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1040 NE 96 St (7)Date. Owners Name and Address ... i.. /...`: +:.. �.. ._.��► ,No. j. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done /0 ci d State work to be done and purpose of building (by floors) Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing 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. STATE OF FLORIDA, COUNTY OF DADE. $ ss. Permit No. -_ Disapproved (Signed) A;"PUIL ATION FOR = 'LJILDING PER 1 T MDAMD SHORES VILLAGE uilding Inspect BUILDING INSPECTION DEPARTMENT Date..__, — 1 0 7 iyta_ivstlet_ 74- — v _.._._ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof vering Estimated Total cost of improvements $..../.....2 .. �.., ® Amount of Permit f8?: Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said buildi g.. All notices with reference tq b g and its construction may g be sent to.. 2� l 2 -C�--t 1 l � 6L�.C:.�. f / C.. .d�... The undersigned applicant for this building pennit does hereby certify Aat he understands and accepts his obligations 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 . tractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for i .. o, on the s' y of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such su..rs, on srk to be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. Read, Sworn to and Subscribed before me. to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... __....__...--- .-._ - -- --- ._....... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re fee of 31.00 will be charged when such re- inspection in made necessary by improper notice for inspections or faulty materials and /or workmanship. KQ112:1Q SCUD 70 .D39 ADDRESS RAID °0 ^ / ADDRESS P :cNE CUT Y Special Instructions SQdQ CON L;'DQ `i QOQQQ�� Y bOL Cr sriVU Oal u 2 • STATE Roar Indicate by number counter clot: !ise OMIT Front oGGOCG EM v Wolght Width Model aosd OP L occia Total Price Sales Tag Total Contract Deposit Mlti. tis P Rcrlulrod C.Q.D. - Pay I vista I ler Balance Due terms r conditions below. Installation to be c pleted within to from date of receipt of deposit. This contract is subject to PuFc, a;;;)r S6gn Nero The Seller hereby agrees to and does sell and agrees to . fabricate, manufacture and install in a workmanlike mannexc according to standard practices for herein referred to as Purchases• or as Maker, who hereby agrees to and does purchase the above described improvements and materials which are within a reasonable time to be installed on the premises situated in County, Florida, owned by S Purchaser and described as: Lot Block Sub Division No statement, representation or agreement, written or verbal not appearing upon the face of this contract is binding or acceptable. Immediately upon installation or delivery of the articles covered by this contract, the parties agree that the articles immediately shall become a part of the rea:ty and shall be considered an improvement thereto. Order is subject to credit and installation approval by the Company and subject to prior sale, government regulations and requirements, strikes and other factors beyond our control which would prevent or delay delivery. Where installation is made by others, seller's responsibility shall be limited to repair at seller's plant, Where installation is made by seller, defective material and parts will be repaired or replaced at seller's expense. 'T'he uiuesigncd property owner further agrees, that, if this contract is cancelled by him or them for any reason whatsc:erer, prior to installation or delivery, to pay the Contractor a sum of money equal to fifty percent of the contract price herein agreed to be paid, as fixed, liquidated and ascertained damages without proof of loss or damage. MCD7000 TO DUVEL3 L I)o not sign this Contract before you read it or if it contains any blank spaces. 2. You are entitled to an exact copy of the Contract you sign. 3. You :,^a'. ,]m ;� >� T pia; ^ ��_3 �.6*ddQP7Su w msh ant :, 'a .:i 22. :['ca Z of the ti '; price ��if' ?crcnti,-I. BUYER'S R5C1 --1T1' TO CANCEL 4. l'h is a horn solicitation sale, and if you do not want the goods or services, you may cancel this agreement by mail- ing a notice to the seller. This notice must be postmarked of the third business day after you sign this agreement. If you cancel this agreement, the seller wlay keep all or part of any cash down payment not to exceed the lessee of five percent of the cash price or Fifty Dollars. Eno¢erio d k Oh c:t coo, ©O ©7 off r heda woo 4o05vc rOd Go coF.A Po¢oopG bo o'C ;� c !aE sc.72o ✓e J Duvou, G ao Cod oCf , eJ. Acecgtcr9 G Ag0'ovcd t;>nIceltsvort) (SEAL) (X) (X) C7Co7 No. is >urcnn,ti. 01;17) xc7c) YODEL FASCIA MULLS & BARS 7 TRACK MEASUREMENTS SHUTTERS REEL HOC :,'S Type Length , Type Length Qty Type Length I 'Nech S e i " B -B width Nc Sat Lc:4s Tape Q Tape . Length Sq. Ft. I S:• "s *ape T .. .'- Caps Y -- — — J 1 1_ + F ' t t -- - Lit fir° � , , (A l' �o ` �J %5 °% , 7 -- �' � � _ l °0 7_3 G 'lam . ti �'� 0 de /P1 Ft a J - i -� I I _ _ _ - i __ i J I - - _ _ _- 1 I ROLLADEN, \lc. SHOP WORN ORDER At IA1 C© 2 7 0 Tustcmer Name 7 0 12 10 14 fates r 15 16 17 13 IP.. '.' Pr /r . 1� ig 0 I1 T2 1 day° y 25 I Fu6iq. Ng5P&G3o °° (A6v2 Irmc4A 304 s 4Ov G (loci TAms aMal TA gpsiy ° a e p t0 0 adrz d4� - 77/rte , 5 /4 Om / (fa H o o, aoc a (N o o 9 GkIg C o a o Al oM 0 )° a°000 ° Alvr,uaagc,/a c - - v G oo o- �� b DOoc ,f0 /./L Sadz l ° ate 7 o0 a r SPROCKET OAY OE LOCATED AT ANY ANGLE 0001/10 31) GPM.% DOES POT NON A DO BOGLE AT TM 63)000041 0PANR P TI 0700 Q30DO,A 0000. A5CHOR0 0" 0/0 B I A " r - N z. t SECTION "B -B" I A 't -I T . 1L. _- - 1L"= { {{ - )_. -_. Al STAIHL CSS STEEL: I 1 I PURLIN I SEE SCHEDULE � I I B u SLATS - I I 1 -- =11--. I C I 1. R 3 PI 1 ANGLE 5700 001T09 RAIL Lp A 200 SPACING OUTSIDE SEE SCHEDULE H -- SE1 SCHEDULE 1 ELEVAT lig' 100 SPROORET wapiti/SAL . ' BS I 00 "SN LEAD SHIELDS e 10" c /c. SLATS ANGLE STOP ROLLER TU)E IREEL SECTION "A -e SLAT ROLLER ENCLOSED 01000 OOT7400 •0 A OO1O P CO. =2CT0 S/4 ` � v / 7 0000 C 4 1 Rnv itt ss t jl�l1 wit illy. 0 L 0E 010. 0011 0 AS SC N 1 ED0e DU O 2•3 /6 "STA 1.0015p50 EACH. TT• I Ir' JI N:2. uL / / 6°N 3/0 FLUSH TTY - ROLLER ENCLOSURE INSIDE TYPES OF SPROCKET MOUNTINGS ROLLER tl c "ANIStl 4 0000 S 3-.. 07 IUtl . SHEET B06't +M1-4 OUTSIDE PURLIN SEE SCNEOULE T LI I I/0" SEE SCHEDULE SEE SCHEDULE OPENING HEIGHT ABOVE GROUND 0'- I5' 15' - 25' 25'- 35' 3 5 - 55' 55 75' 75'- loo' 100'- 150' 150' - 250' 250'- 350' NOTE ®: SHIN TO TIG n Y- I /4 "00LTs TYP. IP'- 0 NA %. TO EL. 15' ,. 0' MAR. 11.15' TO 350' 'T. SECTION "C-C" NEADER 0'.6" 18E1 TABLE) SCHEDULE MAX. MULLION OR PURLIN SPAC- INGM13 -0"HT. EXCEPT AS NOTED INSIDE HEADERS OUTSIDE HEADEFE USE 3.00 "PURLIN 4' -1 3' -10" 3 1 - 8 11 f'- 6 3'- 5" 3'- 4" 3'- 21 /2N 3 1. 1 11 2' - 11 1 2" 2- 3/0 s - o 10 SOS /J Ie"C /C N 11 510E 00,1 4.17 5' -2 4.17 © 5 4.17 4' -10" 4, 17 4' - 7" 4.34 4 . 4.34 4 2 4.34 4 4.34 S-11" 4.34 3)_ 9" MAX. ALL0)IA6L1E MULLION SPACING IS 12'(t ITH INTERME- DIATE PURLINS) TO EL. 15'. AND 10' MAX. SPACING OVER 15 2 .3/5 "STAR 10615 11 EACH SIDE) 2- I/O" TNRU BOLTS - E- I /a'pOLTS , I2 EACH SIDE( MEADER MULLION TO CEILING CONN, FOR HEADER ONLY 1. 1F 1 M 1 I /O" Y 2.3 /9 L0 %IN 1 EACH S)OE) ON SCHEDULE BOLTS.- TYP. USE 250"PURLIN 2 -I/4" DOLTS SHIN AS RED. TO "ARE TIGHT PIT Y1r1 E II /t N I /O" 5 04" LORD 2-ILI "T I "A I/O" TYP. 3/0 "STAR LORIN 11 EACH SIDE1 TYP. SECTION "A- A" CONC.•HCHORS- le -C /C f BLA wALL 1 5 /p (-510E RA11 SLAT 3.16 d 3.16 3.16 5.16 3.29 3.29 3.29 3.29 3.29 ALT. SECTION "B -B" OAT 3 00" MULLION PURLIN ALLOY 6063 -16 3.10 SL AT DATE S.P.S. It 6TA6GERE0 C 3 D 4.1 6ALV. .164" PARTS .•70 BOTTOM RAIL 2.00" 7 16" O � . PS O 0.00" 1 0.00" 2 (DRAWN R.S.I DESIGN N.N!CHECK SPECIFICATIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORK 8.80 PUR1,114 NOTE : WITH STEEL CHANNEL C3P4.11A -36) INSERT THE ALLOWABLE HEIGHT IS 'IC-0" WHEN SPACED 3 -0" C /C. WHEN HEADERS ARE USED, ADD THE C3E4.1 WHEN OVER EL. 15' 2 .17" 1 Y.00" Y.00`I 9.29 1-- n I ���111 4_17 4.154. HEADERS 30" 1) THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 2) DEFLECTION MAIN MEMBERS L /180 SECONDARY MEMBERS L /80 3) ALL BOLTS B NUTS A WASHERS SHALL BE NON MAG- NETIC STAINLESS STEEI OR ALUMINUM ALLOY 2024 -74 4) DESIGN CRITERIA FOR ALUMINUM- MINIMUM MECHANICAL PROPERTIES B SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL' 1967 ED. 5) ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH STEEL SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. N0. TT -P -645. 6) ALUMINUM ALLOYS: - ALL EXTRUSIONS SHALL BE ALLOY 6063 10 AND ALL SHEETS SHALL BE ALLOY 9060- 634 EXCEPT AS NOTED. 7) ALL CONCRETE ANCHORS SHALL BE DIAMOND "HAMMER DRIVE PINS' 1 /4 "E 21/4" HAVING AN ALLOWABLE TENS( OF 400 LBS. AND SHEAR OF 300 LBS. OR A DADE COUNTY APPROVED EQUIVALENT, EXCEPT AS NOTED. TO THE LATEST A.S.C.E LUMINUM ALLOY 8) WELDING SEAL CONFO SPECIFICATION FOR WE 0 WONG WITH 315 YEartic P OF A PURLIN. 10 074,1U7 ORI -p _n12. w. • ti� v63 S DRI� tc6 � //IAFi: - E:'T } Ian s W ' 7' :TIC LOADS 3/73 ,pRIVCN, TAPE DRIVEN 5 /- 73. RO LLLADEN ONCE - HIALEAH FLORIDA CARR SMITH & ASSOCIATES, INC. CONSULTING ENGINEERS CORAL GABLES FLORIDA FOE NO ONO0T NO 72207 I of I THE ROLLADEN KLO'SURE