Loading...
WS-07-876Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/16/2007 Inspector: Devaney, Michael Owner: LEVASSER, CONNIE Job Address: 967 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: TIRONE ELECTRIC, INC. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132060340270 Lot: Phone: 954- 989 -7162 Building Department Comments ELECTRICAL WORK FOR ROLL UP SHUTTER 61 7 2007 Passed Inspector Comments ' ,,, /7 fib/ S y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, August 15, 2007 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 08/23/2007 Inspectors Owner: LEVASSER, CONNIE Job Address: 967 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: ROLLADEN INC Block: Permit Type: WindowslShutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number Parcel Number 1132060340270 Lot: Phone: (954)454 -4220 Building Department Comments INSTALL 1 ROLL UP SHUTTER Passed Inspector Comments 01 23 11,4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, August 22, 2007 Page 1 of 2 Miami Shores Village g lef'k m� Building Department �� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION MAY 0 1 2007 FBC 2004 BY: Permit Type (circle ' Building' Electrical r-7 ."--7 '- -7 7-1 Permit No. \i4/' 1 #11 "' aster Permit No. Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) _ COrl Yl 1€ L-C,X,S,SQ V Phone # 30S " 6 act Owner's Address t6 7- yl; S* City t-1(/so ' jt toe',e5 State FL zip 3313 Tenant/Lessee Name Phone # Job Address (where the work is being done) q 6 ?- 54. City Miami Shores Village FOLIO / PARCEL # County Miami -Dade 0 0 L 0Z O Zip 33/3 Is Building Historically Designated YES NO X Contractor's Company Name /1.0 ((ci Q O Yl , r/14 L Contractor's Address $50 $�r'% Phone # 9s-el-Lag- Wig City 1- lalla"'dale ) C / - State Zip 3300 1' Qualifier Name &Nl; tl 6 CiaZ -, Phone # q 5'4 Y5 Lt - L! // 9' State Certificate or Registration No. CA LOC) 6 4 Certificate of Competency No. CC-,) G (:)O$$q Lf Architect/Engineer's Name (if applicable) F44)0? Phone # Value of Work For this Permit SA L 96 9 Type of Work: ,'Addition ['Alteration ew ❑ Repair/Replace ❑ Demolition Describe Work: / /2" lV 3 0 5 ? L f get 00 Square / Linear Footage Of Work: q 6 S''( dC,L Submittal Fee $ Permit Fee $ //(7 �` f CCF $ 3 0 0 CO /CC Notary $ Training/Education Fee $ I , () 0 Technology Fee $ Scanning $ 2..1 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I l .1 Sr— See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, _CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature A Owner or Agent The foregoing instrument was acknowledged befor me this day of ,20 Ca, by 0-9,, who is rsonally known to me or who has produced f)/ /12 y 3-5q6 6 As identification and who did take an oath. NOTARY PUBLIC: -Of Si �/ r y ° IA MORENO m ., . _ Sign: Print:r „ Lr ®,.. ►'t "i 'r. ,•lrE 11/15/2008 Print „ . ” that (800) 432�I �? f ru :: �) 432 -4254 My Commission �� a • y " "��"' "�� • >. Notary+Assn, Inc My Comm , 'xpires. /_ Assn, Inc °m°p ®O°©°04BYC�9lTb e99°°000°°°°°°° °n°°°° ■■ * *, ** * * ** * * ***I wet* wa�PlPt , wwsww', ;Fw°,�s' ° *° * * * ** * ** *** * *, * * * * * *** * * **** ** ** * ** * * *** * ***, = * * * ** * '#' ** ontractor The foregoing instrument was acknowledged before me this 9071 day of i , 20 0- , by who is personally known to me or who has produced_ �z as identification and who did take an oath. NOTARY PUBLIC: �GG��dtlbtltl° aeio ® ®°° ®°° °°u°°° °°°a°°°° °sw°°°°°° 0 - -: 0 A MORENO rot 11/1woos APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village *0/au:. Building Department g p crj 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 G zr tD BUILDING PERMIT APPLICATIOVECEIVED Master Permit No. A% 3 1- V C FBC 2004 MAY 0 1 2007 Permit Type: Electrical 1111:_ Owner's Name (Fee Simple Titleholder) &Olt LeVti5Sfi( Phone # DUI- ‘756 -(315 Owner's Address CA �k V)Z (tea City WOW SlF CS State fl.. Zip --3-. X31 Tenant/Lessee Name Phone # E -MAIL: Permit No. a 1- 377 Job Address (where the work is being done) (16 t N' C City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11, 11-P6 `0J4 -O o Is Building Historically Designated YES NO Contractor's Company Name ! liNfOA ei f Q(i(l Co , Contractor's Address t t 1. p ,%t0 (; City M,Vt\1u1 ! State FL Qualifier Name ejt^4 vi&Ct,40 1vUACC State Certificate or Registration', No. C. 0066 345 r E -MAIL: Phone # q54 Zip Phone # Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 4'l'0(5 Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration _ ❑New 111 Repair /Replace ❑ Demolition Describe Work: I {(�c� ti �(or6f /rev roll yr W vd U/ 517 fir { o x * *xx*****xxx*wn **Icdcxx *xxx*xxrx* xxxxw*w Feesx ***w****wwxxxxxa**Be** xxxxxxxxatlxrxxxxx xxxaYx Submittal Fee $ Permit Fee $ %!1 o 1 co?, CCF $ 0 CO /CC Notary $ Trailing /Education Fee $ 0 •O Technology Fee $ P `, Scanning $ t Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ i'; See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Contractor Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: Y.Y,xxx X x xxxx xxxx xxxxxx xxxxx xxx x x 4cxxx x x** *XW**xxx xx xxxxxxY.Y. xx xxxx *Y, xxx X xx xx x x xx Y. xxx xxx xx xxX xY,xxx Xxxxxx XXx xx* t APPLICATION APPROVED BY: (Revised 02/08/06) tee. Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 1i s Permit No. PERMIT AP �� a t, - �� , PLICATION.: MAY 0.1 2007 gMaster Permit No. FBC 2004 BYe_ ®_® ___o_ _o_____o Permit Type (circle): Building Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) GO f1 n % L€255,- Phone # 305 ^ 9(n — , 3 ?5 Owner's Address 96 3' i g 10, 54- City b a s i I. 51LO 3 State L Zip 3 3 f 35 Tenant/Lessee Name Phone # Job Address (where the work is being done) 9fv `7'g City Miami Shores Village County Miami -Dade FOLIO / PARCEL # `/ SZOC' ^ 0311 _ dZ?-C Is Building Historically Designated YES NO X Zip 33/3 Contractor's Company Name � 1� rok t.,e_ F.� t c Phone # ?$'f - fr=7 .— —9/4,z Contractor's Address City H0 11160 00 d State r L Zip $3 0 L 3 Qualifier Name C EEr I/1/td.4Q / /". ••C. Phone # State Certificate or Registration No. c'G 0000 39. S Certificate of Competency No. EC coo k 3 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: 'Addition Describe Work: /loo L / 25_ 00 Phone #. Square / Linear Footage Of Work: ❑Alteration ❑New ❑ Repair/Replace 0 Demolition 1K ff P frtAo for For aortic_ SI"' I e ". ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees****,******** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Al a Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip N/a Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted ne, the inspection will not be approved and a reinspection fee will be charged. Signature �tt p1t� Owner or Agent The foregoing instrument was acknowledged befor me this 30 day d y of . vim.: 200`x, by �e>1�,i� who is personally known to me or who has produced LI Zia 4S''Sg(3-0 As identification and who did take an oath. NOTARY ' jaj.,lg; !: . Sign: Ar ', Print: r 'I' t� OD0491355 ti . 1��yy /j1(� 009 My ComSn 0 . iltPz. . 1 ^� . , �a ti 432-4254 (rerfiiicate of Competency Holder) State Certificate or Registration No. &0000 34 S Certificate of Competency NoEO 000 20L(. S Signature Contractor The fore l oing instrument was acknowledged before meththi 20-, by „ i i known to me or who has produced as identification and who did take an o day of who is erson NOTARY P Sign: Print: My Commission Expires: I - L(j ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST SE POSTED ON THE 405 SITE AT TIME OF FIRST 1.4SPECTION PERMIT NO. TAX FOLIO NUMBER: /1- 30706 - '3K- 0.P10 STATE OF FLORIDA: COUNTY OF DADE: 1111111111111111111111 11111111111111111111111 CFN 2')06R 1010032 UN Bk 24927 P9 4427; Ups) RECORDED 09/20/21 X06 13:07:01 HARVEY RUV`INr CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives. notice that Improvements Will be made to certain real property. and In accordance with Chapter 713, Florid Statutes, the following information Is provided in this NOTICY. Of COMMENCEMENT. 1. Legal description of property and street address: Aiwa sA'o,a 5 P 3J' /42 (Leesrdescription) Lota /J 2.a, Block /70 Sutxfivision: /Ll '1fiL / 4-714::)9.1e '�. 2. Description of improvement install huiteane shutters 3. Owner(s) name and address: (name) 44E02 ti ps 11.e wmttui F67 N' E, s� /� /r4r l t) 5 k 73/7e Interest in property: 4�A�lp.�� f Name and address of fee simple titleholder: 4. Contractor's name and address: Rolladen, Iii , 550 Ansln Blvd., Hallandale, FL 33009 5. Surety: (Payment bond required by owner from ;,ontractor, if any) n/a . 6. Lender's name and address: n!8 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.12(1)(a)7., Florida Statutes. (name) faddrea+j ,, 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.12(1)(a)7., Florida Statutes. mama) (address) 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner: Print Owners Name: Sworn to and sub .►� L L ,ti 55e-2. soil' ed = :fora Me this / „. day of (Q i • 4 L J - +� i v • ! Ottsz 1300.. OFF GINA PENARAIYEY SEAL fo COmuSSION NUMBER .e •... , Y. C 00147364 7� j Mv� MYISSICN EXPIRE! OF F1P SEPT 4,2006 Notary Public: (Notary Stamp) Plcta STATE OF FLORIDA, COUNTY OF DADE 1 HERE: CERTIFY that this is a true my ofd v,e• in this o on of HARVEY -'Tint origine By and Officio! Se CLERK of Ciro Co ty Courts D.G. _ 2O CD d by and return to: 6,,4 P lVN Rolladen, Inc. 550 Ansin Blvd. Hallandale, FL 33009 • . . . . , , •.. . : • • - ""—. IUD • .. • .„ • • • RESEARCH N.W1e1st Street ---- Phone (305) 624 - 4800 • Fax (308) 614. 3$513 Florida Entaail ARLTEarta oLtotn • allandale: X1454 w•:4• Dade: (304757-3 r� • pain B a , (40 B • Haden, ee -®: 550 ANSIN BOULEVAR[� • F.av (305) 454 -1; HALtANDALE. FLORIDA433009 IMPORTAN2 S TY IIYSTRUt ONg WARNINGS -To reduce the risk ofsevere injury or . 1. • READ AND FOLLOWM,I, .IIYSTRircxioNs. - 2. Neves kt cthildiaa operate or play wflb shutter ossfrols - �° r ° N 7 3.^ objects '� mashie * sight k. MAY 0 2007 eornpI ly elrased NO ONE 880t1LD C40s5 B y . kt TEE PATH OF THE MOVINGSUMTER.f I SUBJECT . TB AND - COUNfyRULFS AND a�� n 4-1-1nns SAVE THESE INSTRUCTIONS l3 Rolladen, Inc. Issu ed.11 /05/99 . nfadknls actiP„eQean4ows unmrtPanlao/uds repel and UsassoePaPedddaanenlsar Q the sers rage P 31 Wang or regarding n eaaived met sP Ott report B r PendUrO. our written a PraPS►olAppfedReseareh odd M. Aud�orf�gpnlG rens teal and/arPnspaetton results am not Pndreative orrepresentaI ev etTeg Aes Duty io the Sialn/ardID Pd and 1a en sampie(sr ksled annror 9 es of u►atoP from whim O++a 'ample was taken or otapp��,PdentPpP •.• ••• .. ••• ��• •• ,j • APPLIED RESZ,ARCH LORATO • �. .. RTES 5379 N W 161st Street •Miami, Florida -33014 • Phone Mb) 824 -4800 .Fr POO 624 -3632 • Erna9 gFiL,TE,,ieaoLmm GENERAL DESCRIPTION • The Model EA048 vertical roll -up shutter units as covered by this . .provide for residential housing The products are electrically rated for 120 VAC, single for O 'r. � P�� 601 pow; The main shutter enclosure is co�nstructed.of 0:032 inch coated sheet metal: The entire encl shutter guides. are painted with a coating for addedprotection and esthetics. The shutter slats shutter, any from 6063 -T6 um Alloy, and are interlaced to ' ' �8 � etly consists of two stainless steel plates.. The motor shaft slips into eea h big and the a big emb/y is nzounted'into the shutter enclosure. • , whole assembly is Housed within the electrical enclosure is a single UL listed motor. Line voltage is switch . which controls up and down movement of the shutter. The g applied to a tbrenters die enclosure through a single hole protected by a grommet A. cord connects t toe motor directly to the enters tee position switch. Y the three Each Motor-supplied with the shutter has limit adjustments which control the amonht of shutter dispensed fbrn the main enclosure. All Motors used within the model EA - EAB f16 048 are themdl ected. by the Yp�tected', The motor unwinds the shutter firm the main enclosure, and slides on a length mameactnrer. When the motor reaches the limit adjustment, it halts immediately. �� -hi the opposite direction retracts the shutter: During power outages a manual crank handle can be used activation-hi d Lower the shutter. 98' a Rolladen;.Inc. Revised 05/29/01 Issued 11/05/99 . Page C-5 gents, the publkand amuck= carderes duds Depart and lisassodated documents are Meisel& properlyolApplied Researchlaboratories .IncAuthorizatonforpubUpUor or extracts from or regarding this report is reserved pending our tighten approval. This report applies only to the standards identified and to the sample(s) tested andh• tartan specified the test andlorinspecUan resufis are not indtc Uve or representative of the qualities alike lot from which thesamplevras taken or o / apparently identie ® • • • .• • • •• • •• : • • • • • • , .. . . AP J • ••• • • • • n foam• • s sit n:w, tsts Street 33014 (3O54 -4800 • Faot 624 -.3662 Entail qRI /.eom 14 RPM. 60 114 120 yo tt%390 Wa • Data P1ateLabal .9843 .Roladen, Inc. o►ecttatto clients. ueptSUeandeurse r,i�e contents ofut�reptrt and Its edodunenisarethe sole property e Researd laboratories. s. Inc forpublicallen tors or tlls reamed pending This report a ppa M f dim ��rte sa pla(s) � � � s Molest Inspection results are not ndteauve arrepresentative f te quaDUeq of Metal kern which the Ie WgQ wren or Paz�y � Revised 05/29/01 Issued 11/05/99 • Page P -19 ARizusts •• • • • •• ••• • • • • • • •. • • • •• •••. . • • • • • • • • • •• • • • • • ••• • • •• • • • • •• ESE C :='ABORATORIES -. 637 (36s) 624.4e1e • F Mlam2 Florida 33614 Ode 624 - 3852 • 2snatARLifartauttom '• i 0 1Z TAtcAL• wjRi�v►c�► ki3•4sitts E3 ' olere - Q© HIgrLat Myirmoes LE 'T uCAL D1ALMAM' CO. AN 00E1:147014: ground (waen) corninc, fwhite).- Ilrectloir f (bla0k) • SWIDARb The •mo4s�oi`ivri -� IN�'tAUC1°jONE: • off switch: °? way `w tfnp a SSW motor Is by using a double . • - Pole/daubis • • r�.ai th�vwlcei.- • AgIctottlip,of era* meal - ON FROM MO OF1 (YVHITE) (irE) s e WARNiNQg • DO .NOT Wire 2 fiches to one motor, .refer to the chapter "Control Systems'; DO NOT wire two or more operators (Parallel wiring) to one switch. Refer to the chapter "Control Systems'; • ••• • . • ••. • • • • • • • • • • : • . • •' • hlallandale: (954) 454 -4114 • • Dade: (305) 757 -8591 • • " Broward: (954) 525 -3466 • Palm Beach: (561) 686 -6277 • • • • • • ' • • Fax: (954) 454 -1577 • • • • . . • . • • . • . • • rolladen6 • • • ..• • • .... . .. .. • •• • 550 ANSIN BOULEVARD • HALLANuAL FV1R317M3009; $huttpr Product Approval Authori7atinn Fnrn1 Dear City Official, We are the Dade County Notice of Acceptance holder for the following products: Aluminum Accordion Type Shutters under#03- 0616.02, 06- 0213.03, 06- 0213.04. Extruded Aluminum Roll Shutters under #06- 0213.01, 06- 0213.02. Extruded Aluminum Storm Panels under #06- 0818.01. 0.050" Aluminum Storm Panels under#02- 0226.09. 20 ga. Galvanized Steel Storm Panels under #03-519.01. Aluminum Hinged Colonial Shutter under#02- 0612.01. Polycarbonate Window glazing under #03-0527.02. This letter authorizes Emilio Cuzan to use any of the following: Aluminum Accordion Type Shutters under#03- 0616.02, 06- 0213.03, 06-0213.04. Extruded Aluminum Roll Shutters under #0 - 0213.01, 06- 0213.02. Extruded Aluminum Storm Panels under#06-0818.01. 0.050" Aluminum Storm Panels under#02 -0226.09. 20 ga. Galvanized Steel Storm Panels under #03- 519.01. Aluminum Hinged Colonial Shutter under#02- 0612.01. Polycarbonate Window glazing under #03- 0527.02. on the following job: Job Owner's Name: Job Address: Sincerely, Conn■-e. Leocisfier QG»- tJQ.etei ST 9-liann'i , om.%) -C. a3 35?" Terry D. Lo Vice P - ' ent ( rolladen ROLLADEN BNCORP$JB'i4Ta; : •; • • • • • CUSTOMER NAMIE(147Z610e3AINVE I14SSL BILLING ADDRESS q6-7 44E s--r7 IL I �i4 rr) �. TELEPHONE 3a s-- 7,a - - 3 Q3 OTHER PHONE We propose to fumish and install the following: • ••• • •• • • • • .® • • rolladen • ••• • ••• • • • • • • • •• • • •• • • • ••% • • PRQPEF?1 OWI ' • 45% • ••• • • • • • • • • • • • •• ••• •• UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY 0 MI TN LY R ON �� •R• &C :COLOR•'SELEYTION • • • flBOfiILE• • • • FRAME • SPECIAL • • INSTRUCTIONS G 64 i< ? x WT- I Mott eel S -p/v/5 - /L: rL/ t_ C ict Afev _�: it %fE. N fyz ���_.; C4:115( icac5it'eov /44. ox / •f —2 Cl�- l��rt.�lG� .' TOTAL (Qc 9 1/3 DUE PRIOR TO COMMENCEM ALLATION BALANCE TO BE PAID TO INSTALLER Installation to begin in approximately to weeks from date of receipt of deposit This Is only an estimated time and you will be contacted to schedule the actual installation date. Is electrical labor for r and switch Installation by Rolladen included in this price? YES" NO ❑ Is high work required? YES 0 NOV Floor of Building: . I have received a copy of 'Notice of Consumer Rights Under the Construction Industry Recovery Fund' as required (initials). TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or 11 an electrical connection by Rolladen is required, a maximum of ten percent (10 %) of the contract amount may be retained pending completion. Purchaser agrees to pay a late fee equal to 1 rh% per month on the unpaid portion of the purchase price from the date of Installation by the Installer to the date of payment OWNER OF PROPERTY? YE 1 NO ❑ (If NO, fill In Owner's name and address in space provided at top of form.) Prod cts are to be Installed on the premises situated in dD� nCounty, State of r v' owned by Pu baser and described as: Lot Block /70 Sub DhdsIon(f=wk(4 K..f �1 Follo # //-54/06- ,e4 IV-31 CONTRACT SUBJECT TO ADDITIONAL TERMS ON REVERSE SIDE "BUYERS RIGHT TO CANCEL" "This Is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller In person, by telegram, or by mall. This notice must Indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement. If you cancel this agreement, the seller may not keep all or part of any cash down payment." EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVERED TO,AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER, THISp2 - DAY OF 20Q �, (Sales a (A pted & Approved) ROL -5 (X( ( Purcyaser Sign Here) ORDER NO. O (4 3 / G, Z 7 CUSTOMER MAIN OFFICE (Purchaser Sign Here) Page 1 of L. Customer: LFVA t J4; 10 J.e& (foist nil lion 1 SLbaes 72 31 �' 33 Rolladen Shutters Contract #: Color: Date: Ot.EA3ge2/ tJ i.te 2s' tri Criteria Data Mean Roof Height l u Exposure: C. Roof Slope: Elevation: 1 End Zone: WIND CHART I 47 Design Loads Positive Negative Int. Zone: Negative End Zone: •••• • • •••• • • • • • .• • • • • • • • • Shutter Schedule # Wdt Heigh Zone Product Anchor # Width Height Zone Product Anchor 1 64419.1 P 1 r ' `F eit5 11 2 12 3 13 4 14 5 15 8 18 7 17 8 18 9 19 10 20 •••• • • •••• • • • • • .• • • • • • • • • Showroom: 550 Ansin Blvd. Hallandale, FL 33009 1- 800 - SHUTTER Fax: (954) 454 -1577 CGC #008964 www.rolladen.com JOB NO. 04,9 1'31621 /DATE JOB NAME LQ.QA erz. L ONOl1..e. CALC BY SHEET OF - RN UMW II II IIIIIIMM MIME 11111 III NM IIIIIIIIIIMIIIIII 1111111111111111111111111 IMO 111111111111111111 111111111111111111111111111111111111111111111111111•11111111111 allIMMIIIIIIIIIIIMIMMINIMINSINIIIIIII. 111111111111111111111111111111.1111111111111111111 uu UMW 11111111111111_111111111111 a . EEFEETEEETT eammumnsamon MON M I IIIRINii IMIIIIIIPNIIIIMIIIIIIIMI E IEMM .. t� ®� mitall11111 IN Ill It EMI IIIIia. iiiMMENNUM MOM MOM 111 a- . • _ i _ _ in ENI ma MN j 111 MI L _. • -isi . _ _ « 11111.11 1 L, _ , ...0 1 II EN [- T �S « t 9 i • • • . • ,• .•• • z• • ,.s 1.,- :. -.•.�_ •"'.,„•.. • • I• • • r • .• •, • .._,. . ._.•,,.- '''4 • • Ot •-e, 1 • • ..1 qg � i s S t -- .._.I,. h >,<._,»,�- -- _ -...., .�. ....._ a.__. _...p.... ,=....vim >.,....a..... ,.._..., -,y,.. .T ... ... ».» ...>,.- ......._ ....Y¢ � t • •• •• ••• ••• • • • • •• •• • • • • • ••• • • • • • • • ••• • • • ••• •• •• • • • • • • • • • • • ••• BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH Basic Wind Speed 146mph, Importance Factor -1.0, EEposiw `C' • • PER A.S.C.E. 7 HIGH HURRICANE �j7�1i11S• :: • MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEGREES. TRIBUTARY AREA -10 SQ. FT. ROOF SLOPE <10 DEGREES TRIBUTARY AREA -10 SQ. FP. ZONE ' ZONE ZONE ZONE ZdN : • ; iQNV • 4 &5 4 5 4 &5 • • 4 • • • . 5 ( +) (-) ( -) • ( +) (-) (-) e=/< 15 46.5 / 50.4 62.3 41.9 45.4 56.1 20 '12 53.4 65.9 443 48.1 59.3 25 51.4 55.8 68.9 46.3 50.2 62 30 53.7 58.2 71.9 48.3 52.4 64.7 35 55.2 59.9 73.9 49.7 53.6 66.5 40 56.9 61.7 76.2 51.2 55.5 68.6 45 58.3 63.2 78.1 52.5 56.9 703 50 59.7 64.8 79.9 53.7 58.3 71.9 55 61 66.2 82 54.9 59.6 73.8 60 1 61.8 67.1 82.8 1 55.6 60.4 74.5 WIND LOAD TABLES FOR SHUTTERS PER A.S.C.E. 7 BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. MAR 3 0 2007 ,1-?( L ( • ••• • • • • • • • ••• • • • •• •• • •• • • • • ••• •• TRACY CONSULTANTS INC. 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 MIAM1'DAy BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) • Rolladen, Inc. 550 Ansin Boulevard Hallandale, FL 33009 ••• • •• • • • • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • •. • • ••• • • MIAAMI•Bi DE COUNTY, FLORIDA • • • • • /AMP. - 10tDE FLAGLER BUILDING • • t40 kEST 1L•A4LER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • •• ••• •• • •• • • • • • ••• •• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other ar where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the MU (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Roll-Up Shutter APPROVAL DOCUMENT: Drawing No. 94-55, titled "Several Titles ", prepared by Al- Farooq Corporation Inc. dated 07/22/94, with last revision on 12/19/05, sheets 1 through 21 of 21, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County. Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The. NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 1110.04 and consists of this page, evidence page and approval document mentioned above. The submitted documentation was reviewed by Can out, P.E. ©6" Q6 NOA No 06- 0213.01 Expiration Date: September 25, 2008 Approval Date: August 11, 2006 Page 1 Rolladen, Inc. A DRAWINGS •• .. • ....... 1. Drawing prepared by Al- Farooq Corporation, titled "RollShutter Detail, Header Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Charts, Top Support Loading Charts, Storm Bar Loading Charts & Deflection Calculation Sheet," Drawing No. 94-55, dated 07/22/94, with revision "g" dated 12/19/05, Sheets 1 through 21 of 21, signed and sealed by H. Farooq, P.E. • ••• • • • ••• • '•'• • • • •'•'• • • • ••• • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • •• • • • •.. .... ... • • • • • • • . . • • • • • • • • ••• • • NOTICE OF ACCEPTANCE: EVIDENCE PAGE •• • • • •• ••• •• • • • • • • • • B. TESTS 1. Test report on Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Test PA 203 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI-94-139 dated 06/0994 signed and sealed by A. Viqar, P.E. 2. Test report on Uniform Static Air Pressure Test Engineering & Testing, Inc., Report No. HETI -94- 123, 250, 297, 308 & 325 dated 05/24/94, 08/12/94, 09/16/94, 09/22/94, & 10/04/94 signed and sealed by A. Viqar, P.E. & H. M. Medina, P.E. 3. Test report on Large Missile Impact Test per PA 201 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -297i, 95 -325i & 95461, dated 09/16/94,10/05/94 & 06/22/95, signed and sealed by H. M. Medina, PE. II • :. 1 1" 1." I. -\ 1 • IN . 1 " C. CALCULATIONS 1. Mullion and anchor calculations using rational analysis dated November 3, 1994 and revised on November 12, 1994, signed and sealed by H. Farooq, P.E. 2. Mullion and 'anchor calculations signed and sealed by Humayoun Farooq, PE. on February 22,1995. 3. Mullions, Storm Bars, Header and anchor calculations prepared by Al- Farooq calculations on 01/31/06 and signed by H. Farooq PE. D. MATERIAL CERTIFICATIONS 1. Tensile Test Report No. HETI -94-T7 prepared by Hurricane Engineering & Testing, Inc. dated 07 /26/94, tested as per ASTM E8 -93; signed and sealed by A. Viqar, P.E. 2. Tensile Test Report No. HETI 94-T36 prepared by Hurricane Engineering & Testing, Inc. dated 10/17/94, signed and sealed by H. M. Medina, P.E. 3. Mill Certification of Chemical Composition and Physical Properties prepared by The William Bonnell Co. Inc., die drawing No. Ron -68, dated 07/18/94 for Aluminum Alloy- 6063 -T6. E. STATEMENTS 1. Letter of no change issued by Rolladen, Inc. on 05/22/00 signed by T. D. Low and notarized by E. M. Roldan on 06/05/00.. 2. Letter of code compliance prepared by Al- Farooq Corporation on 02/02/06 signed and sealed by H. Farooq, PE. F QUALITY ASSURANCE 1. Miami -Dade County. Building Code Compliance Office. Can ' ' o F. ont, P. E. Senior Product Control Examiner NOA No 06- 0213.01 Expiration Date: September 25, 2008 Approval Date: August 11, 2006 E -1 sheet 1 of 21) 0 0 . RON -68 S .125 750 -. -1. RON -23 INSERT � 2.000 --=j I • • 000 • • • 000 W. -- - •� a • • • • SLAT PERFORMANCE CHART • •••N .062 P 4100 • • • •• • .• w •1 O • — 1 .899 i• RON -24 STORM *B•f 0• • 1.074 2.812 RON -7 TRACK RON -56 STORM BAR RON -57 STORM BAR • • 1.000 .125 - FLOOR SHOE .063 1.000 L_ -+� 1.000 (-- 1 x 1 x 1/16" ALUMINUM ANGLE 1 -5/8" X 5 -5/8" 1 -5/8" X 3 -5/8" STIFFENER 12 GA. GALV. STEEL CHANNEL INSERT 5.000 2.000 2.000 1 X 2 X 1/8" 2 X 2 X 1/8" 2 X 3 X 1/8° 2 X 4 X 1/8" 2 X 5 X 1/8" • • L� 0 -. rn 2 -� PART # SLAT RON -68 6.000 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1/8" TUBE #1022 1 X 2 X 1/8" 2x6x1/8" TUBE #1026 2 X 2 X 1/8" 2x2x1/8" ANGLE #1051 2 X 3 X 1/8" 2x5x1/8" ANGLE #5014 2 X 4 X 1/8" RON -57 STORM BAR ■��\���____ 2 X 6 X 1/8" .125 TYP • II CALC. SHEET FOR OVERALL DEFLECTION- ob- 1111 i _ • • L� 0 -. rn 2 -� .1 El amt:••mai PART # SLAT RON -68 11111111111 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1/8" TUBE #1022 2x3x1/8" TUBE #1024 2x4x1/8" TUBE #1023 2x6x1/8" TUBE #1026 1x1x1/16" ANGLE DEFLECTION - 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/8" ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1/8" ANGLE #5014 1x1 - 3/4X1/8" CHANNEL #1058 RON -24 STORM BAR 1-._ RON -57 STORM BAR ■��\���____ #1044 RON -23 ALUM INSERT #1046 i • • II CALC. SHEET FOR OVERALL DEFLECTION- 1111 i _ ILL • • • 555 i_. I IN m: .1 El amt:••mai PART # SLAT RON -68 11111111111 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1/8" TUBE #1022 2x3x1/8" TUBE #1024 2x4x1/8" TUBE #1023 2x6x1/8" TUBE #1026 1x1x1/16" ANGLE DEFLECTION - 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/8" ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1/8" ANGLE #5014 1x1 - 3/4X1/8" CHANNEL #1058 RON -24 STORM BAR #1047 RON -57 STORM BAR ■��\���____ RON -56 STORM BAR #1044 RON -23 ALUM INSERT #1046 20 STORM BAR LOADING CHARTS II CALC. SHEET FOR OVERALL DEFLECTION- 1111 ILL wD s,Us 555 i_. I IN m: Z7 1111111 j 11141111111 1111! '`\ 41_ :Molex H Er, I : 0 0012 IN'4 RLD • 3460 IN -L6/F F�SLTRV Rev. 11-1L- IFT °4 I ■ ,-„��, 30 40 50 601 70 80 90 109 110 120 130 140 150 160 SHUTTER WIDTH - INCHES USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. DESCRIPTION PART # SLAT RON -68 #1117 TRACK RON -72 #1071 TRACK RON -73 #1070 1x2x1/8" TUBE #1019 2x2x1/8" TUBE #1022 2x3x1/8" TUBE #1024 2x4x1/8" TUBE #1023 2x6x1/8" TUBE #1026 1x1x1/16" ANGLE #1031 1x2x1/8" ANGLE #1029 2x2x1/8" ANGLE #1051 2x3x1/8" ANGLE #5012 2x4x1/8" ANGLE #5013 2x5x1/8" ANGLE #5014 1x1 - 3/4X1/8" CHANNEL #1058 RON -24 STORM BAR #1047 RON -57 STORM BAR #1043 RON -56 STORM BAR #1044 RON -23 ALUM INSERT #1046 BOX DIMENSIONS SHUTTER HT. HOOD HT. 48" 5" 73" 9" 95" 10° 119° 11" 148" 12° 181" 13" 216" 14" • TYPICAL ELEVATION RON -68 SLAT F'R OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. FOR COMPONENT SIZES /SPANS /DESIGN LOAD RATING SEE SHEET 8 THRU 20. » » SLAT DEFLECTION AT 10 PSF LOAD 30 411 50 611 70 80 90 1015 110 120 SHUTTER WIDTH - INCHES GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 130 140 150 169 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 8. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS < L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION < L /180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. L DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -98. INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 Err. I : 0.13612 IN -4 /FT EXTRUDED ALUMINUM SLAT PLCSTORV ='4v 11.11 -94 MULTIPLE SPAN INSTALLATION DETAIL , 5 HEADER /MULLION CONNECTION DETAILS • 6 STORM BAR ANCHOR DETAILS 7 MULLION Sc BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS TOP SUPPORT LOADING CHARTS 14 & 15 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION- i_. j Tyr. F t;s -AN- T r SPANS 30 411 50 611 70 80 90 1015 110 120 SHUTTER WIDTH - INCHES GENERAL NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 130 140 150 169 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM CONSTRUCTION MANUAL" LATEST EDITION. 3. ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6063 -T6, OR AS NOTED. 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH FEDERAL SPEC. NO. TTP -645, OR BE GALVANIZED. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS. NUTS AND WASHERS SHALL BE STAINLESS STEEL OR ALUMINUM ALLOY 2024 -T4 OR 7075 -T6, OR PLATED STEEL. 7. SHUTTERS MAY BE MOTOR, TAPE PULLEY, OR GEAR DRIVEN. 8. DESIGN CRITERIA: FOR MULTIPLE SPANS THE COMBINED MAX DEFLECTION OF HEADER, STORM BARS AND SLATS < L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION < L /180. 9. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 10. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. L DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -98. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROLLING SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. Engr: DR. HUMAYOUN FARO0'.3" STRUCT_JRES FLA PE I. 16:157 ( .A N. 3538 .SAN z 2006 z, r i .T Lc z o a0 in 9 EC 0cn no Cfz >Po0.; O g a Q f o noEcN III4 vi f 4 w LA ° Z_ U �—.J Lit , .- 141 U 0 a: RollShutter Details a0 O Et 0 j w 0 J - Z1-1- w LLI Q Z Z Jo -JLO O z 0 0 n 0 rn 0 w UPDATED FOR FBC & NOS 97 8 UPDATED FOR 2004 FBC x 1- x 1- x a� 0 0 N 0 m 0 0 0 U1 N 0 0 N 0 0 oi N 0 0 U 0 0 drawing X94 -55 no. INDEX OF DRAWING SHEET NO. DESCRIPTION 1 EXTRUSIONS DETAILS, NOTES, SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 MULTIPLE SPAN INSTALLATION DETAIL , 5 HEADER /MULLION CONNECTION DETAILS • 6 STORM BAR ANCHOR DETAILS 7 MULLION Sc BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS TOP SUPPORT LOADING CHARTS 14 & 15 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION- ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: #1117 EXTRUDED ALUMINUM ROLLING SHUTTER "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. Engr: DR. HUMAYOUN FARO0'.3" STRUCT_JRES FLA PE I. 16:157 ( .A N. 3538 .SAN z 2006 z, r i .T Lc z o a0 in 9 EC 0cn no Cfz >Po0.; O g a Q f o noEcN III4 vi f 4 w LA ° Z_ U �—.J Lit , .- 141 U 0 a: RollShutter Details a0 O Et 0 j w 0 J - Z1-1- w LLI Q Z Z Jo -JLO O z 0 0 n 0 rn 0 w UPDATED FOR FBC & NOS 97 8 UPDATED FOR 2004 FBC x 1- x 1- x a� 0 0 N 0 m 0 0 0 U1 N 0 0 N 0 0 oi N 0 0 U 0 0 drawing X94 -55 no. • • ••• • • • ••• •• •• • • • •• •• • #8x1" TEKS 0 18" 0.C. ALTERNATE SILL NO BOTTOM TRACK 1x2x1/8" TUBE O TOP 11" LONG SEE ELEVATION RON- 68 SLAT -' lxlx1/16" ANGLE RON -72 TRACK CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL • • • • ••. • • • • • ••• • • • • • 2g1P,ri1 % 4" CLIP ANGLE 2" LONG -, 2 1 ! CO \ -v- �-A • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 111:1.Y • " rl w Jim :AN • • • 4 a • • • • • fr. •• SAt'� • •• • ••• • • p 1,8 "' 1.C. • 1 • • • •• • • • , • •• • • • • • ••• •• 1/4x1 -1/2" NAIL -IN ® 16° O.C. 1/2" GLASS ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD METAL A 2 1 - - 8 1 - - - C 1 1 - - D 3 1 - E - - 3 - F - - - 1 3" MIN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN RON -68 SLATS RON -72 TRACK CONTINUOUS (2) #14x3/4" SMS 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE REEL RON -72 BOTTOM TRACK OPTIONAL ELEVATION SINGLE SPAN TRACK ON WALL TUBE U8 ANGLE lxlx1/16" ANGLE -' RON -73 TRACK 1xlx1 /16" ANGLE #14x3/4" SMS ® 12" 0.C. ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD METAL A 4 2 - - 8 2 - - - C 2 2 - - D 4 2 - E - - 4 - F - - - 2 1-1/4" CONT. ALUM ANGLE /TUBE 2X2X1/8 "fir 2X3X1/8 °l1 2X4X1/B "1� I 2X5X1/8 "� . J I I 1 1 1 1 2x4x1/8" CLOSURE ANGLE 1/4x1 -1/2" NAIL -IN ® 8" 0.C. 2x5x1/8" BOTTOM ANGLE 2 x 2 x 1/4" CLIP ANGLE W/ #14x3/4" SMS 2x2x1/4" CLIP ANGLE 2" LONG #14x3/4" SMS ® 12" O.C. 6" O.C. PTO 2 100 PSF @ 12 ® 6" O.C. UTO 220 PSF RON -73 TRACK 2x2x1/8" TUBE © TOP 11" LONG (2) #145/4" SMS I — BRACKET Ili SINGLE SPAN WITH BUILT OUT Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL. & FLOOR COVERING (STUCCO. TILES, ETC.) 1 2x2x1/4" CLIP ANGLE 2" LONG 2 PER CENTER TUBE MULLION 1 PER JAMB MULLION " , :A - PCt)NS 1 .1 4.. .Y{R_ 2x5x1/8" ANGLE © IMPACT SIDE #8x1" TEKS & WASHER © 18" 0.C. MULLION SEE GRAPH 1xlx1 /16" ANGLE BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE OF OPENING OR OUTSIDE. RON -73 TRACK 2x2x1/8" TUBE 2x CONT. TUBE MULLION SEE GRAPH 1/4" DIA. TAPCONS (3) INTO CONC. (4) INTO WOOD 3" MIN FOR 64" SPAN 3 -7/16" MIN FOR 86" SPAN L RON -68 SLATS r BRACKET IL (2) #14x.3/4" SMS FLOOR SHOE REEL SINGLE SPAN SPLIT SHUTTER W/ MULLION Engr: DR. HUMAYOUN F/RODO STRUCTURES FLA. PE ,11 16557 C.A.N. ,1538 N Win 'R t ) RollShutter Detail o0) Q_ O . J . L. ZD -J °O m Z D(no� Z 5 -� O �L()=� t 0 a 0 w v 0 z N W W n w x u, NO CHANGE THIS SHEET FOR 2004 FBC x r 1 a: 0 0, 0 0 N rn 0 0 M 0 0 0 n 0 0 0 u 0 W 4 "7-1 • J • • ••• • • • ••• •• •• • • • •• •• • 0 J Z L7 H (11 W 0 $I ' • 1 • • ••• I ANCHOR R LORSMa2 C.HAF,T 2 -- • _ -- I TA - ANCHOR CHART 1 RL!?RS,AI 1 1.00 c 0.71 0.57 0.50 E , MPLE: FOR - ' EDGE DIST. SPACING = 12" 0.C. (FROM CHART) •• • • .i - •• • • : ] i ••• •• Li 1111 ,ell ,'ZEN�� EMI St 1111112111111111.1 _ MORN NNW 0` : — \0 t }- ANCHOR SP4CIN-_,..____ tAl 1 „ , 1 1 1 , 1 1 1 1 I . , . It . , , ( . II 1 1 1 1 , . 1 1 . .. 1 III , e N -i IL iv aC') 0 J Z m ((1 0 LE 1.5 20 25 3S 35 TRIBUTARY WIDTH - INCHES 40 1;; L@ El n Ln i9 • • • • • • • • • • • • • ••• • • • ••• • 1 • • ••• I ANCHOR R LORSMa2 C.HAF,T 2 -- • _ -- I TA 6d= 1 -1/2" I 1 1.00 c 0.71 0.57 0.50 E , MPLE: FOR - ' EDGE DIST. SPACING = 12" 0.C. (FROM CHART) •• • • ••• •• • • • ••• •• Li 1111 ,ell ,'ZEN�� EMI 11=11Pr 1111112111111111.1 NW MORN NNW N m N 1B LH 1.5 20 25 30 35 40 rRIBUTARY WIDTH - INCHES c) 1.5 20 TRIBUTAR 'WIDTH - INCHES 3E1 35 I -- MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TD;P: ;TAD\.- IA1,nTI 40 •111111P5111111111111 ALNNC�HOR CHART 4 ■01111■ ■i■i■131■■ MIRE HOR Iiiiiii■, k11111111111111111111111111111116, ■, ■ ■ ■■ ■ ■ ■■ Lamm 11111111PMS111111111111111 .,■ ■,. ■ ■'... ■■�■.,':■ ■ ■,.` ■■ 111.1.1111111ME t6 15 20 25 TRIBUTARY WTOTH 5 30 35 TN .q3 AN ANCHOR ANCHOR SW . A L Ur 3rANS) TYPICAL ANCHORS: — 1/4" DIA. TAPCONS 1-3 " MBEDMENT INTO -1/4" EMBED • FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY .M_ULTIPLYING WITH THE FACTOR BELOW DIST. 12d=3" d=2-1/2" 8d =2" 6d= 1 -1/2" 5d= 1 -1/4" ,E F® ACTOR 1.00 I 0.86 0.71 0.57 0.50 E , MPLE: FOR - ' EDGE DIST. SPACING = 12" 0.C. (FROM CHART) •R 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.C. •_• —SI CONC. C -90 BLOCK - #14 SMS W/ RAWL SCRU -LEAD 1-1/2" EMBEDMENT INTO 3000 = 1/4" ZAMAC NAILIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK PSI CONC. ANCHOR ® - 1/4" RAWL CALK -IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK - 1/4" DIA. TAPCONS 1 -1/2" MIN PENETRATION INFO WOOD (S.G. =0:55) 114 SMS OR SELF DRILLING (TEKS) SCREWS INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO. TILES. ETC.) ANCHOR ANCHOR Q TYPICAL EDGE DISTANCE IN WOOD = 3(4" TYPICAL END DISTANCE IN WOOD = 1 NO REDUCTION FACTOR IS REQUIRED Engr: DR. HUMAYOUN FAR000 STRUCTURES FLA. PE # 10557 C.A.N. 35:19 I' 1 3 .II. r006 Ln W 0 0 0 ■rb CC U7 n C RollShutter Detai 0 0O > J Z8 o � m Z Wz� Z 0 QZQ J Q ui I rn 10 oo Ln 10 O r7 r <n 0 N a� 0 U 14-1)) 0 V1 W 1 WOOD S.G. REV. PER BCCO COMMENTS UPDATED FOR 2004 MC 1- 1- O -o v1 01 0 0) 0 0 n .1 0 n 0 0 O (V 0 tC U O 4 0 scale: 1/2" 1 o_ ) drawing no. 94— 55 Sheet 3 of 21 #8x1" TEKS & WASHER © 18" 0.C. HOOD HEIGHT VARIES r- RON -68 SLAT r- NOTCH ANGLE 1 - 1/2- 2x4x1/8' CLIP ANGLE 2x6x1/8" TUBE HEADER f 2x3x1/8" // 2x4x1/8" (2) #14 SMS '� 2x2x1/8" ANGLE 2" LONG RON -73 TRACK 2x4x1/8" MULLION (1023) 1X1X1/8" ANGLE r- L ANCHORS SEE SHEET 2 2x2x1/8" TUBE r' # 14 X 3/4" S.M.S. ® 12" 0.C. UPTO 100 PSF ® 6" 0.C. UPTO 220 PSF • • ••• • • • ••• • • •••�• •• • • • • • • • • • • • • • • • • ••• • • • 1 /.a" a • • • • • • • • • ••• • • • • ••• T_ I T.--7'- I! .e 1 1 -4_. • ••• ¢ + • • • t •• ' t • • • • • •• • •: oil I • • •• • • • • • • • • • • • • . o • • • .. CONTINUE • • •• see ••• • AS REQUIRED. CONTINUOUS Ar4 LEs . • • • • •• • • • • • • 1/4 "x2 -3/8" TAPCON ® 8" O.C. X ••• •• • • 1 • • 1 • • • 1 • • • ••• • 1 / ED I SHUTTER HEIGHT MULLION HEIGHT CLIP ANGLE CCD MULLION W/ #14x3/4 SMS 2x4x1/8" ANGLE 2x3x1/8° 2x2x1/8° 1x2x1/8" POST MULTIPLE SPAN SECTION FOR MULLION ANCHOR SEE DETAIL 2x5x1/8" ANGLE I► ID SEE SCHEDULE 2x2x1/8" CLIP ANGLE m FASTENERS 1 X 2 X 1 /8" A_i;14 TUBE :AD A='AciTY FOR FASTENER SYSTEM rEADE i RUC P.IRE CONNECTION WITH TUBE EXTENSION A A•r..E FASTENER 12. /S 394 197 450 10.75 388 194 444 8.75 380 190 435 6.75 368 184 422 HEADER TUBE CONNECT HEADER TO TUBE W/ 1/2" ALUM THRU BOLT TRACK HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION _*- --- i 'C : e 8.. ALUM TUBE -,---TRACK T Sw TT ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE FASTENER EMBED P1 CONC. 3 /8 "0KWIK BOLT 2 -1/2" 1290 1 /2 "IKWIK BOLT 3 -1/2" 2130 5 /8 "0KWIK BOLT 4" 2850 BLOCK 1/4" SLEEVE ANCHOR 1 -1/8" 350 5/16" SLEEVE ANCHOR 1 -1/4" 375 3/8" SLEEVE ANCHOR 1 -1/2" 438 WOOD 1/4" DIA. TAPCONS 1-1/2" 499 DIRECT H DER CONNECTION TO STRUCTURE REACTION =R = 4 X Sh X Sw X Pd USE DIRECT CONNECTION AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE ALLOWABLE CAPACITY. FOR COMBINATION OF DIRECT ANCHOR AND TUBE EXTENSION USE THE TOTAL CAPACITY AS THE SUM OF THE TWO TYPES TOP MUWON CONNECTION TO WALL - SEE DETAIL RON -68 SLATS ANCHORS MULTIPLE SPAN PLAN HEADER NOT SHOWN - MULLION STORM BAR NO. OF FASTENERS IN WOOD ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. 232 X 2 1/4° TAPCONS 1 -1/4" EMBED ® 8" 0.C. 2 X 5 X 1/8" ANGLE (2) # 14 X 3/4" S.M.S. 2 X 2 X 1/4" ALUM ANGLE 4" LONG INTO CONC. 12" LONG INTO BLOCK 8" LONG INTO W000 USE LARGER ANGLE LENGTH TO MAINTAIN MIN 5d SPACING SEE .SCHEDULE � # 14 S.M.S. 2/ ANGLE (2) 1/4" TAPCONS OR (2) # 14 S.M.S. TO BUILT -OUT ANGLE FLOOR SHOE BOTTOM MULLION ONNECTION TO BUILT —OUT STORM BAR CONNECTION TO FLOOR Sc CEILING NO. OF FASTENERS READ. EACH SIDE STORM BARS FASTENERS CONC. W000 RON 24 RON 24 &23 RON 57 A, 0 2 - E - 2 RON 56 2 X 2 X 1/8" 2 X 3 X 1/8" A, D 2 - E - 3 2 X 4 X 1/8" A, D 2 - E - 3 2 X 4 X 1/8" W/ STIFFENER A, D 2 - E - 4 2 X 6 X 1/8" A, D 3 - E - 5 _ 2 X 6 X 1 /8 " W/ STIFFENER A. 0 • E 3 _ 6 BUILT -OUT ANGLES 2 X 4 X 1/8" 9 -1/2" LONG (2) # 14 S.M.S. 2 X 4 X 1/8" ALUM TUBE 2 X 4 X 1/8" ALUM ANGLES 9 -1/2" LONG STORM BAR BOTTOM CONNECTION VIEW "A -A" Engr: DR. HUMAYOVi•1 FAR000 STRUCTURES FLA. PE if 155.`.7 C A.N. ._r 5 38 j4N-3-% 6 14 w I• v _ Q,+0 o 0 c a c n z K1 0 ca" O a o� N st w o X4 1 J ° 1 Z W N 1- a V I a a j 0 M1• rn. 0 0 0 a) (n 0 O_ N 0 a� 0 0 0 z w 1 SHEET 3 REVISED S 3 REV PER BCCO COMMENTS UPDATED FOR 2004 F8C .0 u) 0 0 0 C C 1 02.02.95 0 1 07.02.95 0 N O w F 110.28.03 0 V 'D � l n L V drawing no. 94 -55 (sheet 4 of 711 • ••• • • • ••• Sh • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • r,L.,i,.ww ,n d, REACTION (Rc) END MULLION ' �- rsCnvLM CENTER MULLION • • • • • • • • • ••• •• • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • { HFAPFP T! IRr ._, •• •:i• na -na.•• • • •• .• :AN:i :TIC • •• • • • • • •• • • • • • Sw1 Sw2 DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 HEADER CONNECTION TO CENTER MULLION RC Sh (Sw 1 + Sw2) Pd 4 Rc = 4 HEADER CONNECTION TO END MULLION Re = Sh (Sw1 OR Sw2) Pd 4 4 FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL AO Re /Rc< 3721 Ibs USE CONNECTION DETAIL ©B Re /Rc< 4442 Ibs USE CONNECTION DETAIL 0D. ALL DIMENSIONS SHOWN Sh, Sw, Sw1 ETC. ARE IN FEET. • LIV_LION 10 SE AS READ. JT S 1111 i I rI: 1111111 '1Trlf1"IM1'Il/illlfl'1'iI; 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS REQD. MIN 1/8" THICK 2" W/ NUT &UM BOLT LOCK WASHER MULLION TUBE AS REQD. MIN 1/8" THICK ALT. OA 14 t 3/4" S.M.S EACH. LEG . +1 X 2 X 1i 4 ALUM ANGLE (6063-.T6) / ! j �11411f1111 ;7f111Ul1TlT1/fi9ifll■ 2) # 14 X 3/4" S.M.S. MULLION © EACH LEC1 AS REDO. MIN . i n,' HICK. W/ NUT & LOCK WASHER HEADER TUBE AS READ. MIN 1/8" THICK (2) # 14 X 3/4" S.M.S. © EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG ACCESS HOLE 8 2 X 2 X 1/4"--, ALUM .ANGLE / (6063 -T6) it 1 I !i 1I i ,/ I MIN I I 1 /8" THICK ThC'''')IIR" LOCK � I � 1110.11ll "1117 TfrIi)I'I'lf!'Tfl!'ll1/ HEADER T AS REQD. MIN 1/8" THICK MULLION TUBE AS REQD. MIN 1/8" THICK (2) # 14 X 3/4° S.M.S. © EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HLADER TUBE AS READ. MIN 1/8" THICK ALT. -1- ACCESS HOLE D -021 HEADER TUBE AS REQD. MIN 1/8" THICK -1 — __.- 1-._ _ .. ALT. Engr. DR. HUMAYOJH F.AROOQ STRUCTURES FLA. PE # 165:7 C.A.N. 3538 HEADER /MULLION CONNECTION DETAILS MULLION TUBE AS READ. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ii\- ACCESS HOLE • J Q W 0 Z 0 J J w O LU O O) O < V) r • W rn 0 J u7 Z 00 m I Z w 0Vo Z Z age O f3_' 2� In C 0 0) .; L O 0 rn a) U 0 O °w n w N NO CHANGE THIS SHEET -o r 0 01 O N O 0 tri N 0 O n O N O 0 01 0 \C V W dote: 07 -22 -94 0 a c V drawing no. 94.55 shee-t-5-737-2-7-0 • J 0410 • • • 4100 •• •• • • • •0 •• • Sw • + • • • . --- • • • • 04141 • • • • • • • • • • • • • 41.41 • • • • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • 4141• s HEADER -- ••• • • • • • • • • • • • 000 • • NUMBER OF FASTENERS /SII% • • • • • • t + • • • • I. I • • • • • . • • 1 • STORM BAR SIZE # 14 S.M.S. RON -24 RON -24 &23 RON -57 RON -56 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 •. 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER 3 • • STORM BAR # 14 S.M.S. •I ••• NT ALUM ANGLE © WALL - -1 'EAD=¢ TUBE BETWEEN MULI.!ONS E OUAL STORM BAR TRACK 2 X 2 X 1/4" CLIP ANGLE EACH SIDE W/ # 14 S.M.S. r SEE SCHEDULE BUILT -OUT ANGLES 2 X 4 X 1/8" � 9 -1/2" LONG STORM BAR WALL ANCHOR CAPACITY (Lbs) ANGLE LENGTH (IN.) # ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL ALUM ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X 1/8" 2 1 A CONC. 545 278 D BLOCK 273 273 E WOOD 624 278 3 2 A CONC. 763 417 D BLOCK 382 382 E WOOD 1248 417 4 2 A CONC. 1090 556 D BLOCK 545 545 E WOOD 1248 556 - 5 3 A CONC. 1226 695 D BLOCK 613 613 E WOOD 1871 695 LOAD ON STORM BAR IF P > CAPACITY OF SHALL BE DESIGNED ANCHOR = P = Sw X Sb X Pd X FACTOR 2 X ( # OF SPANS) + OUTSIDE STORM BAR BUILT -OUT ANCHOR DETAIL FASTENERS SHOWN, ANCHORAGE SYSTEM ON JOB TO JOB BASIS. FACTOR = 1.25 FOR 2 SPANS = 1.10 FOR 3 SPANS Sb = STORM BAR HEIGHT ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. 2 CONT. SEE MULLION ANCHOR DETAIL -1, i.„/- SEE SCHEDULE TRACK - # 14 X 3/4" S.M.S. CHANNEL OR 1x2x1/8" ANGLE •/-SEE SCHEDULE X 5 X 1/8" ALUM ANGLE 6063 -T6 (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) # 14 X 3/4" S.M.S. EACH SIDE INSIDE STORM BAR TO WALL ANCHOR DETAIL HEADER TRACK t 1 + + 1 I t I 2 X 2 X 1/8" CLIP ANGLE TO CEILING EACH SIDE CHANNEL OR 1x2x1/8" ANGLE 2 X 2 X 1/8" X 2" ALUM CLIP ANGLE W/ (4) # 14 S.M.S. TOP & BOTTOM MULLION (CONTINUOUS) (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) # 14 X 3/4" S.M.S. EACH SIDE SEE MULLION ANCHOR DETAIL INSIDE /OUTSIDE STOR BAR MULLION TO FLOOR ANCHOR DETAIL Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 IAN 3.41 7100E1 & PRODU C) .0 el N 0 X R(Ir i HP Ci . S I 0) 0 0 IX o W J • Z — O 03 Z z a z0 � z 0 CC in •13 (3) 03 0 0 .(7) ( 0 0 C a • 0 (1) 0 SHEET 3 REVISED WOOD ANCHORS REV. NO CHANGE THIS SHEET mU 0 0 N 0 1- r 0 0 0 N 0 04 N 0 0 0 lC 0 0 W rn n n I 0 ti N ( 7 drawing no.1 94-55___J Sheet 6 of 21 CLIP ANGLE CONNECTION NUMBER OF FASTENERS /S:DE Mut._ON S;ZE # 1.4 S.M.S. '� 2 X I/8 2. �_ 1;8 2 X 4 X 1/8" ,,0 W/ STIFFENER 4 5 2 X 6 X 1/8" 6 2 X 6 X 1/8" W/ STIFFENER 7 MULLION TUBE AS REQD. MIN 1/8" THICK • • • •• • • • ••• •• • • • • • • •• •• • ■ULIION /AL1:AN(••r R r.APACITY:Lbs) MULLION SIZE ANC! E LENGTH (IN.) 1 j4" 2 X • • ••• ANCHORS/SIDE • • • ANCHOR TYPE BASE CAPACITY OF MATERIAL CONNECTION 525 t • •o WOOD • A. CONC.••• 1635 Sw I• i •• • • • 1: • BOCK •• 818 - • • • • --•-• -.-• -- •- . - ..--� -• ---B.75 — • • • • •• • c• WO- 1tD 1811 2 X 4 X 1/8" •— � - 2 -.. 1•• CONC. 2180 - 5 - L. .D BLOCK 1090 - 3 • • • • • • • • •auuu • 249 2 X 4 X 1/8" W/ STIFFENER 11.25 • • 5 •. • • • A • LCON•C• 2725 2 — 1 • • • i i I:• • • BLOCK s 1363 • • • • • L• • • •WOOD 3119 13.75 6 A CONC. 3270 D BLOCK 1635 E WOOD 3743 WALL CONNECTION TOTAL LOAD ON MULLION P = Sh X Sw 4 P = Sh X Sw 2 Pd = Pd = LOAD AT ANCHOR AT TOP = Pt = SAME AS ABOVE Lbs (END MULLION) Lbs (CENTER MULLION) P • Sb Sh = Lbs AT BOTTOM = Pb = P - Pt = Lbs IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. SEE TABLE BELOW MULLION TUBE AS READ. MIN 1/8" THICK SEE TABLE BELOW 4 SLAB CONNECTION MULLION CONNECTION TO FLOOR Sc CEILING NO. OF FASTENERS READ. EACH SIDE MULLION SIZE FASTENER TYPE ih • END MULLION CONC. WOOD St WOOD I CENTER MULLION A Sw L Sw I Lbs (END MULLION) Lbs (CENTER MULLION) P • Sb Sh = Lbs AT BOTTOM = Pb = P - Pt = Lbs IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. SEE TABLE BELOW MULLION TUBE AS READ. MIN 1/8" THICK SEE TABLE BELOW 4 SLAB CONNECTION MULLION CONNECTION TO FLOOR Sc CEILING NO. OF FASTENERS READ. EACH SIDE MULLION SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2 X 2 X 1 /8" 2 X 3 X 1/8" A 2 - I - B 4 - 3 - C 2 - 2 - E - 3 - 2 2 X 4 X 1/8" A 3 - 2 - B 7 - 5 - C 4 - 3 - E - 5 - 3 2 X 4 X 1/8" W/ STIFFENER 1/2" 0 KWIK BOLT 1 - 1 - 2 X 6 X 1/8" 1/2" KWIK BOLT 2 — 1 2 X 6 X 1/8" W/ STIFFENER ALL DIMENSIONS SHOWN Sh, ;k, Sb ETC. ARE IN FEE :T. ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR D ANCHOR DESCRIPTION: - 1/4" DIA. TAPCONS 1 -3/4" EMBEDMENT INTO 3000 PSI CONC. 1 -1/4" EMBEDMENT INTO C -90 BLOCK - #14 SMS W/ RAWL SCRU -LEAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. - 1/4" ZAMAC NAILIN ANCHORS 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK - 1/4" RAWL CALK -IN ANCHOR TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK - 1/4" DIA. TAPCONS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 in h 3 0 0 oc 3:. iv �i 0 ✓ v W 0 z f) o z> co • a op CC N N z ,n W N2H� .J MULLION & BOX DETAILS ° a) O cr O w J Z — O CO Z W Z Q gV) 0 Qz k•-•'O2 01 In c0 h N 10 O 1`r) ."r c 0 N m 0 0 m a� .0 z ce ce T.H. ! SHEET 3 REVISED WOOD ANCHORS REV. REV. PER BCCO COMMENTS X T H. I UPDATED FOR 2004 FRC a) 0 -o 0 0 0 N 0 0 0 ,c 0 W L U N a .o u drawing no. heet7of21 x 2 POST - SINGLE SPANS \ � as • • 1.- . • I • •• • •iy� MAX.XE1 MA OEFL. SPAN /180 _ _ _ -. 1 MINIM N •1• • ,___WO ID ID = MAX. ___ • .`\ _,___ —__ 11111 1E111 11111111 11111111 .`8.. SHUTTER T . _ _ 1111, .--I 4Il 1111, 5454" = = �� "1-1-: 1111111111111 HT-.- nalli- 10.11111 EIRINIME _TER _ _ 60'• 1111 1111 30 40 50 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST ID MODULE WIDTH END POST -- MODULE WIDTH —.=i I SINGLE SPANS 2 x 2 END POST - SINGLE SPANS ID r�1 CO ID •• •• • • • •• •• • • r .: r'.crs r ; TWO SPANS I �# will•nsommrdi minimmuirommi somosite. mem onsimmoranam lasimmorieutom mmistmetsomam imunistm RP2X2CE2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 120 130 MODULE WIDTH - IN - TWO SPANS STORM BARS as • • 1.- . • I • •• • •iy� _ —_ 1 MINIM • ‘ ..•I'�• •1• • • • ,___WO ID ID = MAX. ___ • .`\ _,___ I �# will•nsommrdi minimmuirommi somosite. mem onsimmoranam lasimmorieutom mmistmetsomam imunistm RP2X2CE2 MAX. DEFL. SPAN /180 60 70 80 90 100 110 120 130 MODULE WIDTH - IN - TWO SPANS STORM BARS 30 40 50 60 70 80 MDDl;l.E WJ.11r- - LN. - SING!. E. SPANS POST STORM BARS LL w 0 w w Cr) w 0 z U 1-1 m W L U7 T 1 m END POST -- MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS —_ 1 MINIM ___— ,___WO ID ID = MAX. ___ _,___ —__ 11111 1E111 11111111 11111111 11111111:111 -. _ _ 1111, .--I 4Il 1111, 1111§11111111 = = �� "1-1-: 1111111111111 HT-.- 1111 10.11111 EIRINIME _TER _ _ 60'• 1111 1111 42" SHUT TER _--_- . -. . 1111 1111 iiii- IOW iligia..48.' 8111111114011 SI-U 1111 AM HT. milammo Mt Immemummaggl _= RP2X2E01 MAX DEFL SPAN /180 __— . 'lm- .,, 1 30 40 50 60 70 80 MDDl;l.E WJ.11r- - LN. - SING!. E. SPANS POST STORM BARS LL w 0 w w Cr) w 0 z U 1-1 m W L U7 T 1 m END POST -- MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS 60 70 80 90 100 1 0 12.0 1:;0 N'DD; t'..E w.i j : + - N . - +0 .:;PANS LV ID 2 x 2 POST - THREE SPANS _�� MAX 1 1 ID ID = MAX. 11111111:111 -. _ _ .--I 4Il 1111§11111111 "1-1-: 1111111111111 EIRINIME =W_ _ 60'• 42" SHUT TER HT . - RP2X2CE3 MAX. OEFL. SPAN /180 iiii- iligia..48.' 3 SI-U T R HT. III __— 49- __ um Fill ._411 '- = . -- 180 N =MAX. RP2X2EO2 DEFL SPAN/ 60 70 80 90 100 1 0 12.0 1:;0 N'DD; t'..E w.i j : + - N . - +0 .:;PANS LV ID 2 x 2 POST - THREE SPANS _�� MAX 1 1 MAX. -. _ _ 48" 54" _ 60'• 42" SHUT TER HT . - RP2X2CE3 MAX. OEFL. SPAN /180 3 ID LL t` Cr) 0 HT. 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN. - THREE SPANS THREE SPANS 2 x 2 END POST - THREE SPANS 90 100 0 1 1 0 Mi:L,ULE WLL)TH 140 150 16 N . - I HREE SPANS MODULE WIDTH vz Engr: DR. HUK4AYOUN FAR000 STRUCTURES FLA. PE # 15557 r..A.n:. 3E38 _mac. +r� L. LOADING CHARTS (1) 0 0_ 1n 0 N .5 a) c 0 a 0 a) a) 0 L n w NO CHANGE THIS SHEET NG CHANGE THIS SHEET GRAPHS REV. .a 0 0 0 N 0 N O n Y7 0 0 0 O 12 19.05! T H. a rn 1 N 1 0 0 11 cv ti 0 o 40 -a u C- 'drowing nO. 1 0 w ti 0 a 0 94-55 sheet 8 of 21 MAX OEFL. SPAN /180 MAX. 42" SHUT TER HT . 3 49- '- 54" 90 100 0 1 1 0 Mi:L,ULE WLL)TH 140 150 16 N . - I HREE SPANS MODULE WIDTH vz Engr: DR. HUK4AYOUN FAR000 STRUCTURES FLA. PE # 15557 r..A.n:. 3E38 _mac. +r� L. LOADING CHARTS (1) 0 0_ 1n 0 N .5 a) c 0 a 0 a) a) 0 L n w NO CHANGE THIS SHEET NG CHANGE THIS SHEET GRAPHS REV. .a 0 0 0 N 0 N O n Y7 0 0 0 O 12 19.05! T H. a rn 1 N 1 0 0 11 cv ti 0 o 40 -a u C- 'drowing nO. 1 0 w ti 0 a 0 94-55 sheet 8 of 21 ) • • • • • • • Lt. CC C.0 tn (.13 z o co 0) LJ Lo 2 x 3 POST - SINGLE SPANS I I I 11 0 0 • • • •U 0 0 • • • • • • • • • • • •• • : 4 2°1114ost : TWO SPANS 1111111111E11 • . - -.., .-.41. -411 • • is- -.1---4-:.--4.3-4- • • II---- , -\, eik. 0 • e • • -..„, ,.. • MI • e el .01..... • • • - ■ ,.. 41-.7-',„ _a_ • • • "-- m 2 6. 1 • • a-. • • aNk:s., , . 4., - e. -°,7-• • : ....... 42 3 , __..., ' ID1/ - _, --------- .------.. 1- -4-------3-&-. • iiii■ J heign • \ .., . N a MN ....... NMI -.1144.4444 NM MN ......... -'444111111111b■- lb.- .r=-. 111110111■- 36" .1111111M4 NM 1111 • Ell 1111111111111111_ IINISNII I■■_ m 111Milfriall --""MOMMObbilft.... 111111111111 MEINIMIN11111111■ on ER " INN Ell 01. 11,- 1111- MI OMM11111 1111111111.- 11111111 NM— __ - ' bin_ nall-■ 111111111 W...' - NOMMII _ WI 111111111111 INVII111— ' • s) a 111111111121 ow MINIM smiui MI WeiuMilVa ■... ="110_ Wrillail-i4r2 so 111 le • S1- RP2X3CE1 MAX. DEFL. SPAN/180 A ■ 2 - In. I I I 11 0 0 • • • •U 0 0 • • • • • • • • • • • •• • : 4 2°1114ost : TWO SPANS 1111111111E11 • . - -.., .-.41. -411 • • is- -.1---4-:.--4.3-4- • • II---- , -\, eik. 0 • e • • -..„, ,.. • MI • e el .01..... • • • - ■ ,.. 41-.7-',„ _a_ • • • "-- m 2 6. 1 • • a-. • • aNk:s., , . 4., - e. -°,7-• • : ....... 42 3 , __..., ' ID1/ - _, --------- .------.. 1- 1 ....... • iiii■ I aK. 11111111GRIIIIIMMILIIIIML- M111121113111MEMIC., 1111111:1111 MITO11114 PMEMEMN MirlIMEMENTIMM MUMMUMMIMIMMIN ariiinassi .111.-Mirtrala 111111 1111111111111:1 MIMI maam MEI • • . RP2X3CE2 MAX. DEFL. SPAN/180 2 x 3 POST - THREE SPANS NI LI m 2 6. . . h. ib■ . - iiii■ Ilk, heign .., 11111., a MN ....... NMI -.1144.4444 NM MN ......... -'444111111111b■- lb.- .r=-. 111110111■- 36" .1111111M4 NM " -"11141110MOMMOOMMOM I■■_ m 111Milfriall --""MOMMObbilft.... on ER " 74 11101 NM— lit. bin_ nall-■ - W...' - _ WI _ 5 ' • s) a ow smiui MI IN ■... so 111 le • S1- UT TE' ■ 2 - In. ISM WM mm....1111 111■1111 WM in Immommtmw._ We" NM TOMI NMI al _ •• iiii= olulfileli INIMINIIIMMIRCHWA lintillEalling EI .... alla ill 15115.111 IIIMMILIWWW.Tog RP2X3CE3 MAX. DEFL. SPAN/180 - , limm.V.M1113218 Imi HT. 30 40 50 60 70 80 60 70 80 90 100 110 120 130 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - SINGLE SPANS POST w 0 LcZ/ (.0 LLI 0_ Z CD CO Cr) Lai END POST MODULE WIDTH MODULE WIDTH SINGLE SPANS MODULE WIDTH - IN. - TWO SPANS STORM BARS 2 x 3 END POST - SINGLE SPANS 111101111.1 1■9 11&4.8- 1111.1111111111.1111 MRS Ell MN III MOM! 11■11111111111■111111 ME= MINI VW 11111111111111■1 Immoi twim mm. Isammumenimg. sommiimmum .1.1.muliummami numiram. 4• NESE Mil ZEIMAIRMA-71.4=111111EVIIII =WM ilinal=111,11111 Millift=111111156.111110WM RP2X3E01 MAX. DEFL. SPAN/180 30 40 50 60 70 80 mont.n..E wIDTH - 1:N . TNLET SPANS LL 0 DESIGN PRESSURE - MODULE WIDTH TWO SPANS END POST MODULE WIDTH 2 x 3 END POST - TWO SPANS 60 70 80 90 I PO 110 1.7.0 I 70 m0OULL W .1.011-1 IN. - TWO SPANS ts MODULE WIOTH - IN. - THREE SPANS MODULE WIDTH STORM BARS THREE SPANS 2 x 3 END POST - THREE SPANS m 2 6. ih.... h. ib■ iiii■ Ilk, heign 11111., a MN ....... NMI &) NM MN ......... MEV lb.- .r=-. II= .1111111M4 NM " I■■_ m 111Milfriall ER " 74 11101 lit. bin_ nall-■ --•114z b._ .. WI roi s) a ow smiui IN ■... so am ■ es. ■ 2 - IIII ISM WM mm....1111 111■1111 in Immommtmw._ We" NM TOMI NMI al Ili 1111 olulfileli INIMINIIIMMIRCHWA lintillEalling EI .... alla NI 15115.111 IIIMMILIWWW.Tog - , limm.V.M1113218 Imi lienli NE4 RP2X3E02 MAX. OEFL. SPAN/180 IIW NM - RP2X3E03 MAX. DEFL. NM SPN\\8I NW 4 min 11111aigia Mel 60 70 80 90 I PO 110 1.7.0 I 70 m0OULL W .1.011-1 IN. - TWO SPANS ts MODULE WIOTH - IN. - THREE SPANS MODULE WIDTH STORM BARS THREE SPANS 2 x 3 END POST - THREE SPANS MODULE WIDTH F- 100 110 1..._10 1-10 1:710 1E:0 MODULE WIOT EN - f HREE SPANS END POST-1 & PRODL ' T _ I ;_f I a c CJ a 0.• 0 8 POST LOADING CHARTS revisions: c 0 2 -0 z 0 SHEET 3 REVISED NO CHANGE THIS SHEET tiz _0 x X Q) 0 0 es, 0 0 0 0 0 4et: 0 0 0 03 0, Ehgr: DR. HUMAYOUN FARO0a STRUCTURES FLA. FF ;6557 CA. 3538 1-7-- JAN-t ?0 ih.... Ilk, • ... ....... ob. ...... ......... lb.- Mlil_ .1111111M4 " III WM" IIIIM nall-■ --•114z b._ .. WI roi ko.■ mii..._ ■... so am ■ mm....1111 in Immommtmw._ We" al 1111 EI .... alla NI MGM Mg =MI mix Imi NE4 IIW NM - RP2X3E03 MAX. DEFL. NM SPN\\8I NW 4 min 11111aigia Mel • III . n I MODULE WIDTH F- 100 110 1..._10 1-10 1:710 1E:0 MODULE WIOT EN - f HREE SPANS END POST-1 & PRODL ' T _ I ;_f I a c CJ a 0.• 0 8 POST LOADING CHARTS revisions: c 0 2 -0 z 0 SHEET 3 REVISED NO CHANGE THIS SHEET tiz _0 x X Q) 0 0 es, 0 0 0 0 0 4et: 0 0 0 03 0, Ehgr: DR. HUMAYOUN FARO0a STRUCTURES FLA. FF ;6557 CA. 3538 1-7-- JAN-t ?0 !L r •) 1.,.1 CC CP u1 a z@ L7 � H (J) w a @ ti 2 x 4 POST - SINGLE SPANS LL • • ••• • • w •• •• • • • •• •1 • : • :2 :x : T : - TWO SPANS MI 11111111111,11111 111111R1 -i —,_ NMI -- 111111111111 m .` -- N MI 4. 11111111 IN 11111111 11111111111111111111 , 1111 111111111111 11111111 ,'''• 1111 ,- \ ilikb,-44 \ • 60 • SHI. E .. =— e • 1101 • • • • lb" III a\ az al NM Kla -SW � m ___ •. • MR .,.N-INNS NMI UNIIIIIMI. El 1111111111111111_ _Al EL_ Mil 11111111111111111111_ El __..._ - E rol - _.-milm wpm._ 1111 111141_ 1►. MIMI - 1111111111011116- RP2X4CE1 MAX. DEFL. SPAN /180 _mmilm— '----- LL • • ••• • • w •• •• • • • •• •1 • : • :2 :x : T : - TWO SPANS u_ w -y CC 0) (n @ Wm a zM 0 03 H W 0 .0 m 30 40 50 60 70 80 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - SINGLE SPANS o• r'J MODULE WIDTH SINGLE SPANS STORM BARS 2 x 4 END POST - SINGLE SPANS 11111111 MI 11111111111,11111 111111R1 -i —,_ NMI -- 111111111111 m .` -- N MI 1111 11111111 IN 11111111 11111111111111111111 , 1111 111111111111 11111111 ,'''• 1111 ,- \ ilikb,-44 ` 1 0 • =— e • 1101 • • • • lb" III a\ az al NM Kla `a`EG�MI RIM MEM �.� A I m PM: •. • MR .,.N-INNS NMI UNIIIIIMI. _Al IMINIPEPI - WNW 1111 - 1111E111 1111 111141_ 1►. MIMI - 1111111111011116- ISM -•gl ...— Iwo MiliriniMINIIIIIIIMmarillill 71 III --= ... sow. Ilk RP2X4CE2 MAX. DEFL. SPAN /190 ' MAX . OE MAX. DEFL. SPAN /180 u_ w -y CC 0) (n @ Wm a zM 0 03 H W 0 .0 m 30 40 50 60 70 80 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - SINGLE SPANS o• r'J MODULE WIDTH SINGLE SPANS STORM BARS 2 x 4 END POST - SINGLE SPANS 11111111 MI 11111111111,11111 111111R1 -i —,_ NMI -- 111111111111 m IMIll -- 11111111 MI 1111 11111111 IN 11111111 11111111111111111111 NI 1111 111111111111 11111111 1111 ,- ilikb,-44 ` 0 =— El lb" III az al NM 1111 _� 90' whim _Al IMINIPEPI - 1111 - 1111E111 1111 111141_ 1►. - ISM -•gl ► iii- "WM EEO IIW sow. Ilk MAX . OE MAX. DEFL. SPAN /180 == �■ 30 40 SO MODULE WIDTH IN 70 80 :,LE SPANS MODULE WIDTH - IN. - TWO SPANS POST STORM BARS END POST-- - I PRESSURE - PSF MODULE WIDTH MODULE WIDTH TWO SPANS x 4 END POST - TWO SPANS 60 70 80 90 100 110 120 1.:30 NODULE: WIUT -1 IN. TWO SP•)N9 n: 4 POST - THREE SPANS 1 6" fa 11■._ 111 1110111111 - \1 -` ∎- 61 ------\"NIUi`'ii'NSII- 11111.11111111111111111111111111VMMINE - 11111M11111111�- - - --�∎ ----- ��i - - --- 111111MEI---IP11111111ii =E1 1- •- - - -i RP2X4CE3 MAX. OEFL. SPAN /180 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS STORM BARS MODULE WIDTH STORM BARS THREE SPANS x 4 END POST - THREE SPANS @_ @: RI N U) a .D _ _ 0 m E RP2X4E03 MAX. DEFL. SPAN /190 MODULE WIDTH 90 100 1 1 0 L20 1:30 140 LSO 160 MODULE WIDTH IN. - THREE SPANS END POST Engr: OR WJMAYOUN FA—R000 °.TRUCTUPES F.A. PE $ ;6557 C.A.N. 3538 • Ntia r {?.01X el r _ 3 Z w L ' .i 1 CI P D E"(--2, I CU W a a x 0 u Uz P.)°0 orz >"'.3 o5<< 1 co IX c'v Lt CI_ C7-1 z v' _ M v N 2 W ~7._ POST LOADING CHARTS 0 N a) C 0 L2 4- U 0) 0 fN 0 w N w NO CHANGE THIS SHEET N 0 0 •C al 0 4.7 0 0 0 N 0 W 0 0 03 0 L o of rn r 0 11 d O V u drawing no.l [94=-55; sheet 10 of 21 0 t MI 111111 NMI m IMIll MI Mall. NI III bil ME ilikb,-44 0 El IN III az al NM whim IMINIPEPI - - -a'- 1►. - -•gl ► iii- �i�'-- iiiiEN_ IIINSIIIIIMMINIMIE6- Ill Iffil'._. - - -_ NM m ELINI -- ITINJIMIIMII" 11,115111Wrataki Min= as Millitlehi 111111m••• RP2X4ED2 -- -== MAX. DEFL. SPAN /190 .-_-- 60 70 80 90 100 110 120 1.:30 NODULE: WIUT -1 IN. TWO SP•)N9 n: 4 POST - THREE SPANS 1 6" fa 11■._ 111 1110111111 - \1 -` ∎- 61 ------\"NIUi`'ii'NSII- 11111.11111111111111111111111111VMMINE - 11111M11111111�- - - --�∎ ----- ��i - - --- 111111MEI---IP11111111ii =E1 1- •- - - -i RP2X4CE3 MAX. OEFL. SPAN /180 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS STORM BARS MODULE WIDTH STORM BARS THREE SPANS x 4 END POST - THREE SPANS @_ @: RI N U) a .D _ _ 0 m E RP2X4E03 MAX. DEFL. SPAN /190 MODULE WIDTH 90 100 1 1 0 L20 1:30 140 LSO 160 MODULE WIDTH IN. - THREE SPANS END POST Engr: OR WJMAYOUN FA—R000 °.TRUCTUPES F.A. PE $ ;6557 C.A.N. 3538 • Ntia r {?.01X el r _ 3 Z w L ' .i 1 CI P D E"(--2, I CU W a a x 0 u Uz P.)°0 orz >"'.3 o5<< 1 co IX c'v Lt CI_ C7-1 z v' _ M v N 2 W ~7._ POST LOADING CHARTS 0 N a) C 0 L2 4- U 0) 0 fN 0 w N w NO CHANGE THIS SHEET N 0 0 •C al 0 4.7 0 0 0 N 0 W 0 0 03 0 L o of rn r 0 11 d O V u drawing no.l [94=-55; sheet 10 of 21 0 t ) Id (.n Id a 1 z (3 Id 0 2 x 4 POST WITH STIFFENER - SINGLE SPANS ts) 0 30 40 50 60 70 80 MODULE WIOTH - IN. - SINGLE SPANS 7' POST END POST MODULE WIDTH MODULE WIDTH --=-1 SINGLE SPANS LL 0 PRESSURE z 0 Id 0 • • ••• se •• • • • •• •• • 2 !c 04 P (3,ST• - CIR 311 • • 121111 1111 1111 1111 \ --r-- , 111 ...._.4— 11111111 \ 111 • •11 • 1 •• • • • • •_•• .... • 1111 t 1 . 1111 MO • • • • • • •-,.. • •-. --• • III - 08 1111MERP '2° Willi lifillign , III 11111151111111 11110 - _.. Elril --,... kIn 1111 84 - MEM _. 11111111 ■,,. 111E 'ill.IIIIIIIIIIL 11111111111611111 INIIIIIIIIIININII 11111111111111111 ARNIM NM :11311410111 MIIIMIIIIMI.1.1.11h■ smi ELCOMMATIMINIlli III% IIIM MIlkiiiirallilli■■ IIIIIIMI s) 110.111131012213111121 31. IIIMINVER. 111■_. 1111111111114- RP2X4ES2 -4 IIIIIIIIIMIIIIIIM 1111 .._ wori4-- SV-UT MAX. OEFL SPAN/190 E IIMMOIStillial Unnitil 111111:911111111NEM-11.11111ENSM 11111111115.11111111■12.1$111111111:1MM IMINIAMININTAZIZEIMPlirtain MI =Ai= I WM INCENC6- RP2X4ES1 MAX OEFL SPAN/ 18° Mil. 'EN.RINII■ 111111111 111111111111111m...._ „ma 111111111111111111 11111111111111111111111N111 115121 RP2X4SF1 MAX. OEFL. SPAN/180 11111111111111111111111105 30 40 50 60 70 80 MODULE WIOTH - IN. - SINGLE SPANS 7' POST END POST MODULE WIDTH MODULE WIDTH --=-1 SINGLE SPANS LL 0 PRESSURE z 0 Id 0 • • ••• se •• • • • •• •• • 2 !c 04 P (3,ST• - 60 70 80 90 100 110 120 130 MODULE WIOTH - IN. - TWO SPANS STORM BARS STORM BARS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER r- 111 LL (J) 0 6,) (J) (5) LJ 0_ 0 0 (T` 0 171 1111 CIR 311 • • 121111 1111 1111 1111 111111 --r-- 11111111 111 ...._.4— 11111111 0 111 • •11 • 1 •• • • • • •_•• .... • 1111 t 1 . 1111 MO • • • • • • •-,.. • --• • III 08 1111MERP '2° Willi lifillign , III 11111151111111 11110 - _.. Elril -"'"11111 ...0 MEM _. 11111111 NEM la In= 1111111111111111111111111, Elm_ 11111111111611111 INIIIIIIIIIININII 11111111111111111 ARNIM NM :11311410111 Iro smi ELCOMMATIMINIlli III% illifEL0411 1111111.- IIIIIIMI s) 110.111131012213111121 111■_. 1111111111114- RP2X4ES2 -4 111111111111 111111 1111 Mil wori4-- SV-UT MAX. OEFL SPAN/190 E Unnitil 111111:911111111NEM-11.11111ENSM 11111111115.11111111■12.1$111111111:1MM IMINIAMININTAZIZEIMPlirtain RP2X4SF3 MAX. OEFL . SPAN/190 "II I WM INCENC6- RP2X4ES1 MAX OEFL SPAN/ 18° 111111111 111111111111111m...._ 111111111111111111 11111111111111111111111N111 115121 11111111111111111111111105 111111111111111a1 RP2X4SF2 MAX. OEFL. SPAN/180 60 70 80 90 100 110 120 130 MODULE WIOTH - IN. - TWO SPANS STORM BARS STORM BARS 2 x 4 END POST - SINGLE SPANS WITH STIFFENER r- 111 LL (J) 0 6,) (J) (5) LJ 0_ 0 0 (T` 0 171 1111 1111 1111 1111 1111 1111 1111 11111111 11111111111■1111 ...._.4— 11111111 1111 11111111 ill 11111311,11111M1 1111 1111 NM. 1111 MO III III 11111111 iam 11111,111111111 III 08 1111MERP '2° Willi lifillign IIIIII 11111 III 11111151111111 tent - _.. Elril -"'"11111 111111111 Mill MEM _. 11111111 NEM la In= 1111111111111111111111111, Elm_ 11111111111611111 INIIIIIIIIIININII 11111111111111111 mu NM Iro smi ELCOMMATIMINIlli MI IIIIIIMI '14111111111 III Mill11111111 1111111111114- RP2X4ES2 II III III 1111 iiiiMMINGEMI Immigatillw MOM MU MAX. OEFL SPAN/190 1111111.111111 Unnitil 111111:911111111NEM-11.11111ENSM 11111111115.11111111■12.1$111111111:1MM IMINIAMININTAZIZEIMPlirtain RP2X4SF3 MAX. OEFL . SPAN/190 "01 I _ RP2X4ES1 MAX OEFL SPAN/ 18° 30 40 50 60 C 0 LI L E 1.4 N. 70 80 NC:LE SPANS POST 0 0 , 4 POST WITH STIFFENER - THREE SPANS 0' (In Id In 0 011 Id CCz 111 .0 Id 0_ ro 1-1 END POST--.-- ----....--- MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 4 END POST - TWO SPANS WITH STIFFENER 60 70 80 '921 MODULE W 1L 1-11 100 110 1 20 :1;0 iN . - T WO SPANS 111 ill 1 ' 11111111111■1111 ...._.4— ill 11111311,11111M1 III. 11111111111111111111 I "W MIMI% 11E111110111M14111 NM. '---. MO III III 11 III ligrl Ilk WWI III in- 1111=,.1111=111b..._ ----------- IIIIII 11111 III 11111151111111 E-,14 - _.. -"'"11111 111111111 Mill MEM _. III NEM la In= 11111111111611111 INIIIIIIIIIININII 11111111111111111 WM NM INI IN MI IIIIIIMI III 1111111111114- RP2X4ES2 II III III Um iiiiMMINGEMI 1 II ra 1 MI 111 1 I M MI IIIMITEMLIP•mrial■Www■ ."..1 MOM MU MAX. OEFL SPAN/190 1111111.111111 Unnitil 111111:911111111NEM-11.11111ENSM 11111111115.11111111■12.1$111111111:1MM IMINIAMININTAZIZEIMPlirtain RP2X4SF3 MAX. OEFL . SPAN/190 60 70 80 '921 MODULE W 1L 1-11 100 110 1 20 :1;0 iN . - T WO SPANS 111 LL 0 - UT TER HT. 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN. - THREE SPANS STORM BARS STORM BARS MODULE WIDTH THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER 0 0 RP2X4ES3 ._ MAX. OEP SPAN/190 rror.Ifi --]MODULE WIDTH R HT. .:?0 100 1:0 130 140 15C 1C,0 MODUL E 14101H - IN. - THREE SPANS Engr: C. 1-11_1MAYZ,UN FAROOQ STRUCTURES FLA. PE if 16557 C.A N. 35.38 ,,------ LJ 0 & PROD 1t T LOADING CHARTS 0 a 0 CC CT) (_) _J 1.1") z ---i 00 0 CO I Id LLI Z — < Z _J 5 0 _J < CC to 11) 1•- ( 0 0 0. 0 1) -0 z 0 (77 0 1.1 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0. 0 >- _0 1- 4- 4- 0 -o 0 0 0, P. 0 147 0 0 0 t`J 0 ern 0 ,c 0 0 ) cn CSI 0 '<V 6 0 0 0 .0-' 0 v) • . drawing no.] 94.-55 1 GEis.LLILRL2iJ 1 ' ...._.4— '---. ----------- I -------1 E-,14 - _.. '.1 MEM NEM la In= WM NM WM IIIIIIMI WM 1111111111114- II III III iiiiMMINGEMI 1 II ra 1 MI 111 1 I M MI IIIMITEMLIP•mrial■Www■ ."..1 LI I I MI 1111111.111111 Unnitil 111111:911111111NEM-11.11111ENSM 11111111115.11111111■12.1$111111111:1MM IMINIAMININTAZIZEIMPlirtain RP2X4SF3 MAX. OEFL . SPAN/190 I LL 0 - UT TER HT. 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN. - THREE SPANS STORM BARS STORM BARS MODULE WIDTH THREE SPANS 2 x 4 END POST - THREE SPANS WITH STIFFENER 0 0 RP2X4ES3 ._ MAX. OEP SPAN/190 rror.Ifi --]MODULE WIDTH R HT. .:?0 100 1:0 130 140 15C 1C,0 MODUL E 14101H - IN. - THREE SPANS Engr: C. 1-11_1MAYZ,UN FAROOQ STRUCTURES FLA. PE if 16557 C.A N. 35.38 ,,------ LJ 0 & PROD 1t T LOADING CHARTS 0 a 0 CC CT) (_) _J 1.1") z ---i 00 0 CO I Id LLI Z — < Z _J 5 0 _J < CC to 11) 1•- ( 0 0 0. 0 1) -0 z 0 (77 0 1.1 NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0. 0 >- _0 1- 4- 4- 0 -o 0 0 0, P. 0 147 0 0 0 t`J 0 ern 0 ,c 0 0 ) cn CSI 0 '<V 6 0 0 0 .0-' 0 v) • . drawing no.] 94.-55 1 GEis.LLILRL2iJ atimmasiskairmasim- mmanwamam am= mumanima-mamm tom.!m meso nsentam misnornmm =NM Mgt 0 " ■ ■� 111111111101111111111111111111101111 RP2X60C1 MAX. DEFL. SPAN /190 '-__ -- a w ce w 0_ z U In w 0 CO t�7 .0 iy IU @ 0 11 2 x 6 POST - SINGLE SPANS 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST .n @ MODULE WIDTH MODULE WIDTH --=i SINGLE SPANS • • •• •q • • • •I • • � }..� • •i7 :•.C: E' '1: + TWO SPANS �\y EMEM \►.94.- 60 L. amine h. • • ■_ ■ ■_iiii2 8 • • • • • •1. • HT • • • •j • • • • • N , 4,4 • •fi• L. — — - a -.. 11111161, • • 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST END POST .n @ MODULE WIDTH MODULE WIDTH --=i SINGLE SPANS • • •• •q • • • •I • • � }..� • •i7 :•.C: E' '1: + TWO SPANS 1 1 f 1 r 5 1 VUU r -rr.- 1 1 1 1 I fl 1] 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS 2 x 6 END POST - SINGLE SPAN �\y \►.94.- 60 L. h. • • ■_ ■ ■_iiii2 8 • • • • • •1. • HT • • • •j • • • • • N , 4,4 • •fi• L. — — - a -.. 11111161, • • • 1., • 1111 MIll IIIMI MM MI MOM i U siltitalinill III milk ■_. Ell MI g .■ ■ ■._ ■ ■ ■-. mm ■ ■ m. ■ ■ !II 111111111 III ■■■m`, 1111111111111111 6. MB= all m mm \M MINMEILIMIENOmmdin mil ah immmm - ...m32 m oo' ■ WM ■�__ ENISER lea. ..III M MIIM■ mujilitilli 11111----11-11;11111- 11■111 --- MM RP2X6EP1 MAX. DEFL. SPAN /190 WMMIMMWM 1.., ,.11..1,1..1111. RP2X6OC2 MAX. DEFL. SPAN /180 ..WM- _M iiiiimagagibmzepatallUal 11111Mm MM. 1 1 f 1 r 5 1 VUU r -rr.- 1 1 1 1 I fl 1] 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS STORM BARS 2 x 6 END POST - SINGLE SPAN �\y \►.94.- 60 L. h. ■_ ■ ■_iiii2 8 ®k._ R HT 1111 1111 11111111 MUM 11111161, MN MI 1111 MIll IIIMI MM MI MOM Ism III milk ■_. Ell MI .. ■ ■ ■-. mm ■ ■ m. ■ ■ ■m 1111.„ ■■■m`, 1111111111111111 6. MB= all m mm \M MINMEILIMIENOmmdin mil ah immmm - ...m32 m oo' ■ WM ■�__ `"_.MM- ..III M MIIM■ mujilitilli 11111----11-11;11111- 11■111 --- MM RP2X6EP1 MAX. DEFL. SPAN /190 WMMIMMWM 1.., ,.11..1,1..1111. -30 40 50 60 70 80 MODULE WIDTH - IN - SINGLE SPANS POST STORM BARS N w U) 0 m 0 1 2 x 6 POST - THREE SPANS END POST-- - MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 END POST - TWO SPANS �\y 60 h. Mal WORM MI MIll END POST-- - MODULE WIDTH MODULE WIDTH TWO SPANS 2 x 6 END POST - TWO SPANS (0 70 80 90 100 MODULE WIDTH IN. 110 120 120 T40 SPANS tl U) a_ U7 W 0_ z 0 H 0 W O co m 0 IV m N @ 7 .y @ .--1 @ 07 RP2X6DC3 MAX. DEFL. SPAN /190 1111111111.1111.1111 11.11 llll 1.1 90 100 110 120 130 MODULE WIDTH - IN. - 140 150 160 THREE SPANS MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS meg @ ON 4) — ■�,1� INN . — —tea► r k P2X6EP3 X. DEFL SPAN /1B0 1 11.n 1,11 11,1 t�'rrr 0 1 1 61 1?0 1.30 140 1c_,O •. 60 LE WIDTH - IN. •- THREE SPANS Engr: CR. HI:MAvOUN FAROOQ STRUCTIMIS FLA. PE At 16557 C.A.14. 3538 1.. vl 0 ° = o 0 a O cn Cr � z > co P4 vi 00 Cr Cs1 Iwi cn z Lfl W N . w �J POST LOADING CHARTS a 0) 0 fX >� O) U w In Z0j co 0 w Z w^ 0In 0r, 0 Co 2re0 rx Lc) /n 0 -N CD z 0 0 0. 0 to N v M w 0, NO CHANGE THIS SHEET 0, 0 0 OP 0 0 • VI N 0 0 N 0 0 N 0 1n ai N 0 c 0 0 ) rn N 0 '0 L 11 N L ) drawing no-1 94 -55 (sheet-12&21) h. Mal WORM MI MIll MM MOM Ism milk ■_. .. ■ ■ ■-. mm ■ ■ m. ■ ■ ■m ■ ■■■m`, _ m mm \M on ■_MME mil ah immmm - ...m32 m oo' ■ WM ■�__ ..III M MIIM■ -_MM MM WMMIMMWM W-_�i ..WM- _M iiiiimagagibmzepatallUal 11111Mm MM. MAXX6 MAX DEFL L. SPAN /190 ...- (0 70 80 90 100 MODULE WIDTH IN. 110 120 120 T40 SPANS tl U) a_ U7 W 0_ z 0 H 0 W O co m 0 IV m N @ 7 .y @ .--1 @ 07 RP2X6DC3 MAX. DEFL. SPAN /190 1111111111.1111.1111 11.11 llll 1.1 90 100 110 120 130 MODULE WIDTH - IN. - 140 150 160 THREE SPANS MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS meg @ ON 4) — ■�,1� INN . — —tea► r k P2X6EP3 X. DEFL SPAN /1B0 1 11.n 1,11 11,1 t�'rrr 0 1 1 61 1?0 1.30 140 1c_,O •. 60 LE WIDTH - IN. •- THREE SPANS Engr: CR. HI:MAvOUN FAROOQ STRUCTIMIS FLA. PE At 16557 C.A.14. 3538 1.. vl 0 ° = o 0 a O cn Cr � z > co P4 vi 00 Cr Cs1 Iwi cn z Lfl W N . w �J POST LOADING CHARTS a 0) 0 fX >� O) U w In Z0j co 0 w Z w^ 0In 0r, 0 Co 2re0 rx Lc) /n 0 -N CD z 0 0 0. 0 to N v M w 0, NO CHANGE THIS SHEET 0, 0 0 OP 0 0 • VI N 0 0 N 0 0 N 0 1n ai N 0 c 0 0 ) rn N 0 '0 L 11 N L ) drawing no-1 94 -55 (sheet-12&21) O` 2 x 6 POST WITH STIFFENER - SINGLE SPANS 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CO LL d U) — a. ry W —. W m (nt a Zm wm D D ry 1 END POST -- MODULE WIDTH - .:=L- MODULE WIDTH - 1 SINGLE SPANS m r • • ••• • • • ••• •• •• • • • •. •• • 2 r• 4 POS'=•� �T!-1 :ST••CFFENER - TWO SPANS 1■11 WI -- ---- ---- ,„--III IMO 1111■111■11MILIM 111 MR MI IRO IVA \ -- - 1 - -- z - \t MI a .•. ME 11�_ EIVIIIIMIENEEMIIMMIIM -`.11n "`�ME.`.. ain_" 1111111110 _' 1111=1011111 1��� EN --■fillego CJ iin iminimmatim ill h`M l , EL MEM ,411,1111111111 11111111 '',MININ ILI- -IIIMEM-_I` �04 E ''.`.■`\ M _411111_"' `a a��\m32 _• _ r., .■ a n u m e n 1 _i_n-_ 1fi: .''',illm �._ m-- III RP2X6ES2 MAX. OEFL SPAN /180 MMIll ■ . rm. mum TTT Tt rr RP2X6SF1 MAX. OEFL. SPAN /180 MAX. DEFL. SPAN /180 -�-RP2X6SF2 ■■■ II 1111 1111 30 40 S0 60 70 80 MODULE WIDTH - IN. - SINGLE SPANS POST CO LL d U) — a. ry W —. W m (nt a Zm wm D D ry 1 END POST -- MODULE WIDTH - .:=L- MODULE WIDTH - 1 SINGLE SPANS m r • • ••• • • • ••• •• •• • • • •. •• • 2 r• 4 POS'=•� �T!-1 :ST••CFFENER - TWO SPANS 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS 2 x 6 END POST - SINGLE SPANS WITH STIFFENER MIN 1■11 WI -- ---- ---- ,„--III IMO 1111■111■11MILIM 111 MR MI IRO IVA -- - - -- z - \t MI a .•. ME 11�_ EIVIIIIMIENEEMIIMMIIM -`.11n "`�ME.`.. ain_" 1111111110 _' 1111=1011111 1��� EN --■fillego CJ iin iminimmatim 011110111110 DE EL ,411,1111111111 '',MININ ILI- �04 E ''.`.■`\ M • _ `a a��\m32 _• _ r., ' a n u m e n 1 en- 1fi: .''',illm �._ m-- III RP2X6ES2 MAX. OEFL SPAN /180 ■ . rm. TTT Tt rr MAX. DEFL. SPAN /180 -�-RP2X6SF2 ■■■ II 1111 1111 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO SPANS 2 x 6 END POST - SINGLE SPANS WITH STIFFENER MIN 1■11 WI -- ---- ---- ,„--III IMO 1111■111■11MILIM II MR MI IRO IVA LIMIIIIMMIIIMINI. \t MI 11111\111.1iii ME 11�_ EIVIIIIMIENEEMIIMMIIM -`.11n "`�ME.`.. ain_" 1111111110 _' 1111=1011111 1��� EN --■fillego Nil iin iminimmatim ■MAX. MAX . OEFL. SPAN/I80 30 40 50 60 70 80 - 11OD1JL_E WIDTH - tN. - SINGLE. SPANS LL m U1 r7 H La 67 Cr) cr U7 w m os 0 IS) MODULE WIDTH MODULE WIDTH TWO SPANS 6 2 x 6 POST WITH STIFFENER - THREE SPANS Q` 2 x 6 END POST - TWO SPANS WITH STIFFENER 60 70 80 0 100 1 1 0 1Z10 130 NODULE_ WID i H - IN •- CWO ;PANS m ru ID II MI IRO IVA \t \t\\ ME Nall ■,■„■,N_Mil �'0■`mil 1111111110 1111=1011111 1��� Nil iin iminimmatim '',MININ �04 E M INEKIIV14•1114 _• _ 1 1fi: ■■__� �._ III RP2X6ES2 MAX. OEFL SPAN /180 ■ . rm. TTT Tt rr 60 70 80 0 100 1 1 0 1Z10 130 NODULE_ WID i H - IN •- CWO ;PANS m ru ID L9 .--A 1-1-M U1 -4 W M . 0 W 0_0D z C7 H U)L9 w ,o O 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN - THREE SPANS STORM BARS T MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER "■„■■,.■■■ ■".',.■'11112111■ inummirimminma- at 0114 \timerimp 4 1LIMEICHEMINUE illinmuszniursresii IN • • 3 SPAN /180 n-r 110 120 130 140 1S0 ! b0 1JI0 1'H - IN . - THREE SPANS 06- 0213 Engr- DR. HUMAYOUN FAROOD I STRUCTURES FLA. PE # 16557 C.A.N. 3538 IAN F 1 ?!111V O O (n U a Cy Z�'� O gQa rLL ►+i W ui 0 M Q W N U a X 0 0 to N N 0 J W H LOADING CHARTS 1- V) 0 a_ rn D O C M W U _r w co m LU WZQ t) 000 r o O c N O to C 0 4-, O O_ "r- W w x u, NO CHANGE THIS SHEET _0 to O 0 0 r 0 U O w 0 7 r cn ry u N m drawing no.l sheet 13 of 21 1fi: III MUI MOM _� RP2X6SF3 MAX. OEFL. SPAN /180 1 I r „„ ”" „„ ,,,, ,I„ ,I„ „„ „r L9 .--A 1-1-M U1 -4 W M . 0 W 0_0D z C7 H U)L9 w ,o O 90 100 110 120 130 140 1S0 160 MODULE WIDTH - IN - THREE SPANS STORM BARS T MODULE WIDTH THREE SPANS 2 x 6 END POST - THREE SPANS WITH STIFFENER "■„■■,.■■■ ■".',.■'11112111■ inummirimminma- at 0114 \timerimp 4 1LIMEICHEMINUE illinmuszniursresii IN • • 3 SPAN /180 n-r 110 120 130 140 1S0 ! b0 1JI0 1'H - IN . - THREE SPANS 06- 0213 Engr- DR. HUMAYOUN FAROOD I STRUCTURES FLA. PE # 16557 C.A.N. 3538 IAN F 1 ?!111V O O (n U a Cy Z�'� O gQa rLL ►+i W ui 0 M Q W N U a X 0 0 to N N 0 J W H LOADING CHARTS 1- V) 0 a_ rn D O C M W U _r w co m LU WZQ t) 000 r o O c N O to C 0 4-, O O_ "r- W w x u, NO CHANGE THIS SHEET _0 to O 0 0 r 0 U O w 0 7 r cn ry u N m drawing no.l sheet 13 of 21 tg x 3 TOP SUPPORT - TWO SPANS ,ct cn CP z Is) r- u H W ts) 0 •^1 1st • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Lo 2 X 3 TOP SUPPDA tItt :SPANS.:• 1 % 7-- 1-.3 .._ • •• • illir 1 1 1 1 I A, ----1-- \ 1\ \ \ . - 1\1\ _i_. 4_ i A .1 \ 1 kilns" IMO IMO iULIUIIIIU L. On --II Mika L! a 1/0/1111 WINN 4, A1 '1,.. 1/74111/11 mo' JiiiiII , /P r" r 911 —4 1....li a NOMMINMOMOMEM MOOII!IIIIRI 111/10011 OMMOMMON • MI A 0 MOMMEMEMONE ONOWNIMM Mffi MIONOMEMMEN BJEVREMOMMISMOM Ili215660ANd lin KM ESSMOSONSMIES memmmamm.mm I ISESSILlarTIA ulI RSR2X3-2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS irx2A2 ' g 1-.3 .._ • •• • • illir 1 I RSR2X4-21 :A ' ---1 \ 1\ \ \ - 1\1\ i A .1 A WARIERNI ME INOOMMAIII Mika 1/0/1111 WINN 4, A1 '1,.. 1/74111/11 mo' JiiiiII , /P r" r 911 —4 1....li 6°111 NOMMINMOMOMEM 111/10011 • IIMMOSIN A MO •••...1) • - • • • • M .865 • m • • ci • w U119 (1) Ct 0_ zw tt1:1 bet 70 u0 AEI 110 12g L3o SHUTTER WITH - IN - TWD 5PAN5 tg 2 x 4 TOP SUPPORT - WO SPANS 1 \ 30- \ I k+ \ N 1 i- 4,±---1--f---H- I RSR2X4-21 ' ---1 \ 1\ \ \ - 1\1\ i A .1 A ME Mika MN. WINN 4, A1 '1,.. mo' 1 IIN NOMMINMOMOMEM 111/10011 IMMINGli . IIMMOSIN A MO ONOWNIMM mer'PrrPOPNI 1...■.■.41/_-.-All■ggid Ili215660ANd lin KM NEURONE BERM ESNOMMEMMENEM ESEMBSORRIME OVUM MISENSMN4 mil pommoceisommom MMENNOMMISMOMM 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. rn 2 X 3 TOP SUPPORT - THREE SPANS IRSR2X3-3 90 100 1 0 120 130 140 150 160 SHUTTER WIDTH IN. - THREE SPANS 1.1) 2 X 3 TOP SUPPORT - THREE PANS z LJ \ -J its LJ D 00-12xg-g ocrc. AT 10 Pqr 1d0 110 120 130 140 15g 160 5hUTTER WIDTH - IN - THREE 5PAN5 tg ist Ea tJ- W w V) U4 z CC -4 0 1st H co 111 ILJ 15) 2 X 4 TOP SUPPORT - THREE SPANS RSR2X4-3 90 100 110 120 130 140 1 SHUTTER WIDTH - rN - THREE 0 160 ANS z END POST-1 2 X 4 TOP SUPPORT - TWO SPANS r 1 STORM BARS 00-12X42 10EFL AT 1Z F5F11___ 4 _4__.- i A .1 A WINN 4, A1 '1,.. NNW. 111/10011 IMMINGli . IIMMOSIN A mer'PrrPOPNI 1...■.■.41/_-.-All■ggid Ili215660ANd WWOMEMIM —.•-....111.. bg 70 80 90 10g 110 12g 130 51-1UTTER WIDTH - IN - TWD 5PAN5 TOP SUPPORT SHUTTER HT. STORM BAR LENGTH otn E.-4u -4!=? O r:45 0 (.11 o LCS Z Z L>1 C) 5 < < w a- 9 _00 c) 0 r) Z cN LLJ- TWO SPANS / eafiZzemirr-- ",-1 • .1 C.44t4- u) 2 X 4 TOP SUPPORT - THREE SPANS 0 0 o • Li., o-J. z_ 8 e_ z LA _z a Cr) Cn z -J L-1 < Ss. . 11) 00 N 0 L . - " 00142XA-2 DECL AT •0 PP 90 1 ff0 110 120 130 14 150 180 51-UTTER WIDTH - IN THREE 5PAN5 TOP SUPPOR SHUTTER HT. I 1 - AN -11 4 L. THREE14PANS.li (q revisions 0 0 a 4- 0 ID -o 44, w x NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 3 .13 1 0 0 t.0 dote: 07 -22 -94 c 0 .11 a a 0 0 utt 0 4.4 0 tat ▪ tr o c • tt, • - ot [ drawing no. 94-55 Fej-1.40',21 m 2 x 6 TOP SUPPORT - TWO SPANS ts) Pa \ AT TA \ iki PW • • I Imo! • 1 • • T • : 1: • .. I ;• I.: • • , • • • a .4, ' °A A Al 11 ■ , t 1 ■ \ I • • • .. • •1 E E EENEOEMMEEME VOMEMOUNINI MEI MIUMMONMEMI MOE 1iI!IiII 0111111111011 • • • • • A. I MOWN MOM MEMO! WROMEM 00 1 lEMOSIMMIN Ipirsormorm MA44 gig I/101P RUDA . M014 _ ORMOMM MEMO= MENEM WM SINCIMMO _ - UIiNii uuuIi'ii RS R2)(6-71 EMOMMEOMMIO MEMNON:UM. • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • c) 2 X 6 TOP SUPPDA •.• INC nPAN'Se" z TO LJ 1 tJ 06 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS • 1D131-12X6-2 iouL — END POST - THREE SPANS AT --- iki PW • • I Imo! • 1 • • T • : 1: • .. I ;• I.: • • , • • • a .4, ' °A A Al 11 ■ , ■ • • • • • • • .. • •1 E E EENEOEMMEEME MINI 1iI!IiII E • • • • • A. I . .1.■ . WROMEM 1111 E Ipirsormorm MA44 gig I/101P RUDA . M014 _ ORMOMM MEMO= MENEM iolop..--r-provip, _ - ----5:..14111144111111 see- *, • • • • • • • m Li ••11 • a s) • m V- .. w DId H 11 W 1S1 N 60( 70 80 90 10d 110 12d 130 MUTTER WIDTH - IN - TWO 5PAN5 ts) 2 x 6 TOP SUPPORT - TWO SPANS WITH STEEL STIFFENER a END POST - THREE SPANS tal IRSR2X6-3 Ljo-i- i tOgHWXS2 111:11:11.. NI EMEE iiti■ ■ , ■ AA E E EENEOEMMEEME MINI 1iI!IiII E EMEEEEMMENENEE MEMEMESEEEE UIiiii1iLIII WINE m WROMEM 1111 E MEMNO IMMO ORMOMM MEMO= MENEM BOOM EMOMMEOMMIO MEMNON:UM. Ino.- immiaddilm uuIliI IIIIuI v.- pram WISIMMEN RS2X6S 2 -_070pw e INSSM 2X .(2 w 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. 1 2 X 6 AWN lk1IL1ILIIlIIIIl AIMILI iiiiiiiiiiuuiii END POST - THREE SPANS N El IRSR2X6-3 A , 1 tOgHWXS2 111:11:11.. EMEE EMEEMM 111 11111111111 ERIE EN E .EEME MEW E Ih AA E E EENEOEMMEEME NEEEEMEMENESS EMEMEEEMEESE E EMEEEEMMENENEE MEMEMESEEEE MEMEMEMEMEMEE m ,0 100 110 120 130 140 150 1E SHUTTER WIDTH - TN. - THREE SPANS LI) 2 X TOP 5UPPOPT - THREE 5PANS r- OgW2X6-g DEFL ar 1k PW 0 9g 1d0 11g 120 13d 140 15d 160 5HUTTER WIDTh - IN - THREE 5PAN5 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER RS2X6S -3 MOMMOOMMOMMOM• MEMOOMMEMOMMO VEMOMMMEOMMOMM MORMINEMOMMIO pumummil alimplumm • IMMAIMMISMOMM OMMOMMIUMOMMO EIROMMOONONNEM OMMOMMOMMOMENE EMPROMMUMEMO MOMENUMMISOM14 INIM O ENOMMIN MEE1E1ERSIME.1 90 100 1.0 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS ru END POST-1 6 TOP SUPPORT - TWO SPANS virTri 5TEEL 5TIFFENER jj- DEF, Al id P5F Ti A , 1 tOgHWXS2 111:11:11.. AA i AM Ai A III1IIIIFi!PJii IIflIU5WiPd IIIIUI!P IIuuiJii Ino.- immiaddilm rr r v.- pram -_070pw e ■ 'lliM a- t 70 SO 90 100 110 122 130 5HUTTER WIDTH - IN - TWO 5PAN5 6_ STORM BARS c il CC 0 :-* ZL 00 r_ TOP SUPPORT ID Cs4 1.11 0 SHUTTER HT. STORM BAR LENGTH TWO SPANS 2 X G TOP SUPPORT - THREE 5PAN5 WITH 5TEEL 5TIFFENER 00-12X6g3 °EFL AT ld P5F TOP SUPPORT w m — — .... g 1g0 11g 120 13d 1X 140 15d 160 MUTTER WIDTH - IN - THREE 5PAN5 1,44L2496_,,,„„ THREE SPANS 0 Lc) .) (n cr• a 0 (It < > w o-J. Z E co _ z w uJ z 0 (BD 5ZZ _J < O, LC) a ar: 0R. H: FAR000 PE it 16557 SHEET 3 REVISED NO CHANGE THIS SHEET NO CHANGE THIS SHEET GRAPHS REV, _0 - - - 1 0 If) C8). o 0 0 0 1.1 0 OS e4 0 0 date: 07 -22 -94 scale: 1/2" = 1" fdr. by: HAMID n drawing no. 94-55 sheet 15 of 21) e RON-24 STORM BAR - TWO SPANS (3.s (I) (.1) LI z u H IX in 0_ r. W Lt) 0 C9 In a-1 •-1 (.1) bi z H 0) CL 1 , m tLjtS La I- ""-•/--":" ik 1 i ' - . : '. 1 , .. i es RBON24-2 1 I Fl—r.'--; **1 . e ] I■.., e:e .N. .. • • I 114111111111PP" MIN II iiiiii R T l"Ii'Iii.Ii 11 1111 II 11111 Kw IIII 111111411 119, Elba, MIT iIuuIuulIu LII II ..,, so num uiIIIIiII I wn ammo Fe• MI II NM NW wilimmomm. MINOW ENNIMINIIMI 1IUI!UIIU SO .'IIIs __..111Arz RAM ha 111.11111EMENCE, ' f 1111 11111111K1111511 012213.1:11Mill 11 _I... EN INEIMINTORM 1111111m T 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS RON-24 STORM BAR - THREE SPANS • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • ••• • e • • • • • • • • 0 RON-24 sToRn BA .,-11.4c 1:',AIIS4"" z 1-1 z 0 1-1 1(7.i -J 1t LJ 111 0 iDRON24-2 :4 ,..71-1-7-• .0EFL AT :,, 4 ,ir ,.. 7,s, x•• . : '. 1 , .. i es :-- 1 I Fl—r.'--; **1 . e ] 6.1 e:e .N. .. • • I 114111111111PP" MIN tom ins TCP1 iiiiii R T l"Ii'Iii.Ii II 11111 11117BAR IIII 111111411 119, wmat mil MIT LII II ..,, so num .... I wn ammo Fe• MI -it wilimmomm. MINOW ENNIMINIIMI .'IIIs __..111Arz RAM ha ' f 41001° • • • IS) • in Lj • • up.. a_ C9 • • • tg wm crs o o A 70 80 90 10d 110 12g 130 5HUTTER WIDTH - IN - TWD SPANS RON-24 STORM BAR - TWO 'PANS WITH STIFFENER •-1 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE - ?ON-24 STORM gAP - THREE SPANS & -DRON24-2 -DEFL. AT 1g P5F RON-24 STORM BAR - THREE SPANS WITH STIFFENER RON24S-3 34- TORN BAR RBON24-3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS @ - CD g ] lg 120 130 140 15g 180 5NUTTER WrOTH - IN - THREE SPANS 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS RON-24 0. END STORM BAR - TWO SPANS WITH STIFFENER 1DR024;- 2 _Lir:FL Ar 18 1.5F -T-TIT] L. „._ -4— :-- A ---1 v 4 ] .N. I 114111111111PP" iiiiii 1 11117BAR 7 MIT LII ..,, so I wn ammo MI MINOW ENNIMINIIMI .'IIIs __..111Arz RAM ha ' f 1111 11 _I... EN INEIMINTORM T 111111111 ROI IMMIIMEZI 1101116111121111 _ MMENMERS 1111611:Billigm --111111 ......_____ RON24S-2 •-1 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE - ?ON-24 STORM gAP - THREE SPANS & -DRON24-2 -DEFL. AT 1g P5F RON-24 STORM BAR - THREE SPANS WITH STIFFENER RON24S-3 34- TORN BAR RBON24-3 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS @ - CD g ] lg 120 130 140 15g 180 5NUTTER WrOTH - IN - THREE SPANS 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS RON-24 0. END STORM BAR - TWO SPANS WITH STIFFENER 1DR024;- 2 _Lir:FL Ar 18 1.5F -T-TIT] :-- A v 4 1U111 I 114111111111PP" iiiiii MN 11117BAR 7 MIT Pa I wn ammo MI MINOW ENNIMINIIMI __..111Arz RAM ' f _I... bg 70 s0 90 100 110 12g 130 5HUTTER WIDTH - IN - TWD SPAN5 PON-2G1 STORM BAR - THREE SPANS WITH 5TIFFENER DR024g-2 DEFL. AT id PSF 90 100 ]10 120 1311 140 15g 180 NUTTER WIDTH - IN - 'THREE 5PAN5 TOP —.- SUPPORT - ' TWO SPANS SHUTTER WIDT TOP SUPPORT STORM BAR LENGTH THREE SPANS 174 --• LJ 0 0.1 & PROD( r. 0 4-1 4. 1 c c c 3 a c c.) 0 0 -J aJ 0 C).0 10 <1') LU C.) • Z— OD Z a V) 121 Z Z 0 < /9) 10 oJ 1- 1.0 2 -0 -0 co -o a) 0 c 0 0 0 4. 21, bJ 04 0 0 4- NO CHANGE THIS SHEET 0, 0 a_ 4. 41 ) [drawing no.-sl 94-55 • stC__. 6 LI-; .RON-57 STORM BAR - TWO SPANS ui —4 D H 0 • ' I .'---I--- i --- . i. • ' ' 1 ..1 1-.1 \ : '- 1 IIP8ONS7-2. . *: . --.1----- i : il T 11 : . :-- •1 1111111111 III kl■,, i tit MINIIIIiiiiiii limilliimmi ....... ausii.r..,.......,....... ...................... ....- Inn .....,,...... EOM il Iii.. 1111■WIE MINE NMI uIuiI 'r -'11 111 ir -11 b...„ 48 1 i... HEE MO El Eli 0 EEO 111 EN eiaiui : . En EEO EWER Elan MEE_ ball 12E48 NEN EICEMETEI EIENTELMI pow 'Mil emottiolorrham aranawdmirairme atrins=-6. ■ smoramerameromm MN 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS m RON-57 STORM BAR - THREE SPANS ts) (11 0_ cs) CC ci) U1 LjJ0•' a a HIS/ 0 in W IS1 0 Ul 90 100 110 120 130 140 160 160 SHUTTER WIDTH - IN. FHREE SPANS z . "0 00 •0 • • • 00 •0 • • • • • • • • • • • • • • •0• • • • • • • • • • • • • RON-57 STORM•BAq !"1410.SPANA". 1,1 z 4- LJ IL ts 1,7"-, ' -T. p.„ — ---- • : -. ..1 1-.1 / , • .1. ' . *: . 1 •i --;-' i : il T 11 : . :-- •1 1111111111 III kl■,, i tit MINIIIIiiiiiii limilliimmi ....... ausii.r..,.......,....... ...................... ....- Inn .....,,...... EOM il Iii.. 1111■WIE MINE NMI uIuiI INN 111 ir -11 b...„ 48 1 MO IIt ISIUTOM : . Elan MEE_ ball riE Nil 'Mil MEG MN ---- --- .._.,....,...... ......... ...... _ RBONS7-3 I 90 100 110 120 130 140 160 160 SHUTTER WIDTH - IN. FHREE SPANS z . "0 00 •0 • • • 00 •0 • • • • • • • • • • • • • • •0• • • • • • • • • • • • • RON-57 STORM•BAq !"1410.SPANA". 1,1 z 4- LJ IL ts 1,7"-, ' -T. p.„ — ---- • : -. ..1 1-.1 / , • .1. ' . *: . 1 •i --;-' i : il T 11 : . :-- •1 1111111111 III lit tit MINIIIIiiiiiii limilliimmi ....... ausii.r..,.......,....... ...................... ....- Inn .....,,...... EOM • • • • RON-56 STORM BAR - TWO SPANS R9ONS6 21i • _ • Jo- • u-) • • o f. W N Cr cr) tJ w 0 6) bd 7d 50 9d 10d 110 la lad SHUTTER WIDTH - IN - TWD SPANS ru Jill L. III 11111EIEEMEEENIEE EllEMEIEN111111.44 11EIVEMMIEIMMI EIE•INEME To METE ENEEMEEENIMISE- SIEEEMIEMINEEMEE Naminmenaion 11111112110501111:11_ EMENEENELIINEEN 111ENEWSEN1011111E: 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 4 RON-57 STORM BAP - THREE SPANS ,g 100 110 1.20 330 140 1511 160 SHUTTER WIDTH - IN - THREE SPANS 61 RON-56 STORM BAR - THREE SPANS 42" T ILVINEINLE , rs) m 111111KM11110&'.. D 11.11111111111111 w a ......4... a spirm STOM -mom . 116. 1111111111111111111111 w . •-■ R z El H 111ELIMEMEN (3 CO W IS) W MENIUMER1 iiiIIIIMUINI 0 0 IIIIIIIHMEM Erialni RBONISIAliiii 90 100 110 120 130 140 1C0 160 SHUTTER WIDTH - IN - THREE SPANS 0 EFL ECT ION STORM BARS RON-56 STORM BAR - TWO SPANS . 170N5C--2 DEFI AT 10 FY' i 1 r bet 70 s0 90 1011 110 126 130 SHUTTER WIDTH - IN - TWO 5PAN5 TOP ---- SUPPORT STORM BAR LENGTH • • 1- 0 z TWO SPANS STORM BAR NI- RON-56 STORM BAR - THREE SPANS it 01701156-2 °EFL. AT 10 P5F 1 TOP SUPPORT 0 Id Id 0 Y la 110 120, 1311 140 150 160 5HUTTER WIDTh - IN 7I1REE 5PAN5 BAR LOADING (.1) c, < • La C.) Z — 0 _ Z < 0 (1) Z z < 010< LuL Eng. DR. H. FAROOQ PE # 16557 U3 CO U) 0 413 1 ts1 cv 0 a z 0 tg 8 01 NO CHANGE THIS SHEET ,c4 -0 x x 4- 4- 4- 0 -0 0 1;'■ 0 0 0 0 0 F 110.28.03 -CV ;14 1.) 0 01 dr. by. HAMID drawing _) no. 94-55 LL ' U) a m W4 u1m W M -a a Z om H (o 0M El 1 m (L U)(U Wm am am am U1 m id so 2 x 2 STORM BAR - TWO SPANS P,BR2X? -c \3d • STJRM BAR HT E.■■"■■■� ■ ■■ ■■ I!I E■ ■OMM■ ■r■ ■,■■NN■■■ E■EN■■ME■ EMMOIMMENN MEMNEENEW SEMEMMERE 1111 ■■ ■e9■■` ■ ■ ■ ■■ ■NNE 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS x 2 STORM BAR - THREE SPANS R8R2X2 -3 u) 2 x • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • 2 STOR) BgR; tWQ SPAMS,:. OR82X2 Off L -2 aT i P.I F,`_F • • ` I • • / • • • • • • <<' • • ill Mg NO110011 MOMMOMMird MEOW IMMO OMMOMME PM ,,..M•.... moommmommo __moan- ........ 0..m....rai wommam .....-_, IIIHI r • • • • • m ••ate •• I m • r7 • Li -4 J (n Cf)m W m a Z j CO H 0) W O .0 bf� 74 8S 102 11b L30 SHUTTER WIDTH - IN - rwo SPANS 2 x 3 STORM BAR - TWO SPANS ■ I ZrE / f7Ra2x3 -2 OM_ AT its P 5F jj ill , \I IIIHI MEM —/IIIIC 11 E NE 1111 En Ili\ ■ ■ EEO ■ ■\ C 1111 \ J E ME�M ■E�N�E\ 111 MEN 11112UNEEEE111 NM EEINECIIKEE 11 MIEN 111115111EZOIL IfiELIMEMISMIIMIIM ■■■■■■■■■■. ccr 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE LD 2 x 2 STORM BAR - THREE SPANS 90 100 110 120 130 140 150 160 SHUTTER 'WIDTH • LN. - THREE SPANS OR82X2 -3 ❑EFL AT 1P1 PSF I ZrE / f7Ra2x3 -2 OM_ AT its P 5F jj ill IIIHI —/IIIIC 1111 rill Mg ■ ■L C 1111 J 111 9 141 110 120 13d 140 15A 160 SHUTTER WIDTH - IN - FWD 5PAN5 m r x 3 STORM BAR - THREE SPANS x 3 STORM BAR - TWO SPANS cr... N C 0 N TOP SUPPORT bg 74 8S 172 116 130 SHUTTER WIDTH - IN - TWO 5PAN5 TWO SPANS \p 2 x 3 STORM Ea: ❑R92X3 -3 ❑EFL _ AT 1D TI -TREE SPANS SHUTTER WIDTH 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - rHREE SPANS g Igo 11¢( lzd 13d 1414 ]5g 1621 SHUTTER WILITH - IN - TWD 5PAN5 Rcx THREE SPANS STORM BAR LOADING CHARTS c 0 N > 0 v 0 O. 0 0 O GENERAL REVISION W n w 1 . 1 NO CHANGE THIS SHEET 0) 0 '0 N 0 O. N 0 0 n 0 N 0 to CJ u 0 .0 CO U 0 rn N n C aV 0 .7 I t u' drawing no. L94 -55 sheet 18 0f 21 , I ZrE / f7Ra2x3 -2 OM_ AT its P 5F jj cr... N C 0 N TOP SUPPORT bg 74 8S 172 116 130 SHUTTER WIDTH - IN - TWO 5PAN5 TWO SPANS \p 2 x 3 STORM Ea: ❑R92X3 -3 ❑EFL _ AT 1D TI -TREE SPANS SHUTTER WIDTH 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - rHREE SPANS g Igo 11¢( lzd 13d 1414 ]5g 1621 SHUTTER WILITH - IN - TWD 5PAN5 Rcx THREE SPANS STORM BAR LOADING CHARTS c 0 N > 0 v 0 O. 0 0 O GENERAL REVISION W n w 1 . 1 NO CHANGE THIS SHEET 0) 0 '0 N 0 O. N 0 0 n 0 N 0 to CJ u 0 .0 CO U 0 rn N n C aV 0 .7 I t u' drawing no. L94 -55 sheet 18 0f 21 , 0. 2 x 4 STORM BAR - TWO SPANS uy am wm w In w CC m CL r. z 0 H w W ID 0 mommomu$►uu. - \\M- ►.;M \uiuu Iiii�1!iUI ISI iUI I_ MEMO1; ONNIO \MEMO♦\; opplimpaumm somagemmum NOMMENEMEN ■111111_ RBR2X4 -2 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS m 2 x 4 STORM BAR - THREE SPANS N a co W -i N RBR2X4 -3 ,..,...,'.. MEMOMMEMMEMMO MOMMEMOMMEM MMOMPAMMOOMME ui \uIm1.Is►uI Issinumurn, MOOMMOMOMMEMIL IIM`IIiE!_III MEMMEMPAMMEN OWWWWWIRM MOMMIMMOIMMME 90 100 110 120 130 140 150 160 SHUTTER. WIDTH - IN. - THREE SPANS .t) 6 t9 Z HN Z H U W J N tsi 2 x •• •• • • • • • • 4 STORM: BAR • • • •• •• • • • • • • • • • ••• • • • • •••1•E? ;PANS • j B X4- ] QEF!.- . A 2 r 10_,M ;• s...i. •• • Y/ }r---•}�•.-4- •I• II • •,dit •I•• 4. • • IU 1 • r 7- • Niiiiiil IiIIIIi!IiII li IIfliIllIIP! r I llrl IAIIIUIII! _11111 IIuIiIiIIIi ,,,,111„' 11111111 Si!!iiiNhIl! /__.. ..�� gill INN ..iii- III1I!IiI!I_ 111,,11, III= II Ip!ilii 111111 110000041 • ••• • • • •S1 • • lj • am • wm X CO Nm Nr a0 z Um H UI wm p) bg 70 80 90 10d 110 120 130 SHUTTER WIDTH - IN. - TWD 5PAN5 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS 2 x 4 STORM BAR - TWO. SPANS WITH STEEL STIFFENER - •\ /I 1-- I I 1. i ,� {{' .I i• I 1 I 7- r I IAIIIUIII! IIuIiIiIIIi ,,,,111„' IIUUHU!II gill INN III1I!IiI!I_ 111,,11, III= II Ip!ilii 111111 110000041 uii;L mon --- 72. muRB2X4S -2 1111 1111 1111 1111 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE m2 x 4 STORM BAP - THREE SPANS 6 DRB2X4 -2 OEFL AT 10 P5F z 0 F-4 UN W m L�. ❑ 7i 100 110 120 ] 3d 140 150 i60 rUTTER WLLTri EN TWO 5PAN5 2 x 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER r In L. r) (11 a 1 m w-' U] m cn a, W a z 0 0 H In w ...."..'Ei;.. \I...I\UIIM.I; .►N....\►i;.\. ..\MI...I\►\.; v...\M..uI.i\, 111111111411 0 401 .Sid_ EMEM rillii immommommium MMMOIMMOMMOMMO 1\E_\1 M ME.I__M 14ft-NMERVOIlmile R82X4S 3 .1.1111 M 0 Ln END POST 2 x 4 STORM BAR - TWO SPANS WITH 5TEEL 5TIFFENER OR82x4S2 FFL Ar I i1 P5F /I 1-- I i ,� {{' .I .B 7- r 111 Id ,,,,111„' Iii1IuiI iIiupp IIPP'" 111,,11, III= II Ip!ilii 111111 110000041 mon 72. bg 70 50 90 100 110 120 130 5HUTTER WIDTH - IN - TWO 5PAN5 2 r- 0 Q STORM BARS END POST TOP� SUPPORT TWO SPANS STORM BARS x d STORM BAR - THREE SPANS WITH STEEL 5TIFFENER SHUTTER WIDT —POST [ 90 100 1.0 120 130 140 150 160 SHUTTER WIDTH - 1N. - THREE SPANS 90 1e0 11d 120 13d 140 150 160 5HUTTER WIDTH - IN - TWO 5PAN5 TOP SUPPORT z w 1 Q 0 —STORM BAR LENGTH THREE SPANS �J 1T f Z U, 0° HL O O a o ui U CD' z og 0 c w 44L-ti I z z Ci a FAR000 PE 1/ 16557 0 rn STORM BAR LOADING CHARTS D CE •w U —! zJ - O m z z w - 0 N 5z Q Jo O LO Qin rn O 0 N1 J L� w J 0 z J rn CO revisions 0 a 0 0 -o z 0 w 0 N SHEET 3 REVISED NO CHANGE THIS SHEET 33) 0 N N 0 0 0 0 0 N 0 0 c m 0 n L) date: 07 -22 -94 N . .c • (drawing no. 94-55 J ,12i 19 of 21-' m. 2 x b STORM BAR - TWO SPANS to • I ! ����k. - - I - ` .1010: ■ altillt, - - _ 1010_ till InhIIi!iiIIuI . OEFL. IUII • z H x 6 • • ..• • • • •0• •• •• • • • •• •• • • • . • • • • • • • • • • 0100 • • • STORM: BAC ;;•T:0: SPAN$ •;• m 10P22X6 jOEFL. -2 AT Id ,q;" ��.4 P F ,••� ._ • . -- _. -•_ • I • • .1010: ■ altillt, • • • • • - till InhIIi!iiIIuI . OEFL. IUII • 1 r � • • • 10 HT 60 70 80 90 100 110 120 130 SHUTTER WIDTH.- IN. - TWO SPANS m 2 X 6 STORM BAR - THREE SPANS ' - U1 Li. C) Cn d W - m � W zm H cc W m ow R8R2X6 -3 1. _ k.. ..".... mommemmI mitummm IIiIIIUsroRM miromma ILIOLUMON ISIONTIVO ,EM 90 100 110 120 130 140 1S0 160 SHUTTER WIDTH - IN. - THREE SPANS • •0• • Oh • 0, • • • • • w 1') • • •. m • --i • . W -+ Nm w Zm �N H W Wm °N 6d 70 130 90 10A 110 12d 130 SHUTTER WIDTH - IN - TWO 5PAN5 m r7 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 6 STORM BAR - TI-PEE SPANS .fl U) H - 454" EN id PV 01/132X6 -3 AT 10 P5F - Mill InhIIi!iiIIuI OEFL. IUII IBM 1 � ! . I.. 11 Milli .'',•inErril man.. .....iii 11111M11115 I NM : MOM iiuuuu 1MI O MINIM OM :_,._ OM MI III■ relligh■PIIII lit MO MO ______ ,----- IM OM ��. III O ir El - ‚ii'i___ . ,';O.MO\.- . �;1r II II MO O MOO 1 =NOM IiilE morminswall NOMMONOMO 1010 E1'__ MIME -2 OMOMmem 111111 R82X6S 60 70 80 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 6 STORM BAR - TI-PEE SPANS .fl U) H - 454" EN id PV 01/132X6 -3 AT 10 P5F - Mill InhIIi!iiIIuI OEFL. IUII IBM J flhi!iUhIPii EN 11 Milli .'',•inErril man.. .....iii 11111M11115 I : iiuuuu '104:0 .PP"- MINIM :_,._ I1► MI relligh■PIIII lit ______ ,----- --ill ✓ OM ��. III ir al - ‚ii'i___ �S . �;1r - 1 IiilE M 1010 E1'__ MIME al —_MI■ -. ry- ,„ NM -- NI mamma NI Ma 10 • -- -_'- Iii R82X6S -3 .... ........ ............ 1010.. 1010., ....84......... 1010.. 4440 9d 1d0 11 120 13d 140 15d 160 SHUTTER WIDTH - EN - rwo 5PAN5 C9 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER CI AT EN id PV f. MEM 111 Mill InhIIi!iiIIuI IUII IBM ME flhi!iUhIPii EN 11 Milli .'',•inErril man.. .....iii 11111M11115 I : iiuuuu M. .PP"- MINIM :_,._ I1► MI relligh■PIIII lit ______ ,----- = _ ir III - ‚ii'i___ �S �;1r - 1 IiilE M 1010 E1'__ MIME III -. ,„ NM is - mamma NI Ma -- Iii R82X6S -3 90 100 110 120 130 140 1E0 160 SHUTTER WIOTH - IN. - THREE SPANS 2 z 11 ri END POST x 6 STORM BAR - TWO SPANS WITH 5TEEL STIFFENER I DR.82x6S2 4 DF.FL AT id PV f. /4 InhIIi!iiIIuI flhi!iUhIPii iiIiIIiHhiIII iIi!iiiIIfl!fl 11 Milli .'',•inErril man.. .....iii �t��■ I • ISI 6d 70 50 90 101 110 12d 130 SHUTTER WIOTH - IN - TWO 5PAN5 STORM BARS O r POST I I END POST vl TOP SUPPORT STO d ▪ c a�y x 0 (!) Lux z 0 M Cr Z G4' i °D 0 v r W u O 1 Z «) W - r 11 u 1 0 c c c 0 1. U c TWO SPANS 2 x 6 STORM BAR - TI -IPEE SPANS �4? WITH 5TEEL STIFFENER Uf = ❑R82X6S3 : ❑EFL. AT 1d P5F All : iiuuuu .PP"- :_,._ ii!NiI I lit ______ ,----- = _ ir - ‚ii'i___ - 1 M iPIi!! ,„ is - mamma NI Ma -- SHU TOP SUPPORT F z J (n c 0 O 0. v 0 o0) 0 U J co ZOO c0 o Z w o�oLc) zz� Q go Ct z 1730 x 1- 1- T H ; NO CHANGE THIS SHEET -o Ol 0 0 n N 0 0 m U W C a a 0 n 4. n 1210 1_0 120 13d 140 15d 160 SHUTTER WIDTH - EN - TWO 5PAN5 drawing no. JAN . •- fitem 94 -55 THREE SPANS � — ° - -- -1010- - sheet 20 of 21 • •• POSITIVE LOAD • ASCE 7 -88: DESIGN LOAD = Pd = PSF MIJLTIPIIER FACTOR - K = Pd/ 10 SHUTTER WIDTH = Sw = 1 N. • • ••• • • • • • • • ••• • • • • •• VERALL DEFLECTION CALCULATION SHEET • • • • • • ••• • ••• • • • ••• • • • • • • • • • • .-• -• • • • • • • • • • • • • • . 0 • • • • • • • • • •0 • • NO. U1• J I UKM LIARS USUU = N = •• • • • •• ••• •w , SPAN CONDITION = N +1 = •• • • • • • • SHUTTER HEIGHT = Sh = IN. .• . . • . • ••. • .• • • BOX HEIGHT = BOXh = IN. 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K * R1 STORM BAR HEIGHT = BL = SH -BOXh = IN. STORM BAR 3 TRACK WIDTH = Tw = IN. to 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 STEP HEADER 5 SLAT 1 SLAT SPAN = Ls = (Sw - 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER == R3 DEFLECTION OF HEADER = Dh = K * R3 - EFFECT ON SLATS = D3 = Dh /4 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K * R1 7 TOTAL DEFLECTION = D = D1+ D2 +03 IN. Ls /30 STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 HEADER (IF THERE IS NO HEADER SKIP STEPS 5 & 6.) 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER = R3 DEFLECTION OF HEADER == Dh = K * R3 EFFECT ON SLATS = D3 = Dh /4 7 TOTAL DEFLECTION = D = D 1 +D2 +03 IN. Ls /30 NOTES: 1. IF FOR NEGATIVE LOAD D > Ls /30 OR IF FOR POSITIVE LOAD D > Ls /30 OR 2 ". REPEAT ABOVE CALCULATIONS WITH LARGER STORM BARS AND OR LARGER HEADER. 2. DIFFERENT SIZE STORM BARS /HEADERS MAY BE USED FOR POSITIVE AND NEGATIVE LOADS. 3. USE ADDITIONAL CALCULATION SHEETS FOR DIFFERENT SHUTTERS ON THE SAME JOB. ASCE 7 -88: DESIGN LOAD = Pd = PSF MU T:PI.IER FACTOR = 1< .= Pd/ 10 NEGATIVE LOAD SHUTTER WIDTH = Sw = 1N. NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH -BOXh = IN. TRACK WIDTH = Tw = IN. STEP SLAT 1 SLAT SPAN = Ls = (Sw - 2 * Tw) /(N + 1) FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE 2 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = 01 = K * R1 t STORM BAR 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE TRY STORM BAR SIZE : to 4 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE STORM BAR = R2 DEFLECTION OF STORM BAR = Db = K * R2 EFFECT ON SLATS = D2 = Db /2 HEADER 5 FROM GRAPHS SELECT HEADER SIZE FOR ABOVE SHUTTER WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". AND STRESSES LESS THAN ALLOWABLE. TRY HEADER SIZE: 6 FROM DEFLECTION GRAPH FOR 10 PSF READING FOR ABOVE HEADER == R3 DEFLECTION OF HEADER = Dh = K * R3 - EFFECT ON SLATS = D3 = Dh /4 7 TOTAL DEFLECTION = D = D1+ D2 +03 IN. Ls /30 Engr. DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 338 JAN 3 Z O° P4 0 v n O 0 O cn V w o 0 Cr Za� CL N. 9 to N cn O 172 in' G4wv' 1 F_ W.- 'CI 2 H to , --ti ' e . k rr° ER ji �,yl� , --v . dote: 07 -22 -94 '"(revisions: ; 4) fFLE TION` CA Jk Tt-ON SHEET 0 toA o ; ; 'no date f6r.descriStion ' T ? scale: E 04.25.03 T.H. NO CHANGE THIS SHEET .ROLLADEN INC. 1 n' 1 3 ; F 10.28.03 T.H. NO CHANGE THIS SHEET 550 ANSIN BOULEVARD O dr. by: HAMID 0 12.19 05 T.H. NO CHANGE THIS SHEET U1 HALLANDALE, FL. 33009 P Cchk. by: 1 I (305) 7'7 — 8591