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Home My WebLink AboutSUBMITTED PAPERS6 73o,201g007- Saint i 111c,'e z011&V (Nor`&h zslolnd) k\11 ALL APPLICABLE INFOWLIST BE COMPLETED FOR APPLICATION TO BE ACCEPTED er Date:Pmit Number: - BY St, Lucie -County'. Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commerci '� Residential PERMIT APPLICATION FOR: Shutter PROPOSED INPROVEMENT .. Address: 3702 N AlA 1101, NORTH HUTCHINSON ISLAND, FL 34949 Legal Description: GRAND ISLE OF NORTH HUTCHINSON ISLAND CONDOMINIUM•(OR 2231-1190)•UNIT 1101 (OR 3375-2201) Property Tax ID #: 1423-807-0038-000-4 . Lot No. Site Plan Name: Block No. Project Name: GREENLEE Setbacks Front '' Back: Right Side: Left,Side: , --�5�,a-(r! C9 ygc_ca•c�; a � S�I.v�T"�,it,5 , � � - _ . iaitionai worK to ne E1HVAC Electric errormea unaer tnis permit — cnecK aii Gas Tank ❑Gas Piping Plumbing Sprinklers " '[],Generator apply: Shutters Q Windows/Doors E Roof Total Sq. Ft of Construction: S Ft. of First. Floor: Cost of Construction: $ /L S83 Utilities. _ Sewer Septic Building Height:. " OWNER/LESSEE: CONTRACTOR: NameANDREW GREENLEE Address:525 GRAY WOODS LN Name: CHARLES J STYPULKOWSKI Company: FOLDING SHUTTER. CORPORATION Address:' 7080 �HEMSTREET PLACE City: LAKE ANGELUS ' " State:MI Zip Code: 48326 -,, .; : " Fax: Phone N_o:248-318-2979, t E-Mail: '' City,. WE. ST PALM BEACH - .'State: MI Zip Code: 33413 Fax: 561-640-8204 Phone No. 561.-683-4811 Fill in fee simple Title Holder on. next page ( if different from the Owneristed above) E-Mail:, INFO@FOLDINGSHUTTERS.COM State or County License: SCC1311.50802 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SU'R'PLEIVI{ENTAL C®NSTRUCTION LIIEN LAUV INF®RMATI'ON: DESIGNER/ENGINEER: "' ' _ Not Applicable Name: MORTGAGE COMPANY: _ Not'Applicable Name: Address: City: State: Zip: -Phone: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable Name: Address: BONDING COMPANY: _Not Applicable Name: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a.permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with.your Home Owners Association and review your deed for any restrictions which may apply. .In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions; accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend.to obtain financing, consult with lender or an attorney before commencing work or recording vour Notice of Commencement. el STATE OF FLORI[ /� _ r- STATE OF FLORINk" e� JrCOUNTY OF A4M r�%�` '1 COUNTY OF � The four ping instruTent was acknowledged before me thiso0 day of HtISUSa*- 20by CHARLES J. STYPULKOWSKI (Name of erson ack/n�owledgiinng�) / �e-P�e-- CSC_• (Signature of Notar=Public- a of Florida.) Personally Known oduced Identification Type of Identification Produced The forgoing instruW ent was acknowledged efore me this A: day of ,�u 20011 by CHARLES J. STYPULKOWSKI (Name of person acknowledging) (Signature of Notary Publlii tate of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. E;E033�6 (, . ( 7 (Seal) ELA A. EVANS Commission No. �.� O 3 3, �Lo t�A_YASo� NOTARY PUBLIC pAMELA A. EVANS IDA Y A.C. pi IRLIC Comm# EE033967 0� o� STATE OF FLORIDA Revised 07/15/2014 �� Expires 1011112014 o a Comm#EE033967 kCE 19 Exp , _ REVIEWS FRONT ZONING, -SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED JOSEPH E. SMITH, CLEnY OF THE CIRCUIT COURT — SAINT ,IE COUNTY FILE # 3986366 OR B 3663 PAGE 1871, Recorded O'._/2014 at 12:28 0736a01yo0 7- SI.0 Prepared by and Return to: Folding Shutter Corporation 7089 Hemstreet Pl West Palm Beach, F133413 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. L DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: 1423-807-0038-000-4 SUBDIVISION ORAND ISLE OF NORTH HutcHINSON ISLAND BLOCK TRACT LOT BLDG UNIT 1101 CONDOMINIUM (OR 22311190) UNIT 1101 (OR 3375-2201) 3702 N AllA 11n1 tunaTW W I ITr`UIKI0 r., Ie, ,,.,., .,....,. 2. GENERAL DESCRIPTION OF IMPROVEMENT: INSTALLING HURRICANE SHUTTERS 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: a. Name and address: ANDREW GREENLEE (525 GRAY WOODS LANE LAKE ANGELUS MI 48326) b. Interest in property: OWN E R c. Name and address of fee simple titleholder (if different from Owner listed a. CONTRACTOR'S NAME: FOLDING SHUTTER CORPORATION Contractor's address: 7089 HEMSTREET PLACE, WEST PALM BEACH FL 33413 b. Phonenuntber. 561-683-4811 5. SURETY(ifapplicable, a copy ofthe payment bond is attached): a. Name and address: b. Phone number: 6, a. LENDER'S NAME. Lender's address: c. Amount ofbond: Phone 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address: b. Phone numbers of designated persons: 8. a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. b. Phone number of person or entity designated by Owner: 9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be I year from the date of recording unless a different date is specified): , 20 Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owier or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager) State of �I County of A 1- A•,t�.s4j 0. 6 (Print Name and Provide Signatory's Tide/Office) The foregoing instrument was acknowledged before me this / r day of! (t! 201 / by_ i ri-Dea wJ �sy(•,eaU[r_-e as for �— (name of person) (type of authority ...e.g. officer, trustee, attorney in fa (name of party on behalf of whom instrument was executed) J Personally Known _ or Produced Identification Type of Identification Produced Rev.10-01-11 (S.Recording) Notary PAMELA A. EVANS (Signature of Notary Public) CA01 NOTARY PUBLIC (Print, Type, or Stamp Commissioned Name of Notary Public) %WSTATE OF FLORIDA . Commit EE033967 Expires 10N 1/2014 t fA I" aR Uj t � V tri Cj F-- a, w C.2 Ci12 ti M rn _:.a•=�:-.__:._.�:,r: _' � Y.: --- .; _:::.::�_.:."_.•..�•_ —" _•:��`1q•' pit:_ �..^__•.._,... .:. ...; _.; .. . , r i- ° z .a. .. ........... .:...._. _ —__� AW co -�---i--•�_ r 1 _ ��y'• "'I.y_�•_- �-_f_-t_"-�'^ _ _'_ , •- �_ _ � _ __ _ "'� s it -+J 1� -lei. � i i ° 1 �-J•->_•-:_.l - t I I� i I�.L._.- - r��-'�---1--�.�_ f ._r _r._ .r. :r ' ...... ... ..... .{. � .• I .•_ � _L ~-Ll„_ M�_�—�-r-l. r..}.. �a *. 1_!_._(—i-,.��_ a_.L, . ' ._iti- :_.' ••�1 1�:_.a..J_.; _:_-__�_�_, _L._., _. _.. �.. .. __ ,. %st _.. ..., 7 ._,lJ_1. •-�•-� r .��; .� _ �.. --r--1 1i�--�--r-•..�-,1�...y--�--'�—i�� i.r.i_.._:_L_L_I_..L 1 a_S i �--- - .. _.�. .. ' i i _ .1.,_•;__�• - i—L-�-.. � _i._! .�..�.i a_.!_.L..F__ •:..�_.�_L...L f� .i._ i. � .. i. f. -i_ , i ! � i I � • t i :.. � •._ _:-.i; -' -r--i -. • -� ,---' ' �-• �- •- . � _ __ ._._�..1. s. L ' Customer: GREENLEE W--,arder Number: 07302014007 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 55.9 130.75 103.625 126.75 103.5 100.25 9"o.c. 9"o.c. 2 55.9 113 103.5 109 103.375 100.125 9"o.c. 9"o.c. 3 55.9 71.75 103 86.25 102.875 99.625 9"o.c. 9"o.c. 4 55.9 71.5 103.25 86.25 103.125 99.875 9"o.c. 9"o.c. 5 55.9 107.75 103.125 126.5 103 99.75 91, 9"o.c. 6 93.4 480 103.25 480 103.25 100 Wo.c. 3"o.c. 04/09/2012 - FA01 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean DESIGN PRESSURES (PSF) -ZONE 4 Roof Tributery Area (Sq Ft Height 10 15 20 1 25 30 Sp I -51.7 -51.7 -51.7 1 -51.2 -50 6 Sp 2 182 9.1 61-70 ft +51.7 +51.7 +51.7 +50.7 +49 9 80ft -52.9 -52.9 -52.9 -52.4 -518 5(h'':3;�5p�91 5 6 5�l `! +52.9 +52.9 +52.9 +51.9 +51 1 +Sp t49.2 ! 1 90 ft -54.0 -54.0 -54.0 -53.4 -52.9 -52: 32r08 3 +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50\.8 +5' ° 9.7 100 ft -55.0 -55.0 -55.0 -54.4 -53.9 iF -5 - +55.0 +55.0 +55.0 +53.9 +53.1 4 + _2' S0 7 -55.9 -55.9 -55.9 -55.3 -54.8 -54.§" ��3:5'� � � j 130 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 �ri3i8� +52.6 +52.0 +51.5 120 ft -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 +56.8 +56.8 +56.8 +55.7 +54.8 + +53.4 +52.8 +52.3 130 ft -57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 1 +53.0 140 ft -58.3 -58.3 -58.3 -57.7 -57.1 - -56.1 -55.8 -55.4 +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 150 ft -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 160 ft -59.7 -59.7 -59.7 -59.1 -58.4 -57.9 -57.5 -57.1 -56.7 +59.7 +59.7 +59.7 +58.5 +57.6 +56.8 1 +56.1 +55.5 +55.0 170 ft -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.2 -57:7 -57.3 +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 ISO ft -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 -61.5 -61.5 -61.5 -60.9 -60.2 -59.7 -59.2 -58.8 -58.4 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +58.5 +57.8 +57.2 +56.6 -62.1 -62.1 -62.1 -61.4 -60 8 60.2 -59.7 - 200 ft +52.1 +62.1 +62.1 +60.9 +59 9 + 210 ft -62.6 -62.6 -62.6 -61.9 -613 6-�-7+�• (91[.. +62.6 +62.6 1 +62.6 +61.4 +60.4 +5,9.fii :8I �+38 2S+57 6E 220 ft -63.1 -63.1 -63.1 -62.4 -618 -6N.2 0 Y ��Ep 3P �g,59T9y +63.1 +63.1 +63.1 +61.9 +60.9 +60 0 9:3, "�.'#58 '63.6 -63.6 -63.6 -62.9 -62.3 60 4 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59. �� M8.6 240 ft 1 l +64.1 +64.1 +64.1+62 8 +61.8 1� 60- T'tic +-N;:09 0 -64.5 -64.5 -64.5 -63.8 -63.2 -621: m� -151-VA o66&i 250 ft +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -65.0 -65.0 -65.0 -64.3 -63.6 -63.0 -62.5 -62.1 -61.7 260 ft +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 +61.1 +60.4 +59.8 -65.4 -65.4 -65.4 -64.7 -64.0 -63.4 -62.9 -62.5 -62.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +.62 60.8 +60.2 -65.8 -65.8 -65.8 -65.1 -64 -62.5 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 290 ft -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +63 0 EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES PSF)-ZONE S Roof Tributary Area (5 Ft eight 10 15 20 1 25 30 35 40 45 50 61-70 ft -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 +51.7 +51.7 +51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 -97'0 -97.0 -97.0 -94.3 -9Z.1 -90.2 -118.6 -87.1 .85.8 80 ft ` +52.9 +52.9 +52.9 +51.9 +51.1 +50.4 +49.7 +49.2 +48.7 -99.0 -99.0 -99.0 -96.2 -94.0 -92.1 -90.4 -88.9 -87.6 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.9 +50.2 +49.7 100.8 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -:06- . +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 5-+55.0 +1.2 +50.7 110 ft -102.5-102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 ft - . -9104.1-104..5 -92.1120 +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 1 +52.8 + 130 ft -105.6 -105.6 -105.6 -102.6 -100. • 8 94.8 -93.4 +57.6 +57.6 +57.6 + '54_83 -±6.,�_ _+F.5,4;-1'! i+5 , +53.0 140 ft 106.9 -106.9 -106.9 1 's I *fopl-s; >9 5 6" ill +58.3 +58.3 +59.3 +�7 2 F5 55 2 +53.7 150 ft -108.2 -108.2 -108.2 1 I "12.z; j O�Or6 9�8T8q�7.2 -95.8 +59.0 7a9 5710 155r2� $ 5?,[+,SA,9 +54.4 -109.4 -109.4 -109.4 -106.W- �• 03�9`i _ 9 -i98.T -96.8 160 ft +59.7 +59.7 +59.7 +58.5 +57. 5 ' --+56.1 +55.5 +55.0 170 ft -130.6 -110.6 -130.6 0I: a I �1Q IM 7.9 +603 +60.3 +60.3 2-795.6 -111.7 -111.7 -111.7 -108f6' 103,,Z - - mp0.t -98.8 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 190 ft -112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 +61.5 +61.5 +61.5 +60.3 +59A +58.5 +57.8 +57.2 +56.6 -113.8 -113.8 -113.8 -110.6 -108.0 -105.8 -103.9 -102.2 -100.7 00 ft • y +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 210 ft -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 +62.6 +62.6 +62.6 +61.4 +60.4 +59.6 +58.8 +58.2 +57.6 220 ft -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 -102.4 P +63.1 +63.1 +63.1 +61.9 +60.9 +60.0 +59.3 1 +58.7 +58.1 2 230 ft -116.6 -116.6-116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 +58.6 `4r-117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 ,4 +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 I 250 ft -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 +64.5 +64.5 +64.5 +63.3 +62.3 +61.4 +60.7 +60.0 +59.4 -119.1 -119.1 -119.1 -115.7 -113.0 -110.7 -108.7 -107.0 -105.4 211 ft 1 +65.0 +65.0 +65.0 +63.7 +62.7 +61.8 '+61.1 +60.4 +59.8 -119.9 -119.9 -119.9 -116.5 -113.8 -111.4 -109.4 -107.7 -106.1 270 ft +65.4 +65.4 +65.4 +64.1 +63.1 +62.2 +61.5 +60.8 +60.2 -120.6 -120.6 -120.6 -117.2 -114.5 -112.1 -110.1 -108.3 -106.7 Soft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 290 ft -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 +66.2 +66.2 +66.2 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 WIND VELOCITY = 165 MPH MRH > 60' EXPOSURE 'D' BASED ON Kd =0.85 ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO PEP P-T-FHE�WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE C - 4D , ONN1,01 /W;T1014 I WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO I7LON E•Q(IIREDv;,EOR�I)S ITH THESE TABLES. 2. TABLES VALID 0 L FO T8 NG t , NH HEIGHT AS LIMITED ABOVE. M PLICABLE REDUCTIONS FOR ROOF SLOPES 3. TABLES VALID F R L 1� d LESS THAN SO° SHA lc0 DIIB1Tt iE `GINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B )L •DDIINNE (AVE GE OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF EP)LL1S Ttl GhkT5yT0 PEAK,j t._ T. S. ALWAYS ROUND OZZ•ii EX•l� LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE T•TA�R EyTr E OPNG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) Ml?C ED- Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP ENGT 6t1EdG(i 2 /r3).aUSEaTHE AREA BETWEEN STRUCTURAL OPENINGS ONLY- [(+iIS CLUI EAS•BE N RU�CTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING LJ[(O- q f3, `j DST CRITICAL (10 SQUARE FEET) SHALL TRIBUTARY ARBE USED. AEAS THA'-MPIEDY��''�SE �vQW DE"t=AR ST PUBLISHED VA VALLE UE. FOR LARGER 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpl=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE -SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORBES DING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED-liE-REIN SFiAX 9L 1 D_ ND VERIFIED BY THE GOVERNING BUILDING DEPARTM APID� ERM HOLDER?SN •RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFER DW . REIi �_+„t S. THIS SPECIFICATION I OTC, , � DET�+TO, ER ANY PRODUCT APPROVED CERTIFICATION. RE4ER,�TOZEPARA'TE(. S 1 MITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIG,=B4NST�TIOMINFO_LtMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TQB.. VERIFIE (�B,1(cOTF(ERSfI,_� CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO AlL LO • KP•ACT�ROTEC),ON,�S,TEM ORDINANCES. 7. NO CERTIFICATIOfV F,FERED�OR� ,}`JE INTEGRITY OF THE HOST STRUCTURE. B. EXCEPT AS EXPRESSLY P O-VIDEIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST tCiU JIL M&71109!l A°IJOEn�RH, PEAK ROOF WHICHEVER IS SMALLXBUp,OT(L•ESI jjlI QQF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT Srtpr�U�S�r•ZONE' ;i4F 4-AALr-IN UESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF EAVE HEIGHT ROOF µ µ I I HEIGHT 55 ® 5 5 a� ELEVATION 55 SO WALL ZONE FIGURES . ISO 9 m In O O o REMARKS DRWN CHKD IDATE Z 010 FLO RI DA BUILDING CODE ENGINEERING < o INIT ISSUE GSS TSB 03/05/12 ro m 3 ASCE 7-10, CHAPTER 30 EXPRESS Zo z -nIt< \ - REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 _ En Z (1) DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 Mr �y am �J I loz _ - THIS DOCUMENT IS THE PROPERTY OF FRANK BENNARDO, H ~' in O m MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ o D ASCE 7- 10 r o Z -p Z p REANDSHALLNOTBEREPRODUCEDINWHOLEORPART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, RE "ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER PH: (954) 354-0660 FAX: (954) 354-0443 W W W . E N G EX P. CO M o N o ��' � -� o MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND CERTOFAUTH#9885 m INVALIDATE OUR CERTIFICATION. - >� a� �• �.• � `a 1e+� • � � t,� •�=3'�,i • .S�o �� y ,fin et y�,.a . �••r I'v,,.rt , c' BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ,FBC Staff ': BCIS Site Map Links Search Business" Professibnal P ERduc tuser Approval RC'yk1, Q t i 0 r I Product Aooroval Menu > Product or APplsatioP-Search > AafficAt(an_Ljg.t > Application Detail FL # FL6410-R5 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License 'Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 gary@foldingshutters.com Frank Bennardo frank@engexp.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo, P.E PE-0046549 PFS Corporation 12/31/2015 Jorge A. Pomerantz, P.E. •• Validation Checklist - Hardcopy Received FE6410 R5 COI Cert Indeo,odf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/Pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2szs... 3/8/2012 r lonaa tsunuing uoac vnllix - - a- - -- - Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2611 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products FL # 11model, Number or Name Description 6410.1 itan II Folding Shutter Accordion.Shutter Limits of Use Installation Instructions Approved for use In HVHZ:. Yes FL6410 R5 II Dwg.Ddf Approved for use outside HVHZ: Yes Verified By: Frank L.' Bennardo, P.E. PE0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See engineering drawings for deslijh limitations FL6410 R5 AE Eval RDt.Ddf (allowable spans, mounting conditions, anchor options, Created by Independent Third Party: Yes etc.) Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32322 Phone: 850-482-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address releasedin response to a public -records request; do not send electronic mail'to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterfaldbor state.fl.us. Product Approval Accepts: ® scc.-uri Vtr151®n , � twrteL , VERIFY$ http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs7kTE8 W ajj2szs... 3/8/2012 GENERAL NOTES: 1. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE ('HVHZ-), PER TAS 201, 20.2, & 203 PROTOCOLS. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd=1.6 RAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE'CAPACITY-VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5. THE SYSTEM DETAILED HEREIN IS GENERIC'AND DOES NOT PROVIDE INFORMATION FOR A'SPECIFIC SITE. lF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONIUNCTION WITH THIS DOCUMENT. 6. THE ADEQUACY OF THE EXISTINGSTRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7. ALL COMPONENTS SHALL CONFORM TOTHEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. B. ALL EXTRUSIONS SHALL BE 6063 T6 ALUMINUM ALLAY, UNLESS NOTED OTHERWISE. 9. ALL POLYCARBONATE MATOUALSFOR USE:WITH THIS SYSTEM SHALL BE MANUFACTURED FROM IOD% SYNTHETIC THERMOPLASTIC POLYMER RESIN (W STABILIZED) AND DEMONSTRATE COMPLIANCE WITH SECTION 2612 OF THE BUILDING CODE SPECIFIED ABOVE. 10. SHUTTERS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER ASSEMBLYCONTAINING THE FOLLOWING: FOLDING SHUTTER CORPORATION WEST PALM BEACH,:FL TAS 201, 202 & 203 FLORIDA PRODUCT APPROVAL -NUMBER 11. THIS SHUTTER SYSTEM HAS BEEN DESIGNED ANDIESTED TO THE MAXIMUM SPANS AND CORRESPONDING.LOADS SHOWN HEREIN. 12. TOP & BOTTOM DETAILS SHOWN.MAYUIE INTERCHANGED AS FIELD CONDITIONS DICTATE WHERE:NOTED AS SUCH. 13. ALL BOLTS, NUTS, & WASHERS SHALL BE ZINCCOATED - STEEL, GALVANIZED STEEL, STAINLESS STEEL, OR ALUMINUM ALLOY 2024-T4 OR 7075-T5. TEKS'ANUSHEET•METALSGREWS SHALL BE SAE GR. 2 MINIMUM OR -EQUIVALENT. 24. STEEL SURFACES TO BEYI.ACED'IN-DONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT.OFZINC'CHROMATP PRIMER OR SHALL BE GALVANIZED. TITAN II FOLDING SHUTTER WIDTH UNLIMITED 1 TYPICAL ELEVATION 1 N.T.S. ENTER ELEV (SLAT SPAN SCHEDULE WIND PRESSURE (+F) MAXIMUM POSITIVE PRESSURE SLAT SPANS :Al PRESSURE REACTION AT TOP& BOTTOM 30 Pat 144.0' 1440 180 RJR 35 Pat 80.0' e0.0' Be RJR 109.a• 100.0' 146 RJR 144.0" 144.0" 210 TIM 40 PSI 60.0' WAR 100 t04t 100.0' 100.0' 1976'R 144.01 144.V 240 Brit 48 Pat 60.0' 80.0' 115 dR 97.0' 670 1870JR 139.1' 144.01 276 RJR 50 Pat 60.0' BMW 125 RJR 89.U' 69.0' 187 RJR 100.0' 100.0' 208 WR 120.0' 120.0' 2501A 138.2' 144.0' 300IbM 65 pat 50.0' 80.01 138 RJR OW 81.01 1871G1t 100.0' 100.0' 229 RJR 120.W 120.0' 275 M 1337 144.0' 330 0YA B0. • 150 RJR 80 paT;' i 100.v=- -100.0° 250 - 130.1' 138.4" -348 - 85 WI 59.0' 59.0' 1600ri1 92.01 92.0' 249 Brit 100.0" 100.0' 271 MM 127.6' 133A' 380 RJR 70 pat 60.0' 60.01 176 RJR t0o.0' 100.0' 292 mRt 126.Y 1 120.1' 374 RJR 75 Pat 59.0' 690 187 Brit 100.tl' 100.0' 313101R 123.1' 123.8' 387168t 60 par 119.9' 119.8' 4001ML 90 at 113.0' 113.0' 424 0rit "100 p4f� • .107.2''._ -71 .Y - 4471hTt„ 120 Pat se.T 98.7' 484 Brit 130pa1 092' BB.T 483 mRt 140 pat , 829' 62.9' 1 484 RJR 150 pst 77.3' T7.9' 483 QrR 180 Pal 72.5 728' 483 mot 170 pat Bar BB2' 483 mIR 180 Pat 64A' 6/.a• 48311JR 190 Pat 1 61.1• 81.1' 4B4 mLR 200 Pat 1 58.01 58.0' 489 Brit SLAT SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN SLAT SPAN SafEDULE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE POSITIVE AND NEGATIVE DESIGN PRESSURE. MINIMUM OF POSITIVE OR NEGATIVE ALLOWABLE SPANS SHALL GOVERN DESIGN. 2. THIS SCHEDULE MAYBE USED FOR ALL MOUNTING CONDITIONS LISTED HEREIN. 3� USE 'REACTION AT TOP & BOTTOM'TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CONNECTION CAPACTFYSaIEDULES. 4. ® DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. L LT 2 U a9 s ` Lu 43 � G 1 84 J 0 LL I �4.365 2.725 0.697" 3.834' 2.500"--1 FR3.120.062°TYP° g150.045°TYP 8 R004R0.123' R0.123° kRO.0674'r ° d R0.154° R0.1540.062' TY.5'N 1 SLAT 2 L-END 3 FLAT END N.7.S. 6063-T6 ALUM N.TS. 6063 T5 ALUM N.T.S. 6063 TS ALUM 6 WALL HEADER N.TS. 6063-TS ALUM 0.093' n tV 1 0.093° 0.090' 2.686'-� BOTTOM 10 TRACK ADAPTER N.T.S. 6063-T6 ALUM 3.715° u.. 0.609' a 2.074' io 0 o � 1.264 TYP �264°--} ALTERNATE WALL HEADER 6063-TS ALUM 0.093° -tt-0.050' �o Cl 2.696" N OA93" 0.093° 0.070" j I �3.61 �-1- f 4.446°-} ALT. BOTTOM gTRACK ADAPTER i'i' N.T.S. 6063-TS ALUM �2.9 0.0 0.062' 0.125" T 0.688' Ie OUTSIDE CENTERPIECE 4 N.T.S. 6063-T6 ALUM 2.725° 2.012° o.loo° rrP t-1.264°-1 8 CEILING HEADER N.T.S. 6063 TS ALUM " 0.500' 0.2�0*f 0 rri 0.062. TYP. OPTIONANON STRUCTURAL) BOTTOM 12 RAIN GUARD N.T.S. 6063-T6 ALUM 1.904' 0.688 ao 0.062° TYP. aZ N ILwru INSIDE CENTERPIECE 5 ZQ�� Ana a�$ $$¢$ w a N.T.S. 6063-T6 ALUM -vj eme w 3: fA a+Y 0WM °i0€ 2.657'� 0° .600 G. �i ti 0Typ U o ,Ny L y E -t 0.804"Y L J BOTTOM 9 SILL TRACK 3: x T En E 3� a 9 N.T.S. 6063-76 ALUM r6 z�af� 0 33 Q LL }-5.000"� 0.125" TYP �3.331--1 ry 2X4X1%8'' 2 X 5 X 1/8° c 0.124` L -1- I ' 0.876"�---} BUILD -OUT NON STRUCRIRAO) ANGLES RAIN HOOD 13 N.T.S. 6063-T6 ALUM 14 N.T.S. 6063-TS ALUM 11-FSC-0002 P0 3 7/16' STAINLESS STEEL I,1NCHOUR (ACING- ROLLER HOUSING die' ALUM POP R SCHEDULE 2 OR 3- RTVETS ®24° O.C. OPTIONAL RAIN HOOD m r.>_ __r(NON_STRUCfURAL) fl NYLON ROLLER EXISTING HOST STRUCTURE EXISTING �%6' ALUM POP HOST RTVETS @ 24' O.C. STRUCTURE %OPTIONAL RAIN HOOD (NON-STRUCTURAL) 0.437" MAX I NYLON BUSHI HIAY G OMA (fYP) X 7/16° #10 X 2-1/2" S.M.S. STAINLESS STEEL nw as w j5 OPTIONAL RAIN GUARD N FJ HEXXISST NG in (NON STRUCTURAL le STRUCTURE II 7/16" POP.431 ALUM POP RIVETS II 0.437" OMAX BOTH SIDESI MAX TOP LIP OF PARTS #9 3/1 10 AND 11 MAY BE - POT CUT AT LINE SHOWN WHEN ALT. RIVET LOCATION IS USED. O1 ti £ f ty(yCON.T CONN TYPE Cl: ANCHOR SPACING PER ALT. RIVET LOCATION: N I tV `�ocn�a"r0u `7/16" WALL FACE 1 MOUNTING SECTION 3 6° = 1'-0° VERT SECTION OPTIONAL RAIN GUARppp---�� (NON STRUCTURATL 1 Iw th POP RIV UTMS �I� OMAX a BOTH SIDES I I EXISTING 3/16' AL 'D I @ 101 O. STRUCTURE tit I ry NN SPACING N I OR 3 (ST STAGGER LLl SPACING EXISTING HOST -•!c ... 11A STRUCTURE Eq Eq TRAPPED z MOUNTING SECTION 3 6' = 1'-0" VERT SECTION —CONN TYPE C4: 1/4" X 3/4" TEKS OR ° ANCHOR SPACING PER 1/4' X 3/4" BOLTS W/ Cl SCHEDULE 2 OR 3 NUTS & WASHER @ 6" O.C. 2X3X1 2X4X1/8' 3ia"ALUMPOP,,�>'. 2 X S X 1/8' RIVETS @ 24u O.C. ` ALUM ANGLE EQ ZrEq t rOPTIONAL RAIN HOOD (NON-STRUCTURAL) - CONN TYPE CS: ANCHOR SPACING PER SCHEDULE 2 OR 3 LIANGLE LEG MAY TURN UP OR DOWN NQTE; HEADER AND SILL DETAIL CAN BE USED IN ANY COMBINATIONS 2 X 3 X 11W 2X4X1/B' v 2XSX1/8° MIN. 0.437" MAX w I ALUM ANGLE 1t�11 a' MAY BE CEILING ce CONN TYPE C5: HEADER OR 9W t ANCHOR SPACING ADJUSTABLE SILL U 0 % PER SCHEDULE 2 PER DETAIL 213 SEE OR 3 TOP TRACK FOR EXISTING HOST EXISTING WOOD STUDS tG=D.55 MIN.) SPACED AT 24" O.C. MAX. II II TEAS EN H T CONN TYPE C4: EQ—} ANGLE. ILJ d $oil O 1—E9 ANCHOR SPACING ADJUSTABLE SILL FASTENERS: PER SCHEDULE Mg 2 OR 3 Y/4" X 3/4' TEKS W/ 5/6° _.' r. WASHER OR 1/4' X 3/4° BOLTS W/ NUTS &5/8° WASHER @4°O.C, _o g BUILD -OUT q�9� �. 3 MOUNTING SECTION Z I g 6" = V-0° VERT SECTION Q 1°x4"z0.125° 6063-T6 O ALUMINUM TUBE 2 1/4" LAG SCREWS W/ 2" MIN. THREAD PENETRATION AND 3/4" MIN. 1(3) EDGE DISTANCE PER STUD film -� MAYBE CEILING HEADER ORADJUSTABLE SILLPER DETAIL �/3. SEE 3/3 FOR �ea ADJUSTABLE SILL FASTENERS TO ANG 2X3X1/8° 2X4X1/B" WA�1AM NG 1 � 11-FSC-0002 PAaN Dl�WPTIONt ALT TRACK ADAPTER STAGGERED ANCHOR MOUNT TO WOOD STUDS 4 MOUNTING SECTION' 5 SPACING DETAIL 5 MOUNTING SECTION 3 6" - 1'-O" VERT SECTION 3 6" - 1'-0' 3 6' = 1'-0° VERT SECTION EXISTING HOST STRUCTURE ANCHOR SPACING PER SCHEDULE 2 OR 3 RAIN HOOC Imp? ,000 I # 14 TEKS @ 6' D.C. (1-1/4" PER SCHEDULE 2 MIN. OR 3 EXISTING HOST STRUCTURE ALT WALL FACE MOUNTING SECTION 4 6" v 1'-0" VERT SECTION ANCHOR TYPE SCHEDULE: A. 1/4' TAPCON (BY ITW), WITH 1-3/4' MIN EMBEDMENTTO CONCRETE (3192 PSI MIN), OR 1-1/4" MIN EMBEDMENT TO HOLLOW BLOCK. B. #14 SMS WITH POWERS SCRU-LEAD INTO CONCRETE (3000 PSI MIN), 1-1/2" MIN EMBEDMENT. C. 1/4' ALL -POINTS SOLID SET ANCHOR, WITH 7/8' MIN EMBED INTO CONCRETE (3000 PSI MIN) OR INTO HOLLOW BLOCK. D. #14 SMS/A!G SCREWS INTO WOOD (S.G. 0.47), 1-I/2' MIN PENETRATION. E. #14 SMS TO MIN 129a STEEL STUDS WITH FULL THREAD PENETRATION O CONNECTION CAPACITY SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE A B C HOLLOWSLOCK ANCHOR TYPE A C WOOD ANCHOR TYPE D STEEL ANCHOR TYPE E 24 385 LIFT 1 125 LBIFT 326 LBIFT 85 LBIFT 201 LIFT 163 LBIFT 216 LIFT CI 12 731 LBIFT 260 UYFT 549 LBIFT 171 LBIFT 402 LIFT 326 LBIFT 433 LIFT 9 974 LITT 334 LBIFT 865 LBIFT 228 LIFT 538 LBhT 434 LIFT S77 LBIFT e 1461 LIFT 1 501 L9/F'T 1298 LBIFT 242 LBIFT 804 LBIFT 851 LBIFT 885 LBIFT _ O �__:_ ^777LRIFT,11 100 LBIFT 296 LBIFT 84 L&FT 169 LBIFT 110 LBIFT 191 L&FT C2 5 150 LBIFT 444 UVFT 141 LBIFT 263 LIFT III LIFT 265 LBIFT 9. ; _ I LIFT 1 300 LBIFT 888 LBIFT 282 LIFT 507 LBIFT 331 LBIFT 672 LBIFT =.0. - - •260 LIFT • 90 LBIFT f - 3181 61 LBIFT 151 LBIFT 101 LIFT 170 LIFT 150 LBIFT 1141 LBIFT 253 LEfFT 168 UNFT 286 LBIFT — 3' 751 LBIFT+ 270 LIFT - 88 LBIFT- 244 LIWT 4S4 LBIFT 303 LIFT 608 LBIFT 9 216L 78 LIFT 203 53 LBIFT 126 LIFT 102 LBIFT 135 LWFT C4 6 342 LBIFT 117 LBIFT 304 LBIFT 80 LIFT 186 LBIFf 162 LBIFT 202 LIFT 3 884 LBIFT 234 LBIFT III LBIFT 180 LIFT 378 LITT 305 UNFT 405 LBIFT 9 365 LIFE 125 LB/F'T 324lBIFT 85 LIFT 201 LBIFT 183 LIFT 218 LIFT C5 6 W7 LBIFT 188 LIFT 486 LBIFT 128 LIFT 301 LBIFT 244 LBIFT 324 LIFT 3 1084 LIFT 376 LBIFT 172 LIFT 258 LBIFT 502 LBIFT 488 LBIFT 648 LBIFT 12 432 LIFT 158 LBIFT 468 LBIFT 150 UB/FT 265 LIFT 172 LBffT 300 LIFT CB 9 578 LIFT 208 LITT 622 LIFT 199 LIFT 354 LBIFT 229lBIFT 400 LBIFT 6 WS LBIFT 319 LIFT 933 LIFT 299 LBIFT 530 LIFT 344 LBIFT 599 LIFT C7 a 173 LIFT 59 LBIFT 164 LEITT 41 LBIFT 95 LBIFT 77 LBIFT 103 LBIFT 3 347 LBIFT 119 LIFT 308 LIFT 81 LIFT 191 UIFT 155 LIFT 205 LIFT C8 9 283 LIFT 87 LIFT 252 LBIFT 66 LBIFT 159 LBIFT 128 LBIFT 168 LBIFT e 42B LIFT 148 LBIFT 378 LIFT 99 LIFT 234 LIFT 189 LIFT 252 LIFT OCONNECTION CAPACITY SCHEDULE F71R GFm I/'R1 M4SnNCV 461r- - n,er rce CONNECTION TYPE ANCHOR SPACING CONCRETEANCHOR TYPE A C HOLLOWBLOCK ANCHORTYPE A C 1°EDGE DISTANCE 2"EOGE ' DISTANCE 1"EDGE DISTANCE 2°EDGE DISTANCE 24 311 LIFT 286 LIFT' 78 LBIFT 191 LBIFT 12 022 LIFT 672 LIFT III UBIFT 382 LBIFT C7 9 830 LIFT 782 LBIFT 208 LBIFT 609 LBIFT 6 1245IB/FT 1 1143 LIFT 313 LB/FT 784 LIFT 9 111 LIFE 1 258 LIFT 64 LIFT 1144 LIFT C2 0 177 LIFT 368 LIFT 95 LIFT 218 LBIFT 3 364 LIFT 775 LIFT 191 LIFT 433 LBIFT 9 112 LIFT 229 LIFT 67 LIFT 130 LBIFT C3 8 177 LIFT 358 LIFT 95 LIFT 218 UB/FT 3 338 LBIFT 680 LIFT 171 LIFT 391 LIFT 8 194 LBIFT 178 LBIFT 49 LIFT 119 UB/FT 04 8 291 LIFT 266 LBIFT 73 LBIFT 179 LIFT 3 563 LIFT 535 LBIFT 148 LB/Frf 358 LIFT B 311 LIFT 285 LIFT 78 LIFT 191 LIFT C5 8 466 LIFT 428 LB/FT 117 LBIFT 285 LIFT 8 932 LIFT 850 LIFT 234 LIFT 672 LIFT 12 181 LBIFT 407 LIFT 100 L8/FT 225 LIFT CB 9 241 LIFT 542 UBIFT 133 LIFT 300 LIFT e 381 LBIFT 814 LIFT 199 LBIFT 450 LIFT e 146 LIFT 138 LIFT 37 LBIFT 01 LIFT 3 296 LB/FT 271 LIFT 74 LBIFT 1B1 LIFT 9 241 LBIFT 222 LIFT 81 LIFT 148 LBIFT CB 6 382 LIFT 333 LIFT OIL 222 LBO-T 2" X 4" X 1/4 CONT.ALUM ANGLE 214-20 MACHINE SCREW & LOCK N�7V 1" FROM ENDS AND 6" O.C. MAX OR - 1/4" TEKS SCREWS 1' FROM ENDS AND A' O.C. MAX. Nx 'DENNAR, 5.4r _ :qr ! IIuIuI''II b N MIN. 3000 PSI CONCRETE MAX ANCHOR NOTE: SEE ANCHOR REQUIRED SPACING SCHEDULE AND POSINEG 174°AU- NOTES FOR PRESSURE "VITW POINTS REQUIRED ANCHOR TAPCON SOUD•SET EMBEDMENTS. EDGE DISTANCE IS 2-1/2° 110 PSF 3' 3' MINIMUM. CONN CAPACITY SCHED NOTES: 37 PSF 9° 1. CHOOSE COMBINATION OF CONNECTION TYPE, I ANCHOR SPACING, & ANCHOR TYPE SUCH THAT CONNECTION CAPACITY IS EQUAL TO OR GREATER 1/4-20 MACHINE SCREW & LOCK NUT THAN "REACRON AT TOP & BOTTOM' AS GIVEN IN SLAT I' FROM ENDS AND SPAN SCHEDULE. 6" O.C.MAX OR 2. CONNECTION TYPES SHALL BE AS SPECIFIED IN 1/4° TENS SCREWS � APPROPRIATE MOUNTING SECTION DETAILS. 1" FROM ENDS AND in 3. WHEN USING SCHEDULE 2, ENSURE MINIMUM 2-1/2' EDGE DISTANCE FOR ALL ANCHORS TO 374" O.C. MAX. m CONCRETE & TO HOLLOW BLOCK. —L 4. WHEN USING SCHEDULE 3, MINIMUM EDGE 1/2' DISTANCE FOR ANCHORS TO CONCRETE & HOLLOW BLOCK SHALL BE AS NOTED IN SCHEDULE. 5. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR TYPE SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 2° X 3" X 1/ 4° 1/ 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE f CONT. UM WITH MANUFACTURERS' RECOMMENDATIONS. 7. WHERE EXISTING STRUCTURE IS WOOD ANGLE FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. S. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN _ IN 3000 PSI MIN. CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (I.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO 1' Fri WOOD FRAMING). 9. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM Ir1A7C ANCHOR NOTE: SEE ANCHOR ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE REQUIRED SPACING SCHEDULE AND SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE POSINEG 1N•ALL NOTES FOR SHALL APPLY. PRESSURE 1ZQ REQUIRED ANCHOR ID-SEf 10. MACHINE SCREWS SHALL HAVE MINIMUM OF TAPCON SO EMBEDMENTS. EDGE 1R° ENGAGEMENT OF THREADS IN BASE ANCHOR AND DISTANCE IS 2-1%2" 1f0 PSF 3° 3" MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O. MINIMUM. 65 PSF B" 0" 11. �� DESIGNATES ANCHOR CONDITIONS 37 PSF 1 0° 0° WHICH ARE NOT ACCEPTABLE FOR USE. . ALT TRAPPED . 2 MOUNTING SECTION ,4 6' = 1'-0" VERT SECTION N 0 w U z o 0 � {LSeT/ 99 En Z GI r, J 0 11-FSC-0002 4 STANDARD COUNTER -TOP %11 MOUNTING SECTION 5 6° = 1'-O" VERT SECTION MIN 2x4 EXISTING WOOD TRUSSES AT 24' O.C. MAX (S.G. 2 0.51), OR 16 GAUGE METAL STUDS AT 24' O.0 MAX. (3) #14 SMS WITH 2" MIN. PENETRATION AT EACH WOOD RAFTER, OR (3) *14 TEKS AT EACH 16 GAUGE METAL STUD. - 1/4" PLYWOOD EXISTING SOFFIT 2°x4"xl/8" ALUM ANGLE ,2"x5"x1/B° ALUM ANGLE, 1/4'x4" ALUM BAR, 1°x4"xl/8" ALUM TUBE, OR 7/8"x4"xl/B° EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES & SUPPORT TRACK. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME. HEADER TO TRUSS '41 MOUNTING SECTION 5 6' - 1'-0' VERT SECTION # 14 TEKS 06'O.C. SPACING AS NOTED POLYCAR EACH SII a Q� O.� N b N ¢ F rt en 3 x5x 1/8. OR LARGER ALUMINUM ANGLES OR BENT PLATE (3° LEG AT WALL) ALT COUNTER -TOP t-21 MOUNTING SECTION 5 6" - 110" VERT SECTION HOST SPAX 4TUTBESSrf7i�ULEY 3/4" TEKS OR 1/4° BOLTS W/ NUTS & :R [a16" O.G goiii� 1 EO�n� r m Z Za¢Q r U �p E¢om• FF ANCHORS MAY BE INSTALLED z IN MULTIPLE ROWS AS N O = NECESSARY. SEE SPAN TUBE z S W N SCHEDULE NOTE #2 (Y MAX DESIGN LOAD - t72 PSF N N 4'S 5 SPAN TUBE MOUNT 5 6" - V-0• VERT SECTION ®E Y1 m i \ :� POLYCARBONATE 1D o U W }!J e SNAP -IN END CLIP �w 2 `.. a� ZL^�� z V fi m 0J a W �93qq3�1� IN NOTES: (2 WINDOWS MAY BE IN ONE SLAT SPACED A NIMUM OF 24' APART. WINDOWS MAY BE LOCATED EVERY (IOj SLATS. SEE GENERAL NOTE #9 FOR POL CARBONATE NOTES. OPTIONAL �31 SLAT WINDOW DETAIL VERT SECRON SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBEROFTENS NEO TUBE SHUTTER SPAN SCR ANCHOUMBRRSF P ER SLZE SPAN END TOP BOTTOM TOP BOTTOM TOP BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE 80" 108.8' 113.1' 2 2 7 7 2'XC X0.125' 86.0' 89.4' 3 3 9 9 144' 70.2' 73.W 3 3 11 11 80' 134.4• 140.3' 3 3 B 9 2'x4' X0.2w BB° ' 111.1' 115LW 3 1 3 11 11 144° 1 90.7° 84A° 4 4 14 14 80" 1111' 135.2" 2 3 9 B 2'x9' X0.125' 98' 101.7' 108.8° 3 3 10 10 144° 83.1' 1 87.3' 4 4 12 13 80° 129.1° 157.0' 3 3 8 10 2w X0.125' or114.8' 121.1• 3 4 11 12 144' 95.0` 101.3" 4 4 14 15 SPAN TUBE SCHEDULE NOTES: 1 E 2 x2 MIN84 NUM., XIMUM ANGLES. ANGLES MAY BE 1/8 OR 1/4" THICK 6063 AWMI 2. NUMBER OF ANCHORS PER END" INDICATES NUMBER OF TOTAL ANCHORS IN THE ANGLE AND TUBE END. ANCHORS MAY BE INSTALLED IN MULTIPLE ROWS AS NECESSARY IN THE ANGLE PROVIDED THAT THE MINIMUM ANCHOR SPACING INDICATED IS MAINTAINED. TUBE END SHALL HAVE A MINIMUM OF () ANCHORS. 3. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOGETHER, BEAM MUST BE LIMITED TO TOP BEAM SPANS. 4. SPAN TUBES MAY BE USED IN A MID -SPAN CONDITION WITH SHUTTERS SPANNING ABOVE AND BELOW THE BEAM. MID -SPAN TUBES SHALL BE LIMITED TO TOP BEAM SPANS, WITH THE SHUTTER SPAN TAKEN AS THE SUM OF THE SPANS ABOVE AND BELOW THE BEAM. S. LAP BEAMS ARE NOT ALLOWED. 6. ALL BEAMS AND ANGLES TO BE 6063 T6 ALUMINUM. 1 N . .TION TO PLACE IANGLE OUTSIDE OF FLAT END ANCHORS A, B, C, OR @ la"O.C. 2X4XI/.B4OR - ALUM ANGBLE AS REOD. AT COND CUT 3/16" POP RIVETS OR 1/4" X 3/4° TEKS @ 18' O.C. BUILD-OUi END CONDITION 1X1 X1/16. OR IX2X1/16" ALUM ANGLE (TYP) FOR END CONDITION @ BUILT -OUT SEE DETAIL LEFT 3/16' POP RIVETS OR 1/4" X 3/4" TEKS @ 18' O.C. WALL FACE END CONDITION END PIECES MAY BE 'FLAT END" OR °L-END" g 10 X 3/4" TEKS OR %6' POP RIVETS @ 12" O.C. END PIECES MAY BE 'FLAT END" OR °L-END' MIN GLASS SEPARATION GLASS SEPARATION NOTES 1. GLASS SEPARATION REQUIRED ONLY IN HVHZ, .(REQUIRED ONLY IN HVHZ. ASTM WIND ZONE 4, AND ESSENTIAL FACILITIES. ASTM WIND ZONE 4. 2. FOR USE OUTSIDE HVHZ, ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES) AND ESSENTIAL FACILITIES, PRODUCT HAS BEEN SLAT SPAN 5 96,51: 2.25' DESIGNED AS A NON -POROUS SYSTEM & HOST SLAT SPAN 5 144": 3.25" STRUCTURE MAYBE DESIGNED AS ENCLOSED. LEVERS J h (INSIDE OR OUTSIDE) (2) PA 3/B" 0 PLASTICTHUMB SCREWS 30' ART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) /'F�N HORIZONTAL_ SECTION 6 6' = 1'-0" HORIZ SECTION 2 3/8' 0 PLASTIC THUMB SC 30'APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) 2 xCDRNER POST A TAI�NN�M�SEE CNTT D EXISTING HOST SSTMRUCTUP 2 CORNER POST PER ANCHOR SCHEDULE HORIZ SECT r-2'x2"x 1/6" TUBE TERNATE WALL Vi FOR ONE OR BOTH ANGLES XX ,8II9 �41 END LOCK ANGLE 6 6' - 1'-0" HORIZ SECTION #14 x 3/4" TEKS OR )A 2"X2" 6" POP RIVETS PER x0.125" ,LE ALUMINUM ' 0 TAPCONS )R TYPE A, TO PER ANGLE L1-1/2' x 2" x 1/8" MIN ALUM ANGLE TOP & BOTTOM OR TO WALL CORNER POST 3 ATTACHMENT 6' = V-0" ISOMETRIC (2) 3/16" POP RIVETS, EACH LEG OF 2'x2" ANGLE BUILD -OUT MOUNTPER I WY -FACE- IL/ b / DETAIL 3/3 OPENING(OAS SHOWN R II TOW II 1/2' MIN, TYR NOTE: SIMILAR AT HEAD AND SILL AND BOTH 2"x2"x0.12S" EXTERIOR ELEVATION SIDES OF ALUMINUM ANGLE SHUTTER PLAN VIEW A -A �51 OPTIONAL SIDE ANGLE N.T.S. LOCK 1/4" X 3/4" TEKS OR GLASS 3/16" POP RIVETS- @ 1B" O.C. TRAPPED END CONDITION ANCHORS A,B,C OR D 18' O.C. F TRAPPED j, END CONDITION WITH FLAT END SLAT DIRECTION SHOWN MAY BE MIRRORED TO OPPOSITE DIRECTION (FOR INSTALLATIONS WITHIN THE HVHZ, ASTM WIND ZONE 4, AND ESSENTIAL FACILITIES, MINIMUM GLASS SEPARATION MUST BE MAINTAINED). #10x/4" TEK SCREWS ATTACHED TO ONE CENTERPIECE @ 12" O.C. (2) 3/8" 0 PLASTICTHUMB SCREWS 30" APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) NOTE: FOR INSTALLATIONS N WITH SHLTTER SPANS 5 36", PMpVH ONLY (1) THUMBSCREW IS REQUIRED AT THE SHUTTER �P0. 4 ORQS MIDSPAN, TYPICAL FOR ALL DETAILS SHOWN HERE. 2"x2"xy" 6063-T6 CONTINUOUS ANGLE 4 OROS ALTERNATE LOCKING SLAT �51 CORNER LOCKING DETAIL 6"=1'-0' HORIZ SECTION BUILD -OUT TVa.31 S LAS533 C: ILI] MOUNT PER @ MIDSPAN DETAIL 3/3 (7}A{PART BE INSTALLED INSIIDE I OR OUTSIDE) %1 END LOCK ANGLE HORIZ SECTION j t`I 'S4 Q� " '4 9 9 ~W oL a d U Z „ o in El0 _9 Z��i LaS LL 11-FSC-0002 6 RECEIVLD FEB 141017 To: Dave Johnson From: William Negron @,Home Depot (772-203-8990) Date: 02/14/2017 Regarding: Klaus Bywaletz 8104 Lakeland Blvd Ft. Pierce, -FL 34951 Permit #: SLC 1508-0420 SETTLEMENT AND RELEASE AGREEMENT This Settlement and Release Agreement is made and entered into between The Home Depot, THD At -Home Services, Inc. ("THD") and Klaus Bywaletz ("Customer") upon the date of execution. WHEREAS, disputes have arisen between THD and Customer regarding Job # 8476469 (hereinafter referred to as "The Transaction"). WHEREAS, upon execution of this Settlement and Release Agreement by both THD and Customer, THD and Customer agree to release, waive and remise all claims between them relating to or in any way concerning The Transaction Monies; NOW THEREFORE, for and in consideration of the mutual covenants, agreements, promises, releases and payments provided for herein, the receipt and sufficiency of which is hereby acknowledged by each party hereto, THD and Customer agree to the following settlement: 1. THD agrees to issue a check for $7,500 in collaboration with the termination of the Home Depot Roofing Contract. Completion of the project will be conducted under a different contractor of the customers choosing. The customer will have 60 days starting from the date of the check deposit to process a " Change of Contractor" with the municipality. All warranties will be NULL and VOID. 2. In exchange for the reduction and check amount in Paragraph 1 above, Customer releases and discharges THD and its officers and employees from any and all claims, causes of action, and liability of every kind which Customer had, or may have arising from or concerning the Monetary Transaction. 3. In exchange for the releases in Paragraph 2 above, THD fully releases and discharges Customer from any causes of action, and liability of every kind which THD had or may have arising from or concerning The Transaction. 4. This Settlement and Release Agreement is to be construed and enforced under the laws of the State of Florida. 5. This Settlement and Release Agreement constitutes the entire agreement between THD and Customer and supersedes all prior negotiations and discussions which are merged herein. 6. The parties acknowledge that they have read and fully understand this Settlement and Release Agreement and that each has executed this Agreement freely and without compulsion. CUSTOMER Klaus Bywaletz A*�'01 Home Depot Christopher Messon FEB 4 417 RECEIVED FEB 14 2017 WINDOW CONTRACT AMENDMENT / CHANGE ORDER BRANCH: Miami ORIGINAL SPEC SHEET #: The undersigned parties agree to amend the contract dated _08/14/2016_ the "Original Contract") between Home Depot U.S.A, Inc. ("Home Depot") and _Bywaletz_ (the "Purchaser") relating to Job #_8476469_ and hereby authorize the changes specified below. CHANGES TO SPECIFICATIONS $ Increase / List any additions, revisions, or deletionsfrom the picing Worksheet, and specify QUANTITY (Decrease) Issue Customer a Check for $7,500.00; Negotiated Compensation -$7,500.00 i Net Increase (Decrease) in Contract Amount: -$7,500.00 The Contract Amount shall be amended as follows: Contract Amount' Increase (Decrease) Plus: Sales Tax2 Amended Contract Amount Less: Original Deposit Balance Due on Completion $ $1,800.00 $-$7,500.00 $-$5,700.00 $ $1,800.00 $ 17,500.00 Will the Installation be delayed?: [ ] Yes [ ] No 'kILS / COMMENTS: Negotiated Compensation SUBMITTED BY: Christopher Messon 12/28/2016 Sales Manager Date ACCEPTED BY: Homeowner Date Homeowner Date APPROVED BY: BSM / RSM Date Div. Mgr. Date CHARGE BACK INFORMATION (if applicable) CHARGE TO AMOUNT REASON 1 If the Contract has been previously amended, use the amended Contract Amount (not the original Contract Amount). P Sales Tax is applicable in Mississippi and Washington (State) only. 9-12-06 SFC-W-VW