINT, EASEMENT M - MONUMENT UNE P.C. - POINT Of CURVATURE F.H. - FIRE HYDRANT EASITT, - EASEMENT F,R.B, - FOUND RE -BAR 5.0.H. - SET ORLLL HOLE cALC. - CALCULATED F.S. - FOUND SPIKE (R) - RAOXAL BLOCK 3� � h A DID (Lb • 1- 10 AT PAGE '10 Q 1 N CERTIFY 'TO: Glenda Isaias Florida Property Title Company Citizen Mortgage Corp., its successors and /or assigns, ATIMA. Stewart Title Guaranty Company I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF BOUNDARY SURVEY OT THE ABOVE DESCRIBED PROPERTY I5 A TRUE FIELD SURVEY MADE UNDER WY DIRECTION AND MEETS THE MINIMUM TECHMCAL STANDARDS AS THE FORTH BY FLORIDA SURVEYORS IN CHAPTER 2HH -6 OF FLORIDA ADMINISTRATIVE CODE, PERSUANT TO SECTION 472.027, FLORIDA STATUTES. BOAR z ANO CORRECT REPRESENTATION OF A IF PROFESSIONAL LAND American Service Of Miami, Corp. ENGINEERS . PLANNERS • LAND SURVEYORS 37 N.W. 108th PLACE, Miami, F1 33172 Phone: (305) 281 -5533 Fax: (305) 665 -3907 SURVEYOR'S NOTES: - LEGAL DESCRIPTION WAS FURNISHED BY CUENT SHOWN ELEVATION ARE BASED ON N.G.V.O. (NATIONAL GEODETIC VERTICAL DATUM - EXAMINATION OF THE ABSTRACT OF TITLE. WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY -NO UNDERGROUND UTIUTIES OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. OF 1929) Wilson E. de La Torre PROFESSIONAL LAND SURVEYOR AND MAPPER No. 1870 STATE OF FLORIDA DATE: C 6 14 % NOT VALID UNLESS SEALED WITH AN E148ESSED SURVEYOR SE/ 7)(„ /Ve 3 s edoos J /)Pi/oor/ . 6NoiaEs- Z. 33/3? (30 75 - 3 2/ 1.-‹ /TCI J -pot I •.r I Q 0 JQ2 v . ...)¢ hlJb woc,.,21i 6 (50; &w s Tk_5‘!1 O Ew 4LkocSti 5 x e3/f$ out - �. 3 4.x 3€5 06.•1eup . Oot.);'T Ci\ te�T b3Y0oou) s ; FvcsL, oam I44,e x So qt• ' 10 i; f CA) 31n10Y1, le IL, tgvu: ix 2K w7, SN kThirti TiQiJ TERMS NET -ALL CHARGE -SALES ARE FINA NON-DISPUTABLE . FULLY PAID FOR ALL MATERIALS REMAIN PROPERTY OF MILLENNIUM 150 x 5 ) 3 N 76 x 5c) E0 800 itt G 3& X I/o 3i9P/12oo - 96 X 5d 36D49014 LIy1'106 oM 1 50? 5a GAr.'a e X .50 1 e 6 17 -' • Mi h 6t/o12Es- . 3313? ( 757 - 3 2 /58 679)2196E 3s -7SXrab 9 44 10 C4 i SoXS� )4 .y Y. k" ( .,,4 ..,- , `'A}" 5 `'*. ` „ YS ' . x °j�c ITEM NO. QTY DESCRIPTION UNIT PRICE TOTAL WHITE ALUMINIUM AND GLASS TO FURNISH 51574 5 UNIT CASEMENT WINDOW ALUMINIUM 80.00 400.00 1.- 74 X 50 -5/8” 51538 1 UNIT 74 X 38-3/8 69.00 69.00 51537 1 UNIT 37 X 38 -3/8" 59.80 59.80 51548 3 UNIT CASEMENT WINDOW ALUMINIUM 148 X 50-5/8 214.00 214.00 642.00 Subtotal 1,170.80 MATERIAL ONLY Safes person: ' - - , ., it _. Total 1,170.80 Quotation FIRST NATIONWIDE WHOLESALERS, INC. 15320 West Dixie Highway North Miami Beach, FI. 33162 Phone: 305 -949. -1979 FAX: 305 -944 -3377 May 10, 2005 TO: GLENDA ISAIAS 250 N.E.97TH STREET MIAMI SHORES, FL. 33138 PHONE: 305 - 528 -8899 WC* 41 0ar 1 ': la iuZ sirs r s 1 y u ^ d li`gym "° vm I u I ITEM NO. QTY DESCRIPTION UNIT PRICE TOTAL WHITE ALUMINIUM AND GLASS TO FURNISH 51574 5 UNIT CASEMENT WINDOW ALUMINIUM 80.00 400.00 1.- 74 X 50 -5/8" 51538 1 UNIT 74 X 38 -3/8 69.00 69.00 51537 1 UNIT 37 X 38 -3/8" 59.80 59.80 51548 3 UNIT CASEMENT WINDOW ALUMINIUM 148 X 50 -5/8 214.00 214.00 642.00 Quotation VIII "kN J FIRST NATIONWIDE WHOLESALERS, INC. 15320 West Dixie Highway North Miami Beach, FI. 33162 Phone: 305 - 949 - 1979 FAX: 305 -944 -3377 MATERIAL ONLY ' Sales person �z ✓! May 10, 2005 TO: GLENDA ISAIAS 250 N.E.97TH STREET MIAMI SHORES, FL. 33138 PHONE: 305 - 528 -8899 Subtotal Total 1,170.80 1,170.80