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PT-06-0889
A Inspection Date: 06/06/2006 Inspector: Desharnis, George Owner: CLUM, LUCILLE Job Address: 1430102 Street NE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Project: <NONE> Contractor: MASTERS PAINTING & CARPENTRY INC Buildina Department Comments Permit Type: Paint Inspection Type: Final Work Classification: New Phone Number (305)758 -7086 Parcel Number 1132050240230 Block: Lot: Monday, June 5, 2006 Page 2 of 2 Passed Inspector Comments Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, June 5, 2006 Page 2 of 2 IF 4F7, j M Gssa �E `1 .SSAM 41 I I 1 G(o BUILDING Miami Shores Village Building D 10050 N. � Te 95"2204 � n aP� I PERMIT APPLICATION FBC 2004 BY- .A- ment Florida 33138 I '756.8972 Permit No. FT O( Master Permit No. Permit Type (circle): LBuilding Electrical Plumbing Owner's Name (Fee Simple r)L if ✓%� , hs L/l Owner's Address - IV City M //% State - Zip Tenant/Lessee Name Mechanical Roofing Phone # �e 7� �a Phone # Job Address (where the work is being done) l `T- 3 -6 /V L' / d �2, ;5-7z e &_ City Miami Shores Village County Miami -Dade Zip 3 3 1_-3S FOLIO / PARCEL # 2 v ,23 0 _ - `5 -, e Is Building Historically Designated YES NO rY ►��J Y �I I 1 J OTA Contractor's Company Name Phone #�- Contractor's Address s R ° City State Qualifier Name �� ��-a7 State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ `� , .5" Type of Work: ❑Addition ❑Alteration Describe Work: -Zips (D,;->- __9 , Phone# _�_96 7-3 Certificate of Competency No. Phone # Square / Linear Footage Of Work: ew ❑ Repair /Replace ❑ Demolition - �* yyx* ���r* ��** ���t*: r* ��� :r�r� * * *��� *��r�:r�r * * * * *� * *� Submittal Fee $ Permit Fee $ (�� CV CCF $ CO /CC Notary $ 5 -CU Training/Education Fee $ . 2CC Technology Fee $ Cn ` ` - S Q Scanning $ Bond $ Structural Review. $ Radon $ Code Enforcement $ DPBR $ Zoning Double Fee $ Total Fee Now Due See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City A—A No- o- � State Zip Zip t 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. � 7 Signature_ %?t ' t Za `' Signature _ Owners Contractor The foregoing instrument was acknowled eCdd before me this 7 The foregoing instrument was acknowledged before me this_ jQ__ day of I J//Y► , 20 D, by , l I'. l I U day of A Ptl ( , 20 , by lard ID�V h7 who is personally known to me or who has produced who is personally known to me or who has produced -N 40 fir. As identification and who did take an oath. as identification and who did take an oath. NOTARY P LIC: NOTARY PUBLIC: �"`E(H DIAZ Sign: r 10 � ° Sign: _ �pMCAU 483995 Y -; M Cs _ � O erPrint: Print: C O N rn My Co ission Expir ''' ".11C ko°ding Co . ""-a My Commission Expires: APPLICATION APPROVED BY: ` D Plans Examiner Engineer Zoning (Revised 02/08/06) A. - ' ` Paint .. 4ZI-111ems Miami Shores village Color Approval and Agreement Date %� wner's Name i� � Phone # ° -5 4eee Owner's Address - /® State Zip 3 -'3 Job Address (where the work is being done) /4Q, /� °Z S7 City Miami Shores Village _ County Miami -D e Zip ` Is Building Historically Designated YES NO Contractor's Company Name (if applicable) e4A ,LQ- e Z- Phone # All elements on the site must ue IINLGU aRAU .l Walls Fascia Drip Cap /drip Edge Soffit Roof -�` Flower bins C�le`lc � .� Shutters f� Awnings u Chimney �- Doors and door jams Garage doors Fences Decorative metal All brick (simulated or regular) Stucco banding ZW �- Lt Any other stucco features Accessory Buildings „ 02 A® Attach Color Samples With Numbers Other . 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. Signature Owner APPLICATION APPROVED BY: t' P&. Z Official Date �%(®( Date the 5/18103 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 4/10/2006 Expires: 04/0712007 Permit Number: PT -4-06 -889 Owner's Name: LUCILLE CLUM one: (305)758 -7086 Permit Type: Paint Work Classification: New Job Address: 1430 102 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes Comments: EXTERIOR PAINTING Additional Information Type of Work: Exterior Color: MALTED MILK Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: 1132050240230 Block: Lot: Section: PB: Final Total Square Feet: 0 Total Valuation: $ 1,000.00 Fees Due Amount Invoice Number Amt Due Amt Paid CCF $0.60 PT -4-06 -24405 $67.30 $67.30 Education Surcharge $0.20 Total: $67.30 Notary Fee $5.00 Permit Fee $60.00 Technology Fee $1.50 Total: $67.30 Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature . . . . ... • . dab • • ••• • • • • ••• 7— APPLIED RESEARCH LABORATORIES Igo 5371 N.W.161st Street. Miami, Fonda 13(14: •�• ." I Phone (303) 624 - 41,00 • Fax (305) 624-3652 • nZO VLWE TCaol.com • • i i i • • • • a • : • i • • • ronacien, 550 ANSIN BOULEVARD • HALLANDALE* FLORIDA 33009 IMPORTANT SAFETY INSTRUCTIONS •• • • • Hallandale: (305) 454 -4114 Dade: (305) 757 -8591 Broward: (305) 525.3466 Palm Beach: (407) 686 -6277 Fax: (305) 454 -1577 WARNING - To reduce the dsk of severe injury or death: I . 1 • READ AND FOLLO W A.li L INSTRUCTIONS. • 2. Never let children opet ate or play with shutter controls 4,U 3. Always keep moving sl xatter in sight and away from ]people 'and CL Y " bAeeb••••e9 objects until it Is completely closed. NO ONE SHOULD CROSS A THE PATH OF THE MOVING SHUTTER; " Miami Shores Village APROVED BY D 'TE ZONING DEPT ' BLDG DEPT SUBJECT TO COMPLIANCE 4TH ALL F4DEA STATE AND COUNTY RULES AND AEGULATIO S ,'./N 29843 SAVE THESE INSTRUCTIONS RoIladen, Inc. menu, condusions rx extraccls from o regarding this report Is reserved pencil, u,s made. Unless otherwise specified, the lest and/or inspection resuNs are not products or materials. Issued 11/05/99 Page P -31 cialed documents are the sole prop" ofAppW Research Laboratories, lne. Auttwrtzatlonforpublip6on written approval. This report applies only to the standards identified and to the sample(s) tested and/or live or representative of the qualities of the lot from which the sample was taken or of apparently identical e i I t, APPLIED i RESEARCH LABORA' © 5371 N.W.161 st Street • Miami, F I Phone (305) 624 - 4800 s Fox (305) 624 - 3652 GENERAL DES • • ••• • • • • ••• TRIES n¢Ia *11014•: ••• ,W AFZL T S1' @ed.cord • • : •. The Model EA048 vertical roll-up shutter units as covered by tl for residential housing. The products are electrically rated for 'TION . •.• • • • • •• • Vrgpjr;�rro�de exteri4rwindowprotection 120 VAC, single p6;;, 60 Hz power. The main shutter enclosure is constructed of 0.032 inch coated sheet metal. The entire enclosure, shutter, and shutter guides are painted with a coating for added protection and esthetics. The shutter slats are constructed from 6063 =T6 Aluminum Alloy, and are interlaced to give flebility and rigidity. The bearing assembly consists of two stainless steel plates.. The motor shaft slips into each bearing, and the whole assembly is mounted into the shutter enclosure. L Housed within the electrical enclosure is a single, UL listed motor. Line voltage is applied to a three position switch which controls up and down movement of the shutter The input power to the motor enters the enclosure through a single hole protected by a grommet. A cod connects the motor directly to the three position switch. Each motor-supplied with the shutter has limit adjustments which control the amount of shutter dispensed form the main. enclosure. All motors used within the model EA I'- EAB f/b 048 are thermally protected. The motor unwinds the shutter from the main enclosure, and s4des on a length of guide specified by the manufacturer. When the motor reaches the limit adjustment, it halts immediately. A switch activation-in the opposite direction retracts the shutter. During power outages a manual crank handle can be used to raise and lower the shutter. Revised 05/29/01 L/N 29843 Rolladen, Inc. Issued 11105199 Page C -5 Asa mutual protection to clients, the publicand ourselves, the contents cf this report and its associated documents are the sole operty ofAppited Research Laboratories, Inc. Authorization forpublication of statements, conclusions or extracts from or regarding this report is reserved pending our written approval. This report applies only to the standards identined and to the sample(s) tested and/or inspections made. Unless otherwise specified, the test and/or Inspection results are not indicative or representative of the qualities of the lot from which the sample was taken or of apparently identical or similar products or materials. i f ••• • • • ••• of •• • • • • '• • • • •. • • • •• 0 000 APPLIED RESEARCH LABORATORIES 5371 N.W. 1st Street • Miami, For Phone (305) 624 4800 i • i • • Fax (305) 624 - 3652 •••Ertsafl "LT%ST�,e• cl.o� � • •' • • • • • • • • • • • • • L/N: 29843 DATE: 05/29101 PAGE # 1 MODEL: EA and EAB48 Electric Motor Side Tracks Slats Mullions (Posts) Hood Covers Support Brackets Handle Assembly Safety Stops Data Plate Label L/N 29843 I Simu Benada Aluminum Benada Aluminum Benada Aluminum MSC Corporation Rolladen Simu Simu Brady 680 DMI i • 048 BMO RON 72 -73. 1070.1071 IRON 68-67 • 11} 6 -1117 1,019-1022 1023-1024 1026 • 1019 -1022 1023-1024 1026 1130 1130 I 3004 13315 • 3308 1015 • 3319 -969 1 2 2 1 2 1 2 1 256017 14 RPM, 60 HZ, 120 Volts, 390 Watts, 3.4 Amps 60631 T.6 Aluminum 60631T.6 Aluminum 60631 T.6 Aluminum V .032 Sheet Metal 120A, 304L, Stainless Plate and Brackets 18/8 Stainless Steel with 5/8" Round Aluminum Handle Tube 3/4" x 1 %'Plastic Plug UL Recognized Metalized Polyester 17/8" x 2 3/4" Revised 05129101 RolIaden, Inc. Issued 11/05/99 Page P -19 Asa mutualprotectlon to clients, the public and ourselves, the contents ofthis report and its associated documents are the sole property ofApplfed Research Laboratories, Inc. Authorization forpublicallon of statements, conclusions or extracts from or regarding this report Is reserved pending our written approval. This report applies only to the standards idenBfted and to the sample(s) tested and/or - Inspections made. Unless otherwise specified, the test and/or inspection results are not indicative or representative of the qualities of the lot from which the sample was taken or of apparently Identical or similar products or materials. APPLIED RtSEAR LABORATO, I ® 5371 N.W. Strt3et +Miami, Floric Phone (305) 624 - 4500 a Fax (360 824 - 3652 * E ina .ELeC* I R1CAt_ WIRINC3 '11151 -volt= - E30 H x4t�e ELECTRICAL DIAGRAM OF AN OPERATOR: ground (green) common {white) , e direction i (blaok) •we. direction 2" (fed). ►-� 5'TANDA140 WIRING IN The mast cornrrion way of wining a SIMU motor Is by using a off switch. (BACK) m COMMON FROM MOTOR I (WHITE) .(BLAClq or NEUTRAL. FROM POWER SOURCE (REP I (WHITE) • ••• • • . . .• . • • • • • . • • 30.1$ • ' "' • • ,uble pole/double - tiiowtcenter ih Ot tthtW � •d . W mdt.u�ti cteq'ene+ of 3.mm C! Obi eiteuk mud{ •ti ... rua w•ra WARNINGS DO NOT ire 2 switches to one motor, refer to the. chapter "Control Systems` DO NOT wile two or more operators (parallel wiring) to one switch. Refer to the chapter "Control Systems" • •• • ••• • .• • • • • • • • • • • APPLIED RtSEAR LABORATO, I ® 5371 N.W. Strt3et +Miami, Floric Phone (305) 624 - 4500 a Fax (360 824 - 3652 * E ina .ELeC* I R1CAt_ WIRINC3 '11151 -volt= - E30 H x4t�e ELECTRICAL DIAGRAM OF AN OPERATOR: ground (green) common {white) , e direction i (blaok) •we. direction 2" (fed). ►-� 5'TANDA140 WIRING IN The mast cornrrion way of wining a SIMU motor Is by using a off switch. (BACK) m COMMON FROM MOTOR I (WHITE) .(BLAClq or NEUTRAL. FROM POWER SOURCE (REP I (WHITE) • ••• • • . . .• . • • • • • . • • 30.1$ • ' "' • • ,uble pole/double - tiiowtcenter ih Ot tthtW � •d . W mdt.u�ti cteq'ene+ of 3.mm C! Obi eiteuk mud{ •ti ... rua w•ra WARNINGS DO NOT ire 2 switches to one motor, refer to the. chapter "Control Systems` DO NOT wile two or more operators (parallel wiring) to one switch. Refer to the chapter "Control Systems" « • s•• • • • • ••• roilladen • ' • • • . rolladen CUSTOMER NAME -W cl I� L JOB A D Soo • BILLING ADDRESS �0 N 102, s TELEPHONE PROP 19W Q1IVPdEF ' OTHER PHONE We propose to furnish and install the following: UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHU CRANK M ONLY ONLY R OPERATION TOR MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS V X' Cl `"' TOT , , -, _ aw ' TOTALAMOUNTOFC NTRACT $ Rear d rR� n bm�er"' counter clockwise i� Omit Front DEPOSIT- 1/3 MINIMUM EOUIRED It $ 1/3 DUE PRIOR TO COMM EN CEMENT OF INSTALLATION $ °��• BALANCE TO BE PAID O INSTALLER $ Installation to begin in ap from date of receipt of deposit. contacted to schedule the roximately` to ` weeks This is only an estimated time nd you will be actual installation date. Special Instruction: Is lectrical labor form for and switch installation by Rolladen included in this price? YES*j r f uilding: I have received a copy of "Notice of Consumer Rights .Un( (Initials). YERMSOF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When electrical connVction by Rolladen is required, a maximum of ten percent (10 %) of the contr, agrees to pay a late fee equal to 11/2% per month on the unpaid portion of the purchase pri( payment. Is high work required? VIFE NO I the Construction Industry Recovery Fund" as required uilding Codes require a final building inspection or if an amount may be retained pending completion. Purchaser from the date of installation by the installer to the date of OWNER OF PROPERTY? YES NO ❑ (If NO, fill in Owner's name and address 1� space provided at top of form.) Products are to be installed on the premises situated in Mi k Dgfi)E County, State lot Block Sub Division r v CONTRACT SUBJECT TO ADDITIONAL TERMS "BUYERS RIGHT TO CANCEL This is a home solicitation sale, and if you do not want the goods or servic written notice to the seller in person, by telegram, or by mail. This notice r services and must be delivered or postmarked before midnight of the third b cancel this agreement, the seller may not keep all or part of any cash down p EXECUTED IN SIX COPIES, ONE COPY OF WHICH WAS DELIVEREDTO,AND R THIS DAY OF NOVICA 10& , 200 . (Salesman), N A (Accepted & Approved) ROL -5 (X) ORDER NO. _ 6L/ 1 1?q.73 CUSTOMER owned by Purchaser and described as: you may cancel this agreement by providing indicate that you do not want the goods or ess day after you sign this agreement. If you ._..A 11 EIPT IS HEREBYACKNOWLEDGED BY BUYER, (Purchaser Sign Here) (Purchaser Sign Here) Page A— of I Customer: Criteria Data # Width Mean Roof Height: 4 Exposure: Anchor Roof Slope: 0196C Width q� Elevation: Product End Zone: 1a •••• WIND CHART �-Q�, Design Loads Positive y qc. `�+ Negative Int. Zone:. Negative End Zone: ��.. Date: �'{ �✓� Contract #: 0 j' E� -1 -J81.1 3 Color: CO H t T-= Shutter Schedule # Width Height Zone Product Anchor # Width Height Zone Product Anchor • •• •••• •••••• �-Q�, i1 2 S3 CI p imp •• • 12 3 3t.1 3 •••••• / j} V 13 4 S 7J t�l, C{� 14 5 15 6 70 4 /y (�� �J !t1 16 7 `�� 17 8 6 `'i 'A Q 18 9 19 10 20 (1) v 1 • •••••• • • •• •••• •••••• •• •• •• • •••••• • • •••• •••••• 1 •••••• •••• • • • •••••• • •• •• •• M ho� 1 ._i_: y $9 1 � � r (� 4"5 '•S i i -�5 y6� J D t•5 j„° S �•5 \ e-5 �L�,2'�-b3`;O w (� • ••• • • • ••e MEAN ROOF ELEV. FEET ROOF SLOPE a 10 DEGREES. TR]Bi7TARY AREA = IQ SQ. F '. ROOF SLOPE < 10 DEGREES TRIBUTARY AREA- 10 SQ•F1'• • • ZONE ' ZONE ZONE ZONE ZONE • • • s s �O 4 &5 4 5 4 &5 4 5 O (} ( -) ( +) /< 15 46.5 50.4 62.3 41.9 45.4 56.1 20 49.2 53.4 65.9 44.3 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 58.3 632 78.1 52.5 56.9 70.3 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 61.8 67.1 82.8 55.6 60.4 74.5 WIND LOAD TABLES FOR WINDOWS PER A.S.C.E. 7 BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. HALLANDALE, FL. • s • � s • • • e TRACY CONSULTANTS INC. 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 4345035 MIAM10 �z BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION VVS7- 000 0 0 0 9*0 ••• • • • 000 MIAMI-DADE COUNTY, FLORIDA 00 WTgp.-DADF FLAGLER BUILDING • 49 •WeSk FIAGY.Et VUE11, SUITE 1603 &UAW,fLPKDA 33130-1563 • `�3b5; -0 W 375-2901' (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Rolladen, Inc. 550 Ansin Boulevard • Hallandale, FL 33009 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 areas 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—AHJ -(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 - OCUMENT: Drawing No. 94-55, titled "Roll Shutters Details", p(epared by A.!-Farooq Ao Corporation Inc. dated 07/22/94, with last revision on 10/28/03, sheets I 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 remp I val 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 4 03-0519.02 and consists of this page, evidence page and approval document mentioned above. The submitted documentation was reviewed by C ont, P.E. ==--7- 2 2_10 IF NOA No 03-1110.04 Expiration Date: September 25, 2008 Approval Date- January 22, 2004 Page 1 .'. .'• • ... . •• t NOTICE OF ACCEPTANCE: iVWEf;CE PAGE A DRAWINGS • • • • . . . . .. • 1. Drawing prepared by AI- Farooq Corporation, titled "I�o11$hiutt1r�';tal'jH�ader Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Cutts lflbp•Support Loading Charts, Storm Bar Loading ,Charts & Deflection Calculation Sheet," Drawing No. 94 -55, dated 07/22/94, with revision "T dated 10/28/03, Sheets 1 through 21 of 21, signed and sealed by H. Farooq, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Test per PA 203 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -139 dated 06/0994 signed and sealed by A. Vigar, P.E. 2. Test report on Uniform Static Air Pressure Test per PA 202 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -123, 250-,2979 308 & 325 -ated- 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. 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. 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. Vigar, 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 engineei in practice issued by Al- Farooq Corporation on 03/09/00, signed and sealed by H. Farooq, PE. F QUALITY ASSURANCE 1. Miami -Dade County. Building Code Compliance Office. Z C did . Font, P. E. Senior Product Control Examiner NOA No 03- 1110.04 Expiration Date: September 25, 2008 Approval Date® January 22, 2004 E -1 Rolladen, Inc. .'. .'• • ... . •• t NOTICE OF ACCEPTANCE: iVWEf;CE PAGE A DRAWINGS • • • • . . . . .. • 1. Drawing prepared by AI- Farooq Corporation, titled "I�o11$hiutt1r�';tal'jH�ader Mullion Details, Storm Bar Connection Details, Mullion & Box Details, Post Loading Cutts lflbp•Support Loading Charts, Storm Bar Loading ,Charts & Deflection Calculation Sheet," Drawing No. 94 -55, dated 07/22/94, with revision "T dated 10/28/03, Sheets 1 through 21 of 21, signed and sealed by H. Farooq, P.E. B. TESTS 1. Test report on Large Missile Impact Test per PA 201 and Cyclic Wind Pressure Test per PA 203 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -139 dated 06/0994 signed and sealed by A. Vigar, P.E. 2. Test report on Uniform Static Air Pressure Test per PA 202 of Roll Shutter prepared by Hurricane Engineering & Testing, Inc., Report No. HETI -94 -123, 250-,2979 308 & 325 -ated- 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. 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. 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. Vigar, 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 engineei in practice issued by Al- Farooq Corporation on 03/09/00, signed and sealed by H. Farooq, PE. F QUALITY ASSURANCE 1. Miami -Dade County. Building Code Compliance Office. Z C did . Font, P. E. Senior Product Control Examiner NOA No 03- 1110.04 Expiration Date: September 25, 2008 Approval Date® January 22, 2004 E -1 f 2.172- f_ x.613 ' \�QN -68 2.000 o (� o II 5 ,25 .750 1.734 RON -23 INSERT 2.017 #1117 TRACK RON -72 #1071 TRACK RON -73 • -.062 TYP •. -;, 2: '°- .899 i RON -24 STORII•Bl1' 1.0174 .078 TYP RON -72 TRACK 1.0 0 .125 �._ I L�_ f� _ 1.750 FLOOR SHOE 3.750 062 �TYP 2.750 .250 .250 .875 RON -56 STORM BAR .063 1.0100 - 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. GAILY. STEEL CHANNEL INSERT 5.000 1 X 2 X 1/8- 2 X 2 X 1 8 2.000 2 X 3 X 1/8- 125 2 X 4 X 1/8" 2 X 5 X 1/8" 6.000 I 1 X 2 X 1/8" 2 X 2 X 1/8" 2.000 ( 1 8" I . 4x 1 r.125 TYP • : : .•.•: .gy •. IL: -+ 1 • J • z H IQ Ln H w D.� (b J AT PERFORMANCE CHART m m z N D H r U w J LL w D n Mmex 34661 IN. -L8 /FT 19 RLDSLTRV Rev. 11 -11 -94 30 48 50 68 88 99 1017 110 128 130 149 1S0 168 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 txlx1 /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" 8" 73" 9" 95" - -119" 10" 11" 148" 12" 181" 13" 216" 14" TYPICAL ELEVATION VV J1. i FOR OVERALL DEFLECTION CALCULATION USE SHEET 21 OF 21. H m 30 SLAT DEFLECTION AT 10 PSF LOAD 40 SO 68 78 88 98 108 .110 128 130 148 150 168 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. 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 5 L /30 OR 2 ". FOR MULLIONS MAX DEFLECTION -q 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. 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 MULTIPLE SPAN INSTALLATION DETAIL 5 HEADER /MULLION CONNECTION DETAILS 6 STORM BAR ANCHOR DETAILS 7 MULLION & BOX ANCHOR DETAILS 8 THRU 13 POST MULLION LOADING CHARTS 14 _&15 TOP SUPPORT LOADING CHARTS 16 THRU 20 STORM BAR LOADING CHARTS 21 ICAL.C. SHEET FOR OVERALL DEFLECTION FOR INSTALLATION DETAILS SEE SHEETS 2 THRU 7. 11ANCHORS: EMBEDMENT & EDGE FOR COMPONENT SIZES/SPANS/DESIGN LOAD RATING DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING SEE SHEET 8 THRU 20. 11 (STUCCO,; TILES, ETC.) z :. 0 Lv o °. H � N LO 90 M a �. o En �w �S Da00 (If N cn cn OJT LLI zLr)� z N w — M 92 NN1 ■ O G' Q> M — Lj M Q) 7 L 00 p m . I Z w W Z Q r- +�' 0V) 0� Q Z Z -1 < g LO O lYLo =� o z U �4 W y N ix � o � N PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX c lr_m WITH THE FOLLOWING STATEMENT: 2 'T 1117 EXTRUDED ALUMINUM ROLLING SHUTTER > "DADE COUNTY PRODUCT CONTROL APPROVED" MANUFACTURED BY ROLLADEN, INC. STRUCTURES 'LA. PE #.16557 C.A.N. 3538 °f p _o N a N N 0 Ji N C u 3rowing no. 94 -55 eet • ±e� ' : 24x1/4" CLIP ANGLE 2" LONG e • 2x2x1/4" CLIP ANGLE 2" LONG • ••s • • • • ••e x1 /." CO N ANGLE 2 PER CENTER TUBE MULLION REEL 1 PER JAMB MULLION ' • •ee ' • • • • • : • • ' •' • • REEL (2) 1/4- DIA TAPCONS 1-1/4" EMBED z_ J • • • • • • •• (n CO J • • • • • • e • • Vii• '•' ••• •• ® 1 cr o e #8x1" TEKS #8x1" TEKS REEL U a & WASHER #8x1/2" SMS ® 12" O.C. RON -68 SLAT •• • • • •�& WASHER i o 0 ® 18" O.C. • • • • • • •1$ d.C�•• 2x5x1/8" ANGLE ® IMPACT SIDE ®0 o_ • : : s :'• : RON -68 SLAT #8x1" TEKS & WASHER ; � 1xlx1 /16 ANGLE Z2x4xl/8" ® 18" O.C. d RON-68 SLAT U w ^ o 1x1x1/16" ANGLE MULLION Z w M o SEE GRAPH � Q 00 CLOSURE ANGLE ® o I RON-72 TRACK 1/4x1 -1/2" NAIL -14 1xtx1/16" ANGLE ® 000 M N OO ® 16" O.C. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER 0 / RON -73 TRACK 1 /4x1 -1 /2" NAIL -IN Pro w _ ,°� TO ROLL INSIDE OF OPENING OR OUTSIDE. ( Z `o � ALTERNATE SILL 8" O.C. NO BOTTOM TRACK RON -73 TRACK Z CONTINUOUS RON -72 N - w 1x1x1 /16" ANGLE Ld - BOTTOM TRACK OPTIONAL / - 2x5x1/8" BOTTOM ANGLE #1434 "SMS® GLASS 1x2x1 /8 TUBE @ TOP 11" LONG SEE ELEVATION ANCHOR TYPE CHART TO USE CONC. BLOCK WOO METAL A 2 1 - - B 1 2 - - C 1 4 2 - D 3 E - - 3 - 2 X / 12 O.C. ANCHOR TYPE CHART CONC. BLOCK TO USE IWOOD METAL A 4 2 1 - - B 2 - - - C 2 2 - - D 4 2 - - E - F - - - 2 1/2- 3 MIN FOR 64" SPAN r - Ed 2x2x1 /8" TUBE (3) INTO CONC. W 3 -7/16" MIN FOR 86" SPAN I+ -Ede 2x -V (4) INTO WOOD W CONT. TUBE LOON SEE GRAPH + O 2x6x1/8" z u -1 -�i 1- 1 /4 "- I -�--ni I I I I I GLASS v I 2x2x1/4" CLIP ANGLE 2" LONG o 0 Q O RON -72 TRACK II I 1 0 3" MIN FOR 64" SP FLOOR SHOE _ I CONT. ALUM #14x3 4" SMS @ 12" O.C. II 3 -7/16" MIN FOR 86" SPAN jj CONTINUOUS II ANGLE/TUBE ®12 O.C. UPTO 100 PSF RON -68 SLATS r-- -- f ® 6" O.C. UPTO 220 PSF L _- II (2) #14x3/4" SMS 2X2X1 /8 "li - - -1 0 r - il i 2X3X1 /8 "i I - i -_ II ��� 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE II 2X5X1/8" L_ J Ij i z g -- RON -73 TRACK �� 0 y tL - - - -- ----------------------- - - --Id II RON -73 TRACK II II II z E REEL it 2x2x1/8" TUBE ® TOP 11" LONG 11 1� RON -68 S II n o II II li ___- - - -(2) #14x3/4_ SMS II w t, -- - - - - -- z� Ij(2) #14x3/4" SMS - - -- II it - -- - - -- '' REEL b I REEL 1x2x1 /8" TUBE Ir----------------------- - - - - -- '11 o i - - -- REEL h� 1 1 " LONG II II U BRACKET Ij � BRACKET II Iti__ - - - -__ II II I I O p 0 O . N.}�} N ^ L--------------------------------- - - - -31 O O O G N SEE SCHEDULE RON -72 SIDE TRACK SINGLE SPAN WITH BUILT OUT SINGLE SPAN SPLIT SHUTTER W/ MULLION ° 0 ° ° 1 w Engr. DR. HUMAYOUN FAROOQ °f n o STRUCTURES r FLA. PE #,16557 `j C.4N. 3533 � r a m a I - -� a a v` u RON -72 BOTTOM TRACK F4 _ 16" O.C. TYP. OPTIONAL ELEVATION Ed = TYPICAL EDGE DISTANCE ANCHORS: EMBEDMENT & EDGE drawing no. CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) DISTANCES SHOWN ARE BEYOND JAN 1 20� 94 -55 TH WOOD = 5d E WALL & FLOOR COVERING SINGLE SPAN TRACK ON WALL FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. (STUCCO, TILES, ETC.) heet 2 of 21 0) C:) O < 2 x 2 x 1/4" to >Q> C�I�O CLIP ANGLE W/ p U D J 0 Z #14x3/4" SMS 1/4" DIA. TAPCONS (D m tl I 1/2- 3 MIN FOR 64" SPAN r - Ed 2x2x1 /8" TUBE (3) INTO CONC. W 3 -7/16" MIN FOR 86" SPAN I+ -Ede 2x -V (4) INTO WOOD W CONT. TUBE LOON SEE GRAPH + O 2x6x1/8" z u -1 -�i 1- 1 /4 "- I -�--ni I I I I I GLASS v I 2x2x1/4" CLIP ANGLE 2" LONG o 0 Q O RON -72 TRACK II I 1 0 3" MIN FOR 64" SP FLOOR SHOE _ I CONT. ALUM #14x3 4" SMS @ 12" O.C. II 3 -7/16" MIN FOR 86" SPAN jj CONTINUOUS II ANGLE/TUBE ®12 O.C. UPTO 100 PSF RON -68 SLATS r-- -- f ® 6" O.C. UPTO 220 PSF L _- II (2) #14x3/4" SMS 2X2X1 /8 "li - - -1 0 r - il i 2X3X1 /8 "i I - i -_ II ��� 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE II 2X5X1/8" L_ J Ij i z g -- RON -73 TRACK �� 0 y tL - - - -- ----------------------- - - --Id II RON -73 TRACK II II II z E REEL it 2x2x1/8" TUBE ® TOP 11" LONG 11 1� RON -68 S II n o II II li ___- - - -(2) #14x3/4_ SMS II w t, -- - - - - -- z� Ij(2) #14x3/4" SMS - - -- II it - -- - - -- '' REEL b I REEL 1x2x1 /8" TUBE Ir----------------------- - - - - -- '11 o i - - -- REEL h� 1 1 " LONG II II U BRACKET Ij � BRACKET II Iti__ - - - -__ II II I I O p 0 O . N.}�} N ^ L--------------------------------- - - - -31 O O O G N SEE SCHEDULE RON -72 SIDE TRACK SINGLE SPAN WITH BUILT OUT SINGLE SPAN SPLIT SHUTTER W/ MULLION ° 0 ° ° 1 w Engr. DR. HUMAYOUN FAROOQ °f n o STRUCTURES r FLA. PE #,16557 `j C.4N. 3533 � r a m a I - -� a a v` u RON -72 BOTTOM TRACK F4 _ 16" O.C. TYP. OPTIONAL ELEVATION Ed = TYPICAL EDGE DISTANCE ANCHORS: EMBEDMENT & EDGE drawing no. CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) DISTANCES SHOWN ARE BEYOND JAN 1 20� 94 -55 TH WOOD = 5d E WALL & FLOOR COVERING SINGLE SPAN TRACK ON WALL FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. (STUCCO, TILES, ETC.) heet 2 of 21 r a ❑ J z C7 H U7 W ❑ a z ❑ H ❑ i i i TRIBUTARY WIDTH - INCHES i S a V)L LL ❑l J zt5 to H V3 u s 0 E C zs Lfl IS Im I 1B - - - . .. .. SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. l I 1.00 0.86 0.71 0.57 0.50 EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. =���� OR C -90 BLOCK ANCHOR® = 1/4" DIA. TAPCONS ■®'■E■■■„■■■■ 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) ANCHOR@ "IN■■■■■■■■■■, INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL & FLOOR COVERINGS (STUCCO, TILES, ETC.) MOMME■■M■■■ WMEMMI .■■■■■ mommommo,■■■ ' ® �■■■■■N■■■■■ "■■ ■ ■■■■■, ■mEMMMl■■■■■' ■■ mmmu IMMEME■■■■`■ ommm ` ■■ ■■ ■■■■ N■mmm■■■■■■■ ■' ■■■■■■■■ ■■ ■■■mmmmm 1MEM o.■■ mmmm■■omm M ■■■\■■■■ ■■ ■■■ „■.•'m■■■■■■ „■■■■■. ■■■■■■ ■momm■■■■■■E -.■■■.■■ MEMINN.■■■■ ■ ■■ M WEIM ■■ ■■■ ■■ ■„■,.■■E,.■ ■N ■ ■MMEMIM ■ ■M.■■■■■". „■.■■`.■■■■ .E■.':■■■■■' ,■mm■■■„■■■ ;u.■`.■■■■ ■, m.,■■■''■ `mm= ■ ■ ■ '.:_■.. ■■`,■■,'■■■' =I mommmmomm`mm ■■■„''■omm■ ■ ■ ■ ■ ■,',�•�� .. ., TRIBUTARY WIDTH - INCHES i S a V)L LL ❑l J zt5 to H V3 u s 0 E C zs Lfl IS Im I 1B - - - . .. .. MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. l I 1.00 0.86 0.71 0.57 0.50 EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. =���� OR C -90 BLOCK ANCHOR® = 1/4" DIA. TAPCONS ■®'■E■■■„■■■■ 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) ANCHOR@ #14 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.) MOMME■■M■■■ mommommo,■■■ "■■ ■ ■■■■■, ■■ mmmu IMMEME■■■■`■ ommm ■■■ N■mmm■■■■■■■ ■■■■■■■■ 1MEM ■■■■■■■■■ M ■■■\■■■■ ■■■ „■■■■■. ■■■■■■ -.■■■.■■ MEMINN.■■■■ ■ ■■ ■mummammEMMI■ '■E■■■,.■■■ ■„■,.■■E,.■ ■ ■M.■■■■■". .E■.':■■■■■' ;u.■`.■■■■ `mm= ■ ■ ■ '.:_■.. =I mommmmomm`mm MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TRIBUTARY WIDTH = SW 2 X ( # OF SPANS) 8 1E 20 25 38 3E 40 TRIBUTARY WIDTH - INCHES TYPICAL ANCHORS: KOANCHOR® = 1/4" DIA. TAPCONS 1 -314" EMBEDMENT INTO 3000 ■ ■■ E DIS ■■■„ Od= 2 -1/2" 8d =2" 6d= 1 -1/2" • - CHART , RORRM ■„■■■■■ I 1.00 0.86 0.71 0.57 0.50 EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. =���� OR C -90 BLOCK ANCHOR® = 1/4" DIA. TAPCONS ■®'■E■■■„■■■■ 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) ANCHOR@ #14 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.) MOMME■■M■■■ mommommo,■■■ "■■ ■ ■■■■■, ■■ ■ IMMEME■■■■`■ ■■■■ ■■■■■■■■ ■„■■-■■■■■■■ mmMMM.■■■■■■ ,■,�■■,.■■■■■ ■ MEMINN.■■■■ ■ '■E■■■,.■■■ ■„■,.■■E,.■ ■■o,■„■■■o' ■■..`..`.`■■ ■■■",,■m'.■ ■ ■ ■ ■ ■'',_'_■' aaaaaaa Ca FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY (PLYING WITH THE FACTOR BELOW E DIS 12d= Od= 2 -1/2" 8d =2" 6d= 1 -1/2" 5d= 1 -1/4" FACTOR I 1.00 0.86 0.71 0.57 0.50 EDGE DIST. SPACING = 12" O.C. (FROM CHART) FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 O.C. 15 20 2E 3H 3E 40 TRIBUTARY WIDTH - INCHES TYPICAL EDGE DISTANCE IN WOOD = 3/4" TYPICAL END DISTANCE IN WOOD = 1" NO REDUCTION FACTOR IE EDGE DI: END z n c� z W I ® (D UN @o i 00 ®x 4 ®V �Z >" o :5 I .r �® d .30: X N i j @P4 W N . M LC-4 L1 — PSI CONC. 1 -1/4° EMBEDMENT INTO C -90 BLOCK ANCHOR@ = #14 SMS W/ RAWL SCRU -LEAD 0 i 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. ANCHOR© = 1/4" ZAMAC NAILIN ANCHORS 41 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR@ = 1/4" RAWL CALK -IN ANCHOR O TOTAL ANCHOR BODY INTO 3000 PSI CONC. OR C -90 BLOCK ANCHOR® = 1/4" DIA. TAPCONS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) ANCHOR@ #14 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.) 15 20 2E 3H 3E 40 TRIBUTARY WIDTH - INCHES TYPICAL EDGE DISTANCE IN WOOD = 3/4" TYPICAL END DISTANCE IN WOOD = 1" NO REDUCTION FACTOR IE EDGE DI: END z n c� z W I ® (D UN @o i 00 ®x 4 ®V �Z >" o :5 I .r �® d .30: X N i j @P4 W N . M LC-4 L1 — Z 8 47 41 z � � o Mi f/1 �j it; 0 N O O O O O N gr. DR. HUMAYOUN FARO 4Q owl' 611 0 STRUCTURES C" 6 FLA.' PE #d 16557 C.A.N. 3538 O .o a drawing no. JAN 3 1 2006 94--55 heet 3 of 21 O . M 0) 0 i z =� 00 0 —m _ I 41 W z 4 Z 0 o 0 �4 0 O Lo 2 .Mi Z 8 47 41 z � � o Mi f/1 �j it; 0 N O O O O O N gr. DR. HUMAYOUN FARO 4Q owl' 611 0 STRUCTURES C" 6 FLA.' PE #d 16557 C.A.N. 3538 O .o a drawing no. JAN 3 1 2006 94--55 heet 3 of 21 - -- • #8x1" TEKS & WASHER RON -68 SLAT e : : i • i i e •. 1/4- 0 FASTENERS i 1\ I /- CAD 18" O.C. • • •ie • • • • • ••• I- 1 X 2 X 1/8" NOTCH ANGLE 1 -1/2" I ALUM TUBE I I 1/4x2 -3/8 TAPCON ® 8" O.C. LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER A A E X CONC. BLOCK WOOD 12.75 394 197 450 10.75 ••• • 194 444 8.75 380 REEL 435 6.75 • • • • CONTINUE MLUIbN••• i �•I ••• i 1 /4" DIA. TAPCONS 1 1-1/2" 499 - Z Z I r -1/2" - AS REQUIRED. •`•� •• •• X I I I 3 HOOD HEIGHT VARIES + 5 2 X 6 X 1/8" W/ STIFFENER V) J J I I E 8" TO 14" (2) # 14 S.M.S. 2 X 2 X 1/8" • • • • I I CONTINUOUS ANGLE • • e • • • :06 • • • I •• • � i i ie• �• • I 1/4x2 -3/8 TAPCON ® 8" O.C. LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION FASTENER A A E X CONC. BLOCK WOOD 12.75 394 197 450 10.75 388 194 444 8.75 380 190 435 6.75 368 184 422 SHUTTER HEIGHT HEADER TUBE 2x4x1/8" CLIP ANGLE MULLION HEIGHT 2x6x1 /8" TUBE HEADER ® _ 2x3x1/8 ® CLIP ANGLE ® MULLION -- - - - - -- 2x4x1/8 W/ #14x3/4 SMS (2) #14 SMS t CONNECT HEADER TO TUBE TRACK 2x4x1/8" ANGLE W/ 1/2" ALUM THRU BOLT 2x2x1/8" ANGLE 2" LONG 2x2x1/8" RON -73 TRACK 1x2x1 /8" POST 2x4x1/8" MULLION (1023) 1X1X1 /8" ANGLE 7A I I I MULTIPLE SPAN SECTION FOR MULLION ANCHOR SEE DETAIL ° ° I � I ' I .I ' ° I I I - • I r -_ ALUM2TUBE /8" TRACK HEADER./STRUCTURE CONNECTION II DIRECT HEADER CONNECTION WITH TUBE EXTENSION J TO STRUCTURE , REACTION = R =4'X Sh X SW X Pd SEE SCHEDULE USE DIRECT .CONNECTjON AND /OR TUBE EXTENSION CAPACITY CHART TO DETERMINE AL ABLE CAPACITY. FOR COMBINATION OF DIRECT ANCHOR AND TUBE EXTENSION USE THE f L CAPACITY AS THE SUM OF THE TWO TYPES �1/4" TAPCONS 1 -1/4" EMBED 0 8" O.C. ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE FASTENER EMBED P1 CONC. 3 8 OKWIK BOLT 2-1/2- 1290 0KW BOLT 3 -1 2 2130 5 8 OKWIK 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 1-1/2" 499 ANCHORS SEE SHEET 2 2x5x1/8" ANGLE 2x2x1/8" CLIP ANGLE - f j G - � 2x2x1/8" TUBE IIf 14.X 3/4- S.M.S. 0 0 12 O.C. UPP002200PSFF �� 1 2 X 5 X 1/8" ANGLE MULLION 2 X 2 X 1/4 "J ALUM ANGLE 4" LONG INTO CONC. 12" LONG INTO BLOCK 8" LONG INTO WOOD USE LARGER ANGLE LENGTH TO MAINTAIN MIN 5d SPACING (2) 1/4" TAPCONS OR (2) # 14 S.M.S. TO BUILT -OUT ANGLE FLOOR SHOE Z 00 C3 w ® to N 0 L0 0 o M ® a_ v U cr Z o Z W t Q ® g > Q ao a. ® d pro a-, c'4 On- 0 � W��r°� Z __ v Z N LLI ►``'- ' SEE STORM BARS FASTENERS CONC. SCHEDULE RON 24 RON 24 &23 RON 57 A D 2 � -� # 14 S.M.S. E 0 O 2 2/ ANGLE A. D 2 - E - e- >>Q 2 X 4 X 1/8" A.D 0 • U J .J OG- Z E - 3 LL_ m I A.D BUILT -OUT ANGLES 2 X 4 X 1/8" - Z Z I r -1/2" - 9 LONG 2 X 6 X 1/8" 0 V) 0 h 3 - E g Z Z 5 2 X 6 X 1/8" W/ STIFFENER V) J J - E - O ° � LO (2) # 14 S.M.S. S.M.S. _ _ _ I I /8" ALUM TUBE I I l -� BOTTOM MULLION CONNECTION TO BUILT -OUT U U RON-68 SLATS ANCHORS MULTIPLE SPAN PLAN STORM BAR HEADER NOT SHOWN NO. OF FASTENERS IN WOOD ON EACH SIDE LOAD ON STORM BAR ANCHOR MAY BE CALCULATED AS. # REQD. = 232 X 2 STORM BAR CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REQD. EACH SIDE STORM BARS FASTENERS CONC. WOOD RON 24 RON 24 &23 RON 57 A D 2 - E - 2 RON 56 2X2X 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,D 3 - E - 6 I I 2X4X 1/8" I I ALUM ANGLES I I 9 -1/2" LONG _ - 0 STORM BAR BOTTOM CONNECTION c N mUm � 4 O 8 N o a otoIfl-, I II O O cV "A -A d Engr. DR. HUMAYOUN FAR00Q O7 II o STRUCTURES N ,FLA. PE # 16557 `i \ C.A.N. 3538 o a m m D v m v v drawing no. 94 -55 heet 4 of 21 VIEW " drawing no. 94 -55 heet 4 of 21 ■ E DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 HEADER CONNECTION TO CENTER MULLION RO = Sh (Sw1 + Sw2) Pd 4 Rc = _ HEADER CONNECTION TO END MULLION Re = Sh (Sw1 OR Sw2) Pd 4 Re = 4 = FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL Q Re /Rc< 3721 Ibs USE CONNECTION DETAIL Re /Rc< 4442 Ibs USE CONNECTION DETAIL QC ALL DIMENSIONS SHOWN Sh, Sw, Sw1 ETC. ARE IN FEET. (2) # 14 X 3/4" S.M.S. 1 MULLION TUBE AS READ. ® EACH LEG I •• • ••• • •• I •• • • • • MIN 1/8" THICK I a • • ••• • i i •• I •• •• • a •• i i 2 X 2 X 1/4" I • • ALUM ANGLE I HEADER TUBE 1 I (6063 -T6) I_ 1 2" LONG 1 • AF3 RIiQD.a• I I i•iN�1 *T�ICQ•a ••• I 1 1 • • • • •• • • I I 1 • • I I a •• •• I I 1. � ; 1 I I I (2) # 14 X 3/4" S.M.S. 1 1 MULLION TUBE 0 EACH LEG I I AS REQD. 1 I MIN 1/8° THICK 2 X 2 X 1/4° 1 ALUM ANGLE I I (6063 -T6) I 1 1/2" 0 ALUM BOLT 2" LONG I W/ NUT & I I LOCK WASHER I 1/2" 0 ALUM BOLT I I I 1 1 I I I I I I I I I I 1 W/ NUT & LOCK WASHER 1 I I I HEADER TUBE I I HEADER TUBE I I AS READ. I r7 AS MIN 1/8" THICK MIN 1/8" THICK - � - I I 1 I I Z z J I I I MULLION TUBE dC) MULLION TUBE 1 AS REQD. LJ AS REQD. IMIN 1/8" THICK O O Q DUOS M MIN 1/8" THICK = MULLION TUBE (2) # 14 X 3/4" S.M.S. 1 1 (2) # 14 X 3/4" S.M.S. I I /2NUT &UM i LOCK WASHER AS REQD. ® EACH LEG I 1 ® EACH LEG I MIN 1/8" THICK I I I I I 2X2X1_" 1 2 X 2 X 1 /4" I 1 NG - I ALUM ANGLE I (626 1 I (6063 -T6) = ' " LONG 1 HEADER TUBE 2" LON I _ AS REQD. I 1 1/2° 0 ALUM BOLT MIN 1/8" THICK 1 I ry_ I OLE W / NUT & I 1 I I 1 1 LOCK WASHER I 1 I I I 1/2" 0 ALUM BOLT I I 1 I 1 I I I I I I 1 I i ACCESS HOLE W/ NUT & LOCK WASHER I I 1 HEADER TUBE 1 HEADER TUBE I I I AS READ. 1 MIN 1/8" THICK I N AS REQD. /8" THICK - 1- 1 ALT. O ALT. Q HEADER /MULLION CONNECTION DETAILS ALT. DR. 4UMAYOUN FAROOQ STRUCTURES FLA. , PE 'J'16557 C.A.N. 3538 I I z 00 1 to Z a fD V N � MULLION TUBE � 1 AS READ. ° ) 1 MIN 1/8" THICK O N O 0 2 UM BOLT -k! W/ NUT & LOCK WASHER U I r I z W n Z I ®�QQ�o 1 O a N 00 of I I 3 _j wU)U-0 I fs, w _ M 1 ( Z U) I Z N `Z W w .- F- nr o� 0 0 r7 z o U _J LO z0L °° —m 1 I I Z z J I dC) MULLION TUBE 1 AS REQD. LJ J `= g , 0 IMIN 1/8" THICK O O Q DUOS M 1 = BOLT W I /2NUT &UM i LOCK WASHER n I I VACCESS HOLE I 1 1 I I I Z LL' ta L � � - X 2 2 °z i x x i i c �w W 2 o 0 N O O lV rn U D N N N 1 � drawing no. 94 -55 heet 5 of 21 r Ii - 8 CLIP ANGdE CONNECTION •• NUMBER OF FASTENERS SIDe STORM BAR SIZE # 14 S.M.S. • RON -24 •• RON -24 &23 2 RON -57 A RON -56 2 2 X 2 X 1/8" D 2 X 3 X 1/8 273 2 X 4 X 1/8" E 2 X 6 X 1/8- 624 : : • : CONC. 763 .00 : BLOCK 382 -382 E WOOD 1248 417 4 2 A CONC. 1090 556 D BLOCK 545 f >' 545 E WOOD 124 556 5 3 A CONC. 1„ 6 695 D BLOCK 613 613 E HEADER f 1871 695 • • CLIP ANGdE CONNECTION •• NUMBER OF FASTENERS SIDe STORM BAR SIZE # 14 S.M.S. • RON -24 •• RON -24 &23 2 RON -57 A RON -56 2 2 X 2 X 1/8" D 2 X 3 X 1/8 273 2 X 4 X 1/8" E 2 X 6 X 1/8- 624 2 X 6 X 1/8- 3 W/ STIFFENER A • CONT. ALUM ANGLE ® WALL SEE MULLION ANCHOR DETAIL ALT. HEADER TUBE BETWEEN MULLIONS SEE DETAIL • � I ,� SEE SCHEDULE I + + R Yc + + I CLIP ANGLE /TO HEADER-,,,,,,,, + I v I -- ��2 EILING EACH SIDE X STORM BAR, I I TRACK UM CLIP ANGLE I I + I OP (& BOTTOM S.M.S. # 14 X 3/4" S.M.S. —� TRACK TRACK I I j MULLION (CONTINUOUS) STORM BAR-,.,, j j 2 X 2 X 1V4" ( l i CLIP ANGLE I I @I EACH SIDE I I j HANNEL OR I I W/ # 14 S.M.S. ' 1 x2x 1 /8" ANGLE I I h I I I I CHANNEL OR. F r SEE SCHEDULE / j I SEE SCHEDULE 1x2x1/8" ANGLE # 14 S.M.S. + + I I + + BUILT -OUT ANGLES - -- 2X4X 1/8" 9 -1/2" LONG 0 TSIC RI III T -ntl 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 "x`17 D BLOCK 382 -382 E WOOD 1248 417 4 2 A CONC. 1090 556 D BLOCK 545 f >' 545 E WOOD 124 556 5 3 A CONC. 1„ 6 695 D BLOCK 613 613 E WOOD f 1871 695 LOAD ON STORM BAR ANCHOR = = 5w x Sb x FACTOR ( # OF SPANS) IF P > CAPACITY OF FASTENERS SHOWN, ANCHORAGE SYSTEM SHALL BE DESIGNED 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. e' I + + i 4 i t (2) 1/4" THRU BOLT I '' (2) 1/4" THRU BOLT W/ LOCK NUT OR (2) # 14 X 3/4" S.M.S. EACH SIDE 2 X 5 X 1/8" W/ LOCK NUT „ d CONT. ALUM ANGLE OR SEE MULLION ANCHOR DETAIL 6063 -T6 (2) # 144 X 3 /DE S.M.S. INSIDE STORM BAR TO WALL INSIDE;JOUTSIDE STORM BAR 41L ANCHOR DETAIL MULLION TO FLOOR ANCHOR DETAIL STRUCTURLS FLA. PE # 16557 CAN. 3538; 13, z 00 52 W to J ®° E gU') o Cl M tx `ki 8 ® o n U W O (�*Z > ro gQQI C a00XN w N 3U- u� w zL0 a! d; wN :� J D Z p 0) 0 llf 0 U < o W WM Q7 Z D _j00 O —m W m 1n 0 n gZZ Of �_ � N O p cc Ix U w M p 3 N W � U ci N g z x x i x x 'T') N N IA m Qi O O O N N � drawing no. 34 -55 heet 6 of 2' N 01 1 N, 0 0 m drawing no. 34 -55 heet 6 of 2' CUP ANGLE CONNECI NUMBER OF FASTENERS MULLION SIZE # 14 2.X2X 1/8" 2 2 X 3 X 1/8" 3 2 X 4 X 1/8" 4 2 X 4 X 1/8" W/ STIFFENER 5 2 X 6 X 1/8" 6 2 X 6 X 1/8" W/ STIFFENER 7 MULLION TUBE AS REQD. MIN 1/8" THIC' M MULLIOG INALZ A HC:% A©IT`A (Lbs) GLE LENGTH (IN.) X X l 4: • • .•• # ANCHORS SIDE • ANCHOR TYPE' • • • BASE ", MATERIAL CAPACITY OF -CONNECTION 6.25 • 3 • • i i i• • ' • • A CONC. 1635 D • BL_ 60818 E. Is D; • • 1871 8.75 • 4 • A ;• co %? ' •2180 D BLOCK 1090 E WOOD 2495 11.25 •5 • • •• ••: ••� i i .: • .A • VMC • • 2725 • •D •. :iLOCK• 1363 • E•- • OWQO ' 3119 13.75 6 A CONC. 3270 D BLOCK 1635 E WOOD 3743 SAME AS ABOVE WALL CONNECTION TOTAL LOAD ON MULLION P = Sh 4 Sw Pd = Lbs (END MULLION) P = Sh 2 Sw Pd = Lbs (CENTER MULLION` LOAD AT ANCHOR AT TOP = Pt = P * Sh = s / Al BOTTOM = Pb = P — Pt = Lbs IF Pt OR Pb > ANCHOR CAPACI OF FASTENER N ANCHORAGE SYSTEM SHALL BEESIGNED ON TO JOB BASIS. SEE TABLE BELOW vI I (D ( 1 SEE SCHEDULE I I I I I I I I I I I I _ 1 I 1 MULUO, "fUBE AS QD. I j WA 1 /8" THICK I I I I I I I I I I I I I I I I I I I I 1, SEE TABLE I �' BELOW + � I I I 1 4• MULI1`ONNECTION TO FLOOR & CEILING OF FASTENERS REQD. EACH SIDE MULLION SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD 'h WOOD 2 X 2 X 1/8 2X3X 1/8" CENT I2MULLION "2 St - END MULLION - B 4 - 3 - C 2 - 2 t�Sw� E Al BOTTOM = Pb = P — Pt = Lbs IF Pt OR Pb > ANCHOR CAPACI OF FASTENER N ANCHORAGE SYSTEM SHALL BEESIGNED ON TO JOB BASIS. SEE TABLE BELOW vI I (D ( 1 SEE SCHEDULE I I I I I I I I I I I I _ 1 I 1 MULUO, "fUBE AS QD. I j WA 1 /8" THICK I I I I I I I I I I I I I I I I I I I I 1, SEE TABLE I �' BELOW + � I I I 1 4• MULI1`ONNECTION TO FLOOR & CEILING OF FASTENERS REQD. EACH SIDE MULLION SIZE FASTENER TYPE TOP BOTTOM CONC. WOOD CONC. WOOD 2 X 2 X 1/8 2X3X 1/8" A 2 - 1 - B 4 - 3 - C 2 - 2 - E - 3 - 2 2 X 4 X 1/8 Ld bi Z -I r- 3 - 2 - --_= 7 - 5 - JKWIKBOL 4 - 3 - O - 5 - 3 2 X 4 X 1/8" W/ STIFFENER 1 -1/4" EMBEDMENT INTO C -90 BLOCK : LO - 2 X 6 X 1/8" KW IK2 BOLT 2 1 R W/ STIFFENER ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. ��L0 L0 t 0) - z 00 C 0 rn . z 1 0 0 o N Q� cD E N 0 0 j 0 M 0 d O V) d Uw ^o ZLdto- 0 << I o a00irN w V) V)LL.o W w M a' Z Ln d w -:2� ✓ STRUCTURES FLA. PE # 16557 C.A.N. 3538 c" u N N N I � S. a m m a to a V drawing no. 94 -55 heet 7 of 21 O (� _1 Ln -y �U- t0 oX m m _ I Ld bi Z -I r- Ld --_= ANCHOR DESCRIPTION: z 0 z o r. Y_ z ANCHOR@ - 1/4" DIA. TAPCONS O J ¢ ,n _ i 1 -3/4" EMBEDMENT INTO 3000 PSI CONC. o � Q o 1 -1/4" EMBEDMENT INTO C -90 BLOCK : LO ANCHOR ®_ #14 SMS W/ RAWL SCRU -LEAD 1 -1/2" EMBEDMENT INTO 3000 PSI CONC. ANCHOR@ - 1/4" ZAMAC NAILIN ANCHORS o 1 -1/4" EMBEDMENT INTO 3000 PSI CONC. c H OR C -90 BLOCK °- ANCHOR@ _ 1/4" RAWL CALK -IN ANCHOR v n g TOTAL ANCHOR BODY INTO 3000 PSI CONC. $ ° g OR C -90 BLOCK ANCHOR O - 1/4" DIA. TAPCONS 1 -1/2" MIN PENETRATION INTO WOOD (S.G. =0.55) c v 0 9 O N NOTE: ANCHORS EMBEDMENT SHOWN IS BEYOND WALL &FLOOR O O aNa O C lV c ° COVERINGS (STUCCO, TILES, ETC.) L'01 ✓ STRUCTURES FLA. PE # 16557 C.A.N. 3538 c" u N N N I � S. a m m a to a V drawing no. 94 -55 heet 7 of 21 2 x 2 POST - SINGLE SPANS ID .4 tD UC%j bi En� ID a; c Qf0 a- z CD H m W O m ID (V m ID E� a- W � Ix U) ID (n -I W r-I z ID O m H c ID W O ID ID Iti wm cn Q. CL m w 0] tr in wm Of a- zM H U' m a m m - 2% (Z9 T: ± TWO SPANS ■m■m■■■ 140 "►e■■■■■■■■■■■■ MODULE WIDTH - IN. - THREE SPANS o■ ■■��■■■I_ ■■■■■ END POST THREE SPANS flafficom ■mm■■■■■a■■■■■ 0 pOST F1 I - g z `� MENNEN IL Of� ■I ■■m ■■■■mo■■■■■■■■ ■■■■■■a■■■� m■.,.■■.m` Im■■■■■am■■■■■■ mmmmmmmmmm .. ■mmmm■■■mmmmm■ m1■■■■■m .■am mu... NNE ,.m`.■■'' ■.'■■■■■■'l■■■ ■■■■mom m,mmmmmm.' mmmmmmmm ■■■`.■■■■■■a'■ ■■■■■ ` ■.m■■■■`a■■■■■ ■■■■.`■■■■■■■. IM■O_•._ ■■'-■■■■m■■■■ '■■■■■'m®ommom -- 11 wm cn Q. CL m w 0] tr in wm Of a- zM H U' m a m m - 2% (Z9 T: ± TWO SPANS u- U) 0_ W Of co U) w m w z 0 H U7 w 0 1 m -rrrrl -nom - � rr-- r�-rrrrr, 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - SINGLE SPANS MODULE WIDTH - IN. - TWO SPANS STORM BARS- \ POST END POST II STORM BARS. 1 MODULE WIDTH --J - MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS r MP2X2EO1 AX. DEFL. SPAN /160 LL o_ W 0_ U) U) W of 0.. z 0 H U7 W O POST MODULE WIDTH MODULE WIDTH 2 x 2 ,,D POST - TWO SPANS ■m■m■■■ 140 "►e■■■■■■■■■■■■ MODULE WIDTH - IN. - THREE SPANS o■ ■■��■■■I_ ■■■■■ END POST THREE SPANS flafficom ■mm■■■■■a■■■■■ 0 pOST F1 I - g z `� MENNEN IL Of� ■I ■■m ■■■■mo■■■■■■■■ ■■■■■■a■■■� ■mmmmm■■■■mmmm Im■■■■■am■■■■■■ .. ■mmmm■■■mmmmm■ m1■■■■■m mm- NNE mmmmmmmm ■.'■■■■■■'l■■■ ■■■■mom mmmmmmmm ■■■`.■■■■■■a'■ ■■■■■ ` ■.m■■■■`a■■■■■ ■■■■.`■■■■■■■. ■■'-■■■■m■■■■ '■■■■■'m®ommom smommemommmem-1 -■■..■■■■.`.■■ .`.■■■■■''.■■■ Effinommommmommm •• mm■■mm■■■■■mm'" ■■'`■■■■■._-. m 14141 ommommalmommll ■..■■■'mmmimlimm .■■■.o'■■■■■■� 000000010.500010 .■.`-■■■'.■■■■ 10000-mm- .'■■m'■1m��m■mm�■ u- U) 0_ W Of co U) w m w z 0 H U7 w 0 1 m -rrrrl -nom - � rr-- r�-rrrrr, 60 70 80 90 100 110 120 130 MODULE WIDTH - IN. - SINGLE SPANS MODULE WIDTH - IN. - TWO SPANS STORM BARS- \ POST END POST II STORM BARS. 1 MODULE WIDTH --J - MODULE WIDTH SINGLE SPANS 2 x 2 END POST - SINGLE SPANS r MP2X2EO1 AX. DEFL. SPAN /160 LL o_ W 0_ U) U) W of 0.. z 0 H U7 W O POST MODULE WIDTH MODULE WIDTH 2 x 2 ,,D POST - TWO SPANS 1 110 120 130 MODULE WIDTH - IN. - TWO SPANS CL I W O' U) U) W m a_ z 0 H U) W O - -- ■m■m■■■ 140 "►e■■■■■■■■■■■■ MODULE WIDTH - IN. - THREE SPANS o■ ■■��■■■I_ ■■■■■ END POST THREE SPANS STORM BARS ■mm■■■■■a■■■■■ 0 pOST F1 I - g z `� J L =o IL Of� ■I ■■m ■■■■mo■■■■■■■■ ■■■■■■a■■■� ■mmmmm■■■■mmmm Im■■■■■am■■■■■■ .. ■mmmm■■■mmmmm■ m1■■■■■m mm- mm■ mmmmmmmm ■.'■■■■■■'l■■■ ■■■■mom mmmmmmmm ■■■`.■■■■■■a'■ ■■■■■ ` ■.m■■■■`a■■■■■ ■■■■.`■■■■■■■. ■■'-■■■■m■■■■ '■■■■■'m®ommom -■■..■■■■.`.■■ .`.■■■■■''.■■■ •• mm■■mm■■■■■mm'" ■■'`■■■■■._-. ■..■■■'mmmimlimm .■■■.o'■■■■■■� .■.`-■■■'.■■■■ .'■■m'■1m��m■mm�■ •• -.''■■.- ■_■■■- ''■.--.mmam--■ '.■.`--■ ■ ■momm- o --.--■.m -momm-m m.■■-m ma m-- DEFL. SPAN/ 0 1■■■■ ■■■ _o BO C30 1 110 120 130 MODULE WIDTH - IN. - TWO SPANS CL I W O' U) U) W m a_ z 0 H U) W O - -- -. 140 "►e■■■■■■■■■■■■ MODULE WIDTH - IN. - THREE SPANS - - - -- ■■��■■■I_ WIDTH END POST THREE SPANS STORM BARS STORM BARS a 0 pOST F1 I - g z `� J L =o IL Of� ■I ■■■■mo■■■■■■■■ Im■■■■■am■■■■■■ m1■■■■■m mm- mm■ ■.'■■■■■■'l■■■ ■■■`.■■■■■■a'■ ■■■■.`■■■■■■■. '■■■■■'m®ommom .`.■■■■■''.■■■ ■■'`■■■■■._-. .■■■.o'■■■■■■� '.■.`--■ ■ ■momm- -momm-m ma m-- s O'■■■■■■■ Im YWWY HT. W 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS - - - -- ■■��■■■I_ WIDTH END POST THREE SPANS STORM BARS STORM BARS a 0 pOST F1 I - a o �01 a MODULE WIDTH MODULE WIDTH THREE SPANS 2 x 2 END POS ANS - 700 Mmmmmmmll 110 Of 120 130 140 U-J LO zoo - - - -- ■■��■■■I_ WIDTH - IN. - THREE SPANS 0 ozo L ■■■mm■■■■■■■■ g z `� J L =o IL Of� ■I ■■■■mo■■■■■■■■ Im■■■■■am■■■■■■ m1■■■■■m mm- mm■ ■.'■■■■■■'l■■■ ■■■`.■■■■■■a'■ ■■■■.`■■■■■■■. '■■■■■'m®ommom .`.■■■■■''.■■■ ■■'`■■■■■._-. .■■■.o'■■■■■■� '.■.`--■ ■ ■momm- -momm-m ma m-- 700 rn Of O 110 Of 120 130 140 U-J LO zoo 15 a--If-q MODULE WIDTH - IN. - THREE SPANS DR. HUMAYOUN FAROOO STRUCTURES FLA. PE # 16557 C.A.N: 3538 31 2006 LO LO 1 a z w 0 C o t F U a O O a V LL, w d ®*�QQ ® a�Fr 0 N cn O 1 -. w ` �`n W w V' to z LO Z W N F uj N 0 4 y vl o m it N b x o a0 00 h Z Z Z V C y m 0 p O O N N N O O C N O_ N N m v° m y` drawing no. 94 -55 rn Of O Of Q t0 v U-J LO zoo z m _ I W 0 ozo L g z `� J L =o IL Of� N 0 4 y vl o m it N b x o a0 00 h Z Z Z V C y m 0 p O O N N N O O C N O_ N N m v° m y` drawing no. 94 -55 LL cn d. i W ch U) W m CL Z co H W 0 1--MODULE WIDTH- -=�— MODULE WIDTH--J SINGLE SPANS 2 x 6 END POST - SINGLE SPANS m WITH STIFFENER ■,■,■u'■,m■.`li ;r C O d n Z - W CO J z m -I W ®� Oz0 r F- J Z U N J O U-)-) OLr) <C C) ■.,.',.■'mo■■■ Of Ln =`. � 0 0� ®. CL �q • � • ,■o■`■■m J ®i GO i mo-m- Z e >M ® g <C Q I O 00.R, N Ln i1 mummommm W i N M O Z NP' W w -fir mm :",.,mmmmommm I mmummmmo ; mom MM ZEN- ■■■'o•..mu■' ` r ,, , -!�'_��� ■WiWY-� \-'`mom's ` ■■■■■■ "■■■■■■■ • r "' ■ ■ ®� ®■ ■ ■ ■ ■ ■ ■�� - - - mm■■■®►u■ ■W■■® ■■■mmummu '•._ ■■■■■.f-•.-•■. .. EmEmmmmmmmummm `- fir■ ■�■■��■ ■ ■■■ ■■ - ■���■ ®■� ®�►�■■i■®■ r o'■■■■■■■ ��� ®������ ■ ■ ■� o -gym ■�-�_m■■` " ��!! ��� ®��'. ■■ • ` mmmmmm-■ ■� ������� ■ ®�'■ • ` m■''m■®`'m■■■. am■■®'■■®���M■ ° ■■m-m■■m■■ . ► ■■I ■ ■■� ■1i .� ■ ■1r ■m-.•_ mmmommmm m miffimmmmmmmm mmmmmmmmm • `®mm-_ ®_ • mmmmmmmmmm i® ®___ - --.._VIII.,== ..-II__■ mmmmmmmmm .. INN INN ■ .0 i 30 ► 0 20 •i GO 0 G G 0 GD 0 G G G r LL cn d. i W ch U) W m CL Z co H W 0 1--MODULE WIDTH- -=�— MODULE WIDTH--J SINGLE SPANS 2 x 6 END POST - SINGLE SPANS m WITH STIFFENER END POST - TWO SPANS WITH STIFFENER ■,■,■u'■,m■.`li ;r C O d n Z - W CO J z m -I W ®� Oz0 r F- J Z U N J O U-)-) OLr) <C C) ■.,.',.■'mo■■■ Of Ln =`. � 0 0� ®. CL �q • � • ,■o■`■■m J ®i GO i mo-m- Z e >M ® g <C Q I O 00.R, N Ln i1 mummommm W i N M O Z NP' W w -fir mm :",.,mmmmommm I mmummmmo ; mom MM ZEN- ■■■'o•..mu■' ` r ,, , -!�'_��� ■WiWY-� \-'`mom's END POST - TWO SPANS WITH STIFFENER 30 40 50 60 70 80 60 70 80 90 100 110 120 130 MODULE WIOTH - IN. - SINGLE SPANS MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH .THREE SPANS 2 x 6 END POST - THREE SPANS WITH STTFFFNFR ■,■,■u'■,m■.`li ;r C O d n Z - W CO J z m -I W ®� Oz0 r F- J Z U N J O U-)-) OLr) <C C) ■.,.',.■'mo■■■ Of Ln =`. � 0 0� ®. CL �q • � • ,■o■`■■m J ®i GO i mo-m- Z e >M ® g <C Q I O 00.R, N Ln i1 mummommm W i N M O Z NP' W w -fir mm :",.,mmmmommm I mmummmmo ; mom MM ZEN- ■■■'o•..mu■' -!�'_��� \-'`mom's ` ■■■■■■ "■■■■■■■ • r "' ■ ■ ■ ■ ■ ■■ 110 120 1JO 140 ■■■mmummu '•._ ■■■■■.f-•.-•■. .. EmEmmmmmmmummm - _"■■■■■■■ r o'■■■■■■■ 30 40 50 60 70 80 60 70 80 90 100 110 120 130 MODULE WIOTH - IN. - SINGLE SPANS MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH .THREE SPANS 2 x 6 END POST - THREE SPANS WITH STTFFFNFR 150 160 MODULE WIDTH - IN. - THREE SPANS DR. HUMAYOUN F; STRUCTURES FLA. PE # 16557 C.A.N. 3538' ;r C O d n Z - W CO J z m -I W ®� Oz0 r F- J Z U N J O U-)-) OLr) <C C) ■.,.',.■'mo■■■ Of Ln =`. � 0 0� ®. CL �q • ,.■„■',.■','.! J ®i GO LL,: Z e >M ® g <C Q I O 00.R, N Ln i1 mummommm W i N M O Z NP' W w -fir mm :",.,mmmmommm I mmummmmo ; mom MM ZEN- ■■■'o•..mu■' ` ■■■■■■ "■■■■■■■ r "' ■ ■ ■ ■ ■ ■■ 110 120 1JO 140 150 160 MODULE WIDTH - IN. - THREE SPANS DR. HUMAYOUN F; STRUCTURES FLA. PE # 16557 C.A.N. 3538' CO f 5z� 3 M � Z U ir- 06 x O c� of z i 1 cn x x x = x otooi �! (n O �F C tV U `- N u yQO_ N N 2 1 � n o a m a m a v drawing no. 9455 sheet 13 of 21 ;r C O d n Z - W CO J z m -I W ®� Oz0 r F- J Z U N J O U-)-) OLr) <C C) a Of Ln =`. � 0 0� ®. CL �q • J ®i GO LL,: Z e >M ® g <C Q I O 00.R, N Ln i1 W i N M O Z NP' W w -fir CO f 5z� 3 M � Z U ir- 06 x O c� of z i 1 cn x x x = x otooi �! (n O �F C tV U `- N u yQO_ N N 2 1 � n o a m a m a v drawing no. 9455 sheet 13 of 21 � C O d n v U-1 LQ Z 0 00 0 L� z m -I W 0O Oz0 r F- J Z 0 J O U-)-) OLr) <C C) a Of Ln =`. CO f 5z� 3 M � Z U ir- 06 x O c� of z i 1 cn x x x = x otooi �! (n O �F C tV U `- N u yQO_ N N 2 1 � n o a m a m a v drawing no. 9455 sheet 13 of 21 W U) a. W. fY U) U) W Ix IL Z c) H N W N 2 x 6 TOP SUPPORT - TWO SPANS 2 X 6 TOP SUPPDRT - TWO S 12109 1 ORION 1011119110of ■■ MHOMEN,IN®N® ®, I `E",®MI'®I"■® NON111010 .1 -MMENIMBE 10 ■■","10,,0" p ■.111001,IN,', ■mnNNNN\ \1■ 0 ■ ■® \INI0 ■ WIN ■01010 1 \ ■:' ■1 ■ \' X000■ \■0'.'00 • • END POST • •'•. 2 x 6 TOP SUPPORT - TWO SPANS 2 X 6 TOP SUPPDRT - TWO SPANS PANS WITH STEEL STIFFENER P 5 STORM BARS LO LO i rn ° z 00 ■■N■ ■i� tD Z W - c) � W ° ���� ■'� �sm�.®m■■ ��m�■���mso■ oil f f� 1, ■ LO eoms I loll ■2�`• F MEN sell mi ■111MMEN■►�m■m I i /1 //, 'A �i■o►�►��m >`�� p crz ■ op Z - .. J apd'N -J, _ 1 Op '10 ��■■■ (i is sm - Ld Csi W rC j tn o 210� M NEEMM, I STORM BARS -z 60 70 80 90 10(X 110 L 13Pf ' DO tvi BE 929 1 viri 1110 1 Zll 130 F SHUTTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 SHUTTER WIDTH - IN. - T, `SPANS 5HUTTER WIDTH - TN. - TWO SPANS END POST - THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT f = SEE SKETCH FOR REFERENCE ter• FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 � 21. 2 X 6 TOP SUPPORT - THREE SPANS m 2 X 6 END POST - THREE SPANS -- a x TOP SUPPDRT - THREE SPdNS � 2 X � TOP SUPPDRT THREE ANS WITH STEEL STIFF 0 rs a >5 W� n .s d W- U R W fY (L Z m H U) Wm Oa) m 10 m �t H � B Z 0 H H UN W J m L_ w 8 m LO LO i rn ° z 00 a tD Z W - c) � W ° ���� ■'� �sm�.®m■■ ��m�■���mso■ oil 1, ■ LO eoms I loll ■2�`• S . MEN sell mi ■111MMEN■►�m■m I ■ /1 //, 'A �i■o►�►��m >`�� p crz ■ op Z - .. J apd'N -J, _ �■ ��■■■ (i ",.",,20 P, - Ld Csi W rC j tn o 210� Sp fo Wi NOR monsoon BE poffiss NNEM...... memo ■■.►NS ■ ■■ hN�•���� ■■■secs C10-1111 Insole a _■®®®®■■®■■,Are ■■®M, E memo■ ■■ 1 ■111 ■1111 a� /// � .. r- "E®'®'s'ffox ■ ■■ .1 ®111 ■111 %.. �'/ Noll 0 ■ ■ ■/I, /I/, . « Sul ■■ „� ■���,��, - 1 ■1111 //. /�'� // O Of POST ■®��.�1 ■�� ■� ■■ . D1_ W I ii 0 0 �0 IL C", I'm IN ■■1� 1 ■111 ■11 ��.��� - a■o■lem i _j i z svol■ ,° .. I ' ■ ■�_! !%�r moose ►noose ►\ .►; ° moons 1 \�►;E;a imp ! � ■%� 1 ° °• OMEN ball I pp -z 60 70 80 90 10(X 110 L 13Pf ' DO tvi BE 929 1 viri 1110 1 Zll 130 F SHUTTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 SHUTTER WIDTH - IN. - T, `SPANS 5HUTTER WIDTH - TN. - TWO SPANS END POST - THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT f = SEE SKETCH FOR REFERENCE ter• FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 � 21. 2 X 6 TOP SUPPORT - THREE SPANS m 2 X 6 END POST - THREE SPANS -- a x TOP SUPPDRT - THREE SPdNS � 2 X � TOP SUPPDRT THREE ANS WITH STEEL STIFF 0 rs a >5 W� n .s d W- U R W fY (L Z m H U) Wm Oa) m 10 m �t H � B Z 0 H H UN W J m L_ w 8 m ,JIB 1100 110 120 130 140 ISO 160 'JO 190 310 120 13A 140 15Ef 16d W a W ly In N W ILm z L) H Wm ❑ t` m Ln Q r) LO LO i rn ° z 00 a tD Z W - c) � W ��m�■���mso■ oil 1, ■ LO eoms I loll ■2�`• S . MEN sell mi ■111MMEN■►�m■m w roe 'A F >`�� p crz ■ op Z - .. J apd'N -J, _ 11311.0 (i ",.",,20 P, - Ld Csi W rC j tn o 210� Sp Wi NOR monsoon ,JIB 1100 110 120 130 140 ISO 160 'JO 190 310 120 13A 140 15Ef 16d W a W ly In N W ILm z L) H Wm ❑ t` m Ln Q r) will - - 1 ■M■■■ , FA pap/ OWN STMITER . •i •i �� i . . " WIDTH - - - ENER ■ LO LO i rn ° z 00 a tD Z W - c) � W ��m�■���mso■ ■ LO eoms -d ■2�`• S . MEN = mi ■111MMEN■►�m■m w roe \\\\\\N1\■E >`�� crz ■ 1losons� Z - .. J apd'N -J, _ 11311.0 (i ",.",,20 - Ld Csi W rC j tn o 210� long monsoon BE poffiss memo ■■.►NS hN�•���� ■■■secs 1,,'' Insole a III will - - 1 ■M■■■ , FA pap/ OWN STMITER . •i •i �� i . . " WIDTH - - - ENER ■ III j f i LAP - f -L R v U v .. T. v � Q O TWO SPANS o ¢ 0 z �z1) _00 STORM BARS F- m � I ry w O W Z --I r- < LO gzZ Qg,. p ��Q ° Q + O W TOP SUPPORT y y v=i + + • ' C vii W o W z � Z Z > = POST N ul ': Q Q (L) W Obi, o a o eq m M - C4 0 Q O O N N 01 M j o o ° ry 0 0� W _ I N +`+ + o r ((1� 1 = R v a L ----N 31 2006 drawing no. 94• -55 THREE SPANS sheet 15 of 21 LO LO i rn ° z 00 a tD Z W - c) � W LO ®a LO -d LO S . = w roe >`�� crz ® Z - .. J apd'N -J, _ (i - Ld Csi W rC j tn o LL III j f i LAP - f -L R v U v .. T. v � Q O TWO SPANS o ¢ 0 z �z1) _00 STORM BARS F- m � I ry w O W Z --I r- < LO gzZ Qg,. p ��Q ° Q + O W TOP SUPPORT y y v=i + + • ' C vii W o W z � Z Z > = POST N ul ': Q Q (L) W Obi, o a o eq m M - C4 0 Q O O N N 01 M j o o ° ry 0 0� W _ I N +`+ + o r ((1� 1 = R v a L ----N 31 2006 drawing no. 94• -55 THREE SPANS sheet 15 of 21 m RON -24 STORM BAR - TWO SPANS RRON24 -2 .-a LL m d� a wm w �m �r z 0 H W @ Ln 0 4 in a map Ln RON -24 STORM BAR - TWO SPANS Z H M si z O H U� LL w O .•as •s U • • OLL • I* • W �r N LO IS WP Q_ ZIS C7 r. H N o� IS s 60 70 80 90 100 110 120 130 60 70 BPS go 100 llf� 1211 1301 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO 5PAN5 RON -24 STORM BAR - TWO SPANS WITH STIFFENER I■■■■■'' U 11111011111111 O Z wMrn (✓IZ0LJL —� m I 1111111111110111 w m ono � z zQ ry O J O J o Ln ¢ e 10 11111 MEN—m—PAMEN pp IN sliffisommomm won ','. ■ ■ ■''_.■■a .•as •s U • • OLL • I* • W �r N LO IS WP Q_ ZIS C7 r. H N o� IS s 60 70 80 90 100 110 120 130 60 70 BPS go 100 llf� 1211 1301 SHUTTER WIDTH - IN. - TWO SPANS SHUTTER WIDTH - IN. - TWO 5PAN5 RON -24 STORM BAR - TWO SPANS WITH STIFFENER END POST RON -24 STORM BAR - TWO SPANS LR WITH 5TIFFENER & ❑R0246 -2 OEFL _ AT 1J� PSF Z H m 'm z O u� w J C9 t2 3%. RON24S -2 r0 80 90 100 110 120 130 69 7d BA 90 10A 130 129 130 1 TTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 END POST THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKET H FOR REFERENCE RON -24 STORM BAR - THREE SPANS RON -24 STORM Q; - THREE SPANS m Ln .--i IS M LL I� w� It Z) m Wa' W x am zr 0 H Wt9 0 LO m m m I■■■■■'' U 0 p O Z wMrn (✓IZ0LJL —� m I w m ono � z zQ ry O J O J o Ln ¢ e 10 MEN—m—PAMEN sliffisommomm won ','. ■ ■ ■''_.■■a R a00i1116, @ MINE 1os.mpsiis._m ' ■ ■ ■ ■ ■i■ ■iii Emmumommommomm ■ ■■ .. 1E\\E■M® ■:i■W\ '. .. 110 120 130 140 150 E■ .o END POST RON -24 STORM BAR - TWO SPANS LR WITH 5TIFFENER & ❑R0246 -2 OEFL _ AT 1J� PSF Z H m 'm z O u� w J C9 t2 3%. RON24S -2 r0 80 90 100 110 120 130 69 7d BA 90 10A 130 129 130 1 TTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 END POST THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKET H FOR REFERENCE RON -24 STORM BAR - THREE SPANS RON -24 STORM Q; - THREE SPANS m Ln .--i IS M LL I� w� It Z) m Wa' W x am zr 0 H Wt9 0 LO m m m _milli . 111/ /111111/ 11111111.■1111 ..1pp''1��� _.MEIG_�:_ __.■■ ONO log s -- s «0 99 1E(0 11Y 120 13t 140 15g 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE 5PAN5 RON -24 STORM BAR - THREE SPANS RON -2d STORM BAR - THREE SP11N5 WITH STIFFENER WITH 5TIFFENER I■■■■■'' U 0 p O Z wMrn (✓IZ0LJL —� m I w m ono � z zQ ry O J O J o Ln ¢ e 10 MEN—m—PAMEN sliffisommomm won ','. ■ ■ ■''_.■■a R a00i1116, @ MINE 1os.mpsiis._m ' ■ ■ ■ ■ ■i■ ■iii Emmumommommomm ■ ■■ .. '. .. 110 120 130 140 150 _milli . 111/ /111111/ 11111111.■1111 ..1pp''1��� _.MEIG_�:_ __.■■ ONO log s -- s «0 99 1E(0 11Y 120 13t 140 15g 160 SHUTTER WIDTH - IN. - THREE SPANS SHUTTER WIDTH - IN. - THREE 5PAN5 RON -24 STORM BAR - THREE SPANS RON -2d STORM BAR - THREE SP11N5 WITH STIFFENER WITH 5TIFFENER 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS r' A , I■■■■■'' U 0 p O Z wMrn (✓IZ0LJL —� m I w m ono � z zQ ry O J O J o Ln ¢ e 10 MEN—m—PAMEN sliffisommomm won R ' ■ ■ ■ ■ ■i■ ■iii ■ ■■ .. ... •■.■.■3�S■■■■■E m__u■_■■- , ms ■■■■n_ 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS r' A , I■■■■■'' U 0 p O Z wMrn (✓IZ0LJL —� m I w m ono � z zQ ry O J O J o Ln ¢ e 10 MEN—m—PAMEN sliffisommomm won R STORM BARS 0 3 w TOP SUPPORT x - N x POST z m 2 o 3 0 Ow x V) TWO SPANS STORM BARS O w TOP SUPPORT M 1q +-. POST w 7 m oho. x Fr LO Ln J �a z r !!��.. G) J Z W CO 0 ® o C-4 O � N C-` � 0 0 90 ®X CL ® ul a U w 0 (L z r� o a, �rz >'�� o g > 00 & z ®a�2N `` Ld vi x O^ x < �1 W W t0 m Ld Fw- w z J N 0 o� 1 11 1Z 13 14 15 1616 5HUTTER WIDTH - IN. - THREE 5PAN5 O W = H M y V N Z O Z� I d I N I I quo N i N N o O D drawing no. 94 -55 sheet 16 of 21 Ln U 0 p O Z wMrn (✓IZ0LJL —� m I w m ono � z zQ ry O J O J o Ln ¢ e 10 z J N 0 o� 1 11 1Z 13 14 15 1616 5HUTTER WIDTH - IN. - THREE 5PAN5 O W = H M y V N Z O Z� I d I N I I quo N i N N o O D drawing no. 94 -55 sheet 16 of 21 LL cn d w Ir ul U) w fl' a z C9 H w 0 vi . =.—�.. . . . . . . . . . . . 0 �•� END POST RON -57 STORM BAR - TWO SPANS RON -57 STORM BAR - TWO SPANS RON -56 STORM BAR - TWO SPANS RDN -56 STORM BAR - TWO SPANS rn m Z H ZN U W LL 0 m .Nm wm �N u W1@ d '-I Z� C7 M H U) w om 2 �� » - - �� ■ ■ ■■�■ Q 111 ■■■■ D p 0 ,■■'.■�■■,.■■■ z ■13101 p Ln z 0 � Ails J m - I cn ■■■■■■ LL' NE■■EE■■■■EM■■ wU) � < 1.11 Z'� z O J 0-1 o e e _��IIIII fY L _ ■,■■■„■■■■'NE 1111�1111■/��1 O y ■■\■■■\\■■■■■\ '■■■„■■■E■EM. O = p- p- p- F=- O ,■■,■■■"■■■■■ a 0 Z imp "■■■',■111100,'. CD Z w x x ■■■■►■ ■■,..NN ■■■►M r r ■■■ ■.,■■'M■■■■,'■ U) '■E__\EW abi, o C o Q7 ■„■■■ 2 5 EN■EE■■EE■■■■� O SaMEMEN■■■■''' IN O b aNa p ■"■NEMEE ° R if Lae U iYI� EMN ,NNES■,,N■■'1' "■■,E M ERMEN�■ \EE\\E°_■\'E\■■■ R■`EN■■ Pao- pomp . n_o_■� ■ENNEN,�- -, OEM I111SOMN ENRON ■■■■■N 11019MEEN .Nm wm �N u W1@ d '-I Z� C7 M H U) w om 2 �� » - - �� ■ ■ ■■�■ Q 111 ■■■■ D p 0 ,■■'.■�■■,.■■■ z ■13101 p Ln z 0 � O J m - I cn ■■■■■■ LL' NE■■EE■■■■EM■■ wU) � < 1.11 Z'� z O J 0-1 o e e _��IIIII fY L _ ■,■■■„■■■■'NE 1111�1111■/��1 O y ■■\■■■\\■■■■■\ '■■■„■■■E■EM. O = p- p- p- F=- O ,■■,■■■"■■■■■ a 0 Z imp "■■■',■111100,'. CD Z w x x ■■■■►■ ■■,..NN ■■■►M r r ■■■ ■.,■■'M■■■■,'■ U) '■E__\EW abi, o C o Q7 ■„■■■ 2 5 EN■EE■■EE■■■■� O SaMEMEN■■■■''' O b aNa p ■"■NEMEE ° R if Lae U iYI� EMN ,NNES■,,N■■'1' "■■,E M ERMEN�■ \EE\\E°_■\'E\■■■ R■`EN■■ . n_o_■� ■ENNEN,�- -, OEM EEMEMEN \■NERIMMINE ■■■■■N 11019MEEN ■E■■■■■■ MENEM WEENEEN .mmons ■����i���i�i� MENN:Effly, NONE ■•■ _ ® �� 1.11111111 —__ 1111 . 1111.1111111 1 _ .�I POST ■11r1l1 11 1111__ ■ MEMO 69 70 SO 90 10A 120 122f 131 310 /4 Es yj I I to 121a 130 SHUTTER WIDTH - IN. - TWO SPANS. SHUTTER WIDTH - IN. - TWO 5PAN5 SHUTTER WIDTHS 4 . - TWO SPANS 0 5HUTTER WI ❑TH - IN. - TWO SPANS 2 RON -57 STORM BAR - THREE SPANS I I I I i OR A CT, 6 Z H Z H 6 U w J LL w O 12 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS THE CURVES ON THESE GRAPHS SHOW SEE SKETCH FOR REFS ::= =Jl�! 1--- ,I Q 111 U D p 0 _: z ■13101 p Ln z 0 � O J m - I cn ■■■■■■ LL' m wU) � < 1.11 Z'� z O J 0-1 o e e _��IIIII fY L _ 1111�1111■/��1 O y U '■■■„■■■E■EM. O = p- p- p- F=- O a a 0 Z imp "■■■',■111100,'. CD Z w x x ■■,..NN r r S■E■■. af U) '■E__\EW abi, o C o Q7 ■„■■■ 2 5 O O SaMEMEN■■■■''' O b aNa p O N ° R if JRM BAR LENGTHS CE lS Ll. d w� �S of a. L 11 .12 13 14 15 16� 5HUTTER WIDTH - IN. - THREE 5PAN5 ZS C3 II H w 011 s 14 ZINEN 1--- - Q U D p 0 Q z ■13101 p Ln z 0 � O J m - I cn ■■■■■■ LL' m wU) � < ■.,.■■■.,.■■■■ Z'� z O J 0-1 o e e in fY L _ ■■■,■■■■■"E■■ O y U '■■■„■■■E■EM. O = F=- O a a 0 Z "■■■',■111100,'. CD Z w x x ■■,..NN r r S■E■■. af U) '■E__\EW abi, o C o Q7 ■„■■■ 2 5 O O SaMEMEN■■■■''' O b aNa p O N ° ` ■■W,■■■,,.■■■. O. Lae U O "■■,E M ERMEN�■ R■`EN■■ . n_o_■� -, OEM ME� \■NERIMMINE 11019MEEN MENEM WEENEEN .mmons MENN:Effly, NONE pool t 40 150 160 SHUTTER WIDTH - IN. - THREE SPANS z J m o of 3 O 0 OW V) I END POST RON -56 STORM BAR - THREE SPANS � ❑RDN56 -3 -r ❑EFL. AT 19 P5F ?9 Z H Z R! O@ F- U Li J W O 7 % •% ft v .. T. TWO SPANS STORM BARS U� 3 rr W TOP i SUF In POST W Ir i m, 0o (L 0 r, J j O o P U N a 0 9 ° c) a � p�yy X �p I� w U z ®rz> o ® gaa O o it prp L N J to O x F+1 w N M. z v W N� hW w = T V a i 2006 THREE SPANS sh �- O/ u � N N N I � C Y O 0 'O U drawing no. 94 -55 sheet 17 of 21 1--- - Q U D p 0 Q z • • p Ln z 0 � O J m - I cn LL' m wU) � < Z'� z O J 0-1 o e e in fY L _ = T V a i 2006 THREE SPANS sh �- O/ u � N N N I � C Y O 0 'O U drawing no. 94 -55 sheet 17 of 21 PORT • • C O w y cn +_+ 2 O y U O = F=- O a a 0 Z CD Z w x x r r af U) abi, o C o Q7 LD 2 5 O O N 01 O b aNa p O N ° O. Lae U O = T V a i 2006 THREE SPANS sh �- O/ u � N N N I � C Y O 0 'O U drawing no. 94 -55 sheet 17 of 21 U- U CL W Ir In In W a z H W W O 2 x 2 STORM BAR - TWO SPANS ee ■■o ■■■■ei� ere ■eeee ®�ee�ue ■� a ■ ■e��e ■■eee ■ ■� ■■e ■o�■eeee ee�� ■■ ■eeee ■■ ee ■eee■■ ■ ■ee ■■ ��eeo�ee ■e ■��e ■e■eeeeeeee ■e►- �eeeee■ ■eee ■ ■■ ■eee ®e■ ■■ ■eeee .e \� ■ ■�\ ■eee \. ■eeeeeeeeee■ ■e �. eeeeee�e.ee ■ee mm uuuuuvuuuvuuvvuuuuuuvtuuuuuuauu • • ••• • • • • ••• Lp 2 x 2 STORM BAR - TWO SPANS 2 x 3 STnRM RAR _ Twn SPANS t9 z H C7 z 0 v Its J L� W 0 Its- » 0 70 80 90 100 110 120 130 c'd 74 58 1fA2 116 13� 60 70 80 SHUTTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO SPANS SHUTTER V ■■ ■e►■,�■ ■SIN ■■a0 W�\il\mm-0000 \■■ m NINE rr- � -a ■■r._• END POST LR 2 x 3 STORM BAR - TWO SPANS r z H C z 0 us wZ J L, W 0 Igo 0 MAP o! _ U 0 0 0 z Q r0 mossommoss z 0 ago -j eeee muslaffilINA-2 �'1'■■■■ m �U)o � Z Z Nommommomm 00)Q ° e s iii Lr) = �� mommomm.099111 P-..d dpldl 0010101100009 PON pop IIi�� mmummommom MENWE 1 mmmm■ » 0 70 80 90 100 110 120 130 c'd 74 58 1fA2 116 13� 60 70 80 SHUTTER WIDTH - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO SPANS SHUTTER V ■■ ■e►■,�■ ■SIN ■■a0 W�\il\mm-0000 \■■ m NINE rr- � -a ■■r._• END POST LR 2 x 3 STORM BAR - TWO SPANS r z H C z 0 us wZ J L, W 0 b9 74 BE 102 116 1,121 X100 110 120 130 SHUTTER WIDTH - IN. - TWO 5PAN5 IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHO STORM BAR LENGTHS SEE SKETCH FOR R- E-fERENCE END POST I m 2 x 2 STORM BAR - THREE SPANS to 2 x 2 STORM BAR - THRz SPANS m 2 x 3 STORM BAR - THREE SPANS 2 x 3 STORM BAR - THREE SPANS m LL m WN d� 1 Wm Q' m -4 ul U) W (r m IL Co z C3 H W� 0 m m N r' NI? d• Z H C7 z 0 H U w � J w w 0 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS _ o! _ U 0 0 0 z Q r0 z 0 ago -j eeee LL' �'1'■■■■ m �U)o � Z Z 00)Q ° e s iii Lr) = �� mm%soon P-..d dpldl PON pop IIi�� MENWE 1 mmmm■ b9 74 BE 102 116 1,121 X100 110 120 130 SHUTTER WIDTH - IN. - TWO 5PAN5 IN. - TWO SPANS THE CURVES ON THESE GRAPHS SHO STORM BAR LENGTHS SEE SKETCH FOR R- E-fERENCE END POST I m 2 x 2 STORM BAR - THREE SPANS to 2 x 2 STORM BAR - THRz SPANS m 2 x 3 STORM BAR - THREE SPANS 2 x 3 STORM BAR - THREE SPANS m LL m WN d� 1 Wm Q' m -4 ul U) W (r m IL Co z C3 H W� 0 m m N r' NI? d• Z H C7 z 0 H U w � J w w 0 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS 0 90 100 110 120 130 140 150 160 5HUTTER WITH - IN - TWO 5PAN5 SHUTTER WIDTH - IN. - THREE SPANS 5 2191-9.001mi _ o! _ U 0 0 0 z Q r0 z 0 ago -j eeee LL' �'1'■■■■ m �U)o � Z Z 00)Q ° e s iii Lr) = �� PON pop IIi�� POP 1 _woon �I �/ I I 2 0 90 100 110 120 130 140 150 160 5HUTTER WITH - IN - TWO 5PAN5 SHUTTER WIDTH - IN. - THREE SPANS 5 2191-9.001mi _ o! _ U 0 0 0 z Q r0 z 0 ago -j m I LL' m �U)o � Z Z 00)Q ° e s iii Lr) = �� F �I 5HUTTER WIDTH - IN. - TWO 5PAN5 STORM BARS 1 E.. Q w TOP La SUPPORT D a + S — T z W T X J m _ n � 3 p W + —+ u —Qa ' a •• a TWO SPANS A BARS Of Of tn I �r z 000 o- C" J ZW 0 �0 ° t D L0 0 O ® Of In- 46 U w r o (L Z ®yr �0~pN W J W vm 0, 2 of G4 w VJ L`' n 0 n 01 v z Ift W N � H w ul TOP s SUPPORT in Cn I +_+ C N WW O N o� L, IX L � M _ N CD 0 N z p F- Z C7 O Z POST Ld L ����_ a a c �,� a CD Cn O N O O N N M M 0) m U Q W 4 W N __ N + +�+ T F=_ IN �.. �.. T 4 •• 1 �,N 3 11 drawing no. 94 -55 THREE SPANS sheet 18 of 21 _ o! _ U 0 0 0 z Q r0 z 0 ago -j m I LL' m �U)o � Z Z 00)Q ° e s iii Lr) = �� ul TOP s SUPPORT in Cn I +_+ C N WW O N o� L, IX L � M _ N CD 0 N z p F- Z C7 O Z POST Ld L ����_ a a c �,� a CD Cn O N O O N N M M 0) m U Q W 4 W N __ N + +�+ T F=_ IN �.. �.. T 4 •• 1 �,N 3 11 drawing no. 94 -55 THREE SPANS sheet 18 of 21 000 0 io POST TWO SPANS 2 . 4 STORM BA TWO SPANS n 2 x 4 STORM BAR 2 x 4 STORM BAR - TWO SPANS 2 x 4 STORM BAR - TWO SPANS ■E■ ■� ■ ■�� ■�■ ■■■ - ►■\S N ■■■ 1000 1 ■0■e■ ,0 ■61.��� ■MIN■ ■�■ memo m►��� \1i■ Iffism 10111 @101.00 �� ■imen Bonn ■ \��1 \■1 031111 . c I I s sea I IV 6 NONE o out I I 111 1 11611 1 1 1111111M I Ism I M MAINE A AMR animism m long logo mpg I NINE will I minimal Elm Bill 61 60 70 80 90 180 110 120 130 by 70 SA .20 20b lid 12 130 SHUT 5HUTTER WIDTH - IN - TWO 5PAN5 Z `! H� zrn o@ H I- U w _j N W a 0 60 70 1321 1321 90 10.0 110 12g 131 F EE STORM BARS A.• 4 F w TOP SUPPORT _ - POST 3 D 0� TER WIDTH - IN. - TWO SPANS SHUTTER WIYfi - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 m 2 x 4 STORM BAR - THREE SPANS LL d W w x a z c� H w 0 N M �D ■■► E ■ENE■ ■ ■■ MOME1101 MENCE man \N ■ ■ \'■ii;■■M;\ ■IME:�� ■;■E.■M 1 \\� ■ 0 � � ■ ■ ■■ \_i■ \■_!!�! ■ ■_■ ■ ■■ 1 \'■■■■.�■ ■■SEEM ■� ■ ■movo ■mom ■ ■ ■ ■EMEMEN THE CURVES ON THESE GRAPHS SH -STORM BAR LENGTHS SEE SKETCH FOR.�EFERENCE 2 x 4 STORM BAR - SPANS m WITH STEEL S i - NOW- AN '1111 -01 1 1111 LL d w La w Ir a zm 0 r, H In w 00 M ZQ SHUTTER WIDTH - IN. - THREE SPANS 3 5HUTTER WIDTH - IN. - TWO 5PAN5 r no noun ►� ■ ■ mom MOM■"■'�� ■ ■ ■' \� ■ ■ ■■►M■E; ■►m ■ ■■ ■EN�� \ S ■ \� ■■\\M■■■■i0 �; ■ ■ \ME ■ ■ ■ ■■ \\ N ■■B son .�;IRIN ■ ■■ WE SOMEONE 1' .::'M::NO�.:�� on . ■■ ■_�_: ■__ ■ ■: ■_■ ■■■■0E50 � =�� RB2X4S -3 z H z 0 H H TI- U w J w ❑ rZJ 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS END POST 2 x A STORM BAR - THREE SPANS r- WITH 5TEEL 5TIFFENER 011..1■' : ■ r I on ■ ■ ■■ N f.■■�o ma■ ■ ■ ■ ■ ■�10 0 mom PA92 on NO ■/ ■ ■ ■ ■ ■ ■�� ■90 ME MOM 0 0 ■11 1.10an on E■■ ■ ■ 9-■ ■011 ■■ ■ EMO :ir■ ■���mom ■ ■ ■ ■ ■_ ■ ■. 0■ �_ffl_o ■IIV-In •. _ 2wa -won 5HUT7ER WIDTH - IN. - TWO SPAN5 x z J Q m O ]X0 SPANS STORM BARS u_o W TOP 0 = SUP N POST 3 Ix w MJ _ obi z 00 a z w o � � N O M ® a P4 !2 p4 Ad o�I� w U w Moo a o�QQ°° x ° �. Z ® d. � Of N J o N J O W rZi W � 1M FW- - 0W N L N Of U 00 U Q O z w rn < -1 C) —� m I Uj M p"1o'n zz� af go�Q O s PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 long logo I NINE will I minimal Elm Bill Z `! H� zrn o@ H I- U w _j N W a 0 60 70 1321 1321 90 10.0 110 12g 131 F EE STORM BARS A.• 4 F w TOP SUPPORT _ - POST 3 D 0� TER WIDTH - IN. - TWO SPANS SHUTTER WIYfi - IN. - TWO SPANS 5HUTTER WIDTH - IN. - TWO 5PAN5 m 2 x 4 STORM BAR - THREE SPANS LL d W w x a z c� H w 0 N M �D ■■► E ■ENE■ ■ ■■ MOME1101 MENCE man \N ■ ■ \'■ii;■■M;\ ■IME:�� ■;■E.■M 1 \\� ■ 0 � � ■ ■ ■■ \_i■ \■_!!�! ■ ■_■ ■ ■■ 1 \'■■■■.�■ ■■SEEM ■� ■ ■movo ■mom ■ ■ ■ ■EMEMEN THE CURVES ON THESE GRAPHS SH -STORM BAR LENGTHS SEE SKETCH FOR.�EFERENCE 2 x 4 STORM BAR - SPANS m WITH STEEL S i - NOW- AN '1111 -01 1 1111 LL d w La w Ir a zm 0 r, H In w 00 M ZQ SHUTTER WIDTH - IN. - THREE SPANS 3 5HUTTER WIDTH - IN. - TWO 5PAN5 r no noun ►� ■ ■ mom MOM■"■'�� ■ ■ ■' \� ■ ■ ■■►M■E; ■►m ■ ■■ ■EN�� \ S ■ \� ■■\\M■■■■i0 �; ■ ■ \ME ■ ■ ■ ■■ \\ N ■■B son .�;IRIN ■ ■■ WE SOMEONE 1' .::'M::NO�.:�� on . ■■ ■_�_: ■__ ■ ■: ■_■ ■■■■0E50 � =�� RB2X4S -3 z H z 0 H H TI- U w J w ❑ rZJ 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS END POST 2 x A STORM BAR - THREE SPANS r- WITH 5TEEL 5TIFFENER 011..1■' : ■ r I on ■ ■ ■■ N f.■■�o ma■ ■ ■ ■ ■ ■�10 0 mom PA92 on NO ■/ ■ ■ ■ ■ ■ ■�� ■90 ME MOM 0 0 ■11 1.10an on E■■ ■ ■ 9-■ ■011 ■■ ■ EMO :ir■ ■���mom ■ ■ ■ ■ ■_ ■ ■. 0■ �_ffl_o ■IIV-In •. _ 2wa -won 5HUT7ER WIDTH - IN. - TWO SPAN5 x z J Q m O ]X0 SPANS STORM BARS u_o W TOP 0 = SUP N POST 3 Ix w MJ _ obi z 00 a z w o � � N O M ® a P4 !2 p4 Ad o�I� w U w Moo a o�QQ°° x ° �. Z ® d. � Of N J o N J O W rZi W � 1M FW- - 0W N L N Of U 00 U Q O z w rn < -1 C) —� m I Uj M p"1o'n zz� af go�Q O s PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 LL d w La w Ir a zm 0 r, H In w 00 M ZQ SHUTTER WIDTH - IN. - THREE SPANS 3 5HUTTER WIDTH - IN. - TWO 5PAN5 r no noun ►� ■ ■ mom MOM■"■'�� ■ ■ ■' \� ■ ■ ■■►M■E; ■►m ■ ■■ ■EN�� \ S ■ \� ■■\\M■■■■i0 �; ■ ■ \ME ■ ■ ■ ■■ \\ N ■■B son .�;IRIN ■ ■■ WE SOMEONE 1' .::'M::NO�.:�� on . ■■ ■_�_: ■__ ■ ■: ■_■ ■■■■0E50 � =�� RB2X4S -3 z H z 0 H H TI- U w J w ❑ rZJ 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS END POST 2 x A STORM BAR - THREE SPANS r- WITH 5TEEL 5TIFFENER 011..1■' : ■ r I on ■ ■ ■■ N f.■■�o ma■ ■ ■ ■ ■ ■�10 0 mom PA92 on NO ■/ ■ ■ ■ ■ ■ ■�� ■90 ME MOM 0 0 ■11 1.10an on E■■ ■ ■ 9-■ ■011 ■■ ■ EMO :ir■ ■���mom ■ ■ ■ ■ ■_ ■ ■. 0■ �_ffl_o ■IIV-In •. _ 2wa -won 5HUT7ER WIDTH - IN. - TWO SPAN5 x z J Q m O ]X0 SPANS STORM BARS u_o W TOP 0 = SUP N POST 3 Ix w MJ _ obi z 00 a z w o � � N O M ® a P4 !2 p4 Ad o�I� w U w Moo a o�QQ°° x ° �. Z ® d. � Of N J o N J O W rZi W � 1M FW- - 0W N L N Of U 00 U Q O z w rn < -1 C) —� m I Uj M p"1o'n zz� af go�Q O s PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 z H z 0 H H TI- U w J w ❑ rZJ 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - THREE SPANS END POST 2 x A STORM BAR - THREE SPANS r- WITH 5TEEL 5TIFFENER 011..1■' : ■ r I on ■ ■ ■■ N f.■■�o ma■ ■ ■ ■ ■ ■�10 0 mom PA92 on NO ■/ ■ ■ ■ ■ ■ ■�� ■90 ME MOM 0 0 ■11 1.10an on E■■ ■ ■ 9-■ ■011 ■■ ■ EMO :ir■ ■���mom ■ ■ ■ ■ ■_ ■ ■. 0■ �_ffl_o ■IIV-In •. _ 2wa -won 5HUT7ER WIDTH - IN. - TWO SPAN5 x z J Q m O ]X0 SPANS STORM BARS u_o W TOP 0 = SUP N POST 3 Ix w MJ _ obi z 00 a z w o � � N O M ® a P4 !2 p4 Ad o�I� w U w Moo a o�QQ°° x ° �. Z ® d. � Of N J o N J O W rZi W � 1M FW- - 0W N L N Of U 00 U Q O z w rn < -1 C) —� m I Uj M p"1o'n zz� af go�Q O s PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 Of U 00 U Q O z w rn < -1 C) —� m I Uj M p"1o'n zz� af go�Q O s PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 PORT •• C 0 0 W N y N N H w 0 C W S 0 (9 U' N Z Z = S = S = < m O o 0 Ol N N O p p � o N N M x O 0 N 0 m U O W t' V) c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 c O7 p o N N N m IUL�- v u ® drawing no. 94 -55 sheet 19 of 21 40 s ASCE 7 -88: DESIGN LOAD = Pd = MULTIPLIER FACTOR = K = Pd /10 = SHUTTER WIDTH = Sw = 1 N. • • ••o SHUTTER HEIGHT = Sh = IN. '• �!n *ROLL �L 1 j • E�,�VERALL DEFLECTION CALCULATION SHEET POSITIVE :LOAD �; ; ; 0 see SHUTTER HEIGHT = Sh _ IN. PSF • •• ••• • • •• ASCE 7 -88: DESIGN LOAD = Pd = TRACK WIDTH = Tw = IN. ' '• • • MULTIPLIER FACTOR = K = Pd /10 = • • • • • • • • FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD U w ^ o 1 SLAT SPAN = Ls = (Sw — 2 * Tw) /(N + 1) AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". SLAT O�00 FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD llk�N �w3oo AND STRESSES LESS THAN ALLOWABLE G4 w r� SHIITTFR WIfiTH = Sw = 1N SHUTTER WIDTH = Sw = 1 N. to to NO. OF STORM BARS USED = N = SHUTTER HEIGHT = Sh = IN. 0- SPAN CONDITION N +1 • • • • • •• • J O STORM BAR HEIGHT = BL = IN. 0 see SHUTTER HEIGHT = Sh _ IN. BOX HEIGHT = BOXh = IN. STEP STORM BAR HEIGHT = BL = SH —BOXh = IN. TRACK WIDTH = Tw = IN. 1 S STEP FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD U w ^ o 1 SLAT SPAN = Ls = (Sw — 2 * Tw) /(N + 1) AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". SLAT O�00 FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD llk�N �w3oo AND STRESSES LESS THAN ALLOWABLE G4 w r� AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". 2 FROM DEFLECTION GRAPH FOR 10 PSF W IW- AND STRESSES LESS THAN ALLOWABLE READING FOR ABOVE SLAT SPAN = R1 2 FROM DEFLECTION GRAPH FOR 10 PSF DEFLECTION OF SLAT = D1 = K * R1 READING FOR ABOVE SLAT SPAN = R1 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER DEFLECTION OF SLAT = D1 = K * R1 WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER / f STORM BAR WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION AND STRESSES LESS THAN ALLOWABLE TO MEET DEFLECTION < L /30 OR 2 ". TRY STORM BAR SIZE AND STRESSES LESS THAN ALLOWABLE 4 FROM DEFLECTION GRAPH FOR 10 PSF TRY STORM BAR SIZE : READING FOR ABOVE STORM BAR = R2 4 FROM DEFLECTION GRAPH FOR 10 PSF' DEFLECTION OF STORM BAR = Db = K * R2 READING FOR ABOVE STORM BAR = R2 EFFECT ON SLATS = D2 = Db /2 DEFLECTION OF STORM BAR = Db = K * R2 5- - - _ NHS- HEADER SIZE FOR ABOVE SHUTTER f WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION EFFECT ON SLATS = D2 = Db f TO MEET DEFLECTION < L /30 OR 2 ". 5 FROM GRAPHS SELECT HEADER SIZE FOR OVE SHUTTER HEADER HEADER WIDTH, SHUTTER HEIGHT, DESIGN LOAD %SPAN CONDITION 6 FROM DEFLECTION GRAPH FOR 10 PSF TO MEET DEFLECTION < L /30 OR 2 ".��� (IF THERE IS AND STRESSES LESS THAN ALLOWA i - SK HEADER SKIP STEPS TRY HEADER SIZE: � EFFECT ON SLATS = D3 = Dh /4 - 7 TOTAL DEFLECTION = D = D1 +D2 +D3 IN. 6 FROM DEFLECTION GRAPH FOLR3 Ls /30 —— READING FOR ABOVE HEADER DEFLECTION OF HEADER = D R3 EFFECT ON SLAT= Dh /4 —.- 7 TOTAL DEFLECTION = D = D 1 +D2 +D3 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. m NEGATIVE LOAD PSF NO. OF STORM BAI. to to SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. 0- BOX HEIGHT = B IN. J O STORM BAR HEIGHT = BL = IN. TRACK WIDTH = Tw = IN. ° o STEP ix 1 SLAT SPAN = Ls = (Sw — 2 * Tw) /(N + 1) SLAT FROM GRAPHS CHECK SLAT SPAN FOR DESIGN LOAD U w ^ o o_ AND SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". O�00 llk�N �w3oo AND STRESSES LESS THAN ALLOWABLE G4 w r� z 2 FROM DEFLECTION GRAPH FOR 10 PSF W IW- READING FOR ABOVE SLAT SPAN = R1 DEFLECTION OF SLAT = D1 = K * R1 3 FROM GRAPHS SELECT STORM BAR FOR ABOVE SHUTTER STORM BAR 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 5- - - _ NHS- HEADER SIZE FOR ABOVE SHUTTER _ - WIDTH, SHUTTER HEIGHT, DESIGN LOAD & SPAN CONDITION TO MEET DEFLECTION < L /30 OR 2 ". HEADER 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 +D3 IN. Ls /30 —— DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 35.56 w w U) Z O g �o >>< r� � L�.I M a) q U uo < Z 00 C) m _ I Z w O WZQI- ►_ 0 � o i U :5 Q Z LLI J O -j b O o �� =� w 0 Z Z Z ,U Mo 1,, , c 5 O Na 'R q O O N rn o I N N I C3 • drawing no. 94 -55 heet 21 of 21 to to z C)o 0- c)) Z W J O 0 ° E t- N ° o ix U w ^ o o_ cr z > g Q < I O�00 llk�N �w3oo G4 w r� z N W IW- w w U) Z O g �o >>< r� � L�.I M a) q U uo < Z 00 C) m _ I Z w O WZQI- ►_ 0 � o i U :5 Q Z LLI J O -j b O o �� =� w 0 Z Z Z ,U Mo 1,, , c 5 O Na 'R q O O N rn o I N N I C3 • drawing no. 94 -55 heet 21 of 21