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Home My WebLink AboutSUBMITTED PAPERS�4 (JU V 1 Lam. V l %' V I L. — V l.. 1, 1-i✓ L y Ur L/ 't ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: �°� SCANNED Permit 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 Commercial " Residential PERMIT APPLICATION FOR: Shutter PROPOSE'D,IMPROVEMENT,LOCATION •_ s Address: 3704 N A1A 704, NORTH HUTCHINSON ISLAND FL 34949 Legal Description: GRAND ISLE OF NORTH HUTCHINSON ISLAND CONDOMINIUM (OR 2231-1190) UNIT 704 (OR 2257-1721; 3468-2239; 3470-815) Property Tax ID #. 1423-807-0025-000-0 Lot No. Site Plan Name: Block No. Project Name: MCK HOLDINGS LLC Setbacks Front Back: Right Side: Left Side: 5T141I �C c7 ;2) � L)IT;�`A's . Additional worK to be ertormed under tnis permit — cnecK all apply: �HVAC Gas.Tank ❑Gas.Piping 2Shutters .a Windows/Doors Electric 0 Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: . Cost of Construction: $(a 3 (o3 Utilities: _Sewer ❑Septic' Building Height: OWNER/LE=-S�SEE: CONTRACTOR: Name MCK HOLDINGS LLC Name: CHARLES J. STYPULKOWSKI Address:19476 HALWOOD RD Company: FOLDING SHUTTER CORPORATION Address: 7089,HEMSTREET PLACE City: GLENWOOD' State: jLd Zip Code: 56,334. Fax: Phone No.612-743-7095 E-Mail: City: WEST PALM -BEACH Stater Zip Code' 3341'31' - Fax: 561-640-8204 Phone No. 561-683-4811 E-Mail: INFO@FOLDINGSHUTTERS.COM Fill in fee simple Title Holder on next page ( if different from the Owner listed above) State or County License: SCC131150802 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. , DESIGNER/ENGINEER: ' ' _Not Ap Name: Address: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable Name: Address: City: Zip: Phone: MORTGAGE COMPANY: x Not Applicable Name: Address: City: State: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: 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 your Notice of Commencement. STATE OF FLORIDA COUNTY OF ?'), The forgairig instru knent was acknowledged before me this z . of U 8. 20 14 by JOhNin J. SM)ulkowski (Name of person acknowledging ) (Signature of Notary Public- State of Florida ) Personally Known OR Produced Identification Type of Identification Produced Commission No. 5—; !er 033 s y (SiRAYELA A. EVANS ?�n�n NOTARY PUBLIC Si�natur�e o .ntrcact® [Licerl5mld, alder STATE OF FLORIDA? COUNTY OF V The forgoJ'n'g instrupent was acknowledged before me thisXS day of P105U5 1 2014 by Cheft& StypulkoviW (Name of person acknowledging) Ste/ (Signature of Notary Public- State bf`Florida) Persona Ily,Knowny OR Produced Identification Type of Identification Produced Commission No. F-Cd 33 �7 (Seal) PAMELA A. EVANS 30 a Comm# EE033967 a STATE OF, FLORIDA Revised 07/15/2014 ' ME IS Expires 10/11/2014 � _ _= Comm# EE033967 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED JOSEPH E. SMITH, CLERK_ OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3986363 OR BC,' ` 3663 PAGE 1868, Recorded 08 �/2014 at 12:28 .t— I I --� 09072QI140/;2_-SLG Prepared by and Return to: Folding Shutter Corporation 7089 Hemstreet Pi West Palm Beach, F133413 Permit Nn 0 PA.2 NOTICE OF COMMENCEMENT Tax Folio No. W2b 807-002S` 00Q_0 State of Florida County of St. Lucie 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. Legal Description of Property: (and street address If available): Greta jac at Aryah hr.•�•1rin.rc__iSlawi ttlnatim:n: orn �� 2>.1-lrTl) rw'►7/4/Af e97�r�1 G - fsor glf70- 5) 37OZ NA2A 70t{ A/Q16h HVtch�ns0t1 rslanof, 349yf General description of Aprovement: III 1'a.111n m H&rr;e Ae . LlHt:/' f Owner information or Lessee Information Ifthe Lessee contracted for the Improvement: Name MLK 14A1af.A09 /LG Address _iTy7G H�NLd Rd, klea �.anf ma slmw Interest In property: �[t)11t' i Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: 7M He SJf&11P A W[r¢Tat hrwek R M6jg Phone Number::574 f Surety (if applicable, a copy of the payment bond Is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1) (a)7, Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Uenoes Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the 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 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y UR DER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECOR G YOUR NOTICE OF COMMENCEMENT. jUndeWeel:lefi. I declare that I have reae fore oing TD f comm c e�t a d facts stated there are true to the best of ��.. . �� Cl— 4rIT (Sign re of Owner or Lessee, or Owneei or Lessee's Authorized Officer/ rector/Partner/Manager (Signatory's Title/Di ice) The foregoing Instrument was acknowledged before me this IM day oLkt—A._ , 20L 11 / BY5i0lai-xi/ 'C as L1t�1 irate for MC%1_ ytX��•t No Per n Type of authority (e.g. officer, trustee) Party on behalf of whom I strument was executed P nally known_or produced Identification Ign ure o Notary Pub I - S of Flori ""�,ADAM D WADLER (Print, Type, or Stamp Commissioned Na �• ll�otary Public • Stete of FloddaT a of Identification produced �J u•f/�iE My Comm. Espirae Oct 10. 2016 _:. Commlaslon 0 EE 842433 Bonded Thraaph Nlllensl tlotery Assn. STATE Of FLORIDA ST. L•!' IE COUNTY ___..—.. •T TLIIA i a! A _ .................. 1...._,.._......_.._ o M CA 1T .j.. �-'• l_i-a_�- :.._� �L.L.._ .- ...1 1� _L _ __r._ _.-..r_._. •-- .. �.c. .... .. 1_ :_! _ 1... . .. ' .. `�,` r Ij jL, � 1_L-• -�_ .s 2_J i- .. 1 .. .. } _a ... s ._. • .1_ t.�... .1 ._. "1- • ." - __ i_t � � .. -. _.. 1 � --i..� _._i___i. �I _.►. � '.i_�i.r I-1.—l--i _°_i_... _._i._!_.�.._ .,_a_-.i_! i_..._ . ': ` y �—+_ C -r..L.-._i-' I s � .I.._�.-i•-•� -i ` .'-:-rT'.}� 1_..L� i ,-�....-,. 7 _y_1�1-+._S--.a.J-_!_:_ _._:_I_ _I..... _. _.. _ -_ , .. � .i . __ -L .i.-.:._L.. _E_ 7_ s�1 1 I :_i-l._ ��_L _s_.:-.-•�-�-�-+-+ ' : � r_.:L_....... _.__._ _,._. __ � I- /_ 1 . _ .. .. < LJ� J r tom; —p y._ __�--+r—• j .1_ i .Y�f"f4 _�L.. i._:.�_LF _I_..i_.i ._1 _� _ , 1 ._1•-. -+-�'-•I-..+ �.�._! _�.,_J-_!_.;_. Customer: KLICK Wo ier Number: 08072014012 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 55.9 60 92 74.75 97 93.75 9"o.c. 9"o.c. 2 55.9 60 92 74.75 97 93.75 9"o.c. 9"o.c. 3 55.9 72 92 86.25 97 93.75 9"o.c. 9"o.c. 4 55.9 1 60 92 74.75 97 93.75 9"o.c. 9"o.c. 04/09/2012 - F:\01 Project Files\_2010-MPS\400 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES I I EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES(PSF)-ZONE4 Roof Tributa Area S Ft Height 10 15 20 25 50. ° 30 -51.7 -51.7 -51.7 -51.2 -50.6 5 ;2 8 1 61-70 ft +51.7 +51.7 +51.7 +50.7 +49.9 +2 -52.9 -52.9 -52.9 -52.4 '51.8 5 80 ft +52.9 +52.9 +52.9 +51.9 +51.1 ++49t2 8 71 -54.0 -54.0 -54.0 -53.4 -52.9 -52. 90 ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 9.7 ft -55.0 -55.0 -55.0 -54.4 -53.9 - 100 +55.0 +55.0 +55.0 +53.9 +53.1 .4§1'.T_ + _. .7 -55.9 -55.9 -55.9 -55.3 -54.8 -54 - ' ; 110 ft +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.5 -56.8 -56.8 -56.8 -56.2 -55.6 -55.1 -54.7 -54.3 -53.9 120 ft +56.8 +56.8 +56.8 +55.7 +54.8 + 0 +53.4 +52.8 +52.3 -57.6 -57.6 -57.6 -57.0 -56.4 -55.9 -55.4 -55.0 -54.7 130 ft +57.6 +57.6 +57.6 +56.5 +55.6 +54.8 +54.1 +53.5 +53.0 -58.3 -58.3 -58.3 -57.7 -57.1 - .6 -56.1 -55.8 -55A 140 ft +58.3 +58.3 +58.3 +57.2 +56.3 +55.5 +54.8 +54.2 +53.7 -59.0 -59.0 -59.0 -58.4 -57.8 -57.3 -56.8 -56.4 -56.1 150 ft +59.0 +59.0 +59.0 +57.9 +57.0 +56.2 +55.5 +54.9 +54.4 -59.7 -59.7 -59.7 -58.4 -57.9 -57.5 -57.1 -56.7 160 ft +59.7 +59.7 +59.7 +59.1 +58.5 +57.6 +56.8 +56.1 +55.5 +55.0 -60.3 -60.3 -60.3 -59.7 -59.1 -58.5 -58.1 -57.7 -57.3 170 ft +60.3 +60.3 +60.3 +59.2 +58.2 +57.4 +56.7 +56.1 +55.6 -60.9 -60.9 -60.9 -60.3 -59.7 -59.1 -58.7 -58.2 -57.9 180 ft +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 7- 200 ft +62.1 +62.1 +62.1 +60.9 +59.9 + _ , ° "vt5' R ?+�S� T ' -62.6 -62.6 -62.6 -61.9 -61 3 6 ,7 �° 3r' ; Z59. 210 ft +62.6 +62.6 +62.6 +61.4 +60 4 + 6 ` ��+58 RAN, -63.1 -63.1 -63.1 -62.4 -618 6 ; 3Q ,e�e,j]999t 220ft +63.1 +63.1 +63.1 +61.9 +60.9 + 0 ;p8. ! -63.6 -63.6 -63.6 -62.9 -62.3 -6 .6.Za 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59. 8.6 ft -64.1 -64.1 -64.1 -63.4 -62.7 �I 240 +64.1 +64.1 +64.1 +62.8 +61.8 1.0 5.0 -64.5 -64.5 -64.5 -63.8 -63.2 -62 &"i >3 250 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 +61.5 +60.8 +60.2 -65.8 -65.8 -65.8 -65.1 -64.4 -63.8 -63.3 -62.9 -62.5 280 ft +65.8 +65.8 1 +65.8 1 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 -66.2 -66.2 -66.2 -65.5 -64.8 -64.2 -63.7 -63.3 -62.9 290 ft +66.2 1 +66.2 1 +66.2 1 +64.9 +63.9 +63.0 +62.2 +61.6 +61.0 Mean DESIGN PRESSURES (PSF) -ZONE 5 Roof Tributa Area S Ft fight 10 15 20 25 30 35 40 45 50 -94.8 -94.8 -94.8 -92.1 -90.0 -88.1 -86.5 -85.1 -83.9 61-70 ft +51.1 +51.7 .+51.7 +50.7 +49.9 +49.2 +48.6 +48.1 +47.6 -97.0 -97.0 -97.0 -94.3 -92.1 -90.2 -88.6 -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 -8580..92 90ft +54.0 +54.0 +54.0 +53.0 +52.1 +51.4 +50.8 + +-8479..6 100.8 -+55.0 -100.8 -100.8 -98.0 -95.7 -93.8 -92.1 -90.6 -89.2 @ +55.0 +55.0 +53.9 +53.1 +52.4 +51.7 +51.2 +50.7 -102.5 -102.5 -102.5 -99.7 -97.3 -95.3 -93.6 -92.1 -90.7 110 +55.9 +55.9 +55.9 +54.9 +54.0 +53.2 +52.6 +52.0 +51.75 -104.1 -104.1 -104.1-101.2. -98.8 -96.8 -95.0 -93.5 -92.1 120 ft-105.6 +56.8 +56.8 +56.8 +55.7 +54.8 +54.0 +53.4 +52.8 +52.3 -105.6 -105.6 -102.6 -100. -14.8 -93.4 130ft +57.6 +57.6 +57.6 + 484 +S4= +53.0 106.9 -106.9 -106.9 1 Ii - :6 0 -94.6 140 ft +58.3 +58.3 +58.3 +:2 �.. �` a 4.2 +53.7 150 ft -108.2 -108.2 -108.2 -1 I ?Z 0: �9 8 - 7.2 -95.8 +59.0 +59.0 +59.0 + �.� 7" -'. +54.4 -109.4 -109.4 -109.4 -10 . ` r: -- .9 -96.8 160 ft +59.7 +59.7 +59.7 +58.5 +57.% 6.1 +55.5 +55.0 170ft -110.6 -110.6 -110.6 05 ��t ON -1 Q' +60.3 +60.3 +60.3 .2 r� 7 ._.5.6 -111.7 -111.7 -111.7 -10 1,100 4 0. -98.8 180 ft +60.9 +60.9 +60.9 +59.8 +58.8 +58.0 +57.3 +56.7 +56.1 '112.8 -112.8 -112.8 -109.6 -107.0 -104.8 -102.9 -101.3 -99.8 190 ft +61.5 +61.5 +61.5 +60.3 +59.4 +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 0 It .4 +62.1 +62.1 +62.1 +60.9 +59.9 +59.1 +58.3 +57.7 +57.1 ( i 210 ft -114.7 -114.7 -114.7 -111.5 -108.9 -106.7 -104.7 -103.1 -101.5 +62.6 1 +62.6 +62.6 +61.4 +60.4 +59.6 1 +58.8 +58.2 +57.6 -115.7 -115.7 -115.7 -112.4 -109.8 -107.5 -105.6 -103.9 7102.4 220 ft +63.1 +63.1 +63.1 +61.9 1 +60.9 +60.0 +59.3 1 +58.7 +58.1 -116.6 -116.6 -116.6 -113.3 -110.6 -108.4 -106.4 -104.7 -103.2 230 ft +63.6 +63.6 +63.6 +62.4 +61.4 +60.5 +59.8 +59.1 1 +59.6 -117.4 -117.4 -117.4 -114.1 -111.5 -109.2 -107.2 -105.5 -103.9 +64.1 +64.1 +64.1 +62.8 +61.8 +61.0 +60.2 +59.6 +59.0 aQ9 -118.3 -118.3 -118.3 -115.0 -112.2 -110.0 -108.0 -106.2 -104.7 250 ft +64.5 1 +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 -105.4 260 ft +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 -106.7 280 ft +65.8 +65.8 +65.8 +64.5 +63.5 +62.6 +61.9 +61.2 +60.6 -121.4 -121.4 -121.4 -118.0 -115.2 -112.8 -110.8 -109.0 -107.4 290 ft +66.2 +66.2 +66.2 +64.9 1 +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, FLATTERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO D ORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRI DITIONI AN- WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CO "EQ F,QFt 4 ITH THESE TABLES. 2. TABLES VALID 0 L TB {pG F„ ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F PR r PE & . APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHA $ 3 6 INEER A SITE SPECIFIC CONDITION. 4. IDENTIFY THE 8 L ,.SEA AVE„ E},�, OF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF D E({K T. 5. ALWAYS ROUND,,. GfiTS ;bj ET LE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRI Eg E OP NING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) M Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SR GT 2 / ). U THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- I •LHE3' EA L._:.. RAL MULLS, IF THE TRIBUTARY SHALL BE USED. AREA OFALWAYS RO ND'W, O T E LCRITICAL SER TABLEQVALUE. FOR UARE )LARGER TRIBUTARY AREAS TH N P B SH D, S RGEST PUBLISHED VALUE. 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 (GCpi=+/-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 CDR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED-BEIN,SHAMv,5E NO VERIFIED BY THE GOVERNING BUILDING DEPARTM _ _P@RM `HOLDER$.. *- RRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE D, - 5. THIS SPECIFICA 0 I OfiI,, T „C) ER ANY PRODUCT APPROVED CERTIFICATION. RE R'k- EQQRA EL U MITTED TEST CRITERIA AND OTHER APPROVALS FOR DE G,,�ITQN�,J`1F,y,> MATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T VE I $Y; OTH Tj X, CCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL CT.tp,RQ, C3Rt,4.. TEM ORDINANCES. 7. NO CERTIFICATIO 'E J ]V"F TY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY P - ;,k.1 IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAStMIaa 616 IO�OgD-'YMdl � RH, PEAK ROOF WHICHEVER IS SMALLS },�g °(OF LEAST HORIZONTAL HEIGHT DIMENSION OR 3Fi (1r+rdCLO Ef�FFL=iN QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a SAVE HEIGHT Ic ROOF I HEIGHT 5EL 5 tiOa OO WALL ZONE FIGURES ISO R 9 m to O v o REMARKS DRWN CHKD DATE 2010 FLORIDA BUILDING CODE ENGINEERING A G o �_ ]NIT ISSUE GSS TSB 03105/12 p m -3 7 = ASCE 7-10, CHAPTER 30 EXPRESS ° <� -P �-�-I r REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m n M -0 � DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #106 �( lom - - ? ]V)+ MASTER PLAN SHEET DEERFIELD BEACH, FL 33442m \-- D -91 in O m THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PH: (954) 354-0660 FAX: (954) 354-0443 O 1 p p Z I P -P Z o RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. •'ALTERATIONS, ADDITIONS. HIGHLIGHTING, OR OTHER I ASCE 7 -10 WWW.ENGEXP.COM CERT OF AUTH #9885 O z F° O .p MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND m N Tn INVALIDATE OUR CERTIFICATION. .13dd+%�� _C. F/d"e�0:w''i4T " `RaSr�dbl�,i6aAi +•�• '• rYrm,.,;•It� BCIS Home Log In User Registration ' Hot Topics Submit Surcharge ° Stats & Facts Publications FBC Staff i BCIS Site Map Links Search j Busines��-� Professional Ibd Product Approval r: USER: Public User -. Reg,,jId,ticin Product Aooroval Menu > product or_Qpplic ion rearch > 60jiSAIjpn_.5t > Application Detail FL # FL6410-R5 +- Application Type Revision Code Version 2010 mod' Application Status Approved Comments - Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address%Phone/Emall 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 - Hard.copy Received Frank L. Bennardo, P.E. PE-0046549 PFS Corporation 12/31/2015 Jorge A. Pomerantz, P.E. Validation Checklist - Hardcopy Received FL6410 R5 COI Cert Indep.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtEkgs7kTE8Wajj2szs.:. • 3/8/2012 rloruia tsuvaing uoae vnnne Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/15/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products FL # Model, Number or Name Description 6410.1 Titan II Folding Shutter jAccordlon Shutter Limits of Use Installation Instructions I Approved for use in HVHZ: Yes FL6410 R5 II Dwo.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 design limitations FL6410 R5 AE Eval Rpt.pdf (allowable spans, mounting conditions; anchor options, Created by Independent Third Party: Yes etc.) Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone, BSO-487-1824 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 released In 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 accessibllity, please contact our Web Master at webmaster(adboL5tate fl us, Product Approval Accepts: 0 ® e he_; M sec�ttrih:urnat'� VN141pn ^ TIYr�t� 1 I V✓[A+f Y I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8 Wajj2szs... 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, 202, & 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 HAS 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 ORMQUAL 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 FAC70R. S. THE SYSTEM DETAILED HEREIN IS GENERIC'AND DOES NOT PROVIDE INFORMATION FOR A'SPECIFICSITE. •IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6. THE ADEQUACY OFTHE EXISTINGSTRUCTURE TO WITHSTAND SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7. ALL COMPONENTS SHALL CONFORM TO THEIR RESPECTIVE SPECIFICATIONS AS NOTED HEREIN. 8. ALL EXTRUSIONS SHALL BEGO6376 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 9. ALL POLYCARBONATE MATETUALS'FOR USE:WITH THIS SYSTEM SHALL BE MANUFACTURED FROM 100% SYNTHETIC THERMOPLASTIC POLYMER RESIN (UV 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,-TL TAS 201, 202 & 203 FLORIDA PRODUCTAPPROVAL•NUMBER 11. THIS SHUTTER SYSTEM HAS BT>=P1 DESIGNED ANDIESTED TO THE MAXIMUM SPANS AND CORRESPONDINGIOADS SHOWN HEREIN. 12. TOP & BOTTOM DETAILS SHOWN MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATE WHERE:NOTED AS SUCH. 13. ALL BOLTS, NUTS, & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS S1EE4 OR ALUMINUM ALLOY 2024-T4 OR 7075-TS. TEKS ANOSHEET.METALSCREWS SHALL BE SAE GR. 2 MINIMUM OR -EQUIVALENT. 14. STEEL SURFACES TO BE.P.LACED IN:ZONTACT WITH ALUMINUM SHALL BE GIVEN DNE COAT.OF ZINC'OIRDMATE PRIMER OR SHALL BE GALVANIZED. TITAN II FOLDING SHUTTER }--WIDTH UNLIMITED-} AS REQ'D i TYPICAL ELEVATION i J N.T.S. EXTER ELEV OSLAT SPAN O SCHEDULE WILD PRESSURE (a/') MAXIMUM SIATSPANS REACTION ATTOP& BOTTOM POSITIVE PRESSURE NEGATAIE PRESSURE 30 Pot 144.0" 144.0" 1 e0 RN1 35 psf 800' Our 8s m 100.0' 100.0' 148 W 144.0" 144.0' 210lbtt 40 Fit 60.0" 60.0' 100 Rm 100.0" 100.0' 1871o1R 144.0" 144.0" 240 WTI 48 psf 00.0" 60.D" 115 E6t 87.0' 87.0° 1870MR 139.1' 144.0" 276 WRt 50 psf 60.0" 60.0" 126 MR 89.0" 80.0" 187 MR 100.0' 100.0" 208 RA 12MV 220.0" 260 KM 136.2' 144.0" 300 bit 65 pot BOA' 60.0" 1381but 81.o' 61.0" 187 MR 100.0' 100.0" 229 WR1 120.0' 120.0' 276 WIR 133.0" 144.0' 330 RM f100D'vFlDO.Or'292MM 80 ' "_ ,�.25016JR 130.1 34 85 psf 59.0' 180 RYR 920' 249 MR 1o0.0" " 271 Wilt 127.6" ' 389 RJR 70 pot 80A" 175 ONt 1D0.0" ' 292MM125Z 374161R59.0' psf ' 187 MR75 100.0" " 3131b1R123.1" ' 3871htt 80 Psi 110.9" 119.9' 400MR 90 Pot 113.0- 113.0' 424 Wet 100 psf 1W.T 107.2" 4471bIR 110 psf 102.Y 1025' 4681bM 120 Pat eB.T 98.E 484 RVlt 130psf 89? 89T 483 Raft 140 psf , 829" 829' 484 W1t 150 psf 77.3' 77.3' 483 WIT 160 pot 726" 72.5" 483 MR 170 psf ear 68.2' 483 RM 180psf 64.4' 64A' 4831b81 190psf 61.1- 61.1" 484IbM 200 psf 560' 58.0" 4831bM SLAT SPAN SCHEDULE NOTES: 1. SPANS SHOWN IN SLAT SPAN SCHEDULE 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 MAY BE USED FOR ALL MOUNTING CONDITIONS LISTED HEREIN. 3. USE "REACTION AT TOP & BOTTOM" TO DETERMINE ANCHOR SPACING FOR APPROPRIATE MOUNTING CONDITIONS PER CONNECTION C4PACTTY SQfEDULES. 4. ® DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. IL U z % Q ul A q � b _ zg z?c Cga E 8 0 IL 11-FSC-0002 I "Rfl.06-74"r 0.697" .-. 0.062°TYP R0,154' oR0.123°R0.123° 4'.54" R0.154° 0.062• TYP- 1�1 SLAT L-END 3 FLAT END N.T.S. 6063-T6 ALUM ktN.TS. 6063-TS ALUM N.T.S. 6063-TS ALUM 6 WALL HEADER N.TS. 6063-TS AWM r0.093" n tV 0.093" OA90' BOTTOM n TRACK ADAPTER 'Lu N.T.S. 6063-T6 AWM 3.715° ff_� 02.07a" o� ry "f-'� 090" TYP L.2b4°� ALTERNATE WALL HEADER 7 N.T.S. 6063-TS AWM 0.093° rn t0.050' u N "O 2.696° N }0.093° 0.093" 0.070°� f-4.446"::u ALT. BOTTOM 11 TRACK ADAPTER N.T.S. 6063-T5 AWM �2.9 0.0 0.062° 0.125° i� 0.688' 1 OUTSIDE CENTERPIECE 4 N.T.S. 6063-T6AWM 2.725° ql.2:64"�PL I� ti 4.0• 8 CEILING HEADER N.T.S. 6063 T5 ALUM 0.25� m 0.062' TYR (OPTIONAL. NON-STRUCTURAL) BOTTOM 12 RAIN GUARD N.T.S. 6063•T6 ALUM 0.062' INSIDE �- 5 CENTERPIECE N.T.S. 6063 T6 AWM BUN �i p W.. M°� {--2.657• a.600^ a -i- 1.a19• c a H TYP .N. V ° e 0.062" in E L {0.884'� US Fr_ r,! SF � BOTTOM = o SILL TRACK F{� � 9 N.T.S. 6063 T6 ALUM U) 6 S o � {--5.000°� 0.125"TYP 2X2X 0 1%B° �3.331"� T' ry 2X4X4%8" 2 X s x 1/8° o 0.124' L �- 0.876'" BUILD -OUT NON-STRUoftAL) ANGLES RAIN HOOD 13 N.T.S. 6063 T6 ALUM 14 N.T.S. 6063 T5 AWM 11-FSC-0002 0 G DETAIL) CONN TYPE C2: /--'ha' ALUN POP ANCHOR SPACING RIVETS ® 24" O.C. PER SCHEDULE 2 00. 3 OPTIONAL RAIN HOOD (NON-STRUCTURAL) NYLON ROLLEI EXISTING HOST STRUCTURE EXISTING ALUM POP HOST RIVETS ® 24' O.C. STRUCTURE OPTIONAL RAIN HOOD --- (NON-STRUCTURAL) 0.437' MAX 500 PIA 0.437" 7/16" MAX NYLON BUSHINHG MAX !«10 X 2-1/2" S.M.S. STAINLESS STEEL ap W 6 EXISTING (423 OPTIONAL(NOSTTRRUNGUARD CTUURAAL) a HOST STRUCTURE g 3ALUM r7/16° 0 II —1}- 0.437" POP RIVETSLUM II 0.437" MAX ?OTH SIDES I 11 Max TOP LIP OF PARTS A9 3P/OP "A� L� 30 AND 11 MAY BED CUT AT LINE SHOWN WHEN ALT, RIVET B 10° SIDES FLOCATION IS USED. BOTH SIDES m CONN TYPE C3: I ANCHOR SPACING CONN TYPE Cl: ANCHOR SPACING PER ALT. RIVET LOCATION: N N PER SCHED 2 OR 3 SCHEDUlF2-OA 3(STAGGERED SEE 3/16°ALUM POP T STAGGERED ANCHOR SPACING IJETAIL) RIVETS @ 10" O.G 7/16" BOTH SIDES WALL FACE EXISTING HOST) Ey MOUNTING SECTION STRUCT)RE Ed g VERT SECTION TRAPPED 2 MOUNTING SECTION 3 6- = 1'-0" VERT SECTION OPTIONAL RAIN GUARD-7 (NON STRUCTURAL 3/16" ALUM POP RIVETS I I BOTH SIDES EXISTING HI ti STRUCTOST URE m I zl� a "� Nb .437" E w MAX -3/16' ALUM POP RIVETS I ® 30" O.C. BOTH SIDES TIC CONN TYPE C6: ANCHOR SFACIN6FCK bCMM 2 0 OR 3 STAGGERED SEE STAGGERED ANCHOR SPACING DETAIL) (2) ANCHORS AT ENDS 0 ANCHOR FOWL. BENNAROO MIN. MIN. 1/4" X 3/4' TEKS OR CONN TYPE C4: " - ` X 3/4' BOLTS W/ 1/4dt j ANCHOR SPACING PER NUTS & WASHER 6' :,: t. 2 SCHEDULE 2 OR 3 O C 2 X 3 X 1/8' 2 X 4 X 1/8' %6" ALUM Pdo • "- >'. 2X SX1/8' RIVETS 024'.O.C. ' ul ALUM ANGLE Eq Eq , . PTIONAL RAIN HOOD A- i : �'�,.+g•'� .. , opNp 'NON-STRUCTURAL) FMAIGLE SCHEDULE 2 OR3 I LEG MAY TURN UP OR DOWN NOTE: HEADER AND SILL DETAIL CAN BE USED IN ANY COMBINATIONS 2 X 3 X m 1/8° 2X4X1/8" 2XSX1/8°1 " uj 6! — 0 z4q q 0.437" MAX u�i Z J( W N 9 W y w Nul 0.437° MAX w u w .. .0 � wl; T rKDm-nrvGLe d c 'Iy ''CONN-Ty MAY BE CEILING � w ANCHOR SPACING HEADER OR ADJUSTABLE 2/SILL 0 Z » PER SCHEDULE 2 TOP DETAIL TRACK FOR SEE U s ER �E9 E9� W E— ,0o W S 8 CONN TYPE C4: ANCHOR SPACING ADJUSTABLE SILL FASTENERS: rU PER SCHEDULE 2 OR 3 1/4" X 3/4" TEKS W/ 5/8° s is a WASHER OR 1/4° X 3/4'. g Z g �1-1/4" BOLTS W/ NUTS & 5/8" N g MIN. WASHER @ 4" O.C. _ 9 EXISTING BUILD -OUT ��;° E 3 MOUNTING SECTION z R 3 6" = V-0" VERT SECTION Q 3 --j o 1"x4"X0.12S" 6063-T6 0 ALUMINUM TUBE / THREAD LAG SCREWS W/ 2" MIN TH. REAEA D PENETRATION AND 3/4° MIN. EXISTING WOOD STUDS EDGE i m EDGE DISTANCE PER STUD I 3 (G=0.55 MIN.) SPACED AT s S 0� 24'O.C. MAX. MAY BE [FILING HEADER BSa OR ADJUSTABLE SILL PER Ina p"e DETAIL 2/3. SEE 3/3 FOR i 9 ADJUSTABLE SILL FASTENERS TO ANGLE. d B �' 2X4X1/8° 2XSX 1/8' g� r� ALUM ANGLE I _ I �7 $ do t• 11-FSC-0002 —Bd--I ALT TRACK ADAPTER STAGGERED ANCHOR MOUNT TO WOOD STUDS 4 MOUNTING SECTION s SPACING DETAIL a MOUNTING_ SECTION 3 6" a 1'-0° VERT SECTION 6" = 1'-0" 3 6' - 1.-0. VERT SECTION EXISTING HOST STRUCTURE PACING PER 2OR3 RAIN HOOD Y (1-1/4" PER SCHEDULE 2 MIN. OR 3 EXISTING HOST STRUCTURE ALT WALL FACE MOUNTING SECTION 4 6' - 1'-0" VERT SECTION ANCHOR TYPE SCHEDULE: A. 1/4' TAPCON (BY ITW), WITH 1-3/4' MIN EMBEDMENT TO 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/LAG SCREWS INTO WOOD (S.G. _ 0.47), 1-1/2' MIN PENETRATION. E. *14 SMS TO MIN 12ga STEEL STUDS WITH FULL THREAD PENETRATION 2O CONNECTION CAPACITY SCHEDULE CONNECTION TYPE ANCHOR SPACING CONCRETEANCHOR TYPE A I B C HOLLOWBLOCK ANCHORTYPE A C YWOD ANCHOR TYPE D STEEL ANCHOR TYPE E 24 365 LOFT 125 LWFT 326 LBIFT 55 LBIFT 201 LEFT 163 UT/FT 216 LBIFT Ci 12 731 L8IF7' 260 LEFT 642LBIFT 171 LBIFT 402 LEFT 32BLBIFT 433 LEFT 9 974 LB1FT 334 UVFT 065 LBfFT 228 LBIFT 538 LEFT 434 LBIFT 577 LBIFT e 1481 LB/FT 1 501 LOFT 1298 LOFT 342 LBIFT 804 L9IFT 851 LEFT 885 LBIFT 9 277 LB/FT 100 LBIFT 298 LB/FF 94 LWFT 160 LBIFT 110 LB/FT 191 LBIFT C2 6 ME LBIFT 150 LB/FT 444 LBIFT 141 LB/FT 253 LBIFT 1 168 LOFT 288 LBIFT 3 630 LBIFT 300 LB/FT 888 LOFT 282 LOFT 5D7 LSTT 331 LBIFT FM LSIFT e 260 LWFT 90 LaIFT 283 LBIFT 81 LOFT 151 LEFT 101 UB/FT 170 LWFT C3 a 415 LBIFT 150 LBIFT 444 LBIFT 141 UBIFT 253 LB/FT 168 LBIFT 286 LSWT 3 751 LB/FT 270 LBIFT 788 LOFT 244 LEFT 454 LBIFT 303 LWFT 509 LBIFT 9 22S LEFT 1 78 LWFT 203 LEFT 53 UBIFT 126 UVFT 102 LBIFT 135 LBIFT C4 8 342 LBIFT 1 117 UEFT 314 UBIFT 60 DRIFT 118 LOFT 162 LOFT 202 LEFT 234 LWFT 608 LEFT 190 LBIPT 378 LBIFT 305 LEFT 405 LBIFT =:365 LBIFT 125 LWFT 324 LEFT 85 LBIFT 201 LBIF7' 163 LEFT 216 LEFT 188 LU/FT 488 LOFT 128 LB/FT 301 LBIFT 244 LOFT 324 LEFT 3 1094 LEFT 376 UBIFT- 972 LEFT 258 LEFT 602 LBIFT 488 LSIFT 648 UBIFT 12 432 LEFT 158 LEFT 400 LEFT 160 LRIFT 265 LSIFT 172 LEFT 300 LEFT G 9 570 LEFT 208 LB/FT 622 LBfFT 199 LEFT 354 UBIFT 220 LBIFT 400 LEFT 6 8e5 LEFT 313 LEFT 93S LEFT 299 LEFT 530 LBIFT 344 LWFT 599 LEFT C7 6 173 LEFT 59 LEFT 154 LEFT 41 LBIFT 95 LEFT 77 LBIFT 103 UBIFT 9 347 LBIFT 119 LBIFT 306 LEFT 81 LOFT 1B1 LEFT 155 LEFT 206 LWFT FT 9 283 LEFT 97 LEFT 252 LWFT 66 LBIFT 165 LBIFT 128 LBIFT 168 UBIFT 6 1 425 LEFT 1 146 LOFT 378 LEFT 99 LBIFT 234 LBfFT 189 LBIFT- 252 LB/FT OCONNECTION CAPACITY SCHEDULE FOR REDUCED MA_SDNRY ANCHOR FnrF DIS'TANCFC CONNECTION TYPE ANCHOR SPACING CONCRETEANCHOR TYPE A C HOLLOWSLOCK ANCHORTYPE A C 1.6'DGE DISTANCE 2"EDGE ' DISTANCE 1"EDGE DISTANCE 2. EDGE DISTANCE 24 311 LBIFT 288 UBIFT 78 LEFT 191 LWFT 12 022 LEFT 672 LEFT 156 LEFT 382 LB'FT Cl B 830 LEFT 762 LB/FT 288 LEFT 509 LEFT 6 1245 LEFT 1143 LBIFT 313 LOFT 784 LWFT 9 118 LBIFT 268 LEFT 64 LBIFT 144 LBIFT C2 6 177 LBIFT 388 LEFT 95 LWFT 218 LEFT 3 354 LOFT T75 UBIFT 191 LBIFT 433 LBIFT 9 112 UNFT 229 LWPT 67 LBIFT 130 LOFT C3 a 177LWFT 388 U3fFT 95 LWFT 2W LEFT 3 338 LBIFT 688 LBIFT f 71 LBIFT3B1 LBIFT e 184 LEFT 178 LBIFT 49 LEFT 119 LWFT C4 a 201 LBIFT 288 LB/FT 73 LBIFT 179 LB/FT 3 583 LBIFT 535 LBIFT 146 LEFT i 358 LBIFT 9 311 LEFT 285 LEFT 78 LEFT 191 LEFT C6 a 486 UWFT 428 LEFT 117 LOFT 286 LBIFT 3 932 LOFT 858 LOFT 234 LOFT 672 LEFT 12 181 LOFT 407 LB/FT 100 LOFT 226 LOFT CB 9 241 LOFT 542 LOFT 133 LOFT 300 LOFT 6 361 UOFT 814 LOFT 199 LOFT 450 LOFT C7 a 14B LOFT 138 LBIFT 37 LOFT M LFV-FT- 1 296 LOFT 271 LOFT 74 LOFT 1B1 LOFT CB 9 241 LEFT 222 LWFT 81 LOFT 148 LOFT e 1 382 LOFT 333 LBIFT 91 LOFT T22 LB/FT 2"X4"X1/4. ..: .,❑ CONT. ALUM ANGLE -- -•-77. 1/4-20 MACHINE up SCREW &LOCK NUT 1" FROM ENDS AND 6° O.C. MAX OR 1Ir W `4ti P1 ENDS 5 LL U � I' FROM AND z ryryLLW.. W U 37a° O.C. MAX. I.J 4 Q Q 0qq'` l�'J Ipp1m1 Z u 3 W NJ FAuJ _ _ _ _ I CONCRETEMIN. 3cao II(If/¢j 7� MAXANCHOR NOTE: SEE ANCHOR REQUIRED SPACING SCHEDULE AND POSINEG 1/4° NOTES FOR PRESSURE 114" RLY P01 REQUIRED ANCHOR TAP911 SOU0.SET EMBEDMENTS. EDGE DISTANCE 110 PSF 3- 3° MINIMUM. CONN CAPACITY SCHED NOTES: 37 PSF 1. CHOOSE COMBINATION OF CONNECTION TYPE, I ANCHOR SPACING, & ANCHOR TYPE SUCH THAT 1/4-20 MACHINE CONNECTION CAPACITY IS EQUAL TO OR GREATER SCREW & LOCK NUT R THAN "REACTION AT TOP & BOTTOM" AS GIVEN IN SLAT 1- FROM ENDS AND SPAN SCHEDULE. 6" O.C. MAX OR 2. CONNECTION TYPES SHALL BE AS SPECIFIED IN 1/4" TEKS SCREWS S APPROPRIATE MOUNTING SECTION DETAILS. I" FROM ENDS AND v+ 3. WHEN USING SCHEDULE 2, ENSURE MINIMUM 3%" O.C. MAX. m 2-1/2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. 4. WHEN USING SCHEDULE 3, MINIMUM EDGE 1/2- DISTANCE FOR ANCHORS TO CONCRETE & HOLLOW BLOCK SHALL BE AS NOTED IN SCHEDULE. S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR TYPE SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, [TRICK, AND OTHER WALL FINISHES. 2- X 3" X 1/4" 6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE CONT. ALUM MANUFACTURERS' RECOMMENDATIONS. ANGLE7. WHERE EXISTING STRUCTURE IS WOOD )`+ FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 8. WHERE ANCHORS FASTEN TO NARROW FACE OF ` . - STUD FRAMING, ANCHOR SHALL BE LOCATED IN - " - MIN. 30DO PSI CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" CONCRETE EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). U o W 4 8 $ oOc = m 'too En r4 Q z�� J q pLL pG 9. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS NOTE: SEE ANCHOR NWILANCHOR CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM SPACING SCHEDULE AND ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE REQUIRED SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE POSINEG NOTES FOR SHALL APPLY. PRESSURE 1I4° fTW iPOINTB REQUIRED ANCHOR ®p 10. MACHINE SCREWS SMALL HAVE MINIMUM OF TDN SpL1DSET EMBEDMENTS. EDGE p�R 11p PSF 1/2° ENGAGEMENT OF THREADS IN BASE ANCHOR AND PSF 3° 3" DISTANCE IS 2-1/2- all •DPJ fin MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR 1 g^ 8, MINIMUM. OW/RGRRWN WAFER HEAD "SIDEWALK BOLT') U.N.O. 11-FSC-0002 11. DESIGNATES ANCHOR CONDITIONS 37PSF B° 9" WHICH ARE NOT ACCEPTABLE FOR USE. O4 . ALT TRAPPED. 2 MOUNTING SECTION n /� 6' = 1'-0. VERT SECTION (u 11 iv T M 2 x 3 /Sx B" L2x4 x1/B"ALUM. ANGLES 1/4' THRU BOLT W/ i WASHER& NUT @ 5. O.C. ATYPEpR FZQ IS. M NOTE: ANCHOR EDGE DISTANCES TO CONCRETE AND BLOCK PER CONN CAPACITY SCHED NOTE #3 STANDARD COUNTER -TOP �1 MOUNTING SECTION 5 6" = 1'-0- 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.C. 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/B" ALUM ANGLE ,2"xS"xl/B" ALUM ANGLE, 1/4-x4" ALUM BAR, 1"x4"xl/8- ALUM TUBE, OR 7/B'x4'xl/8" EXTRUDED ALUMINUM TUBE TO SPAN TRUSSES & SUPPORT TRACK. ANGLE SHOWN; OTHER MEMBERS SPECIFIED ARE INSTALLED THE SAME. HEADER TO TRUSS 4 MOUNTING SECTION 5 6' - 1' 0" VERT SECTION _# 14 TEKS 06'O.C. SPACING AS NOTE[ POLYCARI EACH SII S n� N� ffm Sj 6 / fo N � T 'a i 3 x 5 x 1/8' O.C. OR LARGER LEG AT WALL) ALT COUNTER -TOP 2 MOUNTING SECTION 5 6.. 1'-0° VERT SECTION HOST S P30 BESSCFIEON , 1/4' X 3/4" TEKS OR 1/4- X 114- BOLTS W/ NUTS & WASHER @ 6" O.C. LL LL LLri ZQQQ �ON EQo' W - �doua ANCHORS MAY BE INSTALLED n z a w D IN MULTIPLE ROWS AS N N w NECESSARY. SEE SPAN TUBE z S c)N SCHEDULE NOTE #2 MAX DESIGN LOAD = t72 PSF N N dS SPAN TUBE MOUNT 5 6' = 1'-0. VERT SECTION -0.060" THICK LEXAN POLYCARBONATE VIEWING WINDOW NOTES: (2) WINDOWS MAY BE IN ONE SLAT SPACED A MINIMUM OF 24' APART. WINDOWS MAY BE LOCATED EVERY (10) SLATS. SEE GENERAL NOTE #9 FOR POLYCARBONATE NOTES. OPTIONAL �31 SLAT WINDOW DETAIL 5 6- - 1' 0' VERT SECTION SPAN TUBE SCHEDULE ALLOWABLETUBE NUMBEROFTEKS NUMBER OF TUBE SHUTTER SPAN SCREWS ANCHORSPER SIZE SPAN -TO END BOTTOM TOP BOTTOM 70P BOTTOM TUBE TUBE TUBE TUBE TUBE TUBE 80• 108.8- 113.1" 2 2 7 7 2'x4' 10 125° 98• ear 89.4" 3 3 9 9 144' 70Z 73.0' 3 3 11 11 �4e 80° 134A" 148.3' 3 3 9 8 xo_. 88" 111.1' 1150 3 3 11 11 144" 90.T 94.4" 4 4 14 14 2'x5• 89" 123.8" 2 3 8 e xO.126• 98° 1a1.7° 9 3 10 10 144° V. 4 4 12 13 89" 129.1" 1124.1- 3 3 8 10 2W x0.12V 98' 114.8' 3 42 4 4 14 15 SPAN TUBE SCHEDULE NOTES: 1.2 NIM 5 m1 Z f0 N CE POLYCARBONATE W VJ j e - SNAP -IN END CLIP Z W Z ` 'n� Q$$ Z fiBpmlid W IJW1[i N 7 •1 WW(nil O W 10 W x XIMUM ANGLES. ANGLES MAY BE 1/8 OR 1/4' THICK 6063 T6 AWMINUM.' 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 (2) 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. 5. LAP BEAMS ARE NOT ALLOWED. 6. ALL BEAMS AND ANGLES TO BE 6063-T6 ALUMINUM. U W s � x En zR a J 0 11-FSC-0002 w ANCHORS A,B,C,ORD @ 18" O.C. XSX1/16'ORiCONDMONS X2X1/16" ", �vc E LUMANGLE(TYPOR END CONDMON, BUILT-0UT SEE ETAIL LEFT 3/16- POP RIVETS OR 1/4"X 3/4' TEKS S 18' O.C. PTION TO PLACE 3/16- POP RIVETS wNGLE OUTSIDE OR 1/4"X 3/4" TEKS WALL FACE OF FLAT END 0 18" O.C. END CONDITION BUILD -OUT END CONDITION END PIECES " MAY BE "FLAT END DOR "L " # 10 X 3/4" TEKS OR %6' POP RIVETS 0 12" D.C. END PIECES MAY BE 'FLAT END" OR L-END' _ 2 CORNER POST 6" 3'-0" HORIZ SECT 2'x2"x 1/8" TUE 1LTERNATE WALL 6063-T5 - LNI' FOR ONE OR BOTH ANGLES II X - I 1 I (2) #14 x 3/4" TEKS OR 3/16" POP RIVETS PER / ANGLE -I' (NS ANCHOR -TYPE A, TO ,K CONC) PER ANGLE X X X 1-1/2" x 2" x 1/8" MIN AWM ANGLE TOP & BOTTOM OR TO WALL CORNER POST 3 ATTACHMENT 6 6" = 1'-O" ISOMETRIC MIN GLASS SEPARATION LREDUIRED ONLY IN HVHZ, ASTM WIND ZONE 4. AND ESSENTIAL FACILITIES) SLAT SPAN 5 96.5": 2.25' SLAT SPAN 5 144": 3.25" LEVERS J E (INSIDE OR OUTSIDE} (2) 3/8" 0 PLASTICTHUMB SCREWS 30" APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) /'_T1 HORIZONTAL SECTION 6' = V-0" HORIZ SECTION % 41 END LOCK ANGLE 6' - 1'-0" HORIZ SECTION Z")(2" . XO 125" ALUMINUM GLASS SEPARATION NOTES 1. GLASS SEPARATION REQUIRED ONLY IN HVHZ, ASTM WIND ZONE 4, AND ESSENTIAL FACILITIES. 2. FOR USE OUTSIDE HVHZ, ASTM WIND ZONE 4 AND ESSENTIAL FACILITIES, PRODUCT HAS BEEN DESIGNED AS A NON -POROUS SYSTEM & HOST STRUCTURE MAY BE DESIGNED AS ENCLOSED. 1/4° X 3/4" TEKS OR ANCHORS GLASS 3/16' POP RIVETS A,B,C OR D @ 18" O.0 @ 18' O.C. — 6.026" MAX - VARIES $ ' I TRAPPED 1 END CONDITION - TRAPPED WITH FLAT END END CONDITION G SLAT DIRECTION SHOWN MAY BE MIRRORED TO OPPOSITE DIRECTION (FOR INSTALLATIONS WITHIN THE HVHZ, ASTM WIND ZONE 4, AND ' LOCK ESSENTIAL FACILITIES, MINIMUM GLASS - ^. SEPARATION MUST BE MAINTAINED). #1Dx%f TEK SCREWS ATTACHED TO ONE CENTERPIECE @ 12° O.C. (2) 3/8' 0 PLASTIC THUMB SCREWS 30" APART @ MIDSPAN (THUMB SCREW MAY BE INSTALLED INSIDE OR OUTSIDE) NOTE: FOR INSTALLATIONS WITH SHUTTER SPANS S 36", �SAT•yy ONLY (1) THUMBSCREW IS JI`� O5 REQUIRED AT THE SHUTTER 4 OR MIDSPAN, TYPICAL FOR ALL DETAILS SHOWN HERE. 2" x2'xia" 6063-T6 - 4 OROS CONTINUOUS ANGLE ALTERNATE LOCKING SLAT 6 N CORNER LOCKING DETAIL 6 6" = 1'-0. HORIZ SECTION :HORS �(2�-3/16° POP MOUNT BUILD-OU7 wa m 0 PLASTIC V (} ;T Eeu H� R1VETL=EG PER TeDeDesrSaCRMEWDeu II (2) 3/16" POP • ��•.," - RIVETS, EACH LEG OF 2°x2" ANGLE BUILD -OUT ANGLE LEG .MOUNT PER MAY FACE I DETAIL 3/3 OPENINGR((AS I I SHOWN bR TOPENING I i 1/2° MIN, L);2;,12 TYP. NOTE: SIMILARAT HEAD ANDSILL AND BOTH "x0.125" EXTERIOR ELEVATION SIDES OF MINUM ANGLE SHUTTER PLAN VIEW A -A 5 OPTIONAL SIDE ANGLE 6 N.T.S. #14 x 3 4" TEKS OR 3/16" �P RIVETS 0 18, O.C. TO ALUM TUBE, OR ANCHORS CORDD.C. Tb OTHER HDST STRUCTURE TYPES END LOCK ANGLE 6 6" - V-O" HORIZ SECTION s d1; �.• ILBpp .,p IOIK�4 :•-�. - a o U Z 0 ro 4� r LL LL 111-FSC-00021 6