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WS-08-1233 1 Pmnirc� st Miami Shores Villages /S�iUt�. 10050 N.E. 2nd Avenue Work .. . Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 � fitli �i s, Expiration: 01/1 1200 Project Address Parcel Number Applicant 1045 NE 97 Street 1132050170100 Miami Shores Village, FL Block: Lot ALEXANDER QUINTANA Owner Information Address Phone Cell I ALEXANDER QUINTANA MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 2, 000.00 ENCORE SERVICES, INC. 3305 -571 -8353 Total Sq Feet: 120 Type of Work: SLIDING DOORS Available Inspections: No of Openings: 2 Inspection Typ Additional Info: IMPACT Classification: Residential r JUL 6 2008 .5 MIAMI SHORES � ® ES VILLAGE Fees Due Amount Total Amt Paid Amt Due CCF $1,20 Education Surcharge $0.40 $ 0.00 $ 0.00 $ 0.00 Permit Fee $120.00 Scanning Fee $9.00 Payment Type: Technology Fee $3.00 Total: $133.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated July 14, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Monday, July 14, 2008 1 The following pages were originally attached to plans with the following permit # In1S- 7- nr>~� Miami Shores Village Building Department JU L o 2000 �9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 I B Y _ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit Nb. SO 10 PERMIT APPLICATION Master Permit No FBC 2004 Permit Type (circle): uildin Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Title lder) (/� �N ltd Phone # 3 7J y 77 Owner's Address / U �� �E � 7 ��' �' City State ��- Zip 3 w3 Z Tenant/Lessee Name Phone # Job Address (where the work is being done) y� 1/ C ?7 S V 9 1 4W I NO f f rC_ City Miami Shores Vill a County Miami -Dade Zip FOLIO / PARCEL # 0 1 - 7 Of UU _ Is Building Historically Designated YES NO Contractor's Company Name Ghee o 612o &,.r _Z e - Phone # �.�®J � Y_ l Contractor's Address IfJW 4 /W. 9 City, s /'� / State '7� � Zip %�'31 _ Qualifier Name a %GA V �ee Phon # a� ���' �X • wave State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) -✓ ��/� ��� Phone 4 '9 z L .01 Value of Work For this Permit $ 44V Square /Linear Footage Of orki Type of Work: QA di 'on teration New Repair/Replace ❑ Demolition Describe Work: / Submittal Fee $ Permit Fee $ 0 CCF $ 1 • LJ4(J CO/CC Notary $ Tra' u" on Fee $ Technology Fee Scanning $ , L DPBR $ Zoning $ Bond $ e Enforcement Double Fee $ � '°�" Total Fee Now Due $ • Structural Review. $ See Reverse side -MIAMI S ORES VILLAGE -� 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 o, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs even (7).days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and rei pec ' fee will be charged Signature % Signatur Owner or Agent 6ontractor The foreg ing instrument was acknowledged before me this The foregoing instrument was acknowledged bef,p p�p�is day of 20 by day of 2, by ,,,��`a��a D e " Y' who is perso y known to me or who has produced who is personally own to me or who hl s As identification and who di��Ialtgl 'fd as identification andwho th. NOTARY PUBLIC: .�`�a�Xp;:r�s• rdo' % NOTARY PUBLIC: `. Commission # ` Q . . �' '' •. DD642145, 0211912011 _ %'.y \Q��� Sign: = NOTARY PUBLIC = Sign: T/,oF 1111111 ```� Print: De = Commission # Print: My Commission Expires: O C3�/l�l),;)c OF f p� N �.� My Commission Expires: APPLICATION APPROVED BY: l d' Plans Examiner Engineer Zoning (Revised OVUM) Inspection Worksheet Miami Shores Village L.� 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 C a �= n � W " Inspection Date: 10/14/2008 Permit Type: Windows /Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: QUINTANA, ALEXANDER Work Classification: Door Replacement Job Address: 1045 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170100 Project: <NONE> Block: Lot: Contractor: ENCORE SERVICES, INC. Phone: (305)253 -5211 Building Department Comments REPLACEMENT OF 2 SLIDING GLASS DOOR Inspector Comments Passed PLEASE CALL ALAN 305.218.7200 Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 10, 2008 Page 1 of 2 � Inspection Worksheet Miami Shores Village OCT 1 y� 10050 N.E. 2nd Avenue Miami Shores, FL �toxu�' Phone: (305)795 -2204 Fax: (305)756 -8972 a � S G F. 3 G Inspection Date: 10/14/2008 Permit Type: Plumbing - Residential Inspector: Levrock, James Inspection Type: Final Owner: QUINTANA, ALEXANDER Work Classification: Drainfield Job Address: 1045 97 Street NE Miami Shores Village, FL Phone Number Parcel Number 1132050170100 Project: <NONE> Block: Lot: Contractor: MR C'S PLUMBING SEPTIC INC Phone: (305)651 -7859 Buliding Department Comments TO REPLACE DRAINFIELD FOR POOL CONSTRUCTION fX Inspe r ments Passed Cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Friday, October 10, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. PERMIT APPLICATIO IE(��0�ED master Permit No. FBC 2004 ) 2 2008 l� Permit Type: Plulmb "` Owner's Name (Fee Simple Titleholder) &l° _ Ck V Phone # Owner's Address b j jy C ' - ,4;�" vv�� City l `L ;1 State -- zip ✓ 3 1 8 & Tenant/Lessee Name Phone # E- MAIL: . Job Address (where the work is being done) City Miami Shores Village County Miami -Dade zip FOLIO / PARCEL # I I " °�� " O 0 "7 O Z d c�. Is Building Historically Designated YES NO 1 Contractor's Company Name r C s P tAky" , Iyxg tone C, 5 1 -7 � Lf Contractor's dress t Nuo c Vi Ci Y t L State FLT- zip 231 Qualifier Name V1 Cq, K L-e Phone # 3o_t;- (- S 1 - 79 - c , - � State Certificate or Registration No. I �k 2 4-7 1 Certificate of Competency No: E -MAIL: Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 2 09 0 1 4° Square / Linear Footage Of Work: Type of Work: '❑Addition ❑Alteration ❑New td Ke air /Re lace p p F1 Demolition Describe Work: ' I c> 4r FxYxYxx9c s4x�atx icxa: xY oY aexxa: aY 4c 4eu9ex4ex$cxtic$xx��F is aY a4xi:xx xxx�e�eK?c 4e Y aYx4c xScu xYxa'r is icYx xxxu�cx xaY ar �c xc do Submittal Fee $ Permit Fee $ CCF $ 40 CO /CC Notary $ 5. Training /Education Fee $ �• Technology Fee $ 4. Scanning $ - t.0 Radon $ DPBR $ Zoning $ Bond $ �w" tl Code E Double Fee $ Structural Review. $ Total Fee Now Due $ I 4 -! cr1S r C GuJI'I � l -Paxar ctr 3 b 4 See Reverse side MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) +t Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Ldnder's, Address Cih' 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 seethed for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: Ircertify 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. Al o, ajertifaed copy of the recorded notice of commencement must be posted at the job site for the first inspection which' occurs eve (7) s after the building permit is issued In the absence of such posted notice, the inspection will not be approved and rei fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this aJ The foregoing instrument was acknowledged before )ethis day of 'I'tJ� , 20 , by Qv -volly Y of O� , 20 r, by �O �l d� .C who is personally known to me or who has produced 3 who is personally known to m e or who has produced r L As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: M%IGA USSE H DIAZ _ g s�y+Y fri _.. ON # DD 483995 Si n: � Sign: ; : '� • Octaher 20, Print: v EXPIRES• P Print: `N ° �� KEMBLE Cs L7TRICK f My Commission Expires: My Commiss on s: L %pear- : sepl. ia,� (40n 89 163 melds No" service com x zYx &aexxxxeY dexdedex8exxxnk�4exxterxxnFx4cx' neaCxxzxx�x iaxxaYitxua &uttirx xxa'e' �u aYxxi: APPLICATION' APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/06) PERMIT #: 13- SG- 944855 STATE of FLORIDA APPLICATION #: AP886460 DEPARM4M OF HEALTH DATE PAID: 06/26/2008 ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAM: $55.00 SYSTEM 1EC0V/ #: -PID -10436 DOCUMENT #: PR746056 JUL 2 4 2008 CONSTRUCTION PERMIT FOR: OSTDS Existing Modification o APPLICANT: Alexander Quintana PROPERTY ADDRESS: 1045 NE 97 St MIAMI, FL 33138 LOT. 10 BLOCK: 180 SUBDIVISION: Revised Plat of Miami Shores PROPERTY ID #: 11- 3205-017 -0100 [SECTION, TOWSHIP, RANGE, PARCEL NMEER] [OR TAX M NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERK OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AMID SPECIFICATIONS T [ 900 ] GALLONS / GPD Existino seotic tank tD remain CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ I GALLONS DOSING TANK CAPACITY [ IGALLONS @[ ]DOSES PER 24 HRS #Pumps [ 7 4 D ( 428 ] SQUARE FEET bed confiouration drainfileld SYSTEM R [ I SQUARE FEET N/A SYSTEM A TYPE SYSTEM: (X] STANDARD ( ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH (X] BED ( ] N F LOCATION OF BENCHMARK: F.F.E.9.W' NGVD. I ELEVATION OF PROPOSED SYSTEM SITE ( 0.00 ][INCHES FT II ABOVE / IOW BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE ( 28 3 1F33qCHFsT FT IIABOVE BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.001 INCHES EXCAVATION REQUIRED: [ ] INCHES o Modification permit *Invert elevation of drainfield to be no less than 7.96 fL NGVD. T *Bottom of drainfield elevation to be no less than 7.46 R NGVD. H Install an outlet filter to existing septic tank. E R SPECIFICATIONS BY: Car M4 1 c za TITLE: - Legacy APPROVED BY: TITLE: Dade CHD car s M Iaaza DATE ISSUED: 07/1 008 EXPIRATION DATE: 01116/2010 DH 4016, 10/97 (Previous Editions May Be Used) Page 1 of 3 V 1.1.4 AP086460 SE760725 ... > » » -. , :• r . Miami Shores Village r .� 10050 N.E. I ., 2nd Avenue �. ,>,.. :� t Miam FF l Shores F •1 L 33138 -000 m - w i 0 ..................... . . . . . . . . . . . ................................................ . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . . . . . . . . . .............. ...... ... ............... E S i s see > . s . . ....... Phone: - 305 795 2204 ti�. v ' Exp iration: 0'� j 20/ Project Address Parcel Number Applicant ......................... .......... .......... ............................... ......... ...... ....... ............................... 1045 NE 97 Street 1132050170100 Miami Shores Village, FL Block: Lot: ALEXANDER QUINTANA .... 5?NlJ ig[. lnf4rrnatioQ ........................... ............................... Address........................................ ............................... Phone................................................... Cel i .............................. ALEXANDER QUINTANA MIAMI SHORES FL 33138 ........................................................ ............................... Contractor(s) Phone Cell Phone :Valuation: $ 2,000.00 MR C'S PLUMBING SEPTIC INC (305)651 -7859 (305)651 - 5652 Total Sq Feet: 0 Type of Work: DRAINFIELD Available Inspections: Type of Piping: Inspection Type: Additional Info: Rough Bond Return : Landscaping Classification: Residential Final JUL - aw�a�fs 6*(/ Ck A j 4frr (K J 9AN11 S1 VILLAGE Fees Due Amount Total Amt Paid Amt Due Bond Type - Owners Bond $300.00 :............................. CCF $3.60 $ 491.37 $ 491.37 $ 0.00 Education Surcharge $0.40 Notary Fee $5.00 Payment Type: Check / Number: 3034 Permit Fee - Addhions/Alterations $175.00 Scanning Fee $3.00 Technology Fee $4.37 Total: $491.37 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . July 24, 2008 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy Thursday, July 24, 2008 1 i WATER METER HEALTH NOTE: 75.00' PROPERTY LINE I. ___ THERE ARE NO PERTINENT FEATURES ON — — — — — — — — — — — — — — — — — — ADJACENT PROPERTIES AND ACROSS THE STREET 5' THAT MAY AFFECT THE SYSTEM INSTALLATION. 34' -9" 5 ' J I w I � I 249 SQ. FT. 5 15'_8 RESERVE I a DRAIN FIELD EXISTING 9' p DRIVEWAY TO 5#_g" I I ; = PRIMARY SYSTEM BED DRAIN FIELD REMAIN 7 +_4y TOTAL OF 435 SQ.FT. (MIN. REQUIRED IS 428 SQ.FT.) I = RESERVE DRAIN FIELD l TOTAL OF 435 SQ.FT. (MIN. REQUIRED IS 428 SQ.FT.) I I I =1 -- _----- _-- - - - -__ PROPOSED10cW 27' � I I r---------- - - - - -- I 2g' SWIMMING POOL 435sq.ft.BED I w I I I I SYSTEM DRAIN CL I I I I FIELD I 0. i II WATER LINE FROM METER I I I I I I TO HOUSE TO BE SLEEVED I II I I 4'x8' SEPTIC I I I TANK LOCATION I I I i I 8' 10' SCAL, I 1 /8" = 1' 01 1 I Fernando Morales, P.E. 186 SQ.FT. ",: ": ' Fe I I I RESERVE 10 $201 S.W. 182 Pia" I I I DRAIN FIELD '} Mtamt, Florida 33185 788 - 380 - 9739 I I L — License #51441 II I- -- -- - - - - -- --- , I II �I I I I 1 9' REVISED 07/09/08: ADDED WATER LIN LOCATION AND HEALTH NOTE j - 5''4" 16 s' PROPOSED LOCATIONS FOR SEPTIC TANK & DRAIN FIELD ONE STORY RESIDENCE 1 LL - - - - - -- - - - -- 1 � DATE: 06/04/08 ' u— 5 I 1 11 II I QUINTANA RESIDENCE I I I L_ J 1045 N.E. 97 STREET I I I MIAMI SHORES i I I I LEGAL: LOT 10, BLOCK 180 33138 TRACT 180A, 180B, 180C JOB NO. 50010 I 11 REVISED PLAT OF MIAMI SHORES 10/10/000 13:59 3056515610 MR C PLUMB SEPTIC PAGE 02/03 STATE OF FLORIDA PERnnIT rad. { . F DEPARTMENT O HEALTH ' .. DATE. PAID:: ONSITE :SELVAGE TREATMENT.AND DISPOSAL.SYSTEM FEE .PAID :: . CONSTRUCTION .INSPECTION AND..FINAL APPROVAL*R:EeE1PT #; APPLICANT: f .0 AGENT: ,'"!Z-- Tnt PROPERTY. ADDRESS LOT: BLOCK SUBDIVISION _���' CHE KBD" {X1 ITEMS ARE 'NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST DE- CORRECTED: T TANK INSLI{ATION .. ' SETBACKS — { ] [011 TANK SIZE [1 ] 0[2] [ 1 [271 SURFACE W ATER , FT. 1. [281 DITCHES FT 3j; [_ :OV1T4ET DEVICE. 5j ] 1 [29] PRIVATE WELLS FT L�1 -C,,HA BERED [Y l��' [ ] -.[301 . ,. PUBLIC WELLS FT j OUT') = Mf.IT F1 ER [ ] [311. _ . IRRIGATION WELLS FT [ 6J ` LDt ;:., [ ] [321 POTABLE WATER LINE `�'� LO �t= 7j W T AIG [.. 1 [331 BUILDING FOUNDATION 7 FT • [ , [ $ ] [ ' 1: [341 PROPERTY LINES FT [ ]j [09] r DE�1 TO LID [ 1' [351 OTHER FT D14AINFIEL04 FILLED ! MOUND SYSTEM I 1' ' "M" !' ' F [ ' SOFT [ ] [361 DRAINFIELD COVER [ 1 fill DIS "RIBUftF@1 C '`""` °Z - 11rAgER I 1 [3 SHOULDERS [ 1 . [12] NU BER OF DRAINUNES [ J [381 SLOPES. [ J 1131 D WINE SEPARATION .2 [ ] [39] STABILIZATION [ ] [141 D NL1NE SLOPE [ ] [151 DE Pte• + ADDITIONAL -INFORMATION . [ 1- [161 j=VA lfly [ Q E M I ] [401 UNOBSTRUCTED AREA [ J [171 SYTEWt OCATfOX :.—n.•«.., ,_ [ ] 1411 STORMWATER RUNOFF [ 1 1181 . DOSING PUMPS [ 1 [421 ALARMS I 1 , [ AGG TE SI .. `° [ 1 [431 MAINTENANCE AGREEMENT [ 1 120 AGGREGATE EXCESSIVE FINES "', [ l [44 BUILDING AREA [ J 12 �GREGATE DEPTH [451 LOCATIOI!OONFORMS WITH SITE PLAN [ . 1 [461 FINAL SITE GRADING y FILL/ EXCAVATION MATERIAL [ ] [47): CONTRACTOR ✓ C. :a [ J _(221 FILL AMOUNT' .' • [ j [48): OTHER [ 1 [23] FILL TEXTURE ' [ 1 [241 EXCAVATION DEPTH < <' ABANDONMENT [ j [251 AREA ' REPLACED [ . ] [491 TANK PUMPED ( j 1261 REPLACEMENT MATERIAL [ ; ] [501: TANK CRUSHED & FILLED —/ L_ EXPLANATION OF VIOLATIONS / REMARKS: ( ] [ 1 CONSTRUC [APPROVE[ ISAPPROVED]: c.e—, D CHD DATE: ?_ FINAL SYS P APPROV /DISAPPROVED]: a .+ri7 t —A a/ E 1 �° tom.^ — CHD DATE: DH 4016 (Page 2), 10/97 (Previous Editions May Be Used] Page 2 of 3 Stock Number 5744-002. 4016 -4 t " ..4. "T PT 1: � �t Appk& PT 2: Instaliet/Cgrttta1 !'" r PT 3: SuNng Department PT 4: Health Department Its MMIRRIMATi A-ME KO I gg TO a • N #Qq till", yj - " rit .2Q , LL V. I Ml .1"ONZ '. - I ; 1 1 Wa WIN T! . • ....1 l il 1 7s i ON MAU "NA , ASI w Mw, M; . �� :::e i.:5 t .J,o >. ' £ ::"� S i,r'�,Y£y t ; di;:! . ' t �,•fa} s :. ,i:ct� ;.:; '< i s ; t -�frl .ft h d! , 3=' " "'MOMMAR TIM,- i „ ?•:` �TT >. »u : AN Mmi INTO CL W En _3 LO u; ID ,r3 M 0 10 C14.4 f � jN�g MJAN DARE COUNTY, FLORIDA W ram METRO -DARE FLAGLER BUII.DING BUILDING CODE COMPLIANCE OMCE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.bu PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1 '130" Aluminum Sliding Glass Doors w/ wo Reinforcements -LM[ APPROVAL DOCUMENT: Drawing No.4406-1, titled "Alum. Sliding Glass Door - Impact", sheets lthrough 19 of 19, prepared by manufacturer, dated 09 -11 -07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner,. PE., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. AN 90 degree doors must be reinforced regardless of design pressure. 2. Refer to table in sheet 3 for Positive design pressure limitation Vs sill height LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06-0523.03 consists of this page 1 as well as evidence sheet E-1 and approval document mentioned above. NOA No. er 11, 2 .06 E Expiration Date: November il 2009 Approval Date: April 03, 2008 Page 1 r t f PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4406 -1, titled "Alum. Sliding Glass Door- ImVact", sheets Itbrough 19 of 19, prepared by manufacturer, dated 09 -11 -07 and last revised on 03/11/08, signed and sealed by Lucas A. Turner, P.E. B. TESTS (test reports transferred from file # 06 -0523.03) Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 Entity Test, per FBC 2411.3.2.1(b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum sliding door, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL 4159, dated March 25, 2004, F nA161, dated March 26, 2004, X162, dated March 30, 2004, VIL4163, dated March 25, 2004, FTI.-4171, dated March 29, 2004, VrL4454, dated Jan 31, 2005, FTL4524 dated Jan 31, 2005, and FTL -5084 dated Oct. 17, 2006 all signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 10-0 1-07 and last revised on 03/11/08, prepared by PGT, signed and seated by Lucas A. Turner, P.E. 2. Glazing complies with ASTMS- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07 1116.04 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont Sent yGlas ® Plus", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "E.l. DuPont Denemours" for "DuPont Butacite 0 PVB" dated 02/15101, expiring on 12111/10. 3. Notice of Acceptance No. 034827.0$ issued to Solutia Inc, for "Solutia Interlayer for laminated glass", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dazed 10- 01-07, signed by Lucas A. Turner, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises NOA # 06- 0523.03, expiring November 11, 2009. 2. Test proposal # 06 -0114 dated 04 -14-06 approved by BCCO. lsk,� . QLk M A, -- L Chan" P.E. Product Control Examiner NOA No. 074511.06 Expiration Date: November 11, 2009 Approval Date: April 03, 2008 E -1 f r GENERAL NOTES: IMPACT SLIDING GLASS DOOR (ALUM. REINFORCED / NON- REINFORCED) 1. GLAZING OPTION TYPES: (SEE DETAILS ON SHEET 2) A. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL -4161. B. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4163. C. 7/16" LAMI CONSISTING OF (1) EXT. LITE OF 3/16" ANNEALED GLASS AND (1) INT. LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. NOA DRAWING MAP D. 7/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. TEST REPORT FTL -4171. SHEET GENERAL NOTES .............1 E. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3116" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. GLAZING DETAILS............ 2 THE 7/16" LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4162. DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4 F. 1 1/16" LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 7/16" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE. CONFIGURATIONS........... 4 -5 THE 7/16" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4162. VERT. SECTIONS ............. 6-8 HORIZ. SECTIONS............ 9 -11 G. 9/16" LAMI CONSISTING OF (2) LITES (1 EXT., 1 INT.) OF 1/4" HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. PARTS LIST ....................... 12 TEST REPORT FTL -4163. EXTRUSIONS .................... 13-14 ANCHORAGE ..................... 15-19 2. CONFIGURATIONS: SEE SHEETS 4 AND 5. REINFORCEMENT REQUIREMENTS SEE NOTE 2, SHEET 3. 3. DESIGN PRESSURES: (SEE TABLES 1 THROUGH 6, SHEET 3) PRODUCT T REVISED A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. as col"Tlyiug with the Florida Buildin Code Acceptance Noa? —Oir d� B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. E"p""t' °" Date /� `? 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE DETAILS SEE SHEETS 15 THROUGH 19. b as l I C ProductDOW 5. SHUTTERS ARE NOT REQUIRED. 6. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORTS FTL -4159, FTL -4161, FTL -4162, FTL -4163, FTL -4171, FTL -4454, FTL -4524 AND FTL -5084. ELCO TEXTRON NOA: 040721.01, 03-0225.05 ANSI /AF &PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. SERIES /MODEL DESIGNATION SGD730, 2 -TRACK VERSION ALSO PREVIOUSLY REFERRED TO AS SGD70. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. DOORS SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. Rsr,aar. Oft Rawift- App REW INON-RMF TO GM NOTES AW NOTE RE EOWM o• .� / �� FIG lvl w? ° AM WPM '° NOTE I a URM7E N0S "MNarE' GENERAL NOTES AND MAP 107 TC FL 4, �. -�- - SLIDING GLASS DOOR . ALUM FJG 1tY1B/07 N culuFrExr1INI: ���»� NOTE �. No x. 34275 w. nrax ROOM P.O. BOX 1529 ► IMPACT Lucas A. Turner, P.E. FX 17113/07 I NOChANOE'TWShEET ss sawaet Sash 0*9 am*w a 01mmar. adw t w*w . tam NOKOMIS, FL 34274 Vbi* Better PE #58201 • F.K 6118/04 I r.,t Smm WS I 1 a 19 4406 -1 71 Mechanical • r 1 1/16" NOM. 4Z 1 1/16" NOM. 43 EXTERIOR 7/16" NOM. 55 O 3/16" ANNEALED GLASS 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS t65 GP INTERLAYER AIR SPACE EXTERIOR AIR SPACE 49 46 HEAT STR'D. GLASS EXTERIOR 3/16" ANNEALED GLASS 3/16" HEAT STR'D. GLASS .090 PVB INTERLAYER ( NOTE) .090 PVB INTERLAYER (NOTE) 51 3/16" HEAT STR'D. GLASS 51 3/16" HEAT STR'D. GLASS M. BITE 47 4 16 7 .591 NOM. .591 NOM. GLASS BITE GLASS BITE 7/16" LAMI GLASS (SGP), GLAZING TYPE A EXTERIOR 7/16" NOM. 39 n z ) 3/16" HEAT STR'D. GLASS liw 49 46 .090 SGP INTERLAYER 1 1/16" LAMI I.G. GLASS (PVB) 1 1/16" LAMI I.G. GLASS (PVB) 3/16" HEAT STR'D. GLASS GLAZING TYPE E GLAZING TYPE F NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR PRODUCT .591 NOM. SAFLEX/KEEPSAFE MAXIMUM. as !""Plying wi h he lotida GLASS BITE �` Code '�ccePtance k, _Of�l • b L Fix 7116" NOM. 41 Oration Date EXTERIOR By 3/16" HEAT STR'D. GLASS 9/16" NOM. 56 Miami Dade oductC�ontral�� 16 52 44 49 4 090 PVB INTERLAYER (NOTE) 1/4" HEAT Divi 3/16" HEAT STR'D. GLASS STR'D. GLASS 7/16" LAMI GLASS (SGP), GLAZING TYPE B .090 SGP EXTERIOR INTERLAYER EXTERIOR 7/16" NOM. 4U .591 NOM. 1/4" HEAT 3/16" ANNEALED GLASS GLASS BITE STR'D. GLASS .090 PVB INTERLAYER (NOTE) 57 46 49 46 3/16" HEAT STR'D. GLASS 16 52 44 591 NOM 7/16" LAMI GLASS (PVB), GLAZING TYPE D GLASS BITE GLASS BITE 44 4 52 16 52 4 16 7/16" LAMI GLASS (PVB), GLAZING TYPE C 9/16" LAMI GLASS (SGP), GLAZING TYPE G 1�(,EJS'' Rovaaer. DAW RovWoW omaw FJC 9111107 Q SERIFIATM GLAMNG OEfi4/ LSANDADDEDQLA3STIPEDES,Q1VATfON GLAZING DETAILS Rewds)c VOL Rsrls tons 1070 TECHNOL001'DR/VE FJC 1w1ew H NO CHANGE THIS SHEET NOKOMIS, FL 34275 tft FIC IGWA R ovkl r NO CH ANGE n sir P.O. sox 1 ALUM. SLIDIN GL ASS DOOR, IMPACT Lugs A. Tumer, P.E. vmm sr. amw Codod BY. a NOKOMIS, FL 34274 VWbly Better F.K 6/18/04 J SOD730 FU Z 19 4406 -1 71 Mechanical • .I 411 90 CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 31/2" HIGH (REINFORCEMENT REQUIRED TABLE 1. A. FTL -4159, FTL -4161: 7/16 LAMI (3116A EXT. +.090 SGP +3 116HS INT.) SEE REINFORCEMENT DETAILS ON SHEETS 9 & 10 B. FTL -4163, FTL -4161: 7/16 LAMI (3/16HS EXT. +.090 SGP +3 /16HS INT.) G. FTL -4163: 9/16 LAMI (1 /4HS EXT. +.090 SGP +1 /4HS INT.) NOM. CO a � & J-'\ HEIGHT PANEL g WIDTH 0 � 80" (6 " (7 j 90" (7 6 ) 96" (8 102" (8 108" (9 114" (9 120" (1 OP) 24" 2 A, B, +70.0 -70.0 +74.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30"(2 6 A, B, +70.0 -70.0 + 0 -70. +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 36" 3 A, B, G +70.0 -70.0 +70.0 -7.0 +70.0 -70.0 +70.0 -70.0 +60.0 1 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 42" (3 6) A +70.0 -70.0 +70.0 7 fO. 0 +70.0 -70.0 +69.5 -69.5 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +57.9 -57.9 B, G +70.0 - 70.0 +70.0 - 70.0 +70 -70.0 +70.0 70.0 +60.0 -60.0 1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 48" {40) A +70.0 -70.0 +7 .0 -70.0 +68.0 -68.0 +62.5 -62.5 +58.0 -58.0 +54.4 -54.4 +51.7 -51.7 +49.9 -49.9 B, G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 A +70.0 -70.0 +68.5 -68.5 +62.9 -62.9 +57.5 -57.5 54" {46) B, G +70.0 -70.0 +70.0 1 -70.0 +70.0 -70.0 +70.0 -70.0 NOT AVAILABLE 60" (50) A +66.2 -66.2 +62.8 -62.8 +58.8 -58.8 +53.9 -53.9 B, G +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 90 CORNER AND STRAIGHT DOORS WITH EXTENDED SILL, 3112" HIGH TABLE 2 . (REINFORCEMENT NOT REQUIRED AT STRAIGHT INTERLOCKS & ASTRAGALS) 90 CORNERS REQUIRE C. FTL -4171: 7/16 LAMI (3/16A EXT. +.090 PVB +3 116HS INT.) REINFORCEMENT IN CORNER PRODUCT REVP3i:D as complying with the Plod& D. FTL -4171: 7/16 LAMI ( 3/16HS EXT. +.090 PVB +3 /16HS INT.) Acce BASE STILES REGARDLESS Ace Bu ilding Code ptance No 07 DS! E. FTL- 4162:1 1/16 LAMI I.G., 3116T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16A EXT. +.090 PVB +3 /16HS INT.) OF THE DP TABLE USED. E �tionDatc �/ F. FTL- 4162:1 1/16 LAMI I.G., 3116T CAP +7/16 AIR SPACE +7 /16 LAMI (3/16HS EXT. +.090 PVB +3 /16HS INT.) Mi� ProdtactCOMDUOl NOM. � a DOOR HEIGHT Di vision PANEL g WIDTH 80" (6 s ) ,. (7 �„ �s w „ (8 24" (20) C,D, +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 SEE NOTE 1 OH LENGTH �y E,F I C,D, POS. OVERHANG 30" (2 6) E,F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +$0.0 -80.0 SILL DESIGN OH LENGTH 36" (30) C,D, +80.0 - 80.0 +80.0 - 80.0 +80.0 - 80.0 +80.0 - 80.0 HEIGHT PRESS. OH OH HEIGHT E,F 3.50U' +80 PSF HEIGHT EQUAL T01 C E +80.0 - 80.0 +78.7 - 78.7 +74.7 - 74.7 +69.5 - 69.5 0I OR GREATER 42"(3 6) 2.713" +40 PSF 0 + + + + D F 80.0 -80.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 C, E +76.8 -76.8 +73.2 -73.2 +68.0 -68.0 +62.5 -62.5 2.437" +40 PSF SEE NOTE 1 4$" (4 D, F +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 1 +80.0 -80.0 NOTES: 1. FOR DOORS WITH 2.436" OR 2.713" SILL HEIGHTS: POSITIVE DESIGN PRESSURE IS LIMITED TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. SEE VERTICAL SECTIONS, SHEETS 6 THROUGH 8. POSITIVE DESIGN PRESSURES SHOWN IN TABLES 1 AND 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE DIAGRAM ABOVE); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. `3 (olar 2. SEE SHEETS 9 THROUGH 11 FOR ASTRAGAL, CORNER ASTRAGAL AND INTERLOCK REINFORCEMENT DETAILS REFERRED TO IN TABLES 1 AND 2 ABOVE. per. Oft COMOM lETABLE3W7H TABLE 1.AMREWORCEM APFLCNBILRY aa.mram FK sv11/07 1070 TE s aARrFYTAeL i DooR Vrs AND xrANr FALL GL ssREc R DESIGN PRESSURES sv&kra: CzARlFYTABLE 1 DOOR S�SAND EXTANT. OFALL GLASS RECIPES [aFiMOLOQYDRNE FK 10/1&W H AOD NOTE 1 SLL Hr. TABU EXPAAl02 NDTEAA® ADD NOTE 1 NOKOMIS, FL $4276 � �- ALUM. SLIDING GLASS DOOR, IMPACT FK 12113107 I RDIBEDP TABLE FORMAT DENWFRESSUREOMNGES P.O Box IMP Lucas A. Turner, P.E. Orarv" 0� fYiacled Daft NOKOMIS, FL 34274 V fslbly Better ea�x s AND Rer PE 1858201 F./G 6N8/04 �./ 4115W SGD730 FUL 3 19 4406. 1 1 Mechanical AVAILABL IN 900 DLO, SEE NOTE 6 CONFIGURATION PANELS TRACKS CORNER 0 1 2 XP or pX 1 2 E� JE I 1 D I D Ff I F A[ JA 00 2 2 �" OX or XO BY -PASS 2 2 XX BYPASS 2 2 a I� /'! DLO, MAX. HT. POCKET POCKET �/ SEE SEE NOTE 5 NOTE 4 p)% or XXp 2 2 b t� XOX BY -PASS 3 2 y D 391/4- Br JB G[ 000 3 2 ` ID TYP. 1 t 1 OXO BY -PASS 3 2 NA _Iui Nil pXXO or OX)lp 3 2 OMAX. HORIZ. DLO MAX. HORIZ DLO MAX. HORIZ. DLO 0)0( or XXO BY -PASS 3 2 TYP., SEE NOTE 6 TYP., SEE NOTE 6 TYP., SEE NOTE 6 SEE NOTE 7 OOX or XOO BY -PASS 3 3 OXXorXXO BY -PASS 3 3 pX OR Xp XX OR p XX OXO XXX BY -PASS 3 3 FIXED PANEL CLIP (ITEM 18) LOCATIONS, W= 3 3 TYP. ON ALL FIXED PANEL SIDE RAILS OXX or XXO BY -PASS 3 2 0000 4 2 12" OXXO BY -PASS 4 2 NA Er J E Df l D % C A[ �A O)00(p or pXVD 4 2 1 1 1 p= orXXW BY -PASS 4 2 X)= BY -PASS 4 2 C/L POCKET NB C b 000wo 4 2 rRo.�t►cT liEVtst.D OOOX or X �J 000 BY -PASS 4 4 a_ complyirag wide the Florida OOXXorXXOO BY -PASS 4 4 Hr �1..� JB H[ 1H $wldihscodo OXX( or X= BY -PASS 4 4 i t 1 Acceptance No --n , ` — � G X 0 X BY -PASS 4 4 12 " Expiration Datc��"�'TT"' P)m or )0wP 4 4 MAX. HORIZ DLO MAX. HORIZ. DLO BY Dade uuct Co ntrol )0000( BY-PASS 5 3 NA TYP., SEE NOTE 6 TYP., SEE NOTE 6 Division pXX) WP 6 3 NA XO OR OX pXXXO OR OXXXp )00000( BY -PASS 6 3 NA pX=0000(p 8 4 NA XX*0000( $ 1 4 NA DLO HEIGHT= DOOR HEIGHT- 71/4" TABLE 3. (LOWER CASE p REPRESENTS POCKET) DLO WIDTH = NOM. PANEL WIDTH - 4 9/16" NOTES: 1. FOR VERTICAL SECTION DETAILS SEE SHTS. 6-8. FOR HORIZONTAL SECTION DETAILS SEE SHTS. 9 -11. 2. FOR APPROVED PANEL CONFIGURATIONS SEE SHEET 5. THESE CAN BE MIXED AND MATCHED FOR 90° CORNER DOORS TO A MAXIMUM OF (4) PANELS EACH SIDE OF CORNER. INSIDE OR OUTSIDE CORNER \\ Kr �K DOOR FRAMES HAVE THE SAME NUMBER OF TRACKS EACH SIDE OF CORNER TO A MAXIMUM OF (4). 3. FOR ANCHORAGE DETAILS SEE SHEETS 15-19. 4. MAX. HEIGHT FOR DOORS WITH UP TO 4 FT. (48 - ) NOM. WIDTH PANELS IS 10 FT. (120 - ). MAX. HEIGHT FOR DOORS WITH UP TO 5 FT. (60 - ) NOM. WIDTH PANELS IS 8 FT. (96 - ). SEE TABLE 3 ABOVE.. 5. VERTICAL DAYLIGHT OPENING FOR 10 FT. HIGH (120 - ) DOORS IS 112 3/4 MAX. AND FOR 8 FT. HIGH (96 - ) DOORS IS 88 314° MAX. (MAX. DLO HEIGHT = DOOR HEIGHT - 71/4 - ) 6. HORIZONTAL DAYLIGHT OPENING FOR 5 FT. (60 ") WIDE PANELS IS 55 7/16 MAX. AND FOR 4 FT. (48 - ) WIDE PANELS IS 43 7/16 MAX. (MAX. DLO WIDTH = NOM. PANEL WIDTH - 4 9/16 ") 7. FIXED PANEL ANGLE BRACKETS (ITEM 54) LOCATED AT THE HEAD AND SILL OF ALL FIXED PANEL ��/ INTERLOCKS, SEE SHEET 10 FOR DETAIL VIEW. i t �t EXAMPLE OX -XO 90 OUTSIDE CORNER f Rrwdarr. Ober Rs*b AW00W:MWT0C0MVMLM&8 AOD FXAN/PLE00 AM"ATIOK D F x cw inTr o co;> nrat�s s wirHHO�z 1t770 rFC votoorvRtvF EXAMPLE ELEVATi►ON5 A CONFIGURATION DIMS MAM AX 1wfl 7 H ALlIDMX 010 FOi *AA TO iYOW 5AW & WK0W FL 34278 >�r ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tumer, P.E. FX 1110307 I AfOCHMM T}#S!1lT P.O. BOX 1529 — jC;_r sorer t�rMiOlra nar PE #58201 DwwrBy rarer Door NOK06W. FL 34274 Visibly Better S(;�73(1 NT+S 4 d 99 �44a6 -1 I Mechanical F.K B/1�4 A 4106W 1 1 D OPERABLE RIGHT HAND LM L•H• ASTRAGAL BASE LOCKSTILE INTERLOCK INTERLOCK W/MALE ADD-ON G LOCKSTILE E DOUBLE LM W B /MALE ADD-ON INTERLOCK _ INTERLOCK GR DOUBLE OPERABLE RP FIXED R.H. INTERLOCK LOCKSTILE LOCKSTILE INTERLOCK zi� INTERIOR Y FIXED DOUBLE PR L.H. FIXED (ALL CONFIGURATIONS) LOCKSTILE INTERLOCK INTERLOCK LOCKSTILE EXTERIOR YR DOUBLE FIXED I DOUBLE DOUBLE INTERLOCK LOCKSTILE INTERLOCK INTERLOCK SD INTERLOCK DOUBLE J O ILE ASTRAGAL BASE INTERLOCK DS INTERLOCK INTERLOCK U W/FEMALE AD LLOCKS71 E W DOUBLE ASTRAGAL BASE T ASTRAGAL BASE FIXED INTERLOCK W /FEMALE ADD-ON W/FEMALE ADD-ON LOCKSTILE PRODUCT REVISED WM DOUBLE ASTRAGAL BASE DC DOUBLE CORNER BASE STILE as complying with the Florida Code INTERLOCK W/MALE ADD-ON INTERLOCK W /OUTSIDE CORNER Building RECEIVER STILE P No Expiration Date / WR ASTRAGAL BASE DOUBLE CD CORNER BASE STILE DO Miami UBLE BY - W/MALE ADD-ON INTERLOCK W /OUTSIDE CORNER INTERLOCK RLOCK n uct Control STILE Division CORNER BASE STILE R LOCKSTILE INTERLOCK DA INTERLOCK 1NRNSIDE CORNER RECEIVER STILE S FIXED ASTRAGAL BASE AD WANSIDE CORNER CORNER BASE STILE DOUBLE LOCKSTILE W/FEMALE ADD-ON RECEIVER STILE INTERLOCK CORNER BASE STILE K L.H. OPERABLE DQ DOUBLE W /CORNER INTERLOCK LOCKSTILE INTERLOCK LOCK STILE CORNER BASE STILE L L.H. ASTRAGAL BASE QD W /CORNER DOUBLE INTERLOCK W /FEMALE ADD-ON LOCK STILE INTERLOCK CORNER BASE STILE CORNER BASE STILE Fi'C W /OSIE CORNER A�; WflNSIDE CORNER' FIXED UTD C LOCKSTILE RECEIVER STILE LOCKSTILE RECEIVER STILE CORNER BASE STILE CORNER BASE STILE CF W /OUTSIDE CORNER FIXED CA W/INSIDE CORNER FIXED LOCKSTILE U t 1 /0 RECEIVER STILE LOCKSTILE RECEIVER STILE R~ey. ww RmWWWW o..00ffax F 91 11e07 G No CHANGE THrssr r PANEL TYPES Revs By Rertetonx 1070 TECHNOLOQYDRIVE FJC 10Haw H NO CHANGE 77118 SHEET NOKOMIS, FL 34275 7m FGWB now ReM= ALUM. SLIDING GL ASS DOOR, IMPACT T � , Lucas A. Turner, P.E. FJC 12H3r07 I NO CHANGE THIS SHEET P.O. BOX 1528 PE #58201 F.KG 6/18/04 W �r Sw �„, a aa�cm NOKOMIS, FL 34274 V bly Better NTS 5 99 440fr 1 M . 16 16 1 1 NOTE: REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. L WI ' I I 37 ASTRAGAL 37 ASTRAGAL 3$ SIDE RAIL 3$ SIDE RAIL EXTERIOR EXTERIOR PIit3DtJCTV as complying with tt :e >:loti+la Etuading Code , QC Acceptance No b E Date P� BY ptoduc� Control Miami D Division EN 16 16 35 ., a% EN 35 0 SEE NOTE ABOVE 3.500" 2.436" OPTIONAL, AVAILABLE 4 ALL ORIGINAL 2 -TRACK SEE NOTE ABOVE CONFIGURATIONS 3 5 6 \ / a EXTERIOR INTERIOR E:> TYP. VERTICAL SECTION SHOWING ONE (ALL SECTIONS) TYP. VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL TWO ACTIVE PANELS R Fx 1 9/11" ° " "O7E RENO SU M VERTICAL SECTIONS ORIGINAL 2 TRACK >o Dear Ric 1om TECHlVOiO©r0RlVF + F.K 10/16/07 H ADDSU Hr TAMEANDP03MVEDPREFERENCETONam NOKOMIS, F 0/75 � ROM= IMPACT Lucas A. Tumor, P.E. SLIDING GLASS DOOR , P.O. BOX 1529 FK 19113+07 I No CHANGE iH13 St1E1<7 NOKOM/S, FL 34274 Virsibly Better °iDNO R° " PE #38201 view Sr. ° a0 ° SGD730 1 1 1 6 d 19 440&1 I Mechanical i. K 8/1"4 J./. 4M6Po6 16 I 65 S ALTERNATE 2 TRACK FRAME W/ SCREEN RAIL 0 71 NOTE: ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 ASTRAGAL 3$ SIDE RAIL 3$ SIDE RAIL I� EXTERIOR EXTERIOR �t, -D Code �, co ;:ant, } :st? �n'itti tt :a rtorida G No Expira iot, at y� � Expitauon Date I BY Miami Division 16 16 35 35 a 3.500" 2.713" 6Q SEE NOTE ABOVE 5 6 ALTERNATE 2 TRACK FRAME WITH SCREEN RAIL 69 61 SEE NOTE ABOVE EXTERIOR INTERIOR E> TYP. VERTICAL SECTION SHOWING ONE "`►►► (ALL SECTIONS) TYP VERTICAL SECTION SHOWING ACTIVE PANEL AND ONE FIXED PANEL W/ SCREEN TWO ACTIVE PANELS W/ SCREEN ,mss,• baw ROVIOM o ftowm RK 9/11A77 ° EWAnmNa7FAnI) SILL ExrENDErrNOranoNS VERTICAL SECTIONS 2 TRACK e,: 1o70TECHNOLOOrDRNE FK 10/18/07 N ADD SU NT. TABLEAND PownVEDPREFOWNX TO NOTE NOKON/S, FL 34275 Tft FIG 1211307 NO CHANGE ALUM. SLIDING GLASS DOOR, IMPACT P.O. BOX 1b19 Lucas A. Tumer, P.E. -AC=Y- o m�er Dec O DOW NOKONIA FL 34274 Visi Better & so.� r PE #58201 F.lG &/1S/04 .L,l 4/16 5 SW730 1' /2 7 ?9 4406-1 I Mechanical 16 OPTIONAL ON 3 OR 4 TRACK FRAME 16 S17, S20 or S23 63 rn . 64 NOTE: El pi ITEM 61 OR 62, SILL RISERS ARE AVAILABLE ALL CONFIGURATIONS. REFER TO NOTE 1 AND SILL HEIGHT POSITIVE DP TABLES ON SHEET 3 FOR POSITIVE DESIGN PRESSURE CONSIDERATIONS FOR VARIOUS SILL HEIGHTS. 37 ASTRAGAL 37 e" 2713" ASTRAGAL 38 SIDE RAIL 38 SIDE RAIL EXTERIOR EXTERIOR PRODUCT REvisED as complying with the Florida Eluildins coat G —_O')/1 .OG a► ',pira d T�7 pirauon Date By odud Conttol Miami Dade Divisian 16 3. --/ T F SEE NOTE ABOVE La 61 59 S16, S19 or S2 58 9 ABOVE SEE NOTE "` (ALL SECTIONS) OPTIONAL ON 3 OR 4 TRACK FRAME � ��� EXTERIOR INTERIOR � TYP. VERTICAL SECTION SHOWING TYP. VERTICAL SECTION SHOWING THREE ACTIVE PANELS W/O SCREENS FOUR ACTIVE PANELS Wl SCREEN TRACK ma aft RW&bw 13-010- FK W11107 19 awnnroMNrnsUErAnrorarroW VERTICAL SECTIONS 3 & 4 TRACK M%Td ate: 10M 7ECHNOtoovnr FK 1WIW H ADD SILL HT. TABLEAND POSITIVE DPREFEWOCE TO NOTE NOKOMIS, FL 3dt T� o� ALUM. SLIDING GLASS DOOR, IMPACT FJC M3407 I NOOtIANOETHIS �T P.O LucasA- Tumer,P.E. „ p� NOKOM/S, FL 34274 y $j � 662to t ' 8e �` a 59 ` PE #58201 FA 61=4 JJ 4 115 W I I I SGD730 112 8 d 19 4406-1 I Mechanical • 3, 58, 59, LOCATED AT VERTICAL INTERLOCK REINFORCEMENTS REQ'D W/ 60 or 69 25 18 CENTER, 12" FROM TOP AND 12 27 USE OF TABLE 1, SHEET 3 17 BOTTOM OF FIXED PANELS (3) REQ'D 3, 58, 59, EXISTING STRUCTURE X 60 or 69 8, 66, 67, 3, 58, 59, 68 or 71 6 X 60 or 69 O ITEM 68 SHOWN X 11 10 25 11 4 INTERIOR S18,S21 or S24 (ALL SECTIONS) EXTERIOR ITEM S24 SHOWN SECT. B -B SECT. A -A DOUBLE & SINGLE INTERLOCK - - - FIXED STILE AT JAMB (OUTSIDE) SECT. D -D MOVABLE INTERLOCK AT P -HOOK & PRODUCT REVISED 37 as complying with the Florida 38 Building Code �,�r�� �y� 13 14 15 13 10 Acceptance No Expiration DawA4- q1 T �— • By (SG.a � —•�< Miami Dade 'Act Division X X X ITEM 68 SHOWN 8, 66, 67, LL' 68 or 71 6 ITEM S24 SHOWN E 58; or S24 ------ - - - - -- ----- -- - --- 27 ASTRAGAL REINFORCEMENTS SECT C-C REQ'D W/ USE OF TABLE 1, SHEET 3 SECT. E -E , MOVABLE TO MOVABLE ASTRAGAL (INSIDE SHOWN) MOVABLE STILE AT JAMB (INSIDE) 3,�f ,a D� RavWmw FAG sir 1R77 ° nro c rrusT HORIZONTAL SECTIONS ftw W. � ReNelod� 1070 TECHNOLOOYDRIVE 'res Fm- m ft- H CWtI FYDPTA@ LEREFER611CFFOR8EC770A�88ANDCC. NoKOn��s,FL r6 ALUM. SLIDING GLASS DOOR IMPACT P.O. BOX lag � Lucas A. Turner, P.E. FA 101307 I AfOCtG4NOETNlE38MEET NOKOMIS. FL 34274 Visibly Better s oda ftwx a� wa eeo�ra Rar PE #+58201 Dre Cheated . MNI "730 112 9 d 19 40&1 1 Mechanical F.lG 611&M rr 401" f ASTRAGAL REINFORCEMENTS 27 REQ'D W/ USE OF TABLE 1, 23 3, 58, 59, INTERLOCK REINFORCEMENTS REQ'D W/ SHEET 3 & 60 or 69 12 27 USE OF TABLE 1, SHEET 3 13 14 15 13 3, 58, 59, 0 60 or 69 o I ICI I x III + Q II I I I 22 ,, INTERIOR 0 (ALL SECTIONS) EXTERIOR FIXED - FIXED CONFIGURATION - - - - -- --------- - - - - -- DOUBLE & SINGLE INTERLOCK SECT. F -F (NOT SHOWN IN SHEET 4 ELEVATIONS) MOVABLE TO FIXED ASTRAGAL (INSIDE) LOCATED AT VERTICAL INTERLOCK REINFORCEMENTS 3, 58, 59, a szonucr REVIS 3 58, 59, as complying with the Florida CENTER, 12" FROM TOP AND 3, 58 , 59, REQ'D W/ USE OF TABLE 1, 27 ITEM 68 SHOWN 60 or 69 Building code BOTTOM OF FIXED PANELS 60 Or 69 SHEET 3 12 60 Or 69 Acceptance No y Expraton Date 8, 66, 67, (3) REQ'D 18 25 68 or 71 B y.! �`". conao� � � � I O Division 25 — p 38 6 * �' 10 X X I V — ITEM 68 SHOWN 8, 66, 67, 11 68 or 71 ITEM S24 SHOWN S18,S21 ITEM S24 SHOWN or S24 S18, 21 or S24 SECT. H -H SECT. 1 -1 10 SECT. G -G MOVABLE STILE AT JAMB (OUTSIDE) DOUBLE &SINGLE INTERLOCK OX FIXED STILE AT JAMB (INSIDE) ( OX) 08W ftw5bw ftod FJC s 6 NO CH THM HORIZONTAL SECTIONS CONTINUED fo7o�. P T FJG 10/law H CZAR/ Ft' DPTASLEREF61�IfCEFORBECT /thYSF,F,IfH &FI)CEDiN1EJ7ZOCfC NOKOMIS,R94278 � d ALUM. SLIDING GLASS DOOR, IMPACT FJG 1211307 I NO CHANGE THISSH�T P.asox1629 sarematoae� sari a on.d�gNa Rsr Lucas A. Turner, P.E. 8y. DE chadod t NOKOAd, FL 34274 Yasstbly Better PE #58201 F.K SNS/04 J 4/16 5 SGD730 1/2 -1 19 4406-1 I Mechanical —''� 2.360 f +--j EXTRUSION SCALE: 1/4 3, 58, 59, 80 81 INTERIOR 60 or 69 - REINF. REQ'D � •125 1.700 � � 3.499 —�-{ W/ USE OF j TABLES 1 AND 2, SHEET 3 .090 1.700 27 80 - . PANEL CORNER BASE STILE MAT'L: 6063 -T6 DWG# 4433 .039 REINF. REQ'D W/ USE 81 - . PANEL CORNER RECEIVER STILE MAIL: 6063 -T6 OF 27 TABLES 1 AND 2, SHT. 3 DWG# 4433 I I INTERIOR 82 2.502 +� j _ 125 1.700 27 i EXTERIOR 80 REINF. REQ W/ '' 82 - PANEL CORNER LOCK STILE USE OF TABLES 1 1 MAIL: 6063 -T6 AND 2, SHEET 3 82 DWG# 4433 SECTION SCALE: 1/2 � � I ; pgOgUCT REVISED Florida as camplYinB REINF. REQ'D W/ 3 58 59 A �No Z c EXTERIOR �xpiratton Datc Z AD / USE OF TABLES 1 27 AND 2, SHEET 3 - 60 or 69 �, K 'Mtattilt 1)R(k'. rr } ;•:4 �OlitrO�' DETAIL J - TYPICAL INSIDE 90 CORNER SECTION DETAIL K - TYPICAL OUTSIDE 90 CORNER SECTION INTERIOR t a • SEE DETAIL J ABOVE EXTERIOR SILL WIDTH EXAMPLE INSIDE 90 CORNER PLAN 2 TRACK = 4 .222° EXAMPLE OUTSIDE 90 CORNER PLAN (4) PANEL BY (4) PANEL DOOR 3 TRACK = 6.130" (4) PANEL BY (4) PANEL DOOR (BY -PASS TO BY -PASS SHOWN) 4 TRACK = 8 .038" (BY -PASS TO POCKET SHOWN) INTERIOR '• SEE DETAIL KABOVE l� EXTERIOR 2 / PLAN SCALE: NONE ,1 r F.K W11 0 cr pAMVlrrziW &MIaws>XEREUWRXICMdW 1 ,p CORNER DOOR, SECTIONS AND EXTRUSIONS M lWAw H 6VCOl��N1 N07F NOKO� FL 34276 16wv �� - A - w — WiF Ird ALUM. SLIDING GLASS DOOR, IMPACT Pic l? ls"wr I NO OffiNGE' TM 8MMr PA BOX ism Lucas A. Tumer, P.E. ~ D�IZ txa,obd Dow NOKOM!& FL 34274 V Better artrMbAt scttie mwpttta AuR PE #58201 F.K &haw JA 4116M 3QD790 t/7 t t a 19 44M-1 I mechanical ITEM DWG# PGT # DESCRIPTION ITEM DWG#1 PGT # DESCRIPTION 1 4302 612245 ORIGINAL FRAME, HEAD 41 D 7/16 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT BUTACITE OR 2 4386 7P4386 SILUHEAD WEATHER STRIPPING PAD SAFLEY4KEEPSAFE MAXIMUM INTERLAYER+3116HS INT. 3 4303 64303 ORIGINAL FRAME, SILL 42 E 1 1/16 LAMI I.G. GLASS, 3/16 TEMP - 7116 AIR SPACE - 3116A EXT. +.090 4 1 4361 64361 ORIGINAL FRAME, 3.500 SILL ADD ON DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM 5 4314 612254 ADAPTER, FIXED PANEL INTERLAYER+3/16HS INT. 6 4315 64315 THRESHOLD COVER 43 F 1 1116 LAMI I.G. GLASS, 3/16 TEMP - 7116 AIR SPACE - 3/16HS EXT. +.090 7 4385 71164 HEAVY DUTY 4 HOLE BUMP STOP DUPONT BUTACITE OR SAFLEX!KEEPSAFE MAXIMUM 8 4304 612247 ORIGINAL FRAME, JAMB INTERLAYER +3 /16HS INT. 9 1155 -1 781 PQA #8 X 1" I.G. S. STL. QUAD /PHIL PAN HEAD 44 DOW CORNING 899, 995 GLAZING SILICONE OR EQUIV. 10 4306 612249 PANEL SIDE RAIL 46 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK 11 4383 64383 DOUBLE INTERLOCK 47 1225 6TP248 VINYL BULB WEATHERSTRIP IN 12 4399 64399 INTERLOCK 49 4324 6534601 7/16" LAMI GLAZING BEAD 13 4398 64398 ASTRAGAL BASE 51 4395 64395 1 1/16" LAMI I.G. GLAZING BEAD 14 4380 64380 FEMALE ADD-ON 52 1267 71267N SETTING BLOCKS 1" X 1/2" X 118" THICK 15 4381 64381 MALE ADD-ON 53 749 7BRKTM25 REINFORCEMENT SPRING CLIP 16 4305A 64305 TOP & BOTTOM RAIL 54 4356 74356A FIXED PANEL ANGLE BRACKET 17 4403A 64403A P -HOOK FOR POCKET DOORS 55 A 7116 LAMINATED GLASS - 3116A EXT. +.090 DUPONT SENTRYGLAS PLUS 18 4362 64362 FIXED PANEL CLIP INTERLAYER +3 /16HS INT. 19 1235 67S16G WSTP .170 X.270 BACK, FIN SEAL 56 G 9/16 LAMINATED GLASS -1 /4HS EXT. +.090 DUPONT SENTRYGLAS 20 14393 67393G WSTP .400 X.270 BACK, FIN SEAL PLUS INTERLAYER +1 /4HS INT. 21 72OX112X 1/4-20 X 1.50 PH. PAN HEAD S. STL. TYPE F 57 4375 164375 9/16" LAMI GLAZING BEAD 22 71420X114SHCSF 1/4-20 X 1.25 LG. SHCS S. STL. 58 4407 64407 FRAME, 4 TRACK SILL 23 71032X1 FPFX #10-32 X 1" I.G. PHILLIPS FLAT HEAD 18-8 S. STL. 59 4408 64408 FRAME, 3 TRACK SILL RECESS ADAPTER MOUNTING SCREW & HANDLES 60 4409 64409 FRAME, 2 TRACK SILL 24 70834X #8 X 3/4" LG. PHILLIPS PAN HEAD 18-8 S. STL. 61 1 4410 64410 FRAME, 2.713 STANDARD SILL ADAPTER KEEPER MOUNTING SCREW 62 4411 64411 FRAME, 3.500 SILL ADAPTER 25 78MPPT #8 X 318 LONG PHILLIPS PAN HEAD TEK 63 4412 64412 FRAME, 4 TRACK HEAD pRODUCT REVISED 26 71032INSERT 10-32 ALUMIN THREADED INSERT 64 4413 64413 FRAME, 3 TRACK HEAD a, complying with ft Ilorids 27 4357 64357M ALUM. REINFORCEMENT .500 X 1.500 65 4414 64414 FRAME, 2 TRACK HEAD Building Cod 28 4388 MOVING /FRED INTERLOCK END PLUG 66 4415 64415 FRAME, 4 TRACK JAMB a V i r �non Dale 4 0 29 4387 44387 ASTRAGAL BASE END PLUG 67 4416 64416 FRAME, 3 TRACK JAMB r 30 14389 44389N LOCKSTILE END PLUG 68 4417 64417 FRAME, 2 TRACK JAMB control 31 4392 7XXX1MD BS TOP RIGHT STICKER COVER 69 4442 64442 FRAME, 2 TRACK SILL W/ SCREEN RAIL Division 32 4392 7WAMD(BSOO BOTTOM RIGHT STICKER COVER 70 4441 64441 FRAME, 2 TRACK HEAD W/ SCREEN RAIL 33 4392 7=GMD(BSM TOP LEFT STICKER COVER 71 4443 64443 FRAME, 2 TRACK JAMB W/ SCREEN RAIL 34 4392 7)=MD BS BOTTOM LEFT STICKER COVER 80 4433 64433 PANEL CORNER, BASE STILE 35 1 1049 71049 TANDEM ROLLER 81 4434 64434 PANEL CORNER, RECEIVER STILE FEMALE 36 1636 72048 W,K,S 3/4" HOLE PLUG 82 4435 64435 PANEL CORNER, LOCK STILE MALE 37 7SGD4050 (1) TRUTH INTERIOR PULL HANDLE & BASE S1 4317 612256 SCREEN, TOP RAIL (1) TRUTH EXTERIOR PULL HANDLE & BASE S4 4318 612257 SCREEN, BOTTOM RAIL (2) #8-32 X 13/4" COLOR MATCHED HANDLE BASE S7 4319 612258 SCREEN, SIDE RAIL SCREWS S11 4320 612259 SCREEN, MEETING RAIL 38 7SGD2889 (1) TRUTH INTERIOR PULL HANDLE & BASE S13 4428 64428 SCREEN, DOUBLE INTERLOCK (1) TRUTH EXTERIOR PULL HANDLE & BASE S14 4344 64344 SCREEN, ASTRAGAL (2) #8-32 X 13/4' COLOR MATCHED HANDLE BASE S15 4384 64384 SCREEN, ASTRAGAL ADAPTER SCREWS 816 4418 64418 SCREEN, 3 TRACK SILL (1) MORTISE LOCK LATCH & KEEPER S17 4419 64419 SCREEN, 3 TRACK HEAD (1) STAINLESS MORTICE LOCK S18 4420 64420 SCREEN, 3 TRACK JAMB S19 4421 64421 SCREEN, 2 TRACK SILL ZINC DICHROMATE RECESS ADAPTER ( ) 2 TRACK HEAD S20 4422 64422 SCREEN, 39 B 7/16 LAMINATED GLASS - 3/16HS EXT. +.090 DUPONT SENTRYGLAS S21 4423 64423 SCREEN, 2 TRACK JAMB PLUS INTERLAYER 3/16H INT. S22 + 2 SCREEN 1 TRACK SILL ;44426 24 644 4 , 40 C 1 7/16 LAMINATED GLASS - 3/16A EXT. +.090 DUPONT BUTACITE OR S23 25 64425 SCREEN, 1 TRACK HEAD SAFLEVKEEPSAFE MAXIMUM INTERLAYER+3/16HS INT. S24 64426 ISCREEN, 1 TRACK JAMB 3 ar nwader. Daft RON= REVOWANt"LW/HE4T IEDOMS%fT@N3WAWO OB FIG 9HtID7 o cHANGErrEMlaroREVA PARTS LIST Rmsd8y. am 1070 TECl1(Y01-0OYDRNE FJC IV/1w H CLARtfYEXTJW.. GLASS RECIPES /1Ei41S 39, 40, 41, 4Z 43, 55 AND 68 NOKOAM, FL 94276 TRW � . Daft- Ram ALUM. SLIDING GLASS DOOR, IMPACT F.IG 1211307 I NO CHANGE THb4SHEET P.O. BOX 1629 8/t�04 swbw%aca� so�z W Rer Lucas A. Turner, P.E. NOKOM14 FL 34274 Visibly Better PE #58201 �'"'�` p sft cxeorad °�` "no NTS 12 d 19 4406 -1 I Mechanical FJ C .L,L 4116W 5.177 -►I 5.177 .062 .190 1.800 1 1.986 j_j;- �--�lj .125 2.435 - -..0 .062 .062 U 1.087 3.500 1.619 .421 .557- 2.875 12 .078 � .078 ��-- 5 - ADAPTER, FIXED PANEL 1 - ORIGINAL FRAME HEAD 6 - THRESHOLD COVER 17 - P -HOOK 1 - ORIGINAL FRAME HE� - ORIGINAL FRAME SILL 4 - ORIGINAL ADD ON SILL MAIL: 6063 - T5 s MAIL: 6063 -T5 MAIL: 6063 -r MATL: 6063 -T5 MAT'L: 6063 -T5 MATL: 6063 -T5 DWG# 4314 DWG# 4315 DWG# 063-7 DWG# 4302 DWG# 4303 DWG# 4361 1.874 2.700 5.357 _--f 2.376 2.964 WALLS VARY WALLS VARY FROM .060 FROM .060 TO .125 2.961 WALLS VARY 2.961 �rl 1.235 1.644 TO .250 2.048 ,062 FROM .060 TO.125 .078 8 - ORIGINAL FRAME JAMB 10 - PANEL SIDE RAIL 11 - DOUBLE INTERLOCK 12 - INTERLOCK 13 - ASTRAGAL BASE MATL: 6063 -T5 MATL: 6063 -T5 MATL: 6063HS -T6 MATL: 6063HS -T6 MATL: 6063 -T6 DWG# 4304 DWG# 4306 DWG# 4383 DWG# 4399 DWG# 4398 1.428 2.757 1.500 1.935 � r_ ­w_ •5w 1.700 .109 0 2.591 .800 1.500 1.700 .062 PRODUCT REVISED .188 .060 f as complying with Use Flotlda Building Code .108 -� 1.670 18 - FIXED PANEL CLIP 27 - ALUM. REINF Acceptance No D -O / /•D� 15 - MALE ADD -ON 16 - TOP & BOTT. RAIL Expiration Date MATL: 6063 -T5 MATL: 6005 -T5 '�l'`�' raV 14 - FEMALE ADD - MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4362 DWG# 4357 �`- DWG# 4381 DWG# 4305A Mlatm D uct Comml MATL: 6063 -T5 1.342 Division DWG# 4380 1•045 1.019 J_ 13 1.305 1.993 1.872 .050 S14 - SCREEN ASTRAGAL .062 go 1.019 062 1 MATL: 6063 - T5 S4 - SCREEN BOTTOM RAIL S11 - SCREEN MEETING RAIL DWG# 4344 3.162 SCREEN FRAME .063 1.993 (SCREEN FRAME) .062 MATL: 6063 -T5 1.872 MATL: 6063 -T5 .062 1872 I � DWG# 4318 DWG# 4320 2.272 1.045 A62 ­4 1.4231- 1 L -- S1 - SCREEN TOP RAIL S7 - , SCREEN SIDE RAIL S13 - SCREEN DOUBLE INTERLOCK S15 - SCREEN (SCREEN FRAME) (SCREEN FRAME) (SCREEN FRAME) ASTRAGAL ADAPTER MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4317 DWG# 4319 MATL: 6063 -T5 MATL: 6063 -T5 DWG# 4328 DWG# 4384 RaBd Oak- w„w- FA 9111107 a ADD MEW 16 OVERALL DMEWIM IV O EXTRUSIONS er. 1 !z 1070 TECHNOLOOYDRfVE F 1Q/18/D7 H NO CHANGE Tmr ss r n+o o�rrs, 34276 . SLIDING GLASS DOOR, IMPACT r ALUM P.O. BOX 1629 Lucas A. Tumer, P.E. FK tTli3/07 ! M0t21i9NOETHl33HEET NOKOMf3, FL 34274 Ytsibly Beth"! snremwroeet sere &wet Drww�pNa aw PE #58201 OtewmW. Aft chmw . D� F.K 8118M d t 4!1&n6 SOD= NTS 13 w 19 4406-1 I Mechanical 8.038 - 6.130 4.222 .494 .494 --� r--- • .0�8 - ` � .078 - fir- - 2.625 2.625 2.625 .078 2.713 3.500 _S_j L s �_�_' 078 Lr r 4r- I I k I i .078 58 - 4 TRACK SILL 59 - 3 TRACK SILL 60 - 2 TRACK SILL 61 - STANDARD SILL RISER 62 - 3.50" SILL RISER MAIL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 DWG# 4407 DWG# 4408 DWG# 4409 DWG# 4410 DWG# 4411 8.038 � � 6.130 -1 � 4.222 � 8.038 IF 1 6.130 7n n 1.619 1.619 1.235 1.235 .078 078 .078 1.619 .078 .078 63 - - 4 TRACK HEAD 64 - 3 TRACK HEAD 65 - 2 TRACK HEAD 66 - 4 TRACK JAMB 67 - 3 TRACK JAMB MATL: 6063 -T6 MAT'L: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 DWG# 4412 DWG# 4413 DWG# 4414 DWG# 4415 DWG# 4416 3.810 t 3.810 2.546 Lj 2.546 4.222 --�} 3.810 L i I t 7 `n --runs .810 1.619 1.619 • 1.235 1.619 ,078 - PRODUCT tdstill5i O as complying Ala the Florid - *--� -- .078 . .078 Building � 078 ---► .078 ---=a .078 - �It� -- Axeptance No 68 - TRACK JAMB S16 - SCREEN S17 - SCREEN S18 - SCREEN S19- SCREEN S20 - SCREEN g, .. MATL: 6063 -T6 3 TRACK FRAME SILL 3 TRACK FRAME HEAD 3 TRACK FRAME JAMB 2 TRACK FRAME SILL 2 TRACK FRAME HEAD E DWG# 4417 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 iW`e�4 MATL: 6063 -T6 MATL: 6063 -T6 tea" DWG# 4418 DWG# 4419 DWG# 4420 DWG# 4421 DWG# 4422 2 1.283 1.283[- � 1.2831- {--• -I I+- .500 1.619 .810 27 - ALUM. REINF. �I f rp 1.619 M „ � 078 1.619 r-4 .078 MATL: 6005 -T5 1.500 .078 •078 DWG# 4357 �•-- ` S21 - SCREEN S22 - SCREEN S23 - SCREEN S24 - SCREEN 2 TRACK FRAME JAMB 1 TRACK FRAME SILL 1 TRACK FRAME HEAD 1 TRACK FRAME JAMB MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 MATL: 6063 -T6 5.505 --y f DWG# 4423 DWG# 4424 DWG# 4425 DW G# 4426 '- o 5.505 -so Fes-- - 5.505 IM I I� 2.625 1.619 1.235 078 -- • -I -- .078 -;F=.- .078 -- • -II+ -- 70 - FRAME, 2 TRACK HEAD W/ SCREEN RAIL 71 - FRAME, 2 TRACK JAMB W/ SCREED RAIL 69 - FRAME, 2 TRACK SILL W/ SCREEN RAIL MATL: 6063 -T6 MATL: 6063 -T6 MATL 6063 -T6 DWG# 4441 DWG# 4443 DWG# 4442 d FJG 1cv1697 N No txfANGE SHEEr 1070 �,� EXTRUSIONS, FRAME FJL iw"w H AW)ISM27REWORCEMENT NOKOMIS, FL 34276 ntr P .O. BO 1529 ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Turner, P.E. FJL 101301 1 MOCNANQETWOONIET a„ s� soft p�rpMe qwe p p p NOKOMIS, FL 94274 jr{�j �� PE #58201 ommw FK WON .t.l v1s� SGD730 WS �4 s 79 4406 -1 I Mechanical 1 NOTES - HVHZ ANCHORAGE REQUIREMENTS: 1. APPROVED ANCHOR TYPES: 1, 1/4" ELCO TAPCON 2,1/4" ELCO SS4 CRETE -FLEX 3, #12 STEEL SCREW (G5) SEE SHEET 17 THROUGH 19 FOR ANCHOR INSTALLATION DETAILS. 2. (2) ANCHORS REQUIRED AT EACH HEAD, SILL AND JAMB LOCATION. (1) ANCHOR REQUIRED AT EACH P -HOOK LOCATION. P -HOOK ANCHOR LOCATIONS TO BE STAGGERED 1" MIN. (BOTTOM ANCHOR TO BE 2" MIN. EDGE DISTANCE) AS SHOWN IN POCKET P -HOOK INSTALLATION DETAILS, SHEET 19. 3. MAX. 96" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLES 1 AND 2, SHEET 3) AND 120" HIGH DOORS W/ PANELS UP TO 48" WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 16 3/8" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. 4. MAX. 96" HIGH DOORS W/ PANELS UP TO 60" WIDE (TABLE 1, SHEET 3). HEAD & SILL... 81/4" MAX. FROM FRAME CORNERS AND 2213/16" MAX. O.C. WITH APPLICABLE CLUSTER AT INTERLOCKS AND STRAIGHT AND CORNER ASTRAGALS PLUS ADDITIONAL ANCHORS PER PANEL FROM TABLE 3, SHEET 16. 5. JAMBS AND P -HOOKS ANCHORAGE ALL DOORS. 8" MAX FROM BOTTOM AND 26" MAX. O.C. AT THE ANCHOR QUANTITIES FROM TABLE 3, SHEET 16. 6. "ANCHORS PER PANEL" ARE ANCHORS ON THE HEAD AND SILL BETWEEN CLUSTERS, OR BETWEEN A CLUSTER AND A FRAME JAMB / P -HOOK. _ASTRAGAL CL INTERLOCK CL 3" MIN. TYP. 1 1/2"M IN. TYP. 1 1/2" MIN. TYP. 'A' DIM. r 3n MIN. TYP. 'A' DIM. EXAMPLES DIM. MAX. O.C. MAX. MAX. SILL ANCHORAGE, STRAIGHT O.C. XAMPLES OF HEAD AND O.C. r INTERIOR AND 90° CORNER DOOR 0 1 0 0 0 a 0 0 'A' DIM. 'A' DIM. 'A' DIM. MAX. 8 3/16" MAX. MAX. MAX. �-- MAX. N O.C. MAX O.C. O.C. O.C. TYP. EXTERIOR (2) A TYP. EXAMPLE 1 FROM TABLE 3, SHT. 16 (C8 +4)& ANCHORS SEE ( ANCHOR CLUSTER PLUS (4) ANCHORS PER PANEL ® PER LOC. DETAIL A 90° CORNER& (SEE NOTE 6 & EXAMPLE ANCHOR PLAN ABOVE) 'A' DIM. DETAIL A @ HEAD & SILL ' O Y Y 1 come Y ib F10 "d+ 3" MIN. U U Builiding : Ob } 8 3/16" MAX. C9 A No PB n TYP. DOC I • (1) w 4 a w (2) .��-- F- i— F - MAX. JAMB. O.C. s�Ca - -_ - -_ ANCHOR Z ¢ Z ANCHORS PER NOTE 5 HEAD AND SILL m-iniD� PER LOC . PER LOC. MAX. ANCHOR SPACING Division �= � ® � I I � @ P -HOOK z O @JAMB —� NOM. PANEL WIDTH 'A' DIM. 0 a Y MAX. ® <48" WIDE 16 318" 'A' DIM. p P -HOOK U >48" WIDE 2013/16" MAX. O.C. O.C. PER t— o F- w NOTE 5. Q ¢ 8" MAX. TYP. DETAIL B 81/4" I` 'A' DIM. & & SEE A SEE MAX. MAX. O.C. DETAIL C NTERLOCK 3" MIN. DETAIL B DETAIL C TYP. I INTERIOR 8 3/16" MAX. -- TYP. oo 0 " 0 0 1 81 /4" MAX. 1 0 _ INT. o " EXT 'A' DIM. 81/4" g _ _ INT0 MAX. MAX. O.CA' DIM. MAX. -I+� -J MAX. 'A' DIM. . ' c . MAX. O.C. MAX. O.C. 2 -TRACK OUTSIDE 3 -TRACK INSIDE 4 -TRACK OUTSIDE EXTERIOR EXAMPLE 2 FROM TABLE 3, SHT. 16 (C6 +2)& CORNER W/ C8 CLUSTER CORNER W/ C6 CLUSTER CORNER W/ C6 CLUSTER (6) ANCHOR CLUSTER PLUS (2) ANCHORS PER PANEL (SEE NOTE 6) EXAMPLE CORNER CLUSTERS ® ' ftwBr• aft R CONVERTEXAMFUW M AVCI JWW DO RW COMVMAPPUCA77aV �•F Ivi+m? G REVISEMOTES$ 4, 8 5 A & P•HMHNCHORSPAGbVIi 1070 TECHNOLOOY:r ANCHORAGE, SPACING RK 1QH8!07 H CL4AIFYCOMYERAWR4QALANCHORAGE A' NOKOW FL Tm _ ALUM. SLIDING GLASS DOOR, IMPACT F.K 12113W I CLARl YCORNER CL 8700 REOV AAV O ANOE NOTES 3,4 8 b. P.O. aqx 128 Lucas A. Turner, P.E. p+�N ay d�tmds NOKOAM, FL 34274 Visibly Betwr ss s aB19 PE #58201 RK 611aW Ju S(s�D730 1/8 15 a 19 4406 -1 Mechanical ANCHORAGE ©TABLE 3. v FOR USE WITH DP TABLE 1, SHEET 3 FOR USE WITH DP TABLE 2, SHEET 3 GLASS TYPE > A. B, G C, D, E, F REINFORCED > YES, REINF. REQ'D IN INTERLOCKS, REINF. NOT RWD IN STRAIGHT INTERLOCKS ASTRAGALS, AND 90 CORNERS AND ASTRAGALS. SEE EXCEPTION NOTE 3. ANCHOR TYPE HEAD & SILL CLUSTER HE ADD'L PER PA _ Q & SUBSTRATE + ADD'L PER PANEL JAMB P-HOOK JAMB P -HOOK N i N N N N i N NOM. PANEL DOOR 8 8 O 8 O O O 8 Z O z 4 0 WIDTH x HT. 0 0 v 0! 0 v 0 n v 0 n v 0 0 v 0 n v 24.Q00 x 80.000 C42 C4 2 C4 + + +2 8 1 8 8 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 . .» _ 84.000 C4 +2 C4 +2 C4 +2 8 8$ 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 p 90.000 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 C4 +2 C4 +2 C4 +2 8 8 8 4 4! 4 N 96.000 C4 +2 C4 +2 C4 +2 10 1 10 1 10 5 5 5 . C6 +2 C4 +2 +2...... �.... �..... _1U...._........_...`:...... __._._...... »_._._..._ .._ ._...._... _..._._..� ..._._...<.............._._._ ....._........... _._.._..._ 5 5 5 ............. 102.000 C4 +2 C4 +2 C4 +2 10 10 1 10 5 5 5 �* 108.000 C4 +2 C4 +2 C4 +2 10 10 10 5 5 5 GLASS TYPE NOT AVAILABLE 114.000 C4 +2 C4 +2 C4 +2 10 ; 10 10 5 5 5 _ _.._..._.. ._ ....................._._..._. _ ....__..._._... ....._......_..._...._..._...._ ..... 120.000 C4 +2 C4 +2 C4 +2 10 1 d 10 5 5 5 30.000 x 80.000 C4 +2 C4 +2 C4 +2 8 1 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 1 4 4 4 84.000 C4 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 8 4 4 90.000 C6 +2 C4 +2 C4 +2 8 8 8 4 4 4 C6 +2 C4 +2 C4 +2 8 8 Et 4 4 96.000 C6 +2 C4 +2 C4+2 8 8 8 4 4 4 C6 +2 C4 +2 C4 +2 10 10 5 5 102.000 C6 +2 C4 +2 C4 +2 10 ; 10 '•. 10 5 5 5 108.000 C6 +2 C4 +2 C4 +2 10 '_. 10 10 5 5 5 GLASS TYPE NOT AVAILABLE 114.000 C6 +2 C4 +2 C4 +2 10 °_. 10 E 10 1 5 5 5 I jbc " 120.000 C6 +2 C4 +2 C4 +2 10 = 10 10 5 5 5 36.000 x 80.000 C6 +2 C4 +4 C4 +4 8 8; 8 4 4 4 C6 +2 C4 +4 C4 +4 8 8 8 4 4 5 84.000 C6 +2 C4 +4 C4 +4 8 8 E 8 1- 7 4 4 4 C8 +2 C4 +4 C6 +2 8 8 8 4 4 5 CAI 90.000 C6 +2 C4 +4 C4 +4 8 8 8 4 4 5 C8 +2 C4 +4 C6 +2 10 8 8 4 4 5 96.000 C8 +2 C4 +4 C6 +2 8 1 8 8 4 4 5 C8 +2 C6 +2 C6 +2 10 10 10 5 5 ji 5 102.000 C6 +2 C4 +4 C4 +4 10 10 '•; 10 5 5 5 108.000 C6 +2 C4 +4 C4 +4 10 °:, 10 ! 10 5 5 5 GLASS TYPE NOT AVAILABLE 114.000 C8 +2 C4 +4 C6 +2 10 10 10 5 5 5 120.000 C8 +2 C4 +4 C6 +2 10 1 10 10 5 5 5 42.000 x 80.000 C4 +4 C4 +4 C4 +4 8 8 8 4 4 5 C6 +4 C6 +4 C6 +4 10 8 8 4 4; 5 84.000 C6 +4 C4 +4 C6 +4 8 8 1 8 4 4 5 C6 +4 C6 +4 C6 +4 10 8 8 4 4 5 I _._.._ » ... ._._..._..» _ ».._...» _......_......».»..,... .........�............_......._ .......... .................... ... ..._._.._.........+_......._. _ _... _ 90.000 C6 +4 C6 +4 C6 +4 10 8 1 8 4 4 5 C8 +4 C6 +4 C6 +4 10 8 8 4 4 6 96.000 C6 +4 C6 +4 C6 +4 10 8 8 4 4 5 C8+4 C6+4 C8+4 10 10 10 1 5 5 6 102.000 C8 +4 C4 +4 C6 +4 10 ; 10 10 5 5 5 C _c) 108.000 C8 +4 C6 +4 C6 +4 10 : 10 1 10 5 5 5 GLASS TYPE NOT AVAILABLE O 114.QQ0 P C8 +4 C6 +4 C6 +4 10 1 1010 5 5 6 120.000 C10 +2 C6 +4 C6 +4 lo 10 : 10 5 5 6 4Q 48.000 x 80.000 C6 +4 C6 +4 C4 +4 10 = 8 8 4 4 5 C8 +4 C4 +4 C4 +4 10 8 8 4 4 6 I Z y 84.000 C6 +4 C6 +4 C4 +4 7 _ 0 _ j '__ 8 _ 7 8 4 4 5 C8 +4 C4 +4 C6 +4 10 8 8 5 4 6 t G7 90.000 C8 +4 C6 +4 C4 +4 10 ; 8 ; 8 4 4 6 C8 +4 C4 +4 C6 +4 12 8 10 5 5 6 ,.. 96.Q00 .. +4 +4 . C6 +4 . 10 ..... 8 ... 8 . _$.. 5 , 4 . .6 .C10 +4. . +4 C6 +4 _.12. .10 �10_ 5 _5 ; 7 as 102.000 C6 +4 C6 +4 C6 +4 10 10 i 10 5 5 6 y 10 108. C8 +4 C6 +4 C6 +4 10 10 ; 10 5 5 6 _ ...._._........_..._..._._. :........:............ ........................_...... GLASS TYPE NOT AVAILABLE o p 114.000 C8 +4 C6 +4 C8 +4 12:10 's 10 5 5 6 120.000 C8 +4 C6 +4 12 i 10 '_. 10 5 5 6 ;u 54.000 x 80.000 C8 +4 C4 +4 C4 +4 10 1 8 8 4 4 5 ...... ......_._ .................._._. _...._...._ ............._._............. .._............_......._..._... . P 84.000 C8 +4 C4 +4 C6 +4 10 8 8 5 4 6 GLASS TYPE NOT AVAILABLE 90.000 C8 +4 C4 +4 C6 +4 10 ; $ t 10 5 5 6 96.000 C10+4 C6 +4 C6 +4 12 1 10 10 5 5 6 1 60.000 x 80.000 C6 +6 C4 +4 C6 +4 10 1 8 8 5 4 6 84.000 C6 +6 C6 +4 C6 +4 12 8 10 5 5 6 GLASS TYPE NOT AVAILABLE 90.000 C8 +6 C6 +4 C6 +4 12 10 10 5 5 7 _.._._..._ ..... _ ................_.__W.. - _ - ......_ �........ ... ..... _... _ ... _ ........_........... 96.000 C8 +6 C6 +4 C8 +4 12 : 10 10 6 5 7 NOTES EXAMPLE 1 1. APPROVED ANCHOR TYPES: h o EXAMPLE 2 1,1/4" ELCO TAPCON `.? 2,1/4' ELCO SS4 CRETE -FLEX SEE SHT. 15 B O n o ;* o 3, #12 STEEL SCREW (G5) 2. CLUSTER QUANTITIES PERTAIN TO INTERLOCKS AND ! STRAIGHT AND CORNER ASTRAGALS. SEE SHEET 15 S g o FOR ANCHOR SPACING REQUIREMENTS. 3. ALL 90° CORNER DOORS REQUIRE REINFORCEMENT IN m ) THE CORNER BASE STILES REGARDLESS OF DOOR WIDTH, HEIGHT, OR DESIGN PRESSURE TABLE USED 13/4" NOTES: 1. MIN. DISTANCE FROM CONCRETE ANCHOR TO CONCRETE EDGE IS 13/4" FOR HEAD, MIN. EXTERIOR INTERIOR SHTS 17 SILL AND JAMB AND 1" FOR P -HOOK INSTALLATION. FOR CONCRETE APPLICATIONS IN 2.823" MIN. O.C. DISTANCE E 2x WOOD THRU 19 MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4" TAPCONS (MIN. 3 KSI TYP. (ALL SECTIONS) NOTE 2 (MIN. 1 3/8" EMBED.) OR 1/4" ELCO SS4 CRETE -FLEX (1 3/4" MIN. EMBED.). FLAT HEADS CONCRETE)" ' ° ; _' ;: • ' + TO BE #12 TRIMFIT TYPE. NOTE 1 2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. 1 x WOOD BUCKS ARE 1 3/8" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 1x WOOD BUCK MIN. DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE " NOTE 2 OF 1X OR 2X WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE T-1/4"MAX. SHIM AUTHORITY HAVING JURISDICTION (AHJ). SHIM MAX 3. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH CONCRETE ANCHOR, OF 6063 -T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER NOTE 1 WOOD ANCHOR SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO NOTE 5 THAT SHOWN IN THE DETAILS ON SHEETS 17,18 AND 19 FOR 2x WOOD BUCKS. THE 2.823" MIN 1 3/4" MIN. ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT O.C. DIST. E.D. TYP. 2x WOOD INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON (MIN. 3 KSI NOTE 2 SHEET 3 AND ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 15 MAY CONCRETE): " BE USED. ' • ' "' • _�' °'''' 4. SCREEN FRAME AND DOOR FRAME MAY BE ATTACHED TO DIFFERENT SUBSTRATE . ; • ; NOTE 1 1 3/8" TYPES AS REQUIRED TO ACCOMMODATE THE EXTRA DEPTH OF MULTI -TRACK 1x WOOD BUCK NOTE 2 MIN. CONFIGURATIONS, AS APPROVED BY AHJ. DESIGN OF COMPOSITE WOOD/MASONRY 'PM i OPENINGS DONE BY OTHERS OR AS ACCEPTED BY AHJ. FASTENER SIZE, 1/4" MAX. SCREEN EMBEDMENT, AND SPACING MUST BE AS INDICATED FOR THE SUBSTRATE INTO SHIM FRAME 114" MAX. WHICH THE FASTNER IS EMBEDED. SHIM 5. FOR WOOD APPLICATIONS ELCO 1/4" SS4 CRETE -FLEX ANCHORS WITH #12 TRIMFIT CONCRETE ANCHOR, WOOD ANCHOR, SEE NOTE 5 HEADS MAY BE USED INSTEAD OF #12 STEEL•(G5) NOTE 1 SCREWS. SEE SHTS. 15 AND 16. 1" MIN. EDGE ALTERNATE 2 TRACK FRAME 2-TRACK FRAME HEAD INSTALLATIONS DISTANCE FOR WOOD FASTENERS. W/ SCREEN RAIL 2.823" MIN. 1 3/4" MIN. E.D., TYP. O.C. DIST. 2x WOOD (MIN. 3 KSI NOTE 2 ,zonucrRE �, .. as co mplY� CONCRETE): `. "` • y ! `'• :s r . ; i• ; < ,' " ' Ac�rePtceNo� ids �. t' ;• : • :` • ,•'', ' NOTE 1 cpiration Date � 1 3/8" 1 x WOOD BUCK • • �`' NOTE 2 MIN. B ��� SCREEN ATTACHMENT 1/4" MAX. pnnsioD TO BE APPPROVED SHIM MAX. SHIM BY AHJ SCREEN FRAME CONCRETE ANCHOR, NOTE 1 3 - TRACK FRAME HEAD INSTALLATIONS WOOD ANCHOR NOTE 5 2.823" MIN. 1 3/4" MIN. O.C. DIST. E.D. TYP. 2x WOOD (MIN. 3 KSI NOTE 2 CONCRETE' :; •:•: j •g :. ; . j , • 1 =� " x. ,,.. :,... , .. , .. •.f NOTE 1 1 x WOOD BUCK 1 3/8" NOTE 2 7 MIN. i SCREEN ATTACHMENT 1/4" MAX. TO BE APPPROVED SHIM 1i4" MAX. SHIM BY AHJ CONCRETE ANCHOR, NOTE 1 SCREEN FRAME WOOD ANCHOR 4 -TRACK FRAME HEAD INSTALLATIONS NOTE 5 Dak ROVWGM FJG an11417 ° ADDED D/bL AND BBY arrACtr+levrNDrarrav er ANCHORAGE DETAILS HEAD 1070 TECHNOLOGY f F.K Imam H CLAWYNOTE2ANDAWNOTAUM NOW W FL 34275 � 8r Link PO BOX 1518 ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tumer, P.E. F.K 12113/07 I NOCHANQETMSHEET BmkdAbdet 8eair sheet LMe�rgMc Rw a hanica Dmm0y. a tea . Dew NOKOM/S FL 34274 VrsiblyBetter Sw?3 1/4 17 d 19 44D6 -1 I Mechanical F.K f11&V4 ✓r 411&n5 1 3/8" MIN. 1 318" MIN. 1 3/8" MIN. WOOD ANCHOR WOOD ANCHOR NOTE 5, SHT. 17 NOTE 5, SHT. 17 1.808" MIN, 2x WOOD O.C. DISTANCE NOTE 2 SHT. 17 SCREEN WOOD ANCHOR 2x WOOD FRAME NOTE 5, SHEET 17 LJ 1/4" MAX. SHIM 1' 1/4" MAX. SHIM ---j INTERIOR $ �, 7 �— (ALL SECTIONS) NOTE 1, NOTE 1, EXTERIOR 17 1x WOOD BUCK SHT. 1x WOOD BUCK T. 17 SCREEN NOTE 2, SHT. 17 13/4" MIN. NOTE 2, SHT. 17 FRAME E.D. TYP, , . 2x WOOD 3/4" MIN. E.D. TYP. CONCRETE -:,t ; .: ALTERNATE 2 TRACK FRAME NOTE 2 ANCHOR W/ SCREEN RAIL ;., ;`. SHT. 17 NOTE 1 ; :';' :•i 1.908" MIN. SHT. 17 ; .: ;� 1.908" MfN. ;.', �: A.C. DISTANCE 1/4" SHIM MAX. -�-� �-"-- O.C. DISTANCE CONCRETE ; ANCHOR r NOTE 1 SHT. 17 r ' 1 : (MIN. 3 KSI NOTE 1 (MIN. 3 KSI '*CONCRETE } SHT. 17 'CONCRETE) " r'' 1x WOOD BUCK 1/4" SHIM MAX. 1/4" SHIM MAX. NOTE 2, SHT. 17 ORIGINAL 2 —TRACK FRAME 2 —TRACK FRAME : r rx °DUCSxEV1sED • as complytnt g the Florida ;r. JAMB INSTALLATIONS JAMB INSTALLATIONS : 1 3/4" �tanceNNo 06 • oration Date MIN. Exp E.D. NOTE 1, ` •' - f YP � j Dad$ ct Control. 1x WOOD BUCK SHT. 17 NOTE 2, SHT. 17 13/8" MIN. CONCRETE .� 5 ±: ?. ',• Division ANCHOR NOTE 1 lo ; 1 314 MIN. 17 1.908" MIN. O.0 SHT. ;•:.: •�:,a. CONCRETE E.D. TYP. ::' k DISTANCE ANCHOR WOOD ANCHOR NOTE 1 NOTE 5, SCREEN SHT. 17 SHEET 17 2x WOOD ATTACHMENT •' 1.908 MIN. I ' a 1. O.C. DISTANCE NOTE 2 .. TO BE • SHT. 17 APPPROVED BY AHJ ' ' ::_" (MIN. 3 KSI SCREEN CONCRETE) ATTACHMENT (MIN. 3 KSI TO BE ° SCREEN —� �►-- APPPROVED !,,, ''' CONCRETE) FRAME 1/4" SHIM MAX. BY AHJ; 1/4" SHIM MAX. 1/4" SHIM MAX. ---I F+-- 4 —TRACK FRAME 3 —TRACK FRAME JAMB INSTALLATIONS JAMB INSTALLATIONS RAW D o F anuo O ADD MpV ED. TO CONC AAfCI RAQFDETAaS & 3CREEJII A7TA0Jih97YT ANCHORAGE DETAILS, JAMB Revaday: ama 10707EC1fi110LOQYDRfVE' � FA �10HB/o7 �H CdAR1FYArfJroorAnDros KNOWS, �` '6 ___._ ALUM. SLIDING GL ASS DOOR, IMPACT FX IWIW7 I N0 GHAroW nW SliWr P.O. Box im _ Lucas A. Tumer, P.E. Dra"ney Wr geared owe NOKONd, PE #58201 6118!04 JA 4HS/05 FL 34274 Vidbly Better sr�73o 14 18 19 940&9 I Mechanics[ F.K 1° SCREEN WOOD ANCHOR, WOOD ANCHOR, WOOD ANCHOR, FRAME NOTE 5, SHT 17 NOTE 5, SHT 17 NOTE 5, SHT 17 1 {+ SCREEN FRAME SCREEN FRAME • wryr "�" A'.. w 1•Q lti ' }� .- FA 2"'+Q' ■ Z {•t'.• 4�.,. rlA'i'•'u• {, l Y�•d C• Ld � .'lam •4 i.3: 1/4" MAX. 1 3 /8" 114" MAX. J 1 3 /8 " 1/4" MAX. 1 3/8" MIN. NOTE 1 NOTE 1 NOTE 1 2x WOOD f L 2x WOOD SCREEN NOTE 2, SHT. 17 SCREEN NOTE 2, SHT. 17 ALTERNATE 2 TRACK 2x WOOD FRAME CONCRETE FRAME CONCRETE FRAME W/ SCREEN RAIL SHT. SHT. ANCHOR, ANCHOR, 114" MAX. ANCHOR, 1/4" MAX. NOTE 1, SHT. 17 NOTE 1, SHT. 17 NOTE 1 NOTE 1,SHT.17 NOTE 1 1/4" MAX. NOTE 1 �' •N . f , . ti• Td �. • r •,' ° • tn{.4 .'✓n•�"� './{.. � � 44ak .,,, `.c.s J k•{ >: r+. : ;._ � ;w.:f tw .' " id - ' F "' • . w r: • H .`. '': •'j •'J•: ..'.t NOTE 1, ..i �•` ° • •,'• r•.: ;•.. ii..':�' +• : ,, �u � �i•�'r •i .•v �. r � w ,t ' i NOTE 1 .y. NOTE 1 '• •� ! •� r' �' � ii'i Q: SHT. 17 �.., i f� Y e �.. ; j.''•: +� `: : SHT. 17 �.:..� ... ::ewe '�• °..'Z SHT. 17 !,. w •• 'y :�•� r r �r, '•�'{ ' {'� •"'�:�+ •• e••y •• w ` ''�• :'..t. ..•`•'ai,}. Z "�• w 3 KSI MIN. CONCRETL (3 KSI MIN. CONCRETE) (3 KSI MIN. CONCRETE) I ( ) 13/4" SEE NOTE 2 1 314" MIN. E.D. TYP. NOTE 2 1 3/4" MIN. E.D. TYP. NOTE 2 MIN. E.D TYP. 4 -TRACK FRAME SILL INSTALLATIONS 3 -TRACK FRAME SILL INSTALLATIONS 2 -TRACK FRAME SILL INSTALLATIONS EXTERIOR INTERIOR [� <�] NOTE: ANCHORS ARE STAGGERED 1" MIN. AT P -HOOK (ALL SILL SECTIONS) WOOD ANCHOR ANCHOR EMBEDMENT AT P -HOOK: 1/4" TAPCON -1 318" MIN. NOTE 5, SHT. 17 3 KSI MIN. CONCRETE 1/4" CRETE -FLEX -13/4" MIN. PRODUCT REVISED 1 x WOOD BUCK sax eompiy+n8 with the Fld NOTE NOTE 2, SHT. 17 NOTE �tatCod o7 �,i1/ ABOVE NOTE NOTE ABOVE NOTE ABOVE " �� ' " ` ' "' ' " �?'' Expiration Date w 318" MIN. ABOVE 3/8" MIN. ABOVE 3/8" MIN. 1 3/8 MIN. 1/4" MAX. 1 3I8" MIN. B jc4a :» • �' ' 1:: ~' NOTE 1 Miami g- WOOD h�•: ,...�;.: T 1 CONCRETE :c r3 .., �. " CONCRETE r • " "` ANCHOR, %' '` : 1 ANCHOR, a: �, : 1 ANCHOR, 2x WOOD NOTES 2x WOOD NOTE 1, :,:'• ;'; 1" NOTE 1, ! 1" NOTE 2, SHT. 17 SH . 17 : �:; `•F.�.• •,:• E.D. SH .17 .;a.�...:. E.D. SHT. NOTE 2 • SHT. 17 CONCRETE ANCHOR, NOTE 1, SHT. 17 1/4" MAX. NOTE 1, NOTE 1 SHT. 17 (SILL) (SILL) (SILL) ,, c. ..A� _ - - - - -- - - - - -- - - - - -- (3 KSI MIN.CONC) .j,-.�.�. 'ti.'. »�•a :j.• 1 3/4" MIN. E.D. TYP. �� —►-I + NOTE 2 �-- 4 TYPICAL POCKET P -HOOK INSTALLATIONS INTERIOR ORIGINAL 2 -TRACK FRAME (ALL P -HOOK NOTE: SILL INSTALLATIONS cl-7' SECTIONS) 1. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3000 PSI MIN., EXTERIOR (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS �G1� APPROVED BY THE AUTHORITY HAVING JURISDICTION. ' 2. 1.947 MINIMUM ON CENTER DISTANCE rreraasr: D&W FK aPIUn7 o ADDASAf ED 7O CONCI;E7EANCHORAQEDETA/GS. �.. ANCHORAGE DETAILS, SILL & POCKET P HOOK • �. Daft: 1a7oTECHN000r3rrvPJVE FX 10/few H NO CHANGE 7W SHEET NOKOMIS, FL 94275 rfa � Pa eox �5� ALUM. SLIDING GLASS DOOR, IMPACT Lucas A. Tumer, P.E. FJG 17113/07 I NO CHANGE THIS SHEET 8mlaoa� 8aa soar No Rar �, t txd NOKOMf3, FL 34274 Visibly Better PE #58201 F. 6118M JJ. 4HC�o5 SQD730 1/4 �9 s 18 9408 -9 1 Mechanical