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WS-1-94-35603PERMIT APPLICATION FOR MIAMI SHORES VILLAGE J Date/ / Job Address �� /� (�, �) ax Foliod Legal Description �-CSICU'1CQ­ I J 1f 6wner / Lessee / Tenant l ii ✓ Master Permit Ik 6d0 Owner's Address (�,` Phone rr II�\\/ Contracting Co. 11l• Addres/s 52-q //V W 3( 1 Qualifier ►C.i' 1K. �iyi1�� 1'VS SSkk 4 -S- � O � Phone l� � � —09 GZ� State # Municipal it Competency kk Injs.Co..n " Architec Engineer fk/� PInC� tl�� L. Address 6L� ( !' ` C VILyILC.. 0% Bonding Company Address Permit Type(circle one): WORK DESCRIPTIi 4 "7„ k PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Z Square Ft. Estimated Cost(value) 1��� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing informatio )is accurate and that all work will be done in compliance with all applicable laws regulating cons ruction and zoning. Furthermore, I RSgnat horize the above- ed contractor to do the w rk ted j C uure of owner a d/or Condo President Sigiat re o Contractor or Owner -Builder Date;_ Date: C ..— /} Notary as t er an /or Condo �rkgq Notary, to Contry1b1l1E u� er My Commissio Expires �.� - izLiCSTATEOiFLOR]DR My Commission E �yC Exi1V5JaWi �&ON NO. CC302076 missian wom.m,a,o�w ins Ny COvi!/iSSION EXP. IULY 141997 gondadlMu 101 ** * * * * * * * * * * * * * * * ** FEES: PERMIT RADON APPROVED C.C.P. ° �— NOTARY TOTAL DU Fire Other B I uildinwM1 �6 Electrical Mechanical Plumbing Engineering P THE S ►O CONDOMINIUM APARTMENTS 1700 NORTHEAST 1051h STREET ON BISCAYNE BAY • MIAMI SHORES, FLORIDA 33138 • PHONE (305) 893-6741 December 7, 1993 Hurst Awning Company 5795 N.W. 36 Avenue Miami, EL 33142 RE: Ann Vigneron-Unit #303 Hurricane Shutters Gentlemen: Our owner, your customer, Ann Vigneron, has requested an extension of time for installation of the hurricane shutters she contracted for. Please be advised that she has shown good cause and the extension of time for an additional thirty (30) days is hereby granted. It is understood that you are not going to file a Notice of Commencement and therefore you are not going to file Exhibit "A" attached to our hurricane shutter rules. I sent you the original of Exhibit "A". Please return it to me forthwith. 2tkuI, J. Tii on t R7T/ctj CC: Ann Vigneron AWNING COMPANY,H%Ws%ST Box 1492 - Hialeah, Florida 33011 PHONE:P.O. 0•.0 5795 N.W. 36th AVENUE MIAMI, FLORIDA 1 Alum.Roof( Screen )Roll -up Shutt ther ��® ADDITIONAL ..A&I COLOR TRIM The Seller ees to sell and C a oqn Manufai Purchaser, who ;sprees to purchase the ak are to be installd'Dn the premises oceyI6 4t INSTALLATION ON CBS ( ) FRAME ( ) 1 and install for. Improvements Florida, owned by Purchaser and describid as Lot _Block Subdivision PPt Book `_ Page Purchaser agrees to pay therefor to Seller k-contract price of $ which is to be paid in equal succe;,live monthly installments of .$i_� each, commencing .on the day of , 19 and continuing on the same day of each month thereafter until paid except the final installment which shall be the balance due; 2ND.�"�''-� Contract Price. ............... . r. Sales Tax ................. :,':.... a ��4 0$ Total Cash Price .............. ':` .... Less Down Payment ...... ...........$ )••, ( DescribeDifference �-�- AddOfficial Fees .............:Y ..... ,$ and / or insurance ( describe) ,�i€ . , Principal Balance ... ... ."'" Add Time Price Differential ............. $ Time Balance ......... ....:. ...... DIAGRAM OF BUILDING NOTICE TO BUYEfi'°'' 'h tr The products hereby ordered are to be custom built to fit:purchaser's requirements; and thi order Is NOT CANCELABLE. s All payments due hereunder shall after default, bear "interest from data of default 10 0/0 rate of Interest. In the event the monies due hereunder have to be collected upon- demand of an attorney i or suit has to be Instituted for the enforcement hereof, tha purchaser a$(ees to pay all cost -thereof, Including reasonable attorneys fees. This contract shall not become binding upon seller untill acceptance and approval thereo: by an authorized executive of seller at its home office. Upon such approval, this agreement shall be binding upon the heirs, personal representatives, successors and assigns of th, respective parties hereto. You are entitled to an exact copy of the contract you sign Exec d n triplicate ,one copy c s delivered to, pizacalpt Is hereby acknowledged by buyer, this day of ,19 IF APPROVED AND ACCEPTED BY ' I Aut r Age t) 1 Purchaser sign here ) SALESMAN IX) LSaal10, ) ( Purchaser sign here 1 METROPOLITAN DADE COUNTY. FLORIDA ri :.r0- >!' I AW METR00ADE�:: METRO-DADE CENTER BUILDING & ZONING DEPARTMENT METRE-DADE CENTER 111 N.W. FIRST STREET SUITE 1010 MIAMI. FLORIDA 33128-1974 (305) 376.2500 (305) 375-2612 Hurst Awning 5795 N.W. 36 Avenue Miami, Fl. 33142. Your application for Product Approval of Roll-up,Shutters _ under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as,,submitted by sheets 1.2. and 3 and dated 8-27-90 has been accepted by product Control to be used in the Unincorporated areas of Dade County under=%'the Specific Conditions set forth on page 2 and the Standard Conditiond, on Page 3 ACCEPTANCE No.: 91-0907.1 (90) APPROVED April 8 , 1991 EXPIRES April 8, 1994 This application Metropolitan Dade Incorporated and set forth above. :L:_;:- Gil Diamond, P.E. Product Control Supervisor Metropolitan Dade County Building & Zoning Department **PLEASE NOTE** for Product Approval has been accepted ly:the County Board of Rules and Appeals to,Oe!,U.sed in the Unincorporated areas of Dade County unoprrthe condition -1- Akomas M. Blac , P.E. Deputy Secretary Metropolitan Dade County Board of Rules and.Appeals Hurst Awning Company ACCEPTANCE No.: 91-0907.1 (90L APPROVED = _ AD_r i 1 _ 8. 1991 EXPIRES Ayril 8,1994! +� • _ _+ e$+' •+� 1. This approves a roll -up type shutter featuring four types of slats which may be installed up to elevations of 350 feet in'non-coastal zone and up to 250 feet in coastal zone, using the proper span tables tabulated on approved drawing No. 90-151 sheets 1, 2 and 3. 2. All components shall be in strict conformance with the details on approved drawing No. 90-151 sheets 1, 2 and 3. Faslten8rs shall be as indicated on the approved drawing. 3. The mechanism for operating the shutter, not included in the present approval, shall be certified by a recognized testing agency. 4. The shutters shall be provided with adequate locking devices for securing.the shutter in the closed position during a hurricane warning. 5. Applications for building permits shall be accompanied by two copies of the referenced drawing 90-151 sheets 1, 2 and 3 bearing the approval stamp including Notice of Acceptance number and date by the Product Control Section of the Dade County Building and Zoning Department, dlearly marked to show the components selected for the proposed installation. Gil Diamond, P.E. Product Control Supervisor Metropolitan Dade County Building & Zoning Department -2- . . METROPOLITAN DADE COUNTY, FLORID METRO•DADE _: oq� Is METRO-DADE CENTER BUILDING & ZONING DEPARTMENT SUITE 1010 . 111 N.W. 151 STREET MIAMI. FLORIDA 33128.1974 (305) 375-2612 1• Extension of n filed Ce may be considered after a new application has been no older than ten (10) yearshndthe supporting data, test re orts ave been re-evaluated. p All reports of re -testing shall bear the date of an engineer registered in the Stat seal, signature and Of Florida. 2 • e Any revision or change in the materials, use, or manufacture of the product or process shall automatically be,„ cause for termination, unless prior approval is rant change, granted for revisions or 3 • Any unsatisfactory performance of this product or ' change in Code provisions shall be rounds PrPQe.ss or a re-evaluation. g for 4• This acceptance shall not be product for sales or advertising 5. used as an endorsement of any Purposes. The Notice of Acceptance number preceded County, Florida, and followed b by the words Dade displayed in advertising literature he expiration date may be Notice of Acceptance is displayed, then it any portion of the entirety, shall be done in its 6• Product approval drawin s applications, shall be g ' where required for permit manufacturer or his distributorsedto unle the applicant', by the Notice of Acceptance. The prints need not be 1Be noted in the engineer. re-8eald by an 7• Failure to comply with Standard Condit' termination of Approval, lops shall be"' for Gil Diamond, , Product Control Supervisor Metropolitan Dade County Building & Zoning Department -3- �— -- � ri trlj �� � � I• -I U�s-t:s I � "B -- ---------------- LiPr U L�+t L t..+ I, try , v r V I I I — I I � �oV��? • 04j--" ^.�%�i.�.. r'H` Ht:(GHT y t► A • �1 � o� n80VE GlZ�pE I'AL rf= tii l���F-� PouQEo coNcec- REQ� p P12e.ssuer- 5To2H I6R 471. AEI t i . 01 (TYP.� OQSGD• I Pou2E OCC9 �LG ��' �►..�,�� E5 .�--1­6�T_ 0-0"4.4- iSALI-75T �/ - TH2v�, WIyD STD�l� SP/t ELEVATION �ol�lc. A' e,A, i to y� 51 E: r-A I L 5TOTZ H MTZ s NG (SEA SGHiE0ULE A a 1 � A SECTION B- 9 W ' STOR'v1 BAR boCH ANCjLE -sucTION S DeM C3be5 (TYP) e , .o Hv EAe ars ��T�.y40¢a I ro STo2 H 0�2 . i3 S/�\5 Co'i G. C . VE eTICbU..Y TO 6HUTT62 C0V61L II I I �JT-Fr- gt-AP :!. AL . -- I I I ( I I SECTION A- A I DE RAI LS SrMCC ULE) A�JC NOR 4 TQQPA p6 I �r So�N sr- T`r`I I _ ram' SIDE -AILS Es > L AAT, rocArDuLer) Cvrvt. RcQ'p. x i ye" sThQ Lox i N To c o N cee mr r IOo 1Z oa ft oo F 01, - 518 "d � L' TO A I L L h N G LE A- 47R'1t NLY lAto � •OZ5 !. 1875" i^ M TYP ALUMINUM REINFORCEMENT INSERT FOR PVC SLAT ONLY 6063 - T6 21 72Z--5 OUTER CHANNEL SUPPORT 6063 - T6 t 4.41 II I J`- I - d WETHANE FILLED to y \Z 0.0201, I SLAT TYPE 3004-H16 I i Q. SLAT TYPE I0 6063 - T6 URETHANE BILLED STORM BAR TYPE SILL & HEAD ANGLE ALUMINUM SIDE RAIL 6063 - T6 3 Y4'' L 0 rt 6, _6063 - T 6 TY PE 0 F063 - T6 - 0. 25„ 0 - ul a 000 STORM BAR TYPE Q k063- T6 SLAT TYPE 514UTTER C4VE9 'i = 1 D.Ob2'3004-H16 ------------ --- +��----------�--- — --- ----� 8 �` M TYR N Rt SLAT -PVC TYPE 00_ RIGID VINYL CHLORIDE (P.V.C.) EACH P.V.C. SLAT TO BE USED W/ ALUM. REINFORCED INSERT. 5UCWAI S(- e--A\ nAZ 4 - I /z" x I %z'I x Z� Y, '/gIALVF/ STORM BAR TYPE 3a ANGLES \Y Z -�� BG�g 6063 - T6 3/ 5 5r F_ I, ox i I /2I !;A , AOC=IL£ TZ:� cONC• F700Z :�2 318" cp AOLT TO 6IL� bNGLE• _ 5►LL AN6Lr AT STo>`N 13e95 r ON L`(• —'� • Z 50 (TY(') Uhl. B d5E 5 L AT O. OL O" tUA! L Z 11 I' 86� DETAIL OI AT END, SUPPORT (PLAN) FOR SUCTION STORM BARS)NLY SLAT/HEADER MAX. SPAN SCHEDULE FOR NON COASTAL ZONE P.V.C. SLAT SPAN I H CLEAR HEADER VAN D' - l 5' 3 13' 151- 25 4•D 121- 4' 2 5'- 35' 3 a', 35' - 55` 7 75'- l OCR' 3, i o' - CJ'' 10D"- ,' 50' 34 9' - 6� 1-"--AD -25 3G 2 50'_ 350' 31' OUTER HEAD CHANNEL 6063 - T6 � I.-75 1•Ilb h • N �DSD" r N • 0 3o O 11 an --r HOLE FOR CONCRETE ANCHOR �1 HOLE FO �p - HOLE FOR CONCRETE CONCRETE -- - } _(���_ ANCHOR '•OO,ANCHOR - TYEE © SIDE RAIL TYPE SIDE RAIL TYPED 6063 - T6 6063 - T6 6063 - Tr:). 4 - O �I 2 X rr S I r ✓ / V I Ai - VAIZI 4r-5 wl 51W I1 i co n Z�lz�l x . 05 Irk T p 1 ^T f, =o L L� _- �-- s I� �c �_T - MOTOR MOUNT DETAIL PLAN) MAX. SLAT SPAN FOR NON SiGLE n1 COASTAL ZONES cs AN CONT. SPANS HEADER SPAN H E 1 SLAT TYPE 2 SLAT iYPE�3 SLAT ALL SLATS IN IN H 1N p' - � �' 88 4b 4 6 41 42 ! 3 - 5►r r64 �2 t 40 � 38�_3,312 - 8 So 39 36 7E3 3 7 37 34. ' - 75' E61 75' - i OU i ao 74 34 3 1 J , -Off 7.3 3 a 3 J 1�0'-25i7' S5 70 2519 SCHEDULE FOR SIDE RAILS TYPE TO BE USED WITH A GIVEN SLAT TYPE SLAT TYPE SIDE RAIL TYPE o Qo ci C31 0-3- GD 0 to (r �' o o F- Z Q z orx �' _Q Q CE L 0 a>Q � t!i u (T) z a. W Q Q z^In Q ujY c W W p a 00 NZ Z W Q Q > z z Zq i Y w CD 0- ° W W oc o a. o w Z O V uj Z co N z co J Zit g 0) 0 cn aC 2 • II • Fdrawirq no. 90-151 eneee 1 of 3 1 MAX. SLAT SPAN SCHEDULE FOR COASTAL ZONES INSTALLATIONS END ZONE INTERIOR ZONE HEIGHT IN FT. CLASS No 1 BLDGS. CONTINUOUS SLATS CLASS NQ 2 BLDGS. CONTINUOUS SLATS ABOVE GRADE (h) TYPEOI SLAT TYPE @ SLAT TYPE 3O SLAT TYPE ©SLAT TYPE (J) SLAT TYPE @ SLAT 42 39 35 32 06 .46 42 L__85 44 4L 15' — �5' 79 38 3511�, 72 30� 9 .41 38 Si. 4 0 37' 2.5 = 35� %7 36" 33 70 '3U 28 80 .39 36 78 38 35 73 g 33 30 64 2? 25 35 I — 55 76 35 33 75 34 31 601 73 3� 3 0 64 27 25 5.5'1— 76 35 � 32 74 34 31 o� 6 _ 7 5 ' .¢ 2 7 25 7. 3. 31 • �1 2� 2¢ 73 3' 2 3Z� 1 DO ` — l 50' 71 3 2 1 501— 2 50' S 5 23 2-L 450 29 27 MAX. SLAT SPAN SCHEDULE FOR COASTAL ZONES -INSTALLATIONS END ZONE INTERIOR ZONE HEIGHT IN FT. + CLASS N° 1 BLDGS. SINGLE UNIT + CLASS No a 2 BLDGS. SINGLE UNIT ABOVE GRADE (h) TYPE 1SLAT TYPE(2)SLAT TYPE 3O SLAT TYPEO SLAT TYPE O SLAT TYPE @ SLAT 67 42, 39 61 -' 3.5 32 0�- 15! 69 41 6E3 6.3 38 35 5 7 3Z 29 15' — 25' 66 41 36 40 37 62 36 3 3 55 30 28 25' — 35' 154 19 26 63 27 38 25 3.5 58 3.3 30 51 35 — 55 61 3.5 33 60 3¢ 3 f 58 3z 30 51 27 25 55' - 601 59 -34 31 51 27 2-5 G0"-- 7�f 75' S0 26 24 58 .32 3 D 1001 - I I 48 25 23 56 3l 28 46 03 ,% 21 1501 ` 25D' 54 2 9 27 P. . I we lira'.1 W TYPICAL PLAN F 4341I'LQI&S N.T. S. WI OR W 2 _ END .A7r/E (Seiff 7-ABLE E N 0 ZON0, z 4 S � 7t�P of PA,veL- \ /NTGR/OR ZONE t h (SEE' SCNEOULE) L� Fr TYPICAL P'LOVAT/Olt OF WALL ANALYZLFL7 mr.S. TA Bk L No / PrOR E N 7-5 R I N G. TO SC'N E OUL E TYPE cNw 6L DG O CLAOS No I CLASS No 2 CLASS N- 3 L3L005- L3kLLb65. aLpcf5 DIM E NSIONS (PLC AT) O G N �- 60' H > ipD` Ai > ®a©' O.Fo W 09 0.08 H 0. Io W 09 dlSp Al OtAD W/ CK a$O H WMICH&VER IS --4M- WHICH#vez /5 1VAl14N aV&A9 /S► &r(PMFiT) LL&R bUrAvrLG55 SMBLLMR- sA1AtLL'It. TtiAN 0.08 W aR DUlL O/N65 F�/tT�AttI'' CONDITlQN ENCL.OSLaD �NCLOS�13 iNCLp��L"� (Sias rat Iv.�s) !- W - MINIMUM W/OTH OF BLOO. (gEc TYPICAL PLAN) W : MINIMUM OF (WI, W2) 2- LND ZONE: DEFT hiliD dY DIA4ENS/0N ' L=_"(5EL TYP/CAL HL ffVATION.) 3- INTERIOR ZONE: DtI-INED OY TN# RE MAIN/ NG AR&,4 0,0 T;40 WALL 4NALYZL0 (SEN TYP14AL JELLVATION) 4- WL-1614r A,50VE GRA06 OF T�p OF PANEL 5- See DEF1"ITION OP'WPART►AL-LY CL0_%6©r B,LCk-, i. AS P911! S, f B.C. /980 ffolr/ON, SECT/pN 111509. 3 S{jr) (Ctd►). 12 GENERAL NOTES: 1 - This shutter has been designed in accordance with Chapter 23 of the 1988 Edition of the South Florida Building Code. 2 - All belts shall be 2024-T4 aluminum alloy or galvanized or stainless steel with 10,000 psi minimum allowable shearing strength. 3 - All aluminum extrusions shall be as noted on drawings. All aluminum sheet metal shall be as noted on drawings. • 4 - Aluminum surfaces to be placed in contact with steel shall be given one coat of zinc chromate primer in accordance with Federal Spec. No. TTP-645. 5 - All concrete anchors shall be diamond "hammer drive pins" qi x 23j" long, having an allowable tension of 400 lbs and shear of 300 lbs or equivalent, except as noted. 6 - Welding shall conform to the latest AWS specification for welding aluminum. 7 - Shutters may be motor driven, tape pulley or gear driver. 8 - Storm bars are fixed and not removable. . co w lJ Q W Z Q Z 0� o L' 0 Q � ci) i j � Q OpCfj m U' W Q QZ� z- �WaO W Y co w0 _ W � � W 2 C� 0 zgQI Y W co a U Z 0 W Q N W � Z M M I Z 3 I.t. N Z = a 0 a: cc D Im 1 • u 1 Mon@ a + • 1 •! j i i j tlrewng M 90-151 REPRO PP ODUGTS *WV of MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 1)AT NON COASTAL ZONES STORM BARS SPACING (FT.) : MAX. SLAT SPAN 7. 3' 6.01 5.01 4_' 0' 3- 0' 0 -- 15 f 41- 51 4/ -1 1 'f 51-4`f 6'-0 6 1-" 11 rr I5-25 4-off q-' -5/1 41-10" 5'`5,/ 6'- 3// NOTE 1: STORM BAR SPACING SHALL NOT EXCEED THE MAX. SPAN FOR THE SLAT THAT IS BEING USED SEE MAX. SLAT SPANS ON SHEET NQ 1. MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 2Z AT NON COASTAL ZONES H (FT.) STORM BARS SPACING (FT.) : MAX. SLAT SPAN y ( f 3' 6• o' S• Of 4.08 3,01 2.0 r o - i54 7,- 9,, �,-o,f 8r_0,, 8`-of/ 31 o,, 8' of/ 15 -'25 7'-Off 7'- 9r' a1-011 81-o'' 8'-0`' 8f-Of` 25-35 6'-7'' 71,411 0I-ofl a' - off a( -of, 3f_oil 35— 5_.J 6'-4f) 6 1 — WI 7t-7'f 81—V1f 8f- Of f 011 6- 55 - 75 5`-►1'' 6'-7'' 7'_2'' 8' -0'' 6-Q'' ' 8-0" 7.5— l o 5' —aIt6 1 —3fl /j'— 1 /'f 7/— 8if Q'—Of' 81,E // I00-150 51 -51 6/-Of' 6'- 7If 7/_¢'f a1-01( 81- 11 50- 25D 5'- �" 5 `- 7`' 6' - 2" 6 `— /0" 7- ` o'` 250-350 4r '- g'r .-3Ir 51-3 It 51 - q" 6/- /_ tt 7IF- atf 6 t_o,t NOTE: SEE NOTE N' 1 ABOVE. MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 3 AT NON COASTAL ZONES H (FT) « STORM BARS SPACING (FT.) : MAX. SLAT SPAN 7. 3' 6.0' 5 • o' 4.01 3 f of 2.01 O- 15 BI -V11 81_Q`` `✓'- Ofr 81-0l 81-Si 81-0v I5_25 a1-Ofr `-'-1`Dr, 8'-0/1 91-0$1 0,-0" 81-0,' 25 35 I-0If 8 61- o'' 8I-of' , r01 E31 a'r01J '-off 35 - 5 5 I 7' 9'f 8 ( o'f 81o`l 81 °`, 8 f °j1 8f of, 55 - 75 7'-4" 81- o'/ 8' -o'' 6-off 8l f' 8 f - o,/ 75-100 7`-0'' 7' /P 31,01' 6 d'' g,- r, 8 —O,r l0l1--i5t� !- f, 6 8 7 /� // Q C� f off 8 1- ov 3 1- It 8 l- off 150- 250 1 6' -30 6'--111' 7/- 7'' 8'- o'' 8 �_ pt' 8' -off 250 - 3 50 5` -� �'' 6'-` 8'� 7 "- z ri �'- Q'f 8'- t 0` 8' - 0� NOTE: SEE NOTE N° 1 ABOVE. MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE(�)ATCLASS 1 "INTERIOR� BLDG., COASTAL ZONE INSTALLATION STORM BAR SPACING (FT.) : MAX. SLAT SPAN H (FT.) 7.31 6.01. 5.01 4.0' 3,01 2,01 of off 0 — l5 7� �'` S'-0'1 8 `-Q`' 8 ©'r 8,_a� 8,—Off ;5,i 7,��„ 7 - /^fr 8,_ol, 8,_011 ►' 5 - 25 � /�'' �� '' 8 of 8'-�,t y 8 /-01 6, _/ r, G 9r/^�,l 6(-off 811001 �r,�tr 71' 71 3f/ 7'-�/,' 8,_0,' 8i-�" 01-0,i ItNo ,o r-0N f-oil 6 !_7if ��, prf 3f 00 8{,0►' r6to„6_7,/7/ 5d 8,—orr �I-orr r��5/- J/fr 6'-�'� 7' /'� 7'- II" St -Off S! 0►f NOTE 1: STORM BAR SPACING SHALL NOT EXCEED THE MAX. SPAN FOR THE SLAT THAT IS BEING USED. SEE MAX. SLAT SPANS ON SHEET Ns 2. MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 2 AT CLASS 2 END ZONE BLDG., COASTAL ZONE IN STALLATION INTERIOR ZONE STORM BAR SPACING (FT.) : MAX. SLAT SPAN H (FT.) 7. 3` 6. O'' 5�. 01 4.,0, 3• a, 2- of 0 — 5 �-5N B'-Otf �� Dp 8t_ per 91.0 15 - 2 5 5r^�ff 7' -31" __ gr_f7N 8'-0'f o,f _ 35 .5 , o., 5'_ 7, 6'- I r' g'-la' it 35 - 5 4`-��_ i ,f 5 �6,/ 6, .� �I" 4'' 50'� 6`-i�' 7-9" rJ5 _ a0 4f-6„ 5 _r�,l 7, it • 8,-0,, 5=-C�" 3f 6• ��ff Bff, 8, 8,,op -�5,©,f 5' 6'_�� '► 10 8,_orf ��g !�� I !�� off !�� l D0 '" ��© 4' 2" 4'- 7'' S = d'<�-_Y 5'- 7' 6'- 7"1 7'- /I 11 ,-� S,.61-10 150 -25C7 3'-/�,r 4` )o,r �.'-3`' 5' ¢`i �'-8'' 5`-1 jw S=aft 6i 7'` 7,r�,t Sir NOTE: SEE NOTE N4 1 ABOVE. MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 1 BLDG. AT COASTAL ZONES END ZONE INTERIOR ZONE H (FT.) MAX. SPAN i !'-4'1 25 - 35 Hof-Srf 11''6f` .3-5-5-5 9' - 9" �5 -6O 1? _ 7tr .nr_4,f MAX. STORM BAR SPAN (VERTICALLY) FOR STORM BAR TYPE 0 AT CLASS 1 END ZONE BLDG., COASTAL ZONE INSTALLATION INTERIOR ZONE STORM BAR SPACING (FT.) : MAX. SLAT SPAN H (FT.) 7. 31 6.01 5.0' 4.01 3.01 0' sf-or' 8'-Off 8 0"04` It 4" 8'-0'' 8`-0'`8Xf r 7'6" 8'-0'' 6-off 8'-off '-oi' 81-00 8 r o,/ '_�, o,, 8, o,, 8, 6' /oi' 7 6,r 8'-oil 8, of- 8 , o/' 8 =oi' Cr a `­01' 8 QN al - Ott 7=3" 8 D'` �1-01' 61 oi' 6_00 3! Ori NOTE 1: STORM BAR SPACING ,SHALL NOT EXCEED THE MAX. SPAN FOR THE SLAT THAT IS BEING USED. SEE MAX. SLAT SPANS ON SHEET N4 2. 1 MAX. STORM BAR SPAN ERTICALLY) FOR STORM BAR TYPE31 AT CLASS 2 END ZONE BLDG., COASTAL ZONE INSTALLATION INTERIOR ZONE H (FT.) STORM BAR SPACING (FT.) : MAX. SLAT SPAN 7 3' 6.0' 50 or 4.0' 23. 0' 2. o' O- /5 7/ 3' 6 0" S f _�,Q S f-ot8l 8 0 r�,-O 8"oil J'0,f f-Off Off ff 8f-�r 15 6, 7.r %/ �p �/- f fIV /�'Sr� it �f /Yr �tr�fl f_of` �' off 81-04 35 - 55 5'-160 `7f, 55 -60 5'7" t� 9At C> ft '7f 6" �r �,r Sr O$l 7'-000 7� 01-0 Sr_ orf 8. if' r_or 5 �,/ 6,_ 2 f/ 6, 9t/ 7,_ 6,r 8,-a,t 8 f_a,, If 7� - I O+D 5 -4' S =//` 6 �_ 6 /, 7 , 3,, 8 �O f, 8 , at, 5 -ell N Of 6 �5p 7/ t 7/ 9/" Q f ^ f/ �/ ^if 8 1-01I i 50 _ 25O 4'-9 6 �a►/ 5 "3 5 �- 9"7, r 6' � „ f 00 7'-5' Qf_/� 8,-©„ Q f Mf/ NOTE: SEE NOTE N2 1 ABOVE. MAX. SPAN (HORIZONTALLY) SCHEDULE FOR OUTER HEAD CHANNEL FOR CLASS 2 BLDG. AT COASTAL ZONES END ZONE INTERIOR ZONE H (FT.) MAX. SPAN 0-15 L' 0 15 25 91-411 25- 35 8,_10,r Ifif_,f' 35 -- 55 f 8 "off ,5.5 - 60 -�� ,f i0'-0if 6 0 — 75 7' 75 -- t 00 7f 7,! q' 7" 100-160 / 7 3,r 1 0- 250 -/D" Q N 0 co co C9 � W Z Q� gz U QWo� M � W LL > -J ' Q ��uj M Q Qz- Z Fj O CE Y M W0 W W C9 0 2 zq I Y W co a. 1t f tr Brewing no. L. 9a-151 at,eet 3 0f 3 REPRO