Loading...
WS-15-1183 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-234968 Permit Number: WS-5-15-1183 Inspection Date: October 14, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: MUNOZ,JAVIER Work Classification: Window/Door Replacement Job Address:75 NE 98 Street Miami Shores, FL Phone Number (305)970-5368 Parcel Number 1132060131160 Project: <NONE> Contractor: SUPERIOR REPLACEMENT WINDOW Phone: (305)256-1411 Building Department Comments REPLACEMENT OF 16 WINDOWS AND 1 DOOR Infractio Passed Comments INSPECTOR COMMENTS True 06-04-15 I. Naranjo Stop work order issued. Contractor fail to comply with Building Official comments after been notified of the corrections required in order to comply with the requirements of the approved product Florida Building Code. Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 October 14, 2015 Page 1 of 1 Miami Shores Village RE oc, of 2015 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit NoK/.S-3= /f-//8 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP I ' 1, , L CONTRACTOR DRAWINGS JOB ADDRESS: /y qp A S6 WG 7 City: Miami Shores County: Miami Dade Zip: S 313 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: n OWNER: Name(Fee Simple Titleholder): �(�,_% ger' MIAs i) �i Phone#: SOS (f 7d Address: A8 City: �� w► l�C�r� 1 State: '�� n Zip: J Tenant/Lessee Name: Phone#: Email:. ra CONTRACTOR:Company Name. / hone#: Address: City: State: Zip: Qualifier Name: Of Phone#: State Certification or Registration 4. Certifi�te of Competency#403 eSOO y6� DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑/ Demolition Description of Work: s 51 6cv A /L%d'- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ f TOTAL FEE NOW DUE$ �J (Revised 02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,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 whoseproperty 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. 1 ► - � Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument wa acknowledged before me this The foregoing instrument was acknowledged before me this �y day of S,Q t�� 20 by �? day of 15' t247J. n k.J --�— , 20 _, by who is personally known to 1 z r ,who is personally known to me or who has produced _� L. as me or who has produced as 1111111111111/ identification and who did take an oath. identification and who did take an oa ��1 GUEVq '9q NOTARY PUBLIC: NOTARY PUBr: •.�p�Q A2,2c6p� i do Sign: Sign: / i N P, Print: _ Print: Seal: Seal: �� 1I 11�1N1E����! j 51r rlia A!v,a z APPROVED BY 1J _ Plans Examiner _ Zoning Structural Review Clerk (Revised02/24/2014) / • . ... . • . •r -.-- . ... . . . . .0 OCT 0 12015 7` I ENGCO Lac. ... ... �3Y. Engineering S+Ges. . . .. 21, 2015 . . . . . . . . . . ENGCO,Ina CA 8116 •• • • • •• ••• • 5595 Orange Drive 210 • • • • • • • • • Davie-Florida-33314 •• i•i i i i•• i• • Tel.:(954)585-0304 Fax:(954)585-0305 • • • • • • • • ENGCO@AOL.COM •• • • • • • ••• •• To: City of Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, Florida—33138 y Ref.: Permit number:WS-5-15-1183 Mr. Munoz Residence-75 N.E. 98 Street, Miami Shores, FL Inspection findings based to verify windows and doors installation To whom it may concern: Uj To the best of my knowledge, based on the site visit and pictures provided by the contractor we found the installation for the windows and doors in accordance with the product approvals and Miami Dade one time approval. The inspection was limited to the following: 1- Not all bucks and shims were able to be inspected at the time of the visit. We had to rely on pictures provided by contractor and limited field inspection. 2- In order to validate the pictures, the homeowner allowed to have openings mark#3, 5 and 12 exposed from the inside to verify and confirm existing conditions. 3-All product exposed anchorage lay-out were in compliance with the recommended manufactured product approvals. Engco Inc has no financial relation with the manufacturer, contractor or/and the owner. If any further information is needed please contact our office. Sincerely, 17-21 BY DATE SEP 2 8 2015 r ,, r G-F,; Pedro De Figueiredo, PE 52609 President 'C� d r • • ••• • • • ••• •• •• •• •' MIAMI-DADE COUNTY . . . . . . . . . . Dex rfli ed of;Peiulatory and Economic Resources (RER) • BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE PRODUCT CONTROL SECTION ••• ••• 00: •: ,• •' 11805 S.W.26 Street•Room 208 • Miami Florida 33175-2474 •,• ,,• .:• .• T(786)315-2590 F(786)315-2599 www.miamidade.gov/economy August 26, 2015 • ' •• ••• •• . ... . . . . .. . . . . . . .. . . .. . . . . . . . . . . Mr. Javier Munoz •• ••• •• 75 NE 98 Street Miami Shores, FL 33138 Re: One Time Approval Application No. 15-1605 Contractor: Superior Window/Door Replacement, 14250 SW 136th Street Bay 13 Products: PGT Industries Series "AW-740" Aluminum Awning Window - L.M.I., Series "CA-740" Outswing Aluminum Casement Window - L.M.I. and Series "CA-740F Fixed Casement" Aluminum Fixed Window-L.M.I. To be installed at: Munoz Residence, 75 NE 98 Street, Miami Shores, FL 33138 Dear Mr. Munoz, We are in receipt of your request dated August 4, 2015, for an expedited review of a One Time Approval to cover only the alternate installation of window sill over interior stucco, as shown on drawing#15-196, sheet 1 of 2, "Alternate Section" detail of the above mentioned products. All other products shall be installed as in their approval documents and are not part of this One Time Approval. Your request is hereby granted provided: 1. Maximum Design Pressures are as indicated in the Table below are not exceeded wherever installation for each specific unit is proposed. Mark Product NOA# Config. Dimensions Qty. Max. Design Pressure Series"CA-740"Outswing Aluminum Casement 12-1218.09 Window-L.M.I. 2 Series"CA-740F Fixed Casement'Aluminum XOX 111"x 62" 1 +40.1 PSF,-43.4 PSF Fixed Window-L.M.I. 12-1218.11 3 Series"CA-740"Outswing Aluminum Casement 12-1218.09 X 37"x 38" 1 +40.1 PSF,-43.4 PSF Window-L.M.I. 4 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74"x 50" 1 +40.1 PSF,-43.4 PSF Window-L.M.I. 5 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74"x 38" 1 +40.1 PSF,-43.4 PSF Window-L.M.I. 6 Series"AW-740"Aluminum Awning Window- 12-1218.07 X 37" x 38" 1 +40.1 PSF,-43.4 PSF .M.I. 7 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74" x 38" 1 +40.1 PSF,-43.4 PSF [Window-L.M.I. 12 Series"CA-740F Fixed Casement'Aluminum 12-1218.11 O 53"x 63" 1 +40.1 PSF,-43.4 PSF Fixed Window-L.M.I. 13 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 53"x 50" 1 +40.1 PSF,-43.4 PSF Window-L.M.I. 14 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74" x 38" 1 +40.1 PSF,-53.6 PSF Window-L.M.I. 15 Series"AW-740"Aluminum Awning Window- 12-1218.07 X 37" x 26" 1 +40.1 PSF,-43.4 PSF M.I. 16 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74"x 38" 1 +40.1 PSF,-53.6 PSF Window-L.M.I. 1,7 Series"CA-740"Outswing Aluminum Casement 12-1218.09 XX 74"x 50" 1 +40.1 PSF,-53.7 PSF Window-L.M.I. 2. Building permit was issued before June 30. 2015. 3. The building official having jurisdiction accepts this approval. N:\SPECPROJ\SPEC15\15-1605_Javier Munoz-Munoz Residence_OTA.doc Internet mail address: Homepage: mp045r(a�miamidade.gov www.miamidade.gov/economy .. .. . . . .. .. . . . . . . . . . . . One-Time Approval#15-1605 . . ... . . . . ... Javier Munoz August 26,2015 00 1o ... ... Page 2 . . . . . . . . . . .. . . . . . . . . . . The following data was reviewed in.the process.of icsming.this letter: . ... . . . . .. . . . . . . . . 1. Drawings Prepared by "Ely Cp30 '. ;..; . 66* Drawing Drawing Title Date Revision Pages Signed and sealed by: Number date Munoz Residence Pedro De Figueiredo, 15-196 75 NE 98 St. 07/29/15 None 2 P.E. Miami Shores, FL 2. Calculations Prepared by"ENGCO, Inc." Calculation Title Pages Date Sealed Signed and sealed by: Munoz Residence 75 NE 98 St. 4 08/08/15 ENGCO Inc., P.E. Miami Shores, FL Project No. 15-196 3. Notice of Acceptance Notice of Manufacturer Description Approved: Expiring: Acceptance No. 12-1218.07 PGT Industries Series"AW-740"Aluminum Awning 04/11/13 04/11/18 Window—L.M.I. 12-1218.09 PGT Industries Series"CA-740"Outswing Aluminum 04/11/13 04/11/18 Casement Window—L.M.I. 12-1218.11 PGT Industries Series"CA-740F Fixed Casement" 04/11/13 04/11/18 Aluminum Fixed Window—L.M.I. 4. Statements 4.1 Statement letter of conformance, complying with FBC 2010, dated August 03, 2015, issued by ENGCO, Inc., signed and sealed by Pedro De Figueiredo, P.E. N:\SPECPROJ\SPEC15\15-1605—Javier Munoz Munoz Residence OTA.doc Internet mail address: Homepage: mp045r(a�miamidade.gov www.miamidade.gov/economy .. .. . . . .. .. . . . . . . . . . . . One-Time Approval#15-1605 Javier Munoz August 26,2015 . so: . : :00 Page 3 . . . . . . . . . . .. . . . . . . . . . . This approval consists of the followlagedocumernts:... .. . ... . . . . .. . 1. This letter. ..' : : ' : : :•• •• 2. Drawings: Prepared by"ENGCO, Inc." Drawing Revision Number Drawing Title Date date Pages Signed and sealed by: Munoz Residence Pedro De Figueiredo, 15-196 75 NE 98 St. 07/29/15 None 2 P.E. Miami Shores, FL Application for building permit shall be accompanied by copies of the following: 1. This complete approval document, as outlined above. 2. Any other documents required by the Building Official or the Florida Building Code (FBC) in order to properly evaluate the installation of this product. Wind-borne debris protection (shutters) are not required for the installation of this system. If you have any questions concerning the above approval, please contact this office. Sincerely, M uel Perez, P.E. P oduct Control Exami N:\SPECPROJ\SPEC15\15-1605-Javier Munoz Munoz Residence OTA.doc Internet mail address: Homepage: mp045rAmiamidade.gov www.miamidade.gov/economy DE F1 •• '• •• •• WINDOW DOOR 5CIIEDULE ,` •. Ne — — MK PRODUCT WIND PRESSURE PRODUCT RATING .`� a ; / \ / W Lo N AV I CODE SIZES POS NEG POS NEG No. 526091. z * e * / /• • 55'• 1 FD coxo> 59X82 40. 1 43. 4 70 80 o \ • ••• 2 CAS cxox> 111X62 40. 1 43. 4 60 70 = • Pi. ' '=. s6•• •� ••• 3 CAS <x� 37X38 40. 1 43, 4 70 90 STA F tV �.• IM AF 4 CAS (xx) 74X50 40. 1 43. 4 70 89 •:�,t` AZ OR pP •` �:�`� - \ \ 5 CAS cxx> 74X38 40. 1 43, 4 70 90 ••••FS's`'••••••••••••••'''�C9 �•• m / •• •o ='1�,i• •• 6 AW <x> 37X38 40, 1 43. 4 70 90 •'•. �O(frAr<, �G • • m ••� :�y;'� ZONE I',,, 7 CAS cxx 74X38 40. 1 43, 4 70 90 0 o O r, T 8 PW 26X14 40. 1 43, 4 70 90 AUG 0 3 201 9 FD 1 32X80 40. 1 43. 4 75 75 z z 0 0 U' — J < l 0 A CAS 1 3 7 X 38 40. 1 43. 4 70 'Approvtd 33 with ►5 ItI z O o Florida Btildadl w o 10 ' 10B MULL 1 X4X38 40, 1 43, 4 70 90 tate 0m > 0 (� 1 10C CAS 1 37X38 40. 1 43, 4 70 90 a()A L# _ Z Z n Q z 1 1 A CAS 1 37X38 40. 1 43. 4 70 90 Nil' ani Dade Pmdaet rdm w w u� o w 1 1 B MULL 1 X4X38 40. 1 43, 4 70 90 O OCT 01 2015 1 1 C CAS 1 37X38 40, 1 43, 4 70 90 �- _ 12 CAS 1 53X63 40, 1 43. 4 70 90 13 CAS cxx> 53X50 40, 1 43, 4 70 90 BY: 14 CAS (xx) 74X38 40, 1 53. 6 70 90 Z O 15 AW cx> 37X26 40. 1 43. 4 70 90 ® 16 C�(x 74X38 40. 1 53, 6 70 90 v o 17 C74X50 40. 1 43. 4 70 89 F o w O SYMBOL APPROVAL# DESCRIPTION Q U �- `L FD 14-1117, 05 FRENCH DOORS w w w Ln CAS 12-1218. 09 CASEMENT WIND❑WS Q F) N OZ AW 12-1218. 07 AWNING WIND❑WS Z w O PW 13-0502. 03 PICTURE WIND❑WS v N m cn FD 1 FI-15210. 1 S❑LID ❑UTSW I NG DOOR -) O z 2 `D 1 CAS1 12-1218. 11 FIXED CASEMENT WINDOW 0 Ln MULL 14-1105. 01 ALUMINUM MULLI❑N FLORIDA BUILDING CODE 20 10 - HVHZ ALTERNATE SECTION WIND LOAD BASED ON ASCE 7-10 14 INSTALLATION OVER INTERIOR STUCCO m V= 175 MPH, EXPOSURE C, CATEGORY II, BUILDING ENCLOSED - MEAN ROOF HEIGHT: <= 15 FT, ZONE 5: 136" FROM CORNERS WIND❑W FRAMING OSEE NOA FOR ACTUAL FRAMING 6 USE THIS WIND LOAD IN CONJUNCTION WITH PRODUCT APPROVALS 1/4' X2 3/4" TAPC❑NS w QTY & SPACING AS PER N❑AS z � m 15 SEE NOA FOR MAXIMUM Q Ln < ALLOWABLE SHIM SPACING m -FL, Ln EXISTING INTERIOR STUCCO O G o m O �/ Ln v. z •^ ff-�4 Nlu Q J a a Q) � Ile 4 i O K DRAFTING 3 MORE INC. ° a d a v, SCALE: / I v a NA \ / DATE: O / EXISTING CMU/ CONCRETE WALL 07/29/15 / \ DRAWING# \ / 15- 196 511EET I OF 2 A • • ••• • ••• "� // ••••..•�w•••• e:••••.. •:•.:••••.: :••.•••••••.••• TYPICAL E\L/EVATIONS % *JQ• .V �C,,,,•CD,••E •. 4 ••• •••�••F•,,•••' r F•*• Q WZwO o 'N F wo set • • 2609 : � : 37 o.1/4 ��2 ��q o% irL �'. 2609 STA F pprovda complying wkb �O ••• Nm R 10 NAL Lu m MOD -I FBuidi > mda e N ww� pN ��, NOA1 AUG 0 3 2015 Lu C co (u Mi i vede!'redact C mi � z� z 00 O < �, Z00 , \ / \ UNIT MARK 3 - CASX ZzunQz wUJ now / \ NOA# 1 2-1 2 18.09 37 \ RATED +70, -90 PSF PD= +40. 1 , -43.4 PSF � MAX. 20"❑C--� UNIT MARK 2 - CAS XOX 52% BELOW RATED LOAD UNIT MARK I - FD OXO NOA# 12-12 1 8.09 (X) 38% BELOW RATED LOAD 0 NOA# 1 4-1 1 17.05 46% BELOW RATED LOAD NOA# 1 2-1 2 18. 1 1 (0) // \\ RATED +70, -80 PSF RATED +60, -70 P51' mi� Q Q PD= +40. 1 , -43.4 PSF PD= +40. 1 , -43.4 P51' m / \ °� / \ z w o 74 Q z w LL Lu w w 74 Q Fn � � Z w0) 0 r— oCco = G) LF) / / � � UNITMARKG - AWX w 0U_j / \ / UNIT MARK 5,7, 14, 16 - CAS XX NOA# 12-12 18.07 O z z / \ UNIT MARK 4, 17 - CAS XX min / NOA# 12-12 18.09 RATED +70, -90 PSF / \ NOA# 1 2-1 2 18.09 m \ / RAT D+40. 1 , , 90 1`5E PD= +40. 1 , -43.4 PSP51'�� / \ RATED +70, -8 +40I , 3.4 P51'-ZONE 4 9 PSF \ / / \ o PD= +40. I , -43.4 PSF / 52% BELOW RATED LOAD 52% BELOW RATED LOAD � / PD5= +40. 1 , -53.6 PSF- ZONE 5 \ / 51% BELOW RATED LOAD 40% BELOW RATED LOAD \ / 1 m \ / 531 – Q 37 37531 U m 8 � z u-i CO � —26 2 C you E/ Ln UNIT MARK 8 - PW ( �i� / \ {k} O N NOA# 13-0502.03 CO / \ (y) RATED +70, -90 P51' ��i0 O PD= +40. 1 , -43.4 PSF o �/ O Q m 52% BELOW RATED LOAD \ / 37 \ PK UNIT MARK 10 t I 1 - 0-0 NOA# 1 2-1 2 18. 1 1 T 1 DRAFT NG a MORE INC. 1 NOA 1 4-1 1 05.0 1 - (1 X4) UNIT MARK 1 5 - AW X UNIT MARK 12 - CAS O scALe: / \ NOA# 12-12 18.07 RATED +70, -90 PSF UNIT MARK 13 - CAS XX NA / \ RATED +70, -90 1`51' PD= +40. 1 , -43.4 PSF NOA # 1 2-1 2 18.09 NOA# 1 2-1 2 18. 1 I 52% BELOW RATED LOAD RATED +89, -89 F151' DATE: / \ PD= +40. 1 , -43.4 PSF RATED +70, -89 P51'+40. 1 , -43.4 PSF PD= +40. 1 , -43.4 1`51' 07/29/15 52% BELOW RATED LOAD 5 I% BELOW RATED LOAD DRAWING a 5 1% BELOW RATED LOAD 1 5-1 96 SHEET 20F2 • I;eY�TFv� Miami Shores Village RI;-(C--,z- Tel: 5 BuildingDepartment '10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ' Y_=(305)795.2204 Fax: (305)756.8972 _ INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 (6 BUILDING Permit No. v V PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: IJ C{ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): `J / 1�U Phone#:,� Address: �S r= Q 8 -(?"-t_ City: Q-) '10 M Qgt-e State: (�P. Zip: / 3 Tenant/Lessee Name: Phone#: `.�C7s 3gSa3 6 1 Email: Q a'l U Q—Q)(24 d-O � � G�rytc,s� �•a,.- Y)c CONTRACTOR:Company Nam /�[/y Phone#: -" — fi Address: z Jam/ 3f7 / City: State: ( 331 Zi r l Qualifier Name: �� Phone# -7 / State Certification or Registration#: � �5 00(46�Certificate of Competency#: Contact Phone#-.2C�S --34S9(p Email Address: CPQ C C. • Ce'D+ �' DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit:$ 1 1/ SQ(D Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition e� Description of Work: 2=L-4 C'(a C .4 Yl _a'l d 'r 16 C-Ij r n c --uC'q'� cc `1 Color thru tile. ��xll*:�*****************************Fees**x:********x**************:x**�**:x**********� Submittal Fee$ `GO Permit Fee$� M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ _ TOTAL FEE NOW DUE$ /-,-5 6 i J Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro ed a a reinspection fee will be charged. Signature Signature Own r or Agent IV Contractor The foregoing instrument was ac owledged before me this S The foregoing instrument was acknowle ged before me this U day o _,20 L,by V day of 20 ,by ttyy�� who i ers y nown t e or who has produced who is rsonal to me or who has produced ha As idw0qftaV who did take an oath. as identification and did take an oath. NOTARY PUBL :,,`s'QP.SS�ON Ex,. NOTAR LIC d`�`iQg C'UE Aqq•"'�,� V • 12,20 is Fs *P �,V� "k, Oto p�9`• � /6 F d'�•�m AV Sign: :2 i Sign: Print: 0, 1a tea` Print: G �i �`•: �2 • toy �;• c(�, '• aNP���.•'44 My Commission Expires:�iOj My Commission Expires: �iyP APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) RE ZR JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 11/10/2014 EXPIRATION DATE: 11/9/2016 PERSON: CABRERA AMARO ALEJANDRO FEIN: 455104868 BUSINESS NAME AND ADDRESS: OMY WINDOWS&DOORS INSTALLATION CORP 2317 W 73 PLACE HIALEAH FL 33016 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certMeate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 UL�3S �/ " JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION `CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 10/18/2014 EXPIRATION DATE: 10/17/2016 PERSON: DIAZ GLEIVER FEIN: 453597188 BUSINESS NAME AND ADDRESS: GD PROFESSIONAL DOOR IN: 7061 WEST 14 COURT#5 HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: DOOR AND WINDOW INSTALLATION Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person nal ted on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1609 nVn / tP I I y As -73 WMV COPT _ - nl_I_rFNiW_ N L C IS) 0 N I O O O I I R.ECFT �T 'I7 MAY 19 2015 li jl B1V • d I E — N O � o O { � o I O CoQ L Q z 0 0 O O O 3 U_ � v 0000 � a ' O 0000 0000.. cc 0 . • E - 0000.. ..-2s . 0000.. c6 O ' x N — 0000.. . • 0000.. a) 0000 • • 0000.. ooI O 0000 0 •000• L rn — 0000.. . .. ....- m ul • • • • • •> Z 'I •• •• 000• 000000 • tB u) • 0000.• • • • • • 0000•• ro •0060• • • • • • 9 p • • • •0000• 0 00 00 000 • 0 a •0 0 E n o � Y Contractor. ------_— Date: --_._.— Drawn by: Superior Replacement Window & Door, Inc. 4/5/15 Fachada Designs inf L+c.#03BS00463,SCC 131151253 Sheet: OsiWaxom Ph. 30O .5006 14250 SW 136th Street,Bay#13-Miami,FI 33186 Ph.305-256-1411 01 Of 01 Mobile.954,µ5.8p79 I Contractor: Homeowner: SRW&D,Inc. Javier&Alexandra Munoz 21032 SW 91 Court,Cutler Bay,FL 33189 75 NE 98 st,Miami Shores,FL Tel:305-256-1411 / Fax:305-256-9411 Lic.#03BS00463,SCC131150259 Mark Window / Door Type Approvals Width Height DPS(+) DPS(-) 1 PGT-FD750-French door NOA#14-1117.05 591/4 811/2 70.0 80.0 2 PGT-CA740-Casement window-XOX NOA#12-1218.09 111 621/2 70.0 83.1 3 PGT-CA740-Casement window-X NOA#12-1218.09 37 383/8 70.0 90.0 4 PGT-CA740-Casement window-XX NOA#12-1218.09 74 505/8 70.0 89.2 5 PGT-CA740-Casement window-XX NOA#12-1218.09 74 38 318 70.0 90.0 6 PGT-AW740-Casement window-Awning NOA#12-1218.07 37 383/8 70.0 90.0 7 PGT-CA740-Casement window-XX NOA#12-1218.09 74 38 3/8 70.0 90.0 8 PGT-PW701-Picture window NOA#13-0502.03 261/2 14 80.0 80.0 9 Plas ro-Z panel fiberglass door FL15210.1 32 80 75.0 75.0 10a PGT-CA740F-Casement window-O NOA#12-1218.11 37 1 383/8 70.0 90.0 10b PGT-Aluminum mullion NOA#14-1105.01 1x4 170.0 170.0 10c PGT-CA740F-Casement window-O NOA#12-1218.11 37 383/8 70.0 90.0 Ila PGT-CA740F-Casement window-O NOA#12-1218.11 37 383/8 70.0 90.0 11b PGT-Aluminum mullion NOA#14-1105.01 1x4 170.0 170.0 11c PGT-CA740F-Casement window-O NOA#12-1218.11 37 38318 70.0 90.0 12 PGT-CA740F-Casement window-O NOA#12-1218.11 531/8 63 89.1 89.1 13 PGT-CA740-Casement window-XX NOA#12-1218.09 531/8 505/8 70.0 90.0 14 PGT-CA740-Casement window-XX NOA#12-1218.09 74 383/8 70.0 90.0 15 PGT-AW740-Casement window-Awning NOA#12-1218.07 37 26 70.0 90.0 16 PGT-CA740-Casement window-XX NOA#12-1218.09 74 383/8 70.0 90.0 17 PGT-CA740-Casement window-XX NOA#12-1218.09 74 505/8 1 70.0 89.2 • • •••• •••••• •••••• •• • •••••• • •••• • ••••• •••••• • •• ••••• •• •• •••• •••••• • • • • • •••••• MIAMI-DADE AIIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)31S-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2oy/economy PGT Industries 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER - Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zane. DESCRIPTION: Series"CA-740F Fixed Casement"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-CA740F-LM, titled "Fixed Casement Windo%pptails— LM", sheets 1 through I 1 of 11, dated 08/08/12, prepared by manufacturer, signed and sealed I)i Anttiony ••••;' Lynn Miller, P.E., bearing the Miami—Dade County Product Control Approval stflgv4th the NOS(e of Acceptance number and approval date by the Miami--Dade County Product Control S"4iobi• •• ••• MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. ••• •" • LABELING: Each unit shall bear a permanent label with the manufacturer's narng•;;-logo, bfty'state, ••;••• model/series, and following statement: "Miami-Dade County Product Control Apprpied';atnless•other�vise • noted herein. •• •• • RENEWAL of this NOA shall be considered after a renewal application has been frtd= there has been ••..;. no change in the applicable building code negatively affecting the performance of this*roduct. ;••••' •••• TERMINATION of this NOA will occur after the expiration date or if there has be tl g'reirision or cia rge • in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endersenfent 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 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.11 MIAMI•DADE COUNTY vv � � , x /1 Expiration Date: April 11,2018 411:1 Approval Date: April 11,2013 Page 1 t PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-CA740F-LM, titled "Fixed Casement Window Details — LM", sheets 1 through 11 of 11, dated 08/08/12, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Ai 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 along with marked-up drawings and installation diagram of a series CA740F aluminum fixed window,prepared by Fenestration Testing Laboratory,Inc. Test Report No. FTL-7063,dated 09/17/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E. 0000 2. Glazing complies with ASTM El 300-04 '0 0 0 0' ••••;• •••• 0000 '. D. QUALITY ASSURANCE " 0000.. •• • 1. Miami-Dade Department of Regulatory and Economic ResourcerbKARR) 0000 • 0000.. 0000. E. MATERIAL CERTIFICATIONS ' 0000. 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeN&VC;Urs 8a Ciq.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,gygVjUg on 12/11/16. •; 2. Notice of Acceptance No. 114624.02 issued to E.I. DuPont DeVeii►obrs &Co.- nc. •••"' . .i for their"DuPont Sent yGlas®Interlayer"dated 08/25/11,expiringpn O1h1.4/.17. • 0 000 •• 0 0 0 F. STATEMENTS 00 • 1. Statement letter of conformance, complying with FBC--2010, dated December 10, 2012,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER 1. None. J' 1 Manuel Pere Product Control ami r NOA No. 1 -1 .11 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 611W LAXIMTED 7/1V LAM..TED DESIGN PRESSURE RATING IMPACT RATING GLASS STACK GLASS STACK GENERAL NOTES:SERIES 740 VARIES, RATED FOR LARGE&SMALL .DWOUPOWSOP IMPACT-RESISTANT FIXED CASEMENT WINDOW 16 ANNEALED tllT-DOPOW y-STRE EALEDOR SEE SHEETS 8-10 MISSILE IMPACT RESISTANCE BLrrACITE Pve HEATSTRENGiHENEO CUSS GAS HEAT-TRE14 O EN HEATSTRENOTHENED 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY 39 IW ANNEALED EXTERIOR GLASS WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 60"WIDTH EXTERIOR Goss �j INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 53'VISIBLE LIGHT WIDTH(DLO) � `r 11/16"GLASS 11/16"GLASS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 4'MAX �- B,SEE SHEET 2 35 BITE 35 BITE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS —1 ABOVE 30'IN THE HVHZ,THE OUTBOARD UTE(CAP)MUST 4"MAX. 1 1 1 TEMPERED. 19"O.C.MAX. � 5p 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE IF JAMB IS 32 32 ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. OVER 60". GLASS TYPES 2&3 MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN GLASS TYPE 1 PINE,ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 71D.NOIR 718•NOM. A A,SEE GLASS STACK —I�--'�� SMS'LM4NATED GLASS STACK 711V LAMINATED 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE 69" / SHEET 2 76" I 'I I- GLASS STALL I I I Goss STACK CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE VISIBLE / HEIGHT OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. LIGHT t/8"ANNEALED SW ANNEALED 0R WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER. HEIGHT 7/18'AIRSPA GLASS 1N•AIRSPACE HEATSTRENGTHENEO GLASS 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO (OLD) / 1/6•ANNEALED OR .DaO'DUPONT 3116'ANNEALED ,09WDUPONT SGP TEMPERED GLASS BUTACITE PVB Gtnss PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK IWANNEALED 3116'ANNEALED OR DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 38 GLASS 39 HEATSTRENOTHENED GLASS ENGINEER OR ARCHITECT OF RECORD. 23"O.C.MAX. EXiERaR I IF JAMB IS EXTERIOR 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND 60'OR LESS. <+ 11/16"GLASS 11/16"GLASS WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT L Al 37 SITE 37 SITE EMBEDMENT AS SPECIFIED ON TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. t1 1 INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL 23.0 C MAX. I B 19'O.C.MAX.IF SEALING/FL LASHING STRATEGY FOR WATER RESISTANCE OF HEAD OR SIL { HEAD OR SILL 31 32 56 31 b0 INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE IS 60"OR LESS. IS OVER 60". SCOPE OF THESE INSTRUCTIONS. GLASS TYPES 4&5 GLASS TYPES B&7 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TYP. ELEVATION OF FIXED CASEMENT WINDOW THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS T16-NOM. CK CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY GLASS STACKI 7n6'LAMwATEo OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS I I- GL IMPOSED ON THEM BY THE WINDOW. TABLE I: IWAIRSPACE 3n6•ANNEALENEALE D O OR XEATSTTTENOTHENED 7)DESIGN PRESSURES: Glass Types Sheel# 3ne-TEAIPERED GLASS oeo'txlPOW SOP A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST &16"ANNEALED OR PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1 5/16"Lami(1/8 An-.090"PVB-1/8 An) 6 39 HEAisTtTENGTHENED GLASS B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, 2 711W Lami(3/16 An-.OW SGP-3/16 An) 8 EXTERIOR �- STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS 3 711W Laml(3/16 HS-.090'SGP-3116 HS) 9 < 11/16"GLASS PER ASTM E1300. 4 7/8"Lanni.IG(1/8"An-7/16"Air-1/8"An­OW"PVB-116"An 10 37 BITE 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED 5 7/8"Laml.IG 11W T-7/16"Air-1/8"An-.090"PVB-1/8"An 7 TO RESIST THE WINDLOADS CORRESPONDING TO THE 6 7/8"Laml.IG 16"An-1/4'Air-3/16"An-.090"SGP-3/16"An 8 1 REQUIRED DESIGN PRESSURE.THE 331/3%STRESS INCREASE 7 7/8"Laml.IG(3116'An-1/4'Air-3/16"HS-.090"SGP-3116"HS 9 31 50 HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.8 B 718"Lemi.IG(3/16"T-1/4'Air-3/18'An-.090'SGP-3/16"An 8 32 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF g 7/6"Lemi.IG(3118"T-1/4'Air-3116"HS-.090"SGP-3/16'HS 9 gppmvtd astomplyiRgRilbibs ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT GLASS TYPES S&9 flo71a 9ma�VZ' WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE DateREQUIREMENTS OF THE FLORIDA BUILDING CODE FOR OApCORROSIONRESISTANCE. • @N 'ya1.YNN d4/ �ORevised By: Dote: Revision: M).ml ade 9 REFERENCES:TEST REPORTS fTL-7083,3579,3580,3724; ••• • • • • • ?'� '• GENS •C!F'P GENERAL NOTES..! •1 • • • •� • vt F ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ANSVAF&PA NDS j................-•• v 6K. • * Revised By: Dote: Revision: ELEVATION.................`.............•yt • • • • t '. FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN GLAZING DETAILS.........•.............•1 • • ••• i' �•• '58765 _ �• MANUAL. INSTALLATION........�.•.........wk.•2 • - = ASSEMBLY TUBE DETAILS.............3 = VAI Q'_ �'ANCHOR SPECIFICATIONS............4 � -3 w= GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR QUANTITIES....-...............4-5 F :• DESIGN PRESSURES..... ._...8.10 • ••• i0�•.• • P .•'��; 1070 TECHNOLOGY DRIVE We: ASSEMBLY DET R o�(.r• 11 • • :• •.�►�owo. �� N. VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 (r `\ NOKOMISO FLT 34274 S.6../Modei: Scote. Sheet: Drewinq No. Rev: •• • / S'/ folio • • •.�LYPW116LL87EDRS PE' CERT. OF AUTH. #29296 CA-740 NTS 1 OF 11 MD-CA740F-LM • • 000 0 • INSTALLATION INSTALLATION INSTALLATION EDGE OPTION 4 OPTION 1 DISTANCEy EDGE DISTANCE OPTION 2 _ INSTALLATION INSTALLATION ANCHORS INSTALLATION LLATN CPER RANCHOR ANCHORS DIRECTLY INTO 2X WOOD. ANCHORS DIRECTLY REQUIREMENT �. BUCK WIDTH EMBEDMENT INTO MASONRY. I INTO METAL. TYP.ANCHOR 1/4"MAX TYPE, SHIM EMBEOMENTAND AS REQUIRED #/2 STEEL EDGE DISTANCE 4 PER TABLE 3, 2 SELF-DRILLING PER SUBSTRATE, 3 SHEET 4 SMS,SEE TABLE 3, AS REQUIRED SEE TABLE 3, - SHEET 4. PER TABLE 3, 2 SHEET 4. SHEET 4 DADE APPROVED 3 EDGE MULLION,ALUMINUM, DISTANCE _ STEEL FRAMING OR J� 36 39 STEEL STUD. 35-37 35.37 EMBEDMENT 1 VISIBLE LIGHT WIDTH(DLO) 1 EXTERIOR 70 WINDOW WIDTH OPTIONAL FLANGE @ HEAD, HORIZONTAL SECTION A-A SILL 6 JAMBS SEE DETAIL_.__ Al,BELOW NOTES: NOTES: 1)WHEN INSTALLING VISIBLE LIGHT FORMULAS WINDOW / COMBINATION UNITS, W19TH:WINDOW WIDTH-7 HEIGHT V1)USE ONLY SUBSTRATE-APPROPRIATE ADDITIONAL 1 ADDITIONAL INSTALLATION HEIGHT:WINDOW HEIGHT•7 LIGHT ANCHORS LISTED ON TABLE 3,SHEET 4. / / J_ / ANCHORS MAY NEED TO BE HEIGHT I FOLLOW EMBEDMENT AND EDGE INSTALLED THROUGH THE (OLD) DISTANCE LIMITS.ANY INSTALLATION / 10'MAX WINDOW FRAMES AT 1("MAX. BUCK OPTION SHOWN MAY BE USED ON ANY FROM EACH SIDE OF THE FRAME EXTERIOR HEIGHT SIDE OF THE WINDOW. / ASSEMBLY TUBE CENTERLINE. (�-� 2)ALL WOOD BUCKS LESS THAN 1.1/2" SEE TABLE BELOW: Y3 Adddbnd Anchors Requhed on each THICK ARE TO BE CONSIDERED 1X 10"MAX y) Slee otOr From Assembly Tube(FAT) INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL.UNIT MAY BE INSTALLED r moo`'/ � Pe DIRECTLY TO SUBSTRATE.WOOD BUCKS SEE DETAIL A2,BELOW LL m" A 8,C ti O DEPICTED AS 2X ARE 1-1/2"THICK OR 1 17"•22.W 0 0 GREATER 1X AND 2X BUCKS(WHEN USED) 23••25.0' 0 1 SHALL BE DESIGNED TO PROPERLY > 28'� 1 t TRANSFER LOADS TO THE STRUCTURE. - — r Window An Type 38 39 WOOD BUCK DESIGN AND THE ENGINE u_ HeiOht A B.C&D IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.MAXIMUM 17•-22.V 0 0 3 SHIM THICKNESS TO BE I/4". 23-25.0• 0 1 1 DETAIL 26"+ 1 1 DETAIL 4 Al A2 4pproved as romplylag with the 1.1 Id Buldl C-le �1� 1111111111 1X WOOD Revised B. Dote: Revision: BUCKSTRIP, ••• • • • • �'��\�p •` M/((v'ii y. M�Dade Prod 2.1vtro� SEE NOT ET, • • • • • • C i•'��O,ENSF•'•;F•Q THIS STET, • •• • • �' � • Revised By: Dote: Revisbn: ff TYP.ANCHOR TYPE. 1/4"MAX SAM • • ••• • 00 �*705 •* t� y EMBEDMENT AND EDGE - ••• •• Drawn B DISTANCE PER SUBSTRATE. _ ® Daseriplion: SEE TABLE 3,SHEET 4. CONCRETE EMBEDMENT 3 19/S ' �� GENERAL NOTES&ELEVATION J ROSOWSKI PER ANCHOR �,p• p • P,•.•STA E •\`'�� 1070 TECHNOLOGY DRIVE Title: Do1ei REQUIREMENT ••• •• ••' '� ''•••LO.R.f1•• N.VENICE, FL 34275 FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 INSTALLATION OPTION 3 • • • '%� ��•� � ��. P.D. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION•B-B ••• • • • • • • `./1+��y�r`• NOKOMIS, FL 34274 Series/Modal: Scole: SAeet: browing No. Rev: 1X BUCKSTRIP INTO MASONRY. ••�LYNNt11ILLER.P.E. CERT. OF AUTH. #29296 CA-740 NTS 2 OF 11 MD-CA740F-LM • •• • • •• • • • • P.EJI 611706 • • • ••• • • • •• •• • • • •• •• FIXED CASEMENT(0) FIXED CASEMENT/CASEMENT(OX) AWNING[CASEMENT/FIXED CASEMENT(XXO) 4pproved at complying with the FloridaDate uldln Cq�lq .,AN 'j� FIGURE 1: FIGURE 2: 740 SERIES / — /� / M m�dPlodu AWNING WINDOW Y WINDOW / / 1C IC \ /`" D ASSEMBLY —' HEIGHT TUBE FRAME ASSEMBLY TUBE NOTES: / 10',SEE NOTE 7, '�D 1)DIMENSIONS SHOWN ARE THIS SHEET 740 SERIES \ TIP-TO-TIP DIMENSIONS FOR EACH J t / —CASEMENT—� �� INDIVIDUAL WINDOW.FOR SIZES NOT LL, I WINDOW I ' �� WINDOW' AVAAILLAA8 E WIDTH OR HEIGHR04JND UP TO THE T 'I WIDTH .f� DIMENSION SHOWN ON THE TABLES. r z°U 74I 740 E U) c SERIES FRAME SERIES FRAME 2)ANY 740-SERIES PRODUCT a CASEMENTTUBEFDCED LYCASEMENT ASSEMBLY�.� (CASEMENT,AWNING OR FIXED J o u WINDOW WINDOW% �E TUBE CASEMENT)MAY BE ATTACHED TO J Q o 740 SERIES THE FRAME ASSEMBLY TUBE.FOR ALL WINDOWS.USE THE WINDOWS N Q W / ` FIXED NOA FOR ANCHORAGE,SIZE AND Q LL CASEMENT �_ / DESIGN PRESSURE LIMITATIONS. Q 0 ?> 0 'SEE PRODUCTS NOA FOR 3)ALL WINDOWS IN THE ..t7Lu 0 1 fh H INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO $ Z 740 SERIES INDIVIDUALLY COMPLY WITH THE > FIXED EXTERIOR REQUIREMENTS OF THEIR 7CASEMENT / RESPECTIVE NOA WINDOW 4)FRAME ASSEMBLY TUBE TO BE Lu 740 SERIES 740 SERIES FASTENED TO WINDOW,AS SHOW IN W W AWNING CASEMENT DETAILS,WITH MIN.#12 X I-SHEET � FOR SINGLE UNITS: WINDOW WINDOW METAL SCREWS.USE THE SAME (Q 0) U) O SPACING AND QUANTITY AS THE Q Q 1)DETERMINE YOUR WINDOW SIZE MIN.#12 X 1'SMS THROUGH FRAME OPPOSITE FRAME MEMBER. O W U $ti AND GLASS INSTALLATION HOLES ., U) $Q FRAME ASSEMBLY O ° X 5)THE FRAME ASSEMBLY TUBE MAY $ n W Q 2)KNOWING YOUR ANCHOR TYPE ASSEMBLY TUBE NOT EXCEED 62'IN LENGTH(AS USED u :;X AND SUBSTRATE,DETERMINE TUBE IN A 63-FLANGED WINDOW)OR BE > YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X USED IN TEE OR CROSS ° LL ~LL x 1'SMS CONFIGURATIONS TABLE 3,SHEET 4. 1'SMS THROUGH 740 SERIES THROUGH 3)FROM SHEETS 6-10,FIND THE INSTALLATION CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS ® N r SHEET FOR YOUR GLASS TYPE. HOLES WINDOW HOLES NOT REQUIRED TO BE CLIPPED TO r n FIND THE PRODUCTS DESIGN THE SUBSTRATE.ALL EXTERIOR o 740 SERIES 740 SERIES o 4 _ PRESSURE FROM THE TAKE FIXE EXTERIOR FRAME CASEMENT JOINTS TO BE SEALED BY INSTALLER. o LABELED'DES/GN PRESSURE ASSEMBLY 740 SERIES CASEMENT WINDOW x m✓i a (PSF)FOR SINGLE WINDOWS,ALL TUBE FIXED 7 FOR ALL COMBINATION UNITS, ANCHOR GROUPS'. WINDOW EXTERIOR EXTERIOR ) r � w CASEMENT ADDITIONAL INSTALLATION ANCHORS o0 0 HORIZONTAL SECTION C-C WINDOW MAY NEED TO BE INSTALLED o a i 4)DIMENSIONS SHOWN ARE THROUGH THE WINDOW FRAMES AT o z w TIP-TO-TIP.FOR SIZES NOT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT }� CENTERLINE.SEE TABLE BELOW: DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKELjP.SEE FIGU%ES j&7,THi6 WET•DE1ERW9E%UR ANCHOR GROUP FROM TABLE 3,SHEET 4. AddtIc,,I Anchors Re ,don each `��,�.Z•ON•;GENSf''!F'P�% TABLES. • • •• • • • • • Slds of the Frame Assembly Tutee(FAT) 2)FROM SHEETS 6.10,FIND THE SHEET FOR YOUR CLASS TYPE. • •• • • • • ••• • WliWav Anchor type •• % 5)USING THE TABLES LABELED • • • • • • • • • LL ndo A B,C d D * No.55705 WNDOWANCHORS REOU/RED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED -MNDOWAeHOR9/-QUIRE&jTABL�S 2AR 2^H"S 4&5).THIS MUST BE DONE FOR EACH WINDOW IN _ = (TABLES 2A&2B,SHEETS 4&4 THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUND UP TO � 1T-22.9' 0 0 DETERMINE THE NUMBER OFTHE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. �, '� ANCHORS NEEDED IN THE HEAD. 1 I STATE OF SILL AND JAMBS OF YOUR 4)USING THE TABLE LABELED'WINDOWANCHORS REQUIRED-(TABLBB 2A 8e2B.SHEETS 4&y,DST*.IJMINE THE#IUMBEfbOF ANCHORS NEEDED IN THE HEAD,SILL AND 77 < WIMow Anchor :Oma'•., pLOR1Op•,•' WINDOW. JAMBS OF YOUR WINDOW. • • • • • • • • • u_g Height A 8,C 6 D % �.` ••.....• `� 6)INSTALL AS PER THE 17 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT A�RIONAL ANCAORS T}AIOUO�THE NWD011�fRARIE 11170 THE SUBSTRATE MAY BE REQUIRED(SEE b ._220 INSTRUCTIONS ON SHEET 2. SHEET 2),AND THAT MIN.#12 X V ANCHORS ARE TO BE USED THR(JIQTHE O^E INT8 SIE FRA j&ASSEMBl.`1pEtSfC DETAILS ON THIS SHEET). 26'- 1 1 A.LYNN MILLER,P.E. D.E.q 69705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2A: Window Anchors Required(37"and Lesson Short Side Dimension) approved as comply-log with thr "I"' nldlRg ori Short Side not. I� Anchor Type under 23" 1 25.1916" 27-314 1 29" 31-112" 33-1/7' AN —A-7-B-1 C 0 1 A 1 8 1 C D A 8 C I D A 8 C D A B C D A 1 8 [33 A B C D A B C D bit�pI Vada PmduNS:oW{o ands 23' Long Side 2BY— _2_ !�7"L��G� Short Siris 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 25-1918" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shod Sire 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 36' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a; Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER THE 37' Lag Side 3 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 4 3 3 3 4 3 3 ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN g Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 4 3 3 ARE TIP-TO-TIP. —� Long Side 3 4 3 3 3 4 3 3 4 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 n 44" Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 0 Lore Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 d 8 3 3 4 8 3 3 5 6 3 3 NEXT AVAILABLE SHORT OR LONG SIDE DIMENSION 44114" Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SHOWN ON THE TABLE. 53118" Lang Side 4 5 3 3 4 5 3 3 5 6 3 3 5 8 3 3 5 6 4 3 5 6 4 3 5 8 4 3 5 7 4 3 3)THE WINDOWS SHORT AND LONG SIDE MAY BE `o 1 aU Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 INVERTED. J ;0 �„ Long Side 4 6 4 4 5 6 4 4 5 6 4 4 5 6 4 4 5 7 4 4 6 7 4 4 6 7 4 4 6 7 4 4 Shad Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4)SEE NEXT SHEET FOR ADDITIONAL F- 83, Lo Side 5 8 4 4 5 7 4 4 6 7 4 4 8 7 4 4 6 8 4 4 6 8 4 4 8 8 5 1 7 8 5 4 INFORMATION. N W Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 0 v° Lo Side 5 7 5 5 6 7 5 5 6 7 5 5 B 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 p Z 0 88-7316 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 N v� Q ov u Long Sltle 5 T 5 5 6 7 5 5 6 8 5 S 6 8 5 5 T 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 € 87-117 Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 = v, Long Side 5 7 5 5 6 7 5 5 6 8 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 d 3: 68" Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 > 70' Long Side 6 7 5 5 6 8 5 5 6 8 5 5 6 8 5 5 7 9 5 S 7 9 5 5 7 9 5 5 B 10 5 5 ZQ Z N Z Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3LU W 77' L Slde 6 7 5 5 8 8 5 5 7 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 7 9 5 5 8 19 8 5 Y (L W Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 74" Long S'nde 8 7 5 5 6 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 6 5 (n Shod Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 SAMPLE CONFIGURATIONS: > 0 76" L Side 8 8 5 5 7 8 5 5 7 9 5 5 7 9 5 5 8 9 5 5 8 10 8 5 8 10 6 5 8 17 8 5 0 0 Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 .-(1) ;= o $Q his 7 8 5 5 7 9 5 5 8 10 5 5 8 10 8 5 8 11 6 5 9 11 8 6 9 it 6 8 10 12 7 8 X E Q ua ) W c U Shat Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 x x x x o _ `s X „Z x o 114" Long Side 9 12 7 7 10 13 7 7 11 14 8 7 11 14 8 7 12 15 8 8 13 16 9 8 13 18 9 8 /4 17 10 9 m z o °Q LL m Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 i34„ Long Side 11 14 8 8 12 15 9 8 13 78 9 8 13 17 9 9 14 18 10 9 15 19 11 10 15 19 11 10 X Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 w n Long Slde 12 15 9 9 13 17 9 9 14 76 10 9 75 18 10 9 16 20 11 10 X 0 O 145" Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 u n TABLE 3: TABLE 3:(cont.) X O = m N J Min. Min. Min. Anchor Min. Min. MOL Anchor z o p o - GtouP Anchor SWslrets Erin. O.C. Plate Gnwp Anchor Substrate Edge O.C. Embedment PIe1e X O % X % o:Y Embedment Distance Distance Required? z Distance Distance Required? 114'steel Ultrecon Hollow Block 1' 8' 1-114' No Z S.Pine 518' P 7318 Yes S.Pins 5/8' 1' 1318" No #14,steel SMS(GS) 806375 Alum. 318' 518' 1/18' Yes A #14,steel SMS GS 8063-T5 Alum. 318" 5/8" 0.050 No or#14,410 SS SMS A36 Steel 318' 518' .050" Yes ( ) Ot dot O ��\ , or#14,410 S3 SMS A38 Steel 3!8' 518' 0.050 No 4041 •• A 3 S c .045',18 Ga. Yes �ON ..... Ai !O p �� .•. .,• F i A653 Stud,Or.33 318' SIB' .035',20 Oa. No • 2. le 1' 4" 1314' Yes P�,t1�� yyv ��,• �1GENSE •.,� S.Pine 578' T 1318' No 2�Sk Conovte• a•1{2i 1378' Yes #12,steel SMS(G5) 6063.75 Alum. 318' 5/8" .050" No D 1/4's7�i8lrac0T{ llotlaM 8l*k • *-112• 510 1-1/4' Yes E EJ f� P 0� _ No.58705 B or 912.410 SS SMS A36 Steel 318' S/6" .05tP No •• •• Bloc -it. t 13/4' Yea A653 Stud,Or.33 318' 578" .035",20 Ga. No 1/4'410 SS 3.35k Concrete 1' S" 73/4' No ,�/{-r—:, jr 2.85k Concrete 2-112' 4' 1318" No CrcleFlex Hollow Bock 2-112' S' 1-1/4' No �••, f(�/J S 114'steel UBrecoIt 2.8%Concrete 1" 4" 1314' No 3.611 Concrete 1.1/4' S" 1314" 1)OPERABLE(X)WINDOWS MAY BE CASEMENT '• STATE OF =((/ Hollow Block 2-112' 5' 1.1/4' No 91!'ateefU8ltrun HAIAv BIhN• 3-716' S' 1-1/4' WINDOWS WINDOWS OF THE SAME 'i'�S•.jOCORIOP.•�(�`�` C S.Pine 518' 1' 1318• Yes • • • Illed Bloc 2-11 5' • 1314' No ......... #12,steel SMS(G5) BM-T5 Alum. 3!8" 5/8' 1116' Yes y� SERIES. �i� S' �1J: t IONA1- or#12,410 SS SMS A36 Steel 318' 518' .050' Yes 1)ANCHOR MUST EA D A I IMAM 3 RE BEYOND M ALS UBSTRATE. r A859 Slud,Gr.33 318" 6!8' .045',16 Ga. Yes 2)ANCHORS MAY PF6 XH ,PANH FLA ••• • A.LYNN MILLER,P.E. P.E3/68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2B: Window Anchors Required(Over 37"on Short Side Dimension) ♦pp,urcd nt me,plying with the Shot Side F'laridn nhtlag Cod Anchor TYPe\ 40" 44" 48-114" 53-1/8" 60" 83" -1 Dntt r. 1 1 �? A 8 C D A B C 0 A 8 C D A B C D A B 'C D A B 'C D A B C D A B C D A 8 C 0 MOAN L Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 hfyml Undr F7ndut trot under 23" Short Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 8 4 4 5 8 4 4 5 6 4 4 5 7 5 5 A 25-15118" Long Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shad Side 3 4 3 3 3 4 3 3 4 5 3 3 4 5 3 3 4 6 3 3 5 8 4 4 5 6 4 4 5 7 4 4 8 7 5 5 (fes 35' Long Side 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Short Side 3 4 3 3 4 5 3 3 5 6 3 3 5 6 4 3 5 7 4 3 6 7 4 4 6 8 4 4 6 8 5 4 7 9 5 5 37" Long Side 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 3 4 3 3 1)USE THIS TABLE FOR ALL WINDOWS PER Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 THE ELEVATIONS ON SHEET 1.DIMENSIONS 44„ Long Side 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 4 5 3 3 SHOWN ARE TIP-TO-TIP. LIL Short Side 3 4 3 3 4 5 3 3 5 6 3 3 6 7 4 4 8 7 4 4 6 8 5 4 7 8 5 4 7 9 5 5 8 10 8 5 2 FOR SIZES NOT SHOWN,ROUND UP TO THE 0 44 1l4" Long Side 5 8 3 3 5 8 3 3 5 8 3 3 5 6 3 3 5 6 3 3 5 6 3 3 5 8 3 3 5 6 3 3 5 6 3 3 ) e1' Short Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 7 9 5 5 B 10 B 5 NEXT AVAILABLE SHORT OR LONG SIDE J ti Long Side 5 7 4 4 B 7 4 4 6 7 4 4 8 7 4 4 8 7 4 4 6 7 4 4 8 7 4 4 8 7 4 8 7 4 q DIMENSION SHOWN ON THE TABLE- 4 r z°Q 53-118" Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 5 5 8 11 8 5 3)THE WINDOWS SHORT AND LONG SIDE MAY ° J 58" Lora Side 8 8 4 4 6 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 7 8 5 4 BEINVERTED. Short Side 3 4 3 3 4 5 3 3 5 8 3 3 8 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 10 8 5 8 11 6 5 ° �„ Lang Side '7 9 5 4 7 9 5 5 7 9 5 5 8 10 5 5 8 10 5 5 8 10 8 5 8 10 6 5 8 10 8 5 7 9 5 5 4)SEE NEXT SHEET FOR ADDITIONAL o4 W U) Shod Side 3 4 3 3 4 5 3 3 5 6 3 3 8 7 4 4 8 7 4 4 7 8 5 4 7 9 5 5 8 10 6 5 8 11 8 5 INFORMATION. r Q b 86-13/16" Long Side 7 9 5 5 8 10 6 5 8 10 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 10 8 5 Shod Side 3 4 3 3 4 5 T-3 --5 6 3 3 6 7 4 4 6 7 4 4 7 8 5 4 7 9 5 5 8 9 5 5 8 11 6 5 «Q 8T 1@„ L Side 8 10 5 5 8 10 6 5 8 10 ti 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 8 11 6 5 K co j 0 l(7 Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 7 8 5 1 7 9 5 4 7 9 5 5 8 11 8 5 ° Z 88" Long Side 8 10 5 5 8 10 8 5 8 11 8 5 9 11 6 5 9 11 8 5 9 11 6 5 9 11 6 5 9 11 6 5 d Short Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 6 8 5 4 7 9 5 4 7 9 5 5 Q �j Lon SWe 8 10 6 5 8 11 6 5 9 11 6 6 9 11 6 6 9 11 6 6 9 11 6 8 9 11 6 8 9 t1 6 8 Z Z E Z 70" Shod Side 3 4 3 3 4 5 3 3 5 8 3 3 6 7 4 4 6 7 4 4 8 8 5 4 7 8 5 4 7 9 5 5 Q H 72" Long Side 8 10 6 5 9 11 8 6 9 11 6 6 9 11 6 6 9 11 8 6 9 11 8 8 9 11 8 8 9 11 6 6 W W Short Side 3 4 3 3 4 5 3 3 5 8 3 3 5 7 4 4 6 7 4 4 6 8 4 4 7 8 5 4 7 9 5 5 Y 0_ W 74" Long Side 9 11 6 5 9 11 6 6 9 12 t33 9 12 7 6 9 12 7 6 9 12 7 ti 9 12 7 8 Shod Side 3 4 3 3 4 5 3 3 5 6 5 7 4 4 8 7 4 4 8 8 4 4 6 8 5 4 j Q � 78" Lon Side 9 11 6 0 9 12 7 6 9 12 9 12 7 8 9 12 7 8 9 12 7 8 9 12 7 6 > Short Side 3 4 3 3 4 5 3 3 5 6 5 7 4 3 5 7 4 4 8 8 4 4 6 8 5 4 O 0 V8d" Long Side 10 13 7 6 10 13 7 7 10 13 10 13 7 7 10 13 7 7 '� O --0 W sV ShodSide 3 4 3 3 4 5 3 3 5 8 5 6 4 3 5 8 4 3 E 0 Lon Side 14 18 10 9 o A Q ti LL 114' Short Side 3 4 3 3 w EXAMPLE 1:FOR WINDOW SHOWN BELOW,7N 8"ANNEALED LAMI.GLASS.1/4"MASONRY n a w ANCHORS INTO CONCRETE,*701-80 PSF DP REQUIRED,NO ANCHOR PLATE ® <m N N Nn Q 10' 0 SLL x� x Lam. 4 =cwi m'�i a 'I 4" 4"r` L z s 4 00 0 Sax AWNING ANCHOR$(SEE SEPERATE NOA): FIXED CASEMENT ANCHORS: �z z A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF*701491. / A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF*70/•83.1. 0 ll 11111111 1117 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE 1 B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. 10'6" /•• • • • • •• SUBSTRATE DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. ��� ON,..••••..•,(C( • • • • • • 1325' : '�'�.•IGENSF '•.F'P �� C)FROM TABLE 2.6 ANCHORS ARE REQUIRED IN EACH JAMB. �� ••�� C)FROM TABLE 28,5 ANCHORS ARE REQUIRED IN EACH JAMB. Q' 61" • •• ••• • • D)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. _ * No.58705 _ D)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET i. \ E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. ,Q K— f3 - F)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY • \• •• ••• • •F)PER RULES ON SHEET 2,INSTALL 7 ADDITIONAL ANCHOR ON THE FRAME %�O,c'•,• 7: E P,.'•.\_�� TUBE SIDE OF THE FIXED CASEMENT(HEAD&SILL). TUBE SIDE OF THE AWNING(HEAD 8 SILL} 4. • • • • /ySSEMBLY 35" •• 200 •• ••• A LYNN MILLER RE 48" P.E.K 66705 0:0•• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 1 5/16°LAMI 1/8 AN-.090"PVB-1/8 AN 4PProred as complying 111E the DalePlurwWAN,n ldluB Code Date 6 8-1 Dade Prod.,t C.trol TABLE 4: Design Pressure(pal)for Single Windows,All Anchor Groups �••'Y�••��: ❑ Short Side under z3• ff.70/40 -Jr4• avvr 37• 44• 46-v4• usur Se• �• SHORT a LONo under 23• +m-90 mAO +711-9D +70/-90 .711-90 ,080 .711-80 ,0.90 .711.40 SIDE SIDE 2S1&16' +m-91) 1190 +m90 +71190 +711.90 .711-90 +m-Bo ,711-90 +701&0 l Qc 37• .090 m90 +70/90 +7a-90 +701.90 .711-90 .701-84.1 ,711-77 .711110.1 L 44• ,m-90 m-91) .711-e1) «71)/-90 +11190 +7a44.t .s0/-71) .ea-67.e .ea8t3 LONG � -RT J yq 48.114• ,701-90 ro-9D .M90 +701-91) .70/44.1 «mbat .601.70 ,6a83.z SIDE SIDE LL 63-118• +701-90 090 +0-90 +701-94.1 +Ba-70 +W-70 .Ba-67.5 W 56• +70/-90 moo +71143.2 .701-77 .ea67.s +611111.2 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR +701-9g +7 3• 11-90 +701-90 ,0.76.6 +m-IO.t .ea-01.J LOCATIONS AND QUANTITIES. 0.. _j6n 76• +70490 .70/.84.6 .01-5.7 7w.7& +1558 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 1'• a U OR HORIZONTALLY AS SHOWN. co_ F W +70490 +70)WA ,0.71.3 +1-54.20 J 16 � zJ a N TABLE 5: 5 UL r- Design Pressure(ps9 for Wirdowe A9e4hed to a Frame Assembly Tub. 0 ri Dc0 U, O «(0 0 VlAndav Oimenaton'A' � "� W Z 6,iCO rM uer23.25.15116• 27314' 33.12' 3 44' 48.114' 511/6' 58• 83• o Q d Archin Anchor Anchor Anchor Group Anchor Group Anchor Grail Anchor Group Anchor Group Anchor Group Anchor Group LU Group Getup Group o� All A9 AD A,CBD B A,C&D 8 A 8 C&D A B C&O A B C&O A 8 C O A B C D oder 23' +711-90 +70190 ,711.90 +m-9D +71192.1 +701-90 .m-74.3+m-79.7 N-625 +70/ +0.72.7W*M.W.l 71190 «/fi8.1 .151.6 .m-90 .140.5 +/-47.4 ,71157.8 +70190 +/5&7 +/-43.6 +0-80.7+m-89.5 Z rn Z 241&188 .711-90 +0-90 .711-90 +m-90 4090 +701-84 +m-90 +m-70.7 +7a9g ,701-00 +1-64.4 m9D +158.6 +090 .711-9g +/-G3.8 +70154 +701.90 .m-90 +/-49.3 +m-77.3 «090 ,701 0 W in 3T +m-91) +711-90 +701-90 +701-90 +090 +711-90 +m90 +70191) ,701-91) +090 .m-90 090 +71194.1+701985.70194.1 +711-77 +ma3.6 .711-77 +701.77 +7x-70.1 +/87.8 +701.70.1.701-70.1 Y LU LU 44' +7x90 .711-90 .71190 .70190 +ro-90 .711-91) +090 +090 +ro-61.6 .090 +0.61.1 -64.1 +m-71) .8x977 +ea-71) .61187.9,6x91.9.60147.8.6x87.8+601.813 ./-67 .W.61.3+80187.3 48.174• .711-91) +70190 +70190 .70190 +7x90 +7190 +m90 +711-64.1-+7x811+084.1+048171180.1 462-71) +60.61.7 +Ba-71) +ea43.2 +/-56.4 +61183-2 4M.6&253-1/8' .711-90 +70190 .701.90 +090 +m90 +7ae4.i.084.1 +601-70 462-70 461-71) +(W-70ea-71) 4601-675+60147.4,801-87.5 Z U58• .m-91) +7190 ,71190 .i0/-83.2+1143.2 ,701-77 .m-77 Wa47b,6a87.e.61147-8.6a83zeam.2 0 u�_ p 8 Q 63• +m-90 +71190 +711-90 +70/-78.5+70/-76.5+0-70.1«0-70.7+M-61.3.611-61.3.611813 $ O -t[q LU ;U 76• +090 .71184. +0.75.7 .158.9 +/-517.9 .1-55.6 056.60 e W u X $ •t 84' +ro90 .71140.4.70/.71.3 +154.2 +134.2 1)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. ¢n a r n m FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE o x _ =(WjmN Q til FRAME WINDOW FRAME6:1SEE SHEETS 1,4&5 w w o o 0 ASSEMBLY SEE SHEETS 1,4&6 FOR >o_x DIMENSION TUBE FOR WINDOW ANCHOR o O TUBE WINDOW ANCHOR •B• LOCATIONS AND ^z z w LOCATIONS AND T} QUANTITIES.SEE SHEET O WINDOW QUANTITIES.SEE SHEET I til MAX 3 FOR ANY ADDITIONAL DITIONAL ANCHORS REQUIRED 1(11 I I 1117// DIMENSION 3 FOR ANY AD fl •A• ANCHORS REQUIRED • ••• • � N..•••••.A Z FOR THE FRAME • • 11DDIVIOML ��EIV TUBE. :�1��•'�ICENSC•'�F�P �WINDOW ADDITIONAL ASSEMBLYTUBE. • WIN,,,,,��•,•, • •___-- DWFNSION�- ANCHOR -�DIMEN81DIf :),IPREo ••• • •e• 14).IF REQ. • • • • • • • • = '. N0.58705 CA STATE F •��� ••• 1 • :•• • ••• 1 7`/r,S/ONA\- • •• • • •• • • • ••• • • • ••• • A.LYNN ROLLER P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P'ED 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR GLASS TYPES: 5)7/8"LAMI.IG:(1/8"T-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Approved at complykawilb We F7oriJa ildlnBCm)t Date WAN TABLE 6: :51101191 pads Product C'ygltot Desl9n Preuure(psi)for SYple Windows,All Anchor Groups I FJ Shpt Side under 23' 25.16116' 27-3!4• 33.12' 3r 4Y 49-1/4' 631W 6B' or LONG under 2W +701-90 47x60 +701-90 +701-90 +701-90 .701-90 +701-90 +701.90 +70(-90 +701-90 SHORT SIDE 25-16116• +70160 +70/4o +701-90 +70/-90 .701.60 .701.90 +701.90 +701-90 .701.90 +701-90 3r +70140 .70160 .701.90 .70140 .701-90 +70140 .701-90 .701.90 +701478 +70/.79.9 T 1 c 44' .70140 +701-90 .W90 +701-90 +71960 +70140 +701-90 1 LONG I SHORT I J 0 4&1/4• 4701-80 .701-90 .70/40 .7W.90 +70140 +7-340 +7&-90 SIDE ~'I SIDE r 53-118• +70160 .70140 of-m +701-90 .7or.90 LL 58• .701-90 .701.90 +701-90 v0/-90 +70147.8 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR O 63• .701-90 .70140 .70169 +70147.2 +701-79.9 LOCATIONS AND QUANTITIES. 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY a J 78' +701-so .101-90 +70188.3 ) e4 +70160 .70169 +70141.3 I 1 1 OR HORIZONTALLY AS SHOWN. o c U z Q o C*4 TABLE 7: 0 Deslpn Pressure(pop M Windows Attached to a Frmne Asaem*Tube Do LL O Willow Dlmerobn•A• w o 0�0 W O under23'1 261&16' 274y' 3312' 37• 14' 4&114' 6.-Vr fir fir Anchor Anchor Arch Anchor Group Anchor Group Arch Group Anchor Group Anchor Group Anchor Group Anchor Group > Z Group Group Group LU > A9 A8 A9 A,CSD 8 A,CBD 8 A 8 C8D A B C8D A B CeD A 8 C 0 A FCTD Under 2r +701-90 +70E-90 +70f40 +701-90 +70/42.1 +70140 +701-74.3 +701-79.7 4/82,5 +701-90 +701-72.7 +146.9 +70160 4168.1 041.8 1 +70140 6180.5 +1.47.4 .701-87.6 +701.90 .145.7 .143.6 .7&40.7 .70149.6 Z v1 Z m 25-16110• .701-90 .701-90 +701.90 +70140 +7060 +70146 .70160 .701.70.7 +70140 +701-90 +184.4 +7x.90 +701-90 41-W.6 +701-90 +701-90 +/-53.8 .701-84 +7&60 +701-90 y�9.3 +701-7.8 +7x40 +7-340 3T +70/-90 +701-90 +70140 +70140 .701.90 +701-90 +701.90 +70140 .70140 +701-90 +701-90 470148.4 .70140 .70140 +70180.6 +70140 +70147.8 +7&-73.0 .70147.8 +70147.8 ♦701-19.9 +/87.8 .701-79.9 .701-78.9 (1) 2 44' +701.90 +701-90 +701-90 +71940 +70160 +70160 .70160 +701.90 +70141.5 +70140 .701-90 +701.74.4 +70160 Y W W 481/4' .701.90 +M-90 +701.90 +70/60 +701-90 +701.90 +701.90 +701-90 +70149.2 .701.90 .70148.6 .7441.3 +70,F40 I 63118• 0101-90 .ro40 1 +70140 +70140 +700.9) +7440 .701.90 >>O Z U r s9' .701-90 +701470/6 0 +I0/-90 +7x40 + 0 +71987.8 .7(947.8 S3' +7460 +7460 +70/40 .7447.2 .7"47.2 +70149.9 .701.79.9 (1) o 2 Q 78' +701-90 .70160 .70146.3 n O W »U 84• +74-90 +701-90 +7x41.3 p $ W `8 W I)THE WINDOW'S WIDTH AND HEIGHT MAY BE INVERTED. m rcn n N FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE "Jt u�i nJ0/ O4Xr� F FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 10' FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 F>o x o 1 MAX. ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR 0 0 �E 1LM�TIONSNDOW AND QUALOCATIONSITI .SE f z z J� QUANTITIES-SEE SHEET T} 10•MAX QUANTITIES.SEE SHEET WINDOW 1 3 FOR ANY ADDITIONAL DIMENSION 3 FOR ANY ADDITIONAL C ORS REQUIRED 1111 I I 1 /1 •A• ANCHORS REQUIRED • r ••• • • � E `` �V ••,-•Ml((��i�i FOR THE FRAME • • • DC/1'ItolelL YTUBE. _WINDOW ADDITIONAL ASSEMBLY TUBE. WIN N ••• • _� `T� �( DIMENSION ANCHOR Q�EN 4)' • • f _ e (a),IF REO. •• 0•• •• • • • •• No.58705 CA �- = 3 1£f 13 ' STAT•• ((/ ••• i • i•• i • �•• i i l0NA- \\`'` • •• • • •• • • • ••• • • • ••! • A LYNN MILLER.P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.EB 68705 0:0•• • • • • ••• • • • •• •• • • • •• •• FOR GLASS TYPES: 2)7/16'LAMI.(3/16"AN-.090"SGP-3/16"AN) kpprovtdummp114Rg Willi Ike 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3/16"AN) o eua luing 8)7/8"LAMI.IG:(3/16"T-1/4"AIR-3/16"AN-090"SGP-3/16"AN) IyAA9 M mi Uade Product C' TABLE& 11y a S ElDeagn Pfecauro(psQ Sfor Single HMridor.s,NI Anchor Groups I r hort ide .1`- I{ Wer 23• 2615116• 29' 31-1/Y 34' 401 54' Bb' 63• 67-1R' LONG urMer 23' +801-130 +90/-130 01901-130 OD1430 +901-130 +801-130 0180/-130 +BOI-130 0184.130 .90/-130 SHORT SIDE �C 25.15/1W +90/-130 +94.130 +94.130 +W130 +90/-130 +90/-130 +901.130 +9DJ430 +901.130 +901-130 c 63' •90/-130 +90/-130 +94.123.1 +901-116.5 +90/-110.7 .W.100.7 41m 89A 41-88.1 +/-83.1 +1-78.3 T Z LL 87.1/2' +94-130 +9D'-130 a901A20.7 +901-113.9 +94.106 +94.97.8 N-84.8 +1•00.5 H-78.3 N•75.1 LONG I SHORT I O a 7Y +901.730 +90/-129.2 +90/-118.7 +90/-tt/.e +9a-1058 +W45.1 N-01.3 +l•76.1 +1.73A SIDE -�1 SIDE Lu � d TV +901-13D .WA27.8 .901-117.7 .901-110.2 +901-104.1 .901-93.2 +1-78 H-72.5 _J a 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR Z Q N' +901-130 +90/-1253 .90/-114.6 +91Y-107.5 .901.101.3 H-89.9 +1•70.7 r PU 114• +901-130 +901.119.8 +901.108.6 +901-101.4 +M-95 .1-73 LOCATIONS AND IONSQUAMAY B 134• .90/-130 +90'-717.3 +901-706.3 .9a4o +901-92.01 2 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY 145' +94.129.8 +901-11e.4 +901.1053 .94-96 OR HORIZONTALLY AS SHOWN. Z J o TABLE 9: N U` LL Design Press (psQ Im Windows Attached to a Fnme AssemW Tubo " O O WirdoW DYmlenslon•A• �. $ o" a Z H 00 Wer 23• 2615118• 29' 31-1/T 34• 40• 54• or Anchor A tW Ancfar Anchor Group Analm Grail AncfW Group Anch.Groep Anftr Group Anohm Group Ll.( § w Group Group Graig All AN Al 0.C8D S A,CBD e A B C8D A e C8D A 8 C D A B C D � z mZ Wer 23• +701-90 +70/-90 +70140 +74.90 +701-87.4 +70/-90 +MI80.6 .70147.7 +1-88.7 +701-911 .185 +1-50.8 .7111-90 +/-58.5 +/-45.6 +70/-04.7 .70-80 +/55.7 ./43.6 .701-80.7 .701-89.5 Z r145' +701-90 .701-90 +701-90 +7440 +701-W +74-00 .74-90 +74-77.7 +707-90 +70/-90 +157.6 +7440 +701-90 +151.8 +70181.2 +701-90 +74-90 +189.3 +70/-77.3 +701.90 +701-W Lu .70140 +701.90 .7480 +701-90 .701-90 +7a40 +70140 .70-90 +701-90 +70/40 +70183 +701-74.3 +70/-09.I +701-74.7 N-58.9 +70188.1 +70e-88-1 +701-71.1 +1817 +70183.1 +701-83.1 w LuLu +70180 +701-90 +701-90 +701-90 +70180 +748D +701-90 +7080 +7480 OW-90 +74.77.4 +1-89.3 +70184.8 +189.7 +/52.4 +70180.5 +70180.5 +188.4 +1.59.4 +70/-78.3 +701-78.3 +70180 +74-90 +701.90 .701-90 .7440 +7a-9D +7a40 +74-9D +7480 +701-00 +701-72.6 +701-73.1 +701-81.3 ./.053 +/85.8 +70/•76.1 +74.76.1 +/82.2 .155.7 +701-73.8 +74-73.8 ? a 8 +70180 +74.90 .70180 +7480 +70-90 .70180 .70/-90 +701-90 +7480 +7080 +701-76 W-uga +701.78 +181.9 +1-624 +701-72.6 +701172.5 > Z U _r +70180 +701-90 .7480 +70180 +Id-90 .70140 90 .701.89.9 .701-00.9 +701894 +Ia-70.7 ./$2.7 +74.70.7 .. r +70140 +701-RI 0170140 +701.9D +701-90 +701-90 .7480 +701-73 +70/-73 .701-73 - c F5�k F5 17 - Q .70180 +70/40 .701-Bo .701-80 +701-90 .7080 01701-90 E O W N U +70180 +701-90 .701.90 .7000 +70140 > P x i=LL y � o � 1)THE W WDOW S WIDTH AND HEIGHT MAY BE INVERTED. FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE O�X� F FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE _ m'FRAME y a �ff FRAME SEE SHEETS 1,4&5 FOR WINDOW ASSEMBLY SEE SHEETS 1,4&5 a Y o MAX ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR o p F TUBE WWDOW ANCHOR -g• 1 LOCATIONS AND oz Z w LOCATIONS AND T .J.- QUANTITIES.SEE SHEET WINDOW QUANTITIES.SEE SHEET I 101 MAX. 3 FOR ANY ADDITIONAL 11111 I 1 I I1 DIMENSION 3 FOR ANY ADDITIONAL fRS R QUIRED LT IN[V -A• ANCHORS REQUIRED • ••• • • F N FOR THE FRAME • •eliNNZT YTUBE.WINDOW ADDITIONAL ASSEMBLY TUBE. WN DIMENSION� ANCHOR - (4) •(4).IF RED• ••�•"" t�• •• • ••• No..58705 �fSO tFS73 rtL� • ••• •• ••• • • �G�•.• SAE F ((/ 0111110 ••• • • • ••• • A.LYNN MILLER P.E. SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS PEA 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: 3 7/16"LAMI3/16 HS-.090"SGP-3/16 HS APVro1ad 7.01 r61111)(ylag N11f1 I4P LAMI(3/16 h7orldalig 7)7/8"LAMI IG:3/16"AN-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) oAN_9)7/8"LAMI IG:(3/16"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS) h Incl TABLE 10: Duign Pr m tmQ fDr Single Wwxl0 ,All Anchor Gmupa ❑ Bhal Bid" L -F urder2S 2616/16• 28' 31-117 34• 40' ld' 60' 0-1 67-113• SST LONG under 23' +gW-130 .801-130 +90'-130 +90y-130 0907-170 ,901-130 +901-130 +901-730 ,1101-130 ,601-130 SIDE SIDE r7f* .9W-130 .901-130 .901-130 .601-130 +90-130 +901-130 +901-130 .9W-130 +901-130 .901-130 aga-130 .901-130 +901-130 +901-130 aM.130 aga.130 +901-130 40W-130 ,901-130 .9.-130 T LL +9.•130 +9.•730 .90.130 +990.130 +g0,-130 IgW13D +90-130 +9W-130 +901-130 +W-130 T � LONG -.� I SHORT I � q .90'-130 +90-130 +901-130 +901-130 +9x-130 aGW-130 .901-13D +901-190 .90.130 SIDE 1 SIDE Lu.9W-130 +DW430 +901-130 +901-130 .901.130 +9W-130 +901-130 .W-130 a+90-130 +60-130 +90/•130 +901-130 +901-13D +901-130 +901-130 1)SEE SHEETS 1,4&5 FOR WINDOW ANCHOR+901-130 +901-130 +901-130 +W430 a9a-130 +9d-130 LOCATIONS AND QUANTITIES.2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY ,90430 +901•/30 +9x•130 ,901-130 .9x•130 OR HORIZONTALLY AS SHOWN.+901-130 +901-130 +901-130 +901-130 p Z a 04 Q TABLE 11: (7LL Deign Pmasaa(pa0 IN Wlndo Ahad"to a Fn Al-Aty Tube a: ., OO ul Windw DI-lon•A• $0 d Q C3)under 23' 261&16• 26• 31.07 34' 40• 61' 601 03' CL Z Anchor AArpher Aro I.Group Anchor Gmup Afth.Crap Ah.Group ArghorGmup Anoha GroupLu co Group Groupmup Group AN I AN I AN A,C&D B A,C&O B A 9 C&DFA B C&D A B C D A 61 C D F- "Z under 237 +7&S0 .7W40 +7040 +701-90 +70127.4 +70190 +M-wa +7W.87.7 +/4NL7 ala-90 .130.9 +70190 .156.6 &45.8 +7.-04.7 .7.•90 +1-55.7 ./-43.8 ,701807 +70296 U) Lij Z261&78' .70,20 +701-90 .7aS0 +70-90 +701-9D +70150 .70190 .701-77.7 +7&-90 .701-90 .7W-90 -7&-90 ,/51.8 +70121.2 +70190 +7.90 ./49.3 .701-71.3 +701-90 .701-90 (n63' ♦TW40 .70190 +70140 .701-90 .7&90 +79090 +701.90 .7.•90 .70190 .701-90 +70190 .701-90 .701-90 .701.90 .IW-90 ,701-90 +701-90 ,70127.6 +70190 +701-90 YWul 67-ur .7090 .704 o ala-90 A40 +70-90 .ro1-90 :70 +701 90 .701-90 .701-90 +7040 .7040 .701-90 .701-eo .7040 .70.90 .7.29.1 .701-90 +7040 77 +701-9D +701-90 +701-00 -90 +70190 .rol-90 +701-90 ala-90 +701.90 .701-90 .70'-90 .70140 .7.40 +701-90 47.90 +7&-90 +7060 .701-90 +701-90 Q ja 76' +7090 .rot-90 .7x-90 -90 +7.-90 .7(&•90 47.40 .7.20 +701-90 .70/40 47.40 +7x90 .701-90 .7x•90 +7.-90 Q Z64• +70-90 .7a4o .701-90 -90 .70190 +790-90 .701-90 .70140 +701.90 a7a-90 .7a g0 114• +701-90 .70190 .701-90 -90 +7x90 .70190 +7.40 +7x-90 +701-9D O 055 W134• +7090 .7.-90 +70190 90 +7.40 .7x-90 _a o uiu 77.40 .79090 47.-90 -90 E -D $Q ll y 1)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. a� a FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE 0FRAME w o. =UmN i 10• FRAME SEE SHEETS 1,4&5 FOR WINNOW TUBE SEE SHEETS 1,4&5 rOw->o Y o MAX ASSEMBLY WINDOWANCHOR DIMENSION 7(fgE FOR WINDOW ANCHOR TUBE LOCATIONS AND •� LOCATIONS AND z QUANTITIES.SEE SHEET T 10•MAX. QUANTITIES.SEE SHEET t I I I f o WINDOW T 3 FOR ANY ADDITIONAL DIMENSIONrc" 3 FOR ANY ADDITIONAL ANCHORS REQUIRED •A• ANCHORS REQUIRED ri� FOR THE FRAME •• ••• • • • • •D .� FOR THE FRAME ���•�.,.•ViCENg (F' �� • • • • ASSEMBLY TUBE. Q•, 1- '•.9 WINDOW ADDITIONAL ASSEMBLY TUBE. • • ••WINDOW • OR = : �DIMENSION� AN • •• 1-01-�OIM&I.1SIv11�-••(4).IF fEO. _ No.58705 ' •W (4),IF REO. • • • • W• • • • _ ' SOX\ STATE OF ••• •�• ••• •�• ••• ••• � 0NAL IE,, .. • • . • • . .• • • • •• • • •• • • • A LYNN MILLER P.E. ••• • • • ••• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E968705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • lb FOR GLASS TYPES: 4)7/8"LAML IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) APP-ved eleomplyleg4 Uh We FToHde Buldln0 Cod, Det. 1 o{OAN TABLE 12: 8 lel/'bode, ON(,oetrel tDnlan Pmasum(ps0lor Smile Windowe,All Anclar Grapy ❑ Shat Side under 23• 2&1&16' 27.314• 33112' Sr 4' 46414' 63118• 58' Sr LONG undo 2S 46W-70 4800.70 +60/-70 +8W-70 +BW-70 +801-70 +00/-70 +B .70 +BW70 4W-70 SHORT SIDE y 25.18!10• +601.70 +80/-70 +BBI-70 +80'-70 +80/-10 +801-70 +801-70 +BBI-70 +6d-70 +601-70 SIDE 2 3T +801-70 46W-70 +00/-70 460'-70 +801-70 +501.70 4M.70 +eW-7o +801-70 .1l e 44' +60'•70 +801.70 +80'•70 .6.•70 +601-70 .60/-70 +00/-70 +SW.70 +60/59.8 +60/-829 �I LONG � I SHORT I J 46.114' +801-70 +801-TO 4OW-70 +8-70 480/-70 +Bill-70 .801-TO +M.To -ODI-64.9 SIDE -1 SIDE E' 61110' 4801-70 +801-70 4601.70 +60'-70 +601-70 +BBI-70 4801-70 +60/-09.3 LL 9 68• +8x•70 4001-70 +6W.70 +60/-70 +60/.70 +Wla.6 +M.84.9 1)SEE SHEETS 1,4 8 5 FOR WINDOW ANCHOR W ST +M-70 +80'•70 +8-70 48.70 .e0/-70 -ow-W.9 LOCATIONS AND QUANTITIES. d J 76' +601-70 .Bn-7o .601-70 48a-0o.5 +1.57 2)TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY t i U 801• +601-70 .BW7o .601-7o +/-66.6 OR HORIZONTALLY AS SHOWN. o U � ;Q TABLE 13: 04 NQNQNQ Dealpn Pmaswe Ipso for Windows AllwAmd N e Fame Assembly Tube LL Winder Dlmenabn'A• `O O under 2Y 2416118' 27314' 33112` 37' M' 44114' 03116' �' 83' CD w Z p Anchor Anchor Am W Amtar Anchor Anchor Gm" Anchor Group Anchor Group Anctar Gmup Anchor Grail op a o �Z Group Group Group Group Grout All All AN An M WA B A B C&D A B CED A B CeD A B CeD W 3 1 U) under 23' +80/-70 4601-70 46W-70 +601-70 +601-70 +60I-02.5 .601-70 +156.9 460/-70 .BN88.1 US7.6 +601-70 +80'-00.5 +1.47.4 4ew-70 +/-65.7 +143.6 4601-70 2616118' .M.70 +801-70 +ON-70 +601-70 OW-70 +8.70 +M-84-4 +601-70 +OW-70 +158.0 .6N70 +601.70 +1-53.6 +601-70 +601.70 +149.3 .601.70 .601-70 � Z N Z37 .6W-7o +6m-7o +601-70 .BW-70 +601.70 .6W7o .OW70 .601-70 .601-70 4eW-70 .ea-7o .W-70 +6a.10 +601-70 .ea-70 4mm1v +ea57.6 +Bol-70 � W44• +801-70 +6.10 .601-71 .W.70 4801-M IeW70 4111-7o ,sa-7o IM-76 +6W7o .60157.7 .ea-70 .WW.6 460/-61.9 +W-0.6 .W-819 .157MAx' +0.70 .eye.70 .W.70 .m.70 .M.70 +60/-70 .6x.70 .00157.6 .ea-70 +ea-70 ,W513 .801-70 .6W-ll ./-58.4 .60/64.9 5[ W w a 53-IW .eW70 40W-7o .Ba-7o .ea-7o .601-70 .601-70 .601.70 .60f-70 4OW-70 +Ba69.3 .60(67.4 .6a�a.801-70 4601-70 .8.70 +8W-Po .BBI-70 .80169.8 .M.64.9 QW44.9 .60154.963' +ew.7o 48.•70 +6.10 .OW7o +BW-709 +80162.9 O Z U 76' 46W-70 +6.•70 +BW-70 Iww.6 +157 84' +6W-70 +W-70 .M-7o +156.6 Q (f) W �U I)THE WINDOWS WIDTH AND HEIGHT MAY BE INVERTED. y £ K W X .� t_EL rn W FIGURE FOR HORIZONTAL FRAME ASSEMBLY TUBE Gn,�,al a FIGURE FOR VERTICAL FRAME ASSEMBLY TUBE z„1 Ko LL 2UmV1 FRAME 10' L� FRAME WINDOW ASSEMBLY SEE SHEETS t.4 8 5 r w R o 0 I(� SEE SHEETS 1,485FOR >aY ASSEMBLY DIMENSION TUBE FOR WINDOW ANCHOR o o TUBE WINDOWANCHOR •e' LOCATIONS AND oz z w LOCATIONS AND T} QUANTITIES.SEE SHEET v WINDOW QUANTITIES.SEE SHEET 101 MAX 3 FOR ANY ADDITIONAL \�4 IIII 11//1 DIMENSION 3 FOR ANY ADDITIONAL ANCHORS REQUIRED , •A. ANCHORS REQUIRED •• ••• • • • •• FOR THE FRAME �` �� 1GENg; -17:i FOR THE FRAME • • • AgpITIaNAL ASSEMBLYTUBE. C '•.'P�� + I4D.. N�- ADDITIONAL ASSEMBLY TUBE. • • •♦♦Wtp0•y AP�HORIIIANCHOR • •• •--.•�DIAENSION pY-•(4),Iligl ND.58705(4),IF REQ. • • • + rp•• 111��� • • r�lz ��•.. S7 EOf • �• • 7 NALE,, •• • • • • • • •• • • lrnlnl"` • •• • • •• • • • A.LWN PALL",P.E. ••• • • • ••• • SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS P.E.0 68706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to —� D82'3.64Y 1.124'�- f ASSEMBLY DETAILS � '2Y .439' 2.701' . i 2.784' 4 ' ;.09T OFRAME HEAD, 71 FRAME SILL&JAMB ASSEMBLY TUBE #7005,6063-T6 #7004,6063-T6 6 040' 1.356" 441' AS REQUIRED 2 PER TABLE 3, .289" 09.5' t INTERIOR SHEET 4 OINST.HOLE COVER O ANCHOR PLATE 70 ADOON FLANGE #7007,6063-T6 #7071,6063-TO #134,6063-T6 TABLE 19: Item Dwp.# Description Mat 1 7005 Main Frame Head SIII&lambs 6063-T6 Alun. 172' � � . 2 7071 Anchor Plate 8083-T8 Alum. ,05p- .708' 3 7007 Installation Hole Cover 6063T6 Alum. 4 7010 Frame Comer Key Steel .866' •886' .870 .owr 6 7078 Frame Gasket Vinyl Foam 88 LLL T 10 1 7055 IFIxed frame Hole PI 6�.PVC ,f ���""'illl 31 DuraSealSpacer BEAD B BEAD C BEAD D 32 1713 Se"Ing Block 5/32"x 3/16"x 1-1/4" EPDM 35 36 37 33 1714 SettingBlock 5/32"x 1-7 16"x EPDM 1- 4" O #7036,6063-TO #7042,6063-T6 #7059,6063 T6 35 7036 Bead 6063-TSAltan. 40pnwed as complying with the 36 7042 Bead C 606378 Alum. Florida arida Boldl Code 37 7059 Bead 0 60le4 P Alun. h 38 1224 Vinyl Bulb Wst TF11ek • FN PV 70 • \tV fl7j Rersee By: Data. Rwision: t1}Is�Dede set nfre • •Fie•PUC 7O • • J C 7 39 1225 Vinyl Bulb Wst Thin • \�•�,oNy LYNN By 50 Oow8995111mnBadcbeddln • • •�c1•�•'•�CENSF'•<<F,Q�: Re";sedBr. Dote. R-hion: r' 70 134 Add-on Flan e • s606�T6IJurr • �s Q • ' 71 7004 Casement Frame Ass Tube 83' Wm• .4•No.58705 ' 86 #8X 1-1/2"Quad Pn SMS Stainless Steel Stainless Steel = - ® Descrip0on: gown By: 90 #12x 1"Ph.Pn.TEK Stainless Steel .-D; 3 Ik�r ; = BOM AND EXTRUSIONS J ROSOWSKI ••• •:• ••• •:• � �+.• O �•,• 1070 VE CHNOLO 34275E Title: Dot*: • . •• . s •.F�,R,or,.• FIXED CASEMENT WINDOW DETAILS-LM 08/08/12 •• • • • • • A ••• `__\\�`� P.O. BOX 1529 • •• • • •• /`7t �A�4``� NOKOMIS, FL 34274 Series/Model: Scole: Sheet: Orowfnq fJo. Rer. ••• • •••A!L P1,M L1, P.E. CERT. OF AUTH. #29296 CA-740 NTS 11 OF 11 M D-CA740F-LM .F�(i8705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T MIAMI-t]ADE MIAMI—DADE COUNTY,FLORIDA Ema PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-259D F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.miamida�e.�ovleconomv PGT Industries 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami--Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIP'T'ION: Series"PW'701/720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-520, titled "Series Fixed Window Installation Guidelines",sheets 01 through 10 of 10,dated 07/14/03 with the latest revision dated 07/01/13,prgftared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Mialpi--Dade Cottpty Oroduci;..••• Control Section Renewal stamp with the Notice of Acceptance number and Expirltitiol4 date by the Miami--- • Dade County Product Control Section. •..••• '••' : 000000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 000000 :6000: LABELING: Each unit shall bear a permanent label with the manufacturer's r1*ue.dr logoy"m;state;•••• model/series,and following statement: "Miami-Dade County Product Control Appmw&, unlgss.a ftrwise•'••• noted herciu. •• •• •••• ••••;• REVISION of this NOA shall be considered after a renewal application has beet;Mad end there has been....:. no change in the applicable building code negatively affecting the performance of this product. ;0000' TERMINATION of this NOA will occur after the expiration date or if there has bean aYevisiQn ct'diange' in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages Irl and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 13-0502.03 MIAMId�ADECOUNTY '`.(y. ` Expiration Date: February 19,2019 Approval Date: July18,2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 aluminum fixed window, prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL--7212, dated 03/21/13,signed and scaled by Marlin D.Brinson,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 201-94 699* 5) Cyclic Wind Pressure Loading per FBC,T.AS 203-94*.... ••••;• along with marked-up drawings and installation diagram of afum1nem fiVd:41dow, •. prepared by Fenestration Testing Laboratory, Inc., Test Repoil§Fib's FTI-13835 and••••• FTL-3850 dated-07/18 and 31/03, all signed and sealed by fosq}joe. Chap,17.X. ;•••• (Submitted underprevious 1NOA No. 03-1105.01) •••••• 0000 . 00000 00.00. . 00 0000. C. CALCULATIONS •• •• •••• •••••• 000. 1. Anchor verification calculations and structural analysis, comjfyir�g;with.FBQ--2010••..:. prepared by manufacture, dated 04/29/13, signed and sealed;by Anthony V.0Miller:••••; P. E. 000 0 ... 2. Glazing complies with ASTM E1300-09 •• • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). j Jaime D.Gasco ,P.E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issucd to E.I. DuPont DeNemours &Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25111, expiring on 01/14/17. 3. TREMCO Part No.TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks,and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property--Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04129/13,signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest, issued by manufacture,dated 04/221I3, signed and sealed by Anthony Lynn Miller,P.E. ...... 3. Laboratory compliance letter for Test Report No. FTL-721T,•date4 03/21/k3-,:signed •; and sealed by Marlin D. Brinson,P.E. 060:09 " ' 09 9 4. Proposal issued by Product Control,dated 07/26/12, signed by 1a* a D. Gascon P.Ei.... 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 At FTI -51M, dated... 07/18 and 31/03,all signed and sealed by Joseph C. Chan,P.R..:••• •• ••:••• (Submitted under previous NOA No. 03-1105.01) • .. .. .... ...... 00 . . . . ...... G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industriesfortheir Sergi"PV--00.0 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiting on 02/19/14. Jaime D.Gascon,P,.,S. Product Control Section Supervisor NOA No. 13-0502.03 Expiration Date: February 19,2019 Approval Date: July18,2013 E-2 GENERAL NOTES:SERIES 7201820 DESIGN PREssURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR LARGE&S MALL 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO SEE SHEETS 2.5 MISSILE IMPACT RESISTANCE COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 48'TIP-TO-TIP WIDTH - BUILDING CODE,INCLUDING THE HIGH VELOCITY 48'BUCK WIDTH47'BUCK W4OTH - 48"BUCK WIDTH HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4'VISIBLE 45.1/4'VISIBLE LIGHT VISIBLE , WINO-BORNE DEBRIS REGIONS.FOR INSULATED GLASS LIGHT WIDTH LIGHT WIDTH IIOMT WIDTH PRODUCT with l BD INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD -�•-� 6"MAX --►{ - 6'MAK• F,SHEET 8 -"1 2' 8 mmmply040 d'tha Florida -�-B,SHEET B ���D.SHEET7H SHEET 8UTE(CAP)MUST TEMPERED. pooaptmoc No 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS C E,SHEET 8 E,SHEET 8 WERE SOUTHERN PINE,ASTM COO CONCRETE MASONRY A --- I A 05' C I SHEET 7 G,SHEET 9 O, HEFT 8 UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. SHEET 8 SHEET 0 SUCK SHEET 7 4)ALL WOOD BUCKS LESS THAN 1-V2'THICK ARE TO BE t I HEIGHT _I BUCK w CONSIDERED IX INSTALLATIONS.1X WOOD SUCKS ARE HEIGHT T 931/4' OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. �- 92-1/4' ; /� VISIBLE n WOOD BUCKS DEPICTED AS 2X ARE 1-V2"THICK OR 12'MAX. / VISIBLE 12"MAX. / 0311/4' 1 LIGHT GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE O.C. I / LIGHT O.C. I / VISIBLE 6"MAX. I / HEIGHT DESIGNED TO PROPERLY TRANSFER LOADS TO THE HEIGHT LIGHT O.C. / STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION 18 I / 96' I / HEIGHT I / M THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR - TIPTO BUCK < y •,wa ARCHITECT OF RECORD,(AOR). I TIP I I HEIGHT ? 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I HEIGHT N BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 1 1 (7 N N SUFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED 1_ I 1 I 1' O ON ALL FOUR CORNERS OF THE FRAME.INSTALLATION _ ___ _._- __- JO r-1 Z 8 6 ANCHORS SHOULD BE SEALED,OVERALL ---"— -- z h LL _ W F,SHEET 8 SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF g• B-+-I Fa--- 12'MAX.O.C. 9' - yD--�-{ Imo'-- 12'MAX.O.C•2,�• � H.SHEET 9 � �U_ X� � � INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND MAX. SHEET B MAX SHEET 7 THE 8COPE OF THESE INSTRUCTIONS. 5'MAX.O.C. Z p g 5 °q TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION_ m Y y z � 8)MAX.1p'SHIMS ARE REQUIRED AT EACH ANCHOR ---- ---- (TESTED UNIT! 0 O O 3t O LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED U_IN (T Z <z a a H r SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING v C a O APPLIED LOADS,WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: W THEM BY THE WINDOW. 12'O.C. SHAPES AS SHOWN BELOW OR SIMILAR.MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK F W GUIDE TO SHEETS: MAX AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 23. (A 00 1pB 7)DESIGN PRESSURES: GENERAL NOTES........................1 ANCHOR SPACING TO BE 8'MAX.FROM CORNERS AND 12'O.C.MAX.FOR ALL CURVED FRAME z A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET. Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.......................2-5 O O E1300-0. DESIGN PRESSURES..................2.5 1210.0. )-.--WIDTH-- -=-i H-'WIDTH—_I I-"-WIDTH---I I'"'-WIDTH -+I B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,FLANGE.............8 MAX. / T r-- ----� T `---, 0-11 --I T r' -1 N PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LEG.......7 T ANALYSIS AND GLASS PER ASTM E1300-09. INSTALLATION,INT.FIN .......... ( >rI yINSTALLATION,INT.FIN 8...........0 - + jI X W 0-0.0 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMBLY...._.............10 e" _ ` IIm T I LLDESIGNED TO RESIST THE WINDLOAOS CORRESPONDING EXTRUSION PROFILES................10 MAX1 I L_ _J °II!/ '*.w sews TO THE REQUIRED DESIGN PRESSURE.THE 3311396 STRESS PARTS LIST.......... ' INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS A 1 1! PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR F+----WIO7H-----•I I�--WIDTH—�•I )•�-WIDTH�{ Imo-WIDTH'"I \AAAA f/ TABLE 1: - r- OL ' �. k.(\_INN Ml( THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT �(--- _� � � �� T ••••••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS TYPO • Dee IoR • • • • • • S I tt i ���.�'Z��''�OENSF•''!FR SHALL MEET THE REQUIREMENTS OF THE FLORIDA fl • 0 •• • • • • • >! BUILDING CODE FOR CORROSION RESISTANCE. 1 7/1 L•ml 18"An..SAI'PVB• 18" 2 T lA �I I uuu���= * No. y8705 � 0)REFERENCES:TEST REPORTS FTL-3835,36N&7212, 2 7f t 6"Uml 3118'H3 P B 1 1 J 1.1116-Laml.IG 1 -7118 -3118' n-.090'PVB• 18 HS 3 .�_ _ 1 �L_ J 1. ELCQ ULTRACON NDA;ELCO CRETEFLEX NDA;AN3NAF&PA 4 11.1/18'Lam].IG 18'T•7118'Afr.3/i8"HS-.6A0'PVB.3116'H$ 3 NDS FOR WOOD CONSTRUCTION•(2005)AND ADM -WIDTH----^I }"- WIDTH--i F—'WIDTH-�•{ (�--WIDTH+{ ,-O �'�IAV ,•(u� 5 7f18'Lam]3118'An..090'SG.3/16'An 4 Imo"—_ — 'E OF ALUMINUM DESIGN MANUAL•(2006). -- --- r-"---" r-- -1 SSAS 6 7f 116'Lamf 3116'HS•.Q90'30•3116"HS 4 T(- T I I T r--- �,Q.C�, ........ 7 1-if18'LamI.IG T• 8 AN-311" n-. -3/18' f0)THE 720 SERIES USES A PVB INTERLAYER,THE 820 h � S' • �`� SERIES USES AN SG INTERLAYER,THE 720 AND 820 SERIES 8 1-t/18"Leml.b 1 T-7 'Alr-3/11 h13-.090>a8G-3118 NS 45 S2 MAY ALSO BE REFERRED AS THE 701 SERIES. 'SG--'DUPONT•SE~GLAA NTEIM)TIrjY£.LpVPOAT • 1 1 f x I I f f I t 1 L 111 DENEMOURS&CO.,IAC`• • • • ••• • 1 - 1 - I L A LYNN MILLER,P.E. P.EA 58705 or • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 2: 7777 Window Design Pressure(+F,psf)for Glass type 1 Lap Side n 87-7! 60 B4 88 92 98 104 109-11 7118'LAMINATED _ 30 -1- +1-80 */-80 +1.80 1 +1.80 +1.80 14-80 +TAO +1780 +1.60 +/ 0 GLASS STACK f• 32 -680 +-80 +1.80 I -+I:Vo +1$0 -!AO4-SS PVB INTERLAYER 34 71.80 N-80 +/-80 N-80 +680 +l$0 N-80 7/.80 --;/--SD +1-79.8 +1.79.4 38 H-60 H-80 a/-60 +680 +1A0 H$0 -1.79.7 -/-77.2 a1-75.1 -f-73.4 +1-72.218'HEAT STRENGTHENED GLASS 36 +l-80 /so +/-80 +1-80 +l-O +l-78.1 N-T5.2 71.72 +/-10.3 7/.68.5 +1-06.3 3/16*ANNEALED PROOVCI'RBNSW£D 40 71-80__ +/.77.2 4.3 +fd1.3 a1-07.9 +185.1 +1$3.4 _-�- the F1QrJdA -- .. +/-80 a1-79.8 +/. +!•81.6 Auild'mus g Codo '�42 NAG +/$0 +!•80 a1-77.4 N743 +/713 +16.2 +1.64.7 «1818 1.98 +1-58.2 1 '44 +1-80 +f- +/-78.9 +/-754 +1-72.1 +l-889 +1.65.6 +/8 +( +/•57.5 USED AT CURV9746 +1-80 N-0 +l-7.2 +/-736 +!- 1. .8 +-63.5 +1-80, H8.7 FRAME MEMBERS ON �48 +/.80 +l- N-5 +/719 H .3 N .9 al-0.5 +1. 2 SS LONG SIDE 58. Q11.7/3'O.C.M50 +1.80 +1.77.5 +1.74.1 +1-70.3 +!-6d7 H-63.1 +1-59.1 ASS BITE TWWI52 -/-79.1 +6 5.8 +/-2.4 +/-68.8 +1$5.1 N-61.5 f MMmi Dde ProAuct 0°nvo54 -1-774 +. .8 +.70, +1.6'7.3 +l-0.5 SHORT 58 +1.75.6 7/772 H-88.8 +J-85.3 - -_. EXTSIDE56 +1.74.2 +•70360 +l-72 + 71.85 6z 11-71. .t GLASS TYPE 1 84 +1$9.7 H .5 88 +/-86.3 LONG SIDE -+-� 87-718 +!-67 NOTe•Y; SHORT �i M 2 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT i'FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE A � a Q) •+a� 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION, Q) 3)FOR ARCHITECTURAL NIINDOWS,FIND THE SMALLEST N7NOOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. p a N W Q N TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 0 ii HORIZONTALLY AS SHOWN. Z U) {{Ly1I N Q TASLE 3: _- F-z 000 0 7 Window Design Pressure(+6,psf)forGlass Type 3 0 aq de "Z 60 z Fa (D LL 8740 72 /. 80 84 88 92 98 100.. 104 t09-1f2 GLASS STACK 7/18'LAMINATED J m O 30 +/$0 Uj a/-80 a/-80 +1-80 +1 +l$0 +($p +1-80 +/-8D a1-80 +!•80 -+) 32 +180 +IAO +1-80 +l$0 -680 +/$0 +/-80 -1.80 +-i +l$0 +(-80 ( GLASS STACK 34 +-80 +/$0 -/-80 +1-80 a/ -/ -1.80 H-80 H- +1$0 +/-80 3118•HEAT 36 +/$o 1--8(T- +1-80 +1.80 + +1$ N-80 +f /. - STRENGTHENED GLASS --� SHORT 1U 7aay5 + 81. -76. +174. 3118'TEMPERED GLASS • 8K)E 38 +1-80go +/$0 +1-80 +1.80 +1.0 +l$0 +/-80 1!780 -1-79.4 N-78.4 +1-74.3 3118'ANNEALED GLASS 40 +/$O +IAO +/-80 +/.g0 -(A0 --Z/a0 --7j,-8D +/-76. +1.73.5 -1.70.9 +1-89 7/16'AIR SPACE O Pva 42 71.80 +l All +/-80 +1$0 +/AO +1.60 +1.71 +l-731 +l N- 'O (� 44 +/$0 +1.80 +1.80 NAO +TAO +1.7.8 +/-74.1 r/.70.3 +187.5 +1-63.9 +1-052 11 INTERLAYER Z d 40 +/$D_80 H$0 7680 +!All_60 +/•9.2 +f-7 4 +l-71.7 H 1 + 1 5 __-,� LONG ?� ZN u1 +$0 H$0 +.� +1. 4 +, '+T172 H- 3 -/-89.5 i/.g5.8 USEOATCURVED SIDE LU y YY 79. 175.3 -1-71.3 +1-87.5 FRAME MEMBERS ONLY a- UUU W N 52 +/.80 HAO -/.80 N-77.7 +l- .5 +189.5 !�11-7/8'O.C.MAX. GLASS SITE LL Q d O. 54 +!$D +l-0 H•9.8 +1-78 .8 1,3 J �[' 077!1 '�sa0 cavies 58 +1.80 +1.80 +1.77.5 +t-73.8 _'- T 58 +1-80 +/-79.4-"--H-75.4 60 +TAO ./.77.6 r-73.5 EXTERIOR- \`L111 I l f l l/JI Bz -1.80 +1.7s.8 . • • •• a 22 21 13 -� SHORT � �ONV LYNN 47j���i�, +/-7 8 +1-74 • e • • • • SIDE •`� '< •''•�,LGENSF -e• ae 1 '/-77.2 • • • • • GLASS TYPE 3 :' 87-718 1 +1-74.9 •• No.58705 NOTES; 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS.SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. O 1• (x ' 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. g A�E jP •/!/� 3)FOR ARCHITECTURAL WINDOWS.FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COM%LETELY jR WITHIN. • ••• •• •• • • • • • • • • • /%��S••.FC ORIOP.•�GN • • •• • • • • ••• • •0 0• ••• • /J1111L A.LYNN Ma.LERLER,P.E. P.EN 68705 ••• • • • • t•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4: Window Design Pressure(+l,psi for Glass Types 2 8 4 ong G� 128136 40 1 87-7 72 78 80 04 88 92. 95 1 104 109-112 112 11 120 124 +IAO 1180 +180 +l-80 +1.80 +l- + +l-80 +f AO +/.80 N-80 ,l- H +f• a1-60 +1.80 +/.80 +1.80 +1-80 30 •/AO +l-89 +1.80 +lAO •!AO +1.80 +1-80 +1. H-80 +/AO •1A0 __+J-130 32 +1A0 +/A +1.80 W-80 +IAO +/-80 +1.130 +680 +f-� +/A0 a/AO +l-80 +l- alAO +/AD 37 +180 -i189 ,7-80 +/•80 N-80 +/.80 N-80 +/-BD +f AO •!AO +180 RODVCI'%vAth�eM +l-BO +1.80 +689 HAO a/-80 +/-80 .l-80 +/-00 +1.80 •f-80 •I-80 +1-80 +1.80 +lAD mptyn�g wiOl 38 H-80 +/.80 +1.80 Wid'�np N1, 38 +1-130 NAO +1-80 +1-80 +l-80 +/-80 +/.80 ,1A0 N•80 r/AO +/-80 +1-80 -- -- - 40 — +IAO _ - -�— al•80 •IAO d-80 H-80 r1A0 +/.80 NAO aIAO 0 ao �i eo .1.g0 arAo +1a ,IAo — on ? 2 az +! •l «r-so alAo •I-s 0-80 +r-13o +lA9 +1- . 44 H-80 aJ•80 aJAO r1-80 +/AO 41-80 +1.80 HAO 11.80 NAO ~N 6 .1A0 H• + +1A0 +IAO H- I 40 N- •1- +IAO 48 +IAO HAO +1-80 ,1.80 +IAO -..+1.80_ 11.80 I3 5p +1-80 +1-80 11.80 +1.80 +1-80 a1-80 H-80 -. 52 +1.80 41-80 +1-80 al- +1.5v +I-79.1 rn NAO +1.130 N so «7-80 +1.78.8 56 al- +1. Hso 58 .1.80 N-80 .IAO 62 +1-80 +/• 64 + a1-00 gg +fAO a nal/ 67-7f8 +IAO � NO7 : 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK NS N. 2)FOR SIZES NOT SHOWN.ROUND kP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. N N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 0,1 0 co" Z f Z LL �LL W a N 9 aw m 0 C9 9m t'118•NOM. ._ TABLE DIMENSIONS MAY BE > Z o GLASS STACK 7/113•LAMINATED ORIENTED VERTICALLY OR O 2 d Z O N HORIZONTALLY AS SHOWN. J U 7/1e"LAMWATED L.�. - � GLASS STACK LONG g to O GLASS STACK 1_ m t7 -3116"HEAT STRENGTHENED GLASS SIDE � � kS INTERLAYER 3118'TEMPERED GLASS 3116•HEAT STRENGTHENED GLASS �— LONG SIDE Wcc AT 711W AIR SPACE- _ -.090"PVB INTERLAYER T— -`311 NP HEAT STRENGTHENED GLAGTHENED GLASS ^ t-SHORT 0 Z 8 Of USED AT CURVED 4 11USED AT CURVED - 50 SIS SSIDE Zz00 SIDE ?� Z FRAME MEMBERS ONLY 29 FRAME MEMBERS ONLY 29 GLASS BITE C, (2I-Tf8"O.C.MAX. SITE 11.7113.O.C.MAX.13 1.3LONGSIDEEXTERIOR EXTERIOR�- 22 13 SHORT � LONG \11111 111 i l 1111j, GLASS TYPE 2 GLASS TYPE 4 SIDE ` SIDE `��` ��LYNN Ai/(4 •• ••• • • • • • •• _ 1��'�1GENS@ ''•FP • •• • • • • ••• • =is;' No.56705 0.0 SHORT Ll-. SIDE AO'•. S7A1E IF T ''•.FLORIOP' C9 • • • • • • • • • A`S'S/ L, \ •• • • • • • • •• • • A.LYNN MILLER,P.E. • •• f • •• • • • P.E.868705 ••• • • • ••• • ••• • • • • ••• • • TABLE 5: Window Design Pressure(+/•,psQ for Glass Type 5 Long SlIft(In) 7/18'LAMINATED -(ff--7i-8-T--T2--T 78 80 84 a8 92 96 1 100 104 109-112 GLASSSTACK 30 +901-125.4 +901.120 +9X-115.5 +90'-111.5-+M-108.5 +901.106 •901-104.5 +001-103.51+90'-102.5 +9X-100.7 +90f-97.9 •p90'SG INTERLAYER 32 •901-118.9 +9X-110.8 +901-105.3 +9X-101.8 +901.98.7 +901.95.7 +0-92.3 +901-90.8 1 +901-90.3 089.91 +1.89 34 +9X-108.9 *9X-103 +9X•988 +9X-95.1 +901-91.8 +1.88. +1-84.4 +1.81.5 .f410.1 H--79-8 1 +479.4 --3/1e'ANNEALED GLASS 30 a9X-1028 a9W-97.1 +9X-92e +/-88.9 +1.85.5 +1.826 +1-79.7 +1-772 +1-75.1 +1-73.4 +1.72.2 3116'ANNEALED GLASS 38 +901-98.4 +9X-92.2 +1.88.7 +1-83.2 +1-80.7 +l•8.1 +1-75.2 +1-72 0-0.3 +/-68.5 +180.3 4 ROOUCTRBNBWEO 4 +901-90.8 +188.2 +1-82.6 +1-79.8 +1.77.2 +1•74.3 +/-71.3 +1$7.9 _ +/85,1 a/$3.4 081.8 11 -�- oomplyh,with the ploridn O 42 ♦9X-1.3 084.7 0$0.7 +1-77.4 +l- +1.71.3 -1-68.2 -184.7 +161.6 +/-59.8 4-58.2 USED AT CURVED 44 +4183 0.82.4 +/-78.9 0-75.4 -1-72.1 +188.9 -1$5.8 +/822 459.7 +1.57.5 FRAME MEMBERS ONLY tmtce '6 +183.5 +/-80.3 +157.7 11-718'O.C.MAX. 29 Sl8' ^8��b± 48 -1.8.4 +Ia.8 +1•7.2 +f-73.6 +/-0.1 +1.80.8 GLASS BITE `•�- LONG SIDE 48 +/-827 +1-79.3 +145.8 +1-7t.9 +1.68.3 71-64.9 +1$1.5 +l- .2 ----77-- 50 -14189 +/-77.5 +1-74.1 +1.70.3 +f-08.7 0 .1 +/-59.7- _ }- G1 1.3 q r MI•n Fade Coalrol'� N 52 +1.791 0.75.8 +1•72.4 +/-08.8 .1.611 +!•81.5 I SHORT ti 54 +1.77.4 +1.73.8 +1.70.5 +l-7.3 +1• _ EXTE 1DE $111-15.8 +1-72 -1 e +!•5.3 20 13 Sli 4 68 +/-74.2 +1-70.3 +/ . ,L. .__._.---- ev 60 +1.727 -188.7 4-66 GLASS TYPE 5 02 +1.71.2 +147.1 84 +1897 .__«1.65.5 -- -- _�.. I•..-- LONG SIDE -�•I 68 +1883 _ _.- 67-778 rl-87 cn NOTES: SHORT r ` �U atA 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSfON TO DETERUNE THE BUCK DIMENSION. BIDE IIL�P 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. Ix 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. _ 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEO WINDOWS.DO NOT USE WITH FII-FRAMED WINDOWS. d' alo0 N N TABLE DIMENSIONS MAY BE c� WORIENTED VERTICALLY ORHORIZONTALLY AS SHOWN. Z zz w vU XN TABLE 6: Z 03 O U 9ma LU Window Design Pressure(+I-,ps�for Glass Type 7 �v z a z ' CO LL Side 07-718 72 70 80 84 88 ) 91 98 1Op 104 109.112 1-1116"NOM. m 30 +901-130 -W--i30----W430 +901-128 +901.122.6 +907.119.8 +9X-118.1 +901-117 .W-1158 +901-112.7 +90'-109.9 GLASS STACK 711W LAMINATED 32 +901-130 + •1251 +901-118.9 +9X-114.8 +901.111.5 +9117.108.1 +9X-104.3 +901-102.4 +907-102 +901.101.4 +90'•99.7 -- GLASS STACK SHORT 0~A W lattfS 34 +901.123.1 +90'-118.4 +901-111-7 +90'-107.5 +9M•03.8 +9X-99.7 +901-95.3 +901.92.1 +9X.90,5 +/-90 4419.8 IX 30 +901.110 --W•109.8 +901.104.8 +90'-100.5 +0.90.6 +9 W 3 +1-90 0.87.3 +164.9 +.82.3 4$1. 3f16'ANNEALED GLASS SIDE • Z 3/18"TEMPERED GLASS 7 !A 38 *9X-111.2 +90'.104.2 +9X-97.9 +901-94 a .1 0.88.2 +1414.9 +1-81.9 +1-79.4 -1-78.4 +1-14.3 3118'ANNEALED GLASS 40 +9X-108.9 +9X-99.e +8X•93.4 +9X•90.7 +/41.2 0.84 +1.80-5 +!-T8. +1.73.5 +1-70.9 +189 7116'AIRSPACE .090'SG INTERLAYER O W 42 +9X-103.2 +9q-95.7 +9X.91.2 +187.4 +! +•80.6 4.77 0-73,1 a189.8 -1-e8.9 +f-85.2 as z D: 44 +9X-99.7 +90'-93.1 +1-89.1 +/416.2 +1•81.4 +1-17.8 +1-74.1 -1-70.3 +147.6 +183.9 5 11 - LONG j Z PQ 46_ +9X•98.5 +9U-91.3 +/-87.2 +1.83.2 +1.79.2 +/-?5.4 +1-71.7 4-88.1 +$5.1 _-1 Ur 48 +9X90.5 +/•89.0 +1$5.4 +1$1.2 +1.77.2 +1-13.3 +189.5 +1• - - O a9X-91A +1$7.8 +/•83,7 +f-79.4 -1-75.3 .1-71.3 ---/-Z7.5 USED AT CURVED . SIDE W d +/-66 +/ .5 0-B1,8 +1-77.7 +1.73.6 +f .6 FRAME MEMBERS ONLY 29 GLASS BITE � LL o i t-TIB'O.C.MAK, W 54 +1$7.5 -71Z-4 +/-79.8 a/-78 +•71.8 1 3 - cpl •asod saga 68 +1-858 +1$1.4 -1-77.5 +1-73.8 _ 7} 58 4-83.8 +1.79.4 0.754 _... EXTERIOR I \111V I1//// e0 +1-821 +l-17.8 +/-73.5 22 21 13 SHORT I- \�.��Ot1V LYNN n9/� 62 +180.4 +1-75.8 •• r- SIOE P�a�..•''�\CENSE'••, see +r T2 +l 4 0 1 • • • • • GLASS TYPE 7 87-718 +f-T4. • • • • • •• • No.58705 -•• 1 DIMENSIONS SHOWN,FOR FLANGED WINDOWS.SUBTRACT 1'FROM THE TIP-TO-TIPMENS"fO DEARIMINE THE B&KLIMMION. -T}••, �- 7 , �: tr= 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. •t ft/ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. STATE 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. /�0�� •."t ORIOP.•'•G�2` • • • • • • • • • /�/i S�nNAt- ` • •• • • •• • • • A.LYNN MILLER,P.E. ••• • • • ••• • P.E*68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 7: - Window Design Pressure(+l•,pef)for Glass Types 8 8 S Long Side 7-VII 1 72 78 so 84 1 89 02 96 -._.100__.-- 104 1 100-112 1 i1 118 -J20 1 124 128 132 138 140 144.-_ 30 +90-13D +90/-130 +901.130 +901-13D +901-130 +901-130 +901-130 + -13D +901-130 +90.1 +901.130 +901-13D +901-130 a -130 +901-130 +901.130 +901.130 +901.130 +901-130 +901-430_ 32 +90'•130 +901-13D +901.1 + -130 +901-i +901.130 +901.130 +901-130 +90-130 _+90.130 +901-130 +90-130 +90/-i + -1 +981-130 +90.130 +901-130 +901-130_ +90/-130 34 +90l-130 _ 901-130 +801.130 1901.130 + !.130 +90!.130 +90-130 +901-130 +901-t +90-130 + .130 +90-130 +901.1 +901.130 +901-130 +901.130 -30 ROUt1LTR�wND 36 +901-130 +901-130 +901-130 +90-130 +901-190 +901-130 +901.130 + -130 +901.130 +901-130 +90-130 -79N--130 +901-130 +90i-130 +907-130 +901-130 1y We Niwidn 38 +90.130 +901-1 +901.1 + -130 + -130 a 01.130 +901.130 a -130 + -130 +90.130 +901-130 +901-130 +BD1-129.2 +90-127.3 '�JI �GO 40 +901-130 +901.130 +90!•137 +901.130 +90.13D +901-130 +901-130 +90.130 +901-130 +90f-128.8 +901-123.2 +901-122 _ � 42 +901-13D +901-130 +901-137 +901-130 +901.130 +901-130 +90-130 +90-129.3 +90.123.2 +90-119.7 +90/-118.4 - D14e 44 +90.130 +90-i30 +90-130 -901-13D +90-130 +901-130 +901.130 +90'-124,5 +90-119.4 +90-115 €. 46 +901-130 +901-130 +90-130 -130 +901-130 +901.130 _+90-128.9 +90••120.5 -901A15-3. _ +901-13D +90-130 -130 +90-130 +90'-129.7--+901.123 +90-118.5 48 +90-130 E51,1 +90.130 +90-130 + .130 + .130 +90-130 +90- .2+09.41-119_- 52 89.1.119. +90-139 +0-130 +90.130 +901-130 +90.130 +88. -1 3 b rn +901-1 +90-130 +901.1 +90.130 +88.81-127.1 +901.130 +901-130 +90.13D +89.41.1 +901.130 +901.130 +90-130 +9c/-130 +901-130 +88.01.129. ro +90!-130+90-130+901-130+90.130 anoa NOTES; t)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. v` 0 0 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. �t- n clod � N 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WIICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. 9 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEG WINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. O g Z -+ oon ZLL U. �3 W TABLE DIMENSIONS MAYBE o YO -ZO a o_ ORIENTED VERTICALLY OR t-1!18'NOM. _ HORIZONTALLY AS SHOWN. Z D"Z I- W LL 7/18'LAMINATED GLASS STACK 7118`LAMINATED LONG J M O GLASS STACK GLASS STACK SIDE a 3116'HEAT STRENGTHENED GLASS -- LONG SDE H LU .090'SG INTERLAYER 3116'TEMPERED GLASS ® W It l ---3116'HEAT STRENGTHENED GLASS 3118'HEAT � �-� 4 11 STRENGTHENED GLASS 7/ts'AIR SPACE .080'SG INTERLAYER SHORT -� 0 d ~ 3118'HEAT STRENGTHENED GLASS- SIDE -- O W Z -� 5 11 + SS DE- '9 It +cQi USED AT CURVED 1- t=RVED 0 r FRAME MEMBERS ONLY USED AT S ONLY 11.718'O.C.MAX. 29 SS FRAME MEMBERS ONLY 29 SS' W (p ® GLASS BITE �11-7/6.O.C.MAX. GLASS BITE X W a a 13 1-3 f+- LONG SIDE and 'mod seu+s EXTERIORXTE EW q �i 20 13 C"7 22 21 t3 SHORT fN DE `�� �N�(LYNN 411 Y" GLASS TYPE 6 ••• �-•i i i G ASS 3YdE V.•• `a•��.••'�1cENse•''�F'P • •• • • . • • • •• • • • • ••• • 1 1'�'• No.58705 o •• ••• •• • • • •• SHORT if - SIDE STAT :•1C/�� •• • • • • • • •• • - 0111110, • •• • • •• • • • A.LYNN MILLER,P.E. ••• • • • ••• • P.E,•68705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION — EMBEDMENT EDGE OR FRAMING,SEE DISTANCE NOTE 2,THIS SHEET TYPE C TYPE 8 INSTALLATION — EMBEDMENT 1X WOOD BUCTHIS S SHEET TYPE A _ —T {� 1/4'MAX SEE NOTE 2,THIS SLEET �—� EMBEDMENT __ I SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT RENII .._L._.._._1_ EDGE SEE TABLE 8,THIS SHEET uooml4Tgw1Ihthe HaII&g A No —T DISTANCE 8 Bt�p(mt�ot!wvptmw Dsae Z. 1/4'MAX 1 SHIM MIMI a&Pmdtrcl Centre -� 4 TYP.ANCHOR TYPE, -- ---- ,. EMBEDMENT AND EDGE i t DISTANCE PER SUBSTRATE, --- & SEE TABLE 8,THIS SHEET --�USED AT CURVED EXTERIOR FRAME MEMBERS ONLY •' n 1 n Q 11-7/8'O.C.MAX. CONCRETE/CMU I 4 Ij PER ANCHOR 1..- — VISIBLE LIGHT WIDTH- _ 6 REQUIREMENT WINDOW BUCK WIDTH•2-314' ". -- WINDOW BUCK WIDTH — CONCRETE/CMU a 3 e WINDOW EXTERIOR --- TIP-TO-TIP WINDOW WIDTH — PER ANCHOR — '^21 BUCK REQUIREMENT W 4 O HEIGHT G7 1/4•MAX.SHIM HORIZONTAL SECTION A-A ?ti .t ,lea p 0 N a N WINDOW #12 STEEL 2 LL R J HEIGHT VISIBLE SELF•DRILLING SMS W g LIGHT (G5),SEE TABLE 8, TABL£8. Min,Edge Max 0. . 0(W) X HEIGHT• THIS SHEET Anchor Substrate Min.Embedment W o WINDOWBUCK Distance S act F Z $O yA0 P.. ut m ( 2 W X HEIGHT- #12 or#14 410 SS Screw ^��'608376 min' T. '' 4 O O 2-314• INSTALLATION A36 Steel 318 0.0a3•' 12' z a zLL METHOD D steel stud Gr.s3 min. 318 a.o4s 1a a■ 12' ~ 0 g ° INSTALLATION ANCHOR -- P.T.Soulhem Plne(800.55) 8116' 131a' 12' Z co UNDERNEATH THE AIUMin ", 345 min. 318• 0.063'' 12' O BEADING #12a#14 Steel (OS) N EXTERIOR A38 Steel 318' 0.06Y' 12` 1» 15 Steal Stud,Or.33 min. ala' 0.048' 18 t3o' RIZ, ® z 4 - Un9routed CMU, STM CSD) 2.112' 1-114• j U) 110 410 SS CroteFlexMIAMIAADE APPROVED MULLION Concrete(min.3.35 ksl) 1• 1314'21 (SEE SEPERATE NDA)ALUMINUM, Concrete min.2,86 kel 1' 1.314' p z -logSTEEL FRAMING OR STEEL STUD. Concrete(min.2.85 keq 2.11T 1316'SEE SUBSTRATE PROPERTIES, 114'Steel Ullrocon Ungrouted CMU,(ASTM 090 2.112' 1114- � WTABLE 8.THIS SHEET Grouted CMU ASTM CSO 2.1IT 1-316• o Zt;t/4MAX SHIM Concrete(tnln.3.S ks!) 1.114' 1314' XN76'SDeel Ulltcoon OroWad CMU STM CSO 2-112' 1.314' d d MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ll LL e111 yeW sepeg 1X WOOD BUCKSTRIP, SEE NOTE 2,THIS SHEET ,��kN�LYNN Q14e, •��:'�1GE S1?•' CONCRETE PER • • ,,•,,�•� • • • C• • EMBEDMENT ANCHOR •• •• 'ii=""�- N iY •• P: N0.58105 •..* /'— REQUIREMENT �• *: ' ••• •• OA4 INCgOR:LIgD ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.1/2'.1X WOOD BUCKS ARE -O 7 rjt1_I 3 LL!- I INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2X-ARE 1.1/2•THICK OR GREATER. �'f) STA E Vf .�� INSTALLATION t�- EDt3E TYP.ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE 3 DISTANCE - AND EDGE DISTANCE PEf� IN3TALLATI TO THE BSTRA�OF WOOD BUCKS TO 8E ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING %O�''•, �L�tap•.• 0 TYPE B SUBSTRATE,SEE TABU 6 �UjH13S8E�T1RISDfL?I • • • • "• �` VERTICAL SECTION B-B • �* _ •• • • a FQ•{1 ATT�CHM�1T TQI�TA►:Tt4K STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ••• •• 4.IF APPLIBWBLE,LOWEROESION PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.E.#W05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD SUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F� EMBEDMENT' DISTANCE NOTE 2,THIS SHEET 1X WOODBUCKSTRIP,_ ., -- - -- - --►-f-- EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION —� + i/4'MAX TYPEE 7 EMBEDINT L—" —� SHIM TYP.ANCHOR TYPE,EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, — 1 EDGE 6 SEE TABLE 9,THIS SHEET DISTANCE O1Tl1CTRBNBWEO • " oanpiyins w lb ft krill• _ DISTANCE WMingjZ�sq 1/4"MAX 2 On e 2 SHIM _ 4PI'IAjct Nitro } TYP.ANCHOR TYPE, _EMBEDMENT AND EDGE 11) DISTANCE PER SUBSTRATE. 11 --- ,-/ SEE TABLE 9,THIS SHEET EXTERIOR h EXTERIORY" USEDATMEMBERS d •, 4 �L 11 29 FRAME MEMBER90NLY ��// g 11-713'O.C.MAX. CONCRETEICMU -- VISIBLE LIGHT WIDTH- PER ANCHOR I WINDOW BUCK WIDTH•2.314" REQUIREMENT WINDOW BUCK WIDTH ' '• CONCRETE-/CMU co y �y WINDOW PER ANCHOR c� 3: SUCK HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 1/4'MAX.SHIM —+-{ �+— O� y N N723TEEL O r� ;; W N SELF-DRILLING SMS -�J Z 46 VISIBLE (OS),SEE TABLE 9,—\ r' LIGHT THIS SHEET \\ TABLE 9: = to W O HEIGHT= Anchor Substrate Gists MM,Embedment Min,Edge spaci�' �1U1 U O 2WINDOW .eN BUCK P.. ulham e 1 3/B 1 O W t'D O G7 9A�D HEIGHT- #12 or#14 410 33 Screw Aluminum,6083.75 min. n> Q YO .y O o 2-314" INSTALLATION A30 Steel 316' 0.063'• 12' Z d Z d� TYPE H Steel Stud,or.33 MINN. 3/r 0.04r 16 Os /2" FQ z O P.T.SouOrom Pine(SO=0.85)_ _" 911r 1318' 1' ..1 0 EXTERIOR #12 or#14 Stool Bcrew{05) Aluminum,8089.75 min.-- 318' 0.083A30 Steel 3fr .' 1 4 F n Slee)Stud,Or.33 min. r 0.04 1 Go)* 1 ® 145 Ungrouled CMU,{ASTM C-90 1.114' 12' z F MIAMI-DADS APPROVED MULLION 114'410 SS CrefeFlez Z Z Concrete(min.3.35 kal) 13)4' 12• 21 (SEE SEPERATE HOA),ALUMINUM, � O STEEL FRAMING OR STEEL STUD. Conaele min.2.85 ksl1314' 12' Ul Concrete 6 2.65 C- 131 Z WSEE SUBSTRATE PROPERTIES, 114'SleelUlroeon Ungrouted C U,(AS ) 1114'TABLE 9,THIS SHEET Oroulea CMUASTC-00 13/4' 1 � ' oQ �i14"MAX SHIM 5 ks0 1314' 1Omitted CMU ASTM C-N 1314' 1 l7 (LD.D. 'FAN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL W 1X WOOD BUCKSTRIP, ant '�W saves SEE NOTE 2,THIS SHEET �NV X_YN-N.,44'111 •• ••• • • • • • •• �` t\ CONCRETE PER • • • • • • • • • a'` •'�,1GEN3F F.Q EMBEDMENT ANCHOR • • Sf}G. _,R w# • • '.'Pt % REQUIREMENT • •• r—Yi—"fi • *' No.58705 •• ••• f.W4 OA4 TJN U DON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. INSTALLATION EDGE +• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"l X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.111".JX WOOD BUCKS ARE �"O jT � TYPE F DISTANCE - " T1 P ANCHOR TYPE,EMBFAMIENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD 1 )CKS pEPtCTEO AS'2x'ARE 1-112'THICK OR GREATER _ '. AT f AND EDGE DISTANCE P R INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING ��`•'• FCORIOP '•\��� SUBSTRATE.SEE TA8�9•TH1%:IAET JLA0jDIGf(tpIQ ••• • "•&} VERTICAL SECTION D-D r ---- ----- - -- - i FQ)2 ATTOCHMQ•IT TWTA►.TlSTRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. ••• •• 4.IF APPLIIABLE,LOWM49ESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MILLER,Pk. P.E.#66705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYP.ANCHOR TYPE, 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE - EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET SEE TABLE 10,THIS SHEET ------ _ - TYPE J TYPE K EDGE EDGE _ INSTALLATIONS DISTANCE DISTANCE1S/HIM TYPE I MAX EDGE DISTANCE —►{ — a x+11 2X WOOD t1UCKSTRIP 2X WOOD BUCKSTRIP � FRODUCT RIiNHIVBD OR FRAMING,SEE OR FRAMING,SEE- r contplYb,g trill,4120 Fiords NOTE 2,THIS SHEET NOTE 2,THIS SHEET Bdlding CodO MAX 02"D 4' - Accsp 11tmco No Q SHIM TYP.ANCHOR TYPE,EMBEDMENT AND Bxpirrttiop O1,Q 3 EDGE DISTANCE PER SUBSTRATE, 4 S SEE TABLE 10,HIS SHEET Mimi Osde Fi, Cb-A-Mr• EMBEDMENT I 11 EMBEDMENT USEDATCURVED 28 FRAME MEMBERS ONLY11-718.O.C.MAX. EXT RIOR WINDOW 4 !n •nayBUCK VISIBLE CKLA- � � � HEIGHT �- WINDOW BUCK WIDTH-2-344" 7 114'MAX.SHIM WINDOW BUCK WIDTH �'N ti wv O N 4V+e} N K M LU N VISIBLE INSTALLATION HORIZONTAL SECTION E-E t 5 71 -� 6 HEiGHHTT a TYPE L W1 ui W WINDOW F Z O 0 aea BUCK 810 STEEL HEIGHT- SELF-DRILLING SMS Z d Z O OF 2-314' (G6),SEE TABLE 10, F- LL THIS SHEET TABLE 10: O Min Edge Max.O.C. g 4D Anchor SUbstrats F Distance S el 2-112"x.113"Box Nall P.T.Southern Pln• G=0. I 511 ® 1"ys 2.112'x.131"Common Nall P,T.Southern Pine 00.55 318' S Z p 2-1/2"x.148"Roolng Nadi P.T.Southern Pine SO*0.65 318. S ?r F- Z 21 S 2X WOOD BUCKSTRIP EXTERIOR P.T.Southern Pine 0.0.66 112" 6" Q OR FRAMING,SEE J� AI70 x 1"Sleel 3CreW 0.083"Aluminum,6063-T6 m1m 6118 S" Z_ NOTE 2,THIS SHEET V 1N6"A36 Steel6116' 6" 3 F iZ 5 r1/4'MAXSHIM 0.045" 18 G8 SteelStUO Gt.33 6116' S' p Z 1 MIAMI DADE APPROVED MULLION W (SEE SEPERATE NOA),ALl1MINUM, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. � LL a a STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. ot1;J •oso0 aaues INSTALLATION - � TABLE 10.THISSHEET TYPE J EDGE DISTANCE • • • • • • • • • � ,.•'�lG£NSP'•.•'P • •INSTAL8gIEN AbT • • Q�: '••. TYP.ANCHOR TYPE.EMBEDME40T • • • ` No.58705 �+-- EMBEDMENT •i •••1,l�E aNLI� HO�S IIS7fN THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. AND EDGE DISTANCE PER '�"-4•-•--: a- SUBSTRATE,SEE TABLE 10,HIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1J2-.1X WOOD BUCKS ARE '•• I)'Z� (V INSTOPTIONAL LATION TO HE SUBSTRATE OF WOOD BUCKS BE NGINEERED BY OTCRETE.WOOD THHERS OR ASCKS TAPPROVED BY AUTHORITY HED 2)('ARE I-11r THICK AVING GREATER. '�O•'• STA E�F •'••��` VERTICAL SECTION F-F ••• �� 1T • ;T ' . �LDRIQP•'' G` -- 3i F �a ••• •3.C44TTA4MENj TAil t L:LEjTRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO HE WINDOW FRAME. i,7Ss'0W- • •• • • •• • • • ••• • C IF IALICARLE,LOWER IIIIIJ MiESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNN MILLER,P.E. P.EJ 68705 • •• •• • • • •• •• ••• • • • ••• • • 2X WOOD BUCKSTRIP EDGE OR FRAMING,SEE INSTALLATION TYPE INSTALLATION EMBEDMENT DISTANCE NOTE 2,THIS SHEET FOR THIS INSTALLATION TYPE N INSTALLATION TYPEEMBEDMENT _M 'METHOD ONLY, _ -- FOR THIS INSTALLATtON 1/4,MAX ANCHORS MAY BE NO �Al METHOD ONLY, -- �- SHIM • MORE THAN 8'O.C. Fe CHORS MAY BE NO EMBEDMENT 1X WOOD SUCKSTRIP,SEE MORE THAN ii'O.C. -_�'-' --- 1 a 2X WOOD BUCKSTRIP NOTE 2,THIS SHEET PRODUCT RENEWED -1- OR FRAMING,SEE as oomplyitrg uiih etre Florida NOTE 2,THIS SHEET AcceptCole wNo 2..t� 114'MAX TYP.ANCHOR TYPE,EMBEDMENT AND_ _ _ AROMIl pn Detp �1. 3 SHIM -—-" EDGE DISTANCE PER SUBSTRATE, r 4 TYP.ANCHOR TYPE, 8 SEE TABLE 11,THIS SHEET i- -pducl EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, ;y 11 SEE TABLE 11,THIS SHEET 3 N DISTANCE USED AT CURVED EDGE _-,___ EDGE EXTERIOR 28 FRAME MEMBERS ONLY _ - ---'—'-- `� i 11-7/B'O.C.MAX. DISTANCE 8 �•-' CONCRETE/CMUPER ANCHOR CONCRETE/CMU M S2 REQUIREMENT 4 11 PER ANCHOR a ABb WINDOWBUCK VISIBLE LIGHT WIDTH= 6 REQUIREMENT HEIGHT 114'MAX.SHIM - NDOW BUCK WIDTH-WINDOW SUCK WIDTH 4" EXTERIOR ��a � atop Q N N VISIBLE INSTALLATION TYPE O HORIZONTAL SECTION G-G g LL in rn LL o Z w a d lJi. - w LIGHT HEIGHT= FOR THIS INSTALLATION W Z Q 'W7 WINDOW METHOD ONLY, TABLE Ii: Max.O.C. O m Y BUCK ANCHORS MAY BE NO Mtn.Edge HEIGHT- •MORE THANB'O.C. Anchor Substrate Distance M1n.Embedment Spacing OO O o 2.3/4' P.T.Sout m Ina G=O.SS 9/18' 13/ 8' Z a Z F LL AlumOsrm 8083-mann. 318' ---0'0-sT-- O #12 STEEL #12 or#14 410 SS Screw A36 Steil 318' 0.083" SELF-DRILLING SMS Steal Stud Gr.33 min. 3l8' 0.045 18 Ge' 8" Q (05),SEE TABLE 10, _ P.T.Soulhem Pine G^0.55 WIG" "IS' 8" 0) THIS SHEET Aluminum,6083.75 min. 318" 0.085' 8' #12 or#14 Steal Screw(G5) A38 Steel 3I8' aceT' 6•' 3 0 H 21 TYP.ANCHOR TYPE, EXTERK)R Steel Stud Or.33 min. 3/8' 0.045"18 Go' 8" O QQ Z EMBEDMENT AND EDGE tooled CMU, ASTM C-90 2412" 1.114 tY O J apoS 6 J'� 1/4'410 SS CrateFlex Concrete mla.3.35 ksl 1' 1314" 12' Z Q DISTANCE PER SUBSTRATE, V SEE TABLE 11,THIS SHEET Concrete min.2.85 ksl 1' 1314' 12' t�t Q Z 6 114'MAX SHIM MIAMI-0ADE APPROVED MULLION Coricwta min.2.85 ksl 2.112' 13V8' 12' ;i 3 (SEE SEPERATE NO ALUMINUM, 14"Steel UNreoon Tt33 X Z a --r ( '`)• U ted CMU ASTM 2-1/2' 1•i/P t2' 1 STEEL FRAWNG OR STEEL STUD. Grouted CMU ASTM C-/O 2.112' 1.3r4' 12' u- M SEE SUBSTRATE PROPERTIES, Conorete N.3.5 kat 1.1/4' 1314' 12' - agf •neap caua5 -7}' TABLE 11,THIS SHEET 5118'Steel Ukncon Glouled CMU STM G90 2.12' 13M" 12" INSTALLATION _ 1 IX WOOD BUCKS7RIP, MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. TYPE N `C7 SEE NOTE 2,THIS SHEET •• ••• • • • • • •• \\���O��LYNN • • INSi4LA`NONa110TES:♦ • ' EMBEDMENT • •• • • • • ••• • ••.1lC • • 1!t18L•ONt1'ARCHERSIL STED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. *' Na.68705 4 �" •• •1• •• • • • •• _ -...+ -- 2,N/OOD BUCKS DEPICTED ON THIS SHEET AS'7X',ARE BUCKS WHOSE TOTAL THICKNESS;LESS THAN 1.1PC,1X WOOD BUCKS ARE //��_ a` OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS'2r ARE t-7/2'THICK OR GREATER. •:v` '7 C;t 7 EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORyrY HAVING STATE OF 7 "I DISTANCE • ••• JUR:Smtc*%* • • 'O'� •• F P,.•' \`�� • • 3•FDR ATTI�HMENT Tb META;TH!STRUCTURAL MEMBER SHALL BE OF A SI2E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H •• •• 4•I XFPLt• L ••Sib LSSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A.LYNGIAIILEER,P.E. ---"- - -- 904, • fi � P.E4$8706 • • • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ASSEMBLY DETAILS FOR ASSEMBLY DETAIL FLANGE&EQUAL-LEG FRAMES I FOR FIN01 FRAMES PRODUCT RENT W ED A Copt y4 Frith th-Fl f Bulldiog Cato Aae;u+rcc No ANGLED/CURVED ANOLEDICURVEO HxpNrrtoN FRAME ASSEMBLY FRAME-ASSEMBLY, ,.. 90"CORNER 9Q*CORNIER MtsmiDO&I"j FRAME ASSEMBLY I FRAME ASSEMBLY 10 10 fl, � m All CORNERS Tj ALL CORNERS TO j ro USE GASKET I USE GASKET , ANO/OR SEALANT AND/OR SEALANEQUAL-LEG FRAME FLANGE FRAMEMITERED FRAME WITH INTERIOREG FRAME MITERED FRAME WITH INTERIOR I AND EXTERIOR FRAME WELDS I _._..__AND EMERIOR FRAME WEL0.5 M AME (SHOWN)OR CORNER KEYS AT (SHOWN)OR CORNER KEYS ATSCREW BOSSES.SEALANT AT ALL CORNERS SCREW BOSSES.SEALANT AT ALL CORNERS tL us LL m W 2 UU_ X� n �Z m0 le _ C=7 w ao 00 �i O iQ 2.784• 2.734" 2.78.1• �Z Od Z •.. F- 8 O oea' —�L.— .084• —.14� _ 094 —..l.. o TABLE 12: -- .074" — - .002' 1 .074' +('- .082' 1.376' .074" .062" Z Ie. Item 1.376'_I_ 1k Z QrsZ POT Part# Description Materiel 1.875' .438' 600" .436' 600" 438' yy O N 1 42630 Fla Frame Alum. 1.000" I r sons 0 rn z 2 4286 Equal-tag Frame Alum.6063T6 L . __ --4 .O6o i0D06 "— i 0� z s!oos O 1.128' 3 4258 Integral Fin Frame Alum.608376 FLANGE FRAME O EQUAL-LEG FRAME 1 — — .077' Q 4 4265 7118"Leml.Glass Beading Alum,6083.76 #4253C,6063-T5 #4285,6083-T5 o 6 4264 I.G.Gass Beading Alum.606376 3 FIN FRAME w g X_ O a a 8a 4270 Instelletion Fastener Corer Alum.6083-T6 O #4256,6063-TS u m Nl!! •na0 seues 6b 4224 Installation Fastener Cow Rigid PVC .970• .348• LYNN 10 70589C Gasket(at 90'corner joints) Polyethylene \\ 1.037. �\ON.I 11 TP24718 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+1.1 �\D •• •• • • • • •• �� C 13 Dow 899,GE 7700 Silicons or Equiv. i5••• i i i i _ 'k:• No.56705 5 20 71662K Setting Block,Maw.3/16'x 7/16'x 4" Neoprene,Duro.850-1 •• • • •0io•i•i •• ��� _ 21 71704AK Still Block,I.G.3116"x 1.3137'x 4" Neoprene,taro.85 4/-1 •• ••• •• • • • •• INSTALLATION p l 22 OUf2AK716 7118"thxa5esl Spacx 7116"LAMI I.G.GLASS �-GLASS BEADING BEADING O BEADING 68 FASTENER COYER �0'•, STATF 29 t16 x 1-1/4"FH SMS Stainless Steel 4 #4255,8063-T5 #4254,6063-T5 #4270,6063-T5 n� •.,F...OR%O..... (��; 30 781PQ}( #6 x 1"Quad PH SMS Starless Steel • ••• •a ••• • • ��i SS NAS-E� • • • • • • • • • �i/��!Ilrrl •• • • • • • • •• • • A.LYNN MILLER.P.E. • •• • • •• • ••• ••• • • • ••• P.E.e 89706 0.0 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• } MIAMi•DADE MIAIIII—DADE COUNTY,FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315--2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%v.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,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 and accepted by Miami—Dade County RER— Product ERProduct Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"PGT"Clipped Extruded Aluminum Tube Mullion—L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled"Impact—Resistant Aluminum Tub*1v1 TlionS", 0.00.. sheets 01 through 25 of 25,prepared by manufacturer,dated 08/29/1 Iwith the latest revision dated 0*1(7„9/15, 0 signed, sealed and by Anthony Lynn Miller, P. E., bearing the Miami—Dade Cc untX ProdtupY•Control 0 0 0 0.. 000 Revision Section stamp with the Notice of Acceptance number and Expiration cfat0by the Miatni--Dade ..... County Product Control Section. • 0 • 0000 • 0000.. 0000. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••• ••;.•• 0000.. 0 46 LABELING: Each unit shall bear a permanent label with the manufacturer's nam* or logo,%U.9tate, 0 0 0 0 • series, and following statement: "Miami—Dade County Product Control Approved" itnt i.otherwise noted •. herein. 0 0 00000• • 000000 • • RENEWAL of this NOA shall be considered after a renewal application has been€'ilea aid there has beenve •••••• no change in the applicable building code negatively affecting the performance of thisVtodl'lct. �. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. . This NOA revises NOA No. 13-0815.05 and consists of this page 1 and evidence pages F-1 and E-2, as. well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-11031 MIAMI•DADE COUNTY l S 4JWN Expiration Date: May 26,2016 Approval Date: February 12,2016 ��� ES Page 1 1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 10-0819.05) 2.- Drawing No. 6300JR, titled "Impact—Resistant Aluminum Tube Mullions", sheets 01 through 25 of 25, prepared by manufacturer, dated 08/29/11 with the latest revision dated 01/29/15,signed, sealed and by Anthony Lynn Miller,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 clipped aluminum mullions, prepared by Fenestration Testing Lab; Inc., Test Report No. I L 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson,P. E. (Submitted under previous NOA No. 10-0819.05) • .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, compl)ii+with FBC-2010 •••• and with FBC 5th Edition (2014), prepared by manufacturer, dattd11Q1/29/I.S -4gned •.... and sealed by Anthony Lynn Miller,P.E. ••••' D. QUALITY ASSURANCE ...... ...... 1. Miami—Dade Department of Regulatory and Economic Resource's olk). • • .....� E. MATERIAL CERTIFICATIONS '.•• 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with the FBC 5t"Edition(2014), dated 11/03/14,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, conformance to and complying with the FBC 2010, dated 06/06/11,signed and sealed by Anthony Lynn Miller,P. E. 3. Proposal issued by Product Control to PGT Industries, Inc., dated 08/06/14, signed by Jaime D. Gascon,P. E.,Product Control Section Supervisor. aiineD^. G�asco ,P.E. Product Control Section Supervisor NOA No.14-1105.01 Expiration Date: May 26,2016 Approval Date: February 12,2015 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUED) 4. Laboratory addendum letter for Test Report No. FTL-6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11,signed and sealed by Marlin D. Brinson,P.E. (Submitted tinder previous NDA No. 11-0922.0.1) 5. Laboratory compliance letter for Test Report No. FTL-6443, issued by Fenestration led b Marlin D. Brinson P. E. Testing Lab, Inc.,dated 02/28/11, signed and sea y , (Submitted under previous NOA No. 11-0922.01) 6. Proposal No. 10-1070-R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed by Ishaq 1. Chanda,P.E.,Product Control Examiner. (Subfiutte(I under previous NDA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 13--0815.05, issued to PGT Industries, Inc. for their "PGT Series Aluminum Clipped Mullion-L.M.I.", approved on 11/31/13 and expiring on 05/26/16. •YY• Y ' •• • � Y • YYYYY• •YYYY• • • •YYYY• •YYY•: •YY• � � •YYYYY YYYY• •YY• •YYYY• � • • •YYYY• • YYYYY• • •YYYY• � • � • •YYYY• Product Control Section Supervisor NOA No. 14-1105.01 Expiration Date: May 26,2016 Approval Date: li ebruary 12,2015 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES: NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN.EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL 1X OR 2X WOOD BUCKS IF USED, GENERAL NOTES......_................ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. INSTRUCTIONS.............................1 $ ELEVATIONS_........_._..........._._...1 0 FIGURE I: MULL TO 2X WOOD.................._...2 w FIGURE LE [—OPFNING WIDTH FOR VERTICAL MULL ARCHES TO BE 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS �Y O MULLIONS / INSCRISEDINSIDE HAVE BEEN TESTED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL MSTALL TI 8 MASONRY._......_..-2 SEE DETAILS INSTALLATION NOTES..._..........._2 RECTANGULAR NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MULL TO MASONRY..................3 Lo SHAPE MULL TO STEEL STUD_......._._.....3 N SHEETS 2.1 _ 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO MULL , m {- t j� DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED ANCHOR SPECS-.-.-.-.-. .....•-3 Z '� UU1 IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. KTERNATATE cLIPs.._._._....._..4 p W BAY MULL INSTALLATION.....-.-_..4 1X 2 X.16 . MULL SPECS...__......6 J 4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE 1 X 2 X.376 MULL SPECS..._._.....6 INSTRUCTIONS. 1 X 2.76 X.375 MULL SPECS........7 = a'g co) 1 X 2.75 X 45 MULL SPECS._.......B uj Z '7 SEE DETAILS / I Il / III /11 I 6)USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3A25 X.500 MULL SPECS.._._-0 m O p A THRU G; _ III _ _ \ 1 X 4 X.16 MULL SPECS _10 F- M SHEETS 24 I I SEE DETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEET 24.FOR MULTIPLE UNITS,CONSIDER � (4 A THRU G; 1 X 4 X.375 TUBE MULL SPECS.._11 F_ Q O J --- ONLY TWO ADJACENT UNITS 1X4X.375TMULL SPECS......_11 > •-1 SHEETS I PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. ECS 2 1.6 X 3.16 X t MULL SP ..1 OPE VERT. HEIGHT 6)WHEN FINDING YOUR SIZE IN THE MULLION TABLES,ALWAYS ROUNDUP TO THE NEM SIZE SHOWN ON THE TABLE(S). 1.6 X 3.6 X.624 MULL SPECS.....14 Z g ' MULL FOR 1.6 X&94 X.624 MULL SPECS__15 LENGTH HORIZONTAL MULL 7)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2 X 4 X.6 MULL SPECS...............10 Q Z sHE TS L E, BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 2 X B X.6 MIX 6 MULLS._.....S--IS � W � { SHEETS 1.6X2.11 XYM LL SPECS.S__12 UJ AS APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT W X 3.6 BAY MULL SPECS_......19 Z F REACTIONS. 46X3.26 BAY MULL SPECS......20 Q O Z MULLION&CLIP DIMENSIONS......21.23 h Z m O 8 FENESTRATION 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NOAS;ANSIAF&PA NDS FOR WOOD CONSTRUCTION; EXAMPLES 1&2.._...».._._.-_.....24 N _j S PRODUCTS MAY ADM-ALUMINUM DESIGN MANUAL LOADING EXAMPLES ___....25 In !g NY BE OF ATYPE. LU Y Y MUST BE 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY W ITH THE REQUIREMENTS OF THE FLORIDA BUILDING � Z V1 to / III By PGT. TURED CODE, AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MILLIONS ARE ONLY TO BE USED WITH U Q O PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. d . Z N SEE DETAILS 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. AN� _HORIZONTK H D,G,H; SHEETS 23 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING MULL / LENGTH HORIZONTAL WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. ENNGT LENGTH INSTRUCTIONS: 1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS/FT')FOR THE OPENING USING THE ASCE-7 STANDARD. 2)CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: 3)REFER TO SHEET 26 TO DETERMINE IF THE WIND LOADING IS'RECTANGULAR'OR-TRUWGULAR(TRAPEZOIDAU. PRODUCT REVISED e' with the Flor)do -HOR12.MULL LENGTHS 4)FIND THE CHOSEN MULLION'S MILLION CAPACITY(LBSIFT21 FROM TABLES 1A THROUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,USING Wldo dleg0e MULL [^OPENING WIDTK_1 THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY}THE Aoaptm Neot�- (�S,• �I LTH r I MILLION CAPACITY(LBS/FT')OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT')FOR THE OPENING OBTAINED IN , 0Y p OPENING STEP 1} 'Aland HEIGHT 5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LBS1.THIS VALUE HIaM edOPNrodUct fO� OPENING MUG HORIZ. / VERT. REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. U11 f 1 I I f O M/ HEIGHT LENGTH MULL MULL •••• LENGTH "THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE \�,`,���ON NN M I 8)FROM THE ANCHOR CAPACITY LB T BLE L AN $ISI j6$TiLAIE/AittCHg -C�IP ATjERN1 MAY APPLY)SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR P?•' IICENy�•/!!�� L CAP�1 I-Y IS Mt3I. • • • • • • *; OPEMNG WIDTH • • •• • • ••• • _ NO.58705 SINGLEMULLION SINGLE MILLION FOR VERTICAL MULL 71 IF THE MULL91024 P T LB• OATAIIIQSN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT(LOS/FT 1 FOR THE _ FOOPENING WIDTH L R VERTICALMULL OPENING,YQQ Y ,%fHE"AMCH CAPACITY ADJUSTMENT FORMULA-TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS =-O VALELOA LA R ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE ;%OD•.• .2� S• SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE 1 ABOVE, 8)VERIFY THE DESIGN PRESSURE RATING(LBSIFT')FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION �'•,!M'<OR OA,•.•'•���` CAPACITY LBSIFT'OB�UNE4fQQ THE MURISN SYY$$j�M.THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MILLED FENESTRATION s PRODUC►ASSEMBLY* • • • • ''.,�OAIAL 99 HIOHUG:r OPTION.LWED ANIPTA13LI VAL"U%EDN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. A.LYNN ulfL'LE♦�,P.E. •• • • 060 • FL P.E.#58705 • 000 • DETAIL A: DETAIL B: ION Muuo MULLION TO 2X WOOD BUCK ""1LL1ON MULLION ATTACHED TO 1X mlcKsrRIP PERTYPSUBSTRATE, U STR m >;i D OR WOOD FRAMING WOOD BUCK AND MASONRY ATTgGNT SEESEE ABLES AND jB-1B6 2 � (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) BY OTHERS. N SEE NOTE 1, a m MULLION I SHEET 1. 1— h c g I I MIN 2.7 KSI .••• EDGE n� SEE SHEETS la I CONCRETE OR CMU I 1 I 21-23 FOR HOLE ° I 1 �-DISTANCE, Ill EITHER THE LOCATIONS I I SEE SEE TABLES _ STANDARD - n I 1 EDGE DISTANCE 16-16B OFFSET MULL a EDGE o e i e FOR MASONRY W Q O CLIP MAY BE I DISTANCE / ANCHORS m H THITALS LEDBY METHOBY D ° `, I I I SCCRREWSS O L a<° 1 SIDE VIEW F COz '�' vl 26W MAX FOR G Q c ALL MULLIONS < e EITHER THE H ° ° STANDARD OR U£ e ^ a d a OFFSET MULL Z c CLIP MAYBE � Ul ° �o c < e INSTALLED BY D Z ° EXTERIOR THISMETHOD. c <° EDGE - Q ? "r e w ° < ° DISTANCEF4 n Z Z Q N O Ad Q O Z r MASONRY m o a a THE OFFSET CLIPIS ANCHORS o QO ac' Cf/' RECOMMENDED FOR J e FN-FRAMED W ° EXTERIOR WINDOWS.BUT MAY F Y Y ALSO BE USED FOR Fcn U) (1) OTHER FRAME TYPES. U Z Q O O Q.. ZU)`�In(� 0 of d ;a a' TYP.ANCHOR PERTYPSUBSTANCHOR �' ...1 PER SURATE, TYP.ANCHOR PER SUBSTRATE, SEE TABLES IB-16B PER SUBSTRATE, SEE TABLES 18.188 SEE TABLES 1B-1BS OVIST NMO BUCKSTRIP AND SEE TABLES T g7TACHMENT SUCKSTRB' 1B-188 ` BY OTHERS, EMBEDMENT AND EMBEDMENT' - SEE NOTEl. ATTACHMEM .. SHEET 1. BYOTHERS. SEE NOTE 1. •• SHEET 1- MIN 2.7 KSI CONCRETE OR CMU 'RODUCf REVISED • - FRONTVIEW m wvip1y1BB%vMft Florida SIDE VIEW hild1BRCBdo Acocplaac'Plo - FRONT VIEW 01)� INSTALLATION NOTES: :NIwn1 ode Woduct Comro 1)ANCHOR EMBEDMENT TO BASE MATERIA.SHALL BE BEYOND WALL DRESSING OR STUCCO. 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ��\`\'��•ONY•LYN/y Q �i�, ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,TIF,•• • • •• • • • • • •••• , LCEN U10A TCORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABL i SF'•.•�,p FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR INTERIOR CLIP MAY BE US D. • • • • • 7}' • •• ••� • : :•: •• No-58705 •• 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. ••• •• •• •• • • •• _-D 4)WOOD BUCKS ARE OPTIONAL.SEE DETAIL C,SHEET 3. • ••F ���� S 5 ' 5)FORMASONRYAPPLICATIONSINMIAMI•DADECOUNTY,USEONLYMIAMI•DADECOUNTYAPPROVED • • ••�ORIDP„•• ELCO ULTRACON OR ELCO 1/4'S.S.AGGREGATOR MASONRY ANCHORS. • ••• •• 000 • • • : '.`rS�n••••'•• • • •• • • ••• • • A.'L'Yp) +4�ER' E. ••• • • • • • • • • FL P.E.#58705 • • • ••• • i • • • ••• • • • • DETAIL E: ® >" DETAIL C: —! '126 MIN. MULL INTERSECTION ON TO ON NOTES: MULLION DIRECTLY ATTACHED TO (U-CLIP) � 8 MASONRY STRUCTURE MULLION 1)MAY BE INSTALLED IN TEE'OR'CROSS' O (STANDARD CLIP SHOWN) INTERSECTIONS. Qp VARIES 6Y Y U 2)MAY BE INSTALLED HORIZONTALLY (SHOWN)OR VERTICALLY. In TYP.ANCHOR N EITHERTHE I PER SUBSTRATE. 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 8 m STANDARD j SEE TABLES 1B36 FOR CORRESPONDING MULLION. U) m� -1OFFSET MULL I i TOPVIEW Z to CLP MAYBE I I EDGE DISTANCE MULLION O W INSTALLED BY 11 - J THIS METHOD I 1 ANCHORS VARIES-{�-� J W I 412 STEEL SCREWS, 5 N SELF-DRILUNG OR PRE-DRILL 2 ` MULLION AND USE SMS LU O O m O F 7 z In da° :o �� MMULLIONm ZO EXTERIOR d EOG E DISTANCE ° THE OFFSET CLIP IS Z V g o FOR MASONRY .. RECOMMENDED Fat ANCHORS < d FBI-FRAMED LINTERSECTION a'g < ALSO SE USUT MAY U-CLIP < F Z ALSO BE USEO FOR -I (q 8 ° s OTHER FRAME TYPES. EXTERIOR F ZWIND �. TYP.ANCHOR d O Z N ZZ C)PER SUBSTRATE. d Q F W O / SEE TABLES IB-13B PER SU83TRATE, SEE SHEETS21-23FOR (n � Oar- / TYP.ANCHOR HOLE LOCATIONS � BU�P SEE TABLES 18-130 FRONT VIEW EDGE F ATTACHMENT DISTANCE SEE TABLES F to .. SE NOTE EMBED, 18-198 Q.? Z (O [n � •• ,' �.. SHEET 1. '• EDGE DISTANCE • °• •• • ^~SEE TABLES SIDE VIEW MIN 2.7 KSI CONCRETE OR CMU MIN 2.7 KSI CONCRETE OR CMU 18.13B FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) INSTALLATION NOTES: STRUCTURE TYP.ANCHOR 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. a PER SUBSTRATE, SEE TABLES 18-138 ODUCf REVISED 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. SEE SHEETS a wropiyh!B With the Florida ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE ` 21-23 FOR uildlByOH• _ CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE LOCATIONS FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. Jy 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. MuuroN 1i6!Bf Ede Product Con!m 4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,SHEET 3. ® 11 1 11 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI COUNTY APPROVED•• • • • • •• EDGE \��� 0 LY/yN �i�� ELCO ULTRACON OR ELCO 114'S.S.AGGREGATOR MASONRY ANCHORS. • • • • • • • • • SEE TABLES : �� •••• �1� �� • • •• • • • • • FOR STEEL Q�,••' �ICENSF•,�IFPi' • •• • iRONTtdlIEiK• • 16 GA AND COMPLIANT WITH THE FL BUILDING 18-138 CODE,A 2X WOOD BACKER MUST USED. ANo.587p5 ' • • • • • • • • ATTACHMENT BY OTHERS. ••.7'r •• ••• •• • • • • USE WOOD ANCHOR SPECS ` EXTERIOR SIDE VIEW — NOTES: . • ••• •• ••• • • 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 0T•'•. ST CoA, ANCHOR VALUES MAY BE USED. �:�s '• ORIOA„••'•���� •• • • • • • • •• • • 2)SEE CORRESPONDING MULLION TABLES, 1/0 L ENG • •• • • •• • • • SHEETS 5.20,FOR QUANTITY OF SCREWS. A.LYNN"MakP.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DETAIL F: DETAIL G: DETAIL H: ® € FIELD-MODIFIED MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION ^� 3 (F-CLIP) (ANGLE CLIP) (ANGLE CLIP) SEE DETAILS A-E, yp•OR 45• .- SHEETS 2 AND 3 FOR INSTALLATION BAY MULL TO SPECIFIC SUBSTRATES. 10 04 MULLION + E m O O ZOO O O O O O O O O � W O O TOP VIEW g I LLI U O slRowNID HVIxeW.126 TOP VIEW I i ? U W MULLION Z J I j 1 j TYP.ANCHOR O 7 EXTERIOR I I PER SUBSTRATE, 5 V m g t I SEE TABLES 16B OR 168 ? y STANDARD MULLIONPER CLIP I RSUB�STRATE, II I I i EXTERIOR ,=),I Z MODIFIED TO FR FIELD SEE TABLES I8-148 O I I ti Q ? r• q CONDITIONS. I I V• `— :s1 2'X6'ANGLE CLIP, I-- Z Q p I I I I I I 2 PER MULLION END,MUST BE Z O ZNzz j I I I I MULLION INSTALLED INSIDE OF BAY MULL r— I— 3� p 1 I m W I 1 1J 1 t II I O Q II t 1 (/) ANGLE CLIP, I I I 2PER MULLIONEND, BE Q\\ I I I MUST BE INSTALL LLED LL Z !n I 1 I INSIDE OF MULL. x I 1 � I I I TYP.ANCHOR PER SUBSTRATE, SEE TABLES 16-146 INTO WOOD, �j STEEL.ALUM INTO WOOD,STEEL, STANDARD CLIP TO BE EXTERIOR OR MASONRY EXTERIOR ALUM,CFU OR MASONRY MODIFIED IN-FIELD. EXTERIOR �- ®\ RODUCf REVISED a complying wAhUxMoTida OF 4 F A Building NO BildlngO6NO 501 OfO ®® ®® INTOWOOD,STEEL, ALUM,CMU OR MASONRY EDGE O DISTANCE ;Ilmod11aco11R0 PER ANCHOR "N1011 1111/". EDGE �---® DISTANCE @ •• • • • • •• NOTES FOR INSTALLATION OPTION G&H: ` `o� ....•"••Afl!, PER ANCHOR : • • • • • �: ,•' L.IGEN$F•,(C,p �i • • 1)USE 2 ANGLE CLIPS PER MULLION END.CLIPS MUST BE INSERTED INSIDE OF MULLION. -A NOTES FOR INSTALLATION OPTIONS F: • • • • • • • • • NO.58705 , •• ••• •• • • • •• 2)DETAIL G:SEE TABLES 18-140 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE �® 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.28"X 2.11"X.126'MULLION. LOCATIONS. -p R-L• 2)SEE TABLES IB-138 FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. S w\ 3)DETAIL H:SEE TABLES 158 OR 166 FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE 3 THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. • ••• •• ••• • • LOCATIONS. ;� %,%A,'�E • • •• • 000 • • `,S,1ONAt •• • • • • • • •• • • 111 1 • •• • • •• • • • A.LYNW M kLER,P.E. ••• • • • ••• • FL P.E.#58705 0:0•• • • • • 0:*•• • • • • • • • • • • • • • •• •• • • • :0 • •• ••• • • • ••• • • TABLE 1A Mullion Capacity Table Ibee Opening Width(forveNcelyspari irg mullions)or Opening Height(for hDAwrtallysparning mullions) �w� s 601. 60 in To In 60 In 90 In 100 In 1201. 14O in 1180 In o Reetanpdk1. -a. Redenpder TeMnW+a Re.WWI. T.".rg. Reen9der WWr8en0. ReclenWer Tr.p/Tdenp. R.W9u1.r TmNTdaM• Rae"wo" Tm"sna. RecW.", TnpRd.n9. RsatM , Uep N-v.1x2x.125 Lo.dtgnp Loedag W.dNg Loedrg Ladnp Loednp Loading Lcedng Lodro Lona Loedrw tail. Loedn9 Lmdro Lceft Ledig LowingNum.TubeMullion ! h g � � s 1.g Z "o42n 111.9 4332 93.2 408 116.6 325 79.9 408 107.6 321 69.9 408 104.4 310 62.1 400 104.0 319 6&9 408 104.0 310 48.6 406 104.0 310 39.0 408 104.0 319 36.0 408 104.0 319 J (lJ 48 in 74.0 312 83.8 250 62.4 312 73.4 262 63.6 312 67.0 248 46.8 312 632 248 41.6 312 61.3 244 37.E 312 81.0 244 31.2 312 61.0 244 28.8 312 61.0 241 2&4 312 61.0 244 ._ N 6o625n e3.9 281 70.8 234 53.2 281 W.6 22e 46.6 281 %7 224 39.0 281 82.1 222 35.5 261 50.1 220 31.9 251 49.3 219 25.6 281 49.3 2D 22.8 201 49.3 219 20.0 261 49.3 219 541, 526 247 57.5 207 4&9 247 49.8 202 37.6 247 44.8 199 329 247 41.5 106 29.2 241 39.4 194 28.3 247 38.4 191 21.9 247 30.1 10.1 18.8 217 36.1 193 18.4 247 30.1 i9l M 60 n 30.4 200 41.2 170 32.0 200 35.4 166 27.4 200 31.6 163 24.0 200 286 160 21.3 200 27.1 169 19.2 200 25.9 161 16.0 200 26.0 166 1- J J 63n 3&1 181 35A 155 27.6 181 30.3 152 23.7 181 26.9 149 20.7 181 24.5 146 10.4 161 22.8 144 10.5 181 21.7 143 0 0 tq m Z 661. 28.8 165 39.6 142 24.0 165 25.1 139 206 teb 23.1 138 18.0 165 216 134 Z U 72n 22.2 139 23.3 120 165 139 19.9 118 1&9 139 17.5 116 j N� UJ 7e In 18.9 125 19.7 100 1&7 126 18.8 107 Q J J 78 n 17.5 118 182 104 Z Q C', p TABLE 1B ANCHOR CAPACITY ADJUSTMENT FORMULA: 11 Z so Anchor Capacity Table lbs ANCHOR CAP­ Ln g subsbde: 2.7kCoocrde &5k Caw Hotoecmu F6edCMU PT Wood V hd (DP_)X( )=ANCHOR CAP.,,, Uk MULLION CAP.,,„,,,,,, a16'Ebo 1/4'88 Ebo 5118'Eleo 1/1'e8 Ebo #10 Steel p1281ed Y12 Steil 04 Anchor Clip Patterns LU AnehaTypte 3115 Ebo lAUaca i/4'Eloo U6eem Y18'Ebo U6aca 1l4'Eko Ulbaom utraoa ApprtOeta ua•eon ApprsGstor senn7(as)sonew tos) serew(O51 USE THIS FORMULA TO OBTAIN THE'ANCHOR 04 � Edge a.1.me Onk 1• 2-12' 1' 2-1rr 3-118' 1' 2-1R• 1' 2-1R' r 3-718' r 0.48• oa4• NW. CAPACITY REQUIRED'CORRESPONDING TO AN H Embednenl Mk 1a3W faro• 1.314• 1ar4• r 1-114' 1-114' t-1M 1-iq• 1-1/4' 1-1/4' r tal8' taro' ACTUAL PRESSURE REQUIREMENT FOR THE Q U) U) 2 Anebo•Q 4.76•Mn.O.C./8lendod w Olkel Up(Fig.11 3901bs 3901ba 4501b. e90 it. 18M Lbs 270 a, 28D lea 354 6s 740 ft 374 r. 664 1b. 946 6s 341 We 44216. OPENING,WHEN 1T IS LOWER THAN THE MULLION d Z r!) 4 Anchaa Q JAY Mn.O.G 18tendW(a 06e0 Ctp 0'10.2k 4001b. 7001bs WA WA WA WA 3501bs WA WA WA WA WA ee2 Ws 68S 6. CAPACITY(FROM THE TABLE)OF THE SELECTED � �f��'O 4AwhmoYMIAO.0/(2)2:5An9,Ctlpst(F! 3-k 7506. Tao lbs ON IM 15601b0 1896 W. 540911 660 Me WA 7609, 7481be 88060 1892 R. 682�Ib.54121. MULLION.IT WILL YIELD A MINIMUM ANCHOR ^ � 2 Anchoo Q 0.45•Mh O.C.7 UCBp•Rdo.12Y Alum.(Fq.4k WA WA WA WA WA WA WA WA WA WA WA WA WCAPACITY WHICH MAY BE USED TO QUALIFY AA dd 1AncbaI FOBP/FI9.5k 10560 1956. 72560 4451b. 8V It. 1351bs 1401bs 1776. 3701bs 1876. 332Ibs 4736. 170 ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anchor 1.16'Mh 4Cl FJ:Bp Q:q.ek 2401M 350 Ox WA WA WA WA 19-0 Ws WA WA WA WA WA 311 ANCHOR CAPACITY TABLE NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: TABLE NOTES: PRODUcTRUVIsfo • . • • esmtn07yIngoidllb::lMlidl 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. DOQd1nA Code _ �D� SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. -�j 1.000' r A4aty(mu9r4o it9 A� FIGURE 3: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND)OR OPENING WIDTHS IS ALLOWABLE. I Miami do Pro um Control 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSK)NS,SEE SHEETS 21-23. . • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.000' vv 111 I 1 11777 FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. i •• ••• • • • • • •• .125' ANGLE CLIP MUST BE USED IN PAIRS, 4)SUBSTRATES:CONCRLFf VFRM•f0C1301 SPECIFICATIONS.HOLLOW AND GROUT-FILLEDCONCREwLOHCK j) T(�� Qf§d T OSTM C•gD.WOOD SHALL BEPRESSURE-TREATED FIGURE 4: FIGURE 5: FIGURE 6: YELLOW E N 55•ALUMIWM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' No.58705 I �I THICK.SQL STYiJb4T0 BEfArA1NIMUM GMDIi33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'X 2'X.125'MILLION LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. ��1111��JJ l 00% ,0SATE •. • • . • • . .• . • AL • •• • • •• • • • A.LYNIJrOLL�tR,P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TABLE2A Mu81on Capacity Table Ib$W Opening Width(tormucally-epaming mtAlons)orOpening Height(for hodzonta9fspercing m119ons) 601n 601n 701n BO In 90M 1001, 120 in 1401n Uo In �t O Raclanguiu TnpTAaro. RectaroNar TrapRAaro. P-I n•dar Trap/Tdarp. Redmw• T.Prrdero. Rscanpuly TrayrMro. ReotaroUar TrepRMng. Reotar•dar Trep7daro. Raokr•Ma1 TrepRMn• Rect.nne Trapn6eng. o 1%2x.376 wedN• lmdro bc.dnp rmdin9 lnadW Lowiro wadiro Lo9dhq InaOy wearo Loadirq L dng wading b0ading t.-ang Lmero Iwadbe wadlro 6 'f Alum.Tube fig•^ F $ >F & LO Mingo. T a�' S g �' 6� �• 1 �• 5 oD F g 11I flip p 421, 770.0 620 170.0 436 167.3 652 170.0 476 12&7 882 1 170.01 6041 113.6 882 18&6 619 100.9 882 18&8 517 80.8 682 188.9 617 76.7 682 to&9 617 84.9 %2 ta&B 517 6&7 882 18&8 617 O W 481, 127.6 5W 13&0 419 107.4 607 11&2 410 %.9 607 108.7 403 7&0 607 1028 399 87.6 507 98.8 387 baa 507 99.0 388 60.7 %7 9&0 US 43.4 %7 D9.0 3941 3&0 507 98.0 3B5 J = 7A %.8261n 103.7 4% 114.8 379 8&4 4% 99.9 3n 74.1 4% 80.6 364 69.6 4% 84.8 980 67.8 4% 81.3 357 51.8 458 80.0 3% 43.2 46S 80.0 3% 37.0 450 -0 3% 324 4% 80.0 358 � �pp 51 M 85.4 400 90.3 938 71.2 400 80.9 328 81.0 400 727 322 63.4 400 873 318 47.6 400 840 316 427 400 823 314 35-e 400 61.8 313 30.6 400 61.6 313 2&7 400 61.8 913 W p O M 601, 623 324 65.9 278 51.9 324 67.5 270 44.5 324 61.2 264 3&9 3M 46.9 2% 34.8 324 43.9 257 31.1 324 420 2% 28.0 324 40.5 2S3 222 324 405 263 19.6 324 40.5 2S3 (O J 831, MA 291 WA 262 44.8 281 49.2 We 3&4 294 438 241 338 294 39.8 237 20.9 294 37.1 234 2&9 294 3&2 232 224 294 93.6 230 79$ 294 33.4 230 1&9 281 33.4 230 J %M 4&e 268 49.6 230 39.0 288 424 225 334 288 37.8 221 20.2 268 34.1 218 2a0 210 31.5 216 23.4 2% 2&8 212 18.6 2% 2&0 Tt0 1&7 288 27.7 209 74.6 268 27.7 209 z to z 12 in 38.0111 225 37.9 196 90.0 225 322 191 2&7 226 2&4 788 226 225 26.8 185 20.0 226 23.5 182 1&0 225 221 180 1S0 225 20.3 177 72.9 226 1&8 778 11.3 220 1&8 1741 (J 78 In 30.8 202 32.11 177 2S5 202 27.2 173 21.9 262 23.9 170 1&2 202 27.5 187 17.0 202 18.7 185 15.3 202 1&4 103 128 2@ 18.7 180 10.9 262 1S8 1% 9.8 202 1&8 158 W Z 7a in 20.3 192 28.8 1% 23.6 192 25.1 785 20.2 192 22D 182 17.7 192 1&7 159 1S7 182 7&7 757 14.2 172 1&B 185 11.6 182 16.2 752 10.1 192 14.4 150 B.B 192 U.x 150 J r r J Win 18.5 144 18.0 128 1&4 1M 16.1 126 Z = Q C F LO Y Z %M 162 127 16.6 113 TABLE 2B ANCHOR CAPACITY ADJUSTMENT FORMULA: (A Anchor Capacity Table lbs ANCHOR CAP.,,,,,,,,.` Of X Y Y S1Aa9de: 2.7k Corwcele 3.R Caw. Hobw CMU F•ed CMUWRIORILI-* Wwi (DP-)X 1=ANCHOR CAP_ MULLION 3 5716'Elco 1!r SS Eloo WIVE 114•SS EW2 Steil 912 Sled Anchor Cgp Pattame Amlwf Type: 3/16 EMo annum 114'Etc UMuar 3/16 Elco Ua•o0n IN'Eloo Ullcecon (G51 sow(G5) USE THIS FORMULA TO OBTAIN THE"ANCHOR Q O Edge Dialenoe fMk 1• z-1rr r z-1m 0311 r 2-1/2• r z-ta' n99n7ca1« ullnwon A90 1,r .64• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN 0_' Z.-w U) r 3-UrACTUAL PRESSURE REQUIREMENT FOR THE TO Embedment 1-3Ir 1.314' 1314• 1314' r 1-1M' 1.114• 1-1/4' 1-tN' 1-iN• 1-11r r 316' vd" - � Q' OPENING,WHEN IT IS LOWER THAN THE MULLION 2 Anchae®4.75'M1,.O.C.I Sondem a O6ed Clip(Sq.Ir. 39D wa 390 ws 4'50 wa es0 as 16441bs 270 a, 280 a, 3541W 7401 W4WA Ib. 864 9, 946104421he 5%Ihe oCITY(FROM THE TABLE OF THE SELECTED4 And-,Q 1.15•Mln.O.C.7 Standard(a 0004 CIM(Fq.2k 480Iba 700.0 WA WA WA WA 380•e WA NIA WA WA 85•a 1120 tm )4 Arwhm®3'MlnO.C./(2)205 Anpb alp.I(Fig.3k leo Ihs 7410 Bu S%r. 1560 Ee 19981041 540 m %0 b WA 760 theb0 8801bs 1892 94185Ibe 1120 roe MULLION.1T WILL YIELD A MINIMUM ANCHOR 2 Anehas*0.45•Mh.6 c./u alp,1,w-125•Al-(Fig.4k WA WA WA WA N/A WA WA WA NIA NtA WA WA NIA 715 M, CAPACITY WHICH MAY BE USED TO QUALIFY 1 Arohorl FCllp(Fq.5k TBS lbe 18514 2251ba 445160 82211, 135 bs 140 wa 11710• 3701he 187 Ins 332 g, 473The 179 M Ulm 280 the ADDITIONAL ANCHOR OPTIONS FROM THE 2Anohae®1.15'MM.O.C.l F-tllp(Fq.Bk 2W Ibf 9501W WA WA WA WA WOR. WA WA WA wA WA 911 bs 4421D0 6001D6 ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. PRODUCTREYISBD FIGURE I: FIGURE 2: TABLE NOTES: Dundina Oodc �_Florldsf 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. 1.000" cocparnco SEE SHEET'S 24 FOR GENERAL INSTALLATION METHODS. r- 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. I wfiaml edc Pro ucl Muni 1 FIGURE 3: Iloll I I Ito- HOLES 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2000, • • • • TO 66 YEO fiRILYJ TWE R1ELD FiDLLOWINo DIMWYIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. \`� dNV LYNN A /i�i� FIGURES SHOW SUGGBSTBD,A'PPROXIIPATR HOLE LOCATIONS. `�•' •'' �� • $7NOWPINE • �'•�F•• 'y ••�� • • • \ �1�;' �,\CENSE ',Fq ANGLE CLIP MUST BE USE IN PAIRS L .376' CONCRETFj�bC (CSAI j1HAC Dt f. NFRITACI SPE�CIF�OTbNSLL BE PRESSURE-TOREATEDUT-FILLE * No.58705 FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHEWITH AN SG OF O.bS.ALUMINUM SHALL BE 8083-T5 AND BE A MINIMUM OF.125' 1•X T X.375'MULLION - • THK:K.STEEL STBE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT /�LT. THIC36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND oZ'( tS :•[(/` THE MATS RIAL,#�0•&#12 ANC�fipR�II�TQ WOOD I�AY BE STEEL,18-8 S.S.OR 410 S.S. Q LATE LLLLL-..JJ • • • • • • • • • �:��C•'•.F(ORIOP.•'CG��� • • �• • • • • • •• • • •• • • • A.LYNN MIL'L'ER,P.E. ••• • • • ••• • FL P.E.#587()5 ••• • • • • 0:1 e• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 3Aat Mullen Capacity Table lbaAl2 Opening Width(for lerlcalyspa vi g mUlions)or Opening Height(for horizonlely-spanni7g mWions) 601n so in 70En Sol. 901n 100111 1 1301. 1 140 In ISDN O t x 2.76 x Redr eller Trw Mana. R.O.MWr T awmsea Rect-QLA- Tnprfdan9. NedenWr TnM8en9. Reelemuw MWTDaro. Reraroller n.Prr". Reetangulr Tra'"em Rett w T.pTAMW Rectarouler Tnplmar p o Loadiro Laealp LoadnO Loaaro lnaaro Loaaro Lmdro Loaallg La.anp hang Laaro Loaaro Loading Loading Lording Loading Lo.aro Loading .376 Alum. Tube I 1111. i11111s 4 II1 111 1 z rL CA 42N 110.01 820 770.0 115 170.0 711 170.0 478 170.01 898 1 170.0 fi08 170.0 902 170.0 519 170.0 11161 170.0 621 170.0 1310 170.0 621 118.7 1101 110.8 621 127.6 1101 170.D 621 111.8 1301 170.0 621 J w W 4a N 170.0706 170.0 524 170.0 650 170.0 681 170.0 992 170.0 630 170.0 1133 170.0 881 151.8 1139 170.0 677 136.8 1139 170.0 680 113.9 1139 170.0 600 97A 1139 170.0 ON 88.4 1139 170.0 660 _ 50.0251. 170.0 747 170.0 563 170.0 698 170.0 831 187.0 1032 170.0 684 146.8 tO32 170.0 723 130.6 1032 170.0 747 1174 1032 170.0 758 97.9 1032 170.0 750 634 1032 170.0 768 73.4 1032 170.0 758 W o O 54 in 170.8 707 170.0 812 16t.3 SOT 170.0 Sol 138.2 907 104.7 rA 120.9 Our 162.5 720 107.5 OD7 145.0 714 90.8 007 141.1 710 80.6 OWN 140.0 700 69.1 907 140.0 709 60.6 007 140.0 709 m G f-- M 80N 141.1 735 151.6 826 117.6 735 130.1 811 100.0 735 110.0 699 08.2 735 106.2 12&2 735 00.5 1583 70.6 736 96.1 678 58.8 735 91.8 674 50.4 735 91.8 574 44.1 735 91.8 674 F- J 63N 1211 886 130.0 670 101.6 606 111.6 557 87.0 606 98.9 617 76.2 668 90.1 668 81.9 531 60.9 868 79.8 626 60A 808 76A 821 43A 666 75.6 521 38.1 ON 75.8 521 Oe N 106.9 607 112.4 522 68.3 607 90.1 511 75.7 607 05.0 501 06.2 OD7 77.1 607 71.5 488 53.0 807 874 481 44.2 607 63A 478 37.0 907 02.7 474 33.1 $07 62.7 474 Z a. W g¢� � 721n 814 310 65.8 143 88.0 SID 73.0 431 60.5 10 64.3 426 51.0 610 57.9 510 639 413 40.6 810 504 405 34.0 510 46.9 402 20.2 510 11.4 399 253 510 44.3 390 ? j j 761. 694 460 TL.S 400 67.0 /58 81.7 302 48.8 45e 64.1 365 11.4 468 484 456 44.8 373 14.7 458 114 366 264 458 37.7 382 244 458 38.0 360 21.7 466 36.7 368 J J Z 76 in 64.2 435 a7.0 361 53.6 435 684 373 46.9 435 49.8 360 481 435 44.7 435 40.0 355 321 435 30.1 361 26.0 435 34A 344 22.9 436 32.6 341 20.1 435 32.2 340 Q Q O BON 41.8 327 43.1 290 S/.8 327 30.4 266 29.9 377 31.8 260 28.1 327 28.3 327 25.7 271 20.0 327 23.7 286 17.1 327 21.0 282 11.9 127 19.3 268 Q n Z O 961. 344 287 36A 257 20.7 287 291 262 244 2117 26.0 246 21.5 287 23.1 287 20.9 240 17.2 287 19.0 237 14A 287 16.9 232 U) Xlogin 24.2 227 24.7 205 20.2 227 20A 201 17.3 227 10.0 198 16.1227180 W 111 N 22.3 215 22.7 191 16.6 215 19.1 191 15.9 210 16.6 198 f` 120N 17.8 IN 17,8 167 (� X Q 0 p TABLE 313 ANCHOR CAPACITY ADJUSTMENT FORMULA: d$� Z m N In Anchor Capacity Table Ibs ANCHOR CAPg 8u.lrote 2.79 CanMe 3.5k Can. Hollow CMU Filled CAN PT INWd Metal (DP,)X( >-ANCHOR CAP..,, 5/iV Eko 111'8815-1118'0** -88EIco 11081W 0128teel M12 ad MULLION CAP.,, ��� Anchor Clip Patterns Analr type 3110 Eko 1x100011 lin•EIcO u9racm U.con 3n8'Eko I1Maoon uP Eko ullraeen AgpnOelur tainwon Aeonittalor,S."(c5)screw(G51 Scraw(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge 01sWne Dol. V 2-Ir-1 I' 2-12' 3-1/6' 1• 2-117 1' 244 r 3.116' r 0.49' 034' 0.3N CAPACITY REQUIRED'CORRESPONDING TO AN Embedment Dnp 1414' 1-314' "Ur 1-974• r 1414' 1-114' 1-1/4' 1-IN' I-V4 1.11* 2- 1J/8' I.34r wn.s ACTUAL PRESSURE REQUIREMENT FOR THE 2Anolnn 104.7b'M1*.O.C.ISNndud a offset Cap(FW 1k 380161 3901. 4501. 8901. 1644•e 270101 2001. 3541M 7400. 3741. 65416. 9451. 341 lbs 4421. 5601. OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchors @ 1.15 MN.O.C./SWMeId(rOBxq Cffp(Fq.2): 46011. 7001. WA WA WA WA 5801. 1.A WA 1.A WA WA 6821b. 8951. 1120 We CAPACITY(FROM THE TABLE)OF THE SELECTED 4 Anch-0 SA9n.O.C,r(2)245 An211 Cies r ft.SY 7801. 7808. 6801. 15801. 10861. 5401. 5801. WA 7601. 7481be 8801. 18921. 6821. 8851. 11201. MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 AroMn @ 0.45'Ma.O.C.1 U-01p.Nt0.12V Alum.(Fq.4): WA WA WA WA WA WA WA WA WA WA WA WA WA NIA 71fi I. CAPACITY WHICH MAY BE USED TO QUALIFY 1 And-/FLOP ft.6k 1951. 1951. 2250. 44516. 6221* 1351. 1401. 1771. 3706. 1671. 9321. 4731. 1701. 2211. 2801. ADDITIONAL ANCHOR OPTIONS FROM THE 2 Anch=@ 1.15'MN.O.CJ FCBp(Fig.O): 2401. 3501. WA WA I WA WA 180 MI WA WA WA WA WA 3111. 4121. 6801. ANCHOR CAPACITY TABLE. NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. RODUC7RUVISHD CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. K complying whh 160 Fiorlds uildins Code to FIGURE 1: FIGURE 2: ` Do TABLE NOTES: ---I 1.000' r ' • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. r d ado Product Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. V I I I 2)LINEARPIMTERMIlikTION BETWEEN MULL LENGT"AND/OR OPENING WIDTHS IS ALLOWABLE. \���oNY LYNN A91e FIGURE 3: • • • • • • • • • 2.750' `�\�'��.•' GFNSE �F�Q 3)MULLSI AND I IP H NCR O SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21.23. Q HOLES T6 W DRS' I TF F 1D OI NG D NSK)NAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.5II705 ' FIGURFff6qFHON(9S @GESTWO,APRROXIMATEWHO"0CATIONS. _ _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED .375' `'O•:�� .�_ FIGURE 4: FIGURE 5: FIGURE 8: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED l i3 '• '2'Q)IS •' ill YEL W 5 FJ�RN PIN TH OF 0.55 UMI M SHALL BE 808375 AND BE A MINIMUM OF.125' S-ATI:OF lC/ I7� �G SAL 0,' 'I I� � • TIi� ATE Iw�STI TQBE A M�N M1U1 GRAD Af�5"THICK(18 GAUGE).STRUCTURAL-STEEL TO BE AT I•X 2.75'X.37.9'MULLION �i��` '•.F�ORIOP.•' I�II LEAST.125'Tj11CK AND,&*.ALL ANCHORS LWO MET4&L SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND ���S�S IIJ.I� THE M/VrERIAt.#1044#1!ANCHORS INTO WOOE)WAYBEETEEL,18-8 S.S.OR 410 S.S. sir CONAL E�� • •• • • •• • • • A.LYNNrA11ILL E12,P.E. ••• • • • 000 • FL P.E.#58705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 4A ® x Mullion Capacity Table b4W Opening Width(for venlcaly-spartinp mullions)or Opening HNpht(for hor120Me1y VIVIdirg 11111111") C#C a Win BO In Toln 801. 00 In 1001n 1201. 1401. 1601n O 11 d 1 x 2.76 x R.WWIr Tme dr•. Raclenpulr TnplTdenp. ReclalWW T-Prrdan9. ReclneJr TnepWe g. ReoWpdr Tnp/M-V. Redanplr R plydan0. Recln9alr TrpRArq. Raaelqular Twa na. Radn•Ar Twm-m s Loadnp Londng LoadnO Loadn9 Loadnp laadnp Lwdnp Losdnp L.&W Loednp L4adn9 Laednp Loadn9 lrldn9 LoadnO Loadn9 LOWIq Loading Y 460 Alum. _ Tubs Mullion g g ° Ig &• Z �"� 131 0 421. 110.01 020 1176.01 435 170.0 744 170.0 478 170.01 Me 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170-011240 170.0 521 170.0 1186 170.0 521 155.7 1620 170.0 621 Me 1020 170.0 521 J = 491. 170.0 708 170.0 521 170.0 050 170.0 581 170.0 992 170.0 e30 170.0 1133 170.0 551 170.0 1275 170.0 W7 170.0 1417 170.0 800 141.7114`17 170.0 flee 121.5 1417 170.0 680 106.3 1417 170.0 680 50.6251. 170.0 747 170.0 553 170.0 898 170.0 011 170.0 1018 170.0 e61 170.0 1195 170.0 723 1826 1288 170.0 717 116.3 1288 170.0 7511 1214 1288 170.0 768 101.5 12ee 170.0 758 914 12811 170.0 758 w l7 541. 170.0797 170.0 012 170.0 SMW 170.0 891 170.0 1115 170.0 754 150.7 1130 170.0 803 133.9 1130 170.0 037 120A 1130 170.0 658 100.5 1130 170.0 881 00.1 1130 170.0 881 75.3 1130 170.0 881 � N do in 1704 e85 170.0 701 1484 015 1623 751 125.5 915 141.5 716 1094 913 132.3 735 97.6 916 123A T26 67.0 915 116.5 720 732 915 114.4 715 02.6 915 1144 715 644 915 114.1 715 J 631n 1514 830 161.0 710 128.5 830 138.0 894 106.5 830 1232 881 944 mo 112.2 870 84A 830 101.6 082 75.9 630 9&4 956 03.3 630 94.5 049 54.2 830 94.1 819 47A 830 94.1 019 w Z 0. 06 In 1321 751 14&0 850 110.0 767 110.8 630 94.3 757 105.9 824 82.5 157 80.1 814 73.4 767 89.1 806 66.0 767 61.2 500 66.0 757 79.0 593 47.2 767 76.2 691 41.3 757 78.2 591 j J c497sdb $E j 721. 101.7 838 10&8 552 644 036 014 540 M.7 638 80.1 530 03.6 896 72.2 521 56.5 838 00.5 514 50.9 636 823 508 42.4 636 57.2 500 36.3 036 55.3 407 31.8 698 551 Z 761. 68.5 571 904 196 721 571 76.6 Ieb d. 71 874 479 54.1 571 604 471 48.0 571 116.6 464 43.2 571 51.6 459 38.0 571 47.0 451 We 671 444 447 27.0 571 MS 118 Q 781. 80.0 512 83A 474 8&7 $42 704 465 57.1 $42 62.1 450 50.0 542 55.7 MSI 44.4 542 51.0 M2 40.0 642 47.5 437 33.3 542 424 429 28.8 542 40.6 425 25.0 $12 40.1 423 1-- � Q N p 0 so in 521 407 53.7 381 434 407 46A 365 37.2 407 30.8 349 32.5 407 35.3 343 28.9 407 32.1 338 2&0 407 294 334 21.7 407 28.1 327 18.6 407 24.1 322 18.3 101 23.0 319 981n 429 '2.87 M.i 920 35.8 355 3T2 314 30.7 358 32.1 309 26.0 358 26.8 301 23.8 356 20.1 300 21.5 3511 24.0 296 17.9 358 214 289 15.3 356 192 284 ~ N sZ b1. 0 X� � N 1061. 30.1 30A 255 2&1 2e3 25.9 251 21.5 283 221 247 1&8 203 194 2M 19.7 253 184 ?AO 15.1 283 184 237 1' Y Y CIA 111 N 27.8 28.3 242 23.1 2e7 r/A 238 10.8 287 204 235 17.3 287 18.3 231 15.4 267 184 2281201. 22.0 22.3 200 1& 229 We 205 f&7 229 16.2 202 U K Q }i Q..� Z 0 TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: _ m0 sO Anchor Capacity Table ba ANCHORCAP.,,c,,,,,�, ��mIY adutnl 2.71 COMete s.5k0an Raia«cMu IN PT Wood W101 (DP_) ANCHOR )=ANCHORCAP.- 5118'Eko U4'33 Elco 6/iM Eko 1/4'93 Efro 810 SRW 012 8" 912 SIM MULLION Anchor Clip Paltems And-Type, 3/te'E6oU9awn i/4'EI.M.- WS'EltoUK-on 1N•EboUWaeon USE THIS FORMULA TO OBTAIN THE'ANCHOR Ubaoon AppmOelor Uft- Agont6sbr Screw(Os)Scow(GS) sraw(as) Edge DIV...ft. 1• 2aa• 1• 2-1/2• 3.1/8• r 2-12• r 2-iw T 3.1Ar r 4.48• 0.54• 0.324• CAPACITY REQUIRED"CORRESPONDING TO AN OM n 14W 1-74• I-- 1-314' r 1-1/4• 1-1M• 1-U1• 14W 1.1a' 14/4' r fate' tare' Rages ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amhl A 4.75•Mir,O.C./SIalldonI r OBsa COP(FI9.f k 390 lbs 390 bs 450 b% 890 bs 1811 b 270 bs 280 as 354 Io. 740 The 374 lb. sm IN 0481bs 311 bs 442 bR 5s0 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4AMhonSIAV M1..o.c/SWW&ld(ro8sa)CFO IN-2k 480 It. 700bs WA WA WA IVA SaoIm WA WA WA WA WA 602 be 885 1120 IN CAPACITY(FROM THE TABLE)OF THE SELECTED laneron®On.o.al(2)W Angle Clq/(Fq.3k 7eo lbs 180 as am as leso lbs IBM no 540 ma 5501bs WA 760 ms 745lbs 880Ibs 1692M 682 bs 11201ba MULLION.IT WILL YIELDA MINIMUM ANCHOR 2 aM1an @ 0.15'RT-..C.7 UCOA IMo.125'Alam.(Flt.4k WA WA WA WA WA WA WA WA WA WA WA WA WA 715r. CAPACITY WHICH MAY BE USED TO QUALIFY 1 Ander/FCIP 09.!td 195 Bn 1959u 225 bs 4451bs 82261 195 t 1401ba 177 ba 3701be 1871bs 3321bs 173 M 170 b9 2211b 2so lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMhom IAV M1..0-FCep lFlp.ek 2401W 350 bs WA WA WA WA 190%. WA WA WA WA WA 3416s 4421b Bso IW ANCHOR CAPACITY TABLE. RODUCI'RBYISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. vOdlagl fawhb Ito Flow p4mxa No FIGURE I: FIGURE 2: TABLE NOTES: 1.000' r--- i •. 1)SFS SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. rn1 ado P7oJuct Cbnt�ro 1 SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS \`111111117!//1 2)LINEAR INTJRPO)W4j1QN BET%%EEN DULL VNC&THS VWOR OPENING WIDTHS IS ALLOWABLE. � 1 FIGURE 3: 3)MULLIOICI.D MULLI$CfW:S 1♦4N4ARGN4 TQSCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. 2.750' Q�: VGENS�c F'P HOLES TO BEd)RILLE16 W THE FIELDIFOIaOVANWIMEMSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW11SUGGENITED,APPRSXINRTOHOSE LOCAAONS. No.58705 * _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 6�. - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED •'•, &- 5I 5 .'/d/ FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063T5 AND B£A MINIMUM OF.125' 0 S ATE O- .0 THICK.SVEEL SIFW &TO BE AWINIM911••RADE 33 AND.0489THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT FC ORIOP,.•' \�� LEAST 11112591'HICIVAND Ap36.4.LLOANCHORS INTO MET*L SINAL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1•X 2.75•X.650•MULLION '��SS ........ �C9. THE MAERIAL.#111)a#12 AICA•RS IHSO W0,00%I4Y BE:TEgL,18-8 SS.OR 410 S.S. ���/1 fINA�E �J • •• • • •• • • • A.LYNN UILLER,P.E. 000 • • + ••• • F L P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 5A v Mullion Ce eo Table Ibe@4 Opening Width(for vailloahsParring mullons)or Opening Height(fior hDd k-sPOrli mJliOrn) 601. 801n 701. 80 in BO In 1001. 120 In 1401. 10044 LLO Rxtrlpuwr 71eyiAuq. Rect0roft TtepJTdanp. War Tep/TrWlp. Reclanodar T w Iteclanpi4er Trepl0Wr9• Raclereaer T�ep01ar19. Rsolen9Slar nepTlenO• Raaarddlr TnpTaenB. Realarp4• Tiepmlan9. C ~ p w 1"x3.126"x Laft Lw&q Lodrtp Loedn9 Leaft Ladre Lo1dn9 Ladre Loadrlp Ladro Loadn9 L4adrl9 LoaQn9 l4dre Ladnp Ladre l.odre 4mdre tiY O Tube Mull g �, $ J3 a 9 � m �. >.� B €� g �� a 8 8 tag g $ e. e$ a � I4 €� �� �� 2g � � §& $$210 � �1 U) 1.61 LU 21 o 421. 170.0 620 170.0 435 170.0 744 170.0 478 17U 668 17AD 506 170.0 982 170.0 619 170.0 1118 170.0 521 170.0 1240 170.0 521 170.0 1468 170.0 521 170.0 1715 170.0 521 154.0 1802 770.0 521 J UJ 4eh 170,0 708 1740 514 170.0 850 170.0 664 170,0 992 170.0 630 170.0 1133 170.0 e81 170.0 1276 170.0 677 170.0 1417 170.0 800 157.7 1677 170.0 880 135.1 1577 170.D 880 118] 1577 170.0 SBO _ 50.8251. 170.0 747 1Ta0 503 170.0 098 170.0 631 170.0 1046 170.0 884 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 1MO 758 141.7 1495 110.0 756 121.51496 170.0 758 108.3 1495 170.0 758 W 0 o 541n 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1118 170.0 764 170.0 1275 170.0 803 180.1 1401 170.0 037 149.5 1401 170.0 650 124.8 4401 170.0 861 100.8 1401 170.0 eel 93.4 1401 170.0 861 m M f0 J 00 in 170.0 044 170.0 70f 170.0 1053 170.0 797 156.5 1156 170.0 676 138.7 1156 10'7.0 926 123.3 1156 150.5 017 111.0 1168 148.7 010 92.5 1156 144.6 903 79.3 1168 144.6 003 69.4 1156 114.6 003 Win 170.0 WD 170.0 745 169.6 1049 170.0 SW 137.0 1049 155.5 880 119.8 1049 141.7 848 106.5 1049 132.0 036 95.8 1049 125.6 828 749 1049 119.3 820 064 1049 IWO 810 59.9 1048 118.9 810 � U 881. 188.8 956 170.0 709 130.0 0% 161.3 601 119.1 956 133.7 788 104.2 955 121.4 776 028 955 112.0 765 87.4 966 100.4 767 69.5 855 09.8 748 69.8 955 9i.7 748 621 955 98.7 748 Z e W J 720+ 128.5 803 134.0 697 107.0 803 114.0 662 01.5 803 101.1 670 80.3 803 91.2 659 71.4 803 03.0 449 64.2 803 78.8 842 63.5 00.3 72.2 832 45.9 003 89.0 628 40.1 603 88.7 827 J � � 781. 1092 721 114.1 620 OLD 721 97.0 Me 73.0 721 85.1 805 68.5 721 78.b 595 80.7 721 70.1 588 SLB 721 85.4 679 46.6 721 69.4 689 30.0 721 58.8 684 34.1 721 58.1 663 Q c- 7816 101.0 884 105A 599 04.2 084 894 567 72.2 644 70.4 576 83.1 084 70.4 687 68.1 684 64.4 658 50.5 084 $9.0 531 42.1 664 tW 36.1 884 b1.3 638 SiA 884 50.8 634 Z Q N p 001n 85.8 614 87.0 468 64.6 614 67.3 448 47.0 614 60.0 440 41.1 514 44.8 433 38.5 514 40.5 427 32.9 514 37.3 421 27.4 514 23.5 514 30.4 408 44.6 $14 29.0 40S Q N Z � OD O 06 In 54.2 462 65.7 404 45.2 452 47.0 US 33.7 452 401 390 33.9 452 364 364 30.1 452 32.6 378 27.1 452 30.3 373 224 462 19A 452 24.2 359 184 452 22.6 355 � X A 1061. 30.1 357 38.0 322 31.7 357 32.7 317 272 367 20.4 312 23.8 357 25.2 306 21.1 J6T 22.7 303 19.0 367 20.6 299 16.9 337 134 357 16.2 287 IIA 357 16.0 263 W .N- Y Y 111. J5.1 338 35.6 JOB 242 336 30.1 JO1 264 338 28.1 206 21.8 338 23.1 282 194 338 20.8 28e 1T.5 338 19.0 284 14.0 336 12.5 336 14A 273 IIA 338 13.6 280 � M (1) r9. 1201. 27.7 280 28.2 203 23.1 244 217 259 194 269 204 256 17.3 280 16.1 252 15.4 289 16.3 240 13.0 289 14.0 246 114 280 9.9 280 i1.4 230 8.T 268 10.4 232 U X Q Q..� Z TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: �_ €TUU AnchorCe ecl Table(lbs) ANCHOR CAP. ,,,,.,,1 @� Sulsclmle 2.7k Oo rde 36kConc. Holow CMU F9e0CMU PT Wood Mela (DP..1)X MULLION °ANCHOR CAP.,,, o'�rc6'3 E2' t/d'SS Ek 1.15 Eko V4'9s Elco 61.)MCI rig Steel 912$led AnchorClip Pelleme Anchor Typo &15 Elco Upra:m yr Eko Uemcon3'15 Ekounew v4'EkoUemcon IGN AgpreOaor unman g99mc111 Scow(05)SveSteel 912$1861 USE THIS FORMULA TO OBTAIN THE'ANCH R Ease Clstance 6n) r 2-vr 1- 2-v2• I. 2-vr 1• 2-v2' 2 3-tre• 2' 0.48• a5r oszr CAPACITY REQUIRED'CORRESPONDING TO AN EmOednent n taa^ lar taro' tar 1-vr 1•vr 1-vr t-ur 1-vr t-v4• r fam• 13'6' wiles ACTUAL PRESSURE REQUIREMENT FOR THE 2 ArKlna @ 476'k9n O.C.r Stardmd a O0se1 CBp(Fla.11 300 IDS 39D IM 450 IDS ago an 18441.5 270M 280 IDS 364 IDS 740106 374 IDS 664 IDS 0116 IDS 341 M 442lea 580IDS OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Archon @ 1.15'MOl O.C.l Standard(a gaeq (Fla 2) 480 IDS 700 IDS ILIA ILIA NIA ILIA 30D Ida NM ILIA IIIA ILIA WA 682 IDS Ms. 1120 m CAPACITY(FROM THE TABLE)OF THE SELECTED 4A.. S'Mm O.C./T2)215 ADO*COPS I(Rg.3) 780 IDS 7BOmc 6BOIDs 15M les 7898IDS 640IDs 560In& NIA 760lbs 748IDS wIDS law to 682 IDS 885 m6 11209. MULLION.IT WILL YIELDA MINIMUM ANCHOR UA hom 00.451 Mh.O.C.l U4:Bp,w..12S Num.1170.4) ILIA w9. I11A ILIA NIA ILIA ILIA WA WA MA ILIA ILIA NIA WA 1073 wm CAPACITY WHICH MAYBE USED TO QUALIFY 1 Arclnr/FC9p(Fla.6k 105 mt 195 ma 225Its 445 ma 822 IDS 1351DS 140 ms 177 Bd 370167 187 Ins MES 473 AB 170IDs 221 IDS 7BO Na ADDITIONAL ANCHOR OPTIONS FROM THE 2 AMtw@1.15 Mks O.CIF 2q ID6 350 IDS NIA WA NIA NIA 190106 IIIA ILIA NIA IUA ILIA 341 DS 442lea 560Ion ANCHOR CAPACITY TABLE RODUCt'RBVISSD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLW. uCO gly wkbftF lorlds ��--13,�•-- 11.000'-I nwandel90 - FIGURE 1: FIGURE 2: TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. IUW ado Produce Control SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. \\\1111111/ 2)LINEAFYWEFWWTI(;N BkTWEgN MUJL LjNGT j AND/OR OPENING WIDTHS IS ALLOWABLE. 3.125" ��\ O........•••.M�! ,�i�i FIGURE 3: • • • • • • • • • \, ENSF 3)MULLION AND MU►LIONCIdPSjIHQWN(1RF�N01 TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. • • . • HOLES TOIBE DRIOUND IM THE F)BLDiOLbG RANG DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. No.58705 •'� _ FIGURES SIbW SUVESTES APIPRIA(IMTEO CLE LOCATIONS. _- •• •• .�0. • •• • • • •• _ ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED - CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED - 'C• 2 FIGURE 4: FIGURE 5: FIGURES: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6083.75 AND BE A MINIMUM OF.125" �'•, /TATE OF .'•<C/�� THICK.STEft4ffUDS TO BEIM 1dr MIN1M GRAD933 AND0045"THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT /'X 3.125'X.5'MULLION '<` F(ORIOp• �2` L`,tT!125"TRICK AND R36.ALL ARCHDRS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1'VF MULLION) % FS•'•..• � ••' �j; THEYAJERIAt#10k#l&fHOF§INTO.W(%DjAA):BESTEEL,18-8S.S.OR410S.S. 1is/0NA%- • •• • • •• • • • A LYhi4,ULLk P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • IS • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 6A • x w Mullion Capacity Table(lballl:) RIR, Opening Width(for.en9Daly-spanning mUions)or Opening Height(for hoAmineily-sparking mUAon9) ycTie so in 601n 701. 80 m 91)In t001n 1201n 1401n 1801n 37 O R.U.puler TreWMmo ReobroWeer TIWTd..4 Reo+enWler TreWlderg. RaNeror4ar TreW76ap Re.Ynprlr Trep/TNnp. RedenpWr TmprMenp. ReopnWlr L.WTnero. ReoMnWer Imadorg. Reolor•ihr TeWMero. o. 1 x4 x.126 Lo"M laedro dro LoaL-4-9 1.04,11-11LeWro Loadnp LO4n9 Loadn9 Loadro Lowing Loednp LoaOhg LoWro LoWig Lamp Loading LOWnp �o± Alum.Tuba ,�.^ •^ •^ ,�• FS :�� Mullion N In gg in 421n 170.01 020 170.0 436 170.01 740 170.0 478 170.0 088 170.0 506 170-01 992 1170.0 519 170.0 1116 170.0 521 170.0 1240 1170.01 621 170.0 1466 170.0 621 145.6 1489 170.0 521 127.6 1409 170.0 521 O W 48 In 170.0 708 170.0 624 170.01 000 170.0684 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1276 170.0 877 166.1 1303 170.0 880 130.3 1303 170.0 060 111.7 1303 170.0 880 97.7 1303 170.0 660 j 2 50.625 M 170.0 747 170.0 583 170.0 865 170.0 631 170.0 1046 170.0 884 170.0 1108 170.0 723 168.1 1235 170.0 747 140.6 1235 170.0 756 117.1 1235 170.0 766 100A 1235 170.01 760 67.8 1235 170.0 756W '0 O 341. 170.0 797 110.0 812 170.0 958 170.0 691 170.0 1118 170.0 764 154.41 1155 170.0 603 137.2 1158 170.0 837 123.5 1168 170.0 eW 102.9 1158 170.0 00) 06.2 1168 170.0 1 861 772 1158 170.0 061 m OF M 60 In 170.0 885 170.0 70t 186.7 1042 170.0 707 U2.0 1042 161.1 832 125.1 1042 146.7 816 111.2 1042 136.0 SDI 100.0 1042 130.2 791 83.4 1042 126.1 762 71.5 1042 125.1 7M 623 1042 125.1 792 1=" O J 03m 170.0 a" 170.0 713 151.2 992 103.5 018 129.6 940 144.4 790 113A 992 131.0 740 100.6 992 121A 768 90.7 640 114.0 758 75.8 992 100.4 745 84.6 9M WILD 744 56.7 992 100.0 744 = � 061, 165.4 941 170.0 709 1373 067 140.0 766 11&1 947 130.3 760 103.4 047 117.7 752 91.9 947 106.7 738 40.7 947 1022 727 811.9 947 95.1 713 69.1 947 04.0 711 $1.7 947 1410 711 Z 2 r M in 13&9 849 142.7 737 1132 040 121.6 722 07.0 649 108.0 700 64.9 019 064 696 76.5 819 08.7 608 67.9 049 027 673 60.6 649 76.3 659 48.5 849 72.6 662 42.5 849 72A 401 a 9 76 In 116.6 740 120.7 605 06.3 740 102.8 652 40.6 782 90.0 640 72.2 7M 00.9 620 W.2 740 74.2 620 67.0 762 69.2 813 4&t 7M 62.8 602 41.3 740 69.9 697 38.1 740 59.4 595 J 1n Z Q J f 76 in 10&9 721 1114 6N 69.0 721 91.0 621 70.1 724 40.9 609 68.8 724 74.4 699 69.4 724 00.1 691 634 724 BSA SO3 4{3 726 67.3 673 38.2 724 642 687 33.4 7N 63.5 565 90 in 69.6 513 71.6 483 50.0 543 60.7 474 417 613R4565 543 47.1 458 3&6 643 42A 440 34.8 643 39.6 416 28.0 543 34.0 436 24.8 543 32.1 410 21.7 643 30.7 128 961n 67.3 476 58.9 427 47.6 470 49.7 419 40.0 4710 478 38.5 406 31.8 479 34.6 400 26.7 476 32.0 395 23.9 476 28.1 388 20.6 478 25.6 380 179 416 24.2 376 nNit 10B N 10.3 371 41.1 341 33.5 377 344 335 26.0 3772 377 2&8325 22A 377 24.0 321 20.1 377 22.0 317 16.8 377 19.0 310 14A 377 17.1 304 N111 M 17.1 357 31.0 121 30.8 357 31.6 316 28.5 3572 357 2{.{ 309 20.6 357 22.0 305 18.5 357 20.1 101 16.4 S57 17.4 291 Q-' a1201. 29.3 308 20.6 279 244 306 25.1 274 21.0 306 .3 306 19.2 257 18.3 306 17.3 263 O.J X Q O O 144 in 17.0 212 172 106 d Z N 0 TABLE 68 ANCHOR CAPACITY ADJUSTMENT FORMULA: x Anchor Ca acl Table b• ANCHOR CAP. ` �g� Su41nb: 2.7k Concrme 3.5X Coro. HdIavCMU FbM CMU PT V7008 Meld (DP_)X( J=ANCHOR CAP.,,, 5/1Y Elco 111'88 Eb0 NW E100 114•SS Elanr14I 912 Steel 812 St" MULLION AnchorClpPatteme AncnorType. 311YExotalReon U4'EkoUbazon 3n+YEboUlkaron 1/1'EkoUMacan UBraeon AgpreOeta Unrecen Agpnx7mor S_ Scww 6061 Serary(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge 015ar.e on] 1• P21( 1- 2-Ur 3-175• 1• 2-1R• 1• 2-Ur r 11/8• r 0.61• 0.324• CAPACITY REQUIRED'.CORRESPONDING TO AN Embedmmt9nl 1.314• 1314• 1x14• r 1-4/4• 1-1/4' }174• 1-U4' MIV 1-114• r 1376• vxks ACTUAL PRESSURE REQUIREMENT FOR THE 2Anotla.®415'Min.O.C.7 StendW W Oftel CDP(Fig.162): 39014 450 pre 6906. 16448. 27016. 28014 354 Its 740 bs 374 to 68414 948b5 44214 560 ba OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anoham C 2.2V Min.O.C.7 Stendwd(40011..0 Up(Fig.# 70014 580 6. 141014 959 bs WA 580140 WA 630 f4 WA 64014 WA 685141120 bs CAPACITY(FROM THE TABLE)OF THE SELECTED SMeN(or06e0 Clip(Fig.1k 980140 WA WA WA WA 78014 WA WA WA WA WA 17708. 2&Olbs MULLK)N.nWILL YIELD AMINIMUM ANCHOR 4M.t. erMi.O.GI(2)baAro+eCaps/(Fp.5): 700 f4 6908. 154014 189614 5106. 56014 WA Teo b. 748bs 86014 189214 885 9. 11209» CAPACITY WHICH MAY BE USED TO QUALIFY 6 Anobau®WMin O.G 1(2)2X6 Angie CBP9/(Fq.8): H7014102014 234014 264414 810 bt &014 WA 114014 ++2214 1320 n. 283614 1327 b. 1600 be ADDITIONAL ANCHOR OPTIONS FROM THE 4 AnchomQ0.45•Mh O.C./UMP•In1o.12V Alum.(Fig.7k WA WA WA WA WA WA WA WA WA WA WA WA WA 1 143065 ANCHOR CAPACITY TABLE. PRODUCTRBVISED 2 Amt. Q 2.25•Mm.O.C/F141p{Flp.87 350 b. 150 bs 290 bs 70514 476 be WA 2606. WA 315 be WA 44014 WA 341 bs 41214 5110 bf M°0��+11111�PIOt�O BuOdlagCbde /'� 4 Ano4.®1.15'MIe.O.0/FCYp(F 4808. 1 70014 I WA I WA T WA f WA 360a. WA WA WA I NIA WA 082 U. 8&514 112014 - � 1.000' r Aceeptmtp No ,(//� NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. _Aotc TABLE NOTES: �Aiaml a Product Con4rol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURES: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE 11111 i l 111// • • • • • • • 'a- 6. • • U0. WET•SZ-JFOj GW4ER4 INST&ALLiTION j1�THODS. `�� ON( 4, •2)LINEAR-TERROhATiON-SETWEE-M ALL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q�,•'• LICENSE •'.'p 3 I ULLIONANE t�1 @LLi8N QIP&SHOWN AR!NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES 4'�" - No.58705 • O BEURIRED IICfhE FIELD FALLCAVIAtIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW FIGURE 5: FIGURE 6: - FIGURE 7: SUGGESTED,APPROXIMATE HOLE LOCATIONS. 'q • • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED 0••. fA E �,:••�C/�� • • • • •• CdOIERETE BLOOKl7NIA IOU)SHALLCONFOIlM TO ASTM G90.WOOD SHALL BE PRESSURE-TREATED YELLOW .125' .(I 'S.F(ORID?'..• \�` • •SO HERN P ��JJITIH A SO OF 0.95.ALUMINU SHALL BE 8063-T5 AND BE A MINIMUM OF.125"THICK STEEL L %FS ••••••• \.\G 1� ( ) ••STUTO�EAI(N�IMUM 3Al�Iq.f T CK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK r�/ ,�(O�NA1�� �5� ANGLE CLIP FIGURES 5&6 MUST BE USED IN PAIRS •AN A L/���C RS M TAL gF�1LL�X ND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL.#10& 1-X 4•X.126• A.LYNN M.IILitR,P.E. •••7712 ANCHORS MO WOOD MAY BE S E$L.18-&S.S.OR 410 S.S. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 7A Mullion Capacity Table Ibs/Il: 8A Opening Width(forvaracalV4parrnng mla5or•)or Opening Height(for hori4ordaltp-sparring millions) Wd a 601. 601n 701n SO1. 90 M I In 120 In 1401. 10010 Y a o 1 x 4 X.376 RectsnpA.r '11W/Tdang. R.d.vAsr Trep/7dano. Pe tanpd.r Tt*Wdmg. Rectangular TyMd.n9 Rsdwvw.r TmwTdeng. Rectengulr IvaiuMiang. Reetanplr Tr.p/rdang. Reclenpir Trap/Td.n9. Reolelqulr T7ap7fd•r9. p Luting Lsatin9 Loatirrg Losang Lendw Lmdn9 Le.dng laaan$a3p yn3L"din9 loaanp 'tng�Loaa'nag69 Loafing Loae'ra46p aa$l0sanp lnea'nag8p Loseinng 'a63LOA*W 'gr$L.&V oyr O MullionAkim.Tub S �. �. dg CS �" 6 O8 6� d dg s d0 05 z I B so ao d rF a' 28 a�� d Id go: S $ons Sa d8 40 de O W 42 M 170.0 SM 170.0 435 170.0 744 170.0 478 170.0 abs 170.0 506 170.0 902 170.0 519 170.0 1118 170.0 521 170.0 1240 170.0 621 170.0 1488 170.0 521 170.0 1735 1 170.01 621 170.0 1983 170.01 521 401. 170.0 705 170.0 524 170.0 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 681 1170.0 1276 170.0 677 170.0 1417 170.0 660 170.01 1700 170.0 BW 170.0 IM3 170.0 660 151.8 2024 170.0 820 j 60.826In 170.0 747 170.0 663 170.0 896 170.0 831 170.0 1018 170.0 884 170.0 1195 170.0 723 170.0 1316 170.0 741 170.0 1491 170.0 756 170.0 1703 170.0 750 150.0 1019 170.0 760 138.5 1910 170.0 756 to 7 541. 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1116 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 837 170.0 1694 170.0 850 160.9 1799 170.0 681 137.1 1709 170.0 861 120.0 1799 170.0 881 m M O 001. 170.0 885 170.0 701 170.0 1063 f70.0 797 170.0 1240 170.0 8'78 170.0 1417 170.0 944 170.0 1594 170.0 996 165.0 1619 170.0 1033 129.6 1619 170.0 1063 111.0 1619 170.0 1083 97.2 1819 170.0 1063 �-1 63 M 170.0 930 170.0 745 170.0 1116 170.0 850 170.0 1302 170.0 910 170.0 14e6 170.0 1015 166.7 1642 170.0 1076 141.0 1642 170.0 1122 117.6 1612 186.6 1166 1003 1642 167.9 1167 88.1 1642 167.9 1167 � 0 {, 661n 170.0 074 170.0 789 170.0 1169 170.0 903 170.0 1354 170.0 1002 100.0 1472 170.0 1086 142,8 1472 158.8 1148 128.6 1472 168.8 1130 107.1 1472 147.6 1106 01.8 1472 148.0 1101 80.1 1472 118.0 1101 Z J 721n 170.0 1003 170.0 878 170.0 1276 170.0 1009 150.8 1320 166.2 1101 132.0 1320 149.9 1082 117.3 1320 137.8 1066 100.6 1320 126.6 1049 as.0 1320 117.0 1024 75.4 1320 112.6 1013 66.0 1320 112.5 1012 � 3 rain 170.0 1122 170.0 037 149A 1t&4 169.4 1013 126.2 1184 139.0 ON 112.2 1184 125.7 078 90.7 1184 115.3 961 89.8 1184 107.5 952 742 11& 07.6 0.75 81.1 1184 93.1 927 56.1 1131 023 925 Q y r s 781. 166.1 1124 170.0 967 130.4 1124 147.0 966 118.6 1124 1238 947 103.8 1124 115.6 931 92.3 1124 fo5A 018 s&o 1124 9s.5 906 60.2 1124 69.0 090 58.3 tfu 84.3 881 $1.9 1124 83.2 878 H J r 901. 100.1 &4 111.6 760 00.1 814 94.8 736 77.2 814 82.1 724 872 644 73.3 712 60.1 844 06.6 702 54.0 814 61.4 693 45.0 044 54.2 678 30.6 tri 60.0 We 33.6 0H 17.7 682 Z CV O 961n 89.1 742 91.5 683 74.2 742 77.2 052 0&8 742 67.2 041 66.7 742 59.6 631 49.6 742 54.1 622 44.6 742 498 614 37.1 742 43.8 600 31.D 742 39,8 690 27.8 742 37.5 584 r• p 10824 e2.8 686 63.9 630 52.1 610K6521 44.7 586 46.6 513 39.1 Ss6 I/A 605 342 566 37.3 496 31.3 666 34.2 492 28.1 566 202 161 22.3 680 26A 472 19.6 586 24.7 466 (n M111 1. 57.6 555 5&D 603 18.0 5555 41.2 555 421.9 487 36.0 5% 36.0 460 32.0 555 34.2 473 28.a666 31.3 497 24.0 666 27.1 467 20.6 SW 24.3 448 130 555 22.4 442 IX 4201. 46A 476 48.4 433 36.0 4766 32.8 475 33.7 420 285 475 202 414 20.3 475 26.6 409 22.6 476 24.6 404 19.0 476 21.1 206 16.3 176 18. 11.3 476 .1141. 330 305 22.0 3301 19.9 330 19.3 297 16.6 330 17.0 1 203 Q..r Z U O TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table Obs) 9ubelrele: 2.7k Cororcle Sot Caw, Hollow CMU fWM CMU PT VAood Me4f (L)P,.)X�ANCHOR CAP.,,o,,,,,,\=ANCHOR CAP.,,, 5116'EW* 114'113 rm 8116'Elco -SS6- 01011 x1 812 Steel 0123kd MULLION Anchor CUP PeReme Anaw Typ& 3110'Elco LXbacon 9P E-L9bsea. lAXeoan 3 W Ewo LN-- I-Ebo Ultreeon � � Unrecen ApOn:Gabr screw 815)serer(GS) eeraM(135) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge OlsUrwe link 1' 2-117 1' 2-1rr 3-w V 2-1/2' 1' 2-1rr r 3-118' r 6.46• 0.54• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednant k 1-314' IN4' 1-314' 1314' r rWlA 1-114' 1.114' 1.1/4' 1-1/P 1-114' 2' f2r6' I-wr v ro. ACTUAL PRESSURE REQUIREMENT FOR THE 2 AnohemQ4.76'Min.O.G/Standad r Onset Calf(Fig.t82X 3901bs 3901. 4501. 8901b. 10441. 2801. 3541. 740114 374 lb. 6641bs Ola lbs 3411. 442 lb, 500 Poe OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Arwha.Q 2.2V 690.O.C./Slendrd(rOnse0 Clip(Fig.3): 70016. 7001. 5801. 14101ba 9521. 5001. WA 6301. WA 8801ba WA 6821. 8851. 11201. CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anohm Q tis Mln.O.C.l SW"d(or Onse0 COD(Fig.47 9601. 14001. WA WA WA7001. WA WA WA WA WA 1363lb. 17701. 22401. MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Aneh%sQ3-I•n O.C./(2)2x5.0.9*C8ps/(FIg.57 780 g. 7801. 8601. 15WIN 19961. 59014 WA 7601. 7481. 8801ba 1a921b. 6821. 60515s 1120 lb. CAPACITY WHICH MAY BE USED TO QUALIFY OAnchm Q9•Me.O.C.1(2)&5An9b CT0e/(Ff9.ek 1170.3 117016e 10201bs 23401ns 2844 Rd 8401be WA 1140lb$ 11221. 13201. 20381. f0221bs 13216801. ADDITIONAL ANCHOR OPTIONS FROM THE IAnchraQ0AVMin.O.C./i3tlip,YAe.125'Alum.IFI07Y WA WA WA WA WA WA WA WA WA WA WA WAIA 14701. ANCHOR CAPACITY TABLE. RODUCrRBVM2 Anollas Q 2.25'Min.O.CI F-00(Fig. y 3501. 3501. 2901. 7051bs 4781. 25016. WA 3151. WA 4401hs WA 341 1. 442114 580 W3 n 1vNh�•Plalle4 4 Amhrs®1.15'Mh O.CI F421D(F30 B7 480156 700lb3 WA WA WA38016. WA WA WA WA WA 652 8e5lbs 11201ba u#digg Q�0 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. 1.062' 1.000' TABLE NOTES: Ai9n1I bade Produce Camtrol FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: FIGURE 6: FIGURE 9: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • •• ••• • • • • •• \�� pN•,...., AlY� ���� *)LINEAR INiEROOLA •TIOM BFiiWfiENMU14 LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. a'��•'t10ENs�c'•.�4C•P • • • • • • • • • • i)?W LLK)Itf,,��/6wwRtt•!D M'�'U``LM�OIfCLIPS1y'9/1t�HDON ARiE NOT TO SCALE.FOR EXACT DIMENSIONS,SEETNbSHEE52t-2�3. IGURESDSHOIAAGGESTED,APPROXIMAELI)FOLLOWING £TEHOLE LOCATIONS.IONAL IS 4.000' 4.000' 240.58'/05 1•'* FIGURE 5: FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND -)3 '. Zq • • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G90.WOOD SHALLBE :Q TATE< • • • • •• RESRE-TRE �YELILSOUTHRN PINNH AN SG OF 0.55.ALUMINUM SHALL BE F<ORIDP,.•'G\'C: • • 063- AND BE t�INIMU OF.125" tC'�.S EE STUDS TO B£A MINIMUM GRADE 33 AND.045' .375' a�3716` SIS ' ' ••jHIC 16 GgUG .SjRl1C RAL$TE 1•Tp B AT FAST.1216'THICK AND A36.ALL ANCHORS 'T T ' '1,,!0NALUE o ANGLE CLIP(FIGURES 586)MUST BE USED IN PAIRS. INTO METAL SHNL fiKTENpgT LEAST 3 SGR�V TyREADS BEYOND THE MATERIAL.#10&#12 1'X 4'X.375' I 1'X 4'X.375' I A.LY'k WL "P.E. ••1t1NCH*RS INTO VWOD MAM BE STEEy 1641 S.S.iR 410 S.S. 'T' -MULLION MULLION FL P.E.#56705 ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 8A • Ag11+ Mullion Capacity Table(bele 76 F Opening Width(for vedcaly-spanning mullions)orOpening Height(for taAzonte81r.9perWng mullions) 60 In 601. 701. 806 BOM IOd in 1201. 1401. ISO In 1.26"X Reclarprlar TraoTtInng. Raetenp6r TryYhlule Reclanplu T.Wr6.W. Raotangulr Trp/Mmo Raotan9.iar TepRlero. ReoWpu1.r TreprhIme, Reewmw 7rap/Mama. R.m.nW.r Tep/Tllang. RMe1pAr TnprM-11. p p Loading Loading Laadinp Loa®.g L"01ng Lming Loading Lw" L-ft LoMrg Loading Lading Lmdng Lading Loading Loading L.adng L"Ang 6y 3.188"x yy$• a yAAE Dy$• y��$•• "gD$ .286"Alum P �' d �g y O 'g•- 6 O�' Q 04 TuheMull � a�. � �• d I� 8 � � d � �` d8 � d3� W N L �� 426 170.0 020 170.0 435 170.0 744 170.0 478 170.0 888 170.0 506 170.0 912 170.0 619 170.0 Ilia 170.0 621 170,01240 17D.0 521 170.0 1488 170.0 621 170.0 1735 170.0 621 1519 i789 170.0 521 O W 486 170.0 708 170.0 524 170.0 850 170.0 664 170.0 90 170.0 SW 170.0 1133 170.0 581 170.0 1275 170.0 677 170.0 1417 170.0 880 164.8 1518 170.0 880 132.7 1648 170.0 NO 118.1 1546 170.0 680 _ 50.825 M 170.0 747 170.0 663 170.0 898 170.0 831 170.0 1040 170.0 684 170.0 1190 170.0 713 170.0 1346 170.0 747 167.0 1488 1709 756 139.2 1488 1740 766 119.3 14811 170.0 768 104.4 1486 170.0 768 to LU 546 170.0 797 170.0 612 170.0 958 170.0 691 170.0 1110 170.0 754 170.0 1216 170.0 803 163.1 1376 170.0 037 1489 1176 170.0 858 122.3 1376 170.0 881 INA 1378 170.0 081 91.7 1376 170.0 851 (n M O OO In 170.0 885 170.0 701 170.0 1063 170.0 797 156.9 1156 170.0 878 [17.420 155 167.4 830 123.8 lice 156.8 910 111.2 1158 1540 912 S27 1158 144.8 105 79.4 1158 1449 905 69.5 1156 144.5 905 F ( J 636 170.0 930 170.0 745 160.1 1051 170.0 650 137.2 1051 Me 8621051 142.0 848 108.7 1051 132.3 837 90.1 1051 125.7 830 40.1 1051 119.5 822 88.6 1051 119.1 821 80.0 1051 119.1 021 j 661. 167.1 957 [1164, 0 789 139.3 957 MIA 605 119.4 057 134.0 790957 121.6 777 92.8 957 112.8 767 83.6 957 106.6 759 699 957 100.0 760 69.7 957 98.9 748 52.2 957 98.9 746 C 726 128.7 604 2 448 107.3 804 116.2 604 91.9 aM 101.1 671804 91.4 680 71.6 004 44.1 BSO 61.4 804 X15 39 804 72.3 633 489 804 69.9 629 40.2 SM 69.8 828 0 UJI Z 786 109.4 7224 870 91.2 722 972 616 782 722 65.3 408722 78.7 698 BO.a 7rd 70.3 668 64.7 722 5.8 722 5e.5 670 39.1 722 58.7 665 34.2 722 68.2 6" J X 701n 101.2- 8659 ON 84A 585 69.0 6" 72.3 885 70.6 577685 70.5 568 58.2 616 ".5 660 60.6 855 2.2 886 64.1 643 362 005 5fA 537 31.8 685 60.7 me H N � r Q O) O 001n 85.9 615 457 54.9 515 67.5 449 47.1 515 50.1 441515 44.7 434 38.6 515 40.6 426 33.0 515 27.5 515 311 4I3 23.5 515 301 107 20.8 515 29.1 444 x Z N61.3 457 4" 45.3 453 47.1 307 389 463 41.0 391453 38A 365 30.2 453 33.0 379 272 453 278 463 28.6 366 19.4 453 24.3 360 17.0 463 22.9 356 1 CD p 80 1086 38.1 358 39.0 323 31.8 368 32.0 318 27.2 358 284 313358 26.2 305 21.2 358 227 304 10.1 358 15.9 336 10.0 203 �`_W111 In 35.1 33629.1 330 30.1 101 281 338 281 297330 23.2 293 19.5 338 20.9 209 17.9 338 Of X N 1206 27.8 290 28.3 244 21.2 290 23.8 260 19.9 260 20A 258290 18.2 263 16.4 290 18.4 249 U Q Ln 1446 16.1 201 14.4 lea ds' 90 to TABLE 8B ANCHOR CAPACITY ADJUSTMENT FORMULA: of AnchorCe Gty Table(lbs) ANCHOR CAP.,,",,,,,, o •� � Substrate 2.7kCmmle 3.5k C=. Won.CMU F•e0CMU PTw000 Ltdal (DP)X( )=ANCHOR CAP­ Substrate- VPSS Ek r1G Eko Ur SSEIco #10S1ed a12Sleel 012S1eei MULLION CAP.,,,,,,,,,, AnchorCllp Pattem6 Anchor typo: ylfi'Elco UencM V4•EkoUNracM U6mc" 3'11 EIroU6•cM 1/1'EKOU9racM AggreGslor U61acM Aggm0dor screa(w)strw(O5) scrw(w) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Dslarce pn) t- 2-vr r 2-vr 34w r avr r 2-vr r 3-1/6• r o.46• 0.54• 0.324• CAPACITY REQUIRED'CORRESPONDING TO AN Fmbeonr6 dnl I3/r 14'41 16/4• 1ffir 2• 1-v4* 1-114' 1-114• 1-vr 1-114• 1-114• r In. 1AB' vans ACTUAL PRESSURE REQUIREMENT FOR THE 2 Awhm®43V MI.O.C.I Sla d"r OM Clip Pig.1): 300 lis 390 Ee 450 Ins 890161 1644 IM 210 ft 280144 354 bs 740 Its 374*s 6611" "6108 341 ue 442 to 55o IM OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anchm 1.16-lA6 O.0 I SIefWN(or OUt)CBp ft 2) 480644 70066 WA WA H/A Im 38D 1" WA IMA H/A IVA IUA 68263 68563 112D lbs CAPACITY(FROM THE TABLE)OF THE SELECTED IAn:tpn�3•M1..O.C./(1)26 Ara*CBp3/(Rg 3) leo lis 780 fro 69)Ins 158D Its IMS IDS 640144 ISM We IUA 7601" 745 IDS NO" 1892" 662 Ins 685163 Molts MULLION.IT WILL YIELD A MINIMUM ANCHOR 4Arcron®0.45'IAIn.O.C./U431p,M0.126•ANp(Fig.QIUA IMA IIIA IUA H/A IUA IUA WA IUA H/A IMA IUA IUA IUA 1430 Its CAPACITY WHICH MAY BE USED TO QUALIFY 1Arcipr/FCO g 196*s 106Ib 2251" 445106 82264 1956e 140 An 17766 9701bs 167Ibs 93298 476 ks I70 os 221 be 260 Lbs ADDITIONAL ANCHOR OPTIONS FROM THE 2Anctgn 1.16'IAi.O.0/F 0 2406: 3501" WA WA IIM1 RA 190 He NIA IUA H/A IllA I1rA 31163 412 k, 680104 ANCHOR CAPACITY TABLE. PRODUCI•RBVISBD NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Plorl OuBalnyOb46�the de 1--1. I - 3� FIGURE 1: FIGURE 2: Di- TABLE NOTES: _ e-•+�-lJs • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATIONlem�aQe Roducl Conirn� ON LOADING.SEE SHEETS 24 FOR GENERAL INSTAUATK)N METHODS. 2?Lt4EAlAttEFTOTTI(jMB"Et$MU:LILOIJGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. LYNN FIGURE 3: 3 ULLI N_.*.*.I ff,,CRPS N NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.188 .�'��O'`%GENS• ANGLE w �� w C; 3 " P.•' R •'Q �: CLIP MUST SHRETS 21-83.HOL61B TO BE@DRULEI&IN THE4FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED 6NOWNOONtHEE1�1-23.4FIGURES IIHOWABUGGESTED,APPROXIMATE HOLE LOCATIONS. 265" _ No.58705 , IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0.90.WOOD SHALL FIGURE 4: FIGURE 5. FIGURE 6: •' r �� �5 [Lj • BE&F"SURE-TRWEQ,)WW-OW SOU&HERN FV4E WITH AN SG OF 0.55.ALUMINUM SHALL BE T S S A !V. • • 46083-1115 AND BE•k MINIMUM OF.125'eTHIGK.STEL.STUDS TO BE A MINIMUM GRADE 33 AND 1,25'X 3.188'X.285'MULLION '�� •.F<OR(OP,• \�� • 045"!HICK(18 GAUGE).SVRUCTUR/R STEEL41rO BE AT LEAST.126'THICK AND A36.ALL (1-1/4-VF MULLION) ' sS ....... ••ANCIARS IRTOOME'ML St1ALL EXfEND*I?LE}lST4h SCREW THREADS BEYOND THE MATERIAL. ' � /�j�Jp ••x#10 8y f2 ANCH5%ANTO P80D MAI OTL6%-8 S.S.OR 410 S.S. A. YNNlty{�(4LER,'P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 9A • � Mullion Capacity Table(IbsMe) Rik F Opening Width(lorverdea"pemU1p h111Eons)or Opening Height((orhorizontaly4pawft mullions) a so In 60 in 701. Win 9D In 1001. 1201. 1401. 160 In ftwlsn9ukr TmpfTMno R.I rqul r Treyrdup. Reelenpuler TmpTMn9. R.I ra"r TnplrMnO RwbnOULr TmpTMn9. ReoWpuk1 TnprtM.9. ReWnpWer Tm1y7Mnp. ROe1enWNr TrspliMn9 R&Clsapulu Tmry7Mnp. G 1.26x325 Losdln9 Ltedn9 LadNO Loadbl9 Loedw Loe6.0 Iaedn9 LosMq LadnO Loado9 Losdn9 Lo6dln9 Ludng L.Mg LoedNO LotlNp La6rip Luang oY X.181) -a6¢ �$1 �${ �jLc $j LO Alum.Tube ^ gq yµ^ fig qp^ gg gg 8}m Mallon 2 d8 d i ll s d8 4 i 2A ;@ 2 2 d d 2 @e 2 s 8 gd z tea` N 421, 170.0 620 170.0 435 170.0 711 1 170.0 470 170A 6e8 170.0 BOB 1170.0 992 170.0 619 170.0 1 11161 170.0 WI 115&3 1 1118 170.0 1 621 127.7 1156 170.0 621 10&6 1116 170.01 521 0&6 lite 170.01 621 W "In 170.0 70B 170.0 524 170.0 850 170.0 681 167.6 076 170.0 630 1 148.7 W8 170.0 661 130-41 078 170.0 877 117.31 978 1170.0 680 97.8 978 11770.0 "me 83.8 975 170.0 am 733 976 170.0 690 _ i 60.8251. 170.0 747 170.0 553 170.0 698 lice 531 160.7 927 170.0 884 131.9 927 IWS 708 117.2 927 Ib9.1 Bet 10.5.5 927 166.3 696 87.9 927 158.3 895 76.1 1 927 156.3 895 06.9 927 166.3 896 = � 6/1. 170.07B7 170.0 812 154.6 B60 170.0 891 192.6 869 163.9 693 115.8 869 141.8 See 103.0 SO 134.0 650 92.7 569 120.8 SU 77.3 869 USA 652 68.2 880 126.8 652 67.9 M I2&8 652 W Opp 0 601. 143.2 746 163.6 834 1/&4 746 132.3 620 1023 746 117.6 609 89.5 745 1079 699 79.6 746 101.0 592 71.6 746 06.8 687 69.7 748 9X3 683 61.2 748 03.3 503 44.8 748 93.3 663 m M ~ (� J Bf1 123.7 677 132.0 579 1103.1 877 113.2 Set BBA 677 100.4 656 71.3 677 91.4 648 W.7 877 85.2 Sit 81.0 677 61.0 534 619 $77 77.0 529 44.2 677 76.7 629 38.7 877 78.1 629 F J 681. 107.6 617 114.1 630 59.7 617 WA S19 76.9 617 86.3 509 67.3 611 78.3 500 59.6 617 726 494 53.8 817 68.7 489 44.6 617 04A 463 36.4 617 83.7 482 33.6 617 63.7 482 d 711. 92.9 618 87.1 450 80.1 510 749 M0 69.2 618 65.2 432 61.6 618 58.8 425 46.1 Sib 64.2 419 41A 616 60.7 414 34.6 SIS 46.6 408 20.6 518 45.0 405 25.9 616 45.0 405 Z J g $$� y� 78 N 70.6 465 73.1 405 5&7 456 82A 398 60.3 465 64.9 390 44.1 466 49.4 364 39.2 465 46.3 378 359 455 42.2 374 2&4 465 3&3 367 25.2 405 36.5 364 22.0 465 369 363 r2 J Ie > 0 ofq 78h 85.2 IN 88.0 387 64.3 Mt 67.7 379 46.8 M1 50.6 372 10.1 441 45.4 358 36.2 M1 CA 360 32.6 441 30.7 356 27.2 111 379 340 23.3 441 33.1 346 20.4 M7 32.7 915 J 901. 42.4 332 43.8 295 35.4 332 37A 289 30.3 332 ]2.3 PN 2&5 332 28.6 280 23.8 332 26.1 278 21.2 932 1..1 P72 /T.7 332 21.3 268 16.2 332 10.6 262 13.3 332 16.7 280 Q 0 Q W p 081. 36.0 Z91 36.0 280 20.1 291 309 258 25.0 291 26.4 262 21.9 291 23.5 248 19.4 291 21.3 244 17A 297 79.6 211 14.6 2B1 17.1 236 72.5 2W 15.6 232 N Z 1081, 24.8 230 26.1 208 20A 230 21.1 205 17.5 230 1&3 201 1&4 230 18.2 19B h x O 1n'S 90 gb 1711, 22.8 218 23.1 1W 16.0 216 19.1 /M 16.Y 278 1&8 1B1 71.1 21B tl9 IBB N r)j 8 a 1201. 17.9 197 1&2 170 1..9 187 1S.3 167 M w x 0 N Q TABLE 9B ANCHOR CAPACITY ADJUSTMENT FORMULA: AnchorCa achy Table(lbs) � � ANCHOR 8ubelmb: 2.7k Concrete 3.5k Caw. Hogan CS1U FYNw 12411 P7 Waod Memel (DR-)X( >=ANCHOR CAP-„m 5/78•Ela 11.'33 Eko 1116'Ek* IM SS Eko 910 Stem 912 Skel 012 Sled MULLION Anchor Clip Patterns Arolwrlype: 9/18'EkoUlre.orl 114'EkaUNacOn 3/18'EIa!2-VT 1q'EkoUllmcmm lalmeon AppreGala UlUacm A9o<eaekr screw p5)5aew(c5) seme(CS) USE THIS FORMULA TO OBTAIN THE'ANCHOR Eo9e DkNrwe lin): r 2-v2• 1• 2-11T b1/D• r I' 244 2• 3-110' 2• o.4e• 0.54• 0.324- CAPACITY REQUIRED'CORRESPONDING TO AN Embedment n: 13/4• 1311• 134' 1314' T 1.11.• 141' 1-114' 1-fIP 1.114- 2' 7316• 13A• wu a ACTUAL PRESSURE REQUIREMENT FOR THE 2Andras Q 4.75•Min.C.C./SlsndmdaOefet Gip(Fi0.1): 3901be 390 Ya 450lee 890 Be 1644 be 270 bs 35410& 74015 374 lbe 664108 946lbc 341 Me 442 lbs 560 bs OPENING,WHEN IT IS LOWER THAN THE MULLION 4Anolwm�7.15•MN.C.C.ISI.edrd(a0r1WQCYp(Fp.2): 480lbs 700 be WA NM NIA WA WA WA WAXWA WA 602 b& Sa5 lbe 11201be CAPACITY(FROM THE TABLE)OF THE SELECTED ♦A.dare 3'MNL O.C./(2)2x5 A.pN Glpt/(Ftp.3} leo la 7B0 bs BBO bt 1580Ibs 1Se61bs 540 bs NM 760 w 748Im 189216s 68x ba 885 th 117.0 bs MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Arwlw•®0.51'MNO.CIUL1ip, WA WA WA NIA WA WA NIA WA WA WA WA 050 Bx CAPACITY WHICH MAY BE USED TO QUALIFY t Anchor/FLBp(FI9.5): 195 Pon 195 bs 225 be M5 bs 8221be 135 be . 17715& 370 fee 1071. 473lbs 170 Its 2211 W 2801bs ADDITIONAL ANCHOR OPTIONS FROM THE 2AahasQ 1.15'Mln.O.CI F47p(F19.6k x40 les 350 Me WA NIA NIA WA e NM WA WA WA 341 bs 44215& 5B0be ANCHOR CAPACITY TABLEODU.ArC,rREVISED IS, the Morlda .«)��i4a FIGURE 1: FIGURE 2: TABLE NOTES: 1250' D • • • . • • 1)SEE SHEET t FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION Aielnl elle P/odurt�Co�i-itrol� ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 111111// •21 MNEAIT§TEjPCfAT,OR JETIJEE1 MULP&NGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. `�0 014 LYNN FIGURE 3: •4 MULLIW:kNQ MItLIaN CtIPC"Wt?AFE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.25 �,r- ANGLE SHEETS 21423.YOLiS TO BGDRD-LED IN THF•FIELD FOLLOWING DIMENSIONAL RESTRICTIONS F,9BEIU EDT •SHOW1fA71SHEL�s21-231FIGLIRESeSH"SUGGESTED,APPROXIMATE HOLE LOCATIONS. 140.58705 •. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND = - FIGURE 4: FIGURE 5: FIGURE 8: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM G•80.WOOD SHALL .100" -;13 • BF"Q6SURE-TV4TE@"LOW SOIQHERN VINE WITH AN SG OF 0.55.ALUMINUM SHALL BE O S{ATE • 0 06063W5ANDBIbAMINIMUM OF.100bTHICK.6T£iL STUDS TO BEA MINIMUM GRADE 33AND ^���(''•,F(ORtOP.•'�\�� .045'RHICK(184MUGE).9FRUCTUR1kL STEED T06E AT LEAST.125'THICK AND A36.ALL i LS. 1 1.26-X 3.26'X.100* i ••ANC RS RJT M AL S��L�TENCRf LL•AS?3 SCREW THREADS BEYOND THE MATERIAL. ��SAO jy/�L. •• #10 2 ANCI i INT 'WOOD MAY jRCSTEF�,*18b S.S.OR 410 S.S. MULLION A,LYNN MILL` tt,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 10A ® L°f2nt��y Mullion Capacity Table(Ibaf111) Opening Width(forvediod"palWng mllbns)or Opening Height(forhodzorta"penNtlg m illow) ^� Sol. 601n 70 in 801. 801. 100 in 120 in 1101. 1601. • 0 d R.et.np„Nr TnpTdp.� R.c1.npA.1 Tr.p/rd.n9. Rad..9Wo TnpTA.n9. Rnct.Olw T. snp. Rett ngA.r T,pRA.g R1d.n0UM TnpTAen9. Rectangular Tnp7nanp. R.d.ngMI TnpriA.np. R.Ct.nQYler TnpT.hn9. G 116%3JI8 Lo Loed1.9 L..Gng Lo.enp L..dkv Lending L-ke Lose.9 LwGp Load" LONinp Lo4din9 L..dinp L.&q L.A1n9 L..Bp Leadhp Wading �yr 0 x.624 Alum.Tuba .F § £ 3 K € fii r g £� f 4... f Mullion } � �y�, F� € a� S e� a ee S a� s 'sem Y ce N m co 'a ie as fo 42 in 170.01 620 1170.0 435 170.0 711 1 170.0 418 Me ON 170.0 606 170.0 992 110.0 619 170.0 1116 170.0 521 Ilea 1240 1100 621 170.0 148B 170.0 621 170.0 Ins 170.0 621 170.0 1967 170.0 621 J W IBM 110.0 M 1170.0 624 170.0 950 1 170.8 694 170.0 992 170.0 630 170.0 1133 110-0 651 110.0 1276 170.0 677 USA 1417 170.0 680 170.D 1700 170.0 600 169.7 1979 170.0 680 148.5 1910 170.0 680 J = 50.626 in 170.0 717 170.0 667 Van 896 170.0 631 170.0 1016 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 170.0 U94 110.0 766 170.0 1793 170.0 766 1626 1871 170.0 166 133.6 1877 170.0 766 � In 64 in 170.0 797 110.0 612 170.0 966 170.6 691 170.0 1116 lite 764 170.0 1276 IWO B03 170.0 1434 170.0 637 170.0 1594 170.0 856 166.4 1769 170.0 061 134.1 1769 170.0 061 117.3 1769 170.0 e61 IJ2 p m 6010 170.0 845 174.0 701 170.0 1063 110.0 797 110.0 1240 170.0 878 170.0 1117 170.0 BU 161.1 1611 110.0 996 115.0 1511 170.0 1033 120.8 1611 170.01 1063 1 103.61 1511 170.0 1083 90.8 1511 170.6 1083 V Q J 631. 170.0 930 170.0 746 170.0 1116 170.0 060 170.0 1302 170.0 940 166.6 1370 170.0 IO1S 139.2 1310 170.0 U76 126.3 1370 164.0 1082 104.4 1370 165.9 1012 1 89.6 1370 165.3 1070 78.3 1370 165.3 1070 W 66 in 170.0 974 170.0 789 170.0 1169 170.0 903 155.6 1240 170.0 1002 136.2 1248 168.6 1013 121.1 1240 111.1 1000 108.9 1248 139.0 989 90.8 1248 13D130.1 SYS 71.8 1248 129.0 975 60.1 1248 129.0 976 Z D. $ �• 721. 167.6 W49 170.0 M 139.9 ISO 150.2 692 119.9 1019 132.1 Us 104.9 1049 119.1 SW 932 1049 109.7 048 83.9 1019 102.7 038 69.9 1049 94.3 825 69.9 1019 91.2 020 62.4 ISO 91.1 820 o 761. 142.7 941 149.1 822 118.9 941 126.8 805 1DIA 941 111.2 791 89.2 941 100.0 T7T 79.3 911 91.7 766 71.4 941 85.5 767 69.5 941 71.6 744 51.0 941 14.0 737 44.6 941 73.3 736 � 78 in 132.0 891 137.6 M Me 094 116.9 767 94.3 SM 1D2A 763 826 094 91.9 740 73.3 B94 84.1 730 66.0 694 71.3 721 65.0 091 70.7 701 17.1 891 67.0 701 41.3 894 60.1 698 Q V R 9010 85.9 671 88.7 696 71.6 671 74.9 683 01.4 871 85.7 675 617 671 60.2 666 17.1 671 62.9 658 17.0 671 /8.1 651 35.1 671 43.1 6b 70.7 6l1 39.7 531 269 671 37.9 626 to Q p N r 9610 70.8 590 729 627 69.0 690 61.4 618 60.6 690 53A 609 44.3 690 47.6 602 39.3 690 43.0 494 35.4 590 39.6 488 29.6 690 34.7 477 26.3 6% 31.6 469 22.1 SM 29.8 461 � x.Z 1091. 49.7 168 609 121 41A 466 42.8 414 35.5 466 31.1 408 31.1 466 32.9 402 276 466 29.7 396 24.9 466 27.1 391 20.7 466 23.6 782 17.8 466 21.2 375 16.5 466 19.6 370 f1) ta 1111. 45.8 Mt 461 100 38.2 101 ]9.] ]97 ]2.7 411 1..t 387 28.6 d11 30.2 382 25.1 111 272 376 22.9 441 24.0 372 19.1 441 21.6 363 16A 111 19.3 356 143 441 17.1 361 W M In 1201. ]6.3 378 36.9 311 30.2 37. 31.0 339 25.9 376 26.8 331 22.7 378 23.7 329 20.1 378 21.3 726 11.1 778 19.6 321 101 3- 16.7 311 x 1"1. 21.0 282 21.2 242 17.6 262 11.8 239 15.0 262 15.3 236 i) Q O O Q Z y0 TABLE 108 ANCHOR CAPACITY ADJUSTMENT FORMULA: $$�5 € MehorCapacity Table(tba) ANCHOR CAP.,,,,,,,,,, Su081a1e 2.7e Ntxlde 35k cox. Millon CMU FMkO GAU PT WOW metal (DP_)Xr >=ANCHORCAP._ @I6'Elco UI"SS Ek 1.76'EKO YC SS Elco 810 SI H 8123101. 812 Steil `MULLION CAP ,,,,, MehorCllpPNtem6 AmW Type 3118'Ekolletam 1/4'EkoU6ruan Unr�on S&tCEkoU4acon vl•EkoUnncon Npe08w n . Aggrea6la Screw(fG)screw(r35) screw(Ca5) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edge astame n) 1" 24/r 1' 2-Ur 3179" 1" 2.112' 1" 2-1r r 311r r 0.48- 0.64• 0.32r CAPACITY REQUIRED'CORRESPONDING TO AN Emlednent 1-14• lair tau- M4• r 1-Y4' 144' 1414' 1-vr 1.1r 1.W r 1.318" 14'0. vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 AMInn®470•Sen.O.C./SIeW ase a Oeset Clip(Flg 1) 300 n3 390 Its 46D ne 000100 1611103 270 ns 280 is 364 bs 740103 371163 664 me 946 He 341 IDs 442108 o60 Re OPENING,WHEN IT IS LOWER THAN THE MULLION 4ArchOrs®1.10"Mn O.C.lStaldald(a0Mel)CeplFtg.2y 480IDe 70D Its NIA IUA IUA IIT TW IW it/A IUA IUA IUA WA 68284 Mite 1120 SO CAPACITY(FROM THE TABLE)OF THE SELECTED 4Arx11xf§TMln.O.C.I(n2cSArgie Cops/fFlp.4 780403 780 as 68D IDs 15M is IM6105 540 ns 58pa8 NA 76010e 746 ns SW lbs 1692108 682 ns MIts 1127183 MULLION.IT WILL YIELD A MINIMUM ANCHOR 3Amhm a 0.545 Min.O.C.I UCOp,Bno.100'Ahnn.(Fg.1) NIA WA I4/A IUA HA INA IUA IUA IUA 141A IUA IUA NIA IUA 95004 CAPACITY WHICH MAY BE USED TO QUALIFY IArctofl FC6p(RU 5) 193 ns 1958. 225 ns MS ns e22 n1 155110 14D de Inns 370lb3 181103 332 ga ns 9s noIDS n1k5 29010c ADDITIONAL ANCHOR OPTIONS FROM THE RODUCF RflVISNA 2 Anchm @ 1.16•Min O.G FC6 g 2nD 873 350 as WA IUA NA INA 100103 IUA WA NA IUA WA 9111os 112103 660 Ra ANCHOR CAPACITY TABLE. uOdtOgyp dwith the Fluid, �IL ii-reo NoQFIGURE 1: FIGURE 2: TABLE NOTES: t2W pato _ _1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES ANO SHEET 25 FOR INFORMATION ede Product Contrn ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. •• \\111111/ •M CINEM f TEaPOjAT6QA jET2EEj%!LtNGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` ���UNV LYNN FIGURE 3'. • • • ANGLE y MULLIQ:M&Q-1.a1.C:IP WN 4FE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3.250* P \,\GENSF FP CLIP MUST SHEETS 21423.MOUS 10 BO DP4LLFO IN THF•FIELD FOLLOWING DIMENSIONAL RESTRICTIONS BE USED •SHOWR eNSHEL•f1)21-23t FIGUItES16HlV•SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705 IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND FIGURE 4: FIGURE 5'. FIGURES: GROUT-FILLED CONCRETEBLOCKUNIT(CMU)SHALL CONFORM TO ASTM G80.WOOD SHALL •• I �� S.' • BBIRROBSURE-TVATED Vrd LOW SOIOHERN VINE WITH AN SG OF 0.65.ALUMINUM SHALL BE4� Q••. STATE OF �4Q • ; •608385 AND BSA MINIMUMOF.100•THCK.GTE46L STUDS TO BEA MINIMUM GRADE 33 AND %��'••.F40R1DP•.•'•G\\ .o45*rHICK(18teRUGE).WRUCTURAL STEEPT(%BE AT LEAST.125'THICK AND A36.ALL �� ONAL • ••AN QQRSRJT Myd�AL S L ACTENA LG4S}3 SCREW THREADS BEYOND THE MATERIAL. 126'X 3.26-X.824' ",'9� •. •• #10 .072 ANCF tS INT OD MI,YPSTEF�.�'18.8 S.S.OR 410 S.S. MULLION A./LYNN I'M)IILL�,P.E. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • IS • • •• •• • • • •• •• ••• • • • ••• • • TABLE1IA Mullion Capacity Toble Qbelll') • Opening Width Qorvedicely-spanning mullions)or0pening Heigh! (forholizodaly9pennng mtgiofLs) G!�r' 601. 601. 701, 801n 90 in 100 N ' 120 M 140 in 160 Np 126X394 Ra<la^gli * ubr T'.PMW%' Racta e• Trapafi..q. R..dtt olar Tnp?dr•. Raobtpubr inpTdnlp. Red..*A., TopRdano. Raclanpuhr TnpTaso. Rectargular TnpRtla ng. RaclMgular Trap?dang. RattanglAM TrapTiw•. q g Laa6iin0 InadMO Ladaa L..&ng Loading Loading L.-d" Loading Lading L.-ft I.WNB Loading Loaft Loading I- Lo.dnp Loading oye F � X.024 Alum.Tuba E 58,- .� .F 2 �.. � 3., [99.2 'L., '.. 5,. .F F �., �,. ,. .F LL Mullion IUB o sg a € E� � E it �� 4 � € �� Ida ae seg a§ a+s s� a E�. a u v u u u u u u u u u u u v< u o' ue u u u v u u u € saga F= ,& �IYFaa �a ' aa � �as gam � € $a 1n � 'mW g L 6 11] , 'e E a, b E iT A tae �a � �a IA �ao "`�421n 170.0 620 170.0 435 110.0 744 1700 478 170.0 364 170.0 606 170.0 110.0 619 170.0 1116 170.0 621 170.0 1240 170.0. 621 170E 1486 170.0 621 170.0 1736 170.0 621 170.0 1983 INA 521481. 170.0 708 170.8 624 170.0 850 170.0 SN 170.0 992 170.0 630 170.0 170.0 661 170.0 1276 170.0 677 170.0 1417 160.626 n 170.0 747 170.0 663 1700 696 170.0 631 170.0 1016 170.0 684 178.0 VGA 723 170.0 1345 170.0 747 170.0 1494 170.0 766 170.0 1790 170.0 766 170.0 2092 110.0 766 170.0 2391 170.0 766 5664 110.0 797 170.0 612 170.0 %6 170.0 691 170.0 11111 170.0 764 170.0 1276 170.0 603 170.0 1434 170.0 837 170.0 1994 170.0 $So 170.8 1913 170.0 861 110.0 2231 170.0 061 W8.2 2403 170.0 861 m p 60 in Infill 885 170.0 701 170.0 1063 170.0 797 170.0 1240 170.0 ITIS 170.0 1411 170.0 814 170.0 1694 170.0 9% 170.0 1771 110.8, 1033 110.0 2126 170.0 1063 148.3 2163 Me 1063 129.8 2163 170.0 1063 F � (M0 J {{ 63n 170.0 930 170.0 745 170.0 1116 170.0 860 170.0 1302 170.0 940 170.0 1498 170.0 1015 170.0 1673 170.0 1076 170.0 1%9 170.0 1122 166.9 2060 110.0 1169 134.6 2060 170.0 1171 117-7 206D 170.0 1111 W Tj 661n 170.0 971 170.0 799 110.0 1169 170.0 903 170.0 1764 170.0 1002 170.0 1658 170.8 1086 170.0 1763 170.0 1166 170.0 19U 170.0 1210 143.0 1966 170.0 1276 1226 1988 MA 1286 107.2 1966 110.0 1286 Z 05 1 m • 72 In 170.0 1061 170.0 178 170.0 1276 IWO 1009 170.0 1469 170.0 1126 170.0 1700 170.0 1228 164.1 1734 170.0 1316 138.7 1734 169.8 1306 116.6 R3/ 166.8 1364 99.1 1734 160.4 1352 267 1734 1502 182 � J$ 3 761. 170.0 1122 170.0 937 170.0 1346 170.0 1080 163.6 1666 170.0 1209 141.4 1666 165.2 1265 131.1 1S56 151.6 1266 1179 1656 1413 1261 99.3 1566 126.3 1229 64.2 1656 122.3 1219 73.7 1556 121.2 1216 J Z g781. 1700 1151 170.0 %7 170.0 1381 170.0 1116 1S5.9 1477 169.3 1246 136A 1117 152.0 1224 121.2 1477 139.1 I206 109.1 1471 129.6 1191 90.9 UTI 116.9 1169 71.9 1477 110.8 1168 611.2 1477 109.3 1161 901n 147.0 1110 146.6 966 118.8 1110 123.9 960 101.6 1110 107.9 %1 ee.e 1110 90.3 930 79.9 1110 97.6 922 71.0 1110 Be.? 010 69.2 1110 71.] 091 60.7 1110 66.6 678 M.4 1110 62.1 610 ~ (0 N O 96 1, 117.0 975 120.3 972 07.6 975 101.5 366 97.8 975 80.3 M2 73.2 876 79.6 829 66.0 976 11.2 $17 69.6 975 %A 801 IBA 976 57./ 789 11.3 976 523 TTI 36.6 976 49.3 TO X, a 1081n 02.2 171 64.0 6% 68.6 771 70.7 685 69.7 771 61.3 674 61A 111 54.3 661 15.1 111 49.0 665 41.1 111 449. 611 31.3 111 38.9 671 211.8 771 36.0 621 25.7 711 32.4 812 1�3 'c, lain 76.7 730 77.3 661 63.1 730 65.0 660 64.1 730 51 640 473 730 49.9 611 42.1 730 15.0 622 37.9 730 41.1 611 31.6 730 35.6 600 27.0 730 71.9 699 23.7 730 28.6 681 CO 120 in 611.9 624 61.0 669 49.9 624 51.2 560 42.8 024 44.3 652 37.5 624 39.2 664 33.3 624 8.3 637 %.0 624 321 631 26.0 624 21.7 619 21.4 624 24.8 689 167 624 22.6 581 X Vf to 144 In 34.7 433 8.1 400 29.9 433 29.4 395 24.6 137 254 390 NJ 433 22A 385 19.3 4]7 20.0 ]81 17.3 473 181 316 („) N Q O O a � Z�O TABLE 118 � AnchorCepaeNy Table(lbs) ANCHOR CAPACITY ADJUSTMENT FORMULA: ANCHOR CAP.,,,,,.-. Substate: 2.730-Ida 3.5k C.C. Hollow CMU FEWCMU PT Moo Md01 (DPw)X( )=ANCHOR CAP.,„ 545 Elco 1/4'33 EX0&16'ElcoN111A N105ted 6412 Steel 012Sied MULLION CAP.,,�,,.,� AnchorClip Palbm■ 7YPe 3'15 fi[owrem 114'EkoUBrecm Macro SH6'Elco Uglsm 114•Ek.UOracm AgWeGsta UNKM screw(05)Scmv(OS) Scm(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge C4slNXe n) v 2-az r 2-trr 3.118' r 2-Ire' t^ 2-Ur r 3-18' 0.45 0.54' 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN 13nbMltml on) 15/4' 134' talo' 15x4' r I-v4' 1-174• 1-114' 1-V4' 1-1/4' 1-114• 1-ye• tag vales ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anclnn®1.75 LUn O.C.I SlentlaN Df O&M CIP(no.1)' 9000n 39001 451 ns 990 Its 1664 D9 270 Me 250 Oa 354 lbs Mlle 374.9 6M Xe 341 lbs 441 Xs 5600e OPENING,WHEN IT IS LOWER THAN THE MULLION 4 AM mn Ot 1.15•fAln O.C./SIMIMfd(or OMet)ClP(Rg 2) 480 lbs 70D Nes IIIA IVA NIA 14/A 38001 NM WA RIA IUA602100 885 me 1121035 CAPACITY(FROM THE TABLE)OF THE SELECTED4AnCMoO3'I4n.O.C.1(2)2t6Argle Ceps/Ing S) 780 on 7.One 6eD IDs 115005 160806 61009 560 Ca NIA 760 ue 1.1. BeOlbs 502 ns 885In 1121 to MULLION.IT WILL YIELD A MINIMUM ANCHOR 4A.ro.®0.51•Mh.O.C.f ULYp,n10.100'AMn.(Fig 4) NIA IUA NIA IVA NIA NIA IUA NM IVA INA IVA NIA IVA 126705 CAPACITY WHICH MAY BE USED TO QUALIFY I Arcrofl FCp Qtg S) 795 Ds 195 to 215 Re 4451 92206 735 m6 140 ge 17703s 3701D6 1871Ds93206s 170 be 221 Ibs 280 NS ADDITIONAL ANCHOR OPTIONS FROM THE 2Anc7as 1.151Art O.C1 FCp(Rp 6) 210 ns 350 ns IIIA IVA N/A NIA too ns N/A IVA IIIA IVA IVA 341 IDA 442 to 560 ne ANCHOR CAPACITY TABLE. PRODUCTREVISBD os 0ompyMg w th tho plaids BUUIDE Coda t25lr AceeDO.lLv FIGURE 1: FIGURE 2: TABLE NOTES: tlet0 �ZG • • 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION iwd ed0 pro uu control ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11j1111 I l 1171111 Q]eUN§M;WNT*RPILATI@N BErE@N MUt1J LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. O FIGURE 3: • • • • • • • • • �'t�•''�1•GENSF ((FSP 1�i ANG • 3)MULL]j LL N I $$ 1ARl(SRE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3. Q:' '•• >'c CLIP MUST s EETS"2-23 ESO D I[LID IN T4 FIELD FOLLOWING DIMENSIONAL RESTRICTIONS +' No.58705 0 BE USED •SNO SHEFV 21.30.FIGYRES BMW SUGGESTED,APPROXIMATE HOLE LOCATIONS. IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND ,'O•:�. GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL f� � FIGURE 4: FIGURE 5: FIGURE 6: tatTE O l(1 B PR SSURE-T T LLOW SOUTHERNd'INE WITH AN SG OF 0.55.ALUMINUM SHALL BE • • • 4' '� •'•.•FCORIOE;.•'�\.` • •6l ' TS AND F11N 1�(vT OF.10W TWCK•STFOEL STUDS TO BEA MINIMUM GRADE 33 AND • • • .045•THICK(i%QAUGE).8TRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL 1/iIONA ••ANQHORSdNTl MiTAL SHALL IXTENDIIT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. /,I I L t 1,�� • 000 •o #10:912 ANCIII.R6 INT&WOOD MAY YElt Slit 18.8 S.S.OR 410 S.S. 1.25-X 3.110 X.624• A.LYNN MILLER,P.E. MULLION FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE12A Mullion Capacity Table Iba/tta • Opening Width OW er6ce"penning millions)or Opening Height or hol(mnta*spel9ilg mullions) 9� 50 In 60 in 701. 601. 90 in login 120In 1401n 1601. 't0.' a limunprler TW 71" Rec1.npla TiWrderg Raelengaw TmiMag. FmWe er Trap/1M.9. Reclenylr TreprtderV. ft wod. TropTdxg. 17cc1an9uler Trep/iHeM Redanpt4er Teprtbeng. Redweaer TreWleeng- � O 2 X 4X.25 Loadng leading Loadn¢gg.1 Loafing Loading Ltwdrg yg�Lowing L.-d" +$fi Loadn9 Lwdnns Loadng Laadnu sLcLoadn9 lnadng Leading Cawing Loadnsg Loading R. ti U Mullion• R^ cT @^al 81 1 g^ ^p @^ 6 1^e v^ 15 ^■ 6` 9^ f^p (S 1^e all d� 1^p N e 6 8 C E C C C C E 6 G E C n 42 In 170.0 620 170.0 435 170.0 744 17MO 478 170.0 888 170.0 508 170.0 02 170.0 619 170.0 1116 170.0 621 170.0 1240 1170.0 521 170.0 1488 170.0 621 170.0 1713 170.0 621 170.0 1963 170.0 621 (D F 48 M 170.0 705 170.0 524 170.0 850 170.0 564 170.0 082 170.0 830 170.0 1133 170.0 881 170.0 1276 170.0 e77 170.0 1417 17a0 a60 170.0 1700 170.0 See 170.0 1083 170.0 600 170.0 7267 170.0 600 -j W 50.8261. 170.0 1 747 170.0 663 170.0 M6 170.0 631 170.0 1045 170.0 W4 170.0 1195 170.0 722 170.0 1345 1700 747 170.0 1404 170.0 758 170.0 1793 170.0 WA 170.0 2002 170.0 766 170.0 2391 170.0 758 2 N 541n 170.0 797 1700 612 170.0 955 170.0 691 170.0 1118 170.0 764 170.0 1276 1700 803 170.0 1434 170.0 837 170.0 1594 170.0 656 170.0 1913 110.0 MI 170.0 2231 170.0 a64 170.0 2650 170.0 681 w 0 ca 801. 170.0 8M 1700 701 170.0 1063 1700 797 170.0 1240 170.0 078 170.0 UiT 170.0 944 170.0 1594 1700 910 170.0 1771 ,1700 1033 170.0 2125 170.0 1083 170.0 2470 170.0 1083 180.8 2880 170.0 1063 /n 831n 170.0 930 1700 745 170.0 1118 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 170.0 1076 170.0 1859 170.0 1122 170.0 2211 170.0 1109 165.1 2553 170.0 1171 145,9 2553 170.0 1171 Min 170.0 974 IMA Me 170.0 1169 170.0 ON 170.0 1364 170.0 1D02 170.0 16% 170.0 1066 170.0 1753 170.0 1155 170.0 1946 170.0 1210 170.0 2338 170.0 1275 151.9 2437 170.0 1288 132.0 2437 170.0 1286 j, g 72 in 170.0 1003 1700 076 170.0 1276 170.0 1009 170.0 14W 170.0 1128 170.0 1700 170.0 1228 170.0 1913 170.0 1316 170.0 21n 170.0 1387 145.6 2164 1700 1488 124.6 2164 170.0 Iwo 109.2 2184 170.0 1530 Z �g e 781. 170.0 1122 170.0 OJi 170.0 13{6 170.0 1080 170.0 1670 170.0 1264 170.0 1794 170.0 1322 165.1 1960 170.0 1421 146.6 1960 1700 1505 121.8 1960 181.6 1618 105.1 1980 151.0 1635 92.8 1980 162.7 1631 j W 701. 170.0 1151 170.0 957 170.0 1361 170.0 11% 1700 1611 170.0 1250 170.0 1842 170.0 1369 162.7 1881 170.0 1474 137.4 1861 163.1 IWO 114.6 1661 147.3 1473 98.2 1061 139.8 1459 66.9 1081 137A 1454 Q s-90 In 170.0 1329 170.0 1144 149.1 1306 156.0 1219 127.8 1398 138.0 1196 111.8 1398 121.3 1179 90.4 1396 110.2 1162 80.6 1396 101.8 1147 74.5 1308 89.8 1122 63.0 1398 82.7 1105 55.9 1588 76.9 1096 96 in 147.4 1229 161.6 1095 122.0 1229 127.8 1079 105.3 1220 1111 1061 92. 1220 81.9 1229 89.6 1020 13.7 1279 12A 1016 61.4 1229 64.2 993 52.7 *655.9 46.1 1229 62.1 067108122 103.6 971 105.8 677 888 871 10.0 862 74.0 B71 77.2 649 84.7 601 10.01044 57.5 071 81.8 126 61.8 871 66A 816 43.1 971 49.0 746 37.0 32.4 971 40.8 711 1A NIII In 054 916 97,3 812 70.6 919 81.9 S18 88.1 919 70.9 am 59. 910 53.0 919 56.7 784 47.7 919 61.6 774 39.7 919 44.8 768 31.1 22.8 910 37.1 712 X 75.5 766 76.8 716 82.9 786 84.5 705 619 786 65.8 MS 47.2 788 41.9 786 44.4 677 37.7 786 40.5 080 31.5 766 31.9 463 27.0 23.8 781 26.4 631 d' U) U) 144 in 43.7 US 442 604 36.4 618 37.0 498 31.2 616 31.9 491 27.3 618 24.1 648 28.5 47B 21.6 646 22.9 174 10.2 546 10.5 644 16.6 13.7 640 15.6 448 („) N Q O 0 TABLE 12B ANCHOR CAPACITY ADJUSTMENT FORMULA: CL r Z�0) r/) AnchorCepabity Table(lbs) ANCHOR CAP. ,t Suo61ra1H 2.7k Oorcrete 3bkOnt. Hre08 CMU FHea CMU PT Wooa Mdal (DP-)X( >= ANCHOR CAP.,,, NIC-. U{'SS Ek0&W Eko 1/4'SS Eno #f0 SIe9 912SIM 812 SIMI MULLION Archa Type 3'16'Elco 1.11mce 114'Eko URMon 3116'Elco 11"Mal 110 Ekok.11"coll AnehorCIIp Patterns umron AggrCtdor unrxm Aggrec3ata scraw(c5)screw(OA soar(O5) USE THIS FORMULA TO OBTAIN THE'ANCHOR Edge Otsterce(1ny V 2-VX r 2-1rr 3UC I• 2-ur 1• 2.147 7 3116' r 0.48• 064• 0.324' CAPACITY REQUIRED'CORRESPONDING TO AN Embednempny 1374' 1314' 1974' 144 Y 1-11.• 1-U4' 1-114• 1-u4' 1-111' 1-11r 7 /816• 1118' vanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Amyl Q 4.75"Min O.C./StwoaiamOmet Clip"162): 3M lbs 39D Ins 450 Ra 890 P. 16H ffi 270 bs 290 Re 364 lbs 740103 374 ffi 66410s 916 ffi 341 Ds 442 ffi 560 ffi OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Amhm 43 2be'Ml&O.O/S WaiO(a Oreet)Cbp g'ag.3y 740 bs 74D ffi 63D Ina 1485 an 1424 V. NIA 58D b IIIA 6011be NIA ago M. IUA 602 ba am ffi 1120 It. CAPACITY(FROM THE TABLE)OF THE SELECTED BArcDots461.71•MIn O.C./Sfandam(•016e1)CAp(no.ay 885101 sol 7511ffi Imes wA IIIA MR$ NIA 799lbs IIIA IgA IgA 10221ns 1327 As 16001221 MULLION.IT WILL YIELD AMWIMUM ANCHOR 4AMho s 0 7 Min.O.C./(2)AS Aryk Clips 7 g.4 780 IDs 7 64 690 bs Ism I 1 1006 ffi 0 ffi 580 00 NIA 760 lbs 748 Ds See bs 1802106 682IOS Bey ffi 1128 Ra CAPACITY WHICH MAY BE USED TO QUALIFY SArchn s 0 S'LIeL O.C./R)20 Aryb Clips/(Rg.6y 1170M 1170108 1090 bs 2110 bs 2144 ffi et 1140 ffi NIA 1140 Rs 1122ffi 1527 bs 289810s 1022164 1327 Ra 1680 ffi ADDITIONAL ANCHOR OPTIONS FROM THE 3AM"01.34•Min.O.C./UCIIp,MAW Alan.ft.7y NIA IUA NIA IgA It/A NIYA NIA WA SBD NIA IUA IUA INA IgA 64731 ANCHOR CAPACITY TABLE 6Arlcalla®0.64•LI9LO.C./UC ,Wo.12VA1Ob.(Fg.By NIA IUA N/A IUA IIIA ;:ILA IUA NM toll NIA IUA IUA IIIA IgA 21 164 02-MlCI'RBVit 2 AnChMa 266'Min O.0/FClp lFl99y 370 bs 370 NA 315 ii 743 The M2 Me II/A 280 bb NM 34B As NIA - 440M IgA 341 lbs 442160 5wlis BOBd(pg Q�pde��p�� 3Anchm 01.71•Min.O.C./FCIp(Fy.50y /13 bS 525160 370 bs 9731- NIA NIA 363 ffi NIA WD lbs NIA IUA N/A 511 bs 664 ffi 840 ft ooapLertgp 1.p S•O NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Date CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. _ FIGURE 1: FIGURE 2: FIGURE& FIGURE 4: 2.008. Wand de Pmdocl Cbr0ro1 • • • • • • TABLE NOTES: \ 111111IIIII// • • 1)SEE SHEET 1 FORR��yy$$71;j1 ONS Ot(�USIN(y THFJABIES AygSHEET 2b FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR `1'\ p1........... 1/(� //i/ • • • • • GENERAL INSTAU ATION hl@ D '� ' •.,�Q FIGURE 5: FIGURE 6: 2)LINEAR INTERPOIATION B[PWERN Ml1LltENGTHSI+AD/ORfwcNTNG WIDTHS IS ALLOWABLE. '•-r • • • • • • • • • • • !• !'"�- •26„ 4.000' = No.58705 • • • • 3)MULLION AND 7v1bNG DI ENSI NAL R7 RESTRICTIONS SHOW FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE ATEHDRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE • • LOCATIONS. �� S ATE FIGURE 7: FIGURE& FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATESICONMI[W SHALL"FORA!10 ACI 1% EC TIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT �:�' .''•.Pt0RID P,.'' \� e e e • • (FIGURES b&B) (CMU)SHALL OONINORM 10 ASTM M_92.WO SHALL BjPRiSS$RE�REATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. Svs•"""'•����` ® MUST BE USED ALUMINUM SHALLC@E BOt;VI QETOLEASI,# Oj HICK AND /A STEEL STUDSRS BEA MINIMUM GRADE 33 ANO A45'THICK 78 2'X 4'X.25'MULLION �A. N;A'9h� ` IN PAIRS. GAUGE).STRUC L FAL O Bi ATjI,FASj j2b'THICK AND A08.ALL ANCHORS WTO METAL SHALL EXTEND AT LEAST 3 SCREW A.LYNNIMILLER,P.E. •• • • THREADS BEYj)"THE t*ATERIAL.#10&#12 ANCHORS ON(PWOOS MAY BE STEEL,18-8 S.S.OR 410 S.S. Fl P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 13A Mulllon Capacity Table IbsMk A Opening Width Dor ter ica*/-sparking nn1wro)or Opsning H•Ipht(for hodmDrtaly4"ry irg mU10m) ie4i H� 501n 001n 701 801 901. 100 in 1201 1401 1801n y1 RWbngWr Tr*Tdang, R•clenpWer TreprTdang. RecI-ww Trolad•g. RK"moor Tmp/TFWO R.Wolor Tmprldarg. Recmngior Tmprfderp. R.W Wr 7rWdmg. Roe ong" Tmp/TdanO. Mcpnyk1 TrapRA.0. kgs O 2 x 8x.26 Loading Loedng Loadrrg Lwdna Loodnq Loedro Looc'm Loading L-ft Loedn9 Lmdng Loadng Loodna Letdro L-ft Looft L."m Losd.0 Alum. Tube a aha 'spa a abaa s� iaa tus f� -f� s sag s s f f L,. to NMu1!llion � ipow Y 11121 42 1 2 � m 771 1170.81 820 170.0 435 11170.0 744 170.0 ITB 170,0 90 110.0 608 170.0 992 170.0 679 1170.0 11111 170.0 621170.0 7210 170.0 521 170.0 1488 170.0 501 170.0 1735 170.0 621 170.0 196:) 170.0 621 48 In 170.0 706 170.0 $24 170.0 650 170.0 661 170.0 002 170.0 630 170.0 1133 170.0 801 170.0 1275 170.0 871 170.0 1417 170.0 880 170.0 1700 170.0 860 170.0 1965 170.0 860 170.0 2267 170.0 660 _ 50.62510 170.0 747 170.0 553 110.0 608 170.0 631 170.0 1048 170.0 664 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 758 170.0 2092 170.0 756 170.0 2391 1780 768 'm 6444 170.0 791 170.0 812 170.0 088 170.0 691 170.0 1118 170.0 764 170.0 1276 170.0 803 170.0 1434 170.0 637 IND 1594 970.0 a56 170.0 1913 170.0 861 170.0 2231 170.0 MI 170.0 2650 170.0 861 � m M ~ BON 170.0 865 170.0 701 170.0 1063 170.0 707 170.0 1240 170.0 678 170.0 1417 170.0 944 170.0 1694 170.0 996 170.0 1771 .170.0 1033 170.0 2125 170.0 1003 170.0 2470 170.0 1003 170.0 2633 170.0 1083 � (D J 6th 170.0 930 170.0 745 170.0 llf0 170.0 850 170.0 1302 170.0 040 170.0 1408 170.0 1015 170.0 1873 170.01076 170.0 Is% 170.0 1122 170.0 2231 170.0 1189 170.0 26M 170.0 1171 170.0 2975 170.0 1171 So In 170.0 974 170.0 769 170.0 1150 170.0 903 110.0 1381 170.0 1002 170.0 1658 170.0 1088 170.0 1753 170.0 1155 170.0 1916 170.0 1210 170.0 2338 170.0 1275 170.0 2727 170.0 1286 170.0 3117 170.0 1280 Z g �' 3 721 170.0 10-5311 70.0 678 170.0 1276 170.0 1000 170.0 1468 170.0 1128 170.0 1700 170.0 1226 170.0 1013 170.0 1315 170.0 2125 170.0 1387 170.0 2650 170.0 1486 170.0 2975 170.0 1520 170.0 3400 170.0 15M 761n t70.0 1122 170.0 037 170.0 1346 170.0 1080 170.0 ISM 170.0 1209 170.0 1704 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 ISM 170.0 W02 170.0 1629 170.0 3140 170M 1694 170.0 3580 170.0 1705 j EL Z M 78 in 170.0 1151r170.0 967 170.0 1381 170.0 Ilia 170.0 1811 170.0 1250 170.0 1862 170.0 1389 170.0 2072 170.0 1474 170.0 2302 170.01584 170.0 2763 170.0 1700 170.0 3223 1704 1777 170.0 3883 170.0 1706 a -J Q Z N O 901 170.0 1326 11N 170.0 16W 170.0 1328 170.0 1659 170.0 1408 170.0 2125 170.0 7553 170.0 2391 170.0 1703[170.0 7858 170.0 1918 170.0 1166 110.0 2125 1560 3413t40.21305 136.5 3119 170.0 2361 Z981 170.0 1417 1232 170.0 1700 170.0 1434 1760 19U 170.0 ion 170.0 2157 170.0 1794 170.0 2550 170.0 1952 2533 170.0 2095 160.0 3199 1704 2338 137.1 3199 120.0 3199 150.1 N281061n 170.0 1504 1409 170.0 1013 170.0 1647 170.0 2231 170.0 1870 170.0 2550 170.0 2078 184.8 2781 170.0 2271 2781 lot.$ 2333 123,0 2781 140.4 2281 IWO 2761 92.7 2781 1160 2100 LC`4111 1 170.0 1638 1454 170.0 1986 170.0 1700 170.0 2203 170.0 ISM 17770 2621 170.0 2149 151.8 2812 182.3 2245 2632 146.4 2215 113.8 2032 128,4 2160 974 2032 854 2832 106.3 2096W x 1201. 170.0 1771 1566 17D.0 2126 170.0 1650 154.4 2252 1699 1981 135.1 2152 141.4 196{ 120.1 2252 127.2 1&18 2262 119.1 1918 00.1 221•u2 9e.e 1972 772 2252 a7A 2252 61.4 1,08 X144 M 125.1 1584 128.0 1145 101.1 1584 106.1 1425 69.4 1581 013 1107 762 1564 60.7 1390 80.5 1684 72.3 1373 1584 66.7 1358 52.1 1581 50.0 1330 14.7 1564 39.1 15& 44.4 1283 Q N Z a m N TABLE 13B ANCHOR CAPACITY ADJUSTMENT FORMULA: Anchor Caoacltv Table @s ANCHOR CAP.,,,,,,,,, S01I1.W. 2.7k C-IM- 3.5k Caw. Ho60w CMU Feed CMU PT Wood Mew (DP)X( )=ANCHORCAP.,„ 5/16''o114.88 Eko 6116•Eloo 1/4•SS Eleo 010 Sled 912 SW4 812 S1sd Anchor Ctlp Palteme MULLION Anchor 7"w• 3115 Elco uuscan Ua'E1000tA9acan u0xen 8ri8•Ell.LOU- 1/1'Eko UOmeon AppraGaw Ullman AgMGela S-r 835)Semw(05) Saew(05) USE THIS FORMULA TO OBTAIN THE"ANCHOR Edq gWme(M): 1• 2.1/2• r 2-12• svr 1• 1 2-tm r 2-1rr r sur r o.48• o.u• 7732-3• CAPACITY REQUIRED"CORRESPONDING TO AN Embadmerd link 1ar4• 1.310 1-314• 1-314• r 1-w• 1-im, 1.1/4• 1.1N• 1-1/P 1-114• r I-wr tare• lanes ACTUAL PRESSURE REQUIREMENT FOR THE 2 Anchors R 4.75'Mi..O.C.I Standard or Offset Clip(Fig.162k 3001bo 390 ft450 Poe 890106 1644 IM 27060 2801bs 354 be 7409, 3741bs 664Th® 9WIbe 341 be 44216, 6600, OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anent,Q 4.86'M1.O.O l Sradrd(«Oese6Cap(Frg.3k 780!be 780 bs 0006• 1780166 32326e 540 a• We Ib. 708 ft 1480 1b. 7481bs 1272Ibs 1892lis 602106 885 Ib. 1120 bo CAPACITY(FROM THE TABLE)OF THE SELECTED 8 Anelwn 01.71•Min.O.C./SWMrd(a OboO CFO(Fig.4k 11601b. 1400 The 1010166 25951ba WA WA 9401b. WA 10656. WA WA WA 13631bs 1770 a, 2240 lbs MULLION.IT WILL YIELD A MINIMUM ANCHOR 4 Amf-Q r Mm.O.C.12)275 Anti Caps I(ft.5k 7601bs 780 6. 0806. 15601b6 1690 be 64066 56010• WA 760 be 748 be 8801bs I 18821bs 682 6. 885 IN 1120 6. j CAPACITY WHICH MAY BE USED TO QUALIFY SA.h-Q r M.0.C-/(2)2.5 Angio CBM I(Fig.ek 1560 Ls IWO be 13501b6 3120 Ib. 3702 bs 1060 b 1120 66 WA 152066 1490Ibs 17801bs37&Ibs 1363The 1770 a, 2240 roe ADDITIONAL ANCHOR OPTIONS FROM THE 12 Amheo Q 1.6•Min.O.C.I(2)2x5 Anent Clips I fig.7k 1880 lis 2100 Ins 1440 6. 3780The WA WA 13201D• WA 1500166 WA WA WA 20451bs 2551 M 336010. ANCHOR CAPACITY TABLE. ODUCTIUMSBD co wkh dt0 Fkdd9 4 Anchor,o 1.34•Met.O.C.I11gIp,kdo.12V Alum.(Fig.8): WA WA WA WA WA wA wA WA WA WA WA WA WA WA 1430lha iva 8 Anotias®OAP nth O.C./UC14.k0o.125'Akm.(Fl0.9): WA WA WA WA WA WA WA WA WA WA WA WA WA WA 2881 bD I--2.000'--i Ui1d106 2 Ah-Q Car Min.O.CJ FC6p(Fig.10k 390 b. 390106 450 b. 890144 1515 Po. 27066 280 IM 351 b 740144 374116 636106 941 Ds W2lbs 1421bs 55068 1wep0ariea H0 4Amh-GI.71-Mb.O.CJF•C8p(Fb•11k SOO bs 700 IM 50568 12081b. WA WA 470 IN WA 631 b6 WA .NM WA 862106 66516. 1120 bs 200 NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. TABLE NOTES: `.tfam-1�1e PrOduu 6. FIGURE 1: FIGURE 2: FIGURE 9: FIGURE 4: FIGURE 8: FIGURE 9:FIGURE tb. FIGURE 11: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON • • • • • • • • Fe-T-1• •L�LDIN%SEE$HEJTS 24&OR GENERAL INSTALLATION METHODS.Or �� ��( ,.,• /(� lig • • • tl),INMR r1TEMPOI ATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE • • • •• • • • e • •^"��•.•�w•.y,� �• 8.000• • • • • • •. • • • *A% 713. H�LES TO BE DLLEDIIN THE FIELD FOLS SHOWN ARE LOWING DIMENSIONAL EXACTT TO SCALE.FOR STRICT ONS SHOWN ONSIONS,SEE _` T�: //No.50705 = 11 FIGURE 5: FIGURE 6: FIGURE 7: SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 6i. �S• U.I ANGLE q [0 • • • • • • • • CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED SA SATE"F • (FLGI-ViSC emc"L•BLOCK URIj(C1�QL� HALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED �:�,t� F(OR\OP•'•G • • • • • • • 06-7)e •yELLO O ITHER�PIAE V�Tt N SG OF 0.65.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125•MUST • • • • • • • •• US • K S EL ST 9 8 IMUM GRADE 33 AND.045•THICK(18 GAUGE).STRUCTURAL STEEL TO , /SOON •PA8t99• •BFjAT LE %T.126•THICK AND A46.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X 8•X.25' ••• • yiREADa BEYOND910BMATERIAL.7110&#12 ANCHORS INTO WOOD MAYBE STEEL,18-8 S.S.OR 410 S.S. MULLION A.LYNN juIILLER,P.E. FL P.E.1158705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • t • •• •• ••• • • • ••• • • TABLE 14A Mullion Capacity Table Ibsif?) Opening Width(for uerocaly-spervingmullions)orOpeningHeight(forhod ly-9peMngmlllons) 501n 6011 701n BON 901n 100k 1201. 1 1401. 1601n p Rwl&Wler Tmp/7daro. Redwadar TmprDlang. RedanpuW Mp?dsro. Red••t, TrapTdaro. RedenpuW Tmp/111•p. Radarouler Tnp7aara Reolrw1w TmplTd•p. Redarodar T.9Td.ro. Red.M.I. TmyTdaro C 118"z 2.11' Loedro 10.3011. Loecire Load LoaAro Loaaro loedro LeadY• togro loadNp loaAro Lad1ro loadM9 LoadUp tmmro Loedlro Loadiro Loadlro xT b Mulls yg} p ya$ 'gp$ ■ �' fp 1g��• ■ ya• ft yp¢ ypo-f t1yy o g 6 g � � 6� C i5 Ua � e OS` CV IA 121 Do 421n 144.2 626 167.0 428 120.2 526 14&9 419 103.0 526 138.9 414 00.1 628 134.8 411 B01 525 134.1 411 721 528 !134.1 411 801 S28 134.1 411 61.6 628 134.1 411 45.1 526 134.1 411 O Hs- UJ 481n 98.6 403 10&0 333 Ke 1 403 94.7 326 89.0 403 88.4 320 80.4 403 81.4 317 53.7 403 79.1 315 4&3 403 7&6 314 40.3 403 71L8 314 34.6 1 403 76.8 W 30.2 403 78.8 314 J W 50.6261n 823 362 91.0 301 61L6 362 79.3 294 Sea 362 1 71.9 2&M 1 61.6 392 1 67.2 1 286 1 45.7 382 64.8 294 41.2 382 X636 203 34.3 302 63.6 283 26.4 382 636 203 25.7 382 816 283 rC 1n 7 541n 87.8 318 74.1 287 5&5 318 642 T2143r, 318 57.7 258 424 318 53.5 263 37.7 318 5&8 250 33.9 310 4&6 249 2&3 316 GA 248 24.2 318 4&1 248 21.2 31B 40.1 248 m M O 60 in 49.5 258 53.1 219 41.2 258 45.7 268 407 210 309 258 37.2 207 27.5 269 34.9 204 24.7 258 .334 203 208 268 32.2 201 17.7 258 322 201 1&6 256 322 201 co J671. 427 231 468 200 368 234 39.1 234 34.7 192 2&7 234 31.8 t8B 237 234 28.4 156 21.4 234 2&0 184 17.8 234 28.6 183 15.3 234 28.6 183 13.4 234 20.5 183 2 d �66 In 37.2 213 39.4 163 31.0 213 337 213 29.8 176 232 213 27.0 173 20.6 213 251 170 tae 213 237 169 15.6 213 72.2 167 13.3 213 220 188 17.8 213 71.0 166 U)721n 2&8 179 30.1 155 23.9 179 2&8 179 226 149 17.9 179 203 147 15.9 179 111.7 146 761n 243 181 25.4 140 20.3 161 21.8 137 17.4 181 10.0 135 16.2 181 17.0 133 j g of F Z 781n 225 162 23.6 133 1&8 162 1&9 131 1&1 182 17.6 128 a r H � Q N O TABLE 14B ANCHORCAPACITY ADJUSTMENT FORMULA: Anchor Capacity Table(Iba ANCHOR CAP.,,,,,,,,,, X Z o SUffiImtc 2.7K Coxate 3.6k Cox Holm CMU F•Bd CMU PT Woad Idtlal (DP-)X( >=ANCHOR CAP.,,, MULLION CAP.,.,,,,,.. 5116'Eko t/i'SS Ek6`WI6'Ek0 v4'SS Eko NtO Sietl 8123taN 91231.381 w N Anchor Cup Patterns Aetna type 3116'Eko Utmtan t/r Eko Ullt O. 9116'£koU9mcOn 1N'Eko WUacan IL uamcm Ap9re0alar UNacon A9greGalof Scm6(ra)soar(G6) scow l0'S USE THIS FORMULA TO OBTAIN THE'ANCHOR Y SC Edpoatarcepni r 2-1/2' r 21R' ave' r avr r z-tet 2' 3-VW r o.4r 0.54• 8.324' CAPACITY REQUIRED'CORRESPONDING TO ANj. rq UY EmDWllent pnY 1dP Vvr tar tO14• z 1-114• 1-v4^ +-114' 1-v4' t-tu' 1-v4• 7 1-3'8• 15'8• vales ACTUAL PRESSURE REQUIREMENT FOR THE V N Q �. 4 AMhm 3'Min.O.C./ 215Ary1e Ipig 1Y 711DIIS 78D•s 880106 15601os 1BB81o6 646m 550 Ns wA Iso me 7491bc 8801sa 1892 ea E82 Ws 885 Wa 1430 Wa OPENING,WHEN IT IS LOWER THAN THE MULLION CAPACITY(FROM THE TABLE)OF THE SELECTED . MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. h�-1 285,--1 romp,'ylhg with tbcFbr)da SEE SHEETS 2-0 FOR GENERAL INSTALLATION METHODS. 1 uddlag Oodo 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. p 0 _ 14 • FIGURE 1: , 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23. F0HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2.118• .1Lmnf�Product Gave) FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. `71 t III 1)17 777 0 ANGLE CLIP MUST BE USED IN PAIRS. q)SUBSTRATES fjiDNCtjFjE SjiAl;CONjORM9T01C1 30te•SpECIFICATIONS-HOLLOW AND GROUT-FILLED 125 •,..... • Af, CONCRETE BYOCK UNIT(4NIUpSH91LL eIONIORu1 TO A9I'M 0-90.WOOD SHALL BE PRESSURE-TREATED � ',10ENgF e YELLOW SOUPHERN PINEVYITH}IITSG10F 5.55. RAIA SHALL BE 6083-T5 AND BEA MINIMUM OF.125' •' THICK.STEEL STUDS TTOp,•&A IN U G D.0d THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 1.28'X 2.11'X.125'MULLION No.58705 ' THE MATER T gift 0 g iR12 AN �R O T MAYBE STEEL, ND AT 11"S.S.OLEAST S.SCREW THREADS BEYOND (INTEGRAL FIN MULLION) -'D • ••• •• ••• • • ;0 '• ATE F !V\ •• • • • • • • •• • • ''''1/11111++`,` • •• • • •• • • • A.LYNN MILLER,P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 15A ® � Mullion Capacity Table bsAll? Opening Width(forveldcel"parring mUllons)or Opening Height(for horfaortak sparNry mtmiorls) c! 501n 601. 70 to So In 901n 10oln 1201n 1401. 190 in O Rectangularl7aprrda v I74cme'lr TI- 1 71- e-v- Reel.ng4.r TnpTbnp. R.al.We- T-"". Rs t.4d. TrepR" R�eduggar Tr4WkM Reetere0fer TraPM&rd. ReolonwW Tnp/Tdeng. 3.2W'30 Losam Loading Loading Lewrt9 here Load Lovina koeano Loading t-drV Loading Lo.*v Wang Loading 1-11.9 Loading lawn. Load g o DEO.AL BAY MULL g �- � �- � �• dg � � �- g s m Z 42 in 170.0 020 170.0 435 170.0 744 170.0 478 170.0 ave 170.0 506 170.0 992 170.0 519 170.0 1116 170.0 521 170.0 1210 170.0 621 170.0 1480 170.0 521 170.0 1736 170.0 521 140.1 1740 170.0 621 OW J LU 45 In 170.0 1 708 170.0 1 524 170.0 850 170.0 684 170.0 992 170.0 630 170.0 1111 170.0 861 170.0 1276 170.0 077 170.0 1417 1700 600 1522 1522 170.0 600 130.6 1622 170.0 SBO 111.2 1622 170.0 Sao S CO) 60.826 in 170.0 747 170.0 503 170.0 BBB 170.0 611 170.0 1048 170.0 664 170.0 1196 1740 723 170.0 1316 170.0 747 1642 1443 170.0 758 138-9 1443 170.0 768 717.3 1443 170.0 766 102.6 1443 170.0 768 54 In 170.0 797 170.0 612 170.0 956 170.0 691 170.0 1116 170.0 764 170.0 1276 170.0 601 150A 1353 170.0 837 144.3 1353 170.0 856 120.3 1353 170.0 081 101.1 1353 170.0 861 00.2 1363 170.0 eel W OF W qt 170.0 566 170.0 707 170.0 1083 170.0 797 167.0 1218 170.0 ale 748.1 1218 170.0 844 128.9 1218 150.6 978 116.0 1218 152.1 924 07.4 1218 148.1 817 83A 1218 146.1 Btl 711 1218 146.1 013 2 J J 83N 170.0 SW 170.0 746 170.0 1116 170.0 650 160.2 1160 16&8 033 13l.4 1160 163.0 914 116.8 1160 141.0 an 105.1 1160 134.2 886 87.6 1160 128.1 871 76.1 1160 128.2 570 65.7 1160 1282 670 � W � 68 k1 170.0 974 170.0 789 1524 1048 185.8 087 130A 1048 148.8 064 114.3 1048 133.1 850 101.8 1048 1214 639 91A 1018 118.6 630 76.2 1048t121 65.3 1048 108.2 618 57.1 ISO 108.2 818 Z -j m S 7244 110.8 880 147.0 784 177.4 880 1260 748 100.0 880 110.6 734 80.0 860 100.0 722 78.2 880 02.0 712 70.4 880 882 703 50.7 850 60.3 880 78.6 886 44.0 800 78A 868 > >c z To 1. 119.7 700 125.1 890 99.8 790 105.4 676 85.5 790 03.3 663 74.8 790 810 652 S&5 780 76.9 643 69.9 790 71.7 635 49.9 790 425 T90 821 Big 37.4 790 81.8 817 Q 78 in 110.8 750 1166 657 923 760 961 S44 MI 760 BSA 632 69.2 750 77.1 621 61.5 760 70.6 812 65.4 750 65.7 806 16.2 750 39.6 750 562 688 34.6 750 65.6 586 t- >- '9 Q 90 In 72.1 653 74A 500 60.1 603 622 491 51.5 563 64A 453 461 683 48.9 475 10.1 683 44A 408 361 563 40.0 402 30.0 663 26.8 683 33.3 445 226 503 SIA 442 QZWm96 In 69.4 495 81.1 443 4" 495 61A 435 424 495 44.8 427 37.1 496 39.0 421 310 495 36.1 415 29.7 495 332 409 24.8 495 21.2 495 25.6 394 166 495 25.0 390 � Lu1081n 41.7 391 42.6 353 34.8 391 35.9 318 20.8 391 31.1 442 28.1 391 27.6 337 212 391 24.9 333 20.9 301 22.0 326 117.4 3911 18.7 14.9 391 17.8 316 Y Y Lu 0 11110 38.4 370 39.2 335 320 370 33.0 330 27.5 370 26.6 325 24.0 370 25.3 320 21A 370 22.6 We 18.2 370 20.9 312 16.0 370 18.1 305 � � y j 12010 30.1 317 30.9 289 263 317 20.0 281 25.7 317 220 280 19.0 317 10.0 278 168 317 17.9 273 Q .M Q 0 Q 144 M 17A 220 17.0 203 Z o_ �0 Anchor Capacitybs TABLE 15B ANCHOR CAPACITY ADJUSTMENT FORMULA: � � Table Ubat.W 21k C-t. 3.5k Caro. HOlkrn CMU Fled CMU PT Wood Metal I (DP_11X(ANCHOR CAP.,,,,,,,,,,>=ANCHOR CAP.- Anchor Eko 1/4'SS EW a16•Eko W 89 Ek. #10 S" 012 8"N0.324* MULLION CAP.,,e,,,,, ARCIIOr Clip PettemB Anchor Type: 3116 Eko UBaoon 11/'Eko UMreeon 3/76•Eko tmk- 114•Eko LW.. Wb . Apo�eOalor Uv�wan Aeono0slor Screw(G5)Sarew(05) USE THIS FORMULA TO OBTAIN THE*ANCHOR Edpe OIs1•roe(Int r 2.Vr r 2-1m 3-98• I• 2-irr, r 2-1/r 2• 3 is, r 0.46• 0.51• CAPACITY REQUIRED•CORRESPONDING TO AN E.MdmemP.t lary 1-3/4• t-3N• 1x11• r 1-94• 1-94• 1-1/e 1-U4• 1-94• tap• r tare• tare• ACTUAL PRESSURE REQUIREMENT FOR THE 2Amhl ®5'Min.O.C./R)2[5An9kAlpe/(F40111 390 e. 3990. 450Ibe 6 0lb. 1700lb. 270lbs 200 Re 354 roe 74a ibs 374 The 720 Re 9"bs 3411•. 44x Ra OPENING,WHEN IT IS LOWER THAN THE MULLION 4 Anohon Q&V Mn O.C.1(2)2r6 Angie Clps/(F1p.211 760•a 780•s 7901bs 18/0%s 26251oa 640 ft 580104 WA 1 OW. 7481be 68011. 16921be Bet We 88510e CAPACITY(FROM THE TABLE)OF THE SELECTED B AnW1aa02.71•MO O.C./(2)2f5AngleCllpa/'Fla.311 51201bs 1120144 958144 2240144 22541.3 iA $4010. WA L0501hs WA 1320•.3 WA I0221W 77271bs MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE RODUCj'RI:VISBD ANCHOR CAPACITY TABLE. wiM-1)4ng with the F de ,.ptv,N FIGURE 1: �- TABLE NOTES: _ � 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. Mimi Pr Control FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 t I I I I l/ 3)MULLION AND MULLION CPRS SWQWN ARE NOT TOISCALI.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. '125• �� 0�•(.I:YNN M/����i,' • • • • HOLES TO BE DRILLED IN 1HE FIELD FOLLOPININS DIMENSIORAL9tESVRICTIONS SHOWN ON SHEETS 21-23. 30. 1�CENg•' F` FIGURES SHOW SUGGEST'LD4l At• EHSIE�rCAT'iO ,�'i •• 3.250 ;-;'•• No.SO%0e5 4)SUBSTRATES:CONCREyAA6gZF0%10 A01 4ECtICoTpNS.HOLLOW AND GROUT-FILLED P •'•Yr FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-8D.WOOD SHALL BE PRESSURE-TREATED • • • • YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 5083-T5 AND BE A MINIMUM OF.125• --D LL / rz- THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND-045•THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT 30•BAY •'. F(I.S [V LEAST.125•THICK AND 16.ALL At�CHORS IN QQ M T sSHALL EX END AT ST 3 SCREW THREADS BEYOND MULLION -;��'• ST T): • • THEMATERIAL.#10&417 VC4 INTOV�6M ESTEEL�I�S.Sr( 10 S.S. � '••F<ORIOP,. �\� ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. ••• • •• • ••• '•�S,S�UNn�- • •• • • •• • • • A.LYNNIM)LLil,P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • IS • •• •• • • • •• •• TABLE 16A Mullion Capsolly Table Ibelf? Rik Opening Width(for vaNcah'sparriraMU6oro)0 p•ningH9fpht(for hodwrte8yspenirgmilions) y�j7tr't� < 501n 6915 7061 BOM 00 in 100 In 1201n 110in ISO In 77a O Ract•IgAr V WTdw%;. Raclangulr T.PrrAan0- RectangAer lvwnlrg. Mclen1914r MWTAang. RsetugAr nwrrn•g. ReclanOUar TnWMan0. Reetenww Trepniaen9. RaNenpl6r TuNl6ena R-Wd lw T+M� G e: 3.26"46 Lcaale L--ftLmdng Lang L"Ang Loadnp Loading Loednp loft Loadng L.wdng Laean9 Loaft LoWng Loft Loedn9 Loed/g Loasro �.Y I G! DEG.AL BAY MULL04 IS is is - i I I! a :! I I I I !,1,, 1 § Z 4261 1740 820 170.0 435 170.0 744 170.0 478 170.0 685 170.0 Sol 170.0 092 170.0m1740 Itis 170.0 521 170.0 1240 170.0 521 110.0 1466 170.0 621 1740 1735 170.0 521 160.3 1671 170.0 521 J W 461n 170.0705 170.0 524 170.0 650 170.0 584 1740 692 170.0 030 170.0 1133 170.0 881 1740 1275 170.0 677 170.0 1117 ;170.0 BBO 183.7 1837 170.0 850 140.3 1837 170.0 SM 122.8 1637 170.0 569 � _ d f/) 60.825 in 110.0 747 170.0 503 170.0 MB 170.0 631 170.0 1048 170.0 QB4 170.0 1105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 756 147.1 1552 170.0 75a 128.1 1552 170.0 760 110.4 1552 170.0 756 w O 64 in 170.0 797 170.0 812 170.0 958 170.0 701 170.0 1118 170.0 764 170.0 1275 170.0 703 170.0 1434 170.0 707 156.2 t4S5 170.0 858 120.3 1465 170.0 701 110.8 1455 170.0 701 97A 7155 170.0 681 W O F t0 J 60 in 170.0 665 170.0 701 170.0 1003 170.0 797 170.0 1240 1740 878 157.1 1300 170.0 944 139.7 1309 170.0 00 125.7 1370 163.5 994 104.8 1370 157.7 970 T29.56" 151.7 BM 70.8 1309 157.1 982 F 03 N 170.0 930 170.0 745 17" 1110 170.0 850 182.9 1247 170.0 940 142.5 1247 164.6 983 126.7 1247 1526 085 114.0 1247 141.3 052 95.0 1247 130.2 936 7 135.7 905 71.3 1247 135.7 935 � W � zEL g 68 In 170.0 074 170.0 770 170.01169 170.0 903 148.4 1100 163.7 065 120.9 1190 147.0 945 MA IWO 138.5 926 103.0 1190 126.4 914 86.6 1100 719.6 MB 0 118.1 703 64.9 1190 116.1 693 £p 3 7261 181" 1010 168.8 827 134.7 1010 114.6 659 115.0 7010 127.2 642 101.0 1010 114.7 829 80.6 1010 105.8 617 70.6 1010 90.9 907 67.3 1010 00.6 795 0 87.8 7B0 SOS 1070 87.7 799 -EZ sa 701n 137.4 005 1436 770 1145 905 1220 775 B6.t 906 107.1 761 85.9 009 90.2 749 76.3 808 702 73a 70.7 008 70.3 729 $7.3 ON 74.7 716 71.2 710 42.0 000 70.4 700 Q i 78 In 127.1 701 132.5 754 IWO 891 1t25 738 90.5 701 06.8 725 79.4 551 86.5 713 70.6 801 81.0 703 839 S81 75.4 894 63.0 881 65.1 701 &5 875 39.7 661 63.7 572 Z Q Q p 11015 82.7 60 85A 574 869 618 721 561f24.0 846 82.B SS4 St.T 918 541 545 48.0 640 SOA 537 41.4 6/a 17A 530 34.6 819 415 519 352 511 25.0 60 36.5 507 Q ZF W 98In 642 S88 70.1 508 686 SBe 59.1 470 588 SIA 491 42.6 688 45.8 483 37.9 670 41A 476 31.1 570 361 470 244 560 33A 459 30.6 452 21.3 Egg 28.7 447 (n E 10861 47.9 449 48.9 405 39.9 449 412 370 410 35.7 393 20.0 449 31.7 387 28.6 449 28.6 382 23.0 449 281 371 20.0 449 22.7 370 17.1 440 20.4 301 15.0 440 18.9 358 111 In 44.1 426 45.0 365 386 426 37.0 370 426 32A 373 27.8 426 29.1 387 24.6 425 282 370 22.1 426 24.0 358 16.4 425 20.7 350 76.8 425 1a.a 343 d' wo (1) U) 12015 31.9 3B4 355 331 29.1 364 29.6 370 361 25.8 121 21.8 381 22.8 317 19.4 364 205 313 17.5 384 19.7 309 U Z 17 0 144 b 20.2 253 20'4 233 10.8 253 17.1 230 Q S.� a= TABLE 166 ANCHOR CAPACITY ADJUSTMENT FORMULA: 'g m Anchor Capacity Table b• ANCHOR CAP. ,.,, 'o:� su05ua1« 1 11 z.76c,de 33tCaw. Ho0awCMu F•eacMu PT Wand MeW (OP,)X( >oANCHORCAP.,,, 5118*Elea 170 SSEko 5/18'Efoo 1N'SSEko #10Srcel Al2SI J p1261ea1 MULL IONCAP.,,,,,,,.a, Anchor Clip Paltems AnclwrTypa:. 7HH'Eko Ulbaeoa iN'Eko Ultaoan 3118'Eko Ulbeeoa IN'Eko USnwoa 118*Elu -SS E1or Udeoon W SS Etor XIOS(05) #12 (GS) SannV USE THIS FORMULA TO OBTAIN THE"ANCHOR Edpa pHence I61L 1• zarz• r 2-ur 3-IM' t• 2-trz• r z•Im r 3-'76• 21 0.46• 054• 0.324' CAPACITY REQUIRED•CORRESPONDING TO AN Embedment ML I V4• 1-9/4• IV" 1.314• z• +-v4• t-w• +-tN• wN• 1-vs• 1-t N• r ta/r NIB• tinea ACTUAL PRESSURE REQUIREMENT FOR THE 2 And-Q 6•MI5.O.C./(h 245 Ary%Caps I(FID-17 390lbs 390 Bu 450 Ns 690 Aa 1700 ka 2ro fbn 2B0 Ws 351 Poe 740170 314 IN 1.1. 946 ma 341 tis IIt lm 550016a OPENING,WHEN R IS LOWER THAN THE MULLION 4 Arohon Q 3.5'H.O.C./ 2a5Anpk Clips!(F(7.2): 769 lea 790 as 790170 16ro uu 2525 roa 610170 5B0 roe WA 7120170 7481bs 880Ibs i8921bs 652 ax 985 na t120 Ns CAPACITY(FROM THE TABLE)OF THE SELECTED 6 Anehm Q 2.71•Nn,O.C.I M 2.6 An is Cies I M 3Y 71 O M '120lbs 9581ba 22481ba 225/lbs wA 8401Ds wA 105016+ WA 1320 ba wA 1022 The 1327 Ina IBM IN MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. "an"')" widt the FlotiL FIGURE 1: Bolding Ccds/r O TABLE NOTES: DOW t)SEE SHEET 1 FOR INSTRUCTIONS USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. By SEE SHEETS 2-4 FOR GENERAL INSTALAL LATION METHODS. MI Phttedt�� FIGURE 2: 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3)MULLION AND MULLION CW4 %SW"A19E NOT TOISCALP.FOR EXACV DIMENSIONS,SEE SHEETS 21-23. ��� pN�,...... •Mq • • • • HOLES TO BE DRILLED IN'RiE FIELD FQIONING DIAAEMSIORAL:ES:RICTIONS SHOWN ON SHEETS 21-23. .125"QRAY �.•'•�\CENSE•'•�F•Q FIGURES SHOW SUGGESTED APPRQXjAAT�A¢1.E COC$714;�• • � P' '•,� • • • • • • • • • A No.58705 4)SUBSTRATES:CONCREj1E48HALl•QIMFORM i0 ACb301 SVECIFICbT4ONS.HOLLOW AND GROUT-FILLED - FIGURE 3: CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 7` _ YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" • • • • THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT '• LEAST.125'THICK AND HORS I M LEX ND AT EAST 3 SCREW THREADS BEYOND � � ., STATE F� .• <f/�� N=Q ZE j A '•.,FLORIOP.•'G\�\� • • THE MATERULL.1110 6 f j1I A[C NTO Yt�OD MAY E STEEL,•18•IyS.S•OR`10 S.S. ANGLE CLIP(FIGURES 1-3)MUST BE USED IN PAIRS. •• • • • • • • •• • • !!1! 17`� • •• • • •• • • • .L �IILIER,P.E. ••• • • • ••• • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000• 1.000• _, #1 a F--1.288'�I I ffi O -j 1.000• r 1.000 r- 126• I pp d re .125' 3.125' .125• 3.180' 56 2.750' 2.750' .125 .125' .126' �U,,-, 25' 2.000' 2.000' .265" 2.118' 04 !§�M m ~ .125' U) A N W L125' ' .376. 1• 500' T f -T -T T tLU 1"X2'X.12S`MUU-IDN 1'X2'X.37SMULLI0N 1'X 2.75'X.375'MULLION 1'X 2.75•X.650'MULLION VX3.125'X.5'MULLI0N 1.25'X 3.188'X.265'MULLION 126'X 2.11'X.125'MULLION 6063-T6 ALUM. 6063•T6 ALUM. 6083-TB ALUM. 6083-T6 ALUM. 608&T8 ALUM. 8063-76 ALUM. 6063-T6 ALUM. O Q D 1n X-SECTION XSECTION XSECTION XSECTION X•SECTION XSECTION X-SECTION Ui ca (O O F- Z M co Z I TABLE A Z W g k �II II I L . D lue(In) 12,66 08L Dimension For M orM•ulll1om2n5:STANDARDCLM ANGLE CLIP X-SECTION 8083-TB ALUM. &TB ALUM. 2.000' 2.125• U CLIP 2.00p• SECTION A 8063-T6 ALUM. 125' B 5 . ' F�JZZ- Q 66 rn Zo .125XSECTION C 0Tube Mullion ZZ o 1.125 Z .740' 1"X2'X.376' WO B 2'404 Aluminum U) y 5.500' 5000• C 0.835 Tube Mullion ~ Q CUT HERE TO .375' .375' 3.125' ^{_CREATE FLLIP,SEE MIN. r •376•- Mw. D 0.480 Q.. Z MIN. DETAIL F,SHEET a$ �•8 � .338•MIN. A 1.875 �_ .. r- i I -------i A A 1 U-CLIP F----------------------- -1 B 3.000 1"X2.75"X ��'� �- ------ -------J 6o03T6ALUM. -- ----- 2X5 ANGLE CLIP C 0.757 .375 Aluminum TOPVIEW 6063-T6ALUM. D 1.118 Tube Mullion TOPVIEW STANDARD CLIP CENTER OF ANCHOR HOLE MUST HE WITHIN THE E .450 Min. 6063.76 ALUM. DASHED BOUNDARY.SEE SHEETS 5.17 FOR THE A 1.312 1'X2.76'X CENTER OF ANCHOR HOLE MUST LIE TOPVIEW CENTER OF ANCHOR ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR WITHIN THE DASHED BOUNDARY.SEE HOLE MUST LIE HOLE DIAMETER:ANCHOR DIAMETER-1110'. B 3.000 .650" SHEETS 6-17 FOR THE ANCHOR O.C. WITHIN THE DASHED DISTANCE.MAXIMUM ANCHOR HOLE BOUNDARY.SEE C 0.476 Aluminum DIAMETER:ANCHOR DIAMETER 11166. SHEETS 5-17 FOR THE D 0.836 Tube Mullion ANCHOR 0.C. TABLE RODU{TRBVISHO DISTANCE.MAXIMUM POT Pert# A 2'0� wr*yh*.KIj the Pb+ide ANCHOR HOLE 1"X3.125'X Mull 8 2.837 u8aingQde _ 5.500 375' DIAMETER:ANCHOR Mullion Std.Clip Offset Clip ll Cllp Angle Cllp 500'Alum No, .375' --� MIN. DIAMETER*1/18•. C 0'� Tube Mull + ete MIN. 1'X2"X.125"(5) 66605 666113M 6661118M 668243M 888511M D 1.137 -------------------- 1'X2"X.375'(6) 886006 666114M 8661119M 666244M 666512M A 2625 laml 6deP ductComrol 1"X 2.75'X.375- 66607 666115M 6661120M 666245M 666513M B 3.262 1.25'X Alum (� X.285•Alum 11 I •• • • 1%X2W5'X!650 • 8�0l8 666116M 6661121M 886246M 666514M C 0.862 Tube Mull ��� I LYNN 1 I I 8 • D 1.762 `� . ..41/14 --- -- D I • •1'X41.425%X.9D0' • 98837M 6661116M W61114M 666242M SM515M NIP''�cENSE''•.F9 • 1.26'X2.11' • 1.256X311881 X.065•(12P 8884MM 8881117M 666/113M 686241M W6616M A 1.813 .121'Alum x •• • =j`' No.58705 ------ 1.26'X2.11-X.126'(18) 69370 WA N/A WA 888517M Tube Mull - C OFFSET CLIP NOTES: l Z`I S;•11U 6083.78 ALUM. ST TE OF 1 4tj TOPMEW 1)HOLEFbTS@E IFF ED IN TWE}FTELD•F.LOWINQSIfJENSI&#L RESTRICTIONS GIVEN ON THIS SHEET. "�'�'•'•. ........FG\�� .740' • • •• • • • • FS 2)SEE SHS S2#FOR6l1GGE8iTE0,APPROKIMAIE NOLt LOCATIONS&ANCHOR O.C.DISTANCE. "i�S'/ANAL • •• • • •• • • • A.LYNN MIIZEK,P.E. 3)SEE SAftf 2-4 ROR GENERAL INSTALATION M MDS.• FL P.E.#56705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000• j 1.000• r- 1.062• � .063• .385 740• p „ .062" .125' .062' I ci a d .438' 4.000" .125•STANDARD CLIP 2.125" ZXS ANGLE CLIP b� J 4.000' 4.000' 2.0�' 6063.16 ALUM. I 2.000' 2.825' UCLIP a 125• XSECTION 8083-TB ALUM. I 8083-TB ALUM. X-SECTION .125" 04 .125' .125' .125• XSECTION N 6, 111 031' Z `'N fn ,25 o w CENTER OF ANCHOR HOLE MUST LIE WITHIN THE •Jj W .125 165"� DASHED BOUNDARY.SEE SHEETS 5-20 FOR THE _ .375 .375" ANCHOR O.C.DISTANCE.MAXIMUM ANCHOR to HOLE DIAMETER:ANCHOR DIAMETER 1/16'. UJ o O 1'X4'X-125' 1 X4'X.375 1'X4'X.375' MULLION MULLION 'r-MULLION 5.500' CUTHERETO 5'000' 375' F Q t J 8083.78 ALUM. 8083-TB ALUM. 8083-T8 ALUM. .376' 3.125' �j_ pTE F-CLR,SEE -375' Mme• g U X-SECTION X-SECTION X-SECTION MIN. DETAIL F,SHEET4 Z W} 1.250' .375• g I -----_ CENTER OF r_________ ___________� 375• 2 ' I I I I ANCHOR HOLE I j MIN. 5 1250' 1.260' I I I 1 I MUST LIE WITHIN I I J d I I I I I THE DASHED I Q J BOUNDARY.SEE j j ~~Z L) Q OI O 1 I I I I F SHEETS 5-20 FOR _I Q 0 Z N 2.875' THE ANCHOR O.C. F -_- Q ij °D dj ..CDg I I I F DISTANCE. g 3.94' I I I i I MAXIMULU 0 M I I N Z 3.250' 3 i i I ANCHOR HOLE ,250' i Y Y I I I I DIAMETER: I I F J > I I L J ANCHOR ---------------------J U Q > .100' .100' .100' DIAMETER 111 (L Z U W _ 2X5 ANGLE CLIP "O yO .100' .8;4• .824' L STANDARD CLIP UCLM 808378 ALUM. /'-"THiN1 OF ANCHOR HOLE MUST LIE 6063-T6ALUM. 6063T6 ALUM. TOPVIEW �•I .820' I-- --i .820' 1- -^i .820"1-- THE DASHED BOUNDARY.SEE TorVIEw TOPVIEw 125'X 3.25'X.100' 1.25"X 3.25"X.624" 1.25'X 3.94•X.824' SHEETS 5-20 FOR THE ANCHOR O.C. TABLE C TABLE C,CONT. MULLION MULLION MULLION DISTANCE.MAXIMUM ANCHOR HOLE Dlmenslon Value Qn) For Mulllon: Dimension Value(In) For Mullion: 6005-T6 ALUM. 6D06-T5 ALUM. 6005-75 ALUM. DIAMETER:ANCHOR DIAMETER+1118'. F 3,687 1'X4 F 1.938 1.2WX .2' X•SECTION XSECTION XSECTION 0 1.000 .12Y 0 0.500 X.824' 6.500" H 2680 Aluminum H 1.438 Aluminum 1 3.000 Tube Mullion 1 3.260 Thal Mullion 2.861' I ` .125' .371 -375' F 3.187 1'X4'X F 2.825 1.26'X3.94' Q37r- "O.' 1.877" MIN. O 0.757 .376' O 1.125 X.824I RODUCT__-� H 2430 Aluminum H 1.500 AWminumi0lux'Mrida --- �------II00 Tube&'T I 3.250 Tube MullionfTube X3.25' F 2.813 30'B MWI0.760 X.100' F 2.85 45•.125' .125' 45• 2.250' 1 I I I I 1 H 1.500 Aluminum I 3.250 Tube Mulllonede Pm ti onuol 5045'BAY MULLION 3.250' TABLE DPOT PartM30'BAY MULL608376 ALUM. .•!!_f_s, L!t _f�__� Mull Dimenalon 6063-T6 ALUXSECTION • • • • } • • ��.• VGENSF '•.'p i' XSECTION I • ♦♦ (shsei#) Mullion Sid.Clip Offset CII UClip An Clip, • •• • • G b�SET CLIP 1'X4•X.126'(10) 69364 W8111M 6661122M SM41M 888518M -,Q•. jT II r I • • • • Qp$3.TB ALUM. 1'X4'X.375'(11) 66610 W112M 601123M 666242M 66851SM NO.58705 .228' F�.981'� .226'J -981'�-I •• ••• • TOpVIEW 1'X4'X.375'"T It 1) 88853 866112M 6881123M 666242M 688519M •740' NOTES: 1.21 X3.25'X.100'(13) 20180 6881127H 6861124M 8882410M 8865115M -'11 •'. � � 1.25'X3.25'X.624•(14) 20161 W61128M 6661125M 8882411M 8885118M �C) S ATE-1 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GO/EI�ON TIiI% iEET. •• ••• • • 121 X3.94'X.824'(15) 20182 8661117M 8861128M 688241M 68857TH T FLORIO ,. P ,',•\G\� • • • •• • • • • • 30 Degree(19) 66649 WWA WA 8865110M ii�s •• \-��� 2)SEE SHEETS 5-20 FOR SUGGESTED,APPROXIMATE HOLE LOCATIONS. A �`S�QNJAL �• •• • • • • • • •• • • 45 Depee(20) 88650 WA WA L WA I 68B5111M I1 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • •• • • •• • • • A.LYNI(1 M)LL��2,P.E. 000 • • • 000 • FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE E � MuIlDlmenslon PGT Part (sheet#) Mullion Std.Clip U•Clip Angle Clip I x•125' �•j x.125' �{i---125' � � 66602 666261M 660271M 6885112M jI� d o YX8 X.25"(17) 88804 W6282M 6682T2M 6665113M STANDARD CLIP U-CUP I 2X6 ANGLE CLIP _ 6083-78 ALUM. 6063-TB ALUM. 8(83-T6 ALUM. o 2.000 XSECTION 2'125" XSECTION 2-000• XSECTION NOTES: N 1)HOLES TO BE DRILLED IN THE FIELD FOLLOWING ' •1�" I •125' •125"LN 8 m. DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. Z 2)SEE SHEETS 6-20 FOR SUGGESTED,APPROXIMATET O HOLE LOCATIONS. t.490" 1.490'-� 3)SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. CUT 3.500' -{ CREATE F-CLIP,ETO 5.000" 375' y a0 OF 2.000' .375' I_SEE DETAIL F. .375' �x .375' MIN- ZO � fn MIN. SHEET4 MIN. I- J Z r _--___--� -_ __ - T_____________________T W I I z I _ O� W a 21- 4.000r Gfi rcz 4.000" _ -I-- - - --I- 3.438' + 3.438' j--- --i O Z N o .250' 2"X MULLION I 3.438' i I a Z ap 8063-TB ALUM. j I I I ' (n Q Q XSECTION I I , .375' Z m ' L------------- J MIN. Ill O �- -- ------- -------� -- -- Y Y _j N - STANDARD CLIP 2X5 ANGLE CLIP V 2 O O U-CLIP.8083-78 ALUM. Q CENTER OF ANCHOR HOLE MUST UE 606378 ALUM. /SEDOR 2'X 4'MULLION.SHEET 16 CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM, a s:0 to .250' WITHIN THE DASHED BOUNDARY.SEE TOPAEW WITHIN THE DASHED BOUNDARY.SEE TOPVIEW a m0 s:0 TOPVIEW SHEETS 5-20 FOR THE ANCHOR O.C. SHEETS 6-20 FOR THE ANCHOR O.C. mzzlY DISTANCE.MAXIMUM ANCHOR HOLE CENTER OF ANCHOR HOLE MUST LIE DISTANCE.MAXIMUM ANCHOR HOLE DIAMETER:ANCHOR DIAMETER+1/18'. WITHIf�THE DASHED BOUNDARY.SEE DIAMETER:ANCHOR DIAMETER r 1/18'. SHEET 5-20 FOR THE ANCHOR O.C. 5.500• -DISTANCE.MAXIMUM ANCHOR HOLE f --{ CUTHERETO DIAMETER:ANCHOR DIAMETER i 1/16. 5000• 2.000" 3.500' 1 CREATE F-CLIP,^ -� .375' SEE DETAIL F, .375' .375" MIN. r-SHEET 4 MIN. MIN. 375' I I I I I I I I I i i eo0sply61y w11h the ' IIIIII' •,III••• !••••••••-••••--•••••••II'III •••• •••••••••• ••• •••••••••••••••••• --III- % N�•/6.e1/1, S0•e•' /ft�4(1 NO'1ccCt NE1N-o1An1S v11F-o/l 4. 5.438q- - ------ .250' 5.43111 2'X 6'X.26* Flmid4 LYNN MULLION -105 6083-TO No.56 XSECTION .375' MIN. O � / �s`-------- -- --- --- TAT STAN••�AL� 2X5 ANGLE CLIPLORID. 50U! C .....• -68 008378_UM. 6003-T6 ALUM. "XBM TOPVIEW MILLER '�•,.P.' EQ x.TOP • D R2ULLION,SHEET 17 TOPMEW Y A.LFL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLE 1:SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES.THE WINDOW FRAME DEPTH IS 2.1/4'.THE OPENING REQUIRES A DESIGN PRESSURE OF+60.01-60.0 PSF. NO ANCHORS IN HEAD 1)INITIALLY ASSUMING THAT A 1'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING WIDTH IS 32'+32+1"-65*.REFERENCING SHEET 25,THE COLUMN USING q�Cy RECTANGULAR LOADING MUST BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.1/4'AND WILL MEET OR EXCEED THE REQUIRED uT3 DESIGN PRESSURE OF+60.0/-60.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. �-$EE LE FROM TABLE 3A,SHEET 7,THE 1-X 2.75'X.375'MULLION(LENGTH=72',OPENING WIDTH=70'MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS 0-58.3 PSF AND WOULD yW3j ct D FENEsiRA710N NOT BE SUITABLE FOR THIS APPLICATION.ROOUCTBAPPROVAL FROM TABLE 4A,SHEET 8,THE 1'X 2.75'X.650'MULLION(LENGTH=72',OPENING WIDTH=70')HAS A DESIGN PRESSURE OF M-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 7T OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 636 LBS. N MULLIONS m LENGTH 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE.BOTH THE STANDARD CLIP WITH(4)#12 ANCHORS AND THE 2X5 Z ,N N Q ANGLE CLIPS WITH(4)#12 ANCHORS HAVE A CAPACITY OF 885 LBS.THOUGH EITHER ONE COULD BE USED.THE STANDARD CLIP IS EASIER TO INSTALL. �/ DETAILS, 3)VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION PRODUCTS,WILL W SHEETS APPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE _ _ 2J INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-60.0 PSF.THtr OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS.ALTERNATIVELY, w o 0 110 ANCHORS IN WINDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 FOR ED ~ co J 32'--------_I I- yyjpTM (60 PSF)X/ 636 LBS\=524.9 LBS (MAY BE USED TO QUALIFY#10 STEEL SCREWS FROM TABLE 4B) OPENING WIDTH \ 72.7 PSF I THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL.THE WINDOW FRAME DEPTH IS 2.318'.THE OPENING REQUIRES A m I DESIGN PRESSURE OF+50.0/55.0 PSF. Q d• F Q N o FOR THE VERTICAL MULLION: zr. 1)INITIALLY ASSUMING THAT A 1-WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 32'+72'+1'=105'AND THE OPENING WIDTH IS 36'+36'+1'=73.REFERENCING SHEET 25, Q Z THE COLUMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2.3/8'AND WILL Ip fA $o .- EXAMPLE 2:MULTIPLE MULLIONSMEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF+50.01-55.6 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SIZE AVAILABLE. (1) _J=+ S w D- FROM TABLE 3A,SHEET 7.THE 1"X 2.75'X.375'MULLION(LENGTH 108'•OPENING WIDTH=80')MEETS THE DEPTH REQUIRED,HOWEVER THE DESIGN PRESSURE IS M-15.1 PSF MULL WIDTH �Qx '��` AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U W Q O O FROM TABLE 12A,SHEET 16,THE -64.72'X 4'X.250'MULLION(LENGTH=-108'.OPENING WIDTH=80')HAS ADESIGN PRESSURE OF*/ PSF WHICH EXCEEDS THE REQUIREMENTS 0_ Z�O 4 SEE FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. SEE DETAILS. 32' FENESTRATION SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2'TO THE WIDTH OF THE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 38'+36'+2'=74',NOT 73'AS PREVIOUSLY PRODucTS 2-3 ASSUMED.VERIFY THAT THE DESIGN PRESSURE IS STILL APPUCAB�E FOR THE ADJUSTED OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCED TO MAINTAIN APPROVAL THE 73'DIMENSION(35-112'+36-112'+2'=73'. I - 2)USE TABLE 128 TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY IND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED ANI CONCRETE HEADER AND SILL ARE 8'WIDE.IF THE MULLION CLIP WIRE TO BE CENTERED WITHIN THE 8 VERU CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. MULLION` -�SEE �SEE - USING THE STANDARD CLIP WITH(8)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-1/2'CINES AN ANCHOR CAPACITY OF 1050 LBS WHICH LS GREATER,AND LENGTH DETERS DETAIL E, OPENTHEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. 8 ING SHEETS 23 SHEETS FOR THE HORIZONTAL MULLIONS: HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4"X.250"MULUON,IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS,ALTERNATIVELY,ANOTHER FORRODUCTREVISED HORL7 MULLION TYPE GOULD BE CHOSEN. mnpIyhwvrkhthc FIod04 MULuoN 72' aap j+o 1 QJ'. 1)THE MULLION LENGTH IS 38'AND THE OPENING HEIGHT IS 32'*72�+Y=108.REFERENCING SHEET 25,THE COLUMN USING TRAPEZOIDAL/TRIANGULAR LOADING MAY BE USED.FROM TABLE 12A,SHEET 16,THE 2'X 4'X.250'MULLION(@ LENGTH=42',OPENING HEIGHT=120')HAS A DESIGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE fasto /zO REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SEE DETAIB, 2)USE TABLE 12B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE.IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' 1inml tde Pro uct Coned SHEETS WIDE.IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE WCARE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE.USING THE 2X5 ANGLE CLIPS WITH 23 (4)3118'ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1'GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATER,AND THEREFORE SUITABLE,FOR THE REQUIRED \11 I I!I I ANCHOR CAPACITY Ni621/66• • • • • • •• `�. , x LYNN 4!q • • • • • • • • • 0 .•' EN -- F i 3"HOR'7 3S,HORIZ. I .—.� ,�I 4)FOR THE U-CLIF•IN THE HORICONTAL%UAIOWrO*'ERtiCAt MULLION.USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 128 FOR THE U-CLIP SHOWSTHE ANCHOR Q.,•' \-\G SF ' �IJULL LENGTH MULL LENGiNl CAPACITY IS 1074 LA yVHEN%f NC 3 AI�CHQRSiNRi�� GREATER.AND THEREFORE SUITABLE,FOR THE REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS.THE = �OPENINGWIDTH FOR VERTICAL MULL ANCHOR TYPEIS ST96 R • • • • •• No.58705 FROM THE ABOVE STEPS,OUR MULLION DESIGN PRESSURE IS: - +/-64.7 PSF FROM THE VERTICAL MULLION; -a rill S •:• / +/-170.0 PSF FROM THE 36'HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM TH`36"WS17jONTAL M4WON,%Vd CHWG TOOTHE VERTICAL MULLION(INTERSECTION). O \� THE LOWEST DESI(w!I PgESSUOE IS+/-641 PSF ANDy10ULD ARQLYj0/yL QF THE MULLIONS. '� •,SCO...... •'G,\;, • • •• • • • • VERIFY THE DESIGN PRESSURE OF T•IE PENEOTRAWON PI#ODUMOUSID KITH THIS MULLION SYSTEM.THE LOWER DESIGN PRESSURE,OF MULLIONS OR FENESTRATION `S/ONAV-�? PRODUCTS,WILL APPLHTO THEGVERALRAS*EMBLY.g9NAL DESIM PAES�RE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A.LYNN MI 111E P.E. ACCORDANCE WITFT'ITICINSTALLATION SPACIFICATTONS INTOMOECTITE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.#58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXAMPLES OF RECTANGULAR LOADING: EXAMPLES OF TRAPEZOIDAUTRVWGULAR LOADING: PW O PW I PW u �Y I LL 04 SH/DH SHIDH E7, SHIDH ; HE Q gN}m N w o$ O LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION j / / j c to SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS ; / HINGOERD 1 g m Z) 1 SGD PW LOADING OF VERTICAL MULLION co LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL MULLION Q d d' PW Q O H Z Nzz W^ O PW PW PWLLI (nO � to PW F Q lD !D SHIDH SHIDH ^ SHIDH SHlOH I U Q O O Z�o � 1 Al LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION 1 SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION 1 / / I PW PW HR 1 1 LOADING OF(2)HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL 1 MULLION 1 P HINGED I NOTES: DOOR PW PW 1 RODUCT REVISED Wv j 1)DRAWINGS ARE utldl�nSC6Mds ,I da 1 RERESENTATIONS OF TYPICAL cmpmnceNo 1 PW CONFIGURATIONS. PAW I PW CONFIGURATIONS NOT SHOWN _ appypl - MAY DE EXTRAPOLATED FROM 1 THOSE SHOWN. / •/•a • I• • CANNOT •• • 1• • 2)IF THE LOADING TYPE 1 E DETERMINED,USE ` t\O.• •.�E` S • ••1• R • PW RECTANGULAR LOADING. oGEM & PW •PW • j• • N• 3)SEE PRODUCTS'APPROVAL FOR _= :• No.55705 _ ACTUAL ANCHOR LOCATIONS. yy�_ VERTICALLOADING OF TI PANEL OF HINGED DOOR IS NOT OR ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS • ••• •I• 100 • SGD '��� TATE F y ••• i • i•if �S`S/OIV�� • •• • 1• •• VERTICAL LOADING OF HORIZONTAL A.LYNN M'ULEk,.P.E. ••• • •' • MULLION FL P.E.p 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 7Z • REF.#: w 15-17 Date: 4/7/2015 615% i ii • _.. ---__. -. .. . ... E N G C O, Inc. Contractor:Superior Window/Door Replacement Engineering Services-CA 8116 14250 SW 136 Street Bay 13 Miami,FL-33186 5595 Orange Drive Suite 201 Job: Munoz Residence Davie-Florida-33314 75 N E 98 Street Tel:(954)585-0304 Fax:(954)585-0305 Miami Shores,FL Email:Engco@AOL.com Wind Load Calculation for Components and Cladding under ASCE/SEI 7-10(chapter 30)-� Florida Building Code 2010 Mean Roof Height.(MRH) 15 Feet Low Rise: Buildings with MRH<=60'and MHR<=B Cladding Elevation 15 Feet Minimum Width:(B) Roof Slope �' Roof Slope Reduction Factor 1.00 Basic Wind Speed 175 mph Use Figure 26.5-1A or FBC 2010 Risk Category: II Exposure C —a Zg (Section 26.7) 9.5 900 Exposure C:Open terrain with scattered obstructions height less than 30ft.Open country,grasslands g Buildin Type Enclosed (Fully and Partially Enclosed-Section 26.10) s Kd-Table 26.6.1 0 85 0.85 Use of.85 with Load Combination specified in 2.3 and 2.4 Kz-Table 30.3.1 0.85 Kh -Table 30.3.1 0.85 I Kzt-Section 26.8 1.00 To be used when hill height H>—15' Welocity Pressure(qz) 56.57 Psf (Velocity Pressure(qh) 56.57 Psf - qh=0.00256. Kh. Kzt. Kd .V^2 Se - coon 30.3.2 Section 30.3.1 Tributary Area 10 ft2 GCpi(Int. Pressure) ( 0.18 -0.18 a Section 26.1.1 q GCp Ext Pressure zone 4 s+ 1.00 zone 4 -1.10 9 Figure 30.4-1 (walls) zone 5(+) 1.00 zone 5(-) -1.40 ; positive negative ; • "" "":' u Wind load Psf Psf Psfof 0 - _ _. Wind load combination factor 0.6 0.6 zone 4 40.1 -43.4 0900 • zone 5 40.1 -53.6 Zone 5 for units located less than 66"from building corners • •" End zone(a) 66 INCHES .... ...... Notation:(a)-10°k of the least dimension or 0.4 of mean roof height,whichever is smaller. ; ' ; . 0000% 0000 Also(a)must not be less than either 4%of the least dimension or 3 feet. . • • • •'+ 0000•• ENGCO INC HAS NOT VISIT THE JOB SITE '••' i • • • • • WIND LOAD BASED ON CONTRACTOR INFORMATION. • • THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE PRODUCT APPROVAL DESIGNED RATING. -- 4/7/2015 Sheet W 1/1_] PEDRO DE FIGUEIREDO, PE 52609 NOT VALID WITHOUT SEAL r . Ismael Naranjo From: Jamie Schaffer <jamie@srwindowanddoor.com> Sent: Thursday, June 04, 2015 9:38 AM To: Ismael Naranjo Subject: Re:75 NE 98 Street, Permit#WS-5-15-1183 Mr. Naranjo, the windows were installed per the NOA. No one time NOA is required which is totally ludicrous. The independent engineer's report will underscore our position when we file official complaints against you. Good luck. James Schaffer Superior Replacement Window&Door, Inc. On Thu, Jun 4, 2015 at 9:32 AM, Ismael Naranjo <Naranjolgmiamishoresvilla eg_com>wrote: As reflected on my rejection comments the windows have to be installed as per the approved notice of acceptance or you may obtain a onetime product approval for the site specific installation, however the inspections have to be perform by my department. An engineer inspection will not be accepted for this project. Thank you. From: Jamie Schaffer [mailto:jamie(o)srwindowanddoor.com] Sent: Thursday, June 04, 2015 9:13 AM To: Ismael Naranjo Subject: RE: 75 NE 98 Street, Permit # WS-5-15-1183 Mr.Naranjo: Your suggestion to debilitate the precast concrete window frames to add bucking is dangerous and unsafe. You are seriously mistaken and out of line. I am going to have a qualified & licensed engineer do an independent inspection of our installation to refute your very wrong and willful rejection of our buck inspection. You are intentionally harming a homeowner with your very mistaken and wrong failure of our buck inspection. The homeowner and my installers both said you showed up with a very bad attitude and conducted yourself unprofessionally. My installers and the homeowner both told me that you seemed to enjoy berating them and it was pretty obvious that you had decided to fail our inspection from the moment you arrived. This is clearly a personal Vendetta against me and my company for my having had the audacity to complain to the city attorney regarding your ill-conceived worker's compensation letter, which has subsequently been changed after my complaint. 1 You have been wrong before about engineering issues. At 1260 NE 98th Street in August of 2013, you unilaterally decided to disregard the building code and tried to make the Kd factor 1.0, when every window company tested their products with Kd. 85. You caused my clients at that house a tremendous amount of grief when it took us an excessively long time to obtain the permit because of you. My clients were worried sick that they had bought windows that didn't meet code, which was not the case. Eventually,the top brass at Dade County told you that you needed to use Kd .85. Do you remember? You also had problems with your employment as an inspector in Miami Lakes also, isn't that right Mr. Naranjo I hope it does not become necessary to take this to a higher level because I will take it to the highest levels including filing a complaint against you with the Florida department of professional regulation, which regulates building inspectors and officials. Your current title and office is not a platform for you to carry out petty vendettas against people you don't like. Be assured, you will be held to accountable. I will notify your office when I have an independent inspection report with two sealed copied. You would be very wise to accept the report and not continue this charade. Sincerely, James Schaffer Superior Replacement Window& Door, Inc. NE 98th 2015 8:33 AM, "Ismael Naranjo" <Naranjol(c�miamishoresvilla eg_com>wrote: Good morning Mr.Schafer, As required under section 110.3 of the 2010, Florida Building Code you were notified of the violation which must be corrected in order to comply with the requirements of the code and the product approval for the windows at 75 NE 981h St. Permit number WS-5-15-1183. I personally did the inspection for this project, based on my observation at the time of the inspection the installation of the windows was not done according to the requirements of the product approval. You have to remove the windows and pass all required inspections. If your disagree with my decision you may appeal to the Miami Dade County Board of Rules and Appeals. Due to the fact that you proceeded to installed the windows after you were notified that the installation was being performed in a manner contrary to the provisions of the code and the product approval which in my opinion is 2 dangerous and unsafe a stop work order will be issue for this property. You need to schedule a meeting at my office prior to doing any additional work. Department of Regulatory and Economic Resources Board Administration Section 11805 SW 26th Street,Room 230 Miami,Fla.33175 Tel. (786)315-2573/Fax(786)315-2570 Sincerer-, Ismael Naranjo, BO, CFM. Building Director. From: Jamie Schaffer [mailto:iamie(&srwindowanddoor.com] Sent: Wednesday, June 03, 2015 5:17 PM To: Ismael Naranjo; Javier Munoz; Luis Santos Subject: RE: 75 NE 98 Street, Permit # WS-5-15-2015 Mr. Naranjo, I was at the site several times and there is less than 1/8" shim space around the windows even less that 1/16" at many windows. The windows are very tightly installed and the precast is in excellent condition. There is not a single window with an excess of 1/4" shim space. Why don't you come back out and look again or send a different inspector. We can remove a bit of caulking and prove that there is less than 1/8" Shim space. J . Schaffer On Jun 3, 2015 4:52 PM, "Ismael Naranjo" villaize.com> wrote: 3 Mr. Schaffer, I think that you need to visit the site and see the conditions of the openings and the precast. I know the requirements of the product approvals, and yes the product approval has specifications for direct installation to concrete as long as the shim space does not exceed W however that is not the condition at the job site. Based on my inspection the windows were not installed as per the product approval.You need to comply with the comments provided. Thank you. From: Jamie Schaffer [mailto:jamie(cOsrwindowanddoor.com] Sent: Wednesday, June 03, 2015 4:21 PM To: Ismael Naranjo; Javier Munoz; Luis Santos Subject: RE: 75 NE 98 Street, Permit # WS-5-15-2015 Mr. Naranjo, I am sorry, but you are mistaken. What specifically are you claiming is not in compliance? The product approvals states installation direct to to masonry is allowed. There is no gray area here. You told my installers that you wanted them to install woodbuck, but it is not required under installation option#2 for the PGT series 740 window. Furthermore, to install woodbuck would require massive and unnecessary demolition which would debilitate the structure and harm the homeowner on multiple levels. Why would you insist on the installation of woodbuck when it is clearly not called for under installation option #2? Two respected engineers have concurred our inspection is to code and that no additional engineering is needed. My installers and I have combined more than 40 years experience, with over 1,000 houses installed in Dade County and all have passed inspection. It is is incumbent upon you to pass our buck inspection, which is in compliance and then give us a final inspection. Please let me know when you will be available to pass our buck and final inspections next week with no further baseless objections. Sincerely, James Schaffer Superior Replacement Window& Door, Inc 305 256 1411 On Jun 3, 2015 3:29 PM, "Ismael Naranjo" <NaranjoI@miamishoresvillae.com> wrote: 4 OK.Yes you are correct, I did the inspection. For your information I did look at all the conditions of the product approval,as a matter of fact I even took the time to explain to the property owner and to your employees(2)the requirements of the N.O. A. As for the installation,the conditions at the job site and the method of installation use by your installers do not match with the conditions of the product approval. You may request the inspection at any time once you have complied with the comments stipulated on the permit card, we work every day except weekends and holidays. Make sure the windows are installed as per the product approval. Thank you. Ismael Naranjo, BO, CFM. Building Director. From: Jamie Schaffer [mailto:iamie(&srwindowanddoor.com] Sent: Wednesday, June 03, 2015 12:29 PM To: Ismael Naranjo; Joanna Feliciano; Javier Munoz; Luis Santos Subject: Fwd: 75 NE 98 Street, Permit # WS-5-15-2015 Mr.Naranjo: Good afternoon. On 5-27-15, you went out to 75 NE 98 Street to do a buck inspection, which you failed. (See attached permit card photo). With all due respect, I understand if you were in a hurry that day and did not look at the PGT product approval Miami-Dade NOA 12-1218.09 page 2 of 10, installation option# 2, where it clearly states that installation direct to masonry is acceptable. 5 The existing precast concrete window frames at 75 NE 98th Street are the continuous type that fully supports the window frame, not the kind of precast window frame with the "hump" which I concur needs to be removed and bucking installed. Therefore, the conditions at the job-site are in accordance with Miami-Dade NOA 12-1218.09 page 2 of 10, installation option# 2. I also conferred with two well-respected Florida licensed engineers on the matter and both of them told me that no additional engineering is required. Once again, I understand if your initial failing the inspection was an oversight. We are all entitled to making mistakes occasionally, so no worries. We just want to move on. Please confirm you will re-inspect the job (with no re-inspection fees) at your earliest convenience. Let me know which day of the week of June 8-12 you will be available, so that we can call the inspection the day prior and so that the homeowner, the installer and myself can all be present. The homeowner(CC'd here) is anxious to get the permit closed as soon as possible, with no further delays. Please confirm,thank-you. James Schaffer Superior Replacement Window& Door, Inc. 14250 SW 136th Street- Bay# 13 Miami, FL 33186 305-256-1411 6 3 Permit NO �������•" '���. Miami Shores Village . yows/Shutters 10050 N.E.2nd Avenue NE r Repi -' Miami Shores,FL 33138-0000 �e= oma Phone: (305)795-2204 EDD <OR1DP 2812 [ Expiration: 11/22/2015 Project Address Parcel Number Applicant 75 NE 98 Street 1132060131160 Miami Shores, FL Block: Lot: JAVIER MUNOZ Owner Information Address Phone Cell LEJAVIELRMUNOZ 75 NE 98 Street (305)970-5368 Contractor(s) Phone Cell Phone Valuation: $ 11,500.00 SUPERIOR REPLACEMENT WINDOW (305)256-1411 Total Sq Feet: p Type of Work:REPLACEMENT OF 16 WINDOWS AND 1 DOO Available Inspections: No of Openings: 17 Inspection Type: Additional Info: Window Door Attachment Classification: Residential Final Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 DBPR Fee Invoice# WS-5-15-55616 $4.05 05/26/2015 Check#: 1195 $256.30 $50.00 DCA Fee $4.05 Education Surcharge $2.40 05/19/2015 Check#: 1191 $50.00 $0.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $306.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing if tion i accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above name ontractor to do the work stated. May 26, 2015 Authorized Signature:Owner / Applic trac r Agent Date Building Department Copy May 26, 2015 1 1 MIAMI- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamldaae.gov&conomv PGT Industries 1070 Technology Drive North Venice,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 and accepted by Miami-Dade County RER - Produet Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as`described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"CA--740"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing NO. MD-CA740-LM, titled "Casement Window Details — LM & SM', sheets I through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. .0090. . . 0000 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. '..• ... • LABELING: Each unit shall bear a permanent label with the manufacturer's :Situ p•er logo,city states..... model/series, and following statement: "Miami-Dade County Product Control ApD!84 d"', unless Otherwisp... 0000 :000:0 . 0 . noted herein. ••.0•0 :0 0 0•0 0000. RENEWAL of this NOA shall be considered after a renewal application has been.fladand tEiere.bas beep.;•.• no change in the applicable building code negatively affecting the performance of this product.•• ••• 0000 . TERMINATION of this NOA will occur after the expiration date or if there has 0ge-t a revision'brr change • in the materials,,Erse, and/or manufacture of the product or process.Misuse of this NO,1 as ate eadersement • of any product, for sales, advertising or any other purposes shall automatically tetmida* this 1J0AJiu• ••• 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 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.12-1218.09 MIAMI®lvrr Expiration Date: April 11,2018 Approval Date: April 11,2013 Pagel PGT Industries NOTICl; OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's g f er's die drawings and sections. & SM -CA740-LM titled Casement Window Details LM , 2. Drawing No. MD , sheets 1 through 10 of 10, dated 08/08/12,signed and sealed by Anthony Lynn Miller, 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 Y ,Forced Entry Test per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series CA740 outswin g aluminum casement window,prepared by Fenestration Testing Laboratory,Inc.Test Report No. FTM-7065,dated 10/05/12,signed and sealed by Marlin D.Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 12/07/12,prepared by manufacturer,signed and sealed b Anthony Lynnnn Miller, P.E. 2. Glazing complies with ASTM E1300-04 •••• . . .... ...... D. QUALITY ASSURANCE ' ' • 1. Miami-Dade Department of Regulatory and Economic Resources(UR) • E. MATERIAL CERTIFICATIONS .... • 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DtNemourp tV Lb.,Inw.... for their"DuPont Butacite®PVB Interlayer"dated 09/08/11;61piring 4n.12111/16'.... 2. Notice of Acceptance No. 114624.02 issued to E.I.DuPont fieligipours X*Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,4xprriAg on DI/14/17. ....% F. STATEMENTS •• 1. Statement letter of conformance, complying with FBC 2010, dated Ee mber 10, 2012,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 12-1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez,P.E. G. OTHER f 1. None. Manuel er Product Control Ex mi, r NOA No. 12- .09 Expiration Date: April 11,2018 Approval Date: April 11,2013 E-1 stir LAMINATED Lam— 7AWLAMNATW GENERAL NOTES:SERIES 740 IMPACT-RESISTANT GLASS STACK 1— GLASS STACK I` CASEMENT WINDOW DESIGN PRESSURE RATING IMPACT RATING 9N8'ANJEALED Olt .060'OUPOM SGP VARIES, RATED FOR LARGE&SMALL fre•ANNEALED DUPONT HEATSTRENOTHENED SEE SHEETS 5.9 MISSILE IMPACT RESISTANCE GLASS `BUTACITE PVB 3116•ANNEALED OR 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE �� HEATSTRENGMENED REQUIREMENTS OF THE FLORIDA BUILDING CODE,94CLUDING THE HIGH 30 1�ANNE ALSO EXTERIOR 38 GLASS VELOCITY HURRICANE ZONE(HVH4 __ __ � � a --- 1 37'WIDTH — 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS ,1 25,476•MAX.O.C.IF WIDTH IS 35 11118`GLASS BITE 11!18'GLASS BITE REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'W THE HVHZ,THE "" UNDER 33.478^(HEAD&SILL OUTBOARD UTE(CAP)MUST TEMPERED. 4`MAX. _- 3 3 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE B,SEE SHEET 2 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR !re 32 60 EVALUATIONS WERE SOUTHERN PINE,ASTM COD CONCRETE MASONRY UNITS _._—_ _ 32 AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE,SEE TABLE 3,SHEET 4. 4)ALL WOOD BUCKS LESS THAN 1.1/2•THICK ARE TO BE CONSIDERED 1X —�------ --- 17.111• GLASS TYPE 1 GLASS TYPES 2&3 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED _ \ MAX' 770•NOM. Tre' INATED DIRECTLY TO SUBSTRATE.WOW BUCKS DEPICTED AS 2X ARE 1-112'TFBCK OR A \ A SEE D.C. GLASS STACK 5115'S STACK GLASS STACK �J�_ 31167ANMMEDOR GLASS TACK GREATER.1 X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY SHEET 2 ` Lugg gTwpc - OLASSSTAac TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION \ 1 I 1m'ANNEALED GLASS IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. g"MqX, Tne'AIRSP A95'DUPONT 1N'AIRSPACE HEATSTROX"HENEO GLASS O.C. 1re'Afi1PALE00R tR)TACITE PVB 3n8'AtYEAASS .000'DUPONT SGP 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSINGGLASS OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT AS SPECIFIED ON TEMPERED GLASS Ire•ANNEALED HEAT-SrRENGTHEN NEALED ESCIass TABLE 3,SHEET 4.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF gg• / \ USE ANCHOR 38 GLASS O- NFATs THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED. ALL V1818LE PAIR AT EACH EXTERIOR --� E —�- SEALINL3/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION LIGHT E. JAMB IF SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE HEIGHT HEIGHT IS 37 11/18•GLASS BITE 37 71118'GLASS 817E INSTRUCTIONS. (DLO) / / 2VOR OVER + 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING I / IG APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED HEIGHT 31 32 80 32 31 8p TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. / GLASS TYPES 4&5 GLASS TYPES 6&7 7)DESIGN PRESSURES: / A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE. Tre•fbA1. FRAME ANALYSIS AND GLASS PER ASTM E1300. / GLASS sTACH 7118•LAAUNA7ED 8.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL GLASS STACK OR CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 3118•ANNEALED E Ur*=E=ERED _�ml RENGTHENEDOIASS 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE 3118' DUPONT SGP WINDLOADS CORRESPONDING TO THE REQUIRED DESIGNPRESSURE.THE --- 18-ANNEALED OR 33.1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 14.1/2'MAX.O.C.IF WIDTH LS LASSTRENGTIENED PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF 4"MAX. 33.478"&OVER(HEAD&SILL) EasTeANCHORS INTO WOOD.ANCHORS THAT COME IWO CONTACT WITH OTHER 1DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 30'VISIBLEBUILDING CODE FOR CORROSION RESISTANCE. OPENING(DLO) "GLASSENTE 9)REFERENCES:TEST REPORTS FTL-70811,3578,3580,3724;ELCO ULTRACON TYP.ELEVATION OFNOA;ELOO CRETEFLEX NOA;ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM ALUMINUM DESIGN MANUAL. CASEMENT WINDOW 4Pproved as tomplylog With M. Florida eIdI Cede GLASS TYPES 8&9 Date_` TABLE 1: Date '! •• ••• • • • • • •• 1111111 Revised Hy: Dote: Revis;on: P1�asl de Proclat Glass Types Sheet# • • • • • • • • ` Y LYNN,L1147i� 1 6116^lams(118 An•.090"PVB-1/8 An 6 GENERALl1•TEs.....•.....a.....•.....11•• 4LGENSF •,Fp 2 7/16"Lauri(3118 An-.090"SGP-3/16 An) B ELEVATION�.....f.....},,,,,,8,.....R....♦ • �*; * Revised By. Dote: Rev s on: 3 7/18'Lauri(3116 HS-.09W SGP-3/18 HS) 7 %tAZIN8 ELRAILS�!......._!........ • No.58705 INSTALLATION.................................2 •- Drown By: 4 718^Lauri.IG 1/8'An-7/16'Air-11W An-.080"PV8-1/8`An) 6 lr® _ Desc Pt on: ASSEMBLY TUBE DETAILS._..........3 5 7/8"Lauri.IG(118'T-7/18•Air-11W An-.090'PVB-1/8"An) B ANCHOR SPECIFICATILN4s............4 "� �= GLAZING DETAILS J ROSOWSKI 8 7/8•Lama.IG 118'An-1/4'Air-3118"An-.090"SGP-3118•An 9 3 �$/3 [�/ • ANOHOR QUANTITSE6__o..••.••.....4 STA EO <G/ 1070 TECHNOLOGY DRIVE RIM: fie' 7 7/8`Latni.IG(3/18'An-114'Alf-3/16'Hti-.090 SGP-3/16"HS) T ESIAN PRESSMES..........fIL........5.9• F6 '9lOR10p.•'' \� N. VENICE, FL 34275 8 7t8"Lami.iG /18'7-1/4'Air-3/18'An-.090"SGP-3/18•An) 9 Ass Lv ET1�tftBOM.�.._...10 44" �G. PENILE, ts29 CASEMENT WINDOW DETAILS-LM- 08/08/12 8 7/8"Lams.IG 116"T-1/4'AIT-3116^HS-.C90'SGP-3/18'HS 7 • •• • • •• • ,PCNA) �"� NOKOMIS, FL 34274 Seriea/Afodet: Sco!e- heat Droving No. Rew. A. LYNN MILLER.P.E. CERT. OF AUTH. X29296 CA-740 NTS 1 OF 10 MD-CA740-LM P.E.S 55709 ••• • • • • ••• • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - INSTALLATION INSTALLATION INSTALLATION OPTION 4 OPTION I EDGE f EDGE DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS DISTANCE — INSTALLATION ANCHORS DIRECTLY INTO METAL. INTO ZX W000. CONCRETE/CMU DIRECTLY INTO MASONRY. PERANCHOR BUCK WIDTH _-- AS REQUIRED PER EMBEDMENT REQUIREMENT - ATTACHED TO TABLE 3,SHEET 4 2 + 114'MAX 15 18 FRAME SILL 10 11 82 — TYP.ANCHOR SHIM ATTACHED TO _ TYPE _ ------ -13 y12 STEEL VENT SQL _ 89 EMBEDMENT-- .1 12 83 SELF DRILLING AND EDGE 4 8 3 80 33 SMS,SEE TABLE 6 1 DISTANCE PER ___ 3,SHEET 4. SUBSTRATE, 20 22 pg 4 SEE TABLE 3, O SHEET 4. O DADE APPROVED MULLION,ALUMINUM, 60 EDGE 38 39 STEEL FRAMING OR 8 DISTANCE _ STEEL STUD. 36.37 Q 82 82 -- 81 r ATTACHED TO VENT SIU. 36-37 ATTACHED TO I 24 VISIBLE LIGHT WIDTH{DLO) - 3 5 FRAMEJAMS L 13 EMBEDMENT 1 83 70 FOR SNUBBER REQUIREMENTS. 8 EXTERIOR EXTERIOR ATTACHED TO r SEE TABLE 4,SHEET 4. WINDOW WIDTH lu VENC JAMB L OPTIONAL ADDON 12 FLANGE @ HEAD, SILL a JAMS HORIZONTAL SECTION A-A EGRESS FORMULAS: 81 11 SEE DETAIL - - - _ WIDTH,WASH HINGE:WINDOW WIDTH-13-1/2 WINDOW JAMB At,BELOW NOTES: WIDTH,EGRESS HINGE:WINDOW WIDTH-7-1f2 HEIGHT NOTES: -- 7)WHEN INSTALLING HEIGHT.-WINDOW HEIGHT-6 10 HARD' 1)USE ONLY SUBSTRATE-APPROPRIATE / COMBINATION UNITS. VISIBLE t4 WARE ANCHORS LISTED ON TABLE 3,SHEET 4. / ADDITIONAL.INSTALLATION VISIBLE LIGHT FORMULAS: LIGHT FOLLOW EMBEDMENT AND EDGE ANCHORS MAY NEED TO BE WIDTH:WINDOW WIDTH-7 HEIGHT BUCK DISTANCE LIMITS.ANY INSTALLATION / / 10'MAX. -- INSTALLED THROUGH THE HEIGHT:WINDOW HEIGHT-7 (DLO) HEIGHT OPTION SHOWN MAY BE USED ON ANY / - WINDOW FRAMES AT 10'MAX. SIDE OF THE WINDOW. �� �t FROM EACH SIDE OF THE FRAME ATTACHED2)ALL WOOD BUCKS LESS THAN 7-1@' \ / ASSEMBLY TUBE CENTERLINE. TO FRAME THICK ARE TO BE CONSIDERED 1X !� SEE TABLE BELOW: JAMB INSTALLATIONS.1X WOOD BUCKS ARE ATTACHED TO Q FRAME JAMB Q OPTIONAL.UNIT MAY A INSTALLED 10' ide of tho Anchae Rewhoe on each DIRECTLY TO SUBSTRATE.WOOD BUCKS L-.-.a SEE DETAIL A2,BELOW Side of tta Frattw Assembly lube A DEPICTED AS 2X ARE i-1W THICK OR window Anchor Type ATTACHED TO r GREATER.1X AND 2X BUCKS(WHEN USED) LL Width A B,C&D VENT JAMB L SHALL BE DESIGNED TO PROPERLY IT•-22.q• 0 0 TRANSFER LOAD TO THE STRUCTURE. 62 WOOD BUCK DESIGN AND INSTALLATION _ _ 23' 25.0' 1 1 ZB'w 1 1 IS THE RESPONSIBILITY OF THE ENGINEER . 38 39 63 OR ARCHITECT OF RECORD.MAXIMUM `- Window Anohw TYp•_ SHIM THICKNESS TO BE 114'. LL HelNhl A B,C 6 D ---- 17 � 17'-zz•° o 0 20 15 18 DETAIL p 23'-26.8' 0 t 82 DETAIL A2 g 2g•, 1 1 Approved ee eoatplying wtt4lho Al Ftorid Bslding Code 21 Date LOAN 8 80 I I Revixd By: Date: Reviaian: 1 de Prodett •1xwACA• • • • • • •• �� LYNNi ? 119 84 •SUCKSTRIF}� • • • • • • ��� pN�........�/( //i B6' WENO�s` • • • • ••• •� �� �10ENSF •�F.Q Revised By: Dae: Revision: THLS SHEET& • • • • • • ;•* 1149&X SM• •• • • • •= No.58705 Drawn By: ---� = Fff. Description: * CROSS SECTIONS&INSTALLATION J ROSOWSKI Elf;i�ENT =71 3141 ; tu� Dote: • 1070 TECHNOLOGY DRIVE Title; cor4cRETE ' ' ••• •.• ••• 4�� FTA E CASEMENT WINDOW DETAILS-LM&SM 08/08/12 PER ANCHOR •'•.,(ORIOP,.' N. VENICE, Ft 34275 REQUIREMENT ._v • • • • ••• • • ••• • SS �G�` P.O. BOX 1529 INSTALLATION OPTION 3 • •• • • •• • • / NOKOMIS, EL 34274 seise/Model: Sco e: SAeet: 0—l"No. Rev: INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B••• • • • ••• • A.1 I�R.LER,P.E. CERT, OF AUTH. #29296 CA-740 NTS 2 OF 10 MD -CA740-LM E.N 705 1X BUCKSTRIP INTO MASONRY. P. 68 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • CASEMENT(X) CASEMENT/CASEMENT AWNING/CASEMENT/FIXED CASEMENT(XXO) +oerowdIll aoo+NlylcllimIke - Florida eldley} of� 10',SEE NOTE 7,THIS SHEET Dal` r FIGURE 1: - ' _ FIGURE 2: 7 10 SERIES��� /'/��` Inml D de Product ml T WINOAWNINO OW/'J gIf � / ..-D FRAME ._..�� ..,.f WINDOW / / / �_ASSEMBLY HEIGHT TUBE "_–""- FRAME ASSEMBLY TUBE NOTES: \ \ / 10',SEE NOTE 7, �D - THIS SHEET \ 1)DIMENSIONS SHOWN ARE -- 740 SERIES Tip-TO-TIP DIMENSIONS FOR EACH L —CASEMENT – INDIVIDUAL WINDOW.FOR SIZES NOT J WINDOW / SHOWN,ROUND UP TO THE NEXT I WINDOW / �' AVAILABLE WIDTH OR HEIGHT WIDTH74 '� DIMENSION SHOWN ON THE TABLES. N Z U SERIES FRAME SERIES E (� CASEMENT ASSEMBLYCASEMENT - FRAME (CASEMENT, AWNING OR FIX WINDOW TUB WINDOW - ASSEMBLY__�® (CASEMENT,AWNING OR Fl)6:D I / E TUBE CASEMENT)MAY BE ATTACHED TO J THE FRAME ASSEMBLY TUBE.FOR r 11I 111 ` O 740 SERIES ALL WINDOWS.USE THE WINDOWS N ri) NDA FOR ANCHORAGE,SIZE AND — W J LL FIXED WINDOW' DESIGN PRESSURE LIMITATIONS. 0 O Q Q 1771 \ 'SEE PRODUCTS NOA FOR / CALL WINDOWS IN THE R 0 m W M INSTALLATION SPECS COMBINATION UNIT MUST BE ABLE TO = D 740 SERIES / / INDIVIDUALLY COMPLY WITH THE CASEMENT EXTERIOR REQUIREMENTS OF THEIR > WINDOW �/ RESPECTIVE NOA. _J ..si Z b / BE m Z 740 SERIES 740 SERIES 4)FRAME ASSEMBLY TUBE TO FASTENED TO WINDOW,AS SHOW IN _ W AWNING CASEMENT DETAILS,WITH MIN.012 X 1'SHEET Y FOR SINGLE UNITS: WINDOW` WINDOW METAL SCREWS.USE THE SAME U) (� Z c, 1)DETERMINE YOUR WINDOW SIZE THWROUGH 1'SMS FRAME SPACINGANDFRAME MEMSNTITY R.THE AND GLASS. OPPOSITE FRAME MEMBER. O W � -~ INSTALLATION HOLES FRAME ASSEMBLY Q 2}KNOWING YOUR ANCHOR TYPE ASSEMBLY -- TUBE 8)THE FRAME ASSEMBLY TUBE MAY 0 ( () NOT EXCEED 52'IN LENGTH(AS USED g AND SUBSTRATE,DETERMINE TUBE IN A-8.4'FLANGED WINDOW)OR BE r Q F YOUR ANCHOR GROUP FROM MIN.0 12 X MIN.012 X USED IN TEE OR CROSS s LL U TABLE 3,SHEET 4. 1'SMS T SMS CONFIGURATIONS. 740 SERIES THROUGH 3)FROM SHEETS 6�,FIND THE INSTALLATION WINDOW HOL STHROUGH CASEMENT lAT10N ) m H 8 THE FRAME ASSEMBLY TUBE IS ® a n a a SHEET FOR YOUR GLASS TYPE. I HOLES FIND THE PRODUCTS DESIGN NOT REQUIRED . BE CLIPPED 70 <^ a PRESSURE FROM THE TABLE 740 SERIES FRAME 740 SERIES THE SUBSTRATE.ALL EXTERIOR LABELED'DESIGN PRESSURE CASEMENT EXTERIOR CASEMENT JOINTS TO BE SEALED BY INSTALLER. �:x 4 F ASSEMBLY 740 SERIES z w m a PS FOR SINGLE WINDOWS,ALL 4�INDOW n TUBE WINDOW FIXED 7)FOR ALL COMBINATION UNITS, .U o 0 0 ( U EXTERIOR EXTERIOR z ANCHOR GROUPS• CASEMENT ADDITIONAL INSTALLATION ANCHORS �" 4)DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-C a a MAY NEED TO BE INSTALLED ^o z a u TIP DIMENSIONS FOR SIZES NOT THROUGH THE WINDOW FRAMES AT 10'MAX.FROM EACH SIDE OF THE SHOWN,ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D•D VERTICAL SECTION E-E FRAME ASSEMBLY TUBE AVAILABLE WIDTH OR HEIGHT •• ••• • • • • • •• CENTERLINE.SEE TABLE BELOW. DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPt,SIZE AND ALA.16;.E*P,SEE IIGIES0 6 2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4, AddillerA Ambors RegAwd on"ch ���� �( LYNN} TABLES. • •• • • • • • Side of U*Frans As" Tubs(FAT) ,`�,ON,......•, 2)FROM SHEETS&0,FIND THE SHEET FOR YOUR SttE.• • • • ••• • Wim, �� '�1GENSF Q 5)USING THE TABLE LABELED •• • ••• • • • • • "WINDOW ANCHORS REQUIRED' 3)FIND THE DESIGN PRESSURE FROM THE TABLES LABELED 'IDES! PR�SSUI (PSF)WR WINDOWS ATTACHED TO A VERTK:AL FRAMEASSEMBLY7UBE' OR'DESIGN LL ' � U B,C08 D 7Y•• N0.58705 (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR N7NDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE', DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE TIP-TO-TIP. 2r'21St 0 1 _ X – NEEDED IN THE HERO,SILL AND FOR SIZES NOT SHOWN.ROUND UP TO THEr1EXT siVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. �' ' ' '• 3 tg1r3 r°i JAMBS OF YOUR WINDOW. •• •• ••• • • r WindoW ArwhorType f- ST TE OF <(/ 6)INSTALL AS PER THE 4)USING THE TABLE LABELED 9WNDOWq(VCFTORS/�QU(RED':T.ABLE 2,SHEET 4),JETLORM•NE INE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF i He U 0,COd D %�T� F<ORIOP• \. YOUR WINDOW. •• • • • • • • •• • • _ ' INSTRUCTIONS ON SHEET 2. • •• • • •• • APA 5)INSTALL AS PER THE INSTRUCTIONS 011 SHEETS!3.NOTE THAT ADDITIONAL ANQFIpQS APAGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE �S/ N., SHEET 2),AND THAT MIN,012 X P ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET} 20'+ 1 1 P.E. 66700 • • • • • • • • • • • •• •• • • • •• •• TABLE 2: TABLE 4: Window Anchors Required Jamb Snubber Locations Wlnd°wWkIthOn) gess ApprovedescompIA02wltABW undar23• 25.15110' 27-N4' 30' 35' 3r nwP rye' FDateda afd'at C Anchor Anchor Group AnchorGroup Anchor Group Anchor Group Anchor Group Anchor PVB SGP AI A B C&D A B C&D A 8 C&D A B C&O A 8 C&D A B C&D A B C&D (Types 1,4&5) (Types 2,3 6 6-9) nd D e Produet under 23' 'b� 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 e3"and None each end 830• i Head/8111 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 tr max.kom Jamb 2 2 2 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 less max O.C. ZS15/iM Hes"il 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 Jsmb 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 tr max.from each max.from 3B.yg• over 03" each end&30' each and&30' � Hea"ll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 max O.C. max O.C. 4r Jamb 4 4 4 4 8 4 4 6 4 4 6 4 4 6 4 4 6 4 6 8 4 ,J Fked/S# 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 d 8, Jamb 4 6 4 4 6 4 4 6 4 4 8 4 8 6 4 6 6 4 6 6 4 Heed/Sill 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 Jamb _ 6 8 4 6 6 4 6 8 4 6 8 4 6 8 4 6 8 4 6 6 4 1)USE THIS TABLE FOR (n Z U Flead1Sll 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 ALL WINDOWS PER THE SAMPLE CONFIGURATIONS; Jamb 6 8 8 8 8 8 8 8 B 6 8 6 6 8 8 6 8 8 6 8 8 ELEVATIONS ON SHEET 1. pQ 83' DIMENSIONS SHOWN ARE 5 g Head= 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 WINDOW TIP-TO-TIP. Jamb 6 8 6 8 8 8 8 6 6 6 10 8 8 10 6 6 10 6 8 10 8 X J HeadlSa 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 _ ' O � 2)FOR SIZES � � J LJ.. hmb 8 6 8 8 8 8 8 10 6 s 10 6 8 to 8 6 f0 6 8 10 8 SHOWN,ROUND UP TO _ Head... 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 THE NEXT AVAILABLE X\ O Q WIDTH OR HEIGHT \ u� "7a F c�• Jamb 8 6 8 8 10 8 8 10 6 8 10 8 8 10 8 DIMENSION SHOWN ON o O W Ikfad/SN 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 THE TABLE. �X O O Ui 0 X O Z O Z TABLE 3: Q Z Min. Min. Anchor W Group Anchor Substrata Edge O.C. Mo. plate EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7118'ANNEALED SGP LAMI.OLASS, x o X % x Q Embedment 1M"MASONRY ANCHORS INTO CONCRETE,+70%80 PSF DP REWIRED,NO ANCHOR PLATE 0. Distance Dklence Retprlred9 __- � 1//'steel Ulrecon Hollow Block 1' 8' 1-114" No f5- W S.Phe 518" in 1-318' No CASEMENT ANCHORS: A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. t 0'1 p Q ii u ' A 214,steel SMS(GS) 6063-75 Alum. 318" 518' 0.050 No d (n ,_= W Q or 014,410 SS SMS A36 Steel 3/8 5/8' 0450 No 8)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE DESIRED A853 Stud,Or.33 3l8" 518' .035-5 20 Go. NOAND DOES NOT REQUIRE THE ANCHOR PLATE. S.Pine 518" 1' 13/8' No F E�� F 0E z n 1" 012,steel SMS(G5) 0083 T5 Alum. 5/8' .05(r C)FROM TABLE 2,6 ANCHORS ARE REWIRED IN EACH JAMB. B or#Q,410 SS SMS A30 Steel 318" SIB' .500" No D SIMILARLY,2 ANCHORS ARE REWIRED IN THE HEAD&SILL. A 3 91utl,Or.33 310' 518' .035', Ge. No ) 2.85k Concrete 2-112" No 1/4'steel Ul scon 2.85k Concrete i' 4' 13/4" No E)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10- 10' - "�vNi 'r• Block 2-t/2' S' 1-1/4' No 4' Oe- Hollow F PER RULES ON SHEETS 2&3,INSTALL t ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY TUBE _—I o x C S.Phe 518' 1" 1318" Yes ) '—I 4' 4' z i.i co SIDE OF THE AWNING(HEAD&SILL). 4' x 0 m yy a #12,steel SMS(GS) 808375 Alum_ 318" 1/18" Yes — a Ww�?0 O or#12,410 SS SMS A36 Steel 3/8' 518' .050" yes n Y o= Z A653 Stud,Or.33 318' 8" .045-5 18 a. Yes - S.Phe SIB' P 1318' Yes FIXED CASEMENT ANCHORS(SEE SEPERATE NOA): / #14,steel SMS(G5) 8083-T5 Alum. 8' U Yes AJWM�qB4 9,NlCHOV C J D ALIOW A DP OF s7o( • .g3.1. or#14,410 SS SMS A30 Steel 518` .050" Y • • • • • 10.6' A653 Stud,Or.33 318' 518" .045',18 e. Yes B)FOR THES14MB,f R(vt T:BLC3,41CHOR TYPE C WAS THE ANCHOR AND SUBSTRATE / 13.25 `��` N`(LYNN 2.85k Concrete 1' 4" 1314' Yes • DESIRED ANDaDOWSNOT REQWRET*ANCHOR PLATE. // ••"""•• 2. Concrete 2-t/5- 4' 1318' Yes • • • • e • • • /a -- \`�'��.•'•�,\GENSF '•�F�Q % O 1/4'steel Vllracon Holow Block -t/r 5" 1-114" Y C)RAM TABLE 28,9ANCMORe ARE REQUIRED IN EACH JAMB. Filed Block 24/r 4' 1314" Yes \ = * No.58705 * '' 114"410 SS 3.35k Concrete 1' s, t3/4" No D)SIMILARLY,3 ANCHORS ARE REWIRED IN THE HEAD&SILL. – T CreleFlexBlock 2-1/r 5' 1-114` .5k Concrete 1 e54 DISTRIBUTS AWWWS FOLL00fiNG Gt#DELINES FROM ELEVATION ON SHEET 1. \ %'O 4/3 •• a 5110" steel Ultrecon Hollow Block 1-118' 5' 1�4 No • • • • • • • STATE OF :•R/�` Filled Block 2-112" 5' 13/4' as :FVDEtF�ifE XED E SEM2.ENT(IIE�D ql ANCHOR ON THE FRAME ASSEMBLY TUBE 4' -- -_-- 4" �'��.`S•.FC OR1OP.•�G�`� NOTES: ••• • • • ••• • �-- 25" E" 20'+ 20'"� ''S�nNn�-F . ' 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 48` A.LYNN NAk-MLLERP.E. 2)ANCHORS MAYBE HEXHEAD,PANHFAD OR FLATHEAD. P.Ea 58706 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• - I FOR GLASS TYPES: i TABLE 5: Approved es compl)W with Me Design Pressure(w01or Staple Windows,AN Anther Groups 1)5/16"LAMI(118 AN-.090"PVB-1/8 AN) Fbrida owls 4)7/8"LAMI.IG:(1/8"AN-7/16"AIR-1/8"AN-.090"PVB-1/8"AN) Dow `f: \ Window Width under 23' 25.15/18' 27314' 30' 33112' 35' 37' 610®1 da Proda L under 23' +701-90 +701-90 +701-90 +701-90 +70140 +701-90 +701-90 25.15115' +701-90 +70140 +70140 +701.90 +70140 +70140 +70140 tt 383!87 +701-90 +7x-90 +701-W +70/40 +701.90 +70140 +70140 WINDOW 48• ,70140 +70140 .701 +7Of4o +70/-W +70140 +101-01 HEIGHT 50-5/8• +10140 +70140 +70140 +70140 +70140 +70140 +70189.2 1 eo• +701-90 +70/40 +70r•90 +101.89.5 +701.90.8 +701-77.7 +701-74.3 J- 83' +701-.0 +70/.90 +701-.0 +7x-84.3 +701-76.6 ,701-73.7 +70/-70.1 WIND(A J WIDTH 72, +701-90 +70157.2 +701-77.7 +801.71.5 4801-62.4 +801.60.9 +/•88.3 78' +7011" *701.84.8 +701.75.7 +J-87.3 -1-58.9 +1-57.2 +!-55.8 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR } 4 U 84' +701-W +701-00.4 +701.71.3 +80/.62.1 +1-54.2 LOCATIONS AND QUANTITIES. •• I-. r N O TABLE 8: 0 J LL Design Pressure(p•)for Windows Attached to a Vedkal Frame Assembly Tube 0 Q 0 mWindowWidh LU o under 23' 25.15118' LU 27314• 30' n112" 35" 37" & 8 O a 0 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Grail W A B C D A 8 C8D 8 A,CdD B A,C80 A B_ C8D B A,CB:D 8 A,C6D Of 0 ggZ under 23" +701.90 .701-90 +701-90 +701-90 .701-90 +701-9D +701-90 +T&90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-9D +7x-90 +7&-90 +701-90 +101.90 �i 25.15/18" +701-90 +7x-90 +701-90 +701-90 +701-90 +101-90 +101.90 +7&90 +701-90 .70/-90 x70190 +7x.90 +701-90 +701.90 +701.90 +701.90 +7x•90 +701-90 Z 36318° +701-9D +701-T1.8 +Ttl•90 +701-90 +701.81 +701-90 +701.90 *70!-90 +7x•90 +701-90 +7x•90 +7&-90 +701-90 +701-90 +701- +7&•90 +701-8. +701.90 S 48" ---70-731 +/-57.3 +701-90 +701-90 +1$4.8 +701-9g +701-90 +701-90 +Ta-90 +701-87.8 +701-90 +701-90 +701-78.8 +701-90 +701-90 +701.9D +701$8.9 +701.90 50518' +159.3 ./-54.3 +70-90 •701-90 +7$1.4 +701-90 +7&•90 +701-90 •1tl90 +701.83.2 +701-go +701.90 +701.74.8 +70!-90 +701.892 +701-90 +7&54.3 +701-89.2 3 d W d 80" +1-58.5 0-45.8 +701.84.7 +701-90 +1-61.8 +101-81.2 +701-90 +701-75.9 +70130 +701-702 +70148.5 +701-80.3 +/-62.9 +701-90.5 .7x-75.2 +701-77.7 *101-71.2 +7x-74.3 0 Z � a ti 83' d-55.7 +/-438 +7x-80.7 A&59.5 +1-49.3 +7&-77.3 •7&-90 +7tl•72.3 +70190 +1-58.8 +7tl-84.3 +T&-78.5 +1599 +t0/-76.5 Na-71.8 +7&-73.7 4-87.8 Na-701 n U FRAME 10"MA)L ASSEMBLY 7 I TUBE TABLE 7. Design Pressure(poo Por W9gows Attached to a Horizontal Frame Assembly TubeN WNOOW Window Width HEIGHT x �• WINDOW ASSEMBLY El FRAME under 2Y 25.15118' 27314' 90' 33"172' 35' HEIGHT 2i715(16- Anchor Anchor Anchor Anchor TUBE WNJOOVy I ADDITIONAL w z Po 0 Anchor Grout' Anchor Group Anchor Greup F~ ANCHOR Group Group Grout Grow WIDTH (4L IF REQ. z o.Z AN M AN All B A,C&D A B C&D A 8 ChD 1( MAX, o ~ user 23' +701-90 +Tam ,70140 +70140 +701.821 +701.90 +7x40 +701-78.5 +70140 +701-90 +701.74.3 +701-90 ADDITIONAL SEE SHEETS 1 8 4 FOR WINDOW ANCHOR o +70140 +)0140 +70140 +701-90 +101.90 +7a-90 +70198.8 +701.90 +70140 +7x•84 +70140 +70140 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET \\\11 11 1 /!!!15, 28-15H8' 4 IF REQ. 3 FOR ANY ADDtT10NAL ANCHINtS r72' ,10140 +70140 +7x-90 +701-90 +701-90 +701.80 + 1 +7a�0 4M70I•90 •ia40 +70bW ()' REQUIRED FOR THE FRAME ASSEMI3LY \��\�t • ENS Z' +70140 +70190 +70190 ,70140 +701.90 +70140 •+70/40 Y7a9D• +7�1'9la *7 +701-W +70140 WINDOW TUBE. '�-\G F +)s/•9!! ORM9.2 •+701-89.2 +701402 ' � +10140 +70190 +1a-90 +7a•eo +701-90 +701-90 * -80 WIDTH _1k:• 705 +70140 +7a90 +70190 +70/48.6 +70190.6 +701.80.8 91x1-77.7.9W-77•i +701 4. + •74.3 +101.74.3 = SEE SHEETS 1&4 FOR WINDOW ANCHOR +701-90 +70190 +701-90 ,701.84.3 +701.78.5 +701.78.5 +701.73.7 +701-73.7 +701-73.7 +701-70.1 +701-70.1 +701-70.1 LOCATIONS AND QUANTITIES.SEE SHEET •1 +701.90 +70197.2 +701-77.7 +7011 +8x92.4 +80192.4 +60/909 +SDI.80.9 +8W-80.9 +139.3 +1-59.3 +1•89.3 3 FOR ANY ADDITIONAL ANCHORS '+70140 +701.64.6 +701-75.7 +1.87.3 +1.98.9 +/•86.9 +1 7. +1.81.2 ,/-57.2 +/35.8 +/015,8 +f-88.8 REQUIRED FOR THE FRAME ASSEMBLY STATEO1,TUBE. � CORIOP.• (j,+70140 +70190.4 +701.71.3 +8x92.1 +1542 H54A • • �i '0Z "` •• • • • • • • •• • • • •• • • •• • • • WLLER.PE. NOTES: ••• • • • ••• • A.LYNN 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE C.ONFIOIktATXJNS. P.E.a 68706 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 8: 4NNrovc4 et mnrplylag with Ike DBelgl pressure(pal)0(r skrgle Windows./U Amor Grohs 2)7/18"LAW(3118 AN-.090"SGP-3118 AN) ate aeua�cod 701 r , hit I IfL__lll Wadow VMth Bff 1 Qe ProdutlC wrier 2J° 2515/16' 273/4' 30' 331/2' 35" 37' � E +90f-130 +9x•130 +9x430 +901-130 +901-130 +901-130 +901-130 WINOO +91.130 +9x-130 ♦90/-130 +9x•130 +9x-130 +901-130 +90I-130 HEIGHT .901-130 +901-130 +901-130 +90/-130 +90/-130 *901-130 +9x•130 y +901.130 +901-110 *8x-130 .901-13O +901-130 +90-130 +W.130 1-I +901-130 +901-130 +91.130 +90/-130 +9x430 +901-130 +901.130 -►7 WI�W +901.130 +90/.130 +9x-130 +901-130 +901-130 +9x•130 +90/•130+9x430 +901.130 +90(.130 +901-130 +901-130 +901-130 +9x-129.8 SEE SHEETS 1&4 FOR INDOW ANCHOR +901-130 +9x-130 +901.110 +9x-130 +901-129.1 +9x•122.5 +9x•113.8 W SIOCATION9 AND QUANTIT)ES. 0-+90/-130 +901.130 +901-iJ0 +90/-110 +901-124.1 *901-118.7 +90/-107.8 }+Bx-130 +9x-130 +91.190 +901.130 +801.118.4 fi F� N o NNQ r N J � 0 TABLE 9: ��111 J LL a Design Pressure(ps0 to Windows Attached to a Vertical Fneme Asser"Tube Window Width 1.0 W W m m under 23' 2&15116" 27-314' 30" 33112" 35° 37° 8 O D- Anchor Group Anchor Group Mcho Group Anchor Group Andra Group Anchor Group Anchor Group to W p vH A B C D A B C d D B A,C&D A 8 C 10 A 8 CBD B A701-M +701-90 +101.9D +7x-90 Z under 23' +Ta-90 +7x-90 +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 +70/-90 +71.90 .701-90 +7x•90 +701-90 +7190 +701-90 Cn +70,-90 +701-90 +701-90 +701-90 +701.90 +101-90 +70(90 +701-90 +7190 +70/-� +T1-90 .101-90 ♦701.90 +701-90 +70190 +7x•90 (n Z 2515116' .701-90 +701-90 +10/-90 +701.90 +70/-� •70/-90 .70190 •701.90 ♦7x-90 � 38.318" +70/-911 +Tq-71.8 +701-90 .701-90 ♦7x-81 ala-90 +701.90 +70/.90 +7x•90 +701.90 +701-90 +7x•90 +7x90 +7x90 +10190 Y W 48' .70/-731 +l-57.3 +70/-90 +701-90 +l-84.8 *70/-9D +10/-90 ♦701-90 +71-90 +7x90 +701-87.8 +701-90 +7x.90 +70/.90 +701-90 +701-90 +701.90 +701-90 +701-88.9 +701.90 W 50.516' +/-09.J +1.54.3 +701-90 +7x90 +1-61.4 +70/.90 +701.90 +70/.90 +7x•90 +701-90 *7x•83.2 +101-90 +7x90 +10/90 +71-90 +70/-89.2 +70190 +701-90 +701.84.3 +701.90 d d. +11-81.2 +70/.90 +701-75.9 +701-90 +7x-89.6 +701.70.2 +7x90 +701-80.3 +70/.78.8 +7190 +70/.752 +701-90 +70(-90 *70/.71.2 +701-90 0 Z $r 80' *1.58.5 +1-45.6 +7x-84.1 +7x90 +151.(1 +701-71.8 +70!90 +701.88.5 +1$7.8 +701-90 (n LU B Q 83' +145.7 +1-43.8 *701-80.7 +71.89.5 +1.49.3 +70'•77.3 +Ta-90 ♦71-72.3 +701-90 .Ta-85.3 +1-88.9 +701-90 +71-78.5 +7x•74.9 +701-90 9p W yW Q cU FRAME 10,MAX. ASSEMBLY f TUBE w • TABLE 10: a g+ Design Pressure 10x0101 Windows Attached to a Horizontal Frame Assembly Tube 1 ® 4V N WINDOW Window Widh WINDOW FRAME HEIGHT LL x fi 33-112" 35" 3T HEIGHT ASSEMBLY I Y p�,N under 23" 2515118' 27.314" 30' TUBE L = Anchor Ancka Moho Moho Mctlor Anchor Mcha(croup Anchor Gawp WINDOW pOptfpNAL Gral10 Group Group Group Group Orap 10'MAX. ANCHOR WIDTH ( w naz AN AN All AN 8 A,CB.D A B C80 A 1- CBD o under 23' .701-90 +7190 +70/-9D +70/-90 +701-82/ +71.90 +71.90 +701-78.5 +701.90 +701.90 +Tx-74.3 +7190 ANCHO NAI SEE SHEETS 1 8 4 FOR WINDOW ANCHOR ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET %111 r I 2&15118" +71-90 +701-90 +701-90 +701.90 +701-90 +71-90 +701-88.6 +701-9D +701-90 +701-84 +701-90 +71-90 (y,I fiE4. 38-318' +71-90 +70/-9D +701-90 +7x-90 +7x.90 ♦7190 ♦ -90 7 +7 r]e190 41+701-� +M-90 3 FOR ANY ADDITIONAL ANCHORS .( LYNN REQUIRED FOR THE FRAME ASSEMBLY `��,1,43 . ..Ze 48" +71-90 *70/-90 +7x-911 +T1-90 ♦7x-90 +71.90 +70'-90 0,701-96 •701 + - +701.90 +71-90 wwwwI TUBE. .•'�1GENSF '•."Q w So-wir +70/.90 +Ta•90 +7 -90 +7 90 01- 11-91-90 +701-90 ♦71-90_ WIDE t_--" - �... .71-90 +7x.90 +701-90 •701-90 *' 80" +7x90 +701.90 +70/-9D +701-90 +701.90 +701-90 •701-900 M701-91• +7�- + - +70/•90 +701-90 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR = No.58705 LOCATIONS AND QUANTITIES.SEE SHEET 63" +701-90 +701-90 +70190 •70.90 +701-90 +701-90 +701-90 +701.90 +701.90 +701.90 +701-90 +Ta-90 +701 90 3 FOR ANY ADDITIONAL ANCHORS Gt- 72" +701-90 +701-90 ♦101-90 +70/-90 +7x•90 ♦71.90 +71-90 +701.90 •701.90 +701.90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY g),3 ` 76" x70:'-90 +701-90 +701-90 •71-90 +701.90 •7a90 + +701- +101-90 +101-90 +7x•90 +701-90 TUBE. STATE OF <(/: 84' +7x-90 +701-9D +70190 +70-90 +701-90 +71-10 • • �0��`''•.�(ORIDP.•'G,\?` • • • • • •t • • •• • • • A.LYNN MILLER.P.E. NOTES: ••• • • • 000 • 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. REA 5870.5 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. • •• •• • • • •• •• ••• • • • ••• • • . I FOR GLASS TYPES: TABLE 11: a Design Pwasur•(DaQfor Sir4le Windows,Ali Anchor Groups 3)7/16"LAM LAM1. G:(3 HS-N-I SGP-331 HS) ApprooUuldlved as 4mpplylsgwhhthe bTorlde BUldInO Cala Wlndow � 7)7/8"LAMI.IG:(3/16"AN-1!4"A1R-3/16"HS-.090"SGP-3/16"HS) D41C���y/' /���i)� 9)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16"HS-.090"SGP-3/16"HS Mona_ under 23' 25-15118' 27314' 30' 33.1/2' 35' 37' ) M ml A de Pr dot tral under 23' +901-130 +901-130 +90/-130 +901-130 +90/.130 +901-130 +90/-130 By 2615118' +9x-130 +90/.130 +901430 +90/-130 +90/.130 +901-130 +W/-130 36.318' +90%130 +9x430 +90%130 +W.130 +90/.130 +901-130 +90/.130 WINDOW 48" +9x-130 +9x-130 +9x•130 +9x-130 +9x•130 +901-130 +9x-130 HEIGHT b 505!8' +9x-130 +9x-13D +90/-130 +901-130 +90/-130 +=A30 +901•130 1 a 80 +901-130 +9x-130 +901.130 +90/-130 +90/-130 +901-130 +901.130 83 +9x-130 +90f-130 +901•130 +907.130 +901-130 +9x-130 +90/430 WINDOW 72' +901-130 +10-130 +9x-130 +901430 +80/.130 +80/430 +901-1WIDTH-30 O 78' +9x-130 +W-J30 +901-130 +9(1/ Uj .130 +90/•130 +00/•130 +801.130 SEE SHEETS 1&4 FOR r' 84' +90/-130 +90/-13D +90/-130 +9Df-130 +901-730 WINDOWANCHOR g LOCATIONS AND QUANTITIES. U, .9 06 c E Z g 4g INQ� r N J TABLE 12: -- J U) Desigl pressure(ps9 fa Widows Altached to a Vertical Frame Assembly Tube J LL �0 Ix 1f�II�1 Window Wtah o LL, W n- i 1 under 23" 25.15It8" 27-314" 30" 33112" 35" 37" 8 CL Q ( J Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group > r__;_7.- •70/fq Y w ,C&D A C&D A B C&D B AC&D A C&D A B F+701-90 D A B CED B y fZ +1 -90•701-9 +7010 +79 +0190 +7 -90 +701-90 • 0 +7ty-9 +70-90 +70/.90 + undar2 +01-90 +7x•970 • Z ty +7 -9 +70 +7 -90 +7 .90 +790 25.15f18" +70/-90 +70/-W +701-90 +7x-90 +701-90 +7 .9D 901 x .0 +7 -90 +Tl-90 +a-90 + +790 +l0 +7 .90 +7 -0 +7'-90 p LLI 36-398" +701-90 +7D-71.8 +70f-90 +70/-90 7x-87 *7x90 +701.90 +01-9 +7 .90 +701-90 +7 .97 -87.8 + +7 -90 +70/-00 +70f-90 +70/-80 +70/.90 +/448 +xd46" +70/.731 +15.3 09w0 70832 + 90 + '40 +70f-90 +70-90 +7x-992 +701.90 058' H89.3 +-51.3 0Z 870190 +70/803 +7x•786 +701-75.2 +701-90 +7x.90 .8 9T7.3 5 +/-0,9 •790 +70/-78.5 +7x-74.9 ♦101-85 8 +701-90 8" •156.5 H45 83" H55.7 H43.8 -701-80.7 +70-99.5 +/.459.3 an- Q OsCn U) \U £¢W' W �Q t FRAME B 8 V 10'MA)L --+� ASSEMBLY TUBE TABLE 13: g rcn � n Desf9n Pressure(ps9 far Windows Attached to a Horizontal Frame Assembly Tube t Window Width WINDOW FRAME HEIGHT of LL x LL = under 23' 25-15!18" 27314" 30" 33-1/2" 35' 37' HEIGHT ASSEMBLY j a V m.N Q Anchor Anchor Anchor f+7& +7(.Y-90 Anchor Anchor TUBE J_-_. _ Group Grasp Group Group Group Anchor Grout Anchor Group --+•I WINDOW�- ANCHOR w>ay o 10'MAX. WIDTH (4)•IF REO. NI M All B A,C&D A 8 C&D A B C&D under23' +70090 +7080 +70'-00 +70/82.1 •70090 +7080 +70/-78.5 +70/-90 +701-90 +701-74.3 +701-90 ADDfTtOt4A1• SEE SHEETS 1&4 FOR WINDOW ANCHOR 25-15118' +700-90 +701-90 +70'-90 +70-90 *700-90 +70/88.6 +70/-90 +701-90 +701-84 +7x•90 +7x-90 ANCHOR LOCATIONS AND QUANTITIES.SEE SHEET (4),IF REQ. 3 FOR ANY ADDITIONAL ANCHORS \`\��ON L NN 38318' +7080 •70080 +70-90 +700-90 *7080 +70/-95 +�0►98 ++1,'-90 *706-9D• +7pf�D +10/-90 REQUIRED FOR THE FRAME ASSEMBLY , a 48' +79.90 +7080 +7490 +70-90 +7080 +700 +70/_ a -90 701-90 +701-90 I WINDOW TUBE. \���.•'•1,1GENSF '•.F� 505/8" +7080 +70'80 +M_90 +70-90 +701-90 +701.16 +7" +7W-9® N70fFA• +7pf-90 +70/-9D -�'1 WIDTH _ B0• +700-80 +78.9(1 +7080 +70-90 +7080 +700 - + -90 + +10/-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR _ * No.58705 J 83' +70-90 +70.90 +70-90 +700-90 +7080 +70190 +101-90 +70/-90 +70/-90 +71N-9D +70/-9D LOCATIONS AND QUANTITIES.SEE SHEET _ _ 3 FOR ANY ADDITIONAL ANCHORS 72' +7(Y 0 •7080 +7080 +70-90 +70-90 +70-90 +701-90 +7a-9D +701-90 +701-90 +70/-90 REQUIRED FOR THE FRAME ASSEMBLY S I8 13 fU 78' +70-90 +70-90 +7019(1 +70.90 •7080 +7080 +7080 +Ta-90 +701-90 +70/-90 +70/_80 +70/-9p TUBE. %�Q'• STATE OF �� 64" +7080 1 +7(Y80 +70-90 I +7(Y80 +70-90 +70-90 • • •'.FLO...... NOTES: • •• • • •• • • • A,LYNN MILLER,RE 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • ••• • p.E186705 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 14: FOR GLASS TYPES: Design Pressure 4010br slogs Windows,AN Anchor Groupe 5)7/8"LAML IG(1/8"T-7/16"AIR-118"AN-.090"PVB-1/8"AN) Arrr„+re".aocep13Nu9 whh IRp Fluff 1,1;�:i.,IAlch C'dIC Calx, Window Width under 23^ 2b•15116^ 273!4' 30' 331/2' 35' 37' M7-,I ll). 1'r"i uel4n T___ _ . under 23' +701-00 +70/-20 +701.90 +70140 +701-00 +701-00 +701.90 WINDOW ! _ 25.16/18' *701-00 +701.90 +701-90 +701-00 +701-90 +701-90 +70%90 HEIGHT 36.3/8" +70/-00 +701-90 +701-90 +701-90 +701.90 +70140 +7" 1 48' +701-90 +701.80 +701-90 +70/.90 +701-90 +70PW +701.90 J- IWS' +701.90 +701-90 +101-90 +701.90 +7x-90 +701-90 +701.90 --..I Wt- e aO' +701-W +701-90 +701-90 +70/-90 +701-90 +701-08.8 +701.84.6 WIDTH 63' +701.90 +70/•00 +701-00 +70/90 +701.87.2 *701.84 +70/.79.9 SEE SHEETS 1 b 4 FOR 72' +701.90 +70/.90 +70x-08.5 +701-01.5 +801-70 +60/-0.4 +60/.67,8 WINDOW ANCHOR 76" +701.90 +701-90 +701-86.3 +71-76.7 +00147.2 +601.65.2 +0143.5 LOCATIONS AND QUANTITIES. ti ea^ +7a4w +Taco .Ta eta +6or•7o +s0/-01.e } z U TABLE 16: Z r Design Pressure(psO for Windows Attached to a Vertical Frame Assembly Tube C14 (A 00 O Q LL m ,• under 23' 25.15/18' 27.3/4' Window Wldlh 30' 33.112' 35' 37' 6 p`0 W Q O L00 Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D JA B CbD B A,C8O A B CbD A B C8O B A,CbD 8 A,Cbp (n > under23' +701-90 +70/40 +7of4e +701-90 +70/-90 +70/40 +701-20 +70140 +70190 4M.00 +70140 +701.90 ♦70140 +TO/9D +701-00 +70/40 +701-20 +701.90 LL( 25.15116' +701.90 +70/-00 +701-90 +70/•90 +7Of-90 +701-90 +701.90 +701.90 +70/� +70f-90 +701.90 +701-90 +701.90 +701-90 +701.90 +70140 *701.90 +70/90 � 0 �Z 38.316' +701-20 +701.71.6 +70140 +70180 +701.90 +701.90 +701.90 +701.90 +70/-90 +M-90 +701.90 +701.90 +701-00 +701-90 470f-90 +70/-00 +70/•90 +70!90 (n Z_ 48' +701.711 +/•57.3 +701-90 ♦701-00 +70140 +701.w +70190 +70190 +701.90 +701$7.8 +701-90 +701-90 +T1-78.8 +70190 +70190 +701-20 +701.88.9 +701.90 LLI +1$9.3 +/016.3 +70190 +70190 +701-00 +701-00 +70/90 +701-00 +70/90 +701-83.2 +70190 .701-90 +711/-74.8 +701.90 +70/-89.2 +701.90 +70194.3 +70!90 �H68.6 +/•45.8 +701-04.7 +7O/-90 +Td-01.2 +70/90 ala-x Ili 701.90 +70/-08,8 01701.70.2 +70140 ♦70/010.3 +/82.9 +701-00 +701-76.2 +701.888 +7(y-71.2 +70/-04.6 d Z83' +/-57 +/-43.6 +701-09.7 +701.89.5 +70/.77.3 +71.90 +7x•72,3 +70190 +71-95.3 +/-08B +70x•90 +701-78.6 a/-59.9 +701.87.2 +70171.6 0170/-64 +167.8 0170/-79.9 O Z W FRAME m Q a W (, 10'MAX. ---jAEMBLY E¢ W Q $ b Q 1 V TABLE 16: WINDOWS w Design Pressure(pa0 br Windows Attached to a Horizontal Frame Assembly TIM HEIGHT • a H N 0111 m Window Width under 23' 25-15/18' 2731' 30' 33112' 35' 37' WINDOW FRAME AODITIOHAL o _I WINDOW Group GroupHEIGHT -A, Anchor Anchor Grote Group Anchor Grope Anchor Group Anchor Group �EEr4Bl.Y '7 WIDTH (4 ANCREO. 6:* 0 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR a x AN AN All A9 B A,C&D A B C b D A B C 8 0 10'MAX. LOCATIONS AND QUANTITIES.SEE SHEET o f Z under 23' +71-90 «701.90 +7190 +7x-90 +70142.1 +701.90 +701-W +701-78.5 +7x•90 +701.90 +71.74.3 +70140 TT IONAL 3 FOR ANY ADDITIONAL ANCHORS 26.15/16' +701-90 +701-90 +70140 +7x90 +7190 +701-90 +7x•88.8 +7x-90 +7190 +701-e4 +70140 +7140 1 ANCHOR REQUIRED FOR THE FRAME ASSEMBLY \\t 1 I 1111%/ 38318' +701-90 +70f-90 +70140 +701-00 +70190 +71-90 0170/-90 9+70PA• a1-411) 41,7O190 0+7W-00 +70140 (4},IF REO. TUBE. 48' +701-90 +70140 +70140 +70190 +70140 +70t90 +714C6 +70190• 77w + ♦ 90 ♦701-90 :��4��•'�yGENSF•'.�F,p i 60-5/8' +71-90 +7190 +70140 +7x90 +71-00 +7x90 +70190 +7x•99• qx•W a}0/9� •+71� +71-90 -..�WINDOWD �- P:• '•, 7k 80' +71-80 +71.90 +701.90 +70/40 +701.90 +701.90 +70/.88,0, 4701�1�8• + .8 +7 +701.84.6 - No.58705 83^ +7x-90 +70190 +701.90 +7x90 +701.67.2 +701972 +701-84 +70194 +701.84 +701.79.9 +701-79.9 +70/-79.9 SEE SHEETS 1 8 4 FOR WINDOW ANCHOR - � LOCATIONS AND QUANTITIES.SEE SHEET -_ 7Y ♦7x40 +7140 +71.88.5 ♦7191.8 +801.70 x801-70 +8x69-2 +801-9.4 +8x•89.4 +801.87.8 +80167.8 +6187.8 3 FOR ANY ADDITIONAL ANCHORS '"U �- 3 )8'7 3 .' 76' +701.90 +70/.90 +71.86.3 +71-78.7 +010/.87.2 +6x67.2 +010165.2 +8x65.2 +6x65.2 +6163.3 +801683 +80/63.3 REQUIRED FOR THE FRAME ASSEMBLY ST TE OF •, 84' +7x90 +70190 +70181.3 +8x-70 +6x61.8 +6x61.8 TUBE. '�'��''•.FCORIOP•' ••• i • i•• i • ••• i i , SS�ONA-,, NOTES: • •• • • •• • • • 1)SEE BHEET 4 FOR ADDRIONAL SAMPLE CONFIGURATIONS. •e• • • • ••• • 2)SEE fiHEET 4 FOR SNUBBER REQUIREMENTS. A.LYNN 658705,P.E. P.EJ88705 ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR GLASS TYPES: TABLE 17: 4pinnccJ ar c061 6)7/8"LAMI.IG:(3/16"AN-1/4"AIR-3/16"AN-.090"SGP-3116"AN) Fbada Oshnl Ca"�w11h Design Pressure"0 for$hyla WlnEaw,All Anchor Groups 8)7/8"LAMI.IG:(3116"T-1/4"AIR-3/16'AN-.090"SGP-3116"AN) �re�r7 s: I • -Z AAOIndow Wmh hlland s.._ Wi Ml�mD de Product Co under 23' 25-15!16- 27.3!4' 35 33-1/2' 34 37' ox anter 23' +901-130 +901-130 I +94-130 +901-130 1 +901.130 .901-130 +9x•130 25.15/16' +901-130 +801-130 +94.730 +901-130 +90!•130 +901-1311 +9x-130 E'er 383/6' *901-130 +901-130 +90/-130 +901-130 +90i-130 +901.130 +901-130 / 45 +901-t30 +901-130 +9x-730 +84.130 *901-130 +94.130 +9x-130 HEIGHT � 50518• +9x-130 +901-130 +90/430 +M6130 +90%130 +901-130 +90-130 + g 60" +9x-130 +801430 +901-130 +901.130 +90/-130 +9x•130 +9x-130 J-I WIHDOW +9x-130 +901-130 +9x•130 +901-130 +9X-130 .901-130 +9X-110 -'1 J 87WIDTH qt 7Y +901-130 +901-130 +901-130 +901-730 +9X•130 +901-124.6 +901-115.7 SEE SHEETS 1&4 FOR W +9x•130 +901-130 +901.130 +901-128.2 +94.118.7 +901-109.8 U) 2 Q 76' +901-130 WINDOW ANCHOR 8M +901.130 +901-130 +9x-130 .901•130 +901.118.4 LOCATIONS AND QUANTITIES. �,U IZ�� 4 N Q O TABLE 18: Design Pressure(ps0 for Windows Attached to a Vertical Frame Assembly TubeLL 0 Q (10 tl�tl_ Window Widh " 37, o° O a 0 '^ W under 23" 2515/18 27 314' 30" 33112 Anchor Cvoup Anchor Group Anchor Group Anchor Group Ancner Graup Anchor Group W Anchor Group 8 C&D B A C&D A B C&D B F- q g C D A 8 C&D 8 A C&D A 8 C 8 0 A ,ya-gg .701-90 +7X-!a +701-90 o �Z under 23" ,701-90 +7X-90 +7th-90 +701-eo .701-90 .7X-90 .701-90 +7x-80 +74.90 +701-90 +7d-90 �d•90 +707-90 +7x-90 +74-90 +7X-90 +Ta-90 +74.90 +701.90 .701.90 N Z 2575118" +7x•90 +7x•90 +701-90 +701-90 +701-90 +701.90 +70190 *701-90 +701-90 +Tor-90 •74.90 0/j > i +701.90 +701-90 +7490 +701-90 +701-90 +701-90 +74-90 .Ia-90 +74-90 *701-90 +7x-90 *1x-90 .701-90 +701-90 11.1 > 38318" +70 +7d-71.8 +7x-90 +701-90 +701.81 +74.90 +7a•9D_ +74.88.9 +7x-90 Y +7x•90 •1.84.8 .101-90 +701.90 +701-90 +74-90 +Ta-90 +101-07.8 +7_x30 +74.90 *701-� +74-90 +701-90 +7x90 _ - _- a' F- t 4g' +701.73.7 +1.57.3 +7x•90 a7d-90 +74.90 +Id-90 +7(y90 +701-892 +701-90 +701-90 .74.84.3 +701-90 j a W iLr 50516" N-09-3 +/.50.3 +701.90 +Ia-90 +181.4 +701-90 +701-90 +701-90 .74-90 +701-90 +701.83.2 60" +1-58.5 +/-45.8 +701-84.7 +701-90 +151.8 +701-81.2 +70).90 +701-75.9 +7490 +701-89.8 +701-70.2 +701-00 +70189.3 +701-78.6 +70f90 •Id-752 +701-90 .701-90 +74.71.2 +7x-90 O Z =r *701-8QT +701-89.5 +1-49.3 .Id-77.3 .701-90 +701-72.3 +74-90 .701-65.3 +I-88.9 •701-90 +701.78.5 +701-74.9 +74.90 +701-71.8 +701-90 +Td-86.5 H-67.8 +7a9D fn b LLL Q 63" +1.55.7 +/-43.8 Q .�UI (n \U FRAME 10'MAX. -�•� {� ASSEMBLY I TUBE TABLE 19: ® a w N N Design Pressure(pA for Windows Attached to a Horizontal Frame Assembly Tube WwDOW `cY��-'" HEIGHT O X 5 e Window Width WINDOW FRAME 1 - _ ci Q 33.112' 35 37' HEIGHT TUBASSE J_ I. under 23' 25.16178' 27.314' 30' T - I WINDOW ADDITIONAL r�,a Y o Anchor Anchm Anchor Anchor Anchor Anchor Anchor Group ArrchorC;xollp "I WIDTH ANpiOR o p Group Group Group Group Group Group 10•MAX N). REO. o z Z w A8 A8 All All B A.C&D A B C&D A B C&O r ADDITIONAL LOCATIONS SHEETS 1&4 FOR WINDOW ANCHOR under 23' +74.90 *74-00 +701.73(1 +7x90 +70152.1 +701-90 +7X90 +701-78.5 +7X-90 +701-90 +Td-74.3 +74-90 l LOCATIONS AND QUANTITIES.SEE SHEET I 1 1 I I 1 25-15/18• +74-00 +74-80 +701.90 +70190 !74.90 +7x-90 +7dZ4 +x90 + 84 *7d-90 +74-90 �4 IF REO. 3 FOR ANY ADDITIONAL ANCHORS `�� N.j 4YNN 4114 +74.90 REQUIRED FOR THE FRAME ASSEMBLY \� ��•'GENS •'•!F'P 38315 +70190 +701-90 +7x-00 +74-90 +701-90 +7690 +7d�0 40199 *iD1.90 •+ 90 +7x-90 TUBE. ` _ .••I.t f +010 +7490 +7x-90 +701-90 +7490 +74.90 +7d-� + 0 +�!-0S •+7x-90 +7490 I WINDOW Q'•• •...*�' 45 ,7x-90 +74.90 +7x•90 +701-90 *74.90 +7x•90 +701.90• +78-990 44410 +am-% + +74.90 -"1 wID7H * No.58705 50.518" • +74-90 SEE SHEETS 1&4 FOR WINDOW ANCHOR = 80" +7490 +701.90 +701-90 +)x90 +74-00 +701-90 +701 + 90 4-90 + -9S 1101-00 LOCATIONS AND QUANTITIES.SEE SHEET = � 83 +701-90 +74.90 +701.90 r7a•90 +74-90 +701-90 +70190 +701.4)0 +70190 +701.90 .701.9D +14-90 3 FOR ANY ADDITIONAL ANCHORS %-O•'• 3- t I�f I +UJ-` 72' +)4-90 +701-00 +74-90 •701-90 +74.90 +7d-90 +701.90 +701.90 +7a� +70190 +701-90 +701-90 REQUIRED FOR THE FRAME ASSEMBLY ��O••. STATE OF ;'�W` 76' +70190 +70190 +701-90 +74-90 +74.80 +701-90 X701-84• 4k7a-90 •-7aJOs +701-90• +701 *74.90 TUBE. �S••FCOR10?•'��' • • • • 84' +7x-90 +74-90 +701-90 +701-90 +701-W +701-90 ��''�� • • • • • • •• • • 1j/IIIIItItt� NOTES: • •• • • •• • • • A.LYNN MILER,P.E. 1)SEE SHE ET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ••• • • • ••• • P'E'It 68705 2)SEE SHEET 4 FOR SNUBBER REOUIREMENTS. • •• •• 0.6 f • •• •• ••• • • • ••• • • S TABLE 20: Item 17wp.# Description Materiel ASSEMBLY DETAILS ,082" "1 1.124- 1 7002 Main Frame Head,Sill&Jamb 6063 TS Alum —.____�OWNOM. 434' 2 7071 Anchor Plate 80B3-T6 Alum Ai-t-DETAILS SHOWN FROM THE INTE:RK)R � ,1xy x.etg' 3 7003 Sash To Bottom&Side Rall 6063-TB Alum. 4 7008 Frame Corner Ke Steel .43 •082' 2.701' 3 NOM. 5 7009 Sash Corner Ke stall _ .062^ 6 7078 Frame Gasket Vinyl Foam 1.159' 7 7072 Sash Corner Gasket Vinyl Foam 2.784" 0�11 8 7070 Bulb Weathersui .187"x.275" Flex PVC 70 Aw 10 7024 Maxim Multi-Point Lock Sled SASH 1 FRAME HEAD, 3 SASH TOP, 71 FRAME 11 702b Lock Support Plate Steel O SILL&JAMB O BOTTOM&SIDE ASSEMBLY TUBE 12 7014 Multi-Lock Keeper Steel AS REQUIRED PER CORNERS #7002,8063-T6 #7003,6083-T6 #7004,8063-T6 13 7013 Tie Bar Guide Brien TABLE 3,SHEET 4 x 1 14 7015 Tie Bar Assembly Steel or SS 1.366^ 15 7028 Maxim Dyad Operator WW-24" Stell I 2.203' +{ 16 7027 Maxim Dual Arm O erato!,10 24" Sied b 1 s u,, .040' 1.008" 17 7030 Operator Gasket Vinyl Foam (,1 TTT1 rJt=' 1 1s 7031 operator Backing Plate Steel �,! f .423' •--►I 19 7051 Operator Spacer Block Nylon 3 095' J FIXED 093• .0., 20 7032 Stud Bracket StellO ADDON FLANGE ANCHOR PLATE SCREEN FRAME O 21 7033 Operator Track&Slider Dual Arm stall 2 #7071,6063-TB 60 #TOS,8063-T6 70 #134,6083-T6 22 7023 Egress Hinge(Heavy Duty),Manuf.by Truth Steal 23 7050 Egress Hinge/Washable(1-11)),Manuf.by Truth Steel 6 24 Snubber Anti-blowoutCllp Steal 31 Dura Seal Spacer steel .523' 32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM -050• .050- 33 1 1714 Setting Black 32"x 7 16"x 1- 4" EPDM 85 I 35 7036 Lami Bead 8 7X163-T6 Alum tT 36 7042 Lanni Bead C 6053-76 Alum 37 7059 Lami Bead 0 6063-T6 Alum, 1 y 38 1224 Vin Bulb Wst Thick Flex PVC 70 35 BEAD B 36 BEAD C 39 1225 Vinyl Bulb Wst Thin Flax PVC 70 e r� #7038,6063-T6 #7042,6083-T6 SO Dow 899 silicon Backbedding INTERIOR 60 7006 Screen Frame 3105•1-174 Alum. 61 7040 Screen Comer Ke Polypropdiene 172 6 62 Screen Cloth Fiberglass (� 6- 1635 Screen Spline EM.PVC 4 ,87(r 64 320 Screen Spring Stainless Steel --�, �0 70 134 Add-on Flan a 6063'T6Mun. FRAME I —"� �"'" •meg^ 71 7004 Frame Ass Tube 8083-78 Alun. Stainless steel CORNERS 37 BEAD D $0 18.32 x 11Z'Ph.Pn.Mach.Sa TYPE B #7058,8083-T8 4pproved ax eomppana cram Ise 81 1157 NS]JZ"Ph.Pn.SMS Stainless steel 88 Florida nutdl ppCode naA l� 82 N8x5/8"FI.Ph.SMS Stainless Steel fyDAd 83 MSx 7 8"FI.Ph.SMS Stainless steel ••• *00• • • ••• • • \ N(LYNN 417 77jii Revrsed W. Dote: Revision: M arol de urt;1letrol 84 p8x1"FLPh.TEK Stainless Steel • • •• • • • •�S�,O ..•••••• .,�C�. ------ {.` • •• • • • • • •; •••\,\GENSF •.,'� 81-CCF% 85 p8x 1"Quad Pn SMS 8teudass Steil �• Revaed 9r. cote: Revision: 86 N8 1-1/2"Quad Pn SMS Slawase Steel •• ••• •• • • A i No.58705 87 p10 x 1 r Ph.Pn. TEK Stainless Steal _ 89 p10-24x 9/16"Ph.Pn.TYPE F Stoinl"s stall (;( jrz: • Dosc.ption: ao� 90 pizx 1"Ph.Pn.TEK stainless stool ••• •• ••• '13 3 1�13 ` BOM AND CORNER VIEWS J ROSOWSKI Q • TATE OF : • • • i i.��••.. ORtOP.•' 1070 TECHNOLOGY DRIVE CASEMENT WINDOW DETAILS-LM&SM 08/08/12 W VENICE. FL 34275 •• • • • • • • e(,7 J aNA���`�� P.O. Box 1529 ••• •• ••• •• ••• NOKOMIS• FL 34274 Sarise�Modat $tole: Sheet: Growing No. Rev: A.LYN�I�IILtLER.P.E. CERT. OF ALIT-I. #29296 CA-740 INTS 10 OF 10 MD-CA740-LM P.E,e 59705 • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Online Page 1 of 4 11 1111141111 IN BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business/,'' Professional Product Approval USER:Public User Mj�sj lei Product A caval Mznu>Product or Application r >A > _ PF _._. Aoo tato Search Application List Application Detail FL# FL15210-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 000000 (440)969-9773 Ext 18 • • •••• •••••• scottjohnson@plastproinc.com • • • .• 9999•• •• • 9999•• Quality Assurance Representative Ron O'Connell • • • 9999•• • 9999•• Address/Phone/Email 5200 W Century Blvd. � • . • Los Angeles,CA 90045 •• •• 900000 (440)969-9773 Ext 16 •••• • •• •• ronoconnell@plastpro.com • 0• ••••• •9090• • Category Exterior Doors •••••• • • • Subcategory Swinging Exterior Door Assemblies ; : • • •••••• Compliance Method Evaluation Report from a Florida RegisterAs4chitict or a Liters @1 • Florida Professional Engineer •0. • V Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R4 COI CERTIFICATE OF INDEPENDENCE. Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 https://www'?Ifloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZlQ... 2/26/2015 Florida Building Code Online Page 2 of 4 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R4 Fquiv of STANDARDS.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 07/01/2014 Date Validated 07/07/2014 Date Pending FBC Approval 07/08/2014 Date Approved 08/25/2014 Summary of Products FL# Model,Number or Name Description 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II INST 15210.1.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FL15210 R4 AF Fval 15210.1.odf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglas Singl Door wi%sidqji1e or *see:* Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(QX oroXG, OXO Fiberglass Door Configurations) •• • . . • • •••••• •••••• Limits of Use Installation Instructions • Approved for use in HVHZ:Yes FL15210 R4 I1 INST 15210.2!Otif••• • • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,p•Fa 613409 • • • • Impact Resistant:Yes Created by Independent Third Qarty:%s ••••• ••••• Design Pressure:N/A Evaluation Reports • • Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R4 AE Eval 15210.21 ••• •••• ••••• additional use limitations,installation instructions and Created by Independent Third pi y;•Yes •••• see*:* product particulars. 1 • 1 • • 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglas?DoubleeDoor wist w"thout Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(AK;OXAO-Confitiurations) ;••••; Fiberglass Door .• : • ••• • • Limits of Use Installation Instructions •• • Approved for use in HVHZ:Yes FL1521.0_Ra [1 IN 1,5210_3_pcif Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P,E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.3 for Design Pressure Ratings,any FL15210 R4 AE Eval 15210.3.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II INST 15210.4.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.4 for Design Pressure Ratings,any FL1521.0_R4_AE.Ev_al 15210,4,pd_f additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.5 e.Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 11 INST IS210.5.1)df https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/26/2015 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R4 AE Eva' 15210.5.0f additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 ii INST 15210.6.p—df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant,Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.6 for Design Pressure Ratings,any FL15210 R4 AE Eval 15210.6.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II Inst 15210.7.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.7 for Design Pressure Ratings,any FL15210 R4 AE Eval 15210.7.pdf additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II Inst 15210.8.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 •••• Impact Resistant:Yes Created by Independent Third Party: Yes •• • •••.•• Design Pressure:N/A Evaluation Reports • • • • Other.,See INST 15210.8 for Design Pressure Ratings,any FL15 R= ,E Eval 15210.8.1)df• • • ••• • additional use limitations,installation instructions and Created by Independent Third P��tYyY•e� •• . •••••• product particulars. I • • • 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Do Elly Vgor with:4ivithut Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX;OXXO-�arlf;igurations} ••••• Fiberglass Door ••• • •• •••• Limits of Use Installation Instructions •• •• •••• ••• • Approved for use in HVHZ:Yes FI_15210 R4 II Inst 15210 9.0 • • Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,T :349 • Impact Resistant:Yes Created by Independent Third Party: Yea •• Design Pressure:N/A Evaluation Reports • • Other:See INST 15210.9 for Design Pressure Ratings,any F1 15210 R4 AE Eval 15210.9.10if • • • • • additional use limitations,installation instructions and Created by Independent Third PaYes • • • product particulars. • 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II INST 15210.10.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, EL15210 R4AE Eval 15210,10-P-df any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO;OXO-Configurations) Fiberglass Door Limits of Use Installation instructions Approved for use in HVHZ:Yes FL'52^ R4 1* INST 15210.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.11 for Design Pressure Ratings, FL152!n as AE Eval 1521n.11.1)df any additional use limitations, installation instructions and Created by Independent Third Party:Yes product particulars. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/26/2015 Florida Building Code Online Page 4 of 4 15210.12 1. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX;OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1S216 n4 1i INST 15210.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.12 for Design Pressure Ratings, F115210 R4 AE E�al 15210.12.pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.13 m.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with Surface Wood Grain/Rustic/Mahogany Bolts-Outswing(X-Configuration) Series 0 Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 II INST 15210.13.Udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.13 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.13.pdf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15210.14 n.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series O Bolts on Active Door panel-Outswing(XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R4 TI INST 15210.14.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.14 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.14.pdf any additional use limitations,installation instructions and Created by Independent Third Party: Yes product particulars. 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilising the* Grain/Rustic/Mahogany Series 0 WINDSERT'"an operational wisdow insert-OutMflg'(X- • Fiberglass Door Configuration) a a ' • ••• • Limits of Use Installation Instructions •••••• •• • *00000 Approved for use in HVHZ:Yes FL15210 R4 II INST 15210.1 . 'f•as • • • •••••• Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, E.43409 � � • • Impact Resistant:Yes Created by Independent Third Pw.Yeas •00000 Design Pressure: N/A Evaluation Reports see* • 00;00• Other:See INST 15210.15 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.15. 1,0*0 . •• ....• any additional use limitations,installation instructions and Created by Independent Thirdarty:Yes • • • •••• •••••• product particulars. •• •• • • •••••• Back Nest � � is • •••••• •• • • ••• Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EE4 employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: xYvrit�•. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/26/2015 plastpro 37.50MAX.OVERALL �FRAME WIDTH a e 5200 W. CENTURY BLVD. p $ N LOS ANGELES, CA 90045 'm $ Smooth / Wood Grain / White Wood Grain ® � s $ E Rustic /Mahogany y tia oS� a° Series O Fiberglass Door z _ JT INSWING/OUTSWING Z o IMPACT GENERAL NOTES 0 0 z x x ® w 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural w w O requirements including the"High Velocity Hurricane Zone"(HVHZ). X 3 z T LL & 2. Product anchors shop be as listed and spaced as shown on details.Anchor embedment to base material a shall be beyond wall dressing or stucco. w n 5 O 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not r g require an impact resistant covering. eo o a '4 a 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with 2 Section 1609.1.2 of the 2010 FBC and does not require an Impact resistant covering.This product meets missile level"D"and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 0 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. N 6. Z Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o O engineer or registered architect. 7. Outswing configurations meet water infiltration requirements For"HVHZ". All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of z canopy or overhang to sill is less than 45 degrees. ', MAX. AE�fGN PRESSURE(PSf} � TABLE OF CONTENTS • • •• SWING". 'i FRAME "' a 5 SHEEN DESCRIPTION • • • • • • • • L)IMENSfON, Pd�RIVE' NEGAitVE i. � 1 Typical elevation,design pressures,&general notes • • • • •• 37.50" 7.z u 2 Door panel detd 08 • • • • • x +75.0 •75.0 3 Horkontal cross section •• ••• •• • • • •• INSWING wre 02116112 0 4 Vortical crow 82.00" SCALE: N.T.S.sections — 5 f�:INR! be details 37.50" Dwc.er: JK m 6 point lock details • • OUTSWING x +7$.� -75.� CW,rn: LFS7 ck and Tomeancho ng • • • • • 81.13" onswmc Ho8 _Ponenh • • •• • FL-15210.19 l of materials •• • • •• • • See sheet 2 for hardware design pressure limitations a • • • • • ••• • SHEET OF 9 • • • • • • • • • • {--0.7" 2.6" EXTERIOR 0.14c" m N �a�•N z x, i TOP RAIL �'e. •.y.:a:! •4.•• .��' (COMP.) B o INTERIOR CAP(PVC) HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) 1 HORIZONTAL CROSS SECTION a 35.75'MAX O.A. ri WIDTH •'• v {&fig N INTERIOR EXTERIOR i '2c FOAM CORE a a v a O NA#tbNCARE7AEIE (POLYURETHANE- f Z o yWA?I• 1.9 PCF MIN.) 3 to MANUtACiUIlER MCDE4 p a o 03 KNOk SIGNATURE SERIES 75 O - m DEADROLT: SIGNATURE SERIES(99M ± .'.. . U ..a co 3 O SCNLAGE ��' "P SERIES(FSI) ±75 DEADIOM "R'SERIES(1166/62) _ FlBERGLASS SKIN A. L O X FL36 SERIES 0.125 MIN.THK. 1n SEE HARDWARE TABLE PAMEX (EVER f 75 ( )� ' h DEADIOLT F07 SERIES f, i KOPPE MULTI-POINT LOCK: 3-POINT TONGUE +50— —] g SEE HARDWARE TABLE BOTTOM RAIL tv 3 W i F MULTI-POINT LOCK: TRRENNIUM"3000'SERIES ±7S (COMP.) __� • w = O Q j o See sheets 5 and 6 for multi-point lock details. - •• ••• • • • • • •• z • • • • • i • • • Z p • •• • • • • • 2 VERTICAL CROSS SECTION -�D 2 •• •• • • • • ••• •• Z DAT'0211611 2 3 0 ••• ••i •s� ••• • •• saw: N.T.S. DOOR PANEL owc ev: JK m o 40pFtpm cw_ft LFS • 0000 • • • • • • FL-15210.1 a o ••• i • • • • • •i i ' or 9 a •• Q ••• • • • • • • • • • • ••• • • • • • • • • • • 0 • 1-1/4"MIN. EMB.(T(P.) b 4 4 A G pN 6 ° gg a c= oS El E3 u Qiqn ° ( S � Pi i3�d�c ES � INTERIOR e 7 3 o X �0 3 ° N Z 3 � U M e. o EXTERIOR H 04 27 a E 11 D o D 2 T 3 4 5 E 2 1 EMB.(TYP.) B 4 4 4 3 HORIZONTAL CROSS SECTION p a a Shown w/1 X su -buck 0.15' d 0.15' C'SINK C o —I CSINK (iYP.) a. I )TYP.) , V � ° L INTERIOR L > o a INTERIOR 7 40 a a 40 7 e ° U . Z i5IT a • ••• • • •• • • •• IT. O :• • • • • s • • z • •• • • • • ••• • am 02116112 i T� EXTERIOR v • • • • • • _ a 9 EXTERIOR ••• ••' ••• s • • •• 27 N on.BY. JK m E 2 HOR/ZONTAL CROSS SECTION ""°1 3 i 1 HORRONTAL CROSS SECTION •• ••• s • shown- 0R1M81G wo 1-1/4"MIN. 3 Its=s=-inswing ••• •i• 000 • • . 3 alsoapproved inswing FL-15210.1 EMB.(TYP.) ako approved • • •• • ° • •• • • s+eEr 3 a y9 " d • • • • • • • • • • No s p E ° 0 o g DB z dg`�V C L 40 1 2 � a�• z EXTERIOR INTERIOR z o� T 2 EXTERIOR INTERIOR U EXTERIOR INTERIOR VERTICAL CROSSSuSECDON & J o 1 VEIMCAL CROSS SECTION m q gm Outsshown-inswwvig 40 also proved g a• 29 i= a EXTERIOR INTERIOR E ° EXTERIOR INTERIOR 0 14 ° 30 31 32 33 34 5 VEIMCAL CROSS SECTION 8 36 q Shown w/ADA threshold 37 ,p.0GNqp 38 U E Z •• •• • : .w. •• a ° cne 0211V12..12 z • • z ••w ••• •• • • • •• saw N.T.S. ° 3 VERTICAL CROSS SECTION r4 VERTICAL CROSS SECTION o•c•* JK v' q Outswing contrgurafion q kwAv configuration cm BY. LFS 3 •• ••• w • DR/DON M0•: ••• •�� + w • i i FL-15210.1 5too • •• www � • • • • • � e g Li a n: �y b o €� r 0 a � $ d 0 8 ,tq1 MUCK $$ o IX BUCK H 0 4 z o Y 2.17" 23 r S x °• a M w HOPPEMULTI-/dMLOCKSET � 25 CK p 3 Potnt'fongue' C3 2X 1X BUCK H o •o I o' ai g O 2X BUCK $$ 1 x BUCK H 23 z 22 0 1 in ED N Q y z 1n O ° } O • W = • • •• STRIKE UMR o ? j�- t •• • • • • ••• • WeZ U • • • • • • • • 02116112 i •• •• • • • •• SCAM: N.T.S. ° O g aro.Sr: JK m MIR YRIKE PIAiE•• ••• Cwc ar. LFS 3 H ANO DFAD 1 STRIKE/LATE d MANUAL RAISED TONGUE GEAR SYSTEM -00 : • :•• • • '• •^' FL-15210.1 " • • • N g • •• • • •• • • SlIFMT $ OF d • • • ••• • • • • • • • • • • • • n � Q s ��seati N 1 Mj • P m E � �Rea a K v, O Q� a R o25 � Ii o a o I� i U r m Y 57 N 60 P h LL CL MUCK 58 z o � IXBUCK H o d Q) � • • •• • • • • • z 0 • • • • • • • • • ouc: •• ••• •• • • • •• 02116112 i t N.T.S. ° o' i W&F Triennium 3000 SERIESSTRIKE JAMB DETAIL • ••• •• ••• • • au.ft LFS 3 u 3 Pt.Lock • • • • • • • • • DFAVA aNO, rc o •• • • • • • • •• • • FL-15210.1 d • •• • • •• • • • U ••• • MW OF 9 " Q i Or • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ..• . . . ... .. .. . . . .. .. . . . . . . . •.. • . . ... . . . . ... D u bio ux+s ••• • •• • • •• • p �t � . • •. • • • • • • • w l'O I ZS I–lj 11Y130 rMH 6uvnsul • • .71Vi"Ve •NY/ 0 • ��/L L .8/4 Z .1/l L .9l/f I 9 p VON SNMOM _ •.• f SSI .�Baa 8V130 3`MVIH ••• ••• m Hr :� a.a xonsxl H .r .t .r/t o�ia W. s 1 N LL ° )I3n8 Xi • •• -L .L/L L .Y/l t .Y/L Mit o Z L/9 t ZO— • • • • • • 1�X t a ° o l l l l •• iTx, •• i i i • • VOHJrWV PYkWidli A>rN�?SVW 1A/31N038ih13 3�f "Al a 1 x�n9xZ :0:611.1 0133rVSiN73��'A11W 0133lYVMW3IJ-wlw FICINf©tt3Ni+ .Fo�la�V 6 H xonext �� XOns :aIgDl.ialDuo s1ajDuoO 'e m _ SZ .pepaaoxa lou aJD UOsuewIP.aMD NO'XVW„ey1 ainsue of paanbei aq ADw 7 ions)(Z 6 S-4-0 a1aJ-0IDUO111PPD`slulof-low o{—D151p aBpa•41w at11 ulDlurow 01 PalSnrpD Non9 X I aq Rnw.,2131N3O NO•XVW„SD pa1oU Suo40D01 rOW-0 GI-00•SMONDNow 01 aouDISIP e6pe'q-ey1 UI )q—01 palSnfPD aq ADW VOUJOD 0411D SUOIIDDq JOyoUD 01aJ-)W3•Z sluaweynbai eou0pp Jalueo PUD e3UDls1P A eBpe luelegIp-Dq ADw-jd(1n51U jj!p D w04 SJOl1DUD a1a0tJ03 tDnbe 10 UO(1n1ysgnS'I uOy D S310N`JOHONV 313bONOJ z wwvr3'JNIH SNIVOH7NV 3wvvd vwvr 31 nu 9NIIIOH�NV XJAY 0 z --4-- C1 AINO IIIS VdV 17 )Ions xZ c° �n o p_ xont3 XZ ~ 3WYM °JNIN3d0 JNIN3d0 S9WVf F ANNOSVW A21NOSb W o aV3H'dAi vo $��°6 �I�ne x I 9 —' S9wvr� '— (•d"IIVi3a = I]V3H•dAi d i �3 gzo�0 -° A�n9 XZ 3JNIH 33S A � - o 38 8 � _ M a _ �- !• W N o� m J _ WAD . W .9 o p i ('dAD i1 L .t7- I 4.56" 4.6" 4.56" O �n a .7 � 2.13' ° ' o OLITSWING THRESHOLD OUTSWING THRESHOLD POLY HMR JAMB 9 g o 8 DLP(QOSR( CWumbia High Dam(581) Pkffipro £ �-4 n 4.68 .56' co O W *gnlY,ONG THRESHOLD 31OIASWING THRESHOLD 2 WOOD JAMB m a DLP(GOSH) Cdumbi°(575) U N 1 o 0 5.67' 5.63" a 2.088 rm o 0 0 m 0.52' rn 0 Z OUTSWING THRESHOLD INSWING THRESHOLD Y WEATHERSTRIP DOOR BOTTOM SWEEP h Endua(Z-Series) Cd❑mbia E ura Face a- d " ti 5.625 4 �j PE650 Q O O j • • • • • • •• 4.56"� ® • • • • • • • U i • • • • • •i• •• Z ° w 002116112 1i •• ••• •• • • • •• SOUL N.T.S. ° U p INSWING THRESHOLD 37 R'LSWING THRESHOLD 29 ADA THRESHOLD owc.et: JK m' d Endo°lZ-S 1 DLP( ) • ••• •• ••• e • DlP aqc.W. 3 • • i i • • • • DRAWiM NO.: FL-15210.1 w Q or • • • • • • • • • • • •• •• • • • 00 •• e BLU OF MAYERIALS i r1a1 r oocarrla� AlATE M A 1 X BUCK SG-0.55 WOOD •-o _ B 2X BUCK SG-0.55 C 1/4"MAX.SHIM SPACE WOOD R�o I a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL + e E E MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 gg 1!6 G I/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Q 'm°n 4 S v H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STS ¢ I I/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL c L #8 X 2-1/2'PFH WOOD SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL cr 9 4!'X 4"BUTT HINGE STEEL I l #9 X 3/4"PFH WOOD SCREW STEEL, i �-u 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a M m 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE(SECURITY) STEELI 29 ADA THRESHOLD ALUM & 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING,THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP df 34 OUTSWING THRESHOLD ALUM/WOOD 0 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD Z 38 INSWING THRESHOLD ALUM/COMP — 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 55 #10X11/2"PFHSCREW STS 57 BACKING PLATE STEEL 5B #8 X 2"PFH WS STEEL 60 MULTI-POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL • •• • • • • ••• • Z U • • • • • • • • t ogre 02116112 i SUM' N.T.S. ° 2! u+c 7jr JK m g • ••• •• •w• •• + Ow_W.. LFS 3 • • • • • • • • DRWW 110.: ¢ • • •• • • • • FL-15210.1 • •• • • •• + • • seer 9 or 9n 4 a ••• • • • • ••• • • • •• s• • e • •• w+ M IAM I-DADE MIAMI-DADE COUNTY,FLORIDA e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .,w.miamidadejov/economy PGT Industries,Inc. -- 1070 Technology Drive, Nokomis,Fl.34273 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section 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 Section(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"FD--750"Outswing Aluminum French Door w/Sidelites--L.M.I. .APPROVAL DOCUMENT: Drawing No. 8000-11, titled "Alum. French Door & Side Lites�.kupact", sheets 01 through 12 of 12, dated 12/23/04, with revision "E" dated 10/12/11, pr¢pated by ma>~>aWurer, ...... signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Mdtlt t Co;vfotsIction • Renewal stamp with the Notice of Acceptance.number and Expiration date by tMewilmi-Daub County...... Product Control Section. •• 0. :.... MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 00000• :.. ..• • LABELING: Each unit shall bear a permanent label with the manufacturer's name a• logo; riM.state,••:••• model/series, and following statement: "Miami-Dade County Product Control Ap%4).e�.,unless olfierwise noted herein. • 000000 REVISION of this NOA shall be considered after a renewal application has been filed pud there has been. no change in the applicable building code negatively affecting the performance ofthis proliuct. .• ;•; • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 114013.24 and consists of this page 1 and evidence pages.E-1, E-2,E-3 and E-4,as Nvell as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. Styes NOA No.14-J 117.05 MIAMFD) Expiration Date: February 24,2020 Approval Date: February 19,1015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submilled under previous NOA No. 09-1028.10) 2. Drawing No. 8000-11, titled "Alum. French Door & Side Lites, Impact", sheets 1 through 12 of 12, dated 12123/04, with revision "E" dated 10/12/11, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P. E. (Submitted under previous NDA No. 111013.24) 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)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 using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez,P. E. (Submitted under previous NOA No. 09-1028.10) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 .... 2) Uniform Static Air Pressure Test,Loading 1tr IiW,TAS'202 94 .... •• 3 Water Resistance Test,per FBC TAS 202-2.....:4� •' :': •, .. . ...... 4) Large Missile Impact Test per FBC,TAS 201:94. , 5) Cyclic Wind Pressure Loading per FBC,T48-203-94 . ;••••; 6) Forced Entry Test,per FBC 2411.3.2.1,and"S 202--94� ••••• along with marked-up drawings and installation diagram of,90n alt0iminibu Mors of��0 0 OXXO configuration, prepared by Fenestration Testing Laboratory..lnc., Teit Report 0• No. FTL-4921,dated 07/17/06,signed and sealed by Edmund; J.Urgaespada,P. E. ....; (Submitted raider previous NOA No. 0$-0419.03) • 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FAC,TAS 2M-94• • 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 20394 4) Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94. along with marked-up drawings and installation diagram of an aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4527, dated 02/10/05,signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under pr•evio►tr NOA No. 05-0419.03) Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-1 r PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTINUED) 4. 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) Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4528, dated 02/14/05, FTL-4315,dated 09/13/04, both signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 5. Test reports on: 1) Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.'s FTL-4529, dated 02/14/05, FT"530, dated 02/14/05, FTL 4311, dated 09/01/04, all signed and sealed by Edmundo J. Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) 6. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 .... along with marked--up drawings and installation diagram of an alvminum•41its►v1ng • French door, prepared by Fenestration Testing Laboratory, fne., Fest Report No. .• 17L-4312,dated 09/13/04,signed and sealed by Edmundo J.L'al~ dBtada,P? .• ••••:• (Submitted under previous NOA No. 05-04.19.03) ' .... ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, corfi it ft wA-*FB•C 5. ...... Edition 2010, prepared by manufacturer, dated 10/11/11, sijnea•and sealetl by A. Lynn Miller,P.E. '••••• 2. Glazing complies with ASTM E1300-04/09 ""'• D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1._ Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc.for their "Kuraray PVB Glass Interla}Ter"dated 02/19/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.15 issued to-Eastman Chemical Company (MA)- for their"Saflex CP-Saflex and Saflex'11P Coinosite Glass Interlayers-with PET Core"dated 06/19/14,expiring on 12/11/1.8. -� Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,20]5 E-2 I PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(cow NUED) 3. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company(MA) for their"Saflex HP Clear or Color Glass Interlayers"dated 06/19/14, expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and complying with FBC 5"' Edition (2014), issued by manufacturer, dated 11/,06/14, signed and sealed by A. Lynn Miller, P.E. 2. Statement letter of no financial interest, issued by manufacturer, dated 11/06/14, signed and sealed by A. Lynn Miller,P. E. 3. Department of State Certification of PGT INDUS'T'RIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by Ken Detzner, Secretary of State. 4. Statement letter of conformance to and complying with FBC 2010, issued by manufacturer,dated 10111/11,signed and sealed by A. Lynn Miller,P.E. (Submitter)ander previous NOA No. 11-1013.24) 5. Statement letter of no financial interest, issued by manufacturer, dated 10/11/11, signed and sealed by A. Lynn Miller,P. E. 0000 (Submitted under previous NOA No. 11-10.13.24) •••• •••... 6. Notification of Successor Engineer for manufacturer's NOA document eer:SEction •• 0000.. 00 0 0000.0 61G15-27.001 of the Florida Administrative Code, notifying.411 final engineer that the successor engineer is assuming full professional and legit!M4ponsibVjty for aid•*••: engineering documents pertaining to this . .NOA, .1, dated 10/07/1 'signed a$d sealed b�•••• 00:00• A.Lynn Miller,P.E. •.• • ..- .... 0000.• (Submitted under previous NOA No. 11-1013.24) •••••. '9• 0 0 7. Laboratory compliance letter for Test Report No. FTL-5941= issued by S= tration••• • Testing Laboratory,Inc.,dated 05/20/09, signed and sealed by Wto 33. G( rYv4j 'P. 1;.... (Submitted under previous NOA No. 09-1028.10) 0.00 . 8. Proposal No. 08-1891 issued by Product Control, dated 01/26/09, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 09-1028.10) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-4117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-3 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 9. Laboratory compliance letter for Test Reports No.'s FTL-4921, dated 07/17/06, Yr"527, dated 02/10/05, PTL-4528, dated 02/14/05, FTI A315, dated 09/13/04, FT"529, dated 02/14/05, FTL-4530, dated 02/14/05, FTI.--4311, dated 09/01/04 and FT1,4312,dated 09/13/04, all issued by Fenestration Testing Laboratory,Inc.; all signed and sealed by Edmundo J.Largaespada,P.E. (Submitted under previous NOA No. 05-0419.03) G. OTHERS- 1. Notice of Acceptance No. 11-1013.24, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w/Sidelites - L.M.I., approved on 11/24/11 and expiring on 02/24/15. ...... .. . ...... .... ...... .... . ..... �r Jaime D.Gascon— ,E Product Control Section Supervisor NOA No.14-1117.05 Expiration Date: February 24,2020 Approval Date: February 19,2015 E-4 NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) 1,GLAZING OPTIONS: A.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 31W HEAT STRENGTHENED GLASS WITH AN,090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM, B. 117 6�LAMI CONSISTING OF(2)LITE$OF 3/18'HEAT STRENGTHENED GLASS WITH AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. C.7 16"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE'OF 3/16"HEAT STRENGTHENED GLASS WITH AN.076 VANCEVA INTERLAYER. D.7/16'.LAMI CONSISTING OF(2)LITE$OF 3/18'HEAT STRENGTHENED GLASS WITH AN.075 VANCEVA INTERLAYER. NOA DRAWING MAI' E.7(8'J Ml 1.0.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,114"AIR SPACE AND(1)7/18"LAMI GLASS ASSEMBLY INSIDE(3/18"A,.090 PVB,3116"HS). T C SHEET F.718"LAMI I.G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDE,'1/4"AIR SPACE AND(1)7/16'LAMI GLASS ASSEMBLY INSIDE(3118"HS,.090 PVB,3/16"HS). GENERAL NOTES............ 1 CONFIGURATIONS--—— 1 MI .G.CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS OUTSIDEi 1t4"AIR SPACE AND(1)7118"LAMI GLASS ASSEMBLY INSIDE GLAZING DETAILS...........2 ( 16' 76 VANCEVA,3118'HSI. DESIGN PRESSURES..,...3 ELEVATION$.................... 4 H. I G.CONSISTING OF(1)LITE OF 3118"TEMPERED GLASS OUTSIDE,114'AIR SPACE AND(1)7116"LAMI GLASS ASSEMBLY INSIDE VERT,SECTIONS.............5 (3118"HS,.Q 6 VANCEVA,3116"HS). HORIZ.SECTIONS........... 6 PARTS LIST...................... 7 2.DESIGN PRESSURES:TABLE 1,SHEET 3. EXTRUSIONS................... 8.9 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-02. ANCHORAGE..............•,,.,,10.1 8,POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02, 3.CONFIGURATIONS:X q,XX,n O C"XXO�QX.X X C�X O,Q_ OR O�WHERE Q REPRESENT$EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE, ANY TWO ADJACENT UNITS CAN BE EITHER TWO SINGLE,X DOORS OR A DOUBLE,XX DOOR BOTH USING EITHER THE STANDARD OR THE LOW-RISE SILL. THE I1111"UCT ssvMTen FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X,XX AND 01"WI �ee'tye O UNITS TO MAKE THE A80VE CONFIGURATIONS. Ao " 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 5.SHUTTERS ARE NOT REQUIRED. 6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT,VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTOR'S SEALANT. 7,REFERENCES:TEST REPORTS:FTL-4311,FTL-4312,FTL-4316,FTL-0627,FTL-462.,8,FTL-4529,FTL4630,FTL-4921 AND FTL-6941. ANSI/AF&PA NDS-2006 FOR WOOD CONSTRUCTION ADM-2008 ALUMINUM DESIGN MANUAL PRODUCT RgN8W80 mo mplybw wilb dw Fkd& 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY Bu9dfagCO&A HURRICANE ZONE(HVHZ� A, • 1'10 BY F trop • w���,tO�.'pONSE . R •• ••• •• • • • •• *: 110' J °yj�pp C lML9M1rEDEUKOPlO COU�WOMRWNMMfUA4�� ••• • • enel�v i'A••'. SSAZB p,•'V`� Hoon amgaMlrr • •. • MMMOLSOYARAN GENERAL NOTES AND DRAWlNGM�P ;O,c�.,,F.too .....mo) �` ° • :A sur° ALUM,FRENCH DOOR B SIDE LITES IMPACT �� �al� F fBCT°PoOO°HCIWlDa • •• • • s• spe t ee.a u..n, A.LYNN Id&N,P.E.ip ra . 4tlB FULr d r2 soU-f1 EFx ••• • • • • Or • - • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • - 7/10"NOM. 7/10"NOM. —+ 3118'ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENEDGLASS .090•'DUPONT BUTACITE OR SAFLEX/KEEPSAFE 0 MAXIMUM PVB INTERLAYER 76"VANCEVA INTERLAYER 3/10"HEAT STRENGTHENED GLASS 3/10"HEAT STRENGTHENED GLASS 91 OR 92 93 OR 94 109 90 109 107 107 9U 105 6/6"Glass 105 ss, BITE BITE ERIO INTERIOR EXTERIOR INTERIOR GLAZING DETAIL SETTING BLocx , GLAZING DETAIL SETTING BLOCK 7/16"LAMI GLASS W/PVB INTERLAYER 7/16"LAMI GLASS W/VANCEVA INTERLAYER 716"NOM. 7/8"NOM. r�auerwcv►ssn a nthe Flo"3/16"TEMPERED GLASS 3/16"TEMPERED GLASS =Wow fib AIR SPACE AIR SPACE I N 7AI> 3/18"ANNEALED OR HEAT 3/16"ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS 090"DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER •075 VANCEVA INTERLAYER 3118"HEAT STRENGTHENED GLASS 3/16"NEAT STRENGTHENED GLASS 109 95 OR 913 97 OR 98 108 90 109 108 90 vawucrReraswuD d eomaiytr4vA6 dee I Wwa 105 5/8" GLASS 106 6/8"GLASS v�a BITE BITE By8 1 Mieml DaAe PioA�M Lbnlml EXTERIOR •• • • T • • •• tfLtu • • •• : • ; )CE jERIOR INTERIOR ``�.�ay 1YNN M/(4F _ • • • • ••• • GLAZING-CETAR, 0••s��° %K••• GLAZING DETAIL SETTING BLOCK '- *r No.58T05 7/8"LAMI I.G. GLASS W/PVB INTERLAYER 7/8"LAMI I.G.GLASS W/VANCEVA INTERLAYER `: a F.K � � ••• •• ••• u."ts '•, t e IGF :'W a xocrcw�snos • :• : +oro rrcxni�oornfuvr QLAZING DETAILS _ . •.,gftosnoA' •M011t7M1>♦tLWo r1 ,. �t�: JA o0vro NOCH eM MIS •• •• � po egxtasv ALUM.FRENCH DOOR&SIDE LITES IMPACT ''gSSIC)NA� oow HoxautdFl ware '"F Flll 2 a 12 8000 11 A.L1�t�fill R11LLL�BP.E. l;K. tvzsroe t.r. /eros . . . . . . . . . . ... . . . ... . . Table 1.Maximum Design Pressures(psf) OVERHAN . Height In LENGTH Allowed ( ) OVERHANG � Conflguration Width(In) Glass 913/4" HEIGHT Types 79 3/4"( 8) 83 34,(70) 87 34" Q �S A,E +70.0 -80.0 +70.0 -80.0 +70.0 410.0 +70.0 -80.0 +70.0 -80.0 X 37 (3°) +100.0 -100.0 +100.0 •100.0 +100.0 -100.0 +100.0 -100.0 NOTES: French C,G +100.0 -100.0 1.IF-USING THE OPTIONAL LOW-RISE SILL Door A,E +70.0 -80.0 +70,0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 (PART 10,SHEET 8 OF 12),THE XX 71 3/4"(6°) OVERHANG HEIGHT MUST 8E GREATER C,G +100.0 •100.0 +100.0 •100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 THAN THE OVERHANG LENGTH(SEE DIAGRAM}.IF NOT,THE MAXIMUM A,E +70.0 -80.0 . +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 POSITIVE(+)DESIGN PRESSURE Is Full 36 11118" LIMITED TO+[f0.0 PSF FOR ALL STYLES Jamb C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100,0 +100.0 •100.0 AND SIZES SI THE DOOR AND ANY ADJOINING DELITES.(REF.FTL5941) 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 8idelite 33 11/18" C,G +100.0 -100.0 1+100.0 -1D0.0 +100.0 400.0 +100.0 -100.0 +97.4 -97.4 Narrow Jamb A,8,E,F +70.o -60.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 180.0 /aOgUCI rlF.V(S80 O o'w11Y.lLe PnrWA 3611/16" C'G +100.0 -100.0 +99.9 -99.9 +96.3 -'9$.3 +91.4 -91.4 +87.9 -87.9 " DH +100,0 -100.0 +100.0 -100.0 +100.0 -100.0 +100,0 -100.0 +100.0 -100.0 Table 1 a.GIs T ISI ICl Test amort Number - 116"LAMI( 4(rA,. 90 PV 3/16-1-13) P111-4311.4312,431 B-7/lir LAMI(3/16"HS,.090 PV9,3/18"HS) UPGRADE FTL4311,4312,4313 C-7116"LAMI(3/16"A,.076 VANCEVA,3/16"HS) FTI.4527,4528,4529,4630 D-7/16"LAMI(3116"HS,.075 VANCEVA,3/16"HS) UPGRADE FTL4527,4628,4529,4630 E-71&'LAMI I.G.(3/16"7,114"AIR SPACE,3/1&'&.090 PVB,3/16"HS) FTL-4311,4312,4315 pRODUCT FIEWWRD awvlrws whh dr Florlda F-718"LAMI I.G.(3/16"T,1/4"AIR SPACE,3/16"HS,.090 PVB,3/16"HS) UPGRADE FTL-4311,4312,4315 Bwmiftco& - O NO G-718"LAMI I.G.(3/16"T,114"AIR SPACE,3/16"A,.075 VANCEVA,3/18"HS) FTL-4527,4528,4529,4530 p� H•7/8"LAMI I.G.(3/16"T,114"AIR SPACE,3/16"HS,.075 VANCEVA,3/16"HS) UPGRADE:FTL4627,4628,452%4630 Miami r).&Pm&jd aot ,Il,uu •• ••• • • • • • •• `�`paI LYNN • • • • • • • • • *: N°.68705 Pw IMMs TANS rmARn+rwow •• 000 • DESIGN PRESSURES ��` FLORrOP JA oanw ° • 8 •• • • t No wnrtrvr % Sl •��`� ftmm�cJA or9vto o WCFN eeatN�ealE :. . .. po,apx+ezo ALUM.FRENCH DOOR Vl MELIM,IMPACT' �Np1 a •••i -0 0 • •N 166.9,f1 s147d M11i1b°'� ask a adw A.LY%l�/ILL�A P.E. D-ftF.K. 17129/04 L.T. 4Av05 - fOToO NTS S " iZ 8000 11 E FL P.E.4 68705 ••• • • • • ••• • • ••• • • • ••• • • r-73 73/78"MAX.WIDTH--+� 110 5l8"MAX.WIDTH� � 145 3l8°MAX.WIDTH MAX HEIGHT° ALL ALL Lj I X OR XO OKO OXXO(SHOWING EACH VERSION SIDEI,IT 37° 38 11/18° 3611/18" MAX.WIDTHMAX.WIDTH MAX.WIDTH 26"MAX. HT19/4"MAX.WIDTH 26" 33 3/16" fMAout�nevtssP DLO ALL X MAX,DL O �\v11A IM'Rlatdr UNITS =two \5 DLO ALL 791/8" i PR�� NtF ekdda • edldio4 CadeNo 1 Miami Dade Rrodnei Cantrot� MINI! X ••• ••' •' '• '•• O(FULL JAMB) O(NARROW JAMB) ` `�` .. .—... NOTES: • • • • • • • • • *; No.68706 1.CONFIGURATIONS WITH SIDE LITES G'A{O BE flttR NMROUOJAM§OA FdLL JAMB VERSION. 2.FOR ANCHOR SPACING AND DETAILS SEE SHEETS 9 THROUGH 11. 3.FOR VERTICAL SECTIONS SEE SHEET 6 AND FOR HORIZONTAL SECTIONS SEE SHEET 8. a W.Wa 10pLW a nn nua eh 1011�oovoxrve EXAMPLEELEVATIONS �` ''• FCOR\OP•' �j��` e11w nro nu er ` '�'_' • a ALUM.FRENCH DOOR&SIDE LITES IMPACT �SS/ONA� as d Nocx�koasmssh H4 •• • • •• • pA g�rapg ae+s ,,, A.LY IL P.E. N NOI�dIAd,ft 71T71 F0760 NTS 4 s 12 @000.11 E FL P.E.#68706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A VERTICAL SECTION B 1 NARROW AND FULL OUTSWING HEAD JAMB SIDE LITE HEAD q 61 6 4 oR 7 23 6 5 ORIGINAL VERSION TOP RAIL E 8 21 ALTERNATE VERSION TOP RAIL C D C MAX,DLO MAX.DLOJ—T MY6uuC9'NRV IRxO w•e�iMlyln�wul:tMe f7e� EXTERIOR INTERIOR EXTERIOR INTERIOR YYYYAA1Ii�i� -1 AAAF- MAX. MAX. HEIGHT HEIGHT ORIGINAL VERSION BOTTOM RAIL 22 ® (Ell ALTSRNATB VERSION BOTTOM RAIL t1GT RKNswBD 2 alns� d>e Florida *112 3 7 �nlnrr • ••• • • • 30R Z • • • : : ::-�...... ;�0-'l?.•�,�CENBF'•.�F'A VERTICAL SECTION C + •• ••• VERTICAL SECTION D • • • • • • • *: N0.58705 NARROW AND FULL ••• •• OUTSWING SILL AMB SIDE LITE SILL p..we gip`•, 0-T o s �opp vow PA fW 2Ve 8 3 8MONW. 'Rnv BOrgllUNBiCIRwIpM • �;' •••.!�LOR�DP••Gi\� • • • roro>eoorcx,,,e VERTICAL SL�CTJQNS Na :•• :�'r��" ALUM.FRENCH DOOR B SIDS LfTES IMPACT S�pNAI. aR' oxmto o �acu�nae9rmae • • • •• • fp.e*+[f678 t ••• • • • •xoxawa,fts4rr4 •'"t °� '""t'0- A.LY�II� `MIl'.�.�R,P.E. FK. 19/13/01 �.r. iieroB Torso i/2 S 1Z 8000-11 E �LP.E.N887o5 • • • • • • • • • • OXXO HORIZONTAL SECTION SHOWING(1)OF EACH SIDE LITE TYPE + 1 I 1 1 53 52 26 20 106 20 SEE NOTE 81 1 82 6 6 ' 5 Au 29NOS ASSEMBLY HARDWARE QTY(3),11" $0 FROM TOP&BOTTOM AND ONE AT MIDSPAN 46 DETAIL J 30 INTERIOR 20 5 26 SLAB AT. 27 flnenuCrKavla�p GLASS BED 1 8Awwmw Pig 3 u+ wNe=u►fker,,ih o.a DETAIL G STILES AT ASTRAGAL' DETAIL F •o$ +5 FULL JAMB SIDE LITE (AT HINGE JAMB) EXTERIOR 6 82 81 SEE NOTE 6 82 81 SEE NOTE 5 5 1 20 106 20 1 106 - 6 PRODUCrRIdNBWED $0 7 ufldine CD& YI IEe Flald. 30 27 20 nu, .ae rr.m a oaarol oceptanm No 80 27 • •• • • • 29 $3 29 70 \♦♦�♦o 0\KN SE 111 ; ••: : : 83 1 .. :•: P@'i'AIL EE DETAIL I DETAIL H . . DETAIL K JAMS,FULL JAMB JAMB,NARROW = �;' yg�05 NARROW JAMB SIDE LITE •'• •' HMGE JAldl O HINGE JAMB SIDE LITE JAMB SIDE LITE :� �0 � ua,= (AT HINGE JAMB) (NOT SHOWN ABOVE) - (A*,o+� � .•'� AK fWI81M Al NDNMMOa 8N 000 •• 000 • �° ` ••' 9SPSE'a HORIZONTAL SECTION DETAILS Idle OOYORlVF i<` '"'•......••' fG Wfa'P.Wro oesew "° a • •• • • • ' ' 'n,,4,6 ALUM.fiRENCH DOOR&S1DE CITES,IMPACT �''�i�SSIONu�P;. R oVsdto p xoawefE9 rrna •• • • ••J • Aa fezo enc r,,,,,re A.LYNII(M{I�I et4 P.E. •NpKaIU ftarar� Pomo 1/2 8 a 12 800011 E FL P.E.#60705 FJG 11/29N/ LT. M!4tl6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • j �{ypy T�si s� $s �7>••i7i� Z 4�,�y� USW hL f 3 < 3 b � S i ZSS Z � � W lug m 5 F p q 00 Ig f � $ < z �33 $ � 8 m � qh s � Ax3y�°K g3SS55� � nz g a 1; _ ms F. . RSA $ 06 80 $ 0 0 El L91 •! • . - • • � •$ 0000•• s • • o • • ' 0000•• • r••••• x k •0000• � ® �� � � � � � � �� 5 � � � ��� X � �_ • - � � � • •• � 0000• • • c > 3 t r = 3 = • • �� x x > <• • 0000•• 13 X33 `< w � w3 pia _ ' a � m IR $ $ ` Y --I 1,278 I-- -.ofiz .062 050T 2.236 1.180 1.000 4.027 a..L .583 1 1 tt 7.033 tt 3.838 -.4 1.353 060 .040--+ '_T t T I- 3.838 1 1 #8006 6063-T6 #8003A 6063•-T6 #8004C 6063-T5 ® .1__ #8008 6063-T5 #8007 6063-T6 O �) FRAME, HEAD, JAMB O OUT-SWING SILL O OS SILL COVER O DRIP CAP O SCREW COVER AND SIDELITE SILL 1 N- 074 .082 2.� � r1.940 I -�-- 1.36 1.498 .583 111 .050 T! __ -3.636 1 3.990 ---i 050 6063-T5 8017 6063-T5 O INSTALL PLATE ® 10 OUT-SWING LOW SILL#8056 6063-T6 20 #8012 6063-TS STILE3 # OP SWEEP � �,yiy•we a.n.a� 1.938 .100 1.938 .075 T 050 o� • 1.467 :797 i� 8.250 4.434 2.240 #8013 6063-T6 I 22 #S #8 016 6063-T5 BOTTOM RAIL 21 TOP RAIL rS 24 BOTTOM SWEEP } RODucr kw mm .076 `I Yir46 W Ntle PlofWs 075- id 1.9Ij38 .100 1.938 1 r8bece NO C? 70 Doe irnl Dade t.Oilb1 S r» 8.260 I 4.434--=i W 2.644 56 #8013A 60§1-Tp.. #8014A 6063-T5 26 #8015 6063-T6 SYN M/j BOTTOM RAIL, LACE BOLT QE��� TOP RAiL LAG BOLT DESIGN ASTRAGAL �` ' �e •• •.• •• • • • •• ;*; No.58705 f.K 1NI2P7 B f.TCIRiDEBFMSA • •a• •• ••e • • ewp %� g1'A1E 2 ,. • . • . fo�iEBrwoBDOYOnn� EXTRUSION PROFILES ..FtoR`Q. �. rA 6aat�o• c • • • • • �';Nt76 ALUM.DRENCH DOOR&SIDE LITES,IMPACT SSIONAL JA df ro B xoesniasnelr• • • •• •POBpff6te ••• • • • •Y�NIf.Pt 9127! �t xe RK A.LYNN I�AILL�R,P.E. 4/19/06 L7. 4(aw s0760 1/2 8 r 12 8000•it E FL REIN 68705 • •• •• • • • •• •• ••• • • • ••• • • .142 �1.812---^-I 742 .076 f+-- 2,280— +-� 076 '3 3 I�1 th.�✓_S�'-� "--��1 —.100 1.000 �--1.783-�') {'"-2.430---+-{� -1. .30 27 #8021B 6063-T6 28 #8020A 6063-T6 29 #8018 6463-T5 30 #8019A 6063-T6 37 #8039 6063-T6 GEAR HINGE,JAMB GEAR HINGE,COVER HINGE, BACK-UP GEAR HINGE, DOOR TRUSS CLAMP .082 .125 3251 3.77 r050 ,325 1•{001 .438 I �^' 2.822_—.{ .1251 060 �- 3.636 .I 1.836 ,4wauCr wsyop rwooll #80286063-T5 #8056,6063-T4 mlvr�* 8 61 64 70. #8010 6063-T6 8d #80338 6105-T5 ��t1-O r SL HEAD TRIM Q SUBSILL•,OPTIONAL O ARROW SL JAMB (9 FD ASSY BEAM .046 .040 S___ 6RO1,11NEWED4 ,045 37 -2.313—�- h eb�Florid,80451 .9571.060#8022 6063-T5 #8026A 6063-T5 #8023A 6063-T5 #8024A 6063-T5 #8029 6063-T5SLBACKBEAD 1U7/16"BEAD 108I.G.BEAD "�dOo° tm BACKBEAD SL JAMB TRIM iiuli ••• ••i i i ••• i i ••• VNN �yMQ��!���� • • •• • • • • • ''.6N3e • • • • • • • • • • �' 0,58706 rrs lw a tMPP rrFusa �y EXTRU310NPROFILE3 °mow imw ° • ALUM.FRENCH .DOOR&SfOELITESIMPACT '�,SSI�NA4,V•`` art o a p noa4�rioaattueaHe� •• • • •• • RGAQXt61Dlooft a,,,�,„ ,r A.LY�IP MIlL���2,P.E. —H f-'--•'—^---'•--���--- •NQ 1 FL.174 PX 1?/23W L.T. 5;;S _ F0760 1/2 8 d 12 8000-11 E FL P.E.N 56705 • • • • • • • • • • ••• • • • ••• • • 7it �1 L3 11" 11" 11" 11" 3"MIN. HEAD&SILL 3"MIN. -HEAD&SILL ATYP. ANCHOR 7 ATYP. ANCHOR CLUSTER CLUSTER 10,571" (TYPICAL) (TYPICAL) 10.671' MAX. MAX. ! 0 C. ^���^ 0 C, A JCHORS '8-500' 0" J �� NC S 8.500" �'RS �L® HT, QTY. MAX. H . QTY. H QTY. MAX. H . QTY. 963/4"-(6) D.C. 95 3!4"•(8) 95314--(6) O.C. ® ® 96 314"-(8) 91 314"-(5) 913/4".(8 01314'-(6) (2)EQ, (3)EQ. 913/4"-(8) 87 314"-(6) 1 87314'-(8) 873/4'-(6) SP.TYP• SP.TYP• 87314'-(S) 83 3/4"-(5 -(7) 833/4'-(6) 83 314"-(7) 79314"-(5) 11`) 83 3/4"79314"-(7) 11, 79314'-(5) -1T1" 793/4"•(7) 11" salfc—I'le (D DETAIL (CONCRETE) A DE AIL P(WOOS A DgTAIL C(CONCRETE) 1SEE NOTE 6DETAIL Q(WOOD) A (SINGLE PANEL) (SINGLE PANEL) (2 OR MORS )PANELS REGARDINGAPPLICABLITY (g OR MORS PANELS) ANCHOR TYPES: ANCHOR TYPES: ANCHOR TYPES: OF ENCIRCLED ANCHOR TYP98: 1 OFt 2 2 OR 3 1 OR 2 ANCHOR 2 OR 3 LOCATIONS ANCHORAGE SPACING REQUIREMENTS: +' « 1. DETAILS A AND 8 ABOVE REPRESENT ANCHORING OF SINGLE X DOORS,OR INDIVIDUAL SIDE LITE O PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS,SINGLE X DOORS,NARROW JAMB OR FULL JAMB SIDE LITE PANELS,FOR MULTIPLE-PANEL y 4� INSTALLATIONS OF TWO OR MORE PANELS, UNLESS OTHERWISE STATED,DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2.ANCHOR TYPES;I-1/4"ELCO ULTRACON 2-114"ELCO SS4 CRETE-FLEX 3-012 STEEL SCREW(G6) A CONCRETE SUBSTRATE USE TYPE 1 AT 13/8"MIN.EMBEDMENT OR TYPE 2 AT 1 3/4"EMBEDMENT. 1 3/4"MIN,EDGE DISTANCE FOR BOTH. WOOD SUSTRATE-USE TYPE 2 OR TYPE 3 AT 1 318'MIN.EMBEDMENT. 3.§INGLE eWEL C9hF,IgU TIONS:(DETAIL A,CONCRETE SUBSTRATE. DETAIL B,WOOD SUBSTRATE) ®HEAD AND SILL......W MAX.FROM FRAME CORNERS. pROI)tXT RENUMID JAMBS..................„,11”MAX,FROM FRAME CORNERS,18,600"MAX,O,C.CONCRETE SUBSTRATE(DETAIL A)AND 10.671"MAX.O.C.WOOD SUBSTRATE(DETAIL 8). Vol 14'yokwoovdA 1th"� Atapw,m No 4' 4.TWO QR MORE PANEL CONFtOURATIONS;(DETAIL C,CONCRETE SUBSTRATE) p°Pd / HEAD AND SILL.,,,.,6"MAX,FROM FRAME CORNERS,AND AT 3"AND W MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 4). Mimi Dar un crontrol JAMBS 11"MAX.FROM FRAME CORNERS AND 18.600'MAX.O.C, 5.TWO OR.ORE PANEL CONFIGURATIONS:(DETAIL 0,WOOD SUBSTRATE) i ti i 1 t t HEAD AND SILL...",8"M&X.FROM 1`22AAF.00*EGS,J.NISA4",8",9'AND 12"MAX.ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS(CLUSTER OF 8). \0. ' •;Fp PLUS GNCIROLGD ANOMORS ONJTSII*CLUSTERS,REQUIRED ONLY ON PANEL WIDTHS OVER 27 314". .* JAMES.....................11'MAX'FRO �.�•�p ERS'A,�,1 T'MAX.O.C. = *•' No.58705 ••' •�i�R!lR�yCOR� A"Y Q� ^'b••• A• ya p�H '�` NOIN - o,,.Ya� %�� STATE OF AK t•Y?Nb a R8w6EAA�11SA1 P,�F MlDRB�IBBNO A. �i�L�'•• FCORI�:•'' xwowfo7076gINO1.o0vO/en5 ANCHORAGE SPACING , r mnw c /3ox4%iBlius&w •' • ' ' • hOMMIS.a34M wr V.ws, s o T TovixtQpw •• • • Pns ,� ALUM.FRENCH DOOR&SIDE LITES,IMPACT t'tt 1 JA Npfg41/9FL lIY7< o "'"" o..wre A.LYry�!IIAtiLt�R,P.E. R.K 1fy2SIA?t L.T.am. —as 4/Bl08 P0750 1/4 10 a 12 8000 11 E FL P.E,#68705 • • • • • • • • • • • •• •• • • • •• •• ®' CONCRETE ANCHOR WOOD ANCHOR, 1/4"MAX, WOOD ANCHOR, CONCRETE ANCHOR SEE NOTE 1 OPTIONAL 4RE .l� ) 1/4"MAX, SEE NOTE 2 GROUT SEE NOTE 2 OPTIONAL 114•MAX. GROUT, SEE ORO(!T, SEE 84 1/4"MAX. NOTE 5 84 SEENOTES GROUT NOTE 6 SEE NOTE 6 j '.{.:Lt. i..�; :'7 ;t,EMBED. ''I"' `':'?:•i r N EMSED. `':" v. SEE® �,_3.4KSIA4IN. �:; SEE 13/8" � 13/6e. :;j `r NOTE 1 CONCRETES"� ,'r'• NOTE 1 MIN. 2x WOOD,SEE MIN. 2x WOOD,SEE e' +. . i,: .;�,'` NOTES NOTE 3 TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL IT TYPICAL SIDE LITE SILL OPTIONAL SIDE LITE SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) EXTERIOR INTERIOR (ALL HEAD 8 SILL SECTIONS) KS�1 AI t r EMBED. In 114"® i CONCRETE' (n,- SEE® •+Il 4 KSI MI1S} 'i rJr::EMBED. MAX. t" " -;,;; NOTE 1 � CONCRETE' ' ; SEE SHIM 2x WOOD 1318"M�. .1% 'NOTE 1 �" SEE NOTE 3 ArrYMpr.ram 15 IXWOOD SEE NOTE 3 1/4"J 114"MAX MAX. SHIM ® SHIM CONCRETE ANCHOR,SEE NOTE 1 &CONCRETE ANCHOR SBE NOTE 1 ®WOOD ANCHOR SEE NOTE 2 PRODUCT RENF.WRO as oomplyft with*4 Florid. ® TYPICAL DOOR&SIDE LITE HEAD oulmiAcup�& O NOTES; 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY APPROVED ELCO 114"ULTRACONS OR 1/4"884 CRETE-FLEX. MIN,DISTANCE _ FROM ANCHOR TO CONCRETE EDGE IS 1314". MIN,EMBEDMENT:114"ULTRACON-13/6",114"884 CRETE-FLEX-13/4". µi•„i Dade produG Co a 2. FOR WOOD APPLICATIONS USE#12 STEEL SCREWS(06)OR ELCO 1/4”684 CRETE-FLEX-1 316"MIN.EMBEDMENT FOR EITHER. 3.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 112"THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE i i i i r i i AUTHORITY HAVING JUR4UCT"VAW).• • • • •• NON LYNN 4,FOR ATTACHMENT TO ALUM:THE MATt 3<wAlt B A IN•S NGTH OF 8083•T6 AND A MIN.OF 1/8"THICK. THE ALUM.STRUCTURAL MEMBER SHALL BE OF A SIZE TO �` PROVIDE FULL SUPPORT O TH I ocENaF I E�O� jAtit, i 11 0 TMAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SMS y� WITH FULL ENGAGEMENT INTO:H I AU?M•IFATME4 RIIl E II RARE MET,THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN _ No.68705 ON SHEET 10 MAY BE USED. _ 5. IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NONSHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS) Q( MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBS E.AND TRANSFER SHEAR LOAD TO SUBSTRATE. /o Z1I Ax rarrsroe e ••• • • a+a+." �O�'., STATE OF l�j; k oM KVIOP • • 1070�N01aasre ANCHORAC3E DETAILS F�,•.F<OaloA..•'��?. {a ovsard 4 .• • • nroKOtr$is tasat ALUM.FRENCH DOOR&SIDE UTES IMPACT �S/ONAL E��`� i r�: n,• i 't" A.LY�•�I(I td IakR,P.E. 117 fi.16 17i73AM L.T. 4!&05 71L$014 f07tao 1/4 11 +12 8000?? E FL P,E.#88706 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Gj EXTERIOR INTERIOR (ALL SILL SECTIONS) CONCRETE OPTIONAL OPTIONAL ANCHOR, SEE NOTE 1, 84 84 CONCRETE SHEET 11 ANCHOR OOD® WOOD ANCHOR, ANCHOR ® V4"MAX. A 89 NOTA P, ® SEH NOTIE 1,SHOAT 11 SEE NOTE i, GROUT. H 11 114"MAX. SHEET 11 w„ 114"MAX. t :- 114"MAX. GROUT, I '-' SEE NOTE GROUT GROUT, SEE NOTE 6,�} 6,SHEET 11 _ ® SEE SEE NOTE - •J SHEET 11 ) NOTE 5, 5,SHEET 11 SHE Tlj EMBED. T �� 3.4k&I bAIN. : .' +z;' j•. ..J. KS(MM: 1 3/8" ' 2x WOb 1 31B" •..`VJMD Tr RE NOTE 1, i.,.:;z ;• i:,.,w.; sea NOTE 1, 2x _ SHEET 11 ;,C'ONCR'ETEy.` ,-: { ;e';:-CONCRETE SHEET 11 ® MIN. SEE NOTE 3- MIN. SEE NOTE 3- :: SHEE71j SHEE71 !_- TYPICAL DOOR SILL OPTIONAL;DQOR SILL TYPICAL DOOR SILL OPTIONAL D_O.OR SILL (DIRECT TO CONCRETE) (SUBSILL TO CONCRETE) (DIRECT TO WOOD) (SUBSILL TO WOOD) MliOl\LQf g1iV EMSED. EMBED. �MI ® SEE ® SEE CONCRETE CONCRETE NOTE 1, NOTt 1, ®ANCHOR, ANCHOR, j a,s , Ira SHEET ii SHEETII SEE NOTE 1, 1 SEE NOTE 2, INTERIOR ,..; sHEE711 MIN,- SHEET111 (ALL JAMB SECTIONS) t' '\ CONCRETE EXTERIOR '' ANCHOR ,- SEE NOTE SHEETII 3.4 KSI MIN.',', .:.:; .:. j CONCRETE •:' OR 1.6 KSI 3.4 KSI MIN. i;y=:�_:.`: MIN.CMU ; •; CONCRETE .ti;,•,'. ..: 2x WOOD, RODUL ReNBWRD SEE NOTE 3, m coNpiyL,g witlf the Pbtld• ® 1 1x WOOD, SHEET 11 Rulidtnp Codejhp��a SEE NOTE 3. SHEET 11 1 1/4"MAX.SHIM---4 1/4"MAX.SHIM--4 114"MAX.SHIM �+- Mimi lDMe Pcoduct COquol 111111 ry •• ••• TYPICAL DOOR&SIDE LITE JAMB • • • • • • • • • ���Op1V LYNN,//Zz�1/11/ •• ••• •• • • s •• "*' Nu.$8705 - 7k • • • •• BWdxtAMpA4 �7l'lYtP6B0 ,•tlL g1'}71tR10N•. i> �% t\ FSTATE OF XK i , ANCHORAGE'DETAILS O "�tytretor • • +oroT6pIMOV.gOYINtIVF ouawa a A° *"'"'"'"� ' " •s• • faequc+uo ALUM.FRENCH DOOR&SIDE LITE'S IMPACT ''�, D►VAl,\t\ sac.: a.+wM. A.LY1�I141tG@LIT,P.6. F.K. 1TiA80?0 L.P. 465 fOr60 1/4 12 r 12 b0001 i E FL P.E,IY 88705 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Javier Munoz 75 NE 98th St. Miami Shores, FL 33138 July 21, 2015 Mr. Tom Benton Miami Shores, Village Manager 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Dear Mr. Benton, By means of this letter, I would like to make an official complaint against Building Official, Ismael Naranjo - currently employed by the Village of Miami Shores. Since the purchase of our home, we have invested a large sum of money in renovations to make it more comfortable for our family and aesthetically pleasing for our neighborhood. On each occasion, corresponding permits were requested, and we have acted swiftly whenever your team has asked us to act upon any needed exterior work (power cleaning, trimming, painting, etc. ) . My family and I take pride on how well our house is kept and value the work that you and your team do to keep Miami Shores Village looking beautiful. In May of this year, we decided to replace the windows of our house for impact resistant ones. We hired the same contractor that had changed our patio sliding door in 2012 as they had done an excellent job and continue to be highly reviewed by all their clients. At this point, the contractor brought to my attention that his company had been previously involved in an incident with the Village's Building Official that had been resolved after informing your office. I did not give this much importance at the time. Before the job started, scheduled for the week of May 25, 2015, I had made arrangements for my wife and my 5-month old baby to stay in a hotel. I took a week off my work schedule to be in the house with the installers throughout the project, to make sure the work was seamlessly completed as requested. Pages 2 and 3 cover the summary of events. Additionally, see referenced email correspondence on pages 4 through 10. I kindly ask your office to review this matter in detail and advise on a date and time for a meeting with yourself or an appropriate Council member. I would like the following to be addressed: a) Mr. Naranjo's dismissive attitude towards me on the day of the progress inspection, b) his failure to identify a plausible reason to fail the inspection (changed three times) , c) the solutions he offered are excessively punitive and positions him as the sole arbiter (conflict of interest) . It is my belief (and what seems evident considering the outline of events and hard evidence) , that Mr. Naranjo' s negligence is a blatant act of retaliation for the contractor's previous complaint to your office - this signifies deliberate and intentional acts of official malfeasance that have caused unnecessary stress on me and my family. Concurrently with this official complaint, and to be as transparent as possible, the contractor is in the process of filing a complaint with the Miami-Dade Building Board of Rules and Appeals which includes photographic evidence and two private inspections carried out by licensed Engineers and Contractors. I respectfully ask for your assistance in addressing this matter and getting back to me at your earliest convenience. Sincerely, Javier Munoz 305-764-4787 cc: The Honorable Alice Burch The Honorable Steven Zelkowitz Mr. Richard Sarafan Mayor Vice Mayor Attorney Progress Inspection (5/27) - Inspector was rushed, carried out inspection very quickly, seemed like he had decided on a failed inspection without properly looking at the work. - When installers asked him what was done wrong, all he would say was, "it' s not installed as per the product approval, wood buck is needed on all frames" (initial reason) . - I was in the background, and when the installers introduced me to the inspector, he seemed rushed and dismissive. When I asked him for an explanation he said `the windows are not installed as per product approval and need to be removed and re-installed' . He would not provide me with a reasonable explanation, so I asked him for the name of a person I could talk to at his office and get another inspector to assist with a second opinion. I also explained to him the situation with my family (5-month old daughter) , to which he responded, `that is not my concern, I have completed the inspection' . - No stop order was issued during inspection. - I clearly told him that his attitude was not appreciated and, once again, I politely asked him for the name of a person I could talk to at his office. He responded that since he was the building director, ultimately, it was his decision, and that the job had not been well done. Correspondence (refer to the attached) - The inspector initially denied being the inspector when asked for an explanation by the contractor; when a scanned copy of the permit was sent to him with his signature on it, he acknowledged he had signed it and again insisted that the installation had not been done "as per product approval". - The contractor explained to him that, as per the product approval, the windows can, in fact, be installed directly into the concrete and wood buck is not necessary with this type of construction. The inspector agreed that they can be installed directly on concrete, but then claimed that the shim space was larger than '-A" (different reason) . - When both myself and the contractor asked him to please return to see the work, where we could show him that this was not the case with the shim space, he responded again with `they were not installed as per product approval, all windows need to be removed for inspection' . - I informed him that I would like to have a meeting with him and the Miami Shores Mayor / City Manager. He replied to this request by asking for a private meeting at my home (6/3/15) - I did not feel comfortable and told him I would be in touch with his office. - Even though I declined to meet with him, he still proceeded to go to my house and knock at my door (6/4/15) . My mother, who was taking care of my baby, was home and opened the door for him. He explained to my mother that he wanted to speak to me privately. When my mother asked what this was about, he told her that the contractors had not done a good job and he wanted to speak to me privately. He then issued a stop order. - I had a private inspection done by a Licensed Engineer, he confirmed that the product was installed correctly and the job was well done (6/23/15) . - I asked the inspector for a meeting at my house together with the Engineer, where he could spend more time looking at the job, the installation photos and hear from the Engineer. Meeting with Engineer and Inspector (6/30) - During the meeting, the inspector did not comment on any of the pictures and maintained his position on how the windows were not installed as per product approval. We offered to uncover an opening to provide further evidence why the inspection should result in approval, which he declined and provided three highly punitive and unreasonable options. - I convinced the inspector to do a walkthrough of the house. During the walkthrough, he did not provide any feedback even though the Engineer showed him how there was not shim space and the openings were solid concrete. - During the walkthrough (garage windows) , the inspector mentioned that the windows in this space were missing screws - the engineer opened the product approval booklet, showed him the specifications and measured the space between the screws and confirmed no screws were missing. - At the end of the inspection, he insisted, once again, that it was still `not as per product approval' His reasoning was that the pre-cast width was not sufficient to hold the new windows and that the base of the frame was not full concrete (different reason) . - Eng. Figueiredo asked the inspector to look at the microfilm of the house and confirm that the window openings were made of solid concrete - the inspector agreed to do this. - After only one day, the inspector informed all parties that the microfilm did not provide this detail on the window openings and offered the contractor and me the exact same three options I had to move forward. Munoz,Javier From- Ismael Naranjo <Naranjol@miamishoresvillage,co,m> Sent: Wednesday,July 01,2015 2:26 PM Subject: RE 75 NE 98 Street,Permit#WS-5-15-2015 Attachments: 75 NE 98 St(13).pdf Good afternoon Mr.Munoz, Thank you and Mr.Figueiredo for taking the time to meet with me at your house.I have research the microfilms for your property,unfortunately the plans do not have a detail reflecting the as built conditions of the window sills. As per our conversation these are the options to proceed with your project. 1.Your Contractor will have to expose all the window and door openings and pass the required inspections as required under section 110.3 of the Florida Building Code,2010,The inspections have to be performed by the Miami Shores Village Building Department, 2.Your contractor will have to obtained a onetime product approval based an the existing conditions of each opening. Provide a cenification frun)cto iiidulieiident etigineer certifying that the windows and doors were installed per the onetime product approval and pass the required final inspection by the Miami Shores Village Building Department. 3.Your contractor may appeal my decision to the Miami Dade County Board of Rules and Appeals as allowed under section 8-4 of Chapter 8-Building Code of Miami Dade County Code Sincerely, Ismael Naranjo,80,CFM. BuildingDirector, -----Original message----- From,Munoz,Javier Lmai!tQ;iavier,munOZ6;briti,o-dtoncomI Sent:Tuesday,June 30,20151.1:02 PM To:Ismael Naranjo Subject:Re:75 NE 98 Street,Permit#WS-5-15-2015 Mr.Naranjo, Thank you for coming to meet with Eng. Figueiredo and myself at my home and reviewing everything. Let me know if you need anything from me to get the plans of the house. Regards, Javier Muhoz >On Jun 26,2015,at 3:03 PM,"Ismael Naranjo"<Nara n lo I apmiam ishR�e.c4rn>wrote., >Yes,Tuesday,June 30,2015 at 12.013 is ok. > >Thank you. •---Original Message----- •From:Munoz,Javier[flidiltu:lijvier.mgno_zCo)ritzcaritoq.Wd •Sent:Friday,June 26,20151:12 PM •To:Ismael Naranjo •Subject-Re;75 NE 98 Street,Permit#WS-5-15-2015 >Mr,Naranjo, >Let me know if this coming Tuesday at 12moon works for you to meet at my house. >Thank you, >Javier M uAoz >On Jun 25,2015,at 8:47 AM,"Ismael Naranjo" <Na rJpI@m!amishQ[e1yjlIaILe&gm Ito,;Narae)olOrniamis 22L9JvL11A9t_com>>wrote: ........... >Good morning Mr.Munoz, >Yes,Please let me know the date,as for the time It has to be after 10:30 Am >Thank you, >From;Munoz,Javier[mailto:iavier.Mgsoz@rit2cariton.Cgfn >Sent;Wednesday,June 24,2015 5.23 PM >To:Ismael Naranjo >Cc:ENGCO@aol.com<maillo:EN(it.Uuaaol.com> >Subject:75 NE 98 Street,Permit#WS-5-15-2015 >Good afternoon Mr,Naranjo, >Regarding the open permit at 75 NE 98th St,Miami Shores >In an effort to minimize the amount of people involved and time spent in what could be a painstaking process I hope you could make yourself available for a meeting with myself and Eng.Pedro Figuelredo to review the window installation done at my house, >I look forward to hearing from you, >Thank you, >Javier MuAoz >305-764-4787 Munoz,Javier from: Ismael Naranjo <Nara njol@ miamishorewiltage,corn Sent Thursday,June 04,2015 11,21 AM Subject RE:75 NE 98 Street,Permit#WS-5-15-2015 Thank you. From:Munoz,Javier[rnailto:javier,munoz@rbcadton,cm) Sent:Thursday,June 04, 2015 11:21 AM To:Ismael Naranjo Subject: RE: 75 NE 98 Street, Permit# WS-5-15-2015 Good morning, Thank you for contacting me-I will in touch with your office in the next coming weeks, Regards, Javier MUF*z 305-764-4787 From:Ismael Naranjob%NaranW16imIam4hQECWjfiXeSpM] Soft Thursday,June 04, 2015 11:01 AM To:Munn7 Javier Subjed.RE, 75 NE 98 Street, Permit# WS-5-15-2015 Good morning Mr,Munoz, I would like to have a meeting with you regarding the window installation at your house. Thank you. Frorn* Munoz,Javier Sent Wednesday,June 03,2015 5.33 PM To,Jamie Schaffer; Ismael Naranjo; Luis Santos Subject: RE: 75 NE 98 Street, Permit# WS-5-15-2015 Mr.Naranjo- I made it a point to be next to the installers when every single window was being put in to make sure that they were being,careful enough as I noticed there was no space between the window frame and the opening-to say that there was 1/4"or even 1/8"space in between is not accurate. Who can I reach out to so that an additional/different inspector besides yourself can go inspect the job done at my house?Please let me know If this needs to be done through a meeting with the MS Mayor,I feel that we are being given the run around at the expense of my family's comfort. I look forward to your response. Javier Munoz 306-764-4767 From*Jamie SchaiNer Soft:Wednesday,June 03, 2015 5:17 PM TO: Ismael Naranjo; Munoz,Javier; Luis Santos Subject; RE: 75 NE 98 Street, Permit# WS-5-1,5-2015 Mr. Naranjo,I was at the site several times and there is less than 1/8"shim space around the windows even less. that 1/16"at many windows.The windows are very tightly installed and the precast is in excellent condition- There is not a single window with an excess of 1/4" shim space. Why don't you come back out and look again or send a different inspector.We can remove a bit of caulking and prove that there is less than 1/8" Shim space. J .Schaffer On Jun 3, 2015 4:52 PM,"Ismael Naranjo"< "v,> wrote: Mr.Schaffer,I think that you need to visit the site and see the conditions of the openings and the precast.I know the requirements of the product approvals,and yes the product approval has specifications for direct installation to concrete as long as the shim space does not exceed V however that is not the condition at the job site.Based on my inspection the windows were not installed as per the product approval.You need to comply with the comments provided. thank you, From:Jamie Schaftr(malito:iVig Sent:Wednesday,June 03, 2015 4:21 PM To: Ismael Naranjo,Javier Munoz; Luis Santos Subject: RE: 75 NE 98 Street, Permit#WS-5-15-2015 Mr,Naranjo, I am sorry, but you are mistaken, What specifically are you claiming is not in compliance?The product approvals states installation direct to to masonry is allowed.There is no gray area here. You told my installers that you wanted them to install woodbuck,but it is not required under installation option#2 for the PGT series 740 window. Furthermore,to install woodbuck would require massive and unnecessary demolition which would dehililhtr thi^structure and harm the homeowner on multiple levels. Why would you insist on the installation of woodbuck when it is clearly not called for under installation option #2? 2 Two respected engineers have concurred our inspection is to code and that no additional engineering is needed. My installers and I have combined more than 40 years experience,with over 1,0W houses installed in Dade County and all have passed inspection. It is is incumbent upon you to pass our buck inspection,which is in compliance and then give us a final inspection. Please let me know when you will be available to pass our buck and final inspections next week with no further baseless objections. Sincerely, James Schaffer Superior Replacement Window& Door,hic 3DJ2�6_1411 On Jun 3,2015 3:29 PM, "Ismael Naranjo"^-arttniol@qliamishoresvillage,,Conl>wR)tc-. OK.Yes you are correct,I did the inspection, For your information I did look at all the conditions of the product approval,as a matter of fact I even took the time to explain to the property owner and to your employees(2)the requirements of the N,O,A, As for the installation,the conditions at the job site and the method of installation use by your installers do not match with the conditions of the product approval. You may request the inspection at any time once you have complied with the comments stipulated on the permit card, we work every day except weekends and holidays,Make sure the w(ndows are installed as per the product approval. Thank you_ IsmaelNaranjo,BO,CFM. Building Director, From:Jamie Schaffer(mailto:JMi=-'§fflindDwanddgg[a Sent:Wednesday,June 03, 2015 12:29 PM To:Isirtael Naranjo,Joanna Feliciano;Javier Munoz;Luis Santos Sub)eM Fwd:75 RE 98 Street, Permit #WS-5-15-2015 Mr. Naranjo: Good afternoon, On 5-2'1-15,you went out to 75 NE 98 Street to do a buck inspection,which you failed. (See attached permit card photo). With all due respect, I understand if you were in a hurry that day and did not look at the PGT product approval Miami-Dade NOA 12-1218,09 page 2 of 10,installation option#2, where it clearly states that installation direct to masonry is acceptable. The existing precast concrete window frames at 75 NE 98th Street are the continuous type that fully supports the window,frame,not the kind of precast window frame with the "hump" which I concur needs to be removed ,and bucking installed. Thercf6tv,div conditions at the job-site are in accordance with Miami-Oade NOA 12-1218.09 page 2 of 10, installation option#2, 1 also conferred with two well-respected Florida licensed engineers on the matter and both of them told me that no additional engineering is required. Once again, I understand if your initial failing the inspection was an oversight-We are all entitled to making mistakes occasionally,so no worries, We just want tomo,ve on, Please confirm you will re-inspect the job(with no re-inspection fees)at your earliest convenience- Let me know which day of the week of June 8-12 you will be available,so that we can call the inspection the day prior and so that the homeowner,the installer and myself can all be present. The homeowner(CC'd here) is anxious to get the permit closed as soon as possible,with no further delays. 4 Please confirm,thank-you. James Schaffer Superior Replacement Window& Door,Inc. 14250 SW 136th Street- Bay# 13 Miami,FL 33186 3 5- 6 411 5 MIAMI-ME AIIAAII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES(RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRAT10N DIVISION T(786) 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w%viv.niiamfdade.goy/economy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section 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 Section (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. RER reserves the right to revolve this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "AW 740" Aluminum Awning Window —L.M.I. APPROVAL DOCUMENT: Drawing No. LVID-AW740LM, titled "Awning Window Details -- LM & SM", sheets 1 through 10 of 10, dated 08/08/12, prepared by manufacturer, signed and sealed by Anthony Lynn Millet, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, 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 put-poses 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 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,F.E. x` } NOA No. 12-1218.07 MIAMI-DADS COUNTY Expiration Date: April 11,2018 : : •'• •" Approval Date: April 11,2013 • •• Page 1 .. ... 000 0:0 000 000 .. . . .... . . .. . . . .. . 000 . . ... . • . • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-AW740LM, titled "Awning Window Details — LM & SM", sheets 1 through 10 of 10, dated 08/08/12, signed and sealed by Anthony Lynn Millet, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Ai 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 S) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series CA740P alum. projected (awning) window, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 12/07/12, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,Inc. for their "DuPont ButaciteS PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated December 10, 2012, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 12--1499 issued by Product Control, dated July 31, 2012, signed by Manuel Perez, P.E. G. OTHER 1. None. t Manuel Perez, , Product Control Ex finer NOA No. 12-1 18. Expiration Date: April 11, 2018 •• 00: Approval Date: April 11,2013 .. ... .. . . . .. .. • .. . . . . . . .. . . . .. . . .. . . . 5116`LAMINATED 7/16'LAMINATED GENERAL NOTES: SERIES 740 DESIGN PRESSURE RATING IMPACT RATING GLASSSTACK GLASS STACK IMPACT-RESISTANT AWNING WINDOW VARIES, RATED FOR LARGE&SMALL .090'DUPONr / SEE SHEETS 5-9 MISSILE IMPACT RESISTANCE u8'ANNEALEO 3/16'ANNEALEO 090`DUPONTSGP GLASS BUTAWE PVB GLASS 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO 1 J8-ANNEALED 3/16'ANNEALED GLASS COMPLY WITH THE REQUIREMENTS OF THE FLORIDA EXTERIOR39 GLASS EXTERIOR 38 BUILDING CODE,INCLUDING THE HIGH VELOCITY 60 WIDTH HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 53"VISIBLE LIGHT WIDTH(DLO) INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD 11116•GLASS SITE 11/16'GLASS SITE LITE(CAP)MUST TEMPERED. NO ANCHOR PAIR 35 35 REQ'D IF WINDOW IS 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 27-718"WIDE OR LESS B,SEE OVER R9"TALL MAX.FOR UNITS 3 3 WIND-BORNE DEBRIS REGIONS. (HEAD&SILL) SHEET 2 O OTHERWISE 4"MAX. 60 50 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, 32 32 USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS GLASS TYPE 1 GLASS TYPES 2 WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY 718•NOM, UNITS AND CONCRETE WITH MIN.KS1 PER ANCHOR TYPE, // GLASS STACK 5/16•LAMINATED SEE TABLE 3,SHEET 4. —_-- ........—-----------.,C-.-_._...---- --------- GLASS STACK 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE / HEIGHT I 1t6'ANNEALED CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE / I A,SEE 7Ji6•AIRSPACE GLASS +SHEET 2 1/8'ANNEALED OR .0w DUPONT OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO / \ 32w TEMPERED GLASS BUTACITE PVB SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" VISIBLE vs'ANNEALED THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) / / I \ LIGHT 38 GLASS SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS 19"MAX. HEIGHT EXTERIOR TO THE,%TR(4rTURE.WOOD BUCK DESIGN AND O.C. / \ (DLO) Gj ••• INSTALL4rjC)N.I3 THE RESPONSIBILITY OF THE 11116'GLASS SITE MGINEER OR/JZCHITErT Or.RECORD. 11 1 3r • .0.000 . 3 •••51 ANCHOR EMBEDMEN* fq�ISASE MATERIAL SHALL BE 4"MAX •BEYOND WAIL DRESSlE4I OR STUCCO.USE ANCHORS OF " 31 32 •:•6kWFICIENT' WIJEDME�A6&PECIFIED ON TABLE 3, B60 ..BNEET 4.NARROW JOINT VA1ANT IS USED ON ALL FOUR 6" 4 MAX. ..CORNERS OFT FRAW.fNSTALLATION ANCHORS 23"MAX.O.C. USE ANCHOR PAIR FOR UNITS . SHOULD 134 WALED.OVfML SEALING/FLASHING OVER 27-718"WIDE(HEAD&SILL) GLASS TYPES 3&4 ••STI:ATEGY FAR WATER REStWANCE OF INSTALLATION 718'NOM. • �ALLBEpOWF.BYOTwAr.W4DISBEYOND THE SCOPE TYP. ELEVATION OF AWNING WINDOW GLASS STACK 7116'LAMINATED THESE.It*Tftl.1CTI00150•• '`— GLASS STACK 0 0006H1MS AR REQUIRED AT EACH ANCHOR LOCATION 1/4'AIRSPACE 3/16`ANNEALED GLASS WHERE THIf A�bDUCT IS NOT FLUSH TO THE TABLE 1: SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 3116'ANNEALED 090`DUPONT SGP APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BEGSasB Types Sheet# OR TEMPERED GLASS SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED A 3116'ANNEALED GLASS ON THEM BY THE WINDOW. 1 5116"Lami 1/$"An-.090"PVB- 1/8"An) 6 EXTERIOR 7)DESIGN PRESSURES: 2 7/16"Lami 3/16"An-.090"SGP-3/16" An 6 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 718" Lam!. IG 1/8"An-7116"Air-118"An- .090"PVB- 118"An 7 3711/16*GLASS BITE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER 4 718" Laml. Id 1/8" T-MIT'Air-1/8"An - .090" PVB - 118"An 8 ASTM E1300. 5 7/8" Lami. IG 3116"An-114"Air-3116"An -.090"SGP-3/16"An 9 3 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 6 7/8" Lama. Id 3118"T- 1i4"Air-3/18"An-.090"SGP -3/16"An 9 31 60 ANALYSIS AND GLASS PER ASTM E1300. 32 1pplvved Al cornptAeg with the Floridn 0,,jdln!�Cod GLASS TYPES 5&6 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN Urate fir, '` DESIGNED TO RESIST THE WINDLOADS CORRESPONDING 1 E f1'.OA// o Revised 6y: Dote: Revision: MI nkI D tk psid-I i Cont TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3/o �� // y STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN LYNN r OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR GENERAL NOTES.... 1 't�• ' �G7=NSE F.p 'i y.� •� . WAS USED FOR THE EVALUATION OF ANCHORS INTO ELEVATION........ 1 � Q- ;1 � �' ' Revised 8y: Dote: Revision: WOOD.ANCHORS THAT COME INTO CONTACT WITH GLAZING DETAILS........................... 1 NO.58705 = -- OTHER DISSIMILAR MATERIALS SHALL MEET THE INSTALLATION................................. 2 REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ASSEMBLY TUBE DETAILS.............3 - 7`t a- ® Description: Drawn 8y: CORROSION RESISTANCE. ANCHOR SPECIFICATIONS............ 4 ;.b IT 9) w ~ GENERAL NOTES & ELEVATION J ROSOWSKI ANCHOR QUANTITIES.....................4 O <[! 9)REFERENCES.TEST REPORTS FTL-7081,3579,3580, �� STAT �; 1070 TECHNOLOGY DRIVE Title: Dote: DESIGN PRESSURES...................... 5-9 � 3724;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA; ASSEMBLY DETAILS/BOM..............10 ��'�� ''• FLOR10 ' �C�`� N. VENICE,OXF i52g 75 AWNING WINDOW DETAILS - LM & SM 08/08/12 ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM i ALUMINUM DESIGN MANUAL. ////S9/ONA\-�o NOKOMIS,' FL 34274 SerieslModet: Score: Sheet: Drawing No- Rev: A.L' dd4 MILLER,P.E. CERT. OF AUTH. #29296 AW-740 NTS 1 OF 10 M D-AW740LM P.E.tt 68705 INSTALLATION INSTALLATION INSTALLATION OPTION 1EDGE EDGE DISTANCE OPTION 4 DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INTO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTO METAL. AS REQUIRED PER EMBEDMENT PER ANCHOR BUCK WIDTH TABLE 3,SHEET 4 2 REQUIREMENT — 1/4"MAX 16 10 TYP.ANCHOR A SHIM TYPE,EMBEDMENT 4 13 AND EDGE � 80 89 #12 STEEL DISTANCE PER 4 - • `°• 8 32 33 18 FOR SNUBBER 24 12 83 SMS,SEE TABLE REQUIREMENTS,SEE 1 SUBSTRATE,SEE 3,SHEET 4. TABLE 4,SHEET 4. 82 4 TABLE 3,SHEET 4. .+'d a 60 e '� ' 87 DADE APPROVED EDGE 'd 1 I 1 I MULLION,ALUMINUM, 8 DISTANCE ATTACHED TO 84 (_ �} ATTACHED TO STEEL FRAMING OR 35-37 , VENT SILL VENT SILL ATTACHED TO 81 STEEL STUD. Q Q ATTACHED TO •4. 35-37 FRAME SILL 38 39 87 13 ] FRAME JAMB EMBEDMENT 1 3 22 83 70 5 VISIBLE LIGHT WIDTH(DLO) 8 EXTERIOR JAMB 81 ® ATTACHED TO HARDWARE VENT JAMB OPTIONAL ADDON WINDOW WIDTH lu • • l2 FLANGE C HEAD, �D SILL&JAMBS HORIZONTAL SECTION A-A •• 11 SEE DETAIL • ' — • Al,BELOW NOTES: VISIBLE LIGHT FORMULAS • .. ... 22 ... • SIGH3UCK • • NOTES: 1)WHEN INSTALLING WIDTH:WINDOW WIDTH-7 • HEIGHT •••• • ATTACHED TO • •0•• •••• •• FRAME&VENT 1)USE ONLY SUBSTRATE-APPROPRIATE / / \ COMBINATION UNITS, HEIGHT:WINDOW HEIGHT-7 .. .. �SI�� •••••*JAMB 10 ADDITIONAL INSTALLATION ANCHORS LISTED ON TABLE 3,SHEET 4. .•• •• LIGHT • .. . FOLLOW EMBEDMENT AND EDGE I/, I/, 10"MAX. ANCHORS MAY NEED TO BE HE46WO ••• .' DISTANCE LIMITS.ANY INSTALLATION / / INSTALLED THROUGH THE �.... (a LO) ••• •• 14 ATTACHED TO OPTION SHOWN MAY BE USED ON ANY �, _ WINDOW FRAMES AT 10"MAX. •• ••• • •• •• •• FRAME JAMB SIDE OF THE WINDOW. / FROM EACH SIDE OF THE FRAME • • . ` ASSEMBLY TUBE CENTERLINE. •• • . ATTACHED 2)ALL WOOD BUCKS LESS THAN 1-1/2' / /^ \ SEE TABLE BELOW: •; . .. • ATTACHED TO r0) TO FRAME THICK ARE TO BE CONSIDERED 1X •• ••• FRAME JAMB L OPTIONAL.UNIT MAYBE INSTALLED 89 JAMB INSTALLATIONS.IX WOOD BUCKS ARE t Additional Anchors Required on each 10"MAXSide or the Frame Assembly Tube FA BELOW—•i.— ATTACHED DIRECTLY TO SUBSTRATE. WOOD BUCKS SEE DETAIL A2, Windom Anchor Type f TO VENT DEPICTED AS 2X ARE 1-1/2"THICK OR LL A B,C&D _ JAMB GREATER.IX AND 2X BUCKS(WHEN USED) I 17" 22.9" 0 4 62 SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. 2S'.25.9" 0 1 38 39 63 WOOD BUCK DESIGN AND INSTALLATION 28"+ 1 1 IS THE RESPONSIBILITY OF THE ENGINEER Q Window Anchor Type 17 OR ARCHITECT OF RECORD.MAXIMUM Height A B,C&D 16 SHIM THICKNESS TO BE 1/4-. 17 -g 0 0 21 DETAIL N 23"-25.9" 0 1 EXTERIOR 82 Al DETAIL 28„+ ' 1 Approveda-1 cornplylna wllh the 5 Q Florida uidim ode PAC L v, 8 80 Noji l 1X WOOD ` !1!I I l) Revised By: Dote: Revision: h1 rni D dv Froductlik 19 84 SUE NOBCKSTT ; N\\ �N 'vYNN ENS•M/����,,' BY. , .•} THIS SHEET. ` Q Revised By: Dote: Revision: TYP.ANCHOR TYPE, 114”MAX SHIM N0.58705 EMBEDMENT AND EDGE Q. . Drown 8y: DISTANCE PER SUBSTRATE, a 41 `+ lY` ® Description: SEE TABLE 3,SHEET 4. CONCRETE a EMBEDMENT GENERAL NOTES & ELEVATION J ROSOWSKI PER ANCHOR i ' '• ��Q '' SA E C,' 1070 TECHNOLOGY DRIVE Title: Dote: REQUIREMENT °_ '� . FLORiOP•• �jN. VENICE, FL 34275 AWNING WINDOW DETAILS - LM & SM 08/08/12 INSTALLATION OPTION 3 �'%�SSfQ"AL����� P.O. BOX 1529 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B ////ItNl111�io\ NOKOMIS,' FL 34274 Series/Model: Scole: Sheet: browing No. Rev: IX BUCKSTRIP INTO MASONRY. A.LYNN MILLER,P.E. CERT. OF AUTH. #29298 AW-740 NTS 1 2 OF 10 MD-AW740LM P.E.#68705 AWNING (X) AWNING 1 AWNING (XX) AWNING / CASEMENT / FIXED CASEMENT (XXO) Approved mComplying withthe Film Ida IluldingCod t Date ►-• ►� �s-- 10',SEE NOTE 7,THIS SHEET KOA#! FIGURE 1: FIGURE 2; 740 SERIESEf/ A4`fa�i Undz{'raduct. nt AWNING BY �, �^ WINDOW WINDOW / /, '/' / /, •-D/ FRAME HEIGHT � ASSEMSLY — I f TUBE FRAME ASSEMBLY TUBE NOTES: 10',SEE NOTE 7, � p � 1}DIMENSIONS SHOWN ARE WINDOW THIS SHEET 740 SERIES DIMENSIONS FOR EACH INDIVIDUAL / CASEMENTEx WINDOW.FOR SIZES NOT SHOWN, WINDOW IWINDOW' ROUND UP TO THE NEXT AVAILABLE J WIDTH OR HEIGHT DIMENSION SHOWNWIDTH 740 740 / E ON THE TABLES. o ? z SERIES FRAME SERIES o °i FRAME 2 ANY 740-SERIES PRODUCT 0 c AWNING ASSEMBLY AWNING ~--- } " 3 0 WINDOW TUBE WINDOW ASSEMBLY�� (CASEMENT,AWNING OR FIXED t � o -E TUBE CASEMENT)MAY BE ATTACHED TO THE _ FRAME ASSEMBLY TUBE.FOR ALL / 740 SERIES WINDOWS,USE THE WINDOWS NOA FIXED WINDOW` FOR ANCHORAGE,SIZE AND DESIGN 00 W LL -� / PRESSURE LIMITATIONS. O [] w O • _j v M •• 3)ALL WINDOWS IN THE COMBINATION o 4 0 m Q 6 ••••• . 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY ••••x'740 S�RIE8.0 COMPLY WITH THE REQUIREMENTS OF W AWMNG ' TERIOR / f INSTALLATION SPECS }— • WINDOW •� � THEIR RESPECTIVE HOA. � 0 0 ' 1 •.0000 0000 •l�• b � � . . "V•• 4)FRAME ASSEMBLY TUBE TO BE � O N Z 0000• .. 0000 FASTENED TO WINDOW,AS SHOW IN . 740 SERIES 740 SERIES 2 0 • •••• DETAILS,WITH MIN.#12 X 1"SHEET _ •••••• AWNING CASEMENT METAL SCREWS.USE THE SAME �[ W Z -SM¢INGLE UNITS: ..�... WINDOW WINDOW' SPACING AND QUANTITY AS THE w � � C) OPPOSITE FRAME MEMBER. bnERMIAE•YfOUR WIN�30Nj j ZE MIN.#12 X 1'SMS THROUGH � 0 � jM0 GLASS?•0 INSTALLATION HOLES FRAME O W 000000 •••• FRAME ASSEMBLY 5)THE FRAME ASSEMBLY TUBE MAY 4 Z \Q 2)KNOWING POOR ANCHOR TYPE ASSEMBLY TUBE N�A 63•FLANGED ED 62'IWINDOW)OR BE N LENGTH(AS SED v AND SUBSTRATE,DETERMINE TUBE YOUR ANCHOR GROUP FROM MIN.#12 X MIN.#12 X CONF CONFIGURATIONS. o 4 LL Q TABLE 3,SHEET 4. 1"SMS -1"SM5 740 SERIES THROUGH THROUGH CASEMENT INSTALLATION 6)THE FRAME ASSEMBLY TUBE IS NOT Ln 3)FROM SHEETS 5-9,FIND THE INSTALLATION REQUIRED TO BE CLIPPED TO THE r� a N WINDOW" HOLES ® o c.r r` rn SHEET FOR YOUR GLASS TYPE. HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO N cv 740 SERIES 740 SERIES BE SEALED BY INSTALLER. FIND THE PRODUCTS RESIGN }'`' �M � PRESSURE FROM THE TABLE FRAME AWNING EXTERIOR AWNING o x ti LABELED "DESIGN PRESSURE ASSEMBLY 740 SERIES PS FOR SINGLE MNDOWS,ALL WINDOW TUBE WINDOW A FOR ALL COMBINATION UNITS, U v m L; a ANCHOR GROUPS". lu EXTERIOR EXTERIOR FIXED ADDITIONAL INSTALLATION ANCHORS CASEMENT MAY NEED TO BE INSTALLED w 0 0 HORIZONTAL SECTION C-C a a WINDOW" THROUGH THE WINDOW FRAMES AT o o r 4)DIMENSIONS SHOWN ARE10'MAX.FROM EACH SIDE OF THE o Z z ,;; WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE. c' ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION D-D VERTICAL SECTION E-E SEE TABLE BELOW: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE 1)DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS MAKEUP,SEE FIGURES 1 &2,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET 4. Addtional Anchors Required on each \��� LYNN ��!(� TABLES. Side of the Frame Assembly Tube(FAT) \ � Window Anchor Type L�CENSF •.-F.Q 6)USING THE TABLE LABELED 2)FROM SHEETS 5-9,FIND THE SHEET FOR YOUR GLASS TYPE. LL Q - Q Width A B, C& D "WINDOWANCHORS REQUIRED' " 3}FIND THE DESIGN PRESSURE FROM THE TABLES LABELED `DESIGN PRESSURE(PSP)FOR WINDOWS ATTACHED TO A VERTICAL FRAME ASSEMBLY TUBE' OR DESIGN 17".22.9" 0 0 � �: No. 56705 (TABLE 2,SHEET 4),DETERMINE TUBE, PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAME ASSEMBLY TUBE, DEPENDING ON WHICH WAY THE FRAME ASSEMBLY TUBE IS ORIENTATED.THIS 23",25.9" 0 1 THE NUMBER OF ANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY,AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR NEEDED IN THE HEAD,SILL AND SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 26"+ 1 1 b Q' JAMBS OF YOUR WINDOW. r-- Window Anchor_Type 4)USING THE TABLE LABELED W14DOWANCHORS REQUIRED" (TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SILL AND JAMBS OF LL Height A B, C&D STATE Of 13 ��� l3 INSTALL AS PER THE �o ORO' '• \�� } YOUR WINDOW, C� INSTRUCTIONS ON SHEET 2. a 17„-22.9; 0 0 i ��/ At- 5)INSTALL AS PER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WINDOW FRAME INTO THE SUBSTRATE MAY BE REQUIRED(SEE 23 -25.9' 0 1 il�r QnA14LE �,�� SHEET 2),AND THAT MIN.#12 X 1"ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLY TUBE(SEE DETAILS ON THIS SHEET). � 26"t 1 1 A L R #687 6 b.E. P.E.#bt170b TABLE 2• Window Anchors Required approvedI conCRICgw{ththe rlcrtda uld"1911 -c Window Wldth(in) DM �` r under 23" 2 15 16 2 -7/8" 30-3I4" 32" 34' 3 " 46" 1!8 60" A#- L- AS nil Dndz Product, Anchor Group Anchor Group Anchor Group Anchor Group Anchor roup Anchor Group Anchor Group nc or Group Anchor roup Anchor Group— A B C&D A B C& D A B C&D A B C& D A B C& D A 8 C&D A 8 C& D A B C& D A B C&O A B C&D uy '` ' Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 under 23 —H Jamb 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 > k: 25.15116" Jamb 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Head/ ill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 4 6 4 6 6 4 TABLE 4: 39" Jamb 3 3 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 6 6 4 6 8 4 Head Snubber Locations 54.5/8, Jamb 4 5 4 4 5 4 4 5 4 4 6 4 5 8 4 5 6 4 5 6 4 5 6 4 Glass Type: HeadlSiil 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 6 4 PVB(Types 1,3&4) SGP(Types 2, 5&6) oat Jamb 5 6 4 5 6 4 5 7 4 6 7 4 6 7 4 6 7 4 6 7 4 Head/Sill 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 None 20"max.from each end ti Required &20`max O.C. � a 63" Jamb 5 6 4 5 7 4 8 7 4 6 7 4 6 7 4 6 7 4 6 7 4 SAMPLE CONFIGURATIONS: �° (/? 3�' I 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 " 5 7 4 6 7 4 6 7 4 6 8 4 6 8 4 6 8 4 v oO o 87 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 x Q 6 7 5 6 8 5 6 8 5 7 8 5 7 8 5 1 !X\ N O 72' 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 76 6 7 5 7 8 5 7 9 5 7 9 5 0 Z J Q " 2 2 2 2t9t 2 2 2 4 4 4 X� p�0 d • • " ; J .8 5 78 10 510 0I 2. 2 22 2 2 I-- :V§g.TjiIS TA7 ttM ALL WINDOWS PER THE ELEVATIONS ON SHEET 1.DIMENSIONS SHOWN ARE WINDOW TIP-TO-TIP.FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH X` O O O 0 � 4g HEIGHT DWNSION S*Qt"ON THE TABLE.00 1 F" . X O Q •"" • Min. Min. Anchor J j '�, • / W � •133ibA •Arrc4ir • 6ubstrate Edge O_C. M�' Plate /X O /X X ' /X Y z . . ..• Embedment EXAMPLE 1:FOR WINDOW COMBINATION SHOWN BELOW;7116"ANNEALED SOP LAMI.GLASS, l / J _ ••�.. •• Distance Distance Required? 1/4" ste 1 Ultraco 1/4"MASONRY ANCHORS INTO CONCRETE,+70%80 PSI=DP REQUIRED,NO ANCHOR PLATE (n 400000 . n. ..Hollow Block 1" 6" 1414" Noar. '. i•i •0 • •• S. Pine 518" 1" -3/8 NO 0 ori • A #14 s MS G5j 6 3 T5 Alum. 318" 5/8" 0.050 No AWNING ANCHORS: O•( 0 O( a d � Z v • or#14��1p�8S SMS A36 Steel 318" 518' 0.050 No A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-90. P�'�O P O p� m� O U 7� y Q A653 Stud,Gr.33 318" 5/8" 035",20 Ga. No B)FOR THE JAMB,FROM TABLE 3,ANCHOR TYPE C HAS THE ANCHOR AND SUBSTRATE t���y 1 z S. Pine 5/8" 1" 1-3/8" No F 0 DESIRED AND DOES NOT REQUIRE THE ANCHOR PLATE. F fid+ E 4 o Q r' Q rYi B 1#12,steel SMS(G5) 6063-T5 Alum. 3/8" 518" .05(" No or#12,410 SS SMS A36 Steel 318" 518" .050' No C)FROM TABLE 2.4 ANCHORS ARE REQUIRED IN EACH JAMB. A653 Stud,Gr.33 3/8" 518" .035",20 Ga. Noz to 2.85k Concrete 2-1/2" 4" 1-318" No C)SIMILARLY,2 ANCHORS ARE REQUIRED IN THE HEAD&SILL. ® o� N C14 It 1/4' steel Ullracon 2.85k Concrete 1" 4" 13/4' No Hollow Block 2-112" 5" 1-1/4" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1. 10" 10" 0``'- 4' ��J' X� z w m- ' ¢ #12,steel SMS(G5) 6063-T5 Alum. 318" 5/8" 1116" Yes E)PER RULES ON SHEETS 2&3,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME 4 �-�- 4" -•-� 4 �+ _� L or#12,410 SS SMS A36 Steal 3!8" 518" 050" Yes ASSEMBLY TUBE SIDE OF THE AWNING(HEAD&SILL). I fLd A653 Stud,Gr.33 3/8" 518" .045", 18 Ga. Yes a>a o S.Pine 518" 1" 1318" Yes Z _ #14,steel SMS(135) 6063-T5 Alum. 318" 518" 1118" Yes FIXED CASEMENT ANCHORS(SEE 8EPERATf NDA): 17.67' 1-7" or#14,410 SS SMS A36 Steel 318" 518" .050" Yes A)FROM TABLE 9,ANCHORS C&D ALLOW A DP OF+701-83.1. A653 Stud,Gr. 33 318" 518" .045", 18 Ga. Yes1. ����� 2.8Sk Concrete 2-112" 4" 1318" Yes DESItYNN 2,85k Concrete 4- 1-314" Yes B) ORED AND DOES NOT REQUIRE T ER THE JAMB,FROM TABLE 3, HANC OR OR TYPE C E THE ANCHOR AND SUBSTRATE ' / 13 25` \`\��� 'CENS � / D 114" steel Uitracon Hollow Block 2-1/2" 5" 1-114" Yes 61" �� E Filled Block 2-112" 4" 1314" Yes C)FROM TABLE 2B,5 ANCHORS ARE REQUIRED IN EACH JAMB. , 1/4" 410 SS 3.35k Concrete 1" 5" 1 3!4" No No. 5871)5 CreteFiex Hollow Block 2-112" 5" 14/4" No C)SIMILARLY,3 ANCHORS ARE REQUIRED IN THE HEAD&SILL. 3.5k Concrete 1-1/4" 5" 1-314" No D)DISTRIBUTE ANCHORS FOLLOWING GUIDELINES FROM ELEVATION ON SHEET 1, ' ' i 1-1/ " No � a s�OF 5/16" steel Ultracon Hollow Block 3-118" 5" 4 � � � STATE OF Filled Block 2-112" 5" 1314' No 4' 4" Q ` E)PER RULES ON SHEET 2,INSTALL 1 ADDITIONAL ANCHOR ON THE FRAME ASSEMBLY Li 1 "°C OR\DP• �\ ti NOTES: TUBE SIDE OF THE FIXED CASEMENT(HF-AD&SILL). " �ii�lS "-••,•' ��� 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. 26" �+ 20 *'-� 20 ►{ iS'��A'�1- 2)ANCHORS MAY BE HEXHEAD,PANHEAD OR FLATHEAD. 48 A.LrYIQN L€�Pati. P.E.#58705 FOR GLASS TYPES: TABLE 5: Des p "Pressure(psfj for Single 1) 5/16" LAMI (118 AN - .090° PVB - 1/8 AN) 4pplove,l�.co,ltplyt9g�wlth�� a Windows,All Anchor Groups Florida uldh%Code P Window Width Date under23' 25.15/16' 27-7/8' "4' 32' 34' 37' 46' 63.118" 60 1l1laru!U do Product Cot it under 23' +701.90 +701-5-0 +701-90 +701-90 +701-90 +701-90 +701.90 +701.90 +70/-90 +70/-90 , 25.15116' +701-90 4701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70/-90 39' +701.90 +701-90 +70/-90 +701-90 +70/-90 +70/-90 +701-90 +70/-90 +10f-81.1 +70171.2 SEE SHEETS 1 r %518' +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70189.2 +701-77.9 &4 FOR y I 6o' +701-00 +701-90 +701.90 +701-W.5 +70/83.7 +701-79.6 +701-74.3 WINDOW WINDOW 83' +70/-90 +701-90 +701.90 +70182.3 +701-79.4 +701-75.8 +701-70.1 HEIGHT ANCHOR 67' +701-90 +701-90 4701-83.5 +701.76.3 +701-73.4 +/-69.4 LOCATIONS 72' +701-90 +70187.2 +70/-77.4 +1-69.3 +/-65.4 76' +70/-90 +701-84.6 +701-75.2 +1-65 WINDOW AND 84' +701-90 +70/-80.4 +701.70.8 WIDTH QUANTITIES 0 • • • C • • ••• • • •• ° G r T.... Z � bCl v . c •• • •*0000 Design Pressure(pso for Windows Attached to a Vertical Frame Assembly Tube o e • ••••• C:) SEE SHEETS 1&4 J • • • • • Wir►dow Width T"` ..• • 10'MAX +-- FRAME FOR WINDOW r r LL • under 23' 25-115116' 27-718' 303!4' 32' M. 37' 46' 53118' 60' I ASSEMBLY 'n ANCHOR �•J •••••• • • Anchor Anchor Anchor Anchor Anchor Anchor Anchor TUBE LOCATIONS AND O •••• • • Andra Gwrp Anchor Group Anchor Group Group Group Group Group Group Group Group _ LO • QUANTITIES.SEE w w Op '-I Lij A B 1.#70'5F D A B C&D A,C&D B All All All All All All AN WINDOW SHEET 3 FOR ANY q o° 0 Q vi • under 23' •7 +701- +701-90 +701-90 +701-90 +701.90 +70/•90 +701.90 +70190 +701.90 +701.90 +70/•90 +701-90 +70/-90 +7oJ-90 HEIGHT ADDITIONAL CLW 25.15116' + +701- 490 +701-90 +701-90 +701-90 +701-90 +701-90 +701.90 +70180 +701-90 +701-90 +70/-90 +701-90 +701-90 +70/-90 ANCHORS V) +,7 . +701-70. +701.90 +701-79.7 +701-90 +701-90 +70/-90 +701.90 +701.90 +70/90 +701-90 +701-90 +701-90 +701.81.1 +701-71.2 qWINDOW ADDITIONAL REQUIRED FOR W50.518- + +/.54.3 +101.90 +701.90 +/-81.4 +701-90 +701-90 +701-90 +701-89.6 +701-90 +70/-90 +70190 +70/89.2 +701-77.9 1ANCHOR THE FRAME ' ' uZ 60' +/-58.5 +/-45.8 +70184.7 +701-90 +/.51.8 +70181.2 +701.90 +701.90 +701-75.8 +701.86.5 +70/83.7 +701.19.6 +701-74.3 --""11 (4),IF REF]- ASSEMBLY TUBE. Q y 63' +155.7 +/-43.6 +70180.7 +701-89.5 +1.49.3 +701.77.3 +701-90 +70190 +701-72 +701-82.3 +701-79.4 +701.75.6 +701-70.1 (n W Z CL 0 z z � r q� TABLE 7• ° 4LU � Q Design Pressure{psp for Windows Attached to a Horizontal Frame Assembly Tube Window Width WINDOW ASSEMBLY �_' urx1er23. 2618116• 27-718' 30-&4' 32' 34' 3r 46' 53-1/8• HEIGHT TUBE ® �N cmv Anchor Anchot Anctwr t 01 N N Grow P r�P R G fou AncWGrotp Anchor Group AnchorGroup AnchotGroup AnchorGroup Anchor Group AnchorGroup �,.��M 100 MAX. A9 Ali All A.0&D 5 A,C&D B A.0&D 8 A 8 C&D A B C&D A B C&D A B C D Or' x_j h under 23' +701-90 +70190 +701-00 +70/-90 +701-89.4 +701-90 +701-85.9 +701-90 +701-60.8 +70190 +701-74.3 +701-90 +701-76.3 +159.7 +701-90 +186 +151.7 +701-90 +/-58.5 +/-45.8 +701.84.7 +701-90 i Lj m� 2545116' +70/40 +701-90 +701-90 +701-90 +701-90 +701-90 +70190 +701-90 +70/-90 +70184 +701.90 +70/-90 +157.6 +701-00 +701-90 +/58.5 +701.90 +701-90 +131.8 +701-81.2 +70190 +701.00 U- tL 39' +70/-9D +701-90 +70'90 +701.90 +701-00 +701-90 +701-90 +701-90 +701-90 +7001.90 +701-9D +701.90 +701-89.9 +701-88.1 +701-90 +70177.8 +181 +70181.1 +/88.9 +154 +701-71.2 +701-71.2 ANCHOR t-->d Y O WINDOW 50518' +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701-90 +70!•90 +701•80 +701.89.2 +70189.2 +701-89.2 +7(V-7T9 +701-77.9 +701-77.9 WIDTH {4),1FREO. ^Z 0 V_� x W. +701-90 +70190 +701-90 1+701-B&51+701-85.5 +701-83.71+70/-83.7 +701-79,61+70'49.6 +701-74.3 +7(Y-74.3 +701-74.3 o U 63' +701-90 +70190 +7(Y90 +70052.3 +701.82.3 +701-79.4 +701-79.4 +701-75.6 +701-75.6 +701-70.1 +701-70.1 +701-70.1 g 67' +70/•90 +70190 +70/53.5 +701.7&3 +701.76.3 +701-73.4 +701.73.4 +1-69.4 +189.4 I I t � SEE SHEETS 1 &4 FOR WINDOW ANCHOR 7 72• +701-90 +701-67.2 +70177.4 +/89.3 +/-69.3 +/85.4 +1-65.4 LOCATIONS AND QUANTITIES.SEE SHEET ���� .� LYNN 4414 76" +701-9D +70/-84.6 +701-752 +185 +/85N ••''''' 84^ +701.90 +701-e0.4 +701.70.8 3 FOR ANY ADDITIONAL ANCHORS �� ,Z,O ,. ENS REQUIRED FOR THE FRAME ASSEMBLY `�,•' ��G TUBE. No. 58705 TATE O� w, ���iC` FLOF2\O�•'�CJ\`� NOTES: SiONM_ ' 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNNIMILIER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E3168705 FOR GLASS TYPES: TABLE& „ „ gppre�'e+.I nr complyikgwlth the Design Pressure(psry for Single Windows,at Anchor Groups 2) 7/16r� LAME (3116ri AN - .090" SGP - 3/16 AN) Flarld"a quildft1code lh) 10 \ WindowWldth under 23` 25.16/16' 27-718' 343/4' 32• 34' 37' 46' 53.1/8' 60' Al--Iii3uttet`rroducicont de under 23' +901-130 +901-130 +801-130 +801-130 +901.130 +W-130 +901-130 +901-130 +901-130 +901-130 25.15116' +901-130 +901-130 +901430 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 39' +901-130 +901430 +901-130 +9x•130 +9x-130 +901-130 +901.130 +901-130 +9x-130 +901.128.8 SEE SHEETS 1 54518• +901-130 +901-130 +901.130 +9x•130 +901-130 +901-130 +9x•130 +901-130 &4 FOR 6U +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 WINDOW WINDOW 83" +901-130 +90/•130 +9x-130 +901-130 +901-130 +901-130 +90/-129.6 HEIGHT ANCHOR 67' +901.130 +901.130 +901-130 +90/130 +901.130 +901.130 LOCATIONS 7Y +9x430 +901-130 +901-130 +9x130 +901-130 76' +9x-130 +901-130 +901-130 +901.130 I WINDOW I AND �-• -*`i QUANTITIES. J 84• +901-130 +901-130 +901.130 WIDTH 0 Uj • BSE 8: : . z06 • Des' n Pressurefor Windows Attached to a Vertical Frame AssemblyTube ••••• •••• •• •• ( � SEE SHEETS 1&4 (V .l O ••••• •• WrndmV Width 10'MAX. FRAME ••• • • 2615116 LL 27.718' 30-314' 32• 34" 37' 46• 53-118' 60' ASSEMBLY FOR WINDOW r� 1 �•�•�• WO& . ANCHOR 00 (7 • • •••• Anchor Anchor Anchor Anchor Anchor TUBE LOCATIONS AND O 07 ••••• Anc Anchor Group Anchor Group Anchor Group Anchor Group ''� --) " • • {(q( g Group Group Group Group Group QUANTITIES.SEE o 00 LLl Q m ••••• • •• 8 • ••" 0 A B C&D A,C&D 8 All All A,C&D B A.C&D 8 All AO A8 WINDOW SHEET 3 FOR ANY a �+ under 23' 4td-40 +7a-9E #7b/-90 +701-90 +701-90 +701.90 +70/.60 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +7a-J0 +701-90 +701.90 HEIGHT ADDITIONAL W •2415116' +To/" +7a-90 +70 90 +70/-90 +701.90 +Ta-90 +701-M +7x-90 +?01.90 +1a-90 +701.90 +701-90 +701.90 +701-90 +701-90 +70/.90 +701-90 +701.90 ANCHORS W Q 39' +741-80!9 +701-70.5 +Ta-90 +701-80 +701-79.7 +101-90 +r0/90 +Ta-90 +701-90 +701-90 +701-90 +Ta•90 +70/-90 +701.90 +701-90 +701.90 +701-90 +70/-90 El ADDITIONAL- REQUIRED FOR v 546J8• +/-89.3 +J54.3 +701-90 +TDI-so +/-61.4 +701-90 +701-001 +701-90 +701 49.6 +701-90 +701-90 +701-90 +701-90 +Ta-90 +701-90 +701-901 1 wlNDow 1 ANCHOR THE FRAME _ y Z 60• +158.5 +/45.8 +7a.84.T +70/-90 +/-51.8 +701.81.2 +701-90 +701-90 +701-75.6 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.85.4 -""'11 WIDTH 111"""---- (4),IF REQ. ASSEMBLY TUBE. Q 63• +155.7 +1.43.6 1+701-80.71+70/-89.0 +/-49.3 +701-77.3 +70/-90 +701-9D +701-72 +701-90 +701-90 +701-90 +701.88.5 +701-90 +701-81.3 z YZ 3: a u t0J) Q � Z o a 0/C � /ate W w TABLE 10: o 80 a � Design Pressure(psq for Windows Attached to a Horizontal Frame Assembly Tube Wind=Widri FRAME WINDOW ASSEMBLY ?,o CD under23' 2615116' 27-7/er 303/4" 32 34 37" d6" 63116` HEIGHT TU ® o 0)� 0) Anchor Anchor Anchor Anchor Group AnchorGmup Anchor Group AnchorGmup Anchor Group AtrhorGnouQ Anchor Group Group Group Group 0 rn A8 AN All A.CBD B A,C&0 B A,C&D 8 A 8 C&D A B C&D A 8 C&0 A B C D 14'MAX. O�rx F_ C' X under 23" +701-90 +70/-90 +70/-90 +701-00 +701-WA +701-90 +701-85.9 +701-90 +701.80.8 +701=90 +70'-74.3 +701.90 +701-7&3 +/49.7 +701-90 +158 +1 ij +70/-8o +/58.5 +/-45.8 +701-84.7 +70.90 =v pip Q 25-15116' +701.90 +701-00 +701.90 +701-00 +701-00 +701-90 +70/-00 +701-90 +701-90 +70/-84 +70/-90 +701480 +1.67.6 +70Hg0 +ra•90 +158.8 +7a�D0 +TDI-90 +/fi1.8 +70131.2 +lOtAO 470/4)0 39" +701-90 +70190 +70/40 +70190 +701-00 +701-90 +701-00 +701-90 +70180 +701-90 +70400 +701-00 +701-90 +701-90 +701-90 +70Nll0 +701.90 +701A0 +70/86.2 +70181 +70190 +71Y-00 ADDITIONA W OO o I WINDOW ANCHOR > a Y -•'I IF REQ. 50518' +701-90 +70/-00 +701.90 +701.90 +701=90 +70/-90 +701.90 +70/-90 +701.90 +701-90 +70/-90 +70V 90 +70f-90 +70190 +701.90 WIDTH �4). o z Z W t 60" +701-90 +701-90 +701-00 +70/-00 +701.90 +70/-9D +70/-00 +701-90 +701.90 +701.00 +701.90 +701-00 U 63` +701-90 +70190 +701.80 +70190 +701.90 +701-90 +701-90 +701-90 +70/.90 +701-90 +701-90 +701-00 g 67" +70/-90 +701-90 +701.90 +70/.90 +70/-00 +701-90 +701.80 +701-90 +70190 � SEE SHEETS 1 &4 FOR WINDOW ANCHOR r2" +701-9D +701.90 +70190 +70190 +70f-W +70/90 +701.90 LOCATIONS AND QUANTITIES.SEE SHEETLYNN 7s" +70/-90 +70/-00 +701.90 +70190 +70190 3 FOR ANY ADDITIONAL ANCHORS ��� ,GENS 84' +T0/-90 +70r-e0 +701-901 REQUIRED FOR THE FRAME ASSEMBLY ' TUBE. 5 No. 587 8 3 ; C7 ' NS, F 4/. F(OR10i'. NOTES ,NNAt A.LYNN P.E. 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. ffet , 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#587068705 FOR GLASS TYPES: TABLE 11: complylog with Ilio n �� „ „ n n n Approver! .9 Design Pressure(ps1)for Single Windows,All Anchor Groups 3) 7/8 LAMI. I G: (1 I8 AN - 7I16 AIR - 1/$ AN - A90 PVB - 1/S AN) Florida Ilnidtn Code Window Width Dui¢ t MOAM under 23' 25.15116' 27-718• 30314' 32' N. 3r 46' 63118' 80' b11nm1 sartc aProduct Cont wader 23' +701-90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +701.90 +701-90 +701-90 25.16116' +701.90 +701-90 +701.90 +701.90 +701-90 +70/-90 +70/-90 +70/-90 +701-90 +701.90 39• +701-90 +701-90 +70/-90 +701.90 +701-90 +701.90 +70/-90 +70/-90 +70153.2 +701-73.1 i 50.518' +701-90 +701-90 +70/-90 +701-90 +70/-90 +701-90 4701-90 +70/50 SS-- SEE SHEETS 1 80' +701-90 +701-90 +701-90 +701.88.8 +70/$5.8 +701-81.7 +701-76.2 &4 FOR WINDOW WINDOW 63' +70/-90 +701-90 +70/-90 +701.84.4 +70151.5 +701-77.5 +701-71.9 HEIGHT ANCHOR sS 67' +701-90 +701-90 +70/86.6 +701-78.3 +701-75.3 +70/-71.2 LOCATIONS 72' +701-90 +70/59.5 +701-79.4 +701-71.1 +/-67.1 76- +70/-90 +70158.8 +701.77.2 +/-60.6 WINDOW AND WIDTH QUANTITIES. 84' +701.90 +701-82.5 +701-72.7 J O W vt 6666.. 000 0 . . 6 •TABLE 12: .....: 600.6. . Z_ a •• • 660000 l7eslgn Presswe(psi)for Windows Attached to a Vertical Frame Assembly Tube 6 ••• '60:09 660•• Window Width 10-MAX. FRAME N SEE SHEETS 1&4 J ,r. 6 • • •• • uAtlLR S'J• 2515/16' 27-718- 30.314• 32' 34' 3r 46' 53.1/8' 80• ASSEMBLY 1 ANC 0RDOW = [ LL ••• . 6•.. Anchor Anchor Anchor Anchor Anchor Anchor Anchor t � TUBE Q • • •••: Anftiecjr * Anchor Group Anchor Group LOCATIONS AND O J • • • Group Group Group Group Group Group Group _ QUANTITIES.SEE w Op W d ti • n4 B•• ••a D A B C&D 1A,C&0 B All All All All At All All WINDOW SHEET 3 FOR ANY p Q° O W Q vi 6 6 P under 23' .+70*W +701.80 *W-90 +701.90 +701-90 +701.90 +70J-90 +701-90 +70/-90 +70/-90 +70190 +701-90 +701.80 +701-90 +701.90 +701-90 HEIGHT ADDITIONAL 25.16116. 6470/90 +70190 •11101-90 +701.90 +701.90 +701.90 +701-90 +701-90 +701.90 +70/-90 +701-90 +701.90 +70690 +701-90 +701-96 +701.90 ANCHORS W (1) .639• +M49i9 +701-70.0 +701.90 +701-90 +701-79.7 +701-90 +701-90 +701-90 +701.90 +701-90 +70/•90 +70/90 +701-90 +701-90 +70/-83.2 +701-73.1 ADDITIONAL REQUIRED FOR W a ori l•-' 50 Sia• /1696/ +1-54.3 +70/-90 +701-90 +/-61.4 +70/-90 +70/•90 +701-90 +70159.8 +701-90 +70190 +701-90 +701-90 +701-80 �-+- WINDOW j4 �)ANCHOR REQ. THE FRAME _ }j $ Z in 60' +158.6 +/-05.8 +701-84.7 +7&-90 +/-51.8 +701-61.2 +701-90 +70/-90 1+70f-76.61+701-88.8 +70155.8 +70151.7 +701-78.2 ASSEMBLY TUBE. 63' +145.7 +/-43.6 +701-80.7 +70/-89.8 +649.3 +701-77.3 +701.90 +701.90 +701.72 +701.84.4 +70151.5 +70/-77.6 +701-71.916 (n o W Z CL � 0 O i Z z v ~ ` 55 Z "¢ TABLE 13: o Ix u W �' u Design Pressure(psq Jar Wir,do�,vs Attached to a Horizontal Frame Assembly Tate a � � � ¢ N Wt Wldh FRAME under 23' 25-15116" 27-7W 30314' 32' 34' 3T 46■ 53-1/8' WINDOW ASSEMBLY HEIGHT TUBE I ® p N r CF) Anchor Anchor Anchor 0)N C14Group Groupp Anchor Gawp Anchor Group Anchor Group Anchor Group Am hor Gawp Anchor Group Anchor Group >.,.a C14 4- AN AN All A.0&0 B A,C&D B A,C&D B A B C&O A B C&O A B C&D A B C D 101 MAX. _j LL under 23" +701.90 +70/-90 +701-90 +701-90 +70159.4 +701-90 +701-85.9 +70690 +701-80.8 +701-80 +70'-74.3 +70-90 +701-76.3 +1-W.7 +70+-90 +/.66 +/-51.7 +701-90 +/48.5 +/•45.8 +700-84.7 +70190 I U 0.�j Q 2546119 +701.90 +70/40 +70'490 +701.90 +70190 +701-90 +701.90 +701-90 +701.90 +701.84 +701.90 +70(-90 +1.67.6 +701.90 +701-90 +158.5 +701.80 +701-90 +1.61.8 +70151.2 +701-90 +70'-90 U_ 39• +70%90 +701-90 +70.90 +70190 +7CV90 +701-90 +70/40 +701-90 +701-90 +701.90 +701.90 +701-90 Nd59.9 +701.88.1 +701-90 +701-77.8 +/51 +70153.2 +/68.9 +154 +70/-73.1 +701-73.1 ADDITIONA A �W o O o WINDOW NCHOR >c Y 50-18• +701-90 +70190 +7&-90 +701-90 +701-00 +701-90 +701-90 +701-90 +701-90 +70'-90 +701-90 +7&-90 +70/-80 +70150 +701-80 WIDTH (4),IF REQ. r z 0 � x 60' +70%90 +70/- 90 +7&-90 +70158.8 +70/-Wil +70155.8 +70146.6 +70181.7 +IV-81.7 +701-76.2 +70176.2 +701-76.2 o v 63' +701-90 +70/90 +701-90 +7(Y54.4 +701-84.4 +701.81.5 +70151.5 +701-77.5 +701-77.6 +701-71.9 +701-71.9 +701-71.9 67' +701-90 +701.90 +701.85.6 +7&-78.3 +7008.3 +70'-75.3 +701-76.3 +70/-71.2 +7&-71.2 SEE SHEETS 1 &4 FOR WINDOW ANCHOR \ 11 l I l i / 72' +70/-90 +701-89.614701-79.4 +71Y-71.1 +701-71.1 467.1 +/67.1 LOCATIONS AND QUANTITIES.SEE SHEET ``�� �N�( LYNN 4��! 76' +701--90 +7o1-E6.8 +70l-77.2 +16s.6 +166.6 84' +701-90 +701-82-51+701-72-713 FOR ANY ADDITIONAL ANCHORS REQUIRED FOR THE FRAME ASSEMBLY Q ,•' TUBE. No.58705 ' 3 ►617 (� STAT OF s , . NOTES: isIOit NAL 00 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN UILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.a9-8705 TABLE 14: FOR GLASS TYPES: _ 4) 718" L.AMI. IG: (118" T - 7116" AIR - 118" AN - .090" PVB - 118" AN Florida ouldIn Co3in�wltRtite Design Pressure(psi)for Single Windows,All Anchor Groups ) Florida l3uldirs Coyle t1O � Window Width � A� r under 23' 25-15116' 27-7/8' 30314' 32' 34' 37' 46' 63-IW 60' h'ifpmll}aukT*ralucl,S;ntlt t under 23' +70190 +701-90 +70/90 +70+430 +701-90 +70140 +701-90 +701-90 +70140 +70190 25-15116' +70190 +701.90 +70/90 +701.90 +70140 +70+90 +70190 +701--90 +701-90 +70190 39' +70190 +70190 +70190 +70100 +70190 +70/40 +701-90 +70190 +70/90 +70/-81.2 a 5051SEE SHEETS 1 8' +70190 +7W-90 +70190 +70/-90 +70190 +70/90 +70190 +701-88.8 &4 FOR x 60' +70/90 +70190 +70190 +70140 +70140 +701.90 +701-84.6 WINDOW WINDOW 63' +70+90 +70190 +70140 +701-90 +701-90 +70/$6.1 +7(Y-79.9 HEIGHT ANCHOR }�- 67' +701-90 +70190 +70190 +70/-87 +701-83,6 +701-79.1 LOCATIONS 72 +70190 +70/40 +70/-88.2 +701-79 +741.74.6II AND 76' +70140 +701-90 +701$5.8 +701-74 {- -wMlDow_.- QUANTITIES. O 84" +70x90 +7090 +70/,80.8 WIDTH Lij 461e%15: •..: a Z 06 o 00 '""' Design Pressure(psi)for Windows Attached to a Vertical Frame Assembly Tube 10"MAX. � � FRAME •••.. .••• •. .• ASSEMBLY 04 J •• • •••••• Window Width TUBE • ur�terZ?` 2b-16116` 27-71W 30.314" 32" 34' 37' 46' 53118' ecr ;a UI r LL Anchor Anchor Anchor Anchor Anchor AnchorC) ••..: ' Anc}IdIlYoup Anchor Group Anchor Group Anchor Group WINDOW � J m CO • • 00000Group Group Group Group Group Group HEIGHT ;? ; 00 W A B C D A B C&D A,C&0 B All All All AN A,C&D B All AN q �° d i i under 23` '+ • +701-PO +701-90 +70190 +701-90 +701-90 +701.90 +701-90 +701-90 +70/-90 +701-90 +701-90 +701-90 +70190 +701.90 +701-90 +701-90 I I ADDITIONAL W 6116' + +701 • + -90 +701.90 +701.90 +701-90 +70/-90 +701-90 +701-90 1 +70/-90 +701-90 +70190 1 +701-90 +701-90 +701-90 +701-90 +701.90 1 WINDOW 1 ANCHOR W 39' 0701 9 +701-70.5 +701-90 +701-90 +701.79.7 +701-90 +701-90 +701-90 +701-90 +70/-90 +701-90 +70190 +70/•90 +701-90 +701-90 +70i-90 +70181.2 WIDTH ##h��� (4),IF REQ. W >a ;, Z 60616' +1.69.3 +/-54.3 +701.90 +701-90 +/-61.4 +70/-90 +7d-90 +701-90 +701.89.6 +701-90 +701-90 +701-90 +70/-90 +70/•88.8 +lOJ 81.4 60" +1.58.5 +/-45.8 +701-84.7 +70190 +/•51.8 +701.81.2 +70180 +701-90 +701-75_s +70/-90 +701-90 +70/-90 +70184.6 SEE SHEETS 1 &4 FOR WINDOW 63' +/-55.7 +1.43.6 +701.80.7 +70/$9.6 +1-49.3 +701-77.3 +70140 +701.90 +701-72 +701-90 +701-90 +70186.1 +701-79.9 ANCHOR LOCATIONS AND QUANTITIES. _ W SEE SHEET 3 FOR ANY ADDITIONAL Y Z ANCHORS REQUIRED FOR THE FRAME co a 3: 0 ASSEMBLY TUBE. m �W TABLE 16: Design Pressure(ps9 for Windme+s Attached to a Horizontal Frame Assemmy Tube Window Width FRAME wwoow ASSEMBLY >to 0 under 23' 25-16f l6" 27-718° 303'4' 32' 34' 37' 46' 53-118' HEIGHT TUBER ® a rn N 0) Anchor Anther Anchor Anchor Group Anchor GroW Anchor Group Anchor Group Anchor Group Anchor Group AnehorGroup N 04to Group Group Group M x AN All All A,C&D B A,C&D a A,C&D B A 8 C&D A B C&D A B C&D A S C&D 1Q MAX' otix_ under 23' +701.90 +701-90 +701-9D +701-90 +701-89.4 +70190 +701.85.9 +70/90 +70/-84.8 +701.90 +701-74.3 +701-90 +701-76.3 +1-69.7 +70190 +/. +1-61.7 +70190 +/-58.5 +/-45.8 +701$4.7 s U�'v Q 25-15116" +701-W +701-90 +701-90 +701-90 +701-90 +70/.90 +70/-00 +70190 +701.90 +701-84 +701-90 +701-90 +/-67.6 +701.00 +701.90 +/-58.5 +7N�0 +70/90 +/-51.8 +1O/51.2 +701.90 ADDITIONALw z o 39 +701.90 +70/-90 +701-90 +701-90 +701-90 +70M +70/90 +701-90 +70%90 +70190 +701-90 +701-90 +70/-W.9 +701.88.1 +701.00 +701.77.8 +70/-76.2 +701-00 +/68.9 +1b4 +70181.2 ANCHOR r>rl O `I WINDOW Il ro 505/8' +701.90 +701-90 +70/-90 +70190 +701-90 +701.90 +7W-00 +701.90 +70!90 +70190 +70190 +70190 +701.88.8 +70%81.4 +701-88.8 -'l WIDTH I'r (4),)F REQ. a 2 60' +701.90 +701-90 +701.90 +701.90 +701-90 +70/90 +70190 +70190 +70/-90 +701-84.6 +701-84.6 +701-89.6 a Z v g63" +701.9D +701-9D +701-90 +701.90 +701-90 +701-90 +70190 1 +70'$6.1 +101.86.1 +701-79.9 +701-79.9 +701-79.9 , t i 1►1 1 / 67' +701.90 +70/.90 +701.90 +701-87 +701-87 +701-83.6 +701-83.6 +701-79.1 +701-79.11 SEE SHEETS 1 &4 FOR WINDOW ANCHOR \YNN A9! i� 72' +701.90 +701-93 +70/-88.2 +70/-79 +70!-79 +70/-74.6 +70'-74.6 LOCATIONS AND QUANTITIES.SEE SHEET <<�` 76' +701.90 +701-9D +701-85.8 +701-74 +70/-74 3 FOR ANY ADDITIONAL ANCHORS � \X� CENSE• 84' +70140 +741.90 1 +70180.8 REQUIRED FOR THE FRAME ASSEMBLY �\ TUBE. 140.58705 _ ) W STPTI:OF �� �'��, /ON NOTES- NOTES: 1/111(hlttt1` 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.#68705 FOR GLASS TYPES: TABLE 17: 41lrroved 91 coMpIA92 wlltr lire DesignPressure(psQforSingle Windows,All Anchor Groups 5) 7/8" LAM]. IG: (3/16" AN - 1/4" AIR - 3/16" AN - .090" SGP - 3/16"AN) Florida(iulciirpCods WindowWidth 6) 7/8" LAM]• IG: (3/16" T - 1/4" AIR - 3/16" AN - .090" SGP - 3/16"AN) Date under 23' 25.16l14V 27-718` 30.314• 32' 34• 37" 46" 53-118' 60• ltiliarirt 001.0 Fr»d:ret Q�Pl under23' +901-130 +901-130 +901-130 +901-130 +90.130 +901-130 +9x•130 +901-130 +901-130 +901-130 �-• 25.16118' +90430 +901-130 +901-130 +901-130 +901430 +901-130 +901-130 +9x-130 +901-130 +90-130 d 2 " 39' +901-130 +90!-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90-130 SEE SHEETS 1 •- 60.5181 +901-130 +90-130 +901-130 +901-130 +901-130 +901-130 +901.130 +9x•130 fAL&a 60• +901-130 +9x-130 +901-130 +901-130 +901-130 +90/430 +9x-130 &4 FOR WINDOW WINDOW 63' +901-130 +901.130 +901-130 +901-130 +901-130 +901-130 +901-130 HEIGHT ANCHOR a 6r +9x•130 +901.130 +9x•130 +901.130 +901-130 +901-130 LOCATIONS 7r +901-130 +901-130 +90-130 +901-130 +901.130 AND 76' +901-130 +9x430 +901-130 +901-130WINDOW 64' +9x•130 +901-130 +901.130 WIDTH � QUANTITIES. 0 TASia�e48: • • . �' a • •...•• � Z 06o` Design Pressure(psQ for Windows Attached to a Vertical Frame AssemblyTube ••••• •••• •• •• SEE SHEETS 1&4 •• • •••••• Window Width 10"MAX. FRAME N J O ••: u�?�i 26.16/16' 27-718' 30.314' 3r 34' 37' 46' 531/8• 60' ASSEMBLY ANCHOR DOW = 1 LL .•••.. • • TUBE ANCHOR 00 (� � . . Anchor Anchor Anchor Anchor Anctror LOCATIONS AND O .••.• Am;*rise; Anchor Group Anchor Group Anchor Group Anchor Group 666666 Group Group Group Group Group QUANTITIES.SEE w a; 00 W J A B • D A B C&D A,C&D B All All A,C&D B A,C&D B AN AN AN WINDOW SHEET 3 FOR ANY o q 0 Q v, • under 23` 1 +701• +7 •90 +7x-90 +701-90 +7x•90 +701-90 +7x•90 +701-90 +701.90 +701-90 +701-90 +701-90 +701.90 +70.90 +70.90 +701-90 +701.90 HEIGHT ADDITIONAL W 6118• + +10.98 •+704)90 +701.90 +701-90 +701-90 +701-90 +701-90 +701-90 +701-90 +70.90 +701-90 +701-90 +70-90 +701-90 +701.90 +701-90 +701-90 ANCHORS W (/} 10 39' +901.89.9 +701-70.6 +701-90 +70/-90 +701-79.7 +701-90 +701.90 +701-90 +701-90 +701.90 +701-90 +701-90 +7x-90 +701.90 +701.90 +701-90 +701-90 +701.90 I ADDITIONAL REQUIRED FOR W 6 (•- 50 518' +J s9.3 +1-50.3 +7090 +701-90 +J-61.4 +701-90 +701-90 +701-so +7x 89.6 +Ta-90 +701-90 +701-90 +701-90 +701-90 +Ta-90 +10.90 T I WINDOW ANCHOR THE FRAME '�j c°� Z ---""��111 WIDTH O 60' +1-58.5 +/-45.81+7(Y-84.71 +701-90 +/-61.81+70/-81.2 +701-90 +701-80 +7x•75.6 +701-90 +701.90 +Ta-90 +101-90 +7x-90 +70/-85.4 t4),IF REQ' ASSEMBLY TUBE. 63' +1-56.7 +1.43.8 +701.80.7 +701.89.5 +/-49.3 +70.77.3 +70/.90 +70/-90 +701-72 +701-90 +701-90 +70.90 +70-88.6 +70/.90 +701.81.3 (n W Z a 0 O Z Z a I 3 O TABLE 19: o °o' W Design Pressure OsQ for Windows Attached to a Horizontal Frame Assembly Tube L FRAME Window Width WINDOW ASSEMBLY > '� under23" 2615116• 2T-178' 30314` 32" 34' 3r 46" 53-1!8` �" HEIGHT TUB ® o N ori Anchor Anchor Anchor .t M N N Group G amp AnchorGroup Anchor Group Anchor Group AnchorGroup AmhorGroup AnchorGroup AnchorGroup �,.�NM P IMP P AN AN All A,C&D B A,C&D B A.0&0 B A 8 C&D A B C&D A B C&D A B C D 1U"MA)C. o_jt;x� 0 under 23" +7x-90 +701.90 +7x-80 +7014)0 +701-89.4 +701-9D +701-85.9 +701-90 +701.80.8 +701-90 +701-74.3 +7014)0 +7x•76.3 +159.7 +701.90 +/b6 +151.7 +70/-90 +/-68.5 +/-45.8 +701-84.7 +701.00 O. � 25-15116' +701-90 +701-0 +70.00 +701-00 +701-00 +70/-90 +701.90 +701-90 +701.90 +701.84 +70/-90 +7014)0 +1-67-6 +701.90 +701-90 +158.6 +7x4)0 +701-90 +1.51.8 +70151.2 +701-0 +701.00 z U co vi ¢ ADDITIONA w 2,6:2� u- 39' +701-g0 +70/-90 +744)0 +7x-90 +701-90 +701-90 +701-90 +701-90 +701.90 +7a-9D +70/-90 +70-0 +701-90 +70/-90 +701.90 +701.90 +701-90 +704)0 +701.86.2 +701-81 +701-0 +701.90 I WINDOW ANCHOR } j Q O o th 50018" +701-90 +7014)0 +7(Y4)0 +701-0 +701-90 +701-90 +7014)0 +701.90 +70190 +7(Y4)0 +70190 +101-0 +70f-90 +70190 +701.90 -"j yy107}{ (4),IF REQ. Z x 60" +1'01.9D +701.90 +701490 +70/4)0 +70/.00 +70/-90 +701.90 +701.90 +7x•90 +70.90 +70/-90 +7x-0 o v 63- +701.90 +701-90 +70/.90 +701.90 +70/.90 +701-90 +70/-90 +70/-00 +701.90 +701.90 +701-90 +7x-0 67` +701-90 +701-90 +701.00 +701-90 +7014)0 +701-90 +701.00 +701-90 +70/80 SEE SHEETS 1 &4 FOR WINDOW ANCHOR 72' +70/-90 +701.90 +701.00 +701.90 +701.00 +701-90 +701.90 ` N� .. 76' +701-90 +70/4)0 +701.00 +7014)0 +701-90 LOCATIONS AND QUANTITIES.SEE SHEET ��' � ( / 84- +701-90 +701-901 +701 90 3 FOR ANY ADDITIONAL ANCHORS ` ���',• ��CENS� .F� REQUIRED FOR THE FRAME ASSEMBLY TUBE. No. 58705 "o 3X8 3 w STATE OF '`LOR1a1'' �\ ,'//SSI 4Nff NOTES: i- 1)SEE SHEET 4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. A.LYNN MILLER,P.E. 2)SEE SHEET 4 FOR SNUBBER REQUIREMENTS. P.E.i158705 TABLE 20: Item Dwg.# Description Mat. 062" 1 7002 Main Frame Head,Sill &lamb 6063-T6 Alum, ALL DETAILS SHOWN FROM THE INTERIOR NOM. •434" 2.9 125' 2 7071 Anchor Plate 6063-T6 Alum. 19' 3 7003 Sash Top,Bottom&Side Rail 6063-T6 Alum. 439, .062' 2.701' 4 7008 Frame Corner Key Steel NOM' .062" 5 7009 Sash Corner Ke Steel AS REQUIRED PER 2 1.159" 6 7078 Frame Gasket Vinyl Foam TABLE 3,SHEET 4 1 I _ 2.784. 2.139- 7 7072 Sash Corner Gasket Vinyl Foam /� t� .093" 8 7070 Bufb Weatherstri .187"x.275'1 SASH TOP, FRAME Flex PVC 70 3 ,) FRAME HEAD, 3 71 10 7024 Maxim Multi-Point lock Steel o) SILL &JAMB BOTTOM &SIDE ASSEMBLY TUBE 11 7026 lock Support Plate Steel #7002, 6063-T6 #7003, 6063-T6 #7004, 6063-T6 12 7014 Multi-Lock Keeper Steel ' •13 70�„ Il'e Bar quid@ Nylon 1'356 2.203" ;18.- 70 Bar Assembly Steel or SS .040" 1.000" 7021 Maxim Dra'eoled operator Steel " If .441 7030,. 0 eratocGasket Vinyl Foam 7 " 4z3"70310. Operat8f5seltin Plate Steel .095 .093FIXED .09370 erste• ••eer Block Nylon i 3 ANCHOR PLATE SCREEN FRAME 7o ADDON FLANGE 7034 . O eratoriTr�aok&Slider Steel #134, 6063-T6 #7071, 6063-T6 #7006, 6063-T6 '22" 70Z . Pto'ect6tiM e,Manuf.by Truth Steel nubbet Ant blowout Clip Steel 5 31 ••• Dura Seal Spacer .706' .523• t32 1713 Setting Block 5/32"x 3/16"x 1-1/4" EPDM 050" .050' 33 1714 Setting Block 5/32"x 7/16"x 1-1/4" EPDM 85 865" 865" 35 7036 Bead 8 6063-T6 Alum. 36 7042 Bead C 6063-T6 Alum. �5 1144 J 37 7059 Bead D 6063-T6 Alum. EAD B BEAD C 38 1224 Vinyl Bulb Wstp(Thick) Flex PVC 70 35 #7036, 6063-T6 36 #7042, 6063-T6 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow 899 Silicon Backbedding 6 1 172" 60 7006 Screen Frame 3105-H14 Alum. 61 7040 Screen Corner Key Polypropolene �- 62 Screen Cloth Fiberglass INTERIOR 63 1635 Screen Spline EM. PVC 4 azo' 050" 64 320 Casement Screen Spring Stainless Steel .569' 70 134 Add-on Flange 6063-T6 Alum. 37 BE$063-T6 +tpproved-as complylu�w•116 the 71 7004 Frame Ass Tube 6063-T6 Alum. #7059, 4VPFfor0 t3Ppr4j aCocle 72 Maxim Pivot Slider Assembly Steel 86 Date $0 #8-32 x 1/2"Ph.Pn. Mach.Scr TYPE 8 Stainless Steel I►I t r M t Daae Product Tg�Co trol YNN /// Revised 8y: Dote: Revision: 81 1157 #8 x 1/2"Ph.Pn.SMS Stainless Steel �9 ��� 82 #8x 5/8"Fl. Ph.SMS Stainless Steel �`�� •''��GENsF' �-- 83 #8x 7/8"F.H.Ph.SMS Stainless Steel No 58705 k Revised By. Date: Revision: t 84 #8x 1" FI.Ph.TEK Stainless Steel 85 #8x 1"Quad Pn SMS Stainless Steel (Y ® Description: Drawn By: 86 #8 X 1-1/2"Quad Pn SMS Stainless Steel =`� (3 ,� BOM AND EXTRUSIONS J ROSOWSKI STA E OF 1070 TECHNOLOGY DRIVE Title: Dote: 87 #10x 1/2" Ph. Pn./TEK Stainless Steel ''•. FCOFt0Q ' N. VENICE, FL 34275 AWNING WINDOW DETAILS LM & SM 08/08/12 89 #10-24 x 9/16"Ph. Pn,TYPE F Stainless Steel '�,/SS ��.`� P.O- Box 1529 �' /i /ONAL �� NOKOMIS,' FL 34274 „ /� �� Series Rfodel: Scale: Sliest: Drawing No. Rev: 90 #12 x 1 Ph.Pn.TEK Stainless Steel lir, i�0 e A.LYNN MILLER,P.E. CERT. OF AUTH. #29296 AW-740 NTS 10 OF 10 MD-AW740LM 7p P.E.it 58705