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SHUTTERSBUILDING PERMIT APPLICATION FBC 2001 `Miami Shores Village Building D epartment Tenant/Lessee Name �` c k -- Phone # Permit No. RI Master Permit No. Electrical Plumbing Mechanical Roofing Permit Type (circle): LBiil:4g Owner's Name (Fee Simple Titleholder) �� Q# Phone # Owner's Address City -1 to s. \I -l:-S State Zip Job Address (where the work is being done) -1. �C--- q..1. cam- c__� \. City Miami Shores Village County Miami-Dade Zip 3 - - N E. S Is Building Historically Designated YES NO $ Value of Work For this Permit 1 `0 Square Footage Of Work: 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Contractor's Company Name no) V' Phone # Contractor's Address City State Zip Qualifier Architect/Engineer's Name (if applicable) - - Phone # Architect/Engineer's Address City ''- State Zip Number of: Bays Stories Families Bedrooms Baths Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work• Cmµ,. � __ 4 `�-1 Srt l�C l �ty� t } ltl �,Cs Co &t`JotU ' County Escrow Fee $ I 1 ‘Q Permit Fee $ 0 U Notary $ Education/Training Fee $ Tech $ Scanning $ Radon $ Code Enforcement $ Bond $ / Strut. $ Minus Plans Check Fee $ Total Fee Now Due $ 1 D (Continued on opposite side) Bonding Company's Name (if applicable) lit 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. Owner or Agent The foregoing instrument was acknowledged before me this ;", day of4, 204, by Y /i&' ,/r'l.:ra ; who is personally known to me or who has produced As identification and who did take pm t/ P ��GE H. Bq.�i /� MSSION O � s t 210 r °�9•. St * �. . #DD 241695 • Signature NOTARY PUB Sign: d �� Print: \;.14//, Chc7/7 /o3 My Commission Expires: endedt cue;'&; Signature The foregoing m day of who is personally known to me or who VARY PUBLIC: S. Sign: : * _ Contractor ent was acknowledged before me this , 20 as identification and who s produced take an oath. Print: • p,I My Commission Expires: 4 (Ce Oaapetency Holder) State Certificate or Registration No. Certificate of Competency No. *** s*******ss*#* s* s* s********** * * *s * * * * * * * * * * * * * *s *ss * * * * * *ss• * *s * * * * * * * * * * * * * * * * ** *yes * * * *ss * * *s *s * *s ** APPLICATION APPROVED BY: SEP - 5 2003 Plans Examiner Engineer Zoning • 1 Was acknowledged before me this tr day of By Wr' Owner VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I S _--- Y 4- being the legal property owner, for the property Located at: t k ∎ I�.� S`>�� 'l.., Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),,Ind I have read and understand the following disclosure Statement, which entitles me td 3kork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. The foregoing instrument 20D3 who is personally known to me or who has Produced as identification and who did take an oath. STATE OF FLORIDA) COUNTY OF DADE) AFFIDAVIT The undersigned Affiant, �� does hereby attest that the (property owner) attached survey, performed by locations of all structures on the property as of this date. (name of surveyor's company) performed on , is an accurate representation of the existing conditions and (date of survey) The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Ger. 1CL) Witness(si and print) ess(sign and print) SWORN TO AND SUBSCRIBED before me this(95 day of Affiant is /personally known to me, produced as identification. t/Pr• owner 0 3 i i C C j 0t OZ O ' Z 5 Op -Op2� CtrCCCCt viN N.-� anus «a3'6 6s JAI BOUNDARY SURVEY SCALE: =2U CC sle r o. G✓ 0 0 0. F -I•P¢ �" FI P� 6LPCl 2 ocP; L- 1 s • -1 9 0 I .5 ALLEY ---"/ I to ASPH A,.1" 7 5. 0' P c- L PL 1 • V c / G /(... 1 L 2z Pavcrnelif 1 . I .b7/� N E G'NE ST . C.5.5• (2-ES• IJo• 12? - 12.01 17.3 • P L. ° N Ft. "P=aul / 7 Tit NOTES: 1 I - BEARINGS WHEN SHOWN ARE REFERRED TO AN ASSUMED VALUE - ELEVATIONS WHEN SHOWN ARE REFERRED TO N 0- ,.\/.0. ' 0 0 P-/u0 12. 13.4 - T= I.P a) L. }, r J m PL a 1 2.2' r r x 3.0 PROPERTY ADDRESS LEGAL DESCRIPTION LOT 11 A iJ0 THE 1.LiET I/z OF LOT 20 BLOCK I SUBDIVISION • AN AM r,t PLAT OF M IG\M, 1 S HO2F S 6EGTlON lJc ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 AT' PAGE 70 OF THE PUBLIC RECORDS OF DAD E COUNTY, FLORIDA Lv n 127 N E. 7 S12EET `0HG?ES, FL- ■•1=. qb 5T. 114 1 13 I!o 12 I Il la 10 7 2a 22 Co 23 N.E - 6 17T" ST. LOCATION SKETCH a Elfin & Am®c to , Rue. Regislered Land Surveyor, Stole of Florida 9360 S.W. 72nd STREET, Suite 265 Miami, Florida 33173 (305) 598 -8383 FAX: 598 -0023 2 3 4 J Q 1) 2 SCALE: i•• = 200 REVISION' REVISION CLIrh'f• ORDER NO THE NADCNAL FLOOD INSURANCE RITE MAP DATED �3 -0214 cl g- PUBLISHED BY THE FEDERAL EMERGENCY M:.NAGEMLVT AGENCY DELINEATES THE HEREIN DESCRIBED LAND TO BE STTUAT "c0 WITHIN ZONE X COMMUNITY NO 1 cUFF .. WE HEREBY CERTIFY: Thal the cttcched BOUNDARY SURVEY al the above described property is true and correct to the ur Vno.edge and belief os recently surveyed under cur Erection- also thet there ere no above ground e oehments Unless sho.n. end meets the mnimm u lchnk.s1 s• nderds sat forth by the 11ORIDA BOARD G: 1.L•0 SURVEYORS. Pursuant to Section • 072.027 FLA. STctu:es end Chapter 2111 -Hb of /tondo Ad'nirislrative Code. E.errsinotion cI the ebslract of title .ilt hove to De.. mode to determine recorded in . ents. if any offec!ing the property. location end ide.nt.rcction of utilities end /ar oyjefent to the property .ere not secured as such i nformation .es not requested. O.nership rs subject to opinion of tine. _ CERTIFIED TO: DATE- JUAN J. BON PROrESSIONAL_ W ; i rA ✓' ,{ 1/ JRV Dk Net FICh STATE OF FLO ;DA • at?-y 20 0 g4-120 DESCRIPTION ' PART # SLAT RON -3 #1116 1 1:f" i . a 0311 IN' 4/F i =XTFL;CE3 ALUM:NUm SLAT RCN3SLT0 TRACK RON -73 , #1070 1x2x1/8" TUBE • 1 i i 1 ; , 1 i I I 1 #1022 2x3x1/8" TUBE ' #1024 2x4x1/8" TUBE - f 2x5x1/8" TUBE . #1025 1xlx1/16" ANGLE , #1031 I; 1 1 #1029 2x2x1/8" ANGLE - #1051 2x3x1/8" ANGLE , #5012 t i 1 f ' • #5013 2x5x1/8" ANGLE . #5014 1 I 1 , , 1 4 ; /1 1 #1047 RON -57 STORM BAR - #1043 RON -56 STORM BAR - i I. I, I #1046 1 1 r J I { '( 1 1 1 1 1 1 ; l ;{ 1 1 f i ;/1 5 NS 1; l ; j J TI SSA 1 I - I 1 1 al i , _01 l0 1 1 1 , 1 it um ralfflams SPAN •I�••••• •N•II••••IIIMM•��IMI•MIIM MI 1 I rAMMIUMEIRUMNIIIIMINERIMAMMIIIIIMI ....511111111 u �� •30 1111 40 11111111111•11=2111111•1111111=11111111=1111111MCMis MI DESCRIPTION ' PART # SLAT RON -3 #1116 TRACK RON -72 , #1071 TRACK RON -73 , #1070 1x2x1/8" TUBE • #1019 2x2x1/8" TUBE - #1022 2x3x1/8" TUBE ' #1024 2x4x1/8" TUBE - #1023 2x5x1/8" TUBE . #1025 1xlx1/16" ANGLE , #1031 1x2x1/8" ANGLE - #1029 2x2x1/8" ANGLE - #1051 2x3x1/8" ANGLE , #5012 2x4x1/8" ANGLE , #5013 2x5x1/8" ANGLE . #5014 lxl- 3/4X1/8" CHANNEL RON -24 STORM BAR _ #1047 RON -57 STORM BAR - #1043 RON -56 STORM BAR - #1044 RON -23 ALUM INSERT #1046 BOX DIMENSIONS INDEX OF DRA'NING - SHEET NO. DESCRIPTION 1 g EXTRUSION DETAILS, NOTES, SLAT GRAPHS 2 SINGLE SPAN DETAILS 3 ANCHOR GRAPHS 4 MULTIPLE SPAN INSTALLATION DETAILS 5 11" HEADER /MULLION CONNECTION DETAILS 6 - STORM BAR ANCHOR DETAILS 7 181" MULLION & BOX ANCHOR DETAILS 8 THRU 13 POST (MULLION) LOADING CHARTS 14 & 15 TOP SUPPORT(HEADER) LOADING CHARTS 16 THRU 20 STORM BAR LOADING CHARTS 21 CALC. SHEET FOR OVERALL DEFLECTION BOX DIMENSIONS SHUTTER HT. HOOD HT. 64" -1 g X 115" 9 - 10" 135" - 11" E I . a a3:1 IN /Fi mma,. • 2853 IN -LB/FT RON -3Stt 150" - 12" . 181" - 13" • 216" 14' - 1 m 1 E I . a a3:1 IN /Fi mma,. • 2853 IN -LB/FT RON -3Stt , . 0 � L ' I 1 1 1 = ��$� MEMO 5 NS TI SSA S - I fi al _01 l0 it um ralfflams SPAN MI 1 I ....511111111 u �� •30 1111 40 "111 0 60 70 i 80 SHUTTER 90 WIDTH 100 1.0 - INCHES 120 130 i 140 150 160 USE SLAT PERFORMANCE CHART TO VERIFY SLAT CAPACITY FOR THE REQUIRED DESIGN LOAD FOR THE PARTICULAR LOCATION. ' 562 .100 TYP. 1 -- I -- .090 1 1 � 2.000 2.000 2.172 --1 - RON -3 SLAT ,s I 1.074 2.812 TRACK RON -72 .050 TYP 2.000 �--- 2.000 =� '1 , 1.000 .125 J �- — 1.750 / FLOOR SHOE -- .125 .500 5.000 6.000 RON -23 INSERT 3.750 RON -56 STORM BAR 1 .000 ALUMINUM TUBES • 1.734 .875 -- .063 ' 1.000 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" - ALUMINUM ANGLES • .125 ' .75e ►-.078 TYP 1-5/8" X 5 -5/8" • 1 -5/8" X 3 -5/8" - STIFFENER ' 12 GA. GALV. STEEL CHANNEL INSERT , 250 ty 1 x 1 x 1/16" ALUMINUM ANGLE ' 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 6 X 1 /8" - 125 TYP 2.017 .899 125 l!- RON -24 STORM BAR .062 TYP TYP .250 RON -57 STORM BAR RON -3 SLAT • FOR 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 PERFORMANCE CHART' TYPICAL ELEVATION - ANCHORS: EMBEDMENT & EDGE DISTANCES SHOWN ARE BEYOND THE WALL & FLOOR COVERING (STUCCO, TILES. ETC.) - • n (V GO 30 40 50 60 70 80 90 100 110 120 130 140 150 160 SHUTTER WIDTH - INCHES - GENERAL NOTES THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ' ZONE OF THE 2001 F •- ,;_,_._ -r -- 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 5063 -T5,' 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: FCR 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 337 INCREASE IN• ALLOWABLE STRESS WAS USED IN DESIGN OF - ANCHOR SPACING. - II. THE ROLL -UP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE ' CERTIFIED BY AN INDEPENDENT TESTING AGENCY. , SLAT,DEFLECTION AT 10 PSE LOAD - DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7 -98. PRODUCT MARKING A LABEL SHALL BE AFFIXED ON UNIT AT RIGHT BOTTOM OF BOX WITH THE FOLLOWING STATEMENT: # 1 1 16 EXTRUDED q NUM ROLLING SHUTTER "DADE COUN Y PR 4p NTROL APPROVED" MAN TuRE >D j,Y fop' LADEN. INC. \� Engr: DR. H ►•• • =sT STR. FLA. PE' �t£,5 C .A.N -340 • ( ) 01 O O = rn . -o O3 a> !LT: If p a� c V) C 0T) — O — O O O 1+) O pr c 0 1 0 cn 0 U a� a.) 0 m N r- z .1 U 0 0 0 0 0 0 0 tri u, r- Q 0 0 0 ( r N . 7:,--i.,---s a I 1 C 1 P � .J\--, , i drewing no. 95 -12 l snee j r 1 of 2 & PRODUCT TESTING REV. PER ecc MINIMUM SEPARATION QD. FROM GLASS FOR INSTALLATIONS " 0 FT. OF G DUE TO LOAD • FOR INSTALLATIONS -, UPTO 30 FT. OF GRADE DUE TO LARGE MISSILE IMPACT , SHUTTER WIDTH UPTO SEPARATION OVERALL DEFLECTION + 1" 56" , 3- 11/32" 69" . 2 4" 90" / 4 -1/4" FOR OVERALL DEFLECTION CALCULATION REFER TO SHEET 21 OF 21. NoiE: NO PART OF SHUTTER SHALL BE UNDER 30' ABOVE GRADE TO WAIVE LARGE MISSILE IMPACT REOUIREMENT. , - ANCHOR TYPE CHART TO USE CONC. BLOCK WOOD A 4 1 - B 2 - - C 2 1 - D 4 - - E - - 3 F - 1 - ) (`8x1" TEKS & WASHER 0 18" 0.C. / ALTERNATE SILL I NO BOTTOM TRACK 1x1x1/16" ANGLE CONTINUOUS RON -72 BOTTOM TRACK OPTIONAL 1x2x1/8" TUBE , f ® TOP 11" LONG SEE ELEVATION SEE SOH. FOR / MIN. READ. H-1/2' SEPARATION (TYP) r — II II I ; - - i I I 11 II / RON -72 TRACK 11 11 CONTINUOUS / / �I I1 R ON -3 SLATS II 1j (2) #14x3/4" SMS - I ; it II ir - 1 1 II 1/8" STAINLESS STEEL BRACKET W/ ADJ. PLATE / 11 II II II II II II 1.,_ 1.,_ REEL � / RON -72 TRACK / GLASS RON -72 BOTTOM TRACK 1 16' 0.C. TYP. OPTIONAL ELEVATION " SINGLE SPAN TRACK ON WALL 1/4x1 -1/2" PIN GRIPS ® 16" O.C. , Ed / / //// — 11 1 11 1x2x1 /8" TUBE / 11" LONG CO F 1 -1/4' MIN. SLAT ENGAGEMENT INSIDE TRACKS = 1 -1/2" TYP. #8x1" TEKS & WASHER @ 18" C.C. NCHOR CHART TO USE #14x3/4" SMS © 12" 0.C. TYP CONC. BLOCK WOOD 2 2 x5x1�'" ANGLE 2x1 ' 1 1 I 2.4x1/8" I I I TINUOUS '1 I 1 II I I II II II I I II IF 2x2x1/4" CLIP ANGLE 2" LONG xl/ 11 11 BRACKET 1 I Ed = TYPICAL EDGE DISTANCE ' CONC. & BLOCK = 12d (12 ANCHOR DIAMETERS) WOOD = 5d / FOR LESSER EDGE DISTANCES SEE SHEET 3 OF 21. J J lx1x1/16" ANGLE ` RON -3 SLAT RON -73 TRACK 1x1x1/16" ANGLE 2x2x1/4" CLIP ANGLE 2" LONG #14x3/4" SMS ® 12" 0.C. © 12" O.C. UPTO 100 PSF m 6" 0.C. UPTO 220 PSF / 1/4x1 -1/2" NAIL PINS - 0 8" 0.C. 2x5x1/8" BOTTOM ANGLE i RON-73 TRACK 2x2x1/8" TUBE ® TOP 11" LONG ■ (2) #14x3/4" SMS SINGLE SPAN WITH BUILT OUT ✓ ANGLE • 2x4x1/8" / CLOSURE ANGLE 2 x 2 x 1 CLIP ANGL W/ #14x3/4" SMS i REEL 1 2x2x1/4" CLIP ANGLE 2" LONG 2 PER CENTER TUBE MULLION 1 PER JAMB MULLION (2) 1/4" DIA TAPCONS 1 -1/4" EMBED - / / /// I I # 8x1 / 2" SMS 0 12" O.C. / REEL 2x5x1/8" .ANGLE Q IMPACT SIDE --"°' #8x1" TEKS & WASHER 18" 0.0. BRACKETS CAN BE MOUNTED TO ALLOW SHUTTER TO ROLL INSIDE CF OPENING OR OUTSIDE. ' 2x2x1/8" TUBE 2x3x1/8" 2x4x1/8" 2x6x1/8" RON-3 SLAT 1xix1/16" ANGLE RON -73 TRACK CONT. TUBE MULLION SEE GRAPH 1 1 -1/2' MIN 1 TYP. (2) #14x3/4" SMS 7 REEL II BRACKET lt.. 11 SINGLE SPAN SPLIT SHUTTER W/ MULLION Engr DR. HUMAYOUN FAROCO STRUCTURES FL A. PE # 16557 C.A.N. 3538 I' MULLION SEE GRAPH (3) 1/4x2 -3/8" TAPCONS INTO CONC.' (4) # 14x1 - 1/2" SMS INTO WOOD FLOOR SHOE - ,- z O if 1 (1) 0 a) l C 0 U N N T = w U U � z O = U <$ "1 < 0 0 n U 0 3 P f drowing no. 95 -12 sheet 2 of 21 FASTENER SPACING IN MASONRY / CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. - FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 12d= 3 "10d= 2 -1/2" 8d =2" 6d= 1 -1/2" 5d= 1 -1/4" FACTOR 1.00 • 0.86 - 0.71 - 0.57 - 0.50 - EXAMPLE: FOR 3" EDGE DIST. SPACING = 12" 0.C. (FROM CHART) - FOR 2" EDGE DIST. SPACING = 12 X .71 = 8.5 0.0. 1 l MR MI J ANCHOR CHART 1 RLvRSItAl N 1 El ME L eK & • I hilill e4 IIIIIIEI G" MM. CD 11111111 m r - m 111111 le MEN si NI r - 1 \ E \ s r^'T / s s J� S ANIHOR SPACIN IL. immi . IL EN u) CS) III WWII CD CI NI 3' r IIMIIII a LIMN 9 E4111011111M11 11■1111111111 11..." m1 IN WM= s s m= . nom= mu 0 . 11111111111_'_ _ CP ,.. _� _ m ■ m lib lim 0/ a 11111=111 . m lin c-- ill 6 • A HO" SP6CINC;\ WM EMI" Cs MOM IMIll M hil■.. 016111111 m... SI ISM IN KM cs t i l MR MI J ANCHOR CHART Z I RLDR$MAz (NI El ME L eK & • I hilill e4 IIIIIIEI MM. CD 11111111 m r - 111111 le MEN si NI - E \ s r^'T / s J� S ANIHOR SPACIN IL. immi . IL EN u) M. III WWII CD CI NI IIMIIII a LIMN E4111011111M11 11■1111111111 11..." m1 IN WM= s s NI . nom= mu 0 . 11111111111_'_ _ WI ,.. _� _ m ■ • N A 140" SPACI lib lim 0/ a 11111=111 . m lin WM EMI" Cs MOM IMIll 016111111 m... SI ISM IN M 11111111.1 MR MI ANCHOR CHAR- 3 R LORSrtA N 111 \®- El ME L eK I hilill e4 IIIIIIEI MM. CD 11111111 III 111111 le MEN si NI E s r^'T / J� S ANIHOR SPACIN IL. immi . IL EN M. III WWII NI IIMIIII a LIMN E4111011111M11 11■1111111111 11..." El : IN WM= s s NI . nom= mu 0 . 11111111111_'_ _ WI ,.. _� _ imm.■ ■- P-. 11111111.1 MR MI ANCHOR CHART 4 R LowsmA3 111 \®- El ME hilill IIIIIIEI MM. 11111111 III 111111 le MEN si NI E r^'T immi EN M. III WWII NI IIMIIII a LIMN E4111011111M11 El : s s NI . . . . .'m .rm mu WI ,.. imm.■ ■- am. '■1111` . ` 0 MIRO ISM IN KM IIIMISUI oc EMI 5 �� 1 11111 ANCHOR CHART RLORsmAS TTT'TTT + + —Y P-. ANCHOR CHART 4 R LowsmA3 CU IIME hilill IIIIIIEI MM. LIMN IMilli 111111111111M111 WI imm.■ am. . MIRO ISM IN KM IIIMISUI EMI LE 10 LE - 20 - 25 TRIBUTARY WIDTH 32 - 35 - INCHES 15 20 25 30 35 . TRIBUTARY WIDTH - INCHES 40 LE 15 20 - 25 32 35 TRIBUTARY WIDTH - INCHES 40 0 L / ') Q_ ❑ a ❑ J 0 z L7 r7 111 Il_I 10 15 20 5 32 35 TRIBUTARY W ❑TH - INCHES 40 40 MAXIMUM ANCHOR SPACING IN ALL CASES SHALL NOT EXCEED 8" O.C. TYPICAL EDGE DISTANCE IN WOOD = 1-1/4" TYPICAL ANCHORS � NO REDUCTION FACTOR IS REQUIRED ANCHOR = 1/4" TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1 -1/4" EMBEDMENT TO BLOCK ANCHOR OB = ANCHOR 1n a_ 0 J z L3 r-t Ell W ANCHOR @D = ANCHOR 0 = ANCHOR 12 #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1-1/2" EMBEDMENT. - 1/4" x 1 -1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1" EMBEDMENT TO CONCRETE OR BLOCK 1/4" RAWL CALK -IN, STAR 'TAMPIN' OR EQUAL. TOTAL ANCHOR BODY INTO CONC. #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT (S.G.= 0.55) 1/4" X 1 -1/2" PIN GRIP 1/2" MIN. EMBEDMENT TO CONCRETE OR BLOCK. ' TRIBUTARY WIDTH = L5 20 - 25 . 32 - 35 TRIBUTARY WIDTH - INCHES S W 2 X ( J/ OF SPANS) Engr: CR. HUMAYOUN FAROCO STRUCTURES FLA. PE j 165.7 C.A.N. 3535 2004 U 0 H Qr' O cn N U Li.l z r') a Q > n p O p -J <a2 CC CC I c ri 0 LO tO r L U U nI MY W U ZCN4'.153 ( c 0 (n 0 L tf) 0) z 0 O - lb m �- I C c cn 0 I� o C c: o o Ln o(0 o g(01 c 0 a 0 O W ct a 0 N 0 - 0 O 0 a N 0 - o 0 Sc I1 01 33 S (n j - cc W F W U U x 30 0 0 3 Q 0 0 N L._, I7, - o a o a o ! c . P :r.: U N O 1 t, vn / =mi (drawing no.) 1 95 -12 ; sheet 3 of 21 j DESIGN LOAD 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 4 E - 6 RON 56 - ... 2X2X 1/8" 2 X 3 X 1/8" A. 0 2 - E - 6 " 2 X 4 X 1/8" A. D 2 - E - 6 ' 2 X 4 X 1/8" W/ STIFFENER A, D 3 - E - 7 '2 X 6 x 1/8" A. D 3 - E - 9 ' 2 X 6 X 1/8" /W/ STIFFENER A, D 4 - E - 11 ADDITIONAL CAPACITY OF DIRECT FASTENER STRUCTURE 1 ' FASTENER EMBED 1 P1 CONC.' 1 3 /8 "0KWIK BOLT 2 -1/2" 1720 2839 .3800 1/ 2 "OKWIK BOLT 3 -1/2" 5 /8 "0KWIK BOLT 4" 11/4" BLOCK • 13 /8" SLEEVE ANCHOR 1 -1/8" 266 5/16" SLEEVE ANCHOR 1 -1/4" 447 SLEEVE ANCHOR 1 -1/2" 626 WOOD ,1 #14 SMS 1 -1/2" 520 LOAD CAPACITY FOR FASTENER SYSTEM HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION • FASTENER A • A • E - x - CONC. BLOCK WOOD 12.75 - 560 - 185 • 470 - 10.75 - 552.1 182 • 463 - 8.75 - 540 1 79 • 453 . 6.75 ' -1 524 - 173 - 439 - MOOD HEIGHT VARIES 8" TO 14" 2x4x1/8 CLIP ANGLE 2x6x1/8" TUBE HEADER 2x3x1/8" 2x4x1/8" ` (2) #14 SMS 2x2x1/8" ANGLE 2" LONG I RON -73 TRACK 2x4x1/8" MULLION (1023) j 1X1X1 /8" ANGLE ANCHORS ' SEE SHEET 2 2x2x1/8" TUBE #8x1" TEKS & WASHER r RON -3 SLAT @ 18" O.C. RON -3 SLATS • REEL MULTIPLE SPAN SECTION - FOR MULLION ANCHOR SEE DETAIL r# 14 X 3/4" S.M.S. @ 12" O.C. UPTO 100 PSF @ 6" O.C. UPTO 220 PSF- ANCHORS 1 L A 2x5x1/8" ANGLE / NOTCH ANGLE 1 -1/2" CONTINUE MULLION ■ AS REQUIRED. 2 X 2 X 1/8" CONTINUOUS ANGLE 1/4 "x2 -3/8" TAPCON @ 9" O.C. CLIP ANGLE © MULLION • w/ #14x3/4 SMS • 2x4x1/8" ANGLE • 2x3x1/8" 2x2x1/8" • 1x2x1 /8" POST • SEE SCHEDULE SHUTTER HEIGHT , MULLION HEIGHT 2x2x1/8" CLIP ANGLE MULTIPLE SPAN PLAN ' HEADER NOT SHOWN ' 3 CONNECT HEADER TO TUBE W/ 1/2" ALUM THRU BOLT STORM BAR NO. OF FASTENERS ' IN WOOD ON EACH SIDE ' MAY BE CALCULATED AS. • # READ. = LOAD ON STORM BAR ANCHOR 273 X 2 1/4" 0 FASTENERS 1 X 2 X 1/8" , ALUM TUBE HEADER TUBE TRACK ' HEADER /STRUCTURE CONNECTION WITH TUBE EXTENSION ' TOP MULLION CONNECTION TO WALL , SEE DETAIL r - -1 - - I I • MULLICN JI 2 X 5 X 1/8" ANGLE (2) # 14 X 3/4" S.M.S. d 1 I I I I I I I I I I I I I I I I I REACTION = R = 4 XShXSWXPa 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 TRACK 1/4" TAPCONS 1 -1/TA4 CO " EMBED © 8" 0.C. 1 X 2 X 1/9" ALUM TUBE. BOTTOM MULLION CONNECTION TO BUILT -OUT Sn (R)REACTION II I I I 1 I Sw DIRECT HEADER CONNECTION TO STRUCTURE • 2 X 2 X 1/4" 1 , i 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 SHCE r L UBE SEE SCHEDULE _ y 14 S.M.S. 2/ ANGLE BUILT -OUT ANGLES 2 X 4 X 1/8" 9-1/2" LONG (2) r# 14 S.M.S. 2 X 4 X 1/8" ALUM ANGLES 9 -1/2" LONG STORM BAR BOTTOM CONNECTION VIEW "A -A" Engr: DR. HUMAYCUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 rn c rn 0 0 (n 0 a W W 2 c rn O O T.; 0) C ai c (n o1. C b < 0 o 0 Ln 0 i 0� o � b m 0 4 to n 0 4, 0 4, U 0 Oj- Go04. b / 61:0 drawing no. 95 -12, (snee: 4 of 21 DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 Sh (Swl + Sw2) Pd 4 Rc = 4 , HEADER CONNECTION TO CENTER MULLION HEADER CONNECTION TO END MULLION R e = Sh (S OR Sw2) Pd 4 Re = 4 FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL 0 Re /Rc< 3721 Ibs USE CONNECTION DETAIL ® Re /Rc< 4442 Ibs USE CONNECTION DETAIL © ALL DIMENSIONS SHOWN Sn, Sw, Sw 1 ETC. ARE IN FEET. • HEADER TUBE AS READ. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS REOD. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER i ALT. O , / MULLION TUBE AS READ. MIN 1/8" THICK m a nion r►�rrrrr�vr�r�rri�i�yaiTa rrCriri, 1 - — MULLION TUBE AS REOD. ' MIN 1/8" THICK mr I IfilrFifr rrnrrrrr rr II. • � (2) N 14 X 3/4" S.M.S. ® EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG 2 X 2 X 1/4" - ALUM ANGLE (6063 -T6) 2" LONG r ACCESS HOLE HEADER TUBE AS REOD. MIN 1/8" THICK (2) # 14 X 3/4" S.M.S. - ® EACH LEG / HEADER TUBE ' AS RECD. MIN 1/8" THICK J 11 ALT. ® , (2) # 14 X 3/4" S.M.S.-, TUBE O EACH LEG/ AS MULLION RECD. MIN 1/8" THICK ' r 2 x 2 X 1 /a "-7 / ALUM ANGLE / 2" L CNG/ / (5063 -T6) J - L _ 1/2" 0 ALUM BOLT I w/ NUT & LCCK WASHER HEADER /MULLION CONNECTION DETAILS MULLION TUBE AS REOD. - MIN 1/8" THICK ACCESS HOLE I HEADER TUBE AS REOD. MIN 1/8" THICK r I HEADER TUBE ' AS READ MIN 1/8" THICK Engr OR. HUMAvOUN FAROOC STRUCTURES FLA. PE # 16557 C.A.N. 3538 mim 2 (2) # 14 X 3/4" S.M.S. O EACH LEG / 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) . 2" LONG _ 1/2" 0 ALUM BOLT W/ NUT & , 1 LOCK WASHER 7 ALT. MULLION TUBE • AS REOD. MIN 1/8" THICK - 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER / MULLION TUBE AS REOD. MIN 1/8" THICK - 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE sti • c D x • 9 v J,�l dr o w ing no 95 -12� (sheet 5 of 21 0 z 0 O N D Q) 0 r <n O • 0 1) 0 D 0 0 rn 0 0 t') ›. m I c ai c c o - 0 < -. o o ,n o Tl) o CC 2 �. 0 U 0 O I Sh REACTION (Re) r J REACTION (Rc) . \ END MULLION • HEADER ' - CENTER MULLION • ' Swl Sw2 - DESIGN LOAD = Pd = PSF Sh Sw1 Sw2 Sh (Swl + Sw2) Pd 4 Rc = 4 , HEADER CONNECTION TO CENTER MULLION HEADER CONNECTION TO END MULLION R e = Sh (S OR Sw2) Pd 4 Re = 4 FOR Re /Rc< 3000 Ibs USE CONNECTION DETAIL 0 Re /Rc< 3721 Ibs USE CONNECTION DETAIL ® Re /Rc< 4442 Ibs USE CONNECTION DETAIL © ALL DIMENSIONS SHOWN Sn, Sw, Sw 1 ETC. ARE IN FEET. • HEADER TUBE AS READ. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER HEADER TUBE AS REOD. MIN 1/8" THICK 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER i ALT. O , / MULLION TUBE AS READ. MIN 1/8" THICK m a nion r►�rrrrr�vr�r�rri�i�yaiTa rrCriri, 1 - — MULLION TUBE AS REOD. ' MIN 1/8" THICK mr I IfilrFifr rrnrrrrr rr II. • � (2) N 14 X 3/4" S.M.S. ® EACH LEG 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) 2" LONG 2 X 2 X 1/4" - ALUM ANGLE (6063 -T6) 2" LONG r ACCESS HOLE HEADER TUBE AS REOD. MIN 1/8" THICK (2) # 14 X 3/4" S.M.S. - ® EACH LEG / HEADER TUBE ' AS RECD. MIN 1/8" THICK J 11 ALT. ® , (2) # 14 X 3/4" S.M.S.-, TUBE O EACH LEG/ AS MULLION RECD. MIN 1/8" THICK ' r 2 x 2 X 1 /a "-7 / ALUM ANGLE / 2" L CNG/ / (5063 -T6) J - L _ 1/2" 0 ALUM BOLT I w/ NUT & LCCK WASHER HEADER /MULLION CONNECTION DETAILS MULLION TUBE AS REOD. - MIN 1/8" THICK ACCESS HOLE I HEADER TUBE AS REOD. MIN 1/8" THICK r I HEADER TUBE ' AS READ MIN 1/8" THICK Engr OR. HUMAvOUN FAROOC STRUCTURES FLA. PE # 16557 C.A.N. 3538 mim 2 (2) # 14 X 3/4" S.M.S. O EACH LEG / 2 X 2 X 1/4" ALUM ANGLE (6063 -T6) . 2" LONG _ 1/2" 0 ALUM BOLT W/ NUT & , 1 LOCK WASHER 7 ALT. MULLION TUBE • AS REOD. MIN 1/8" THICK - 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER / MULLION TUBE AS REOD. MIN 1/8" THICK - 1/2" 0 ALUM BOLT W/ NUT & LOCK WASHER ACCESS HOLE sti • c D x • 9 v J,�l dr o w ing no 95 -12� (sheet 5 of 21 0 z 0 O N D Q) 0 r <n O • 0 1) 0 D 0 0 rn 0 0 t') ›. m I c ai c c o - 0 < -. o o ,n o Tl) o CC 2 �. 0 U 0 O STORM BAR WALL ANCHOR CAPACITY (Lbs) " ANGLE LENGTH (IN.) I/ ANCHORS /SIDE ANCHOR TYPE BASE MATERIAL 'ALUM ANGLE 2 X 2 X 1/4" ALUM ANGLE 2 X 2 X 1/8" 2 1 D CONC. 876 , 347 ' E WOOD 650 . 347 . F • BLOCK • 271 . 271 - 3 2 - 0 CONC. 1227 - 520 - E WOOD 1300 . 520 F . BLOCK • 380 • 380 - 4 2 , D CONC. 1753 - 693 - E WOOD 1300 . 693 F / BLOCK. 543 ' 543 - 5 , 3 D CONC. 1972 • 866 ' E WOOD 1960. 866 - F , BLOCK' 610 . 610 ' CLIP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE STORM BAR SIZE ' j/ 14 S.M.S. • RON - 24 RON- 24&23 RON -57 / RON -56 2 ' 2 X 2 X 1/8" 2 X 3 X 1/8" 2 X 4 X 1/8" 2 X 6 X 1/8" 2 X 6 X 1/8", w/ STIFFENER 1 3 , Sw HEADER BUILT -OUT ANGLES 2 X 4 X 1/8" �� 9 -1/2" LONG ALL DIMENSIONS SHOWN Sh. Sw, Sh ETC. ARE IN FEET..-' STORM BAR // 14 S.M.S. 2 • ( /j OF SPANS) Sw • Sb X Pd X FACTOR LOAD ON STORM BAR ANCHOR = P — 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 v TRACK 2 X 2 X 1/4" CLIP ANGLE ® EACH SIDE • W/ y 14 S.M.S. OUTSIDE STORM BAR ' BUILT -OUT ANCHOR DETAIL 7 CONT. ALUM ANGLE @ WALL ALT. HEADER TUBE BETWEEN MULLIONS SEE DETAIL / STORM BAR SEE SCHEDULE 3/16" POP RIVETS i 2 X 5 X 1/8" CONT. ALUM ANGLE 6063 -T6 TRACK ■ v 1 X 1 X 1/8" ALUM ANGLE CONTINUOUS 1 / 1 + 1 1 I_ I -- a SEE SCHEDULE i # 14 X 3/4" S.M.S. CHANNEL OR -' 1x2x1 /8" ANGLE SEE SCHEDULE (2) 1/4" THRU BOLT W/ LO NUT (2) # 14 X 3/4" S.M.S. EACH SIDE INSIDE STORM BAR TO WALL ' ANCHOR DETAIL SEE MULLION ANCHOR DETAIL -' hEADER TRACK CHANNEL OR lx2x1/8" ANGLE 7004 INSIDE / OUTSIDE STORM BAR MULLION TO FLOOR ANCHOR DETAIL Engr: DR. HUMAYOUN FAROCO STRUCT'CRES FLA. PE i; 15:57 C.A.N. .3538 2 X 2 X 1/3" CLIP ANGLE TO CEILING EACH SIDE 2 X 2 X 1/3" X 2" ALUM CLIP ANGLE W/ (4) 9 14 S.M.S. TOP & BOTTOM MULLION (CONTINUOUS) (2) 1/4" THRU BOLT i W/ LO NUT (2) f/ 14 X 3/4" S.M.S. EACH SIDE SEE MULLION ANCHOR DETAIL 0 0 L (n 0 c c 0 0 ( rn 0 O Da > u� � I c nib c cn 0 r\ c - 0 <0 0 O O in = 0 = O oLl) O C' Li") > W o cc N o Q = i U 01 0) 0 0 0 O -0 a) 0 -0 0 0 O 0 0 ( C , c • _ i . • .. •.•i Ei �! °v LJ 0 37 0 04 _D2c-- drawing no. 95 - 12 (sheet 6 of 21 MULLION CONNECTION TO FLOOR & CEILING NO. OF FASTENERS REOD. 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 - 1- WOOD I- - e , 3- - 2 - - C .- 2 , - I - E - - 3. - 2 - 2 x 4 X 1/8" / A . 2- - 2- - B . 6 . - 4 - - C - 3 - 2. - E / - 6. - 4 , 2 X 4 x 1/8" W/ STIFFENER 1/2" 0 KWIK BOLT • 1- - 1. - 2 X 6 X 1/8 "' 1 / 2 0 KWIK BOLT 2 ' 1 / W/ STIFFENER F • BLOCK• 1356 ' 0 . CONC. 5258 - E / WOOD 3900 " CLIP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MULLION SIZE I X 2 X 1/8" 12 X 3 X 1/8" 2 X 4 X 1/8" • 3 2 X 4 X 1/8 " W/ STIFFENER 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER # 14 S.M.S ' 2 i 4 • 5 ' 6 i P P MULLION TUBE AS REOD. MIN 1/8" THICK TOTAL LOAD ON MULLION = Sh X Sw 4 Sh X Sw 2 Pd = Pd = v LOAD AT ANCHOR " AT TOP = Pt = AT BOTTOM = Pb = WALL CONNECTION P * Sb Sh Lbs (END MULLION) Lbs (CENTER MULLION) P - Pt. = Lbs Lbs ANGLE LENGTH (IN.) 2 X 2 X 1/4" 6.25 8.75 , 11.25 13.75 MULLION WALL ANCHOR CAPACITY (Lbs) 11 ANCHORS /SIDE 3 4 5 6 ANCHOR D E • F D • D . E F BASE MATERIAL CONC. • WOOD' BLOCK CONC., WOOD. BLOCK CONC.' WOOD" BLOCK CAPACITY OF CONNECTION 2629 1950 - 814 3505 . 2600 ' 1085 • 4381 3250 • 1628 SAME AS ABOVE IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. ' ANCHOR DESCRIPTION ' ANCHOR ®= 1/4" TAPCON 1-3/4" EMBEDMENT TO CONCRETE / 1 -1/4" EMBEDMENT TO BLOCK ANCHOR O = #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2" EMBEDMENT ANCHOR ©= 1/4" x 1-1/4" HILTI METAL HIT ANCHORS / 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ® = 1/4" RAWL CALK -IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT ✓ ANCHOR O = 1/4" X 1-1/2" PIN GRIP 1/2" MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) - / SEE SCH MULLION AS REOD. MIN 1/8" THICK J SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. SEE TAaLE- BELOW 4 \i/ \ ;/ 1 4 1 EDUL: — TUBE 4 SLAB CONNECTION Engr' OR. HUMAYOIIN FARO0Q STRL'C.TLRES FLA.. PE # 16557 C.A.N. 3538 014 a7 O z 1n z W 0 g O 0 O o pr rl O • U1 v U w n z '') o -J' .03 cc I+Y W V) W I _ z u.1 N 0 0 L 1n 0 C 0 0 0 v W 01 0 0 rn rn > Lr) °° c rn 0 N c 0 O Oif) o � 0 O � cc a r a 0 0 rn 0 0 0 0 0 0 a 0 0 0 7, 0 0 7' 0 11() D L ✓ o• O ; 0 9 drawing no. 95-12 (sheet 7 of 21 j Sh - END MULLION / I I Sb 1 t ■ CENTER MULLION / I Sw Sw CLIP ANGLE CONNECTION NUMBER OF FASTENERS /SIDE MULLION SIZE I X 2 X 1/8" 12 X 3 X 1/8" 2 X 4 X 1/8" • 3 2 X 4 X 1/8 " W/ STIFFENER 2 X 6 X 1/8" 2 X 6 X 1/8" W/ STIFFENER # 14 S.M.S ' 2 i 4 • 5 ' 6 i P P MULLION TUBE AS REOD. MIN 1/8" THICK TOTAL LOAD ON MULLION = Sh X Sw 4 Sh X Sw 2 Pd = Pd = v LOAD AT ANCHOR " AT TOP = Pt = AT BOTTOM = Pb = WALL CONNECTION P * Sb Sh Lbs (END MULLION) Lbs (CENTER MULLION) P - Pt. = Lbs Lbs ANGLE LENGTH (IN.) 2 X 2 X 1/4" 6.25 8.75 , 11.25 13.75 MULLION WALL ANCHOR CAPACITY (Lbs) 11 ANCHORS /SIDE 3 4 5 6 ANCHOR D E • F D • D . E F BASE MATERIAL CONC. • WOOD' BLOCK CONC., WOOD. BLOCK CONC.' WOOD" BLOCK CAPACITY OF CONNECTION 2629 1950 - 814 3505 . 2600 ' 1085 • 4381 3250 • 1628 SAME AS ABOVE IF Pt OR Pb > ANCHOR CAPACITY OF FASTENER SHOWN ANCHORAGE SYSTEM SHALL BE DESIGNED ON JOB TO JOB BASIS. ' ANCHOR DESCRIPTION ' ANCHOR ®= 1/4" TAPCON 1-3/4" EMBEDMENT TO CONCRETE / 1 -1/4" EMBEDMENT TO BLOCK ANCHOR O = #14 S.M.S. W/ RAWL SCRU -LEAD INTO CONCRETE 1 -1/2" EMBEDMENT ANCHOR ©= 1/4" x 1-1/4" HILTI METAL HIT ANCHORS / 1" EMBEDMENT TO CONCRETE OR BLOCK ANCHOR ® = 1/4" RAWL CALK -IN, TOTAL ANCHOR BODY INTO CONC. ANCHOR ©= #14 S.M.S. INTO WOOD, 1 -1/2" MIN. EMBEDMENT ✓ ANCHOR O = 1/4" X 1-1/2" PIN GRIP 1/2" MIN. EMBEDMENT TO CONCRETE OR BLOCK NOTE: ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES, ETC.) - / SEE SCH MULLION AS REOD. MIN 1/8" THICK J SEE TABLE BELOW ALL DIMENSIONS SHOWN Sh, Sw, Sb ETC. ARE IN FEET. SEE TAaLE- BELOW 4 \i/ \ ;/ 1 4 1 EDUL: — TUBE 4 SLAB CONNECTION Engr' OR. HUMAYOIIN FARO0Q STRL'C.TLRES FLA.. PE # 16557 C.A.N. 3538 014 a7 O z 1n z W 0 g O 0 O o pr rl O • U1 v U w n z '') o -J' .03 cc I+Y W V) W I _ z u.1 N 0 0 L 1n 0 C 0 0 0 v W 01 0 0 rn rn > Lr) °° c rn 0 N c 0 O Oif) o � 0 O � cc a r a 0 0 rn 0 0 0 0 0 0 a 0 0 0 7, 0 0 7' 0 11() D L ✓ o• O ; 0 9 drawing no. 95-12 (sheet 7 of 21 j ru 0- LJ U7 V) W m CC co a Ly si) ru m ru Q x 2 POST - SINGLE SPANS 3f1 41?f 50 ' 60 Tel • 8ei MODULE WIDTH - IN. - SINGLE SPANS POST i MODULE WIDTH MODULE WIDTH SINGLE SPANS - 2 x 2 END POST - SINGLE SPANS RP2X2E01 MAX. OEFL. SPAN /189 1 aid MODULE WIDTH - IN END POST L 60 50 - SINGLE SPANS , / / 1i.. U? o' co LJ u� W m CL 01.1) t) U � D ra U W W 0 z 0 1UJ O m ru co m X 2 POST'- TWO SPANS bef 70 130 90 108 110 120 130 ' MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH 70 Et 90 1 MODULE WIOTH - IN. MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS - RP2X2E02 MAX. DEFL. SPAN /189 1 1 k rplawarnia.■ sumaisumi 110 128 1.30 - TWO SPANS —4 STORM BARS LJ CL cn m CL z,c% CD �. U m ru x 2 POST - THREE SPANS • Rr2x2Cf3 5 MAX. OEFL. SPAN /189 UTTEP hT 100 MODULE lief 120 138 WIDTH - IN. - J MODULE WIDTH MODULE WIDTH IN J1 POST --r 140 THREE l 152.1 160 SPANS / STORM BARS THREE SPANS ' 2 x 2 END POST - THREE SPANS - THREE SPANS . MODULE WIDTH el f i END POST Engr: CR. HUMAYOUN rAR000 STRUCT :'R FLA. r E # 16557 C A.N. 353o /UI < 0 W C V 2 C eTh O 0 • 07 > _ ED E I c aiN c U) 0 c � Q 0 •- o c in orn c U) _ 0 U cp O 0 U 00 �Ji n 0 a 0 a I _ ■ 2 oi o 1 -. Z c a o . 6. n a I v o ) drawing no.1 95 -12 j sheet 8 of 2 1 A 1�,�. / RP2X2CEI / MAX. OEFL. SPAN /1B0 RP2X2E03 OEFL. SPAN /1B0 IL. T ikii. MAX. 1.. ll."! ■_ i Mil I impopoh... IIu.igpI .`9111111ER T . bream 'MI 11E2" MINE 1111■ 111111.1111M `,N � • Hill � ��M ru 0- LJ U7 V) W m CC co a Ly si) ru m ru Q x 2 POST - SINGLE SPANS 3f1 41?f 50 ' 60 Tel • 8ei MODULE WIDTH - IN. - SINGLE SPANS POST i MODULE WIDTH MODULE WIDTH SINGLE SPANS - 2 x 2 END POST - SINGLE SPANS RP2X2E01 MAX. OEFL. SPAN /189 1 aid MODULE WIDTH - IN END POST L 60 50 - SINGLE SPANS , / / 1i.. U? o' co LJ u� W m CL 01.1) t) U � D ra U W W 0 z 0 1UJ O m ru co m X 2 POST'- TWO SPANS bef 70 130 90 108 110 120 130 ' MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH 70 Et 90 1 MODULE WIOTH - IN. MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS - RP2X2E02 MAX. DEFL. SPAN /189 1 1 k rplawarnia.■ sumaisumi 110 128 1.30 - TWO SPANS —4 STORM BARS LJ CL cn m CL z,c% CD �. U m ru x 2 POST - THREE SPANS • Rr2x2Cf3 5 MAX. OEFL. SPAN /189 UTTEP hT 100 MODULE lief 120 138 WIDTH - IN. - J MODULE WIDTH MODULE WIDTH IN J1 POST --r 140 THREE l 152.1 160 SPANS / STORM BARS THREE SPANS ' 2 x 2 END POST - THREE SPANS - THREE SPANS . MODULE WIDTH el f i END POST Engr: CR. HUMAYOUN rAR000 STRUCT :'R FLA. r E # 16557 C A.N. 353o /UI < 0 W C V 2 C eTh O 0 • 07 > _ ED E I c aiN c U) 0 c � Q 0 •- o c in orn c U) _ 0 U cp O 0 U 00 �Ji n 0 a 0 a I _ ■ 2 oi o 1 -. Z c a o . 6. n a I v o ) drawing no.1 95 -12 j sheet 8 of 2 1 A 1�,�. RP2X2E03 OEFL. SPAN /1B0 ikii. MAX. 1.. i Mil I impopoh... IIu.igpI ME Iii..-._ bream 'MI 11E2" R'2X2CE2 MAX, DEFL. SPAN /189 SF -UTrE• Hill ru 0- LJ U7 V) W m CC co a Ly si) ru m ru Q x 2 POST - SINGLE SPANS 3f1 41?f 50 ' 60 Tel • 8ei MODULE WIDTH - IN. - SINGLE SPANS POST i MODULE WIDTH MODULE WIDTH SINGLE SPANS - 2 x 2 END POST - SINGLE SPANS RP2X2E01 MAX. OEFL. SPAN /189 1 aid MODULE WIDTH - IN END POST L 60 50 - SINGLE SPANS , / / 1i.. U? o' co LJ u� W m CL 01.1) t) U � D ra U W W 0 z 0 1UJ O m ru co m X 2 POST'- TWO SPANS bef 70 130 90 108 110 120 130 ' MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH 70 Et 90 1 MODULE WIOTH - IN. MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS - RP2X2E02 MAX. DEFL. SPAN /189 1 1 k rplawarnia.■ sumaisumi 110 128 1.30 - TWO SPANS —4 STORM BARS LJ CL cn m CL z,c% CD �. U m ru x 2 POST - THREE SPANS • Rr2x2Cf3 5 MAX. OEFL. SPAN /189 UTTEP hT 100 MODULE lief 120 138 WIDTH - IN. - J MODULE WIDTH MODULE WIDTH IN J1 POST --r 140 THREE l 152.1 160 SPANS / STORM BARS THREE SPANS ' 2 x 2 END POST - THREE SPANS - THREE SPANS . MODULE WIDTH el f i END POST Engr: CR. HUMAYOUN rAR000 STRUCT :'R FLA. r E # 16557 C A.N. 353o /UI < 0 W C V 2 C eTh O 0 • 07 > _ ED E I c aiN c U) 0 c � Q 0 •- o c in orn c U) _ 0 U cp O 0 U 00 �Ji n 0 a 0 a I _ ■ 2 oi o 1 -. Z c a o . 6. n a I v o ) drawing no.1 95 -12 j sheet 8 of 2 1 A 1�,�. RP2X2E03 OEFL. SPAN /1B0 MAX. I 1161 11E2" SF -UTrE• Hill ! - 1 U U_ __ ir I IL � EMI MENA MEI WNW III Imo -.■ -'�4 90 100 110 120 138 140 158 16 ru 0- LJ U7 V) W m CC co a Ly si) ru m ru Q x 2 POST - SINGLE SPANS 3f1 41?f 50 ' 60 Tel • 8ei MODULE WIDTH - IN. - SINGLE SPANS POST i MODULE WIDTH MODULE WIDTH SINGLE SPANS - 2 x 2 END POST - SINGLE SPANS RP2X2E01 MAX. OEFL. SPAN /189 1 aid MODULE WIDTH - IN END POST L 60 50 - SINGLE SPANS , / / 1i.. U? o' co LJ u� W m CL 01.1) t) U � D ra U W W 0 z 0 1UJ O m ru co m X 2 POST'- TWO SPANS bef 70 130 90 108 110 120 130 ' MODULE WIDTH - IN. - TWO SPANS MODULE WIDTH 70 Et 90 1 MODULE WIOTH - IN. MODULE WIDTH TWO SPANS 2 x 2 END POST - TWO SPANS - RP2X2E02 MAX. DEFL. SPAN /189 1 1 k rplawarnia.■ sumaisumi 110 128 1.30 - TWO SPANS —4 STORM BARS LJ CL cn m CL z,c% CD �. U m ru x 2 POST - THREE SPANS • Rr2x2Cf3 5 MAX. OEFL. SPAN /189 UTTEP hT 100 MODULE lief 120 138 WIDTH - IN. - J MODULE WIDTH MODULE WIDTH IN J1 POST --r 140 THREE l 152.1 160 SPANS / STORM BARS THREE SPANS ' 2 x 2 END POST - THREE SPANS - THREE SPANS . MODULE WIDTH el f i END POST Engr: CR. HUMAYOUN rAR000 STRUCT :'R FLA. r E # 16557 C A.N. 353o /UI < 0 W C V 2 C eTh O 0 • 07 > _ ED E I c aiN c U) 0 c � Q 0 •- o c in orn c U) _ 0 U cp O 0 U 00 �Ji n 0 a 0 a I _ ■ 2 oi o 1 -. Z c a o . 6. n a I v o ) drawing no.1 95 -12 j sheet 8 of 2 1 A 1�,�. m N x ,3 POST - /SINGLE SPANS MUM mom. milomme- mmowennas. ninagga`-_ \MIMAIM 1111 RP2X3CE1 MAX. OEFL. 5PAN /180 i POST ---- SINGLE SPANS 4 END POST -- / 321 421 50 60 70 80 MODULE WIDTH - IN. - SINGLE 5PAN5 / MODULE WIDTH-4»-----MODULE WIDTH ---.- 2 x 3 END POST SINGLE SPANS RP2X3E01 MAX. DEFL. 5PAN /180 isQ 3g 421 50 60 70 80 MODULE WIDTH - IN - SINGLE SPANS m CU LL LL — 1,1 ce c CD CO eJ 0 m RP2X3CE2 MAX. ()EFL. SPAN /180 m N J1 W— CC cm � LJ m � N m o m bg MODULE X 3 POST - TWO SPANS WIDTH MODULE WIDTH TWO SPANS ' bg - 70 80 90 10g 110 12g 130 " MODULE WIDTH - IN. TWO SPANS /2 x 3 END POST -'TWO SPANS RP2X3E02 MAX. OEFL, 5PAN /I80 4 8" 70 5:0 90 1021 1]0 1221 130 MODULE WIDTH - IN. - TWO SPANS - 1ti m N STORM BARS rSQ x 3 POST /- THREE SPANS b =RP2X3CE3 ;MAX. OEFL. 5PAN /180 lh . Nom= MONEMES Inglratirt LICIMARMI 9I 1g0 110 120 1321 140 15Z 160 ' MODULE WIDTH - IN. - THREE 5PAN5 / , 1J MODULE WIDTH THREE SPANS = RP2X3E03 MAX, OEFL, 5PAN /180 48 STORM BARS 2 x 3 END POST - THREE SPANS MODULE WIDTH ----------] / ,914 1210 110 120 1,3g 140 15g 160 MODULE WIDTH - IN - THREE 5FAN5 END POST cngr: 03 . 402 0 a. O N U w z of L;-. o O < • c v i L°2,1; r W N FPM w Z n� n ZNQ J 0 to > cn IO 0 U 0 L7 DR. HUMAYOL N.'rAr2000 STRUCTURES FLA. PE # 15357 C.A.N. 7,538 I � Apr,/. > ELT- c a. c l or. c 0 < C o 0 i 0 W VI LI 0 0 0 O 0 0 al 0 0 Z growing no. 95 -12 meet 9 of 21 tz 11J N . m W CC CL z 0 m N o m m v W t ts LJ 0 CD W ° v �& x 4 POST - 'SINGLE SPANS RP2X4CE1 MAX. OEFL. SPAN /159 SNJTTER s 4" T 311 421 50 MODULE WIDTH -, IN. , 5INGLE SPANS 3ef POST 40 50 MODULE WIDTH - IN L END POST MODULE WIDTH- I - MODULE WIDTH SINGLE SPANS 60 70 and ' 60 2 x ENO POST- SINGLE SPANS e■1111eeee MINIM ►�eeer7ee. 1■11e1■e\`1ee116, ewe ► emei e� \e 01ewe \ \111■11111111ee` =mom Q IMIeEM■ e11MMI► \e \eMI- ee-. 9 E \ems\ eee \ -11 -IIIMI■ N ieIMiieee ISM 111MIE il RP2X4E01 MAX. OEFL. 5PAN /I59 70 - SINGLE SPANS STORM BARS t9 c r 11 N W 0 W z 0 Lil O 'Cr m RP2X4CE2 MAX. OEFL. 5PAN /l89 b0 ' 70 BO 90 10A MODULE WIDTH - IN x 4 •POST POST --- STORM BARS . ____L MODULE WIDTH TWO SPANS ' SPANS r. 110 1 2g 130 TWO 5PAN5 MODULE WIDTH END POST 4 ENO POST = TWO SPANS RP2X4E02 MAX. DEFL. 5PAN /189 b0 70 130 90 ] PM 110 1 20 130 MODULE WIDTH - IN. - TWO 5P■N5 m N a_ m W � Cr LJ z m m w °m 0 (Si v t9 lV (SI � J m L CC ^ ID V) W CZ 0_ z 0 N o CS) ,D --1 m x 4 POST - THREE SPANS RP2X4CE3 MAX. OEFL. 5PAN /189 9f 100 ]10 , L20 130 MODULE WIDTH - IN. - MODULE WIDTH 140 15E1 160 THREE SPANS i RP2X4E03 MAX. OEFL. 5PAN /189 1 1 uuuuuuii THREE SPANS 2 x 4 END POST - THREE SPANS MODULE WIDTH 9g 1g0 '310 120 130 140 150 lb0 MODULE WIDTH - IN - THREE 5PAN5 Engr: DR. H MAYO':N FAR000 SIRLIC T'oR.LS FLA. PE y 16557 C A.N. 35 5 0 0 0 U1 O►Q >" o -J (j) 0 - ��J w w z tr) Z N — LJ .- et N 0) z cc C c U 1 0r- 0 c <cc �. 0 - a - in 0r' C' in = �. n w • W w W c " • '" O N 5 WW - 0 0 a a N V U ^O 2 0 cu O O I1 O U O tn 0 9 � drawing nc.1 95 -12 sheet 10 of 2 I � I 0 0 • c 0 cV • isa v 8 N m m Isa 0 Cr (r)m -... z H m m w 0 1 v 2 x 4 POST WITH STIFFENER - SINGLE SPANS 3rd ' 4g 50 60 70 80 MODULE WIDTH ' IN. - SINGLE SPANS END POST POST MODULE WIDTH — MODULE WIDTH RP2X4ES1 MAX, DEFL. SPAN /180 4- 30 421 50 MODULE WIDTH - IN SINGLE SPANS 2 x 4 END POST - 'SINGLE SPANS ' WITH STIFFENER 60 70 80 • - SINGLE SPANS m cu i9 N RF2X4SF2 MAX. DEFL. SPAN /180 4' STORM BARS — . N Ii a_ m W � Ct L — CL z 0 m H co O m x 4 POST WITH STIFFENER ' TWO 5PAN5 bd ( 70 50 90 10h MODULE WIDTH - IN. - POST i MODULE WIDTH STORM BARS 110 12g 130 / TWO 5PAN5 , MODULE WICTH END POST --- TWO SPANS ' 2 x 4 END POST - TWO SPANS WITH STIFFENER • i RP2X4ES2 MAX. DEFL. SPAN /180 -- , 'q_ , 1 1 b0 70 80 90 100 110 120 130 MODULE WIDTH - IN. - TWO 5PAN5 1 V) a_ r tsz v N 2 x 4 POST WITH STIFFENER - THREE SPANS 1 ,,:o mosimmam VIMIIIIIII 11111-'' ; :rte U Ell Mum � MM an Mai Qaer RP2X43F3 1 MAX. DEFL. SPAN /180 4 90 / 1210 1121 120 130 140 15g 160 MODULE WIDTH - IN. - THREE 5PAN5 MODULE WIDTH STORM BARS THREE SPANS 2 x 4 END POST)- THREE SPANS WITH STIFFENER -- ,111111-., MOM ..ME08; R -I T``�- 1-1 11111— 1 atammain. MIEN E-- 11MILM1-■■111- MOM ""VPIJIMIZIEMMI MEN limminamoi 1-imm...0 1- -_� RP2X4E33 MAX. DEFL. 5PAN /180 90 '100 110 120 3321 140 15g 160 MODULE WIDTH - IN - THREE 5PAN5 MODULE WIDTH END POST • Q6/C26 G7 Engr: DR. HUMAYOUN FAR000 STRUCrUPES FLA. PE # C.A.N. 35 !8 MAY 1 200L P. U 0 c 0 N v Q' r, z � vl o CD In 0 c � � (0 W (n 1 N • ZCNQ W v - fl et 10 rn z cc rn O O co c aim c 0 r- c 0 < C o O O u) Oaf') O ro CC In �...� ■ r c 0 a N 0 0 z Z 0 Z 1 O 0 N O v o • C 'drawing no. 95 -12 (sheet 11 of 21 z 0 z 0 c • 0 m lV ru RI MODULE WIDTH 30 4g x 1 6 POST. SINGLE SPANS ► \— - MIIINIIIMNIIIMMIZIts. IN! _-'I■MINI —` IN IIIMINIMMENINM Mom Na M■■ ■ RP2X60C1 MAX. DEFL. SPAN /15 321 ' 4g 50 60 70 8m MODULE WIDTH - IN. - SINGLE SPANS SINGLE SPANS / MODULE WIDTH - IN END POST MODULE WIDTH / 2 x 6 END POST - SINGLE SPAN RP2XbEP1 MAX. OEFL. 5PAN /180 NOMMINEOM 111111111E . -,■_i�_ —_■_— IRM_`1111- NIMESINNEONI 84 '" 50 a0 70 Ed - SINGLE SPANS , m ru N� 0 a LJ Ln tit o h m N STORM BARS • 1_1 " ii11i1i ■\NIM■i \M■■■ E =NM NEIBLIMMIIII M TEMiti llir.MO■■■i NIMIN i■■IME\ ■■ irealinniiiMMINMEMEMMI inLINEIMMINVOMININ DannINITISIGSZEMONs RP2X60C2 MAX, DEFL, 5PAN /189 MEW NM .■■■■ 60 70 80 90 MODULE WIDTH - m (J POST MODULE wtDTH x 6 POST TWO SPANS STORM BARS TWO SPANS 1 Og 110 12g 130 IN. - TWO SPAN MODULE WIDTH END POST 2 x 6 END POST - "TWO SPANS puirisminsi 11111111! ■ 11■NOMI■■i 11111111111 immaimarda MINENIMMENMIN _ ��- INN 1N■ RP2X6EP2 MAX. DEFL. SPAN /l80 60 70 80 90 100 1]0 120 130 , MODULE WIDTH - IN. - TWO SPANS ru m N ts/ C') ru ru LL '--1 2 x 6 POST - THREE SPANS 1• =RP2X60C3 MAX. DEFL. 5PAN /180 90 100 110 120 130 140 150 160 MODULE WIDTH - IN. - THREE SPANS MODULE WIDTH E i■� \i�ii��■i m■■■'m■■■.'•- waimummaximmal ammommilmalions s�� ■rte _ ■�� 1i■1111111ii RP2X6CP3 MAX. DEFL. 5PAN /l8O STORM BARS THREE SPANS 2 x 6 END POST - THREE SPANS 90 100 110 120 13A 140 150 160 MODULE WIDTH - IN - THREE SPANS END POST MODULE WIDTH Engr: DR. HUMAYOUN FAR000 STRUCTURES EJ+. PE rl 1 5557 C A.N. 3535 0 C4 0 0 3 a � o z C r- Ql o -J < o p I vi o c r J z Lu n cn • 1 C • O • O U in >— • ED EL Q c N O c N O J - < C o o C LO 0 Dino D c u)I 0 N N W ,O 0 0 QJ z 0 N'1 u O 0 i n C — in z C V C • drawing no. 95 -12 (sheet. 12 Of 2 1) A„ x b PDST WITH 5TIFFENER - TWO 5PAN5 NM NM Will ' N . L III IIMIII ill IM. UM ILI MN Mil2 1116. SUM WWI - MI MINN MN NM z K2 UM NM 1111■. r, ,.,1111■MMILIM R LIIII■11111161 NM ISMINSIVA11151 b.._ NI IIIMIRMAII NM MEN EMI KIM 111111151M IIII1E ill RP2X63F2 MAX. ()EFL. SIMILEMUTANNEMIll 1111111111111 SPAN /180 —�� ru ts 1Z LJ c to Li CD Z N W a ru 1 2 x 6 POST WITH STIFFENER -/ SINGLE SPANS RP2Xb3F1 MAX. OEFL SPAN /180 30 4P1 50 60 70 50 ■ MODULE WIDTH - IN - SINGLE SPANS POST MODULE WIDTH i MODULE SINGLE SPANS ' END POST M� f WIDTH 2 x 6 END POST - SINGLE SPANS WITH STIFFENER ry as►a01EU®M,11111e►1111 ,--,_M1-1111 121 11111111.�111.1..0111D.. _,-,�1IIMMM111•` INESUMEMENNEMI MOM bliMMENNEMEM �► L e •. 12,111111111'11111■ OiMibbIAMIENOMNI �`. 20 � -`.EM-'- INNIUMMINIMIM RP2XbE31 MAX, OEFL. 5PAN /180 1 8 S 3d 4 i 50 60 70 S0 MODULE WIDTH - IN - 5INGLE 5PAN5 W CC 0 z w O r STORM BARS b0 70 SP) 90 1011 I10 ]2!1 130 MODULE WIDTH -, IN. - TWO SPANS POST --- STORM BARS r_ MODULE WIDTH MODULE WIDTH END POST -- _ J TWO SPANS 2 x 6 ENO POST - TWO SPANS • WITH STIFFENER RP2X6E32 MAX. OEFL. SPAN /180 b0 70 BE 90 30/3 130 1211 130 MODULE WIOTH - IN. - TWO SPANS m N z a. es LJ CC H m co w m v 0" 2 x 6 P05T WITH STIFFENER ' THREE 5PAN5 RP2Xb3F3 MAX. OEFL. 5PAN /18@ 74 R IT, 90 1110 ] 10 120 13d MOOULE WIDTH - IN. - MODULE WIDTH 140 1511 160 THREE 5PAN5 THREE SPANS 2 x 6 END POST - THREE SPANS WITH 5TIFFENER ru (11 111■1111111111111111111111. 11111111110111 ■ ■1111■ ■■11■ ■1111 ■■ IMMEMESIMEMMORM 11'11 \MIEN S \I111111 asummermaumarmai moirasmormoramm t■■■■■.■ RP2X6E53 MAX. OEFL. 5PAN /180 9e1 1E10 ] 10 120 )3E1 140 1511 160 MODULE WIDTH - IN - THREE SPANS Engr: DR. HUMAYOUN FAROOQ STRUCTURES FLA. PE /1 16557 C.A.U. 3538 MAY 1 9 ?no` U ct 0 0- c L L a L✓ O 1 a E 1 CC CV 1 rn 2 Cr) • 0 O • r'; o) > • m °O c ( DO c 0 < C o O ir) = O = 0 O 0 c 0 0 0 v - o 0 - D 0 0 Lri U a O drawing no. 95 -12 sheet 1 3 o 2 1 ) p, i - N N Lf) r. d LJ Y/ W 625 2 x 3 TOP SUPPORT - TWO SPANS RSR2X3 -2 925 90 1025 110 1225 130 - TWD SPANS 70 SHUTTER WIDTH - IN. 2 X 3 TOP SUPPORT RCP2X3 -3 100 110 120 1325'140 1525 160 SHUTTER WIDTH - IN. - THREE SPANS ts 0 2 X 2 TOP SUPPORT - TWO SPANS MEM 1111111/111%1 % WIN= 08N2x3 -2 OEFL. AT lg P5F 60 70 E0 90 1025 110 12g lam SHUTTER WIDTH - IN. - TWO 5PAN5 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTION OF HEADER TO MULLION SEE SHEET 5 OF 21. TWREE SPANS 2 X 3 TOP SUPPORT - TI -IREE SPANS IIiiI MEMPRINIF V4IPJI1IAI did ,AidNIuI 00142x3 -3 OEFL. AT 10 PSG 9g leg ]10 120 1325 140 ]5g 160 SHUTTER WIDTH - IN - THREE SPANS / 2 x 4 TOP SUPPORT - TWO SPANS N N P m ru 1L N CL m LJ 147 N K z H m o Ip & 2 X 4 TOP SUPPORT - THREE SPANS ,rU N mimaminumm "„■.■'■■,MUMS 11111M111111111111111111 .."■.■ ■., MMAIRM ■■■ IMMEINIENNIMMINI EINMON,.'.■■,■ ■"IIMME, ■■■, MUM ■.,■. ,MO■\ NIMILINIMMININE NEINAIRSIMMIRINI EMOMMOMMEMME IFEELMICIMMEN ■.,.-,1,,',■,,' MEMMEM►E,\'E_\'E\\' RSR2X4 -2 bd 70 80 90 1025 110 1225 130 SHUTTER WIDTH - IN. - TWD SPANS RgR2X4 -3 9g 1250 110 120 13g 140 1525 1b0 SHUTTER W LOTH - IN - THREE SPANS , ENO POST to 2 X 4 TOP SUPPORT - TWO SPANS HQ •II iI4Ii IMMENEN innormal AZININEU -%°18ommum 08142x4 -2 - :OEFL. AT lg P5F bg 70 BPi 90 ] 0A 110 12g 130 ' SHUTTER WIDTH - IN. - TWO 5PAN5 N 2 X 4 TOP SUPPORT - THREE SPANS IIIIMINAMIN MIIMMINVA MINNIMPAIN PAREMBINI AMMUNAll 2.470 1.0 LI 111 1 I I I 1 I °EFL AT 10 PSF 925 1210 110 120 L 3 140 ]525 160 SHUTTER WIDTH - IN. - THREE 5PAN5 END POST x- STORM BARS W TOP -- SUPPORT THREE SPANS sl TCP --_ SL'PPORT + MAi U 4- Z lO U O v) Ts- c.) Z W M p 0 ig �� N Z Z�Qo — N c 2 H 0 Z J O to J 1 N Z rn 0 . O a-) > m C niN c V) 0 N C c C � o O 0 to 0 t 0N) Ctn2: 4: V L U U N a a Q1 U U Z .0 , 1 0 9 ulI tD W � c 0 0 z 0 } 0 2 W z z C [ 95-12 drawing no. rsneet 1 4 of 21; szi 2 x 6 TOP SUPPORT - TWO SPANS • ▪ 1111111311111111111111111111 5,,,■.,,'., ■'.■. ►IMIMIN11a111■a11►11a .111.....1111MO ■.■ !111 \■ =]',4 1111111111111011111111111111 ■■■.,,a91■,,'11 ■111111111111'11\11\ \\ • ■■■14■■■,,,,11,, 111111111\1111110112 W u cr tn N CC Aj 0_ •--1 RSR2X6 -2 bg 70 80 90 100 110' 12g 130 SHUTTER WIDTH - IN - TWD SPANS SHUTTER WIDTH - IN - THREE SPANS 0 2 X 6 TOP SUPPDRT - TWO SPANS 6 m/ i 6 4 2 X 6 TOP SUPPORT - THREE SPANS 2 X 6 7 ❑P SUPPORT - THREE SPANS • ,,,■.■■ "111■ R62X65 -3 @ • WHIEEMEMINEEMMIll N 11111111.1111111111111311111111M LL • ,■...Ma■■,■■■ a T IIa, M, M"EM,ME MEMMINENOMMOM MEMEMMEMMMERM .■..mp...■►.■ "■„N„"." PA,IUMINI .,■,' EINMENENNITEMEMOINI ■UMBER TIMME _ • IMMEMINAIMMEME 9g lgd no 120 ]3D 140 15A 160 m OUu2x6 -2 OEFL. AT lg P5F b0 70 80 90 1021 110 leg Lad SHUTTER WIDTH - IN. - TWD 5PAN5 AAA.- 11//11ME INNIIIIIN MIN= AllE111511 DUI2X6 -3 - DEEL. AT 18 PSF ,0 100 110 120 ]38 140 15A 160 .SHUTTER WIDTH - IN. - 1HREE SPANS tsz N W LLr" N am ND R END POST - 2 x 6 TOP SUPPORT -,TWO SPANS - 2 X 6 TO SUPPORT - TWO SPANS' N WITH STEEL STIFFENER 2 WITH STEEL STIFFENER I N • 013Ia2X652 ❑EFL. AT Lg P5F ND MMMEMOMMEINIMM i 1immi ame• -. s■ WEEMMINIMEMEMMM ,1IIL II I I MUMM MONEMEMINUMMEM MMEM IMa,.,■■' ,,,,MOMM, /''M„■a■, MIMMEMOMMEMMEMM MUMMENOMMOSEMM .■"",UN",., ..,,EMMOME"„ ■■MOMMEM,■,"' ■■■.,,MOM,■„E ■■■."NIN,',■" IIMMOMENNMMIIMEM MOOMMOMMORMEME MMEMEMMOMMEWORM 1 RS2X6S -2 THE CURVES ON THESE GRAPHS SHOW SHUTTER HEIGHT SEE SKETCH FOR REFERENCE FOR CONNECTiON OF HEADER TO MULLION SEE SHEET 5 OF 21. bg 70 Sg 90 ]0A 110 12g 130 SHUTTER WIDTH - IN. - TWO SPANS 1 2 X 6 TOP SUPPORT / - TI -TREE SPANS WITH STEEL STIFFENER REMMEMEMMIN MEEMEMMEr Ma= EM■'.■■ ■C ■■■ ►....L.■.■■■ ■■ UMEMEMEMMEMMEM Mommammummilms EMEMMINEMMTEMMI MEMEMMINIMMOMIN OMMEMMEMOMMEM MMEMMEMMEMILIMM MOMENMENNEMEM „"'N■,".E■, Ma,"EM■,',.,' ■\O\\MMEMMEN\■ MMEARIMEMMEMNIMS MOMEMMENEMSSON MMOMMEMMOMMIONE MIONMEMOMENSMEM R62X65 -3 90 1A0 110 120 1321 140 1521 160 / 5HUTTER WIDTH - IN. - THREE SPANS R 0 H al U � W J IL & W 0 N csi m m H IN Ai/ lominiv AIWA 1111111 b0 70 80 90 10A 110 leg 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 TOP SUPPORT - THREE SPANS WITH STEEL STIFFENER OBU2x652 OEFL. AT LA P5F 9g 1A0 110 120 13,1 140 15A 160 , SHUTTER WIDTH - IN - THREE SPANS STORM BARS TWO SPANS 05- THREE SPANS ✓ U 2 w 0 I TOP SUPPO rk L'_ 4' U ct 4.4 r 1 ID 0 0 C w .- o Q >1., C -J C co CC 1 (ii O v 0 3 J r4 WN W F. _ Qo LLJ 1 I 0 z 0 J 1-- O 3- 0 I O 0 In Q) C 0 CU 0 v C, v 1 O � U1 0 O > — � mW c ai c m o N. -0 c < c 0 oLn o Ln 0 i n U 0) 0) 1 U 2 v ZIZ 0 O �l N C•) Z C ' drawing no. 95 -12 sheet 1 5 of 2j d im N i m 0 LIE U7 0 m LJ a 0 m m N W 0 m RON-24 STORM 8AR - TWO SPANS hH ■,M■■■■„ ■■MEMMII ■ ■U■_ issumnansm .■-•■ ■R.• mammonism MENNZEMSTA maimMEMMEW IMEMMUm 7 bg 70 80 90 100 110 1221 130 SHUTTER WIDTH IN. - TWD SPANS , PON-24 STORM BAP - TI -IPEE SPANS iiH H hi ___ 1 ■ 1111311111111M ■ EMMEMMEM MMENNUMUMMEM MMEMEMEM ■MENMEMEmME■ EMESINMEM EMMUMM Warika SEE■■ P2ON2d -2 24 90 100 110 120 130 140 150 160 5HUTTER WIDTH - IN. - THREE SPANS m M R ❑N -24 STORM BAP - TI•1REC SPANS z N 0 . H U W J W , 0 ts U) RON -24 STORM BAR - TWO SPANS 9 11111 Il!i' P111111111 IIIIIIMPF immimmowOOP PM ORON24 -2 OEFL. AT 10 PSF BAR T bg 70 80 90 100 1]0 ]20 130 SHUTTER WIDTH - IN. - TWO SPANS ORON24 -3 ❑EFL. AT l0 P SF iIIIrnii • i PPP° 11•11 1 ■111_n_ TaliNgla +�riytW sum 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN - THREE 5PAN5 • Iv v THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE N VI U_ LJ N LJ z Cr W m r- L CU RON -24 STORM BAR - TWO SPANS WITH STIFFENER ..■■■ M■UNNIMMWRM ■ ■ ■■ EE■RM■■■■EM■EM ■,MM ■„ ■ ■ ■MEME MEMEMERE.■■■■■ ■ENOM\IMBEMM ■■ ENIORMEMbEEMEMBEI MMOMMIREMMEZEMM OINSERE5\NEMMEM WEEQEWICEOMEMEIN i ■1111■■■■■ RDN2AS -2 b0 70 ed 90 ]0g 110 ]20 130 SHUTTER WIDTH - IN. - TWO SPANS R ❑N -2d STORM BAR - TI -IREC SPANS WITH STIFFENER :RON24S - 9g 100 110 120 lag 140 150 160 SHUTTER WIDTH - IN - THREE 5PAN5 END PCST RON -24 STORM BAR - TWO SPANS' N wIrm STIFFENER O OR0246 -2 R-iT R ❑N -2d STORM BAP - TI -JREE SPANS U) WITH STIFFENER O ❑R0246 -3 OEFL AT 10 PSF _lI1l M1■11/h■11111'1 !iiIIIPflhIII WN ■11'i/111/11ii Jm 1111111111111111 ponta 11111111M MINE morshisselam bg 70 80 90 100 110 12g 130 SHUTTER WIDTH - IN. - TWD 5PAN5 , 90 1g0 110 120 1321 140 150 160 SHUTTER WLOTH - IN - THREE SPANS I 1 END POST -- {- STCRM BARS CI-1k TOP S UP P CRT I LJ z J it 1i POST THREE SPANS TWO SPANS • 04.02 0 6• .0 O7 0 N z z 0 0 0 > — co m t i N c UD O r\ • c < 0 o o u) 0 1 1) U S 0 O z J (drowin no. L 9512 Sheet 1 6 of 21 m N a LJ LJ ^ N m u m o m 0 v N 0 m LJ c, N m LJ Z H (D om v RON -57 STORM BAR - TWO SPANS RBONS7 -2 3 b0 70 BPS 90 ]0E1 1] 0 ]20 130 • SHUTTER WIDTH - IN - TWO SPANS R ❑N -S7 STORM BAP - TI -IPEE SPANS RBON57 - ■ H T u W J .1i. W N O H Z N O U J IL W 0 RON -57 STORM BAR - TWO SPANS Ad saw ORONS7 -2 OEFL AT 10 P5F bet 70 BPS 90 ] 0d 1 1 ] 20 130 SHUTTER WIDTH - IN. - TWO 5PAN5 , THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE PDN -57 STORM BAP - TI -IREE SPANS 8 ORON57 - - OEFL AT 10 P5F uu" HilIlin X1111111 /111 IIIHIIIII!H INIUIPI!iiF u 00....mmomm. ..■ME__MIIIIIIII♦IIIIIIII E 9d 1.210 11 120 ]3d 140 15E1 160 90 100 110 120 13tl 140 150 160 SHUTTER WIDTH - IN - THREE SPANS SHUTTER WIDTt - IN - THREE SPANS , i a m w Tr - N ® LJ z t7m H co o m 0 N / L ^ N YI � RON -56 STORM BAR - TWO SPANS b bd 70 BPS 90 10/.1 110 12 130 ' SHUTTER WIDTH - IN. - TWD SPANS PON -56 STORM BAP - TI-PEE SPANS A :! WOMMEMM ■t IIIIIIIU1 ■■■■.111M1 .,.111■` ■ ■ ■I., a■SAM■IEN■ ■,K■.'— MIN.... sourismomm mormismil Li) M Mai 11 RBONS6 - 9d 100 110 120 130 140 150 160 SHUTTER WIDTH! - IN. - THREE SPANS Z u W J LL W O OPONS6 -2 , DEFL. AT 10 P5F -IT Z RON -S6 ST❑PM BAP - TI -IREE SPANS r7 2 N O ® u • W J II- W O d RON -56 STORM BAR - TWO SPANS m m 90 ber 70 B0 90 ]0d 1] 0 ]221 130 ' SHUTTER WIDTH - IN. - TWO SPANS OPONS6 - OEFL AT 111 P5F „Isp _111111 imoul aormgc MEI 111 ■11 �I 11 •- iT SHUTTER WIDTH - IN - THREE 5PAN5 END POST 100 110 120 13d 140 150 160 I POST 3 I� TOP ▪ SUPPORT STORM BARS TW1434i. S t r7' STORM BARS. 0 s 0 1 THREE TOP SUPPORT 0 z w J cc cc cc c 9 20[ SPANS 0 ct 0 • c a, o • v U w 0 tz 0 U z ) r" I. N 4) c 0 0 0 Lft ftd z 0) O O > 10 c • 0 Q c o o in -0 =O 0in n v O Otn N g) z W a 0 0 W W z Z W 1 r Brow n no. 95 -12 l s heet i 7 of 21 .0- ORB2X3 -2 , OEFL . AT !P1 PSF 1 11 ir 1111 Mil NM 0 L I r III MN r = Nimmons vo ih. - 48- is mu _ ... . m N J ! m LJ N m CL z o m v N LLN 2 x 2 STORM BAR TWD SPANS RBR2X2 -2 bg 70 80 9 0 lg0 1 0 ]20 130 SHUTTER WIDTH IN. - TWO SPANS 2 x 2 STORM BAR - THREE SPANS 90 100 "SHUTTER WIDTH - IN. - THREE 5PAN5 110 120 ]311 14 ] 51i 160 In 2 x 2 STORM BAR - TWO SPANS Z r"1 Z 0 H 1- U W m J W . 0 OR82x2 -2 OEFL. AT 1g PSF ...r, 111111 1Il!I 1111111 bg 74 B8 102 1.18 Lag SHUTTER WIDTH - IN. - TWO SPANS u) 2 x 2 STORM BAR - THREE SPANS ❑182X2 -3 ❑EFL . AT 1g PSF r–. 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - TWO 5PAN5 r N 0 rL 'm U� cr U7 0 m z o W 0 is (V tip , 0 _ , ru x 3 STORM BAR - TWO SPANS '....MIMEN ■■ ■ ■■111■. ■1111■..■ . ■■1111■■► ■■ ■ ■.. INII.IIMMI■►11■ ■ ■■ ■1■111■W11■■00111 ■■ 11111.11111■M11■ ■► ..MM.. ■■.■ ■1111 INSMU■MM■ ■1111■ ISMIUMSSEMITENIMISE ■ ■�� ■ \''►� \ ■� \1111 1111 \� ■ ■�� \�� 15■11121■ ■`EM ■ ■■III ININELIMENLIMINISIZEI i■■■■■■■■. PBR2X3 - bg 70 SZi 90 10A 1]0 ]2A 130 SHUTTER WIDTH - IN. - TWO 5PAN5 I THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 3 STORM BAR - THREE SPANS 1BR2X3- 1►■ MUNE ESN .......1111 - ININEEMEI 'M■ \11.1` ■111111 111 111111 — / 92( 100 110 120 13d 140 150 160 SHUTTER WIDTH - IN. - THREE 5PAN5 In 2 x Its Z H m m 11) bg 74 BB 102 1]6 130 j SHUTTER WIDTH - IN. - TWO 5PAN5 I / , 2 x 3 STORM BAP - THREE SPANS 0182X3 - OEFL AT 10 PSF 90 100 110 120 13g 140 150 160 SHUTTER WIDTH - IN. - TWO SPANS END FOST – 3 STORM'BAR - TWO SPANS / li END POST - STORM ❑t RS TOP SUPPORT! F THREE SPANS C N t-- 0 0 z ¢ I 0 J Q 2 0 c O N r D 0 0 0 0 W z z W rn 0 0 ) c 0 0. U N a) a) O D l ° c 0 0 O O ( ) v d row ing no. 95 -12 sheet 18 of 21 0 a. LJ cn 14-1 67 ti 2 x 4 STORM BAR - TWD SPANS 60 70 BO 90 100 110 120 130 SHUTTER WIDTH - IN. - TWO SPANS , x 4 STORM BAR - THREE SPANS IIIAIIII 1 immuunismomms ■ igniku .....■ NIMMIRIMISON EMMUMMENEEN 1111111M11111111615 61..- s■.is'u■■'—. s.mga-gsmil.fs warnalsonnwas RBR2X4 -2 1 9Qf 100 ]1ef 120 130 140 150 160 SHUTTER WIOTM - IN. - THREE SPANS Q 2 x 4 STORM BAR - TWO SPANS 9 OR82X4 -2 _ OEFL. AT HI PSF z h1 • r MOW NEW MOND 5 4 60 70 Bd 90 100 110 120 130 SHUTTER WIOTH - IN. - TWO SPANS , 0 2 x 4 STORM BAR - Tf - IREE SPANS -4 DRB2X4 -3 - OEFL. AT Ld P5F 90 100 110 120 130 140 150 160 SHUTTER WIDTH - IN. - TWD SPANS m rL v t9 N N n_ LJ LJ Nm LJ —I z m HO) O m 2 x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER H" ihk 11111 Il ■ ■O■■■..■■.bh, aw ai �� •� RUMWM WE `..IN._LI■ '`lin miquoisra mi RB2XdS -2 i fag 70 B0 90 1021 110 1221 130 SHUTTER WIDTH - IN. - TWO SPANS ■ THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE 2 x 4 STORM BAR - THREE SPANS WITH STEEL STIFFENER ■■_'■MM■ ■■ M.EiMEM■ ■■.• Illh■ MMENWINNIONN ►M1 ■11._ WE WEL .._■ MEMENN MENEM MEM P 2X45 - 90 1g0 110 120 13d 140 1521 160 SHUTTER WIOTI - I - IN. - THREE SPANS 2 6 OR82X4S2 l� 2 x d STORM BAP - TI -IREE SPANS f WITH STEEL STIFFENER OP132 X453 O AT IP1 P5F 1011111116.1.. 11 1111111 I.MMOMMOIMI_ MI MIMMI WOMMOMMOMMO ■.. lI11 gilliiial z H END POST x 4 STORM BAR - TWO SPANS WITH STEEL STIFFENER 60 70 80 90 100 110 1 221 130 SHUTTER WIOTH - IN. - TWO SPANS ' 9g 1210 110 120 130 140 1521 160 SHUTTER WIDTH - IN. - TWD 5PAN5 , 03 1 5 2004 THREE SPANS U) C UI 01 0 O I ink Pi c 0 N CL) O `J � 0 z v 0 z c0 LJI 0 0 0 cc L I z 0 w z 0 z rn 0 0 • tr) 0) > CD u cD c a" O c 0 < 0 o 0 r) 0 = 0 o in 0 0 t ( drawing no. 95 -12 sneet 19 of 21D m m N H m IS) m 1s N 2 x 6 STORM BAR - TWO SPANS RBR2X6 -2 60 70 BO 90 100 110 120 130 SHUTTER WIOTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS OMMIIIMMEMMIUMM ■ ■\:4111111 llilMENIiE ■ ■■ ■ ■■'►'�M■111E11M■■■ ■ \ ■�! ■\ \1111 ■■1 ■� M ■MM■■■MEMMEMM \'■■MME 1111 ■ ■II ■ ■■ ■MM■\EMEMMEE ■M■MMEMME \EM■■ ■MEN:■ ■■ME\ ■ ■ ■i. ■M■MM :■■■■EI■■ MENMEMINISEMMEM ■: ■_ •M■ ■M: ■M■■0 mmiabl- ...:_EMM�■■: 1 ■■ ■■1111■ ■111M RBR2X6 -2 ► 11 ■1111 ■ ■ ■� ,I 90 1110 110 120 136 140 15g 160 SHUT TER WIOTI - I - IN - THREE SPANS m c, r 2 x 6 STORM BAR z 6 STORM BAR - TWO SPANS ❑RB2X6 -2 di' 4 4 ❑EFL. AT 1g P5F 4 1111 1 11 1111111111111 por 11111111E ■1111 ■/� 1111111111111 AWN IMMEEMME IIIMMEMINEMEMMEM g: MIMIC= bg 70 80 90 106 110 12g 130 5HUTTER WIDTH - IN. - TWO 5PAN5 THE CURVES ON THESE GRAPHS SHOW STORM BAR LENGTHS SEE SKETCH FOR REFERENCE TI -IREE SPANS 4 .. OPB2X6 -3 OEFL . AT 10 PSF 84 911 ]36 140 156 160 160 .110 120 SHUTTER WIDTH - IN. - TWO 5PAN5 lL N a is N W LJ Cr C z H m w 0 m LLI m 2 x 6 STORM BAR - TWO SPANS WITH STEEL STIFFENER RB2X6S -2 v b d 70 82i 90 106 110 12g 130 SHUTTER WIDTH - IN. - TWO SPANS 2 X 6 STORM BAR - THREE SPANS WITH STEEL STIFFENER ,■■■MMIM■■_ ; uiiIIIiii M ■■■►MIME\' ■■►ii■iiiU iige EMMEMEMMEN ■\MI' ■MM ■ ■ ■■■ IIMIMMUMESINIMI X11■■► 111■■M_ ■EMM■■EM ■ ■■ M ■ \M■ ■11\M- \ ■111T■ -EMI IN■■w,EN■EIA\n I 1 II II 1111 � ■ ■ ■ ■ ■■ I■ ■IM■■ PB2X6S - 914 Igo ]10 120 136 140 )511 160 SHUTTER WIDTH - IN. - THREE 5PAN5 z z 0 u N u m W 0 ENO POST 2 x 6 STORM BAR - TWO SPANS N WITH STEEL STIFFENER 2 x 6 STORM BAR - TI -IPEE SPANS \D WITH STEEL STIFFENER @ . ❑R62X6S3 U) z � 64 ORB2X652 ❑EFL. AT 1g PSF ■■■■■■■ ■,� ‚inhIlul 111111111111111 / 111101111111111111111 gramilistr= b 70 86 90 106 110 1221 130 SHUTTER WIDTH - IN. - TWO SPANS ❑EFL . AT 16 P5F iIuI� NMI iii!111 11011111 90 166 110 120 136 140 156 160 SHUTTER WIOTH - IN. - TWO SPANS STORNI BARS TOP SUPPORT I I cc cc TOP SUPPORT r� J W ! - -1I O6 :D - —1 2 10 v 2004 THREE SPANS 0 z Z w 4- 0 0 0 0 r-y a C14 c C 0 co z O W z ..J rn 0 O - In Cr) Ea c (I N c C - < c o o Lf) = O = o i) 0 r (X c1) S ■-•• c 0 a 0 0 0 W r Ln W 0 a 2 i U 0 0 drawing no. 95 -12 Sheet 20 of 21 7, CPC SHUTTER WIDTH = Sw = 1N. 1 NO. OF STORM BARS USED = N = SPAN CONDITION = N +1 = SHUTTER HEIGHT = Sh = IN. BOX HEIGHT = BOXh = IN. STORM BAR HEIGHT = BL = SH - BOX h = 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 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 OF 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 +D3 IN. Ls /30 SHUTTER WIDTH = Sw = 1 N. 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 = D 1 = K* R 1 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 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 +D3 IN. Ls /30 ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = POSITIVE LOAD 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. ROLL SHUTTER OVERALL DEFLECTION CALCULATION SHEET ASCE 7 -88: DESIGN LOAD = Pd = PSF MULTIPLIER FACTOR = K = Pd /10 = NEGATIVE LOAD Engr: DR. HIVMA "GUN FAR3,00 S'. FLA. PE # 16557 CAN. 3538 MA ,f 1 9 20o�-- - JCkSL . ��L•YtTi ...�. -.1C� U a. g w 1- Z r ) cr Q 0 N. 0 tie _ cG o N � N rT W I- w z O 1- J 0 -J 0 z 0 0 w -J lL 0 c n rn 0 0 r7 r) Cr) >_tf m l ' - °3 C a; N C ( i ) 0 N c 0 Q c o tr oil) � 0 tf) S .� c o. 0 Q) 0 v 0 c 1 1 0 z 0 0 z 0 z 0 drawing no 95 -12 isheet 21 of 21 MIAMFDADE BUILDENG CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "640" Aluminum Casement Window APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval 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 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. DRAWINGS 1 Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FIL 02134 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 J ' PGT Industries 4. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 CENTERLINE 1 1I2" ANCHOR 1 1/2" LOCATION TYP. MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. 1 4" MAX. --- SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 7" \ 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING / 7" 4" MAX. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX. --DAYLIGHT- - OPENING ) / X 0 30" MAX. -- DAYLIGHT -.- OPENING X 56" DAYL OPE / 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) AX. IGHT NING 83" MAX. HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT - OPENING L 37" MAX. j 13" MAX. O.C. -, / L. 1 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 60" MAX. FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5 -7 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved as eomplybp win dim ploMl" •.. .p eg �1[' NOAH l' !V Mimi Ded" Prod uel Cee Div 3/°?//c,3 R. er. F.K. Mooc Mo.d bram F.K. Care R.RWia 3/17/03 A 12/17/02 REVISE ANCHORAGE 1070 1ECHNOLOOVDRIVE NOKOMIS. Fl ]1275 P.O . BOX t52P NOKOM/S, FL 54774 V• by Better Fug Oloaveers XX & XOX" ELEVATIONS IR. ALUMINUM CASEMENT WINDOW, IMPACT CA -740 NTS 2 . 11 0.0.17 w 7045.8 A Luce A. Tumor. P.E. PE 1154201 MactIonicat SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) C 13" MAX. O.C. --• 32" MAX. WIDTH 25" MAX. -- DAYLIGHT OPENING 4" MAX. - 4" MAX. L L X 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 72" MAX. HEIGHT 4" MAX. 4" MAX. -- SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. I_ —37" MAX. WIDTH 30" MAX. -- DAYLIGHT— OPENING X 56" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 30" MAX. DAYLIGHT 97" MAX. WIDTH 53" MAX. I-- —� � DAYLIGHT OPENING OPENING \ t —37" MAX. VENT J 60" MAX. FIXED 63" MAX. HEIGHT 1 56" MAX. DAYLIGHT : OPENING / 1 - -x-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX.-1 L ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) �- - -� -13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 63" MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRESSURES) R".d 0r FK 0 .n Dr. PR. 0"" 3/17/03 0.a 12/17/02 Re ..010, A Rnfebn REY1SEANCHORAGE Oa 1070 MOP/04.007 ORNE NOKOMIS, FL 34276 P O. BOX 1520 MOKOM/9. FL 34.274 Vtltbly Herter X", "0 " XO" & "OX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 0..740 NTS 3 d 11 Om; to 7045 -8 A Luem A. Tumor. P.E. PE 958201 Mea,onl.A1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/1C" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/18" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB, D. 7/18" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS/COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR i-3-1 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO' OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16' TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. } 0 x 0 x CONFIGURATIONS OPTIONS x } 0 } x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 UNEQUAL LITES .090 SOLUTIA OR CUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/18" LAMINATED GLAZING DETAIL .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 3/18" HEAT 7/16" LAMINATED GLAZING DETAIL NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4 -7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 STRENGTHENED GLASS .650 NOM. GLASS BITE Approved es eoroplllog Met @s Plu B. dh, G )) Owe 05,22 U�J NOAP t Marl Dde Product Ga nef Dlval� - P000 pi .K. Nn.dO &am Cr F.K. Oats. 3/17107 Da": 12/17/02 A &m eta, REVISE ANCNORAOE NOTE e 1070 TECNNOLOOYORIVE NOKOMIS. Ft $4779 P O. BOx 1978 NOK0M18, FL 34274 VI,IM, Better NOTES AND GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT 04.740 NTS mot 1 < 11 7046 -8 A Wan A. Tamer, P.E. PF- p98701 Mochoricel COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580, FTL -3582 GLAZING OPT ONS: A. 5116" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (116 "HS,.090118 "RSS C. 7/16" LAME (3/16 "A,.090,3116 "HS) HEIGHT "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 19.125 31.014 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 13.4d BI. Dan• u..n er Aar F.K. 12/17/02 26.000 36.000 38.375 43.000 48.000 50.625 54.000 1 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 -64.9 64.9 -60.6 60.6 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 50.5 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 38.000 37.000 RwAbn: 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 Ona B C A B C A B C A B C A B C A B A B C A B C A B C A B C A C -75.0 : 90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -69.1' 70.0 -75.0 70.0 -90.0 70.0 -60.5 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 70.01 -90.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -48.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.8 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0, 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 "..a sr. F.K. 3/17,03 A REVISE TABLE 11. OLA83 TYPES A A C -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.8 -43.5 -75.0 -77.1 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -50.4 50.4 '-47.5 -90.0 70.0 -90.0 -55.2 55.2 -52.6 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -50.7 50.7 -48.2 -75.0 70.0 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -89.1 -40.4 -75.0 -67.3 1070 TECNNOLOGYOR1VE NOKOMIS. FL 31273 P.O. BOX 1320 NOKOMIS, FL 3074 44.7 -42.8 70.0 -79.5 47.4 -45.5 70.0 -75.0 70.0 -73.2 70.0 -75.0 70.0 -69.4 44.3 -42.4 70.0 -75.0 70.0 -88.8 43.1 -41.6 70.0 -75.0 70.0 -67.3 41.5 -40.4 70.0 -75.0 69.3 -65.3 41.4 -40.3 70.0 -75.0 69.1 -65.1 40.4 -39.2 70.0 -75.0 67.3 -63.3 PST V ribly Better 42.8 -41.4 70.0 -75.0 70.0 -90.0 47.5 -44.1 70.0 -75.0 70.0 -90.0 52.6 -49.1 70.0 -87.0 48.2' -44.9 70.0 -75.0 70.0 -73.6 45.5 -42.7 70.0 -75.0 70.0 -68.3 70.0 -75.0 69.4 -64.7 42.4 -41.1 70.0 -75.0 88.8 -64.1 41.6 -40.2 70.0 -75.0 67.3 -62.5 40.4 -38.9 70.0 -75.0 65.3 -60.6 40.3 -38.8 70.0 -75.0 65.1 -60.5 39.2 -37.7 70.0 -75.0 63.3 -59.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 -75.0 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 _ a.,�wsa CA-740 -39.5 39.5 -75.0 70.0 -90.0 70.0 -41.6 41.6 -75.0 70.0 -90.0 70.0 '-46.2 46.2 -75.0 70.0 -81.9 70.0 -42.0 42.0 -75.0 70.0 -69.7 69.7 -40.7 40.7 -75.0 70.0 - 64.8 64.8 -75.0 70.0 -61.0 61.0 -39.3 39.3 -75.0 70.0 -60.5 60.5 -38.7 38.7 -75.0 70.0 62.5 -59.2 59.2 38.9 -37.7 37.7 70.0 , -75.0 70.0 -57.6 57.6 -37.6 37.6 -75.0 70.0 -57.4 57.4 -36.7 36.7 -73.3 70.0 -55.9 55.9 0 NTS -39.2 39.2 -75.0 70.0 -90.0 70.0 -75.0 70.0 -89.4 70.0 -43.6 43.6 -75.0 70.0 77.2 70.0 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -74.6 -57.9 -36.9 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 7 11 40.1 70.0 66.3 38.6 70.0 61.4 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 -35.5 35.5 -54.Q 54.6 -71.0 70.0 -75.0 -90.0 -38.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -38.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -51.9 -34.3 -68.5 -51.7 -67.4 -50.0 70.0 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.8 70.0 70.0 55.7 70.0 55.2 35.0 70.0 53.8 34.3 51.9 34.3 68.5 51.7 33.7 87.4 50.0 "X0* & -0X" WINDOW . WIDTHS EQUAL THE SLIM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR 'XO" OR "ox" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. ALUMINUM CASEMENT WINDOW, IMPACT 7045-8 A 0 UNEQUAL LITES 0 UNEQUAL LITES 0 UNEQUAL LITES Approved ea Coesplyind *tit the Flo Dote Mum iv Product Coatrol PE 058201 COMPARATIVE ANALYSIS TABLE 8.(BASED ON 114" TAPCONS OR #14 SCREWS1 "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. /16" LAMI S(1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH H EIGHT - 28.000 31.000 36.000 38.375 43.000 48.000 50.825 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 r -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75,0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 57.5 87.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 - 84.9 64.9 -62.7 82.7 -80.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -83.9 63.9 -80.0 60.0 -58.5 58.5 - 58.2 56.2 -53.4 53.4 64.000 98.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -81.8 61.8 - 58.9 58.9 -56.1 56.1 -53.8 53.8 - 50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -86.4 88.4 -58.2 58.2 - 55.6 55,6 -52.8 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55,1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 87.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 -38.8 38.8 TABLE 9. (BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "1/3- 113.1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/81HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH f -75.0 [ 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR 014 SCREWS) "XO" or "OX" & "113- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /18 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR *12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X Approved as eceapiplag with Oa Florid. Da la J Bete NOAP Mloei Ode ProdaU Castro! 3/2 f /J Med IV F.K. aro: 3117.433 *ee.eder ar. Dew 12/17/72 Id. A REVISE TABLE 8, GLASS TYPE A 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 00X 1029 NOKOMIS, FL 34274 Vali* Berrer PRESSURES- X0, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 ey. NTS Owe B r 11 7045 Wraa A Turner, P.E. PE 855201 COMPARATIVE ANALYSIS TABLE 6. {BASED ON 1/4" TAP ONS OR #14 SCREWS` "0" 6' 114- 112 -1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (118 "A,.090,1 /8 "HS) B. 5/16" L)�MI (1 /8 "HS,.090,1 /8 "HS) C. 7/18" LAMI (3/16 "A,.090,3116 "1 4 1 2 0 1 4 X HEIGHT "0" "XOX" 26.000 31.000 38.000 38.375 43.000 48.000 50.625 54.000 57.000 80.000 63.000 WIDTH WIDTH NEG POS NEG POS NEG PCS NEG POS NEG POS NEG POS NEG POS NEG P08 NEG POS NEC, POS NEC POS 51.1 51.1 -47.9 47.9 38.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 Mod IN (Awn ay. F.K 72.000 74.000 79.000 84.000 90.000 96.000 10 1.000 106.375 108.000 111.000 114.000 117.000 120.000 bb. O a, 12/17/72 A B C -75.0 -75.0 -90.0 B -75.0 A -75.0 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A -75.0 B -75.0 C -90.0 A B C A B C A 8 c A B C A Ne,waaa: tlN uad 91 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 8 -75.0 C 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57,1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70,0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 58.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 Para' Pa. 6 T d ter ILaWr. F.K. 3/17/03 A REVISE TABLE 6, GLASS TYPES A d C .fl, -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -87.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -48.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75,0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 87.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.Q 58,4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 des -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75,0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3' 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70,0 47.5 70.0 70.0 X 46.2 70.0. 70.0 44.8 70.0 70.0 43.5 70.0 70.0 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 5.0. BOX 1629 NOKOMIS, ft 34274 -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3. 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 48.7 70.0 70.0 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 67.3 -75.0 -75.0 70.0 -90.0 70.0 -49.9 49.9 -90.0 70.0 -46.9 46.9 -75.0 70.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 - 48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -88.4 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 46.9 70.0 70.0 44.2 70.0 70.0 70.0 70.0 42.2 70.0 68.4 -41.2 41.2 -75.0 70.0 -75.0 70.0 -66.7 66.7 -40.2 40.2 -64.9 64.9 -39.2 39.2 -75.0 70.0 -63.3 63.3 -75.0 -46.4 -75.0 -90.0 -43.6 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -45.3 -75.0 -75.0 -43.5 -75.0 -42.2 -75.0 -88.5 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 70.0 70.0 46.4 70.0 43.8 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 70.0 70.0 42.2 70.0 41.9 70.0 40.8 70.0 63.6 39.8 70.0 38.7 70.0 60.4 37.6 70.0 59.1 Asomplowed -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -75.0 -57.3 -36.7 -73.3 NTS 70.0 70.0 43.5 70.0 70.0 41.1 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8, 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55 9 -75.0 -90.0 -41.1 -75.0 -90.0, -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -73.3 -55.9 -72.2 -54.5 -35.5 -71.0 -53.0 5 11 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 35.5 70.0 53.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -39.7 -75.0 -69.2 -38.4 -75.0 -37.1 -74.3 -60.5 -72.4 -57.3 -35.9 -71.8 -58.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 36.2 70.0 57.3 35.9 70.0 35.4 70.0 54.8 34.8 69.6 34.2 51.6 33.7 67.4 50 0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 ir PRESSURES- 0 & 1/4-1/2-1/4 XOX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOVV, IMPACT vi..b6 Barter 7045 A 0 NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Approved ore compiling oda the Date NOM Wood Dade Petalled Coated PE A38701 Mecnaricei COMPA' ATIVE ANALYSIS TABLE 1. (BASED ON 1/4 TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 ' GLAZING OPTIONS: A. 5/16" LAMI 1/8 "A,.090,1 /8 "HS B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) "X" WIDTH L HEIGH 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG _POS 19.125 A B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 26.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 86.2 -85.0 65.0 -83.7 63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -83.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 '-49.8 49.8 -48.3 48.3 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90.0 70.0 -90.0 70.0 -88.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 ' -53.8 '53.8 -50.4 50.4 -47.7 47.7 '-45.6 45.6 -43.9 43.9 -42.2 42.2 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.8 70.0 -84.4 70.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -.42.4 42.4 NOTE: "X" WINDOWS WIDER THAN B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36.000 A - 75.0 70.0 -75.0 70.0. -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 32" AVAILABLE AT MAX. HEIGHT OF 63" ONLY. IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59,0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.8 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS: 'X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 3 GLAZING OPTION: C. 7/16" LAMI (3/18 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES OF TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 WIDTH ' .•S ` •• EG '• ' -• -• N P• '• •• E -'s NE '• ' -• 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 Approved r complying *On the Florida " 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 oAO 0151~1l41 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58 0 An Product Cowell u 60.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 56.2 56.2 -53.4 53.4 3 » 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 58.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 x 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 - 41.1 41.1 -38.6 38.8 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS: "XX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) NOTE: IF USING 3/16" TAPCONS OR /Z. Ore,Z 3/ / / a 3 Lucas A Tumor, P.E. PE 095211 Mocnankmi ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -75.01 70.0 #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS' "XX" WINDOWS TEST REPORT: FTL -3580 46.7 P.S.F GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 83.000" HIGH I - 90.0 ( 70.0 Na.W DY F.K. ... 3/17/03 Thowsk.u. A REVISE TABLES 1 AND 3, GLASS TYPE A 1070 TECHNOLOGY DRIVE NOKOMIS, H 34273 P.O SOX 1520 NOKOMIS. Fl 34214 - • "Naps. PRESSURES- X & XX CONFIG. WINDOWS RA* sr D.. R.akH.: .. ALUMINUM CASEMENT WINDOW, IMPACT Rmi er Dar Aawlw' On+n er F.K as 12/17/02 c n.e,aa DS oar I Viflb g BCHICT a ••��" CA s"• NT$ °f '�` 4 • 11 '"•"�" 7045 '." A MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION AXED UNIT REFERENCE "XO° & "XOX" FRAME REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 Q ASSEMBLY DETAIL, SHEET 9 HORIZONTAL SECTION - XOX MAX. VENT l w- DAYLIGHT OPENING —I (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) MAX. VENT W DAYLIGHT OPENING j (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 Approved en eeetpeAdt Mt 1!e F i ia m o f ad . NOAH • OAP4'!iffY Miami ads roiled Control Utv B 3 /Z,'/o 3 ,, d9Y Ors. A.°_",,. F.K. 3/77103 A NO CHO THIS SHEET R .rdDy Pe 0. . Ib."nu e r need!,. 6w.n q. 0.a C'+tbo07 F.K. 12117/02 f070 TECNNOLOOY DRIVE NOKOMIS, FL 34278 P.0 OOX 1329 NOKOMIS, IL 34274 V, tibly Better e SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA•7r0 NTS 8 d 11 Ow, Ma 7048 -8 A Lucm A. Turner, P.E. PE 058201 Mettle n1021 FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159 2.139" O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 438" .434 2.854" .062" NOM. 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A 3.544" .062" NOM. 2.784" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A 2.919" Approved 81 aaplyla8 wkh the florid B aU Dore 2 ' Ap r 46121re11.4. Miami Dade rrodoct Control B B et a7 .emu 3/2//0 - neva "1 F.K. 0,.9 11, F.K. Para 3/17103 1'/17/02 A Waded a, REVISED FRAME ASS'Y DETAIL SCREW SPACING 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1626 NOKOMIS: FL 34274 GT v ;,rbg Beto r EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT PerimoVoeVe CA-740 NTS o... 9 " 11 o. e� 7045 - Lucee A. Turner. P.E. Pb 898201 MaManknd 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7033 7022 7023 7036 7042 1224 781PQA 67017K 7RX78PPSMS 7R582A 71 Ox)2FP ITEM DWG tY PGT. 4 46 50 51 52 53 54 55 68 69 70 71 72 1 7002A F.K. 12/17/02 1155 781P A # X I QUAD PH SMS 1634 7006 7040 1635 331 7011 7012 7019 7018 6TP247 VINYL BULB WSTP (THICK) 6163K SETTING BLOCK 0 CHO THIS SHEET PARTS LIST MAIN FRAMP. - HEAD, SILL & IAMBS FRAME CORNER KEY 1/2 "XI/2 "XI /8" CLOSED -CELL FOAM TAPE SASH -TOP, BOTTOM & SIDE MILS 8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI - POINT WO( LOCK SUPPORT PLATE. 10 -24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) 98 X .875 PH. PN. SMS TIN BAR GUIDE MBAR ASSBMRLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 8-32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R. 11.) 8 X 3/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 10 X .500 PH. PILL. 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (I/8145 & 1 /1117S GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3/16HS GLASS) .090 INNER LAYER - SOLUTLA OR DUPONT PVD 7/16" LAMINATED (3/161IS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVD GLAZING 130AD (5/16 ") ;LAZING BRAD (7/16 ") SILICONE - DOW CORNING 899 OR 995 PARADOND SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH 61635K SCREEN SPLONP. - SERRATED 60976 CASEMENT SCREEN CLIP 78x12PSTW/B #R X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASS'Y. - 171BE 712X1 PP1' 1112 X 1" PH. PHIL. TEX. LOCK SUPPORT PI ATE LOCK SPACER 711573 SNAP -ON T- HANDLE KNOB 7FLDHD FOLDING HANDLE DESCRIPTION 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34273 P.O. BOX 10211 NOKOMIS, 01. 34274 ITEM 73 74 75 80 81 82 83 DWG 7025 7016 7005A 1155 7010 7007 .050" PGT. 9 75834A 78I PQA .706" �--- -I f .865" 993° .289" 40 5/16" GLAZING BEAD .040° - 1 MAT'L: 6063-T8 63 INSTALLATION HOLE COVER DWG# 7036 MAT'L: 6063 -T6 DWG# 7007 .523" -1 r- .050" rt .865" C)7/16" GLAZIBEAD MATL: 6083 -T6 DWG# 7042 .040" 1.000" u -I .423" -- 1.-- CD CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 VirN7y Berter OstorAbett CA. PARTS LIST CONT. MAXIM SINGLE LOCK SINGLE LOCK KEEPER 8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD SILL & IAMBS R X ISUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .125 " --- .062" -- J PARTS LIST & EXTRUSIONS NTS 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A ALUMINUM CASEMENT WINDOW, IMPACT 10 • 11 DESCRIPTION 1.124" �---" L .093" m+n w 7045-8 2.701 A Approved an complying nl18 IYe Pl.Hee : •'og 'F Dete 2 040M .. 4'C War Miami Osde Prodoci Co.NOI Div Dy O — Gt 3i 2/ /o3 Lawn A Tumor, P.L. PE 058201 MecheOcol APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) NOTES: ke«a OF as: F.K. 3/17RO 1AA.A LA. F.K. 1/4" MAX. SHIM #12 OR #14 SCREWS I r +� 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 114" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 r ._ 1 BELOW AND SHEET 1, NOTE 4) • De• • 0. Dan: 12/77/02 •gb"s. A R«eu/e Fie Ahoy MuM Or APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM --1 T . 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1„1,,,..r,. 1 1/4' MIN. — EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE ADDEO 214 SCREW OPTION Dr 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1070 TECNNOLOOY DRIVE NOKOMIS, FL 34770 P.O. SOX ISM NOKOMIS, FL 34274 APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) — 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK -11/4 MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT e.ne+eae, CA -740 tl «e N I1 "' 11 APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. o.-o w 7045 -8 A 1 1/4" MIN, EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 ".THICK A pproved ee complying with the Pluck!. 11 •tI Dore # D NOAH Miami D de Product Coe . • Div By 3 Lucas A. Turner, P.E. PE P58201 hiecnomeei VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT I (S ■Lsl `-- the legal property owner, for the property Located at: 1' - € 5 .€-F ) S asst - R_ • 33 Legally described as Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S. 489.103(7),And I have read and understand the following disclosure Statement, which entitles me to 3ork as my own contractor, I further understand that I as the owner must appear in person to complete all applications. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence or a farm out - building. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with - holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) initial of reviewing clerk. 'Did foregoing instrument Was acknowledged before me this day of r� A 20 d' By • Q- Owner Owner who is personally known to me or who has Produced as identification and who did take an oath. i i�iarrt.i SIiorp� Vi�Ccc�e 'STATE OF FLORIDA) COUNTY OF DADE) The undersigned Affiant, S2- - -, does hereby attest that the (property owner) attached survey, performed by (name of surveyor's company) performed on g-- i --5 , is an accurate representation of the existing conditions and (date of survey) locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than six (6) months old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. Ger, Vill,, Witness(sign and print) ess si( ign and print) SWORN TO AND SUBSCRIBED before me this A- day of Affiant is impersonally known to me, produced as identification. Owner's Name and Address Registered Architect and /or Engineer._. Name and address of licensed contracto Location and legal decript' C 'v Lot_ • . ' Disapproved } (Signed) L- G lot to be built on: ockock Street and Number where work is to be done New Building Remodeling To be constructed of Building Insp SHORES CIO X39 DING 06 15`_'C C7 ION Q[ f = TO N FoR BLIILD0 M PERMIT a Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied w* er herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. • a - -- - - - _ !mil -1[a. -• --_ - -- -- - - - - 8_! -0 Subdivision__. - 5' . f State work to be done and purpose of building (by floors)._ . _ 4 - and for no other purpose. Addition__ Repairs No. of Stories Kind of foundation Roof Covering. ...._ .__. or 7 Estimated Total cost of improvements $___ _�_;':'_.' �1____ ; ~_ Amount of Permit $ 7- Zone cubage required __ plan Cubage__ Distance to next nearest bufldin g. Size of Building Lot_ Maximum live load to be borne by each floor___ I hereby submit all ill., pla ^s and specifications .ur skid building. All notices with reference to the building and its construction may be sent to. — The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such r. ontractors, .n erk to be performed under this permit, as are licensed by Miami Shores Village. Remarks -- - -..... - - - -- -- - - -- (' •.ned - -- - - -- -- LLAG E EFAMTMENT Date My Commission Expires No._ \ \ Street Read, Sworn to and Subscribed before me. Notary Public, State of Florida STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No / 3 J ANNING BOARD__ _ _ DATE Chairman Member Member Member .. _ Member _ . - . ___ __ _ . Member Council Approved Date Disapproved .Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper not a tor insp ion or faulty materials and /or workmanship. - 1 r T lit_ L - _ --= 1 :7 , (- _ ,? f 1; • r 1 M 4_ 7 1 70 vr nr) Fr N E\V i) F L A A r • •r -r Az. T W 711 u — 1 Y FLU tN NE„vv 4,0,‘ 3750 N.W. 46th St. Miami, FL 33142 1901 N.W. 18th St. Bldg. D North Pompano Bch., FL 33069 6 -15 -95 Building Department of Miami Shores To Whom It May Concern: This is to inform you that Permit # 37080 araffia Arracc' p1-a at 127 N1 97 Strpet has been cancelled by SeaView Industries, Inc. We would appreciate a refund for any Permit Fees that we have paid. Thank you for your prompt attention to this matter. If you any questions, please contact me at 633 -9650. Sincerely, Gordon P. Stutts Qualifier '',' p LEE C. PICKER MY COMMISSION # CC406819 EXPIRES September 13, 1998 BONDED MU TROY FAIN INSURANCE, INC. INDUSTRIES, INC. FOLD -A -GARD ROLL -A -GARD TROPIC ROOMS Miami S. Broward /Dade Broward Palm Beach Fax 6--/ 6o�� INSULATED FLORIDA ROOMS (305) 633 -9650 (305) 944 -9213 (305) 960 -0110 (407) 734 -4339 (305) 634 -9060 for have AWNINGS BAHAMA SHUTTERS CARPORTS SCREEN ROOMS SUNROOMS PATIOS STORM PANELS • BUILDING P �M N� ` ❑ PERMIT N9 ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect or Contractor Builder q ° r Builde � �" 1� -�%C � o ,s,,- 3�il-Z -e-�>>�a,<c?4 Legal Lot 11 Description 11 BI. Address of / ; 7 -77- . 9 ,s �_?,Y U CONTRACTOR or BUILDER MIAMI SHORES VILLAGE, FLORIDA pl/ Date // �/ /8 1 Subdi- vision Sq Ft Value of Project 15 , 94r) �) AUTHORITY 19 C V Contractor's License No. ? S� II Amount of 11 Permit Permit $ '3.tp Alo ` T.f v 'c9 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device describ d n'the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether own on ae plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employe-s. Signed • +ira (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation. _ pertaining thereto and in strict conformity with the plans, drawings, s to t1 or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I a responsibility for all work ether, m elf, my agent, servant or employee. THIS CARD MUST BE DISPLAYED ON FRONT OF JOB. Iheige4 Owner BUILD No. 3 70 BUILDING Tie Beam Framing PLUMBING Temporary Toilet Septic Tank ELECTRICAL Temporary Service Air Cond. SPECIA Alm._.. Yard Spaces Sheathing Slab Rough Fixtures Rough Ducts Contractor Lot Subdivision Address ha, `n G . 97.9•Agab NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. No Night Work. Foundation Pool -, Floor us Roofing Final Mechanical Block Top Out and Tub V Fixtures Final Serv. Slab PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7/Zo 1 OD Job Address) r 2. 7 !v E 9-7 ST Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant)( ..0 1 . ;U r {; N n G.-- t /(7,..64.!2C A y tic T - Owner's Address Phone C Contracting CciK �� Address &r�`� sp c `�' Ft - 6,x 7 Imo/ Qualifier fl SS# Phone State # Municipal # Competency # Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one).4 ELECTRICAL WORK DESCRIPTION Square Ft. Estimated Cost (value)) 2t C ' ) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY OF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in cqp pllance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Date �1ture yff o tract r or Owner - Builder Notary as to Owner and/or Condo President Date My Commission Expires: RADON Address No My Co Master Permit # PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN as to Contractor or owner - nrnission , Ins. Co. 7/2,, / e s Go C.C.F. • 0 NOTARY BOND r , TOTAL DUE Date APPROVED: Zoning Mechanical Plumbing Structural Engineer Building �/ ' r Electrical t MIAMI-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application for Product Approval of: Chapter 8 of the Code of Miami -Dade C-700 Ou�H,g�gjwninum Casement Window PRODUCT CONTROL DIVISION under Chapter County governing (305) 375 -2902 FAX (305) 372 -6339 Im pact Resistant (5/16" completely described here' g �$ the use of Alternate Mate als and Types County Building Code lately lance Office (BCCO) been recommended for acceptance Da Construction, and comp e under the conditions specified herein. the Miami -Dade This approval shall not be valid after the expiration date stated below. BCCO reserves product or material at anytime from a jobsite or manufacturer's plant for control the tin to secure this If this product or material fails to perform in the approved manner, BCCO may testing. odi y the use of such product or material immediately. BCCO reserves the right to rcvoke modify, e Slur approval, 1, suspend or determined BCCO that this product or material fails to meet the requirements of the if it is Code. South Florida Building The expense of such testing will be incurred by the manufacturer. Acceptance No. :98 0501.01 Expires: 01/28/2002 ;Raul Rodriguez THIS IS THE COVER,SHEET, SEE ADDITIONAL PAGES FOR Chief Product Control Division SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product A and Pro Review Co y pproval has been reviewed by the BCCO mmittee to be used in Dade County, and Approved by the Building Code ty Florida FIorid under the conditions set forth above. Approved: 01/28/1999 Internet mail address: postmaster @buildingcodeouline.com It) Horneroarae• 1 of 3 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (30S) 375-2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 rancisco Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Vinyl Tech/Progressive Glass Technologv ACCEPTANCE No.: 98 -0501.01 APPROVED : JAN 2 8 1999 ;+ EXPIRES' 1 : JAN 2 8 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves an aluminum casement window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements is determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series C -700 Outswing Aluminum Casement Window — Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No. 339, Sheets 1 through 4 of 4, dated February 13, 1998, with revision B dated 1/12/99, prepared by Vinyl Tech/Progressive Glass Technology, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. LNSTALLATION 4.1 The aluminum casement window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this produc will n, t require a urricane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufactur'er's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official of the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2of3 Manu Prods P.E., Product C 1 Division trol Examiner Vinyl Tech/Progressive Glass Technology 9. This Notice of Acceptance consists of paces 1, 2 and this last page 3. ENT) OF THIS ACCEPTANCE 3 of ACCEPTANCE No.: 98- 0501.01 APPROVED . : JAN 2 8 15'3 EXPIRES JAN 2 R 200 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process, •b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manuel P -rez, .E., Product Product - . . bI Division trol Examiner • TYP. HEAD, SILL JAMB re MAY. —.25C 144X. TYP. HEAD. SILL JAMB 2 315 TAPCON NO C SINK REO. •• ' I x WOOD .250 F~ BUCK MAX. TYP. HEAD, SILL JAMB 1/4" TAPCON '- NO C'SINK REO. J X WOOD • .250 BUCK UCK TYP. HEAD, SILL JAMB /r 7.250 -- "•1 MIN. ZG • ,)1(,(1/ze • a Rev.bon�: Uolu.al: Jror1 ay D.U. Rowed V$ D.B. Vendor Ao. NOTE: REFERENCE TEST REPORTS & COMP. ANALYSIS SHEETS FOR ANCHOR SPACING & STARTING POINTS. 2/13/98 N 1 a 12 99 Scolor AP ?ROi'ED AS COMPrell4 Prlh T)q SOUTH fRORIDA BJ30:AG CDDE CAI • . 9 BY % . PRGDUC f1>;01 D1VIS:0N (J ELII.t M CODE COW .hC[ C is •.:E ACCEPTANCE no q8- 05OI. 0 I paa�dieol:a..; Nscripl.on: 1w•. Vw M ON/ ./ f aegw rod, Cu .': Senes /Nodek 1let �+ C 700 AA'CH. . .,... s1oft..e. o.... r — TYP. CASEMENT ANCHORAGE " 337 P.O. BOX 1529 NOKOMIS, FL. .34274 Se: r owing B 33 Sneer 4 OI 4 r —• 74.00 MAX.. 31 1.i,52 2.000 .250 MAX. SHIM SPACE _ E SECTION A —A U n a !J _I u ?50 tiara. SHIM SPACE /A ' • Revisions: _ SECTION B —B .500 GLAZING OPTION: 5/16"(.350) W /MONSANTO I NTERLA YER OR 5/16"(..3.50) W /DUPONT INTERLAYER ♦i.•.. ua MQap r /L'd AZ/ �' IblerioC C•ostancotion: /L/ Urovn 8y: Cot - l• 0.8 Revises By. D.B. noon No Serie, /II.JQ,.''. 70 •••••••• r •••• n or, n.. •.r.. AFPR.LED AS CO■lrirmG 3C'J1= fLOR:Dit Bun):!;.: CA11J OY FPCDU CO Ol O1Y:S.01 BUILDING . COC CQMF1VAf'CF. OFFiCi ACCEPTANCE Y0. —n501- eC ol0i ?y1 ll em• Sneet: SECTS. I 3 . :J 4 1 %;2/99 HORIZONTAL & VERTICAL SECTION'S Scale: Add "" • P.O. BOX 1529 s.ce• vra•mg Na.: ... fie v. N. T. S n fOKOMIS L. 34274 63 359 _ TYPICAL MAIN r inDivrp rAL,Z1 NOTE; OTY'S IN BRACKETS ARE FOR X CONFIGURATION Dnr* D.B. 2/13_198 R errs fa oy: D. a '° 1/i2/99 [Vendor km: Scee: 1\ . T. c Clan if eo Gen: De 14raerlkm 11./V lotamess !Prod. Cerepory. CASEMENT XX —a- P.O. go mni/r.AAK‘ C7 74 700 A AS CC` 4r1 V SOUTH Tal;'.7.:. 811:0 4_12 cc, BY PRODu: ClNIRUI DIviE.CN C.) S ..11L1.5C01/PLIA L INCE CF:E ccurr ro esstve 14.■•••■••• 11 W../ • Coo. 6.4•••• O r ov.e...g 0.• 339 tech,' Snee;• 2 a 4. I if DESCRIPTION QTY. • — LOCATION VENDOR VENDOR 9 I 1 644588 FRAME HEAD. SILL, JAMB 4 (4) 1 oL INDALEX ALUMAX GAS- AF-99'9 2 699.99 FRAME MEETING RAIL 3 69574 SASH HEAD', SILL, JAMB 8 129 ALUMAX AF-95 14 9 781P0A 8x1 SCREW PAN HD. QUAD. 24 (18)(main fromilsosh ossy. screplsj 4 (4 FASTEC IND. PRECISION MB. 5 7CORNMLC LG. VAIN FRM CORNER KEY 6 7CORNMSM SM. MAIN FRMJSASH CORNER KEY 12 18 PRECISION FAB. 7 40712 PLASTIC MAIN FRM. CORNER KEY 4 ( ? VINYL-TECH. / PGT 8 60200K W.STRIP, .190 .200 OLON x 1 2 in vent top roil) SCHLEGEL CORP. 0200x790 9 60150K W.STR IP, .190-- x- QLON 6 at vent bottom & side roils) SCHLEGEL CORP. 0150x190 10 6FRMBK MAIN FRAME BULB WEATHERSTRIP ,3 4 4 in main frame) PROTOTYPE PLASTICS FP 176 &LAC' 11 49004 SASH LOCK 2 2 I.h. (r. Iamb, 12" from ends) VINYL-TECH. / PGT 49004 12 7KEEP SASH LOCK KEEPER • 2 2 fvent mtg roil, 12" from ends) TRUTH HARDWARE 208000 13 7CAOR/L CASEMENT OPER. RT/LEFT 2 1 0 lower right (come corner) TRUTH HARDWARE 23 -19 -23-00: 14 7TRAK OPERATOR GUIDE TRACK ' 2 1 1 der ooerotor) TRUTH HARDWARE 30175 15 7CEHG STANDARD HINGE 2 1 0) riohl frame corners) TRUTH HARDWARE 35.10.00,1G1 16 7105 1 BPPA 10):5/16 SCREW PAN HD. PHIL 12 (6 ) opera tor/hinge/trak screws) MERCHANTS FASTENER 17 5/15" .330) W./MONSANTO INTEMAYER 2 LI H.P.C. 18 5/16 .350) WIDUPONT INTERCAYER 2 (I H. P.G. 19 653457! EXTRUDED GLAZING BEAD ,. 8 (4 ALUMAX 53457) 20 62899C SILICONE .. DOW CORNING 899 21 6SM55W SEAM SEALER SCHNPE- MOREHEAD SM5504 22 6TP248 VINYL BULB WEATHERSTRIP 5 (4) TEAI4 PLASTICS TP-248 TYPICAL MAIN r inDivrp rAL,Z1 NOTE; OTY'S IN BRACKETS ARE FOR X CONFIGURATION Dnr* D.B. 2/13_198 R errs fa oy: D. a '° 1/i2/99 [Vendor km: Scee: 1\ . T. c Clan if eo Gen: De 14raerlkm 11./V lotamess !Prod. Cerepory. CASEMENT XX —a- P.O. go mni/r.AAK‘ C7 74 700 A AS CC` 4r1 V SOUTH Tal;'.7.:. 811:0 4_12 cc, BY PRODu: ClNIRUI DIviE.CN C.) S ..11L1.5C01/PLIA L INCE CF:E ccurr ro esstve 14.■•••■••• 11 W../ • Coo. 6.4•••• O r ov.e...g 0.• 339 tech,' Snee;• 2 a 4. 6.5.000 WAX. 62 50 .5.000 11.000 CEN1r. ✓ 4.000 4.000 ---� --1— r40.000 / f 1 1 SI • 7 J�,2: 95.125 74.000 MAX. 6.1 Z5 / LARGE MISSL,E IMPACT WINDOWS 1 -) G:AZiNC-. 5/15- (..350) LtMINA1"D W /WEVM NJ7EALAYFR !t /a . /a- CLtiri 0) 1,U .5/r6• (35iNA w /uONSANTO /NTERLtYCR (1/87,090/t/9 2) CONPTCUR4nQYS: X XX J GES101,' PRESSURE PAYING: 475 P.S. .F. — 7° P.S.F. PAX 5 FROM EACH CORNER 2 Ait UO1'S 4' APAR ; i' thVW E141.14 X_F77NC RAIL WM. 51 47 HEAD ek SILL: 11.000 114X. SPACING AT JAMBS: 11.000 5.) 51.41.1ThER REOU1REAl!WT NO SifU77FR5 REOUIREO 6.) R(FEREA'CC TLJ'T RcPORr F7L -2246 5.000 5.000 1 1.000 u4 5. 1113 00 P.tio:ono: 5 000 T7 ?. - f 2/13/98 )7712/99 Sea*' N. T r dEO 30 125 r0 greSSIVentASSI eCh T Cro.atrKOson: LL,ntPLen: 32.000 MAX. iod. Ca�C�' 11.00 SPACav0 5.000 S.riea /Modal• Add",sc P.O. BOX 1529 NOKOMIS, FL. 34274 row sh.e 7 d 4 700 FRONT VIEWS, ELEVATION -: _(XX) 3b.: APPRCVEJ Ai CO\R;Y!t t" IN 1:1: OA1 =�Ila BY nom C OCIRU: Div S :n 6UILOUIC CODE CCiGLi4NCE. OFIICE �: .,�.0 niw i C N C , c 5n a. "5»I No: 339 ROLLADEN INCORPORATED CUSTOMER NAME 6f2,4C / �J�C seiler4 JOB ADDRESS Lc '- BILLING ADDRESS /27 Ab 6 Q7 ST N 4.14( V /fex'e , 77/,' PROPERTY OWNER 1/4 TELEPHONE OTHER PHO We propose to furnish and install the foliowina: Rear TOTAL AMOUNT OF CONTRACT - 1/3 MINIMUM REQUIRED /3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS; • bcati ` gVg3 X w mere 1 o QTribd 11 te- -[721n1 A /Vu /fr Aacer'i1G7 0 v-t / Sic, r , . / TOTAL r pp. (L`* ' 1 O ROLLADEN INCORPORATED CUSTOMER NAME 6f2,4C / �J�C seiler4 JOB ADDRESS Lc '- BILLING ADDRESS /27 Ab 6 Q7 ST N 4.14( V /fex'e , 77/,' PROPERTY OWNER 1/4 TELEPHONE OTHER PHO We propose to furnish and install the foliowina: Rear TOTAL AMOUNT OF CONTRACT - 1/3 MINIMUM REQUIRED /3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION CUSTOMER NAME 6I2,4C ' 7t SC/1 4 JOB ADDRESS Cri BILLING ADDRESS /2 ,J•6 Q7 S� / ( � • 77C42 ` / PROPERTY OWNER 7Ire TELEPHONE OTHER PHO We propose to furnish and install the followin Special Instruction: d� l GiDY E a iiS Is electrical labor for motor and switch installation by Rolladen included in this price? YES4. NO ❑ Is high work required? YES ❑ NOV (0311 Building: (Initials). I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required ROLLADEN INCORPORATED TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if 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 11/2% 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? YES , NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Produ e to be installed premises situated in �� o St ate of (/ y. owned by Purchaser and desc ' ed as Lot Block Sub Division 4 i %n/ifflir4 Folio # �. _ A f aj I/Za0 CONTRACT SUBJ 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 mail. This notice must indicate that you do not want the goods of 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." EXECUTE I IN IX COPIES e E OPY OF HICH WAS PELIVEREDTO,AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER THIS AY OF - ft � At AO TA (Salesman P ROL -5 (X) ORDER NO. 0 7 r (3S/ L CUSTOMER Me1fU nrcIrc (Purchaser Sign Here) (X) (Accepted & Approved) - (Purchaser Sign Here) Page of t UNIT NO. PRODUCT CODE DOOR WINDOW ROOM ACTUAL OPENING SIZE WIDTH X HEIGHT ROLL SHUTTER CRANK ONLY OPERATION MOTOR ONLY MOTOR & CRANK COLOR SELECTION PROFILE FRAME SPECIAL INSTRUCTIONS 0 X bo,frft, `ing3 x wkrr� o - . ! L r . .z... • 1 u " Arrire ®(fr+ ibe / SGL rT1 , . S TOTAL pp. cecs- 11 0 TOTAL AMOUNT $ 3o q0 7 Rear Indicate by number counter clockwise ® Omit OF CONTRACT POS - 1/3 MINIMUM REQUIRED -tom) JO L '0 0 Oa CD /3 DUE PRIOR TO COMMENCEMENT OF INSTALLATION $f o O I BALANCE TO BE PAID TO INSTALLER $ !c via •oD Installation to begin in approximately to (Q weeks Front from date of receipt of deposit. This is only a estimated time and you will be contacted to schedule the actual installation date. CUSTOMER NAME 6I2,4C ' 7t SC/1 4 JOB ADDRESS Cri BILLING ADDRESS /2 ,J•6 Q7 S� / ( � • 77C42 ` / PROPERTY OWNER 7Ire TELEPHONE OTHER PHO We propose to furnish and install the followin Special Instruction: d� l GiDY E a iiS Is electrical labor for motor and switch installation by Rolladen included in this price? YES4. NO ❑ Is high work required? YES ❑ NOV (0311 Building: (Initials). I have received a copy of "Notice of Consumer Rights Under the Construction Industry Recovery Fund" as required ROLLADEN INCORPORATED TERMS OF PAYMENT: BALANCE OF PAYMENT IS DUE UPON INSTALLATION. When Building Codes require a final building inspection or if 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 11/2% 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? YES , NO ❑ (If NO, fill in Owner's name and address in space provided at top of form.) Produ e to be installed premises situated in �� o St ate of (/ y. owned by Purchaser and desc ' ed as Lot Block Sub Division 4 i %n/ifflir4 Folio # �. _ A f aj I/Za0 CONTRACT SUBJ 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 mail. This notice must indicate that you do not want the goods of 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." EXECUTE I IN IX COPIES e E OPY OF HICH WAS PELIVEREDTO,AND RECEIPT IS HEREBYACKNOWLEDGED BY BUYER THIS AY OF - ft � At AO TA (Salesman P ROL -5 (X) ORDER NO. 0 7 r (3S/ L CUSTOMER Me1fU nrcIrc (Purchaser Sign Here) (X) (Accepted & Approved) - (Purchaser Sign Here) Page of t Customer: � RR10.5 c4 1 A CJ VC Cc I 17 N- .. S4v er SLv.cs, Pt, 33t3% Width Height Product Anchor Widilt Height Product Anchor East b Shutter Schedule Criteria Data Mean Roof Height: Exposure: Root Slope: Elevation: End Zone: WIND CHART Design Positive Negative Int. Zone: Negative End Zone: Loads Contract 11: Color: Date: CSASA357'aka 5 • ROLIADE N 511UTTCR5 CU9TOM[R RaR A YA et 0 W St+.we S Hood: Bottom:', comma • G4- E4 • DATC; COLOR h. P „tf,....---- -• 1 ,0 $ci T k. - I Poi roQ- a \ J \LS' A= i tt 4.k P-t LI50 Hood: Ll R.CAO Bottom: SM 0 .I:OLL5•UUTTET: OIME 1510145 1 Hood: Bottom: BUILDINGS EQUAL OR LESS THAN 60 FEET HIGH Basic Wind Speed I46mph, Importance Factor -1.0, Exposure `C' PER A.S.C.E. 7 -98 (ENCLOSED) MEAN ROOF ELEV. FEET ROOF SLOPE > 10 DEGREES. TRIBUTARY AREA = 10 SQ. Fr. ROOF SLOPE < 10 DEGREES TRIBUTARY AREA = 10 SQ. FT. ZONE ZONE ZONE ZONE ZONE ZONE 4 &5 4 5 4 &5 4 5 (;) ( ( -) ( +) (-) (-) C4 /, 62.3 41.9 452 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 53.6 58.2 71.9 48.2 52.4 64.7 35 55.2 59.9 73.9 49.7 53.9 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 70.3 50 59.7 64.8 79.9 53.7 58.3 71.9 55 60.8 65.9 81.4 54.7 59.3 73.3 60 61.8 67.1 82.8 55.6 60.4 74.5 WIND LOAD TABLES FOR SHUTTERS APPLIED OVER COMPONENTS PER A.S.C.E. 7 -98 (ENCLOSED) BASIC WIND SPEED: 146 MPH. ROLLADEN SHUTTERS INC. 550 ANSIN BLVD. . HALLANDALE, FL. TRACY CONSULTANTS INC. (IP) 4660 SW 128 AVE.. SOUTHWEST RANCHES, FL., 33330 (954) 434 -5035 BI. ILDING PERMIT APPLICATION FBC: 2001 Permit Type (circle): Own :r's Name (Fee Simple Titleholder) 44 l .4-_rc t 77/ Phone # j S W7-14 S55 Ownd:r's Address /4 N I C•• cr7 City /4'4*W/ Maga State Fe ` Zip 3 3 /J? Tena it/Lessee Name Tel: (305) 795.2204 Fax: (305) 756.8972 Job .kddress (where the work is being done) 7 M . c , 17 S r City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO c� Con ractor's Company Name re) Contractor's Address ' ci_ /J ', , A; /1) / l %�' , , f 1 T - / City State iU (/' tali Zip .,) 3 <: C. Qua:ifier f/'t t / rr Arc iitec�Engineer's Name (if applicable) 7)/ /4 /,' j O ( (i R P Phone # $ V:due of Work For this Permit Type of Work: rJ Addition Des :Abe Work: . T // ( / / // -) Q( !it //U i7/7 /C A, �; .S1/6; i_76 (' _S 0 Sut: mittal Fee $ _b , Permit Fee $ Notary $ Training/Education F Scanning $ 3o Radon $ Coyle Enforcement $ "' Structural Plan Review. $ Tot al Fee Now Due $ (Continued on opposite side) Building e ra c 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 9 0 ,,T 3 Miami Shores Village Building Department Electrical Plumbing Mechanical Roofing ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * *** * * * * * * * * * * * ** F ees * * * *** * * * * * * * * * * * * * ** * * * * * * * ** Phone # zip 37 l l0 Phone # 6. - • .5 Square Footage Of Work: Zoning Bond $ Permit No. Master Permit NQ• 1 o 3 j • ' ( r/ CCF $ p ( CO /CC Technology Fee $ c j C7 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 • •sence . ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature NOTARY PURL : Sign: APPLICATION APPROVED BY: Chc 12/15/03 r Agent The foregoing instru day of . ° .. y , 20:x by` who is personally known to me or who has produced was acknowledged before me this Signature Sys, As identification and who did take an oath. �Y�� C.R. CURTIS otary Public - State of Florida �� •� forty Cuts. AssIan Dgatea 18, 2008 Print: - P Commission # DD294277 ,f � 2T' Bonded By Naflonai Notary Assn. My Commission Expires. — — — - — — — — — — — — State Certificate or Registration No. ( :mil a, ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contracto The foregoing instrument was acknowledged before,me this day of S ! '1= 2( by i v t :._.c a> , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: '1/4_ Print: My Commissiorilxpires: .4 • " "v li f C.R. CURTIS I ��i `c: No y;Pubiic - State of Florida ` a ` ; h41rC r �als4iAskxf FxrePcApr 1 (1, 9(OL 7 • I t ♦ ' -eg ; P: Commission # DD294277 ■ = Su, n.kx1-Bp -H* I Certificate of Competency No. - 4 ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning A RECORDED COPY MUST 8E POSTEO ON THE JOB SITE AT TIME OF fiRSt INSPECTION PERMIT NO. TAX FOLIO NUMBER: ! / 3A O ( " K W 62 Q THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with Chapter 713, Ftori& Statutes, the following information is provided In this NOTICE OF COMMENCEMENT. 1. Legal description of property and street address: ,� A (Street address) /a AI. e.. 97 Sr /14 /( �/ �[ f .c1+o g , ' t, 33/3E fe des /9 �Z B O o stal 4E( ; f 1(4 y 1 s' o e6 S / 2. Description of improvement: install hurricane shutters 3. Owner(s) name and address: Enamel 6/24Ce ,#/zrASe 6 riel Name and address of fee simple titleholder: 4. Contractor's name and address: Rolladen. Inc. 550 Ansin Blvd.. Hallandale, FL 33009 5. Surety: (Payment bond required by owner from contractor, if any) Nei 6. Lender's name and address: rlia 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(IXa)7., Florida Statutes. f_nareel 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. {name) (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 specif "K Signature of Owner. 7 4- Print Owners Name: S to and subscribed bete this C. day of ltd' le Notary Public: (Notary ,pl Prepared by and return to: �xC - �C.T 3a�;S_ - - - t Cis NOTICE OF COMMENCEMENT Interest in property: C7 Ca. i v rile_ STATE OF FLORIDA: COUNTY OF DADE: (address) C.R. CURTIS o.� -; ;Notary Public - State of Florida •IfsrtyC.ommIssion BytesApr C ommission # DD294277 oF ,, ,P Bonded By National Notary Assn. tit 33 11111111111111111111111111111111111111111111 CFN 2O04-R0737373 OR Bk 22548 F9 3220; (1P9) RECORDED 08/23/2004 12:42:11 HARVEY RUVIHP CLERK OF COURT MIAMI -DADE COUI4T'Y, FLORIDA LAST F'AGE Rolladen, Inc. 550 Ansin Blvd. Hallandale, FL 33009 Miami Shores Village 10050 NE 2nd Avenue Printed: 9/14/2004 Applicant: Owner: ARRASCAETA GRACE JOB ADDRESS: 127 NE 97 ST Contractor ROLLADEN INC Local Phone: 305 - 757 -8591 Parcel # 1132060132460 Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -1230 Contractor's Address: 550 ANSIN, 'L 5 PAID Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 19 & W1/2 LOT 20 BLK Fees: Description Amount FEE2004 -9300 Building Fee $100.00 FEE2004 -9301 CCF $2.40 FEE2004 -9302 Notary Fee $5.00 FEE2004 -9303 Training and Education Fee $0.80 FEE2004 -9304 Technology Fee $2.50 FEE2004 -9305 Scanning Fee $30.00 Total Fees: $140.70 Total Fees: $140.70 Total Receipts: 10:06 a A Permit Status: APPROVED Permit Expiration: 3/7/2005 Construction Value: $3,090.00 Work: INSTALL 1 ROLLDOWN HURRICANE SHUTTERS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, 1 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n rtoc lP YS Permit No. 6P O — 1 230 Name Address (2: Pt q Company RIQC1G { Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE • BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date f #f) Type Insp'n L A; • Permit No. -gf , Name Address Approved Correction Re-Insp'n Fee /ry , 4 ,, 0 ( 1" -- • l; u •. 2 L • 4.1'1 compan it . Phone # Inspection Date A Type Insp'n Permit /( Name A / ` ai c r . 4` P 7 Address / '�, w 7 Company Phone # Inspection Date MIAMI SHORES VILLAGE U \ BUILDING DEPARTMENT o 305- 795 -2204 (/ Building Inspection Request U� Date / 0 CJ 14 Correction Re- Insp'n Fee 1.L Tre v s Q( /3 )&e> tr' t co 1 Ct In S P - C L t v VL_, MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Datel 0 Type Insp'n 5hof Permit No. E I 0 (4 - -,a5 z( Name it CQ Address 14 Y v L q 54- Company p..31 letac ') Phone# — 7 57-75 5c Inspection Date IQ Approved Correction Re- Insp'n Fee 3Pcl( -(23c Z2 qSq -PPS • 4MS MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date:: 3 2L Type Insp'n , )Irv. )V lei Permit No. a a L Name J .� � ; A� Address ; ;;I:1 Company )- �`; ° l T C O Phone # - 157- S l I Inspection Date )()V -% ° 7 7 Approved Correction Re- Insp'n Fee ❑