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'RICAN SHUTTERS & . =ASS SHUTTER 1638 DONNA ROAD, WEST PALM BEACH, FL 33409 CONTRACT 561-712-9882 - Fax: 561-478-0222 DATE: 05/04/16 JOB NAME: JAMES ROBINSON /er7c&cr oVe4?SACCOUNT MANAGER: Mike Barbieri ADDRESS: 5012 EVERGREEN AVENUE DEVELOPMENT: CITY: FORT PIERCE STATE: FL ZIP: 34947 GATE: ❑ YES 2 NO PHONE: FAX: CELL: 772-332-0416 ALTERNATE CONTACT: PHONE: EMAIL ADDRESS: FAX FILE MAIL E-MAIL METHOD OF PAYMENT: D CHECK-CHECK# 134-4- ❑VISA ❑MASTERCARD ❑ AMEX ❑DISCOVER NAME ON CARD: BILLING ADDRESS (IF DIFFERENT): CREDIT CARD#: EXP: / DESCRIPTION OF STRUCTURE: HOMEOWNERS ASSOCIATION INFORMATION: L N/A ❑ SINGLE FAMILY #OF STORIES: 1 CONTACT NAME ❑ CONDOMINIUM MAILING ADDRESS ❑ TOWNHOUSE CONSTRUCTION: CITY STATE ZIP ❑ COMMERCIAL CONCRETE BLOCK PHONE FAX ❑ OTHER ❑ WOOD PRODUCTS OPENINGS PRICE ❑ NEW ❑ EXISTING ❑ OTHER ACCORDION SHUTTERS 11 $ 3,589.91 PL-E SAE SELECT A_ OLOR(IF APPLICABLE): CCORD 0d WHITE IVORY BEIGE BRONZE ROLL-UP: IVORY BEIGE BRONZE BAHAMA: COLONIAL: TRACK/HEADER/ANGLE: WHITE BRONZE ATTACHMENTS: DAV DISCOUNT Is (250.00) El ANCHORS &SCREWS ❑ STUDCONS ADDITIONAL COSTS $ ❑ TRUSSHEAD (ALUM) ❑ BRASS BUSHINGS SUBTOTAL $ 3,339.91 PERMIT FEE (Drawings,Engineering,Calculations,Couier,etc) $ 200.00 UPGRADES OPENINGS PRICE TOTAL: $ 3,539.91 H-HEADER 40 % DEPOSIT (Due upon signed contract) $ 1,415.96 F-TRACT( 50 % Due Upon COMPLETION $ 1,769.96 STUDDED ANGLE P� BUILD-OUT NOTES: L LDo PATCHING (NO PAINT) MAY 2 7 2016 2ND FLOOR OPENINGS PER,J11TTiNG OTHER: St. Lt-1cie CCLInty, :r-;_ ADDITIONAL COSTS $ ALL CREDITS INCLUDED IN PRICE INCLUDING PANEL CREDIT If Buyer agrees to the above, please sign and date the proposal. Upon Receipt and acceptance of the signed proposal by All American Shutters, the proposal will be converted into a contract(typically within 5 business days). At this time, All American Shutters will begin assembling the job specifics, layout, and any necessary permitting/Homeowner's Association forms. All contracts are subject to field measurement and engineering. By signing this Agreement, Buyer acknowledges he/she has read and agrees to the attached terms and conditions. If buyer pays the deposit or delivery installment by credit card, the same card will used for the final payment unless notified. BUYEI » °Lol.b APPROVED BY SI�NATURE DA E All American Shutters&Glass Representative Identification Schedule for Opening Protective Device or System (The following mininnum information shall be provided to facilitate plan review and inspection of the proposed installation,opening,protective device or system) Address: 5012 EVERGREEN LN, FORT PIERCE, FL 34947 Type of Structure: PERMIT#: Dev. Device Device Opening Opening Shutter Shutter #Storm Anchor Header # Type Manufacturer ApprovalOpening Height Width Height Bars Req. Spacing Reinf.Re 1. Accordion Town & Country FBC 53 51 61 53 N/A 12" No 2. Accordion Town & Country FBC 53 51 61 53 N/A 12" No 3. NOT COVERED NOT COVERED No 4. Accordion Town & Country FBC 74 51 82 53 N/A 12" No 5. Accordion Town & Country FBC 53 51 62 53 N/A 12" No 6. NOT COVERED NOT COVERED No 7. Accordion Town & Country FBC 26 26 34.5 28 N/A 12" No 8. Accordion Town & Country FBC 51 50 62 52 N/A 12" No 9. Accordion Town & Country FBC 51 50 62 52 N/A 12" No 10. Accordion Town & Country FBC 74 50 82 52 N/A 12" No 11. Accordion Town & Country FBC 37 39 48 41 N/A 12" No 12. Accordion Town & Country FBC 37 26 48 28 N/A 12" No 13. Accordion Town & Country FBC 74 51 82 53 N/A 12" No ,' v r, � r� r k • r All American Shutters and Glass, Inc. 1638 Donna Rd West Palm Beach,FL 33409 Ph.(56])712-9882 Fax.(561.)478-0222 Property Information Building Information Owner: OWENS,GLENDA Wind Zone: 170 MPH. Address: 5012 EVERGREEN LN Exposure Category: B FORT PIERCE,FL 34947 Minimum Building Dimension: 35 ft. Mean Roof Fit fight: 10 ft. Risk Catey.:.-y: II Design Pressure Calculations Opening LocationDevice Device Device Max Positive Max Negative Number Zone Width(in) L Height(in) Elevation(ft) Pressure(psf) Pressure(psf) I End 61 53 7 29.5 -38.5 ....._._......-........................._..__..._....._.._............................_......_.........-- -...--........._.....................-----...............__..._.............._..--.................................................................................................:....._.._..._......_..................................................----.............................. ----........----..........................................._.......... .... 2 Int 61 53 7 29.5 -32.2 --.....-----...................... ............--.........-------........ --._......._.....__._......... ----._........... -........----.............................._.__...-----..._........._.........-----._...._............-- - ----- - 3 Int 7 29.5 -32.2 ---.................................... ............................... ...................................................................................................................................................._._..................................................................__..__........-_...._.........................._._._._._ 4 Int 82 53 7 28.9 -31.6 _............................_.._..-------- ............. -- -----....._..--- ----._._._._..._......_.._....--- -----._.. 5 End 62 53 7 29.5 -38.4 .................................... ..... --.................._........_.._..........._....._..._.........................__._................._.----................................._...._..-----..............................................-................................................._.......................................__................ 29.5.........._......................- .._.. ---38.4 - - 6 Int 7 - --............... ---------- -—..._._..-----..__......_.. - ----._...._...... --...--.._.__......_....._.._--------_ ... ...............---------.....__........__........----._-.----...._........ ._.. -......._._._..._.__...._..._....._.._.__..__..__....-- 7 Int 34.5 28 7 31.2 -33.8 ---........................-......----------.............._...........................-----...-------..........__......_...._..........---._._..........._ .._.--_ --....................................--.-------....................................................-.---..............--.....-.......-....-_..-_..........................................---......---......._.................._.._...................... 8 Int 62 52 7 29.5 -32.2 ..--..............._..............._.........- ---...._...... -._...._..... --._._._.................._...._..._..._........---............................._....__........__..__...._._............................_......_............_._.....................---- ------ - ---._._.._..__._......__._._.........----- --._..........---- 9 Int 62 52 7 29.5 -32.2 .__................ .O._....- - -- ....End -................................82-........__................................................................_.52..............................................................................7-----------....................................29.0__..........................................----.............. -37.3---- 11 Int 48 41 7 30.5 -33.2 12 Int 48 28 7 31.2 -33.8 13 End 82 53 7 28.9 -37.3 ,RU a MAY 2 7 201L St. Lucie County, FL Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code. Page 1 of 1 :� enin � Size= 1 ACCORDION , 61 x 53:; ~" (IMNDOW) Z ACCORDION 61 x 53 7WlNDdiM,r b 3 NOT COVERED (DOOR)' N' 9 o 4 ,ACCORDION 82 10 9 8 g ti (IMNDOWj �a� 5 ,AC,CORDION 62x53 (WADOW) 4 r 6 .NOT COVERED (000R) ^ •� 7 ACCORDION 3412 x28 (WiNDow),; 11 7 S ACCORDION 62 x 52' Q (IMNDOW) 9: ACCORDION, 62. 52,:. 10, ACCORDION 82 x 52 (IMNOOV0 11.' 1 ACCORDION 48x41 12 (IMND(?W) v 12.ACCORDION ''`48 x20 '((MNDOW :. 13..ACCORDION - 82 x 53- -fVWNDOW)_,,, 13 6 p Z0) Z w � JLLI Lt_ 3 � U 1 2 EGRESS 4 5 N � W_ W W Q_ c%4 ~ I� L O LL G_ .---.� Ps F- O COPYNIONT&TEi@6TCON �1 NOT TO SCALE cc a GMay 17,2016 G O P PAGE DESCRIPTION: cn Site Plan i PAGE: OF1 1