The URL can be used to link to this page

WS-17-2403 1, Inspection Worksheet Miami Shores Village ' 10050 N.E. 2nd Avenue Miami Shores, FI_ Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-290165 Permit Number: WS-10-17-2403 Scheduled Inspection Date: October 26, 2017 Permit Type: Windows/Shutters Inspector: Riveron,Alexis ' Inspection Type: Final Owner: BARRANTEs,JACQUELINE. Work Classification-Door Replacement Job Address:9879 NE 13 Avenue Miami Shores,FL Phone Number (917)698-2863 Parcel Number 1132050090490 Project: <NONE> ; Contractor: -_HOMEOWNER Building Department Comments ENTRY DOOR INSTALATION Infractio Passed comments INSPECTOR COMMENTS False i ; i Inspector Comments Passed Failed r • Correction D Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. , October 25,2017 For Inspections please call: (305)762-4949 Page 13 of 27 Permit NO. WS-10.17-2403 `5HO1 S o,� Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue NE Pennolt work Classification:Door Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 FtoRivA issue Date: 10/1912017 Expiration: 04/17/2018 Project Address Parcel Number Applicant 9879 NE-13 Avenue 1132050090490 Miami Shores, FL Block: Lot: JACQUELINE BARRANTES Owner Information Address Phone Cell t JACQUELINE BARRANTES 9879 NE 13 Avenue (917)698-2863 MIAMI SHORES FL 33138- 9879 NE 13 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 HOME OWNER Total Sq Feet: i .0 Type of Work:ENTRY DOOR INSTALATION Available Inspections:' No of Openings: 1 Inspection Type: Additional Info:ENTRY DOOR INSTALATION Window Door Attachment Classification:Residential Final Scanning:3 Review Building i Fees'Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.80 Invoice# WS-10-17-65285 DBPR Fee $2.00 10/19/2017 Check#: 1251 $ 162.80 $50.00 i DCA Fee $2.00 Education Surcharge $0.60 10/10/2017 Credit Card $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $212.80 , I 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: rely regoing information is atisand that all work will be done in compliance with all applicable laws regulating construction and zoning. e,I authod the above contractor to do the work stated. October 19, 2017 Authorized Signature: w r / Applicant / Contractor / Agent Date Building Department Copy October 19,2017 1 Miami Shores Village RECEIVED Building Department OCT 10 2017 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 4441 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20P f BUILDING Master Permit No. 15 — 115 K+ PER IT APPLICATION sub Permit No. �S k-4 — 2,0�� BUILDING ❑ ELECTRIC. ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL 1 ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 6 FA_M 13 TVyL IM,Qg1A A, SVV�YTC �E33 13g i City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: . Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:. rp Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): lA0 UJ\Q, C7�,h�AA� Phone#: �( �(nQ� Address: ? 3 City: �1 La-ILLl. State: Zip: 3 Tenant/Lessee Name: Phone#: Email• . ►oQiYY a'n (j ,v�a d C.O,Gt/l CONTRACTOR:Company Name:_ttot\u O � Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Co mpetency,#: r> , DESIGNER:Architect/Engineer: ..Phone#: I Address: City: State: Zip: Value of Work for this Permit:$ 3 'T� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: i 44 } Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ l Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) BondingjCorripany's Name(if applicable) Bonding Company's Address E City State Zip Mortgage Lender's Name(ifapplicable)t 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." F 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 approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 0, GPjy-" 20 by day of 20 , by Nutt Cb4 er Ily known to who is personally known to me or who has produced as me or who has produced as identification an who did take an oath. identification an who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: S •''�`•""••'.'': Sign: #; MY COMMISSION#GG 044602 Print: _= ate` Exp Print: "'„►'„°.•' Bonded Thru Notary public Underwriters Seal: Seal: ***sus****yes**�*■***.•+��*#**•. *s*� :** >«r�r*********rx*s*****************>R�********sr��****s***:********* APPROVED BY Plans Examiner Zoning l Structural Review Clerk (Revised02/24/2014) OREs Miami Shores Village ,..� Building Department 10050 N.E.2nd Avenue RtoA Miami Shores, Florida 33138 Tel:(305)795.2204 Fax: (305)756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: O P ADDRESS: —I �a M " _W� v ` 6o hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7).And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor,You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not tie built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed personas a contractor.It is your responsibility to make sure the people'employed by you'have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances,buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permitunder an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial- 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial J 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name.I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building If the costs do not exceed$75,000.The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease.If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease which violates the exemption. Initial —7)S S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It Is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial_, { 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property, Initial / 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http;//www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for In my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: �-q' NZ__I 2 /, (Q(,t'f1 t ' " ✓ �g Initial- 12, nitial12, 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the infor tion that I have provided on this disclosure. )� Initial_/` Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be In civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of_ ,20' gy Q C �� 1 "Y�'�e� kv no wn to me or who has �;J�`*� � l� 91,••. . Produce re License or as identification. 21 { ul� NY 3 2 NER NOTARY N C) N sg� � N From: Doors galoredoors@aol.com B ri Subject: =tsrrfffied 4 4;,{ Date: October 9,2017 at 12:59 PM o7b: Jacqueftw jacqueline.barrantes@gmail.com ip"-V 10:15 VM 1 ' �0.0►9 IN db r 4, PrOdU[t Approv8l USER;>etrtwic use. AYphcatlon List Agmd Soarch Criteria Code Version 201:4 FLO ALL Application Type ALL Product Manufactu r Premium Estate: Category ALL Subcategory ALL Application Status ALL Com cc Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in 1f'VHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Oeslgn Pressure ALL •• Other ALL • • • t3ei iti'guttC-Apptigtions •••••• E4 IXRg gi4tlufayrct YlalldY. �ffi • lZA9fl U Revision Premium Estates Jesus Gonzalez,1?E, Appr • 00 00 • • tl,`c+ My* Category:Exterior Doors (ZQ��927-17$9 •••�• •••• i`•'.••• Subcategory:Swinging Exterior poor Astsemblies • ... & 66::- � ReAston Premium Estates I Jesus Gonzalez,P.E. Appr :..:I I�ig�9Llt Category ~Windows (ZQQI 827-1249 • • • •••••• Subcategory:Casement • e 00 • • f LMDJ Revision I Premium Estates Jesus Gonzalez,P.E. Appr • •••• • •• a Category.Window? ;7iN1 ti27 t2b4 t!L'f4_Cto • •••••• • •' • Subcategory:Fixed • • •Atpfo+ed br h9140.,AW*Y*9 by OPR."txe.fev wrdd And ratlGed by the PUC•ndlt+the Cont OfAS n Y necess•ryr. ;t�s3�� Il�t.tt!�!t,SSanAtit44vC..JDf'�!7,asitCE-Llt3?4lttOceG.#.5!D�4t�192 Thank you, RECEIVED George Doors Galour Corp OCT 10 2017--- i 4142 SW 74 CT Miami, FI 33155PERMIT #: .PH 05-26&7$79 Miami Shcres Villa e galoredoors@aol.com APPROVED BY DATE Doorsgalour.com ZONING DEPT BLDG DEPT TTOCCM WTTH STATE.ANO:CCUMYA LESAMD REGULATIONS S ISS GENERAL NOTES: (FLORIDA BUILDING CODE 2014) 1-CODE:THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN MODEL A-6'X8'AND 3'X8'MODELS t ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014 i ` SEE SHEET 2 "OR PANEL OPTIONS PREMIUM INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). f f 1-�--FW� I--FW----I T' FW-.__..w,� FW Ij--FW-� Fy ESTATES 2-DEFINITION:THI5 PRODUCT 15 A SWING OUT WOOD TYPE DOOR DESIGNED,CONSTRUCTED AND TESTED TO PROVIDE S . A . C . PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS(LARGE 4 SMALL MISSILE)WITHIN THE ALLOWABLE / \ AV.RICARDO PALMA#843 DESIGNED PRESSURES AND LIMITATIONS STATED IN THI5 z / / LIMA,PERU APPROVAL, '` _ / \ / Imn / TEL:(511)610.9110 \ I / 3-LABELING:PRODUCT MUST BE LABEL IN ACCORDANCE WITH FEC \ // \ \ 2014,CHAPTER 17,SECTION 1710.5.THE PERMANENT LABEL \ \\ // \ PRODUCT: MARKING OR ETCHING SHALL PROVIDE TRACEABILITYTOTHE \ / \. PREMIUM MANUFACTURER AND PRQDUGT. OPAQUE MODEL At MODEL A2 - SWING OUT WOOD DOOR 4-PROJECT DE51GN PRESSURES:THE PROJECT DESIGNED R--53, 0 P SHAPES ELLIPTICAL SHAPES MODEL A3 LARGE&SMALL MISSILE PRESSURES MUST BE CALCULATED BASED ON Pd=+53,•70 PSF Pd-+53,•70 PSF ARCHED SHAPES PROFESSIONAL ARCHITECT OR ENGINEER.THE PROJECT 10,BY A Pd-+53,•70 PSF DESIGNED PRESSURE,AS DETERMINED BY ASCE_10,ARE -- E_NGINEERING: PERMITTED TO BE MULTIPLIED BY 0.6 AND THEY MUST NOT MODEL B-6'X10'AND 3'X10'MODELS EXCEED THE ALLOWABLE PRODUCT PRESSURE SPECIFIED ■ SEE SHEET 2 FOR PANE_ OPTIONS HER '�n$�u Jrtr. HEREIN.. CA 6116 Fid ((�� 5595 Orange Dr.201 5-MATERIAL:ALL WOOD PARTS TO BE SOLID OR LAMINATED FW 1 FW� 'MFL_ �J Davie,Fl.33314 MAHOGANY OR ANY OTHER SPECIES WITH SPECIFIC GRAVITY I FW I FW' Tel.:(954)585-0304 ON GREATER OR EQUAL TO 0.45. x / \ � . ENG(g�)585-0305 6-FASTENERS:A55EMBLY5CREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT,SET OF DRAWINGS.SHAL LBE ASAND LOADS AS PfR THIS APP / / , ��..ar""""'••ROYAL.ANCHOR QUANTITY 4 I'M DE pSPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THI5 APPROVAL ,A ,.�ENS'7-USE:IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR \ No.52609ARCHITECT OR ENGINEER OFRECORD TO VERIFY THEFOLLOWING: \ ) 7.1-THE STABILITY OF THE STRUCTURE WHERE \ STA OF TO BE ATTACHED INSURING PROPER ANCHOR PRODUCT IS MODEL 81 '�O; 7.2-TME SITE SPECIFIC C ORAGE. RETANGULAR SHAPES MODEL 82 to R) PROJECT CRITERIA,SUCH AS BUT NOT ELLIPTICAL SHAPES MODEL B3 �..• LIMITED TO,LOCAL CODE REQUIREMENTS,DESIGNED Pd=+53,-7D PSF Pd'+53,-70 ARCHED SHAPES ••��.S�ONA{. PRESSURES ETC. PSF �'�.�......a...dd. Pd=+53,-70 PSF 7.3-THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC JUL 10 2015 PROJECT. MODEL C-6'X10'AND 3'X10'MODELS 8-WOOD 5UCK5 Ux or * SEE SHEET 2 POR PANEL OPTIONS PROPERLY TO TRANSFER TO THE STRUCTURMUST BE ANCHORED �FW---� �-FW-� FW �FW� FW C--FW--4 �W \ P�EngheerSeal l TABLE OF CONTENTS: \ PE 52609 110" CONTENT • Date:07/08/15 SHEETS • • • • S�:NA GENERAL NOTES 4 MODEL TYPOS I • Design by:PPMF DOOR PANEL OPTIONS /MODEL A DESIGN • \\ • • • \\ MODEL B DESIGN`—' 3,4,5,6 •• • •• • \ \ \ / \ \\ Drawing Number MODEL C DESIGN 7•B,9, 10 I 1, 12, 13, 14, 15, 16, 17 MODEL Cl MODEL C2 15-202S RETANGU S S Pd=+53,-7 „Fd�ri • ••• EL�1917 APES MODEL C3 -.. Pd=+75,-83 DSF(8,) • _• • Pd%+74-83 RBF ARCHED SHAPES SHEET • • i• • •- • • • • Pd-+75,-83 PSF • •• •• 1 of 17 . . . . . . . . . . ... . . . ... . . — Y � DOOR PANELS OPTIONS ' PREMIUM ESTATES S . A . C . I AV.RICARDO PALMA#843 a LIMA,PERU TEL:(511)610.9110 PRODUCT: OPAQUE SWING OUT WOOD bOOR a a z z J LARGE&SMALL MISSILE } z a a z z a. d ENGINEERING: t +Eng(go Jnr. CA 8116 ' 5595 Orange Dr.201 EXAMPLES FOR SINGLE PANEL WITH Davis,R.33314 ® LAMINATED APPLIED FALSE MUTINS Tel.:(954)585-0304 Fax:(954)585-0305 ® ® ENGCOGgOLCOM r.... ........ EXAMPLES FOR SINGLE OR MULTIPLE PANELS WITH TRUE ® NO 52609 0 1. HOR220NTAL MUTINS a a *r ® '73 i A� STA F t`Y� EXAMPLES FOR MULTIPLE PANELS WITH LAMINATED APPLIED FALSE AND TRUE MUTINS Engineer Seal Pedro De Figuekedo PE 52609 NOTES: •• ••• • • • • • •• Date:07/06!15 • • • • • • • • • Scale:NA 1- DOOR PANELS MAY BE RECTANGULAR, ARCHED OR • • •• • • • • • Design by:PPMF ELLIPTICAL. • •• • • • • ••• • 2- PANEL CONFIGURATIONS WITH APPLIED FALSE MUTINS • • • • • • • • • ••• •• • •• Drawing Number CAN BE FREELY CONFIGURED LIMITED ONLY BY THE G MAXIMUM PANEL SIZE AND MINIMUM THICKNESS ALLOWABLE. 1 5.2O2S 3- ONLY HORIZONTAL TRUE MUTIN IS AVAILABLE • ••• • ••• • ••• • • • • • . . • SHEET • •• a •• 2of17 . .. .. ... a:. .. .. ... . . . . . MODELS Al,A2 AND A3-DOOR ANCHORAGE , MAXIMUM 6'X8'AND 3'X8'MODELS PREMIUMFESTAITES RATED;+53,70 PSF �-5 ANCHORS 5 ANCHORS , A . C . AT 4'OC 4 AT 4'OC 7� 12 ANCHORS . RDO PALMA#843 1_ t 10I 10 7 AT 8' OC 7; I PERU TEL: 5 ANCHORS } TEL:(511)6t0.9110 AT 10'OC PRODUCT: A ,A �PZ f+A � . �.\ --_L_^ PREMIUM A OPAQUE E -L F �TL q y SWING OUT WOOD DOOR LARGE&SMALL MISSILE D 0 o C C D —T- UN �. T F �0 L 0 F cecl z u ti N U U u ENGINEERING: a z-_ �0 x, 0U F �¢F co z Q +Eng(Su Jnr. S C E ^¢ Z �`¢ CA 8116 B B B Lo¢ B a E I 5595 Orange Dr.201 B Davie,FI,33314 Tel.:(954)585-0304 1 ^ n Fax:(954)585-0305 �22 � �� 7� � ENGCO@AOL.COM f 7 jj 7j "'12--11__1'22' 4 12 ]2 7j "'lll ' —4'1 7 II!(' 4 72 7 4 7 �N'..��•••�DE•P/' ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS . 4 _ �/ AT 4.00 AT 4'pC AT 8' OC AT 8' OC AT 8' OC �" ,.Q �♦ b e I N .52609 5 ANCHORS AT 4'OC 4 t F � 7A 1210 10 ANCHORS 22 71 7� AT 8' OC 7j �lAo �I• 44. IS/ONAL�E�r''� TYPE DESCRIPTION "I A 1/4' q N/ L'UL A N W/ 1- /4' N JUL,1 0 2015 A Al !✓4' TAPCDN/ ULTRACON W/ 1-3/4' INTO CONCRETE W/ 1X T q B I/4' TAPCDN/ UL RAC N 1-1/2• IN BUCK C ➢ C 1 T BI t/4' TAP ON/ U TRACON 1-1/ N 2X WOO➢ BUCK D 1/4 -14 GRADE 5 SDS INT 2X W ➢ BU K W/ X U K 1 GRA r O 1/B' METgL to V D1 1/4'- 1 5 DS INT❑ I/8' META M/ IX BU K 0 0 (Z o E o o E 1/4 TAPCDN/ ULTRACOrJ 1-3/4 INTO GF BLOCK u/ 4R W/OUT Ix BUCK U�u �ti Ziv 1- MINIMUM 3000 PSI CONCRETE EnghwSSW ¢- z-- ¢ 3- EDOD BUCK MADE OF PT SOUTHERN PINE cSW=0.55> Pedro DeFlpueiredo F m¢ 4- t/8' EDGEMETADISTANCEDE OF NOT INCLUDING WALL DRESSING PE 53609 ¢ F co 5- IX AND 2X BUCK T 6063-T6 ALUMINUM R AA36 1 O BE PROPERLY ➢ IGNO STM HER STEEL Date:07/08/15 8 THE MAIN ♦;Ti2U(VWW • • • • E4S •Fi➢•BY OTHERS T❑ TRANSFER LOADS TO B 6- USE 8rl/2' EDOC In NC FR �ON6REiE AND 3/4' FOR WOOD AND METAL Srale.NA 7- ANCHOR TYPE E RPP BL 0 LY •ON•JAMB6 Design by:PPMF �i •• ••• •• • • • •• Drawing Number 1 224 7 2 t2 '1 I 2 7C 7j 4 I" ANCHORS 2 q 7� 15-202s AT 4.00 ANCHORS • ••• • ••• • ••• AT 8' OC • • • • • • • • • . • • SHEET • •• • • •• 4 Of 17 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ANCHORS TYPE PREMIUM A, All B, B I, D. D1 MODEL A-DOOR SECTIONS SPACED AS P._R ELEVATION MAXIMUM 6'X8'AND 3'X8'MODELS ESTATES d IF REQUIRED IX OR 2X PT WOOD BY OTHERS RATED:+53,70PSF W�7 KUST BE PROPERLY ANCHORED IN ORDER TO IF REWIRED IX OR 2X PT A C TRANSFER LOAD 70 THE STRUCILRE WOOD BY OTHERS MUST BE S . 1( PROPERLY ANC14ORED IM �__Ly:e ANCHORS TYPE ORDER TO TP.ANSrEP LOAD AV.RICARDO PALMA#843 TO T,{STRUCTURE a'`= A, A?, B, B I, D, D 1, E LIMA,PERU -Y � rn _ SPACED AS PER ELEVATION TEL:(511)610.9110 ----FRAME WIDTH _I —DODP. OPENINGAA3 PRODUCT: � PREMIUM OD LOCK STILES OPAQUE O SWING OUT WOOD DOOR I LARGE&SMALL MISSILE HEAD7. B NUMOkE_/N�GINEE/RIING: ��EMBED. GLnJTo .Jnr. CA 8118 5595 Orange Dr.201 Davie,FL 33314 Tel.:(954)585-0304 Fax:(954)585-0305 WOOD W EL]_ 5 5 POND ENGCO@AOL.COM OPTIONAL PANELMAX. HORIZONTAL 1 SHIM ,p••••••••••p MID PANEL DE 2 S IF REQUIRED IX DR 2X PTENSFl� ii WOOD BY OTHERS MUST BE ♦♦♦Q 4�� PROPERLY ANCHORED IN No 26OJ B ORDER TO TRANSFER LOAD , C Tp THE STRUCTURE *{ �-I --1 ANCHORS TYPE ��0�. ° �♦ A 1, B, B1, D, DI, E �'c�`'�iOR.O, oa 3 AS PER ELEVATION �'sYONAI��G�� S�ACED JUL 14 20!5 O EMBED 02 s SILL ' Pedro D De PE 52609 3 j �A ate:07/08/15 2 O ••• ••. ••/ i +J i a• Design by:PPMF ••� •• • • • • ••• • Fav X>� JAMB•L17LLK•.� ••` ••• • ••• Drawing Number 0 u ALL WOOD 1N CONTACT WITH 15-202S m MASONRY OR CONCRETE TO BE w • •• • ••• • ••• PROTECTED PER FB C 232E ANCHORS TYPE A OR B •• • • • • • • • L_._._ SPACED AS PER ELEVATION • • • • • • • • SHEET • 5of17 . .. . . .. . . .. . . . . . . . . . . .% .. .. . . . .. .. ... . MODELS Al,A2 AND A3-DOOR BILL OF MATERIAL GENERALDE- $CR I P`T I ON MAXIMUM 6'X8'AND 3'X8'MODELS PREMIUM RECTANGULAR RATED:+53;70PSF MAX. FRAME SIZE = 74 3/4' X 97 5/8'X 6' DEEP FRAME ESTATES MAX, PANEL SIZE = 35 I5/1 MINIMUM RAISED PANEL THIC6' X 95 7/16' X 2 1/8' DEEP s . A . C . KNESS = 1 1/2' THICK ARCHED AV.RICARDO PALMA#843 LIMA.PERU MAX. FRAME SIZE = 73 3/4' X 97 112'X 6' DEEP FRAME TEL;(511)610-9110 MAX. PANEL SIZE = 36 5/16' X PANETEL; MINIMUM RAISED PANEL THICKNESSS 711 X 2 1/8' DEEP 1 1/2' THICK PRODUCT: ELLIPSE PREMIUM MAX. FRAME S 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A SWIOPANG OUT WOOD DOOR MAX. PANEL SIZE = 35 5/86'XN99577816x X` DEEP FRAME 1" X 1 1/4' BEDDING IN RAILS AND STILES AND A i' MINIMUM RAISED PANEL THICKNESS 2 1/8' DEEP X 1-1/4' X 1/2' X .051' THICK CONTINUOUS GE LARGE&SMALL MISSILE 1 1/2" THICK WINDOW & DOOR STOCK # GE012A CLEAR SILICONE WATER TEST P BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED RESSURE: ±B PSF (53. 33 DP) WITH #8X1 !/2' WOOD SCREWS SPACED AT 9'OC. ENGINEERING: FRAME & PANEL GENERAL NOTES Fn g o v 'Jnr. CA 9116 1- FRAME ASSEMBLY NOTES: I.501 5595 Orange Dr,201 Davis,F1.33314 CORNERS ARE BUTT JOINED WITH WOOD G 6' DEEP AND THE 1 1/2 Tel.:(954)585-0304 EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE LUE AND FASTENED WITH C4) #14X3' WOOD WOODPPINE ANEL0.051' CONTINUOUS ENGC @AO. SCREWS !N EACH CORNER. ENGCCO O GE 012A CLEAR ` 2- PANEL ASSEMBLY NOTES: SILICONE EACH SOLID MAHOGANY WOOD STILE & RA ••p••'•'•....... 1/2'thick x3'x IL IS 2 1/8" DEEP AND THE COP-HERS, OUTSIDE ••• 3' TENON AND WOOD GLUE JOINT. ---___ •. �i N '+�F•S 3- INSTALLATION SEALANT o w •Q j/'`�••r E,gF•.•t/ NOTES: THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED ^� No. 2609 WITH 'GE' STOCK GE012A SILICONE. *J X. WOOD SCREWS A p � SPACED AT 9.0C DOOR RAILS F AND S w O�ssF�OR 1.•,�G�J•i ••.•/ONAL EN.•••• JUL 10 2015 BILL OF MATERIALS IT M# DESCRIPTION 1 FRAME HEADER SIZE MATERIAL & AM ILL 1.75'x 6.00'x 1.50' MAHOGANY EMARKS 3 FRAME JAMB 1.2 'x p•x WOOD 4 1.75'x b.00'x 1,25. MAHOGANY W PANEL TOP RAIL 2. 13'x 5.00'x 3.50' MAHOGANY WOOD Engineer 9°a7 S PAN L BOTTOM RAIL MAHOGANY WOOD Pedro De FigueIrWo 6 PAN L HINGE Si1lE 2. 13'x .50'x .38' MAH GANY WOOD PE 52909 7 PANEL CK $TILE 2. 13'x 5.00'x 4.50• MAHOGANY WppD 8 PANEL LOCKS E •• • 2. 3'x 5. -x 15" MAHOGANY Date:07/08/15 9 MAHOGANY W D BEAD. • •x 5' 4.00' MAHOGANY Scale:NA 10 MAHOGANY WO D BEAD O 'x _•• Attached w/ #8x 1 1/2' wd screws De9lgnbY:PPMF }I MAHOGANY WOOD ASTRA 7 xe1.8O Attached w/ # 12 CLOSED CELL F0 T 13rx«'715" Attached w/ #8x 1 1/2 wd screws 13 Q'LON SEAL. RAM / ANELS 0 �'x - 2 FOAM TAPE FU IOx 2' wd screws at 12'oc 14 O'LDN SEAL @PANELS RAt S .335%x0.336' LL LENGTH OF SILL Drawing Number 15 SEALarJT CLEAR SILICONE SCHLEGEL --- 50 15-202S 16 WOOD RAI SED.PANEL SCHLEGEL #QEZ320 17 S TRUCTURALSjLIipN! I GE STOCK 072A --------- • �.'O51 ••• SOLID PINE • • • • • —.-a._. DOW CORNING 995 SHEET Poo• 0 0 •• 6 of 17 ... . . . . ... . . . . • . . . . • ... . . . ... . . MODEL B-HARDWARE OPTIONS PREMIUM ESTATES -7s 75' S . A . C . 1 ---75'__._. 1 AV.RICARDO PALMA#649 UMA,PERU ti TEL:(511)61"110 lie Ile— Ile Ile lie nem 118 PRODUCT: im 1e PREMIUM MAXIMUM 8'X10'AND 3'X10'MODELS-RATED:+53,-70 PSF ru i " 118 178 ``' OPAQUE q ! Ile Ile N U N U f <E U a¢n n IIB SWING OUT WOOD DOOR PART# NAME DESCRIPTION X a lie LARGE&SMALL MISSILE 116 HINGE <5) PER —LEAF- 3. 12 'x 4.9375 - O.p7g�STEEL Q !1e lie x Wn B Ie Ljru SECURED TO PANEL AND FRAME W/ - #10X1 ST f 0"" WOOD SCREWS. z F x ?y 119 LOCK cll PER ACTIVE STILE 3¢ l6 118 =¢ :i6 8 = lis a ENGINEERING: LOCK WITH BRASS KEEPER SETELS2nr BS 10'BULL `r) 'FngC�II 4 LENGTH STAINLESS, WITH 0.25' STEEL STRIKE N Jnr. PLATE lla CA 8118 IIe--� lie ua lie IIe 55950rangeDr.201 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 01 AETivE SECURED TO PANEL WITH (4) 0.25'-20 SS MS AND INACTIVE Davis,F1.33314 ACTIVE INgCT1VE Tel.:(954)5650304 NUTS. ACTIVE INACTIVE 120A FLUSH (2) PER INACTIVE STILE - JARDINIER "ASSARD Fax:(954)565-0306 BOLT BRAND VERRDUS A ENTAILER REF 321 WITH 0.312' I EXAMPLES HINGE ENGCOQAOL.COM DIAM.x 0.567' THROW AT TOP AND BOTTOM. Ti I! STRIKE PLATE WAS MADE OF Q25, STEEL. �•�,,..�••••••..,, 120B BLT NA F R INAC VE S L - 0.611' DIAM Elf R——� d �, DE f1 y NATIONAL BRAND TNR W .•' 0 BOLT CONNECTED WITH (6) 75" , .`CENSE/ 1/4-20 SS MS AND NUTS. € 75, 2oB 75' Q Igoe I2oH1 `a No 52609 120A I 12 I 120 I 120A120 It.0 � 120A I �p i F it i I I z o� ivcu N I N D I I „• I j JUL 10 2815 119 Q 119 I S Q 119 f I I I/-12o I i 120H atTlvf 2DB 1208 120 I r 120 Pedroro Do Piguakedo LlI INACTIVE PE5261ig INACTIVE ACFIVE 120a _ INACTIVE ACTIVE Date:07l06l15 120A 120A Scale:NA EXAMPLES LOCK&SOLJSLAV*Wr"Plit'n A• ••• Design Y.PPMF • � NOTE: • . • • • • Drawing Number 1- SIN6•E LPAR•DOOR?WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 15-202S • ••• �. ••• • ••• SHEET • • : 7 of 17 a 41 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 • ••• 0 • MODELS B1,B2 AND B3-DOOR ANCHORAGE E ANCHORS MAXIMUM 6'X10'AND 3'X10'MODELS _ PREMIUM AT 4'OC 4 RATED:+53,-70 PSF 6 ANCHORS 4 73 12 I2 ,� ANCHORS } AT ESTATES �8 8 � AT DC 7r 7- 12 ANCHORS 1 'it 8 8�12 7� 7� AT�c 7? S . A C . �` AV.RICARpq PALMA#843 LIMA,PERU A A TEL:(511)8149110 A A PRODUCT: PREMIUM n OPAQUE C D c o q C E a p C7 SWING OUT WOOD DOOR _ w) INCREASE nHOUNT Oi D C O to U ET O LARGE 8 SMALL MISSILE ' = ANCHoRs To Ar ID 1/r ac Z N C.l YtRN HEADER/$ILL iRAH1NG 4 ARE ANENORED 1Ni0 CONCRETE C3 E7 E Z N Q VITH I%V00D BUCK (,N F a ¢ ¢ o¢ ENGINEERING: F ma Jnr. B F CA 8118 B B ) 5595 Orange Dr.201 B Davie,FI. 585. 3314 Tel.:(95454 5tl5-0) 3p4 7� 1' 2'72 12 1� 71 �q 1 1"1� —� � ENGCO@AO�L.00OM 7j 7 ANCHORS 72 I2 12 12 12 1 ANCHORS 4 --� 0rNpNrurrq��, 4 7 j 4 71 "o �. E F' 6 ANCHORS AT 4'OC AT B• OC 7 ANCHORS AT 4'OC AT 4'OC ANC1.0 HORS •��\ ENS-%(/X 5 ANCHORS r AT 10'oc 3�s�i AT s• Dc �* No. 2609}� .t� P A Off,`!' A P F''•..Z 0 R 1,0..•+"��.` � / a y'ys�OHAI Eao''•• TYP` DESCRIPTION JUL 10 2015 1/4° A C N/ A N Y/ I- /4' N E �nfU C �C5 q1` I/4' TAPCON/ ULTRACON Y/ 1-3/4' INTO CONCRETE Y/ IX BUCK C Ce p C7 1/4' TA CON/ UL RACDN ' IN X Yp BUCK F D O O' v U N CON/ U ACON 1-1/2' N O F V nl Ee❑ C 2 1/4'-14 GRADE 5 SDS NTb i/8' MEigLX WO B K Y/ IX X N C^ [] E ¢ I 1/4'-14 GRAD DS IN7 I/9" M AL Y/ 1X BUCK C z.., ; o¢ ZN OQ 1/4' APCON/ UL RACON I-3/4' IN G BL K W/ pR V./ U 1X BU K Ee9Mroer Ssal C MINIMUM 3000 PSI CONCRETE Pedro Oe Flpuelrodo ¢ 2- WOOD BUCK MADE DE PT SOUTHERN PINE (SG>=0.55) PE 52609 B 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING Date:07/08/15 i B I 4- 1/8• MET P M ,1� f+ n ^ i B 5- lx AND 7l�u��T j 9FO p,RLSUD�SI NORt#TM A36 STEEL Scale:NA NU 'T— r' � ^ THE MAIN RUCTURE OTHERS TO TRANSFER LOADS TO D I 1 r. 6- USE a-1/Z' EDGj 1lcy7AWE jOp*C�F�tjTE• esignby:PPMF 7- ANCHOR TY AND 3/4' FOR WOOD AND METAL E ARFLICAFAE 4WNLY at J#MBS • 71 12 12 4 I2 12 h--"j If`�1 �� •• ••• •• • • • • 2 7� 7c' ANCHORS 72 7 ANCHORS 7 Drawing Number ANCHORS AT 8' OC 15-202S AT 4-OC AT 8- OC • ••• • ••• • ••• : : : : ' • • SHEET • •• • • •• • • •• 8 o 17 .:. :• •• . . . .. .. ANCHORS TYPE MODELS 81,82 AND 83-DOOR SECTION A, Al, B, BI, D, D1 MAXIMUM 6'X10'AND3'X10'MODELS P R E M U M SPACED. AS PER ELEVATION RATED:+53,-70 PSF G IF REQUIRED IX OR 2X PT VDOD BY DTH,-RS STATES _IF BE PROPERLY ANCHORED IN ORDER TO tF�EOUIRE➢ t%OR 2X AT S . A . C . Z TRANS,ER LOAD TO THE STRUCTURE vOCO BY OTHERS MUST BE �>< ANCHORS TWT —ORCRERLY ANCHORED IN - E TO ETP TO TRANSF[a LOAD AV.RICARDO PALMA A, Al, B, B1, D D1. E i TO THE STRUCTuRc: ff843 RU SPACED AS PER ELEVATION TEL:(5 1)6 rry 1 ( TEL:(511)810.9110 FRAME WIDTH r _ 1 .'-"--'-----➢DOR OPENING•-� � PRODUCT: PREMIUM OPAQUE HEAD 0 0 3-. SWING OUT WOOD DOOR LARGE$SMALL MISSILE 8 6- w EMBED, ENGINEERING: a Iun 1 W Fng(gu Jnr. 1 55r J 55955CA816 Ora Dr.201 9 Davie,FI.33314 WOOD 9 Tel.:(954)585-0304 1 OF PANEL 5- 5 WOOD Fax:(954)585.0305 ° 28 PANEL 5' MAX. ENGCOQAOL.COM OPTIONAL I 1/4• z Lo HORIZONTAL D SLIM ',r DE, i MID PANEL LOCK STILES C3 a JAMB HINGE �.. � �CENg4P o f Q a �. 4 oZ No 52609 1 _ IF RE CUT RED I%0R 2X PT = O .• PRROOPERLYD By CTHERSANCHO MUST BE Al F(OR �y.'" ANCHORED IN ORDER TO TRANSFER LOAD '1 r rG:'' TO THE STRUCTURE •••�Ms'O11A1 �� 3 t 13� �•r rAarrA IF• 3 ANCHORS TYPE JUL 1 3 2095 A, Al, B, B1, D, D1, E SPACED AS PER ELEVATION � 3 O o 6 —� SILL E 73 j EM> D. PMm�i ualredo Wr 14 P 2!2 PE 52W9 t • ••• Date:07/08115 • • • •• Scale:NA �_ __ ,Q • • • Design by:PPMF • • • ••• • • • • • • • • • F- w •• • AA4. • • • •• Drawing Nurnber x 1 1 • ANCHORS TYPE A OR B (� d SHIM 15.2028 T- SPACED AS PER ELEVATION \J JAMB 41CIC;• • ••• • ••• • • • ' o SHEET • •• •• . . % 9 Of 17 ... . . . . ... . MODELS B1,B2 AND B3.DOOR BILL OF MATERIAL MAXIMUM 6'X10'AND 3•X10'MODELS PREMIUM RATED:+53.-70 PSF ESTATE S F[WATER CRIPTION S . A . C . ZE = 75' X 12c^'X 6" DEEP FRAME AV.RICARDO PALMA#843 LIMA.PERU ZE = 35 15/16' X 120 5/16' X 2 1/8' DEEP PANEL ATTACHMENT DETAIL TEL:(511)6169110 D PANEL THICKNESS = 1 1/2' THICK ESSURE t8 PSF (53. 33 DP) PRODUCT: 1 1/2' THICK SOLID PINE WOOD PANEL PLACED IN A PREMIUM 1' X 1 1/4' BEDDING IN RAILS AND STILES AND A I' SwING OPAQUE X 1-1/4' X 1/2' X .051' THICK CONTINUOUS GE LARGE OUT WOOD DOOR WINDOW & DOOR STOCK # GE012A CLEAR SILICONE LARGE&SMALL MISSILE FRAME & PANEL GENERAL NOTES BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED AT9 . 1- HRSOL ASSEMBLY NOTES: ENGINEERING: EACH SOLID MAHOGANY WOOD FRAME HEAD. SILL B JAMBS ARE 6' DEEP AND r THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) �L n �� Jnr. #14x3' WOOD SCREWS 1N EACH CORNER. �—1.501 CA 8118 2- PANEL ASSEMBLY NOTES: 5595 Orange Dr.201 EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE Davie,F1.33314 CORNERS. 1/2'thick -3'x3' TENON AND WOOD GLUE JOINT. 1-1/2' Tel.:(954)585-0304 SOLID PINE Fax:(�)585-MOS 3- INSTALLATION SEALANT NOTES WOOD PANEL r0.051' CONTINUOUS THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY ! GE 012A CLEAR ENGCOQAOL.COM "SEALED WITH 'GE' STOCK GE012A SILICONE. //// SILICONE OUTSIDE oIn — f' DE w •. Q rt ! N 52609 `� L #9x1-I/2' 1.25- 1 WOOD SCREWS ` SPACED AT 9'OC DOOR RAILS AND STILES =.t•F. 0 1ppSJ��44•r f---2. 33----� •'ys�ONAL E�G•••� N•• ��•Nonup•N JUL 10 2015 BILL OF MATERIALS ITEM# DESCRIPTION S[ZE 1 AME HEADER x 1.75' 6.00'x 1.25' MAHTE ANY WB REMARKS 2 RAME S LL D 3 RAM JAMB i. 5'x 6.00'x 0. 0` MAHO ANY WOOD 4 ANC A L 3.75'x 6.00'x 1.25' MAHOGANY WO Psdrro Do Engineer ` AMEL BO M RAIL 2. 1 'x 2. 'x 4. MAH ANY W PE 52809 6 PANEL HINGE STIL 13'x 9. 5'x 9.50' MAHOGANY W 7 PANEL LOCK STILE 2. 13'. 4.89'. 3.89' MAHOGANY WUDD Date:07/08/15 8 RAISE PNL HOR. STtlf 2.•lf' 09.3'• 4.13• MAHOGANY •• Scale:NA 9 M.AHpGANY WOOD BEAD t. 13'x 6.t0'f! 4�Op• •MAhIgMN* C MAHOGANY WOOD BEAD 00'x U. 5' A 1 112' wd screws Design by:PPMF 31 MAHOGANY WOOD ASTRAGAL 0. 'x A 12 CLOSED CELL FOAM STRIP 5' ed / #8x 11/2' wtl screws •xx 6 A to e #lOx 2' wd screws ut 12'oc Drawing Number 13 O'LON SEAL @ FRAME/PgNELS .SB'x 0.65' FAM TA FULL LENGTH OF SILL 14 Q'lON SEAL @PANELS RAILS .335'x .336' SCHL EL PODS-650 1 5-202S 15 RAISED PANEL SCHLEOEL #OEZ320 16 SEALAN - CLEAR SILICON 1.5'thk SOLID PIN 17 CLEA SILICONE GE ST K # 75x. 0x.053 Th GE-S c #01 A -. SHEET • • ' '04, 10 Of 17 ... . . . . ... . . MAXIMUM 6'X10'AND 3'X10'MODELS -RATED:+75,413 PSF MODEL C-HARDWARE OPTIONS • • rPART# NAME _ — P R E M I U M 218 HINGE' 15_) PD LEAfN- CUSTOM 0.8a x 7.25'x 0;25' ---75-,/2 ESTATES STEEL. PLATES WITH 0.75• —i2-5/8'� WITH 0,313 STEEL FIN AN STEEL PIN HOLDER , I MANUFACTURED BY PREM D WASHER HINGE' M r-72 S . A . C , [UM ESTATES DOORS. THE o HINGE WAS SECURED TO FRAME W/ <5) 0.25'x i• � � •.�_ MS NUT AND WASHER AND SECURED TO THE P ^ AV.RICARDO PALMA#843 WITH (5) #12x 3' WOOD SCREWS. PANEL o I 21e z1e f LIMA,PERU 219 LOCK (1) PER ACTIVE STILE - MUL-T-LOCK MODEL 211 ate ate l 218 2le TEL:(511)610-9110 SERIES 700 LOCK SING ale 218 3Ie _le 219A LOCK (I) PER INACTIVE STILE E-LCUSTOM NTWp P 1Nt m 318 zte zl8_ n 319 318 216 LOCK WITH O. 75' DIAMETER STEEL RODS u 216 " 3te 3ie PRODUCT: EXTENDING 1' THROUGH PANEL LOCK $TILE AND a� 319 318 ro au PREMIUM INTO FRAME GOING THROUGH FRAME AND SASH LOCK = 218 218 ao 216 REINFORCEMENT PLATES, THE LOCK WAS OPERATED tiN 3ia 2le "�' 318 ale 21e OPAQUE 318 318 SWING OUT WOOD DOOR 22 B L B2>A HANDLE A7 37' FRCM THE BOTTOM OF PANEL. an 318 s i a s a NA I v _ X Z Q LARGE$SMALL MISSILE DIAMETER STEEL ROD WITH i7 DIAM R�NGS 7M• 3is 218 S 3ia 2le 318 378 s = 218 218 WELDED 3.5' AND 19. 75' FROM END pF THE ROD. a ? v 31e 3l6 BOTTOM 16. 75' LONG 0. 75' DIAMETER STEEL ROD WITH 1' DIAM. RINGS WELDED 3.5' AND 9' FROM 218 216 218 ENGINEERING: 319 318 318 218 21e END OF THE 25' EACH ROD WAS SUPPORTED BY 316 31e 218 iEnj9(gU JTTr. C2> 2'x 3. 125'x 0.25'STEEL GUIDE PLATES WITH lNactivE active - 31e 1.375' RINGS WELDED ATOP EACH PLATE TO GUIDE INACTIVE ACTIVE CA 8116 i- INACTIvE ACitvE 55950Ff.333r4201 THROUGH THE KTHE FRAMETMOULDINGDETHERTppDgND HINGE LAY OUT ELEVATION Davie,Ff.33314 EDGE BOTTOM GUIDE PLATES WERE CENTERED 1. 75' FROM T81.:(954)585.M EDGE OF DOOR, Fax:(954)585-0305 —75-1/2' 72-5/8' ENGCO@AOL,COM MAXIMUM 6'X10'AND 3'X10'MODELS-RATED:+75,.83 PSF 72-5/8• PART# NAME DESCRIPTION . DE F�� 318 HINGE ( ) PER LEA - CUSTOM 7.6'x 2.8 SOLID BRASS HINGES BY PREMIUM ESTATES DOORS s�Q�`°" �CENgfa�`Yy%� SECURED TO THE DOOR AND FRAME WITH (8> #12x * NO 5269\\?d C 2 PFH SMS 220 319 LOCK (1) PER INACTIVE STILE - DEADLOCK AND LOCK 3zo HANDLE WERE ATTACHED AT 43' AND 46.25' N " 320 3zo 3zo Iq` OF RESPECTIVELY FROM TH TOP OF THE DppR. 1 N o 320 BAIT (2> PER ACTIVE STILE - TOP 0.875'x 60.25' _ t.cg's F p•l qtr�� •••Fs' OR�.�,...��,•. LONG SURFACE BOLTS BY AZBE, MODEL #6912-90, f 31s s WAS ATTACHED TO THE 219 219^ = 319 +s,��IVAL ��•�� DOOR STILE WITH 3 STEEL c PLATES. THE PLATES WERE ATTACHED TO THE STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM z a 0.875,x 20.25' LONG SURFACE BOLTS BY AZBE, a JI1L•1 I MIS MODEL #8912-90, WAS ATTACHED TO THE DOOR 220 i 320 320 320 STILE WITH 2 STEEL PLATES. THE PLATES WERE " 3zo ATTACHED Tp THE DOOR STILE EACH USING (4) p #12x 2' PFH SMS. ACTIVE INaCr1vE activE c 320A BOLT (2) PER INACTIVE STILE - TOP 0.875'x 60.25' 1NACTIVE active LWAS ONG SURFACE BOLTS BY AZBE, MODEL #8912-90, LOCK&BOLTS LAY OUT ELEVATION inacuvE PLATES. ATHEDPLATESTO EWERORATTACHED WITH 3 STEEL E^CkberSeal Pedro De Flpuercedo STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM PE b28p9 0.B75'x 20.25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR NOTES Date:07ro8/15 STILE WITH 2 STEEL PLATES. THE PLATES WERE 1- HARDWARE 218, 219, 219A, Q20 CAN • • • • • • • • E�IND Sgle.NA i ATTACHED ?0 THE DOOR STILE EACH USING (4) VICE-VERSA PE IfrTEROHAt4GE&BLE E: 318, �O"b':PPMF2- SINGLE LEAF DOORS WILL US •• • • •A 1Drawing Number15-202S••• . ••• •• • SHEET•• •• .. 11 Of 17 ... . . . . 0:0 • . ... • MODEL C3-DOOR ANCHORAGE FULL ARCHED FRENCH OUTSWING DOOR PREMIUM MAXIMUM 6'X10'AND 3'X10'MODELS RATED:+75,-83 PSF ESTATES 24 ANCHORS S , A . C . INTO 2 ROWS 10 ANCHORS AT 10, OC INTO 2 ROWS RDO PALMA#843 / AT 1 O'OC LIMA, QQ�'?S LIMA,,PERU TEL:(511)610.9110 A1 C1� 1O PRODUCT: A PREMIUM A OPAQUE SWING OUT WOCD DOOR LARGE d SMALL MISSILE E _ E ENGINEERING: �ocJ 1�1i1��tT 4 Jnr. C F D y]Ni p�0 2�� CA5115 - _ p F_ Zoo o U C a r3-0 5595 Orange Dr.201 l F Davie,Fl.33314 U a Q~, r 0 o — _ o¢ Tel.:(954)585-0304 C a~ T. N F Ir z o N z Fax:(954)585-0305 C3 ¢ z a~o ENGCO@AOL.COM C ..Z uN.........,ar B DE it �L 43 I � �� v ,_.._�� N _ � N 52509 4 43 �I dT 4� j OF � :�Op STA �r';�,•` 11 11 ANCHORS 11 11 44 ANCHORS CI{oRS l 4 p AT 4'OC AT 10' OC 4 ANCHORS AT 10' OC 3�s's' ` JUL i 0 2015 TYPE DESCRIPTION A 1/4' TA / UL A N W/ 1- /4' N A 1/4' TAPCON/ ULIKACON u—1?_3/q' INTO CONCRETE W/ IX UCK 1/4' TAP N/ UlT A N 1-1/ INTO 2X u00D UCk: /4' TAPC N/ U RA N 1-1/p' INTO X W D U k: W/ 1X UCK D I/4'-14 GRADE 5 SDS INTO i/8' METAL Engineer ' A 7/4 -i4 G SD NTO ' METAL u/ IX BUCk: PWro De flOushpdp TAPCON/ ULTRA40N ]-314' �— INTO GF B— LOCK W1 OR W/OUT IX LICK PE 52609 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) •• ••• • • • . • 0• Date:07108/15 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING • • • • • • • • Scale:NA 5- IX AND E2XLBUCK MADE TOFBEOPROPERLYUDESIGNED BYMINU OR TOTHERS•'T�ETRAN0 0 LpaD 0 TD 0 0 0 •• Dea7go bY'PPMF THE MAIN STRUCTURE - USE 2-112' EDGE DISTANCE FOR CONCRETE AND 3/4- FOR WOOD AND M 00 0000 • • • ••• 7- ANOR T`IPE Drawing Number 7CHE APPLICABLE ONLY ON JAMBS 15-202S • ••• • ••• • ••• • • : : 0 : : 0 SHEET • •• • • •• 12 of 17 • ... . . . .. ... . TWO ROWS 13 ANCHORS TYPE MODEL C3-DOOR SECTIONS • •• D .—" A. All B. B1, D. DI PREMIUM �LEDGE i 3��SPACED AS PER ELEVATION FULL ARCHED FRENCH OUTSWING DOOR IF REQUIRED ,x�zX P, WOOD BY OTMCRS MUST BE MAXIMUM 6'X10'AND 3'X10'MODELS l—ORDER 70 7RA 3FER IN ESTATES IF REQUIRED:%OR?x PT YOOD BY ETHERS RATED: PSF ANCHORS TYPE ORDER TO STRUCTURE LnAD MLST BE PROPERLY ANEHoaED IN ORDER TE A, A1, B, BI, D, Di, E TE THE sTaucTuaE TPAN Sup LOAD IT.,IAE STRUCTURE SPACED AS PER CLEVATION S AL C I —FRAME WIDTH OPENING— I LIMA,PERS PALMA#843 TEL: 511 610.9110 ARCH ( 1 Ii 1 IDA 10A ICA 2 1 PRODUCT: A PREMIUM O r•-7 OPAQUE HEAD L; _ _ -�- SWING OUT WOOD DOOR O vXro W LARGE&SMALL MISSILE L ¢ 10 G t L:N ENGINEERING: 10 9J II 8 -lo So � ng(gO' .3nr. _ .7 i 65 l0 2 I MAX. CA 8 1/4' 55955 OO range Or.201 © SHIM Davie,Fl.33314 OTel.:(954)565-0304 P O JAMB HINGE Fax:(954)585-0305 OPTIONAL LOCK STILES ENGCO@AOL.COM HORIZONTAL u z MID PANEL •N•rNArA+AAq�. • , Z IF REQUIRED Ix OR 2X PT c3) I/{'X3 1/{• TAPC3NS ••'�• f�,. GE F W VSD BY OTHERS MUST BE SPACED AT {' OC ,J'Q�f C EN,q`'�F/" O = ORDER To ANCHORED IN ORDER TO TRANSFER LOAD Q '• F TO THE STRUCTURE N :52609 o c 4 1-2 I ANCHORS TYPE 7— s'A, A1, B, BI, D, DI, E "0 9T �'EOF2 PACED AS PER ELEVATION GUIDE PLATETE •• 1oA SOA � ��-.:S�OMAL•��' BDTTON LO'K GUIDE PLATE JUL :i 0 UTZ 10— STEEL PLATE u W— 20?5 mew n REINFORCEMENTS 6 ® A SILL IDJ 9 ASTRAGAL V/REINF ATTACMCD i0 INACTIVE STILf' �' 46X 1 1/i" SMS i----� WITH GLUE AND f9) # 6%I 5/8• SMS: <6> 1/{'%] 1/1• TnPCONi EngIT9pr SeW 3• FROM INDS 1� MAX. 6 7/8•. FROM ENDS AND 13 V+• OC. SPACED AT 3' OC Poft De Figwtr•Ao AND SPACI',D I/a• �� AT 13' 0, 7 SHIM PE 4 Date:07/08/15 Scale:NA O • ••• _ IN• Design by:PPMF • •a •-r �3 ,,, JAMB LOCK • •• • • • • •• • J(—l� •• 006 •• • • Drawing Number x v x INNACTIVE STILE LOCK STILE 15-202S LOCK R£INF. STEEL PLATE 1 ASTRAGAL W/ REINF, 2X7 ASTRAGAL 24' ATTACHED TO s ANCHORS TYPE AOR B aTTAC1-EI>•f[TINACTIVE STatE • •aj" XI t/a'XI/8' CHANNEL /ITH $�(E� WITH GLUE .ND ) 06XI.5/E' SW • • 4C 010XI/2' PHMS SPACED AT SPACED AS PER ELEVATION _ 6 7/8' F EN>, AN 10 iia' Ix, • •- •i? 5, 75, 10, 20,25, 34.5, 44,5,-I 13 of 17 • •• • • • • • • •53.37°-; 62. 125, 69.5' FROM BOTTOM F • ••• • • • • ••• • ••• • • • •• •• • 4 . MODEL C3-DOOR MISCELANEOUS FULL ARCHED FRENCH OUTSWING DOOR PREMIUM GENERAL DESCRIPTION MAxIMUM 6'X10'AND 3'X10'MODELS ESTATES RATED:*75,-83 PSF MAX. FRAME SIZE = 74 1/2' X 121 7/8'X 6" DEEP FRAME S . A . C . MAX. PANEL SIZE = 37 1/2' X 119 3/4' X 2 1/2' DEEP AV.RICARDO PALMA#843 MAX. RAISED PANEL SIZE = 24 1/2" X 105' X 1. 5' LIMA,PERU WATER TEST PRESSURE: 311.25 PSF (75 DP) TEL:(511)610-9110 PANEL ATTACHMENT DETAIL PRODUCT: PREMIUM OPAQUE OUTSIDE SWING OUT WOOD DOOR LARGE&SMALL MISSILE WOOD PANEL CORNER CONSTRUCTION: PANEL GLUE TO SASH BUTT JOINED v1TH INTERIOR STOP OVER ENGINEERING: JAMB MEMBER RABBITED W/ HENKEL RBF-2052 995 DOW SILICONE AND 1,Fn (I'l� Jnr. TO 1 1/B'. GLUE WAS APPLIED TO EACH R12X2 WHIN SCREWS. CA 6116 CORNER AND JOINED <14 A7 HINGE SASH, WITH(3) 812%3 PHWS 10 5 AT BOTTOM RAIL AND 5595 Orange Dr.201 p, NOTCH JAMB 1 9 ON LOCK STILE) Davis,R.33314 inial lnu F 1 !iT/BSILL• TO Tel.:(g54)585-0304 1 11111 ti N Fax:(954)5854305 m� ENGCOQAOL.COM <3> 413x3 PM WOOD YCREYS ExTER10R STOP •�� `CENaF / GLUE TO SASH WITH l0A QN .52609 ` HENKEL RBF-2052 = r4y ��'O�"'tib 0 1�fr'��•'�, ARCH STRAP CONSTRUCTION: �' s�ONAL THE CURVE HEAD AND THE JAMBS WERE BUTT .AIRED USING ]/4X3%1/2' TENON ........N''�•'' AND GLUE. THE STEEL STRAP MADE OF 1/4%2x141• WAS ATTACHED TO WOOD FRAMING WITH(17> N12x1 1/4• WOOD SCREWS. JUL 12015 #12x1 1/4' WOOD BILL OF MATERIALS SCREWS AT 8 5/8' OC TEM# DESCRIPTION SIZE REMARKS 1 FRAME (ARCH HEADER) 2.00' x 6.00' LAMINATED MAHOGANY 117" FRAM (JA ' x AMINATE MAN ANY STEEL 3 FRAME (SILL) 2.00' x I, LAMINATED MAHOGANY En9k�.r9ss1 0 $TRAPS p 4 FRAME (SILL UMP ) 0.69' x 1. LAM NA MAH GANY PeftDoFgjWmdo G+ q 5 SASH (ARCH RAIL) 2.60' x 6. LAMINATED MAH0, -- � v 0, 6 SASH c TOM RAIL) .60' x 9.21' LAMINATED MAHOGANY NY 3 j 7 SASH "N(� I c'. 0' x 6.5 LAM RATED MAHOGANY Data:0)108/15 N Lay Li rn 8 SASH(LOCK RMI U• 2. 0' x .4 ' LAMI RATED MAHO ANY Scale:NA 0 W. ^) r¢ =m 9 SAS <INACTI k RAIL• 2. 0' x .44' LAMINATED MAHOGANY Design by:PPMF � Q- SASH P>• • • •2.0 x 1, 9' LAMINATED MAHOGANY SAS %T.i. P) • 02•4t5'0x 1. LAMINATED MAHOGANY 11 SASH INT. RAG 2.fe5'0xW.406- LAMINATED MAHOGANY Drawing Number N= nJ3 12 BOTTOM 8 HINGE REINF. 1.00' x 0.25' STEEL 15-2 25 `'W ^LJ 13 ASTRAGAL REINF. 0.63' x 0.63' STEEL 14 LOCK RAIL REINF. 0.25' CHANNEL STEEL ti i5 WEA ER -;T �RIPJN • QEBD66 0-B VINYL k6 WEA HER TRIPPIN • OEZ-�20�$R VINYL _ SHEET _ • •• • •• . . .. 14 of 17 ... . . . . ... . 1 , MODEL C1&C2-DOOR ANCHORAGE PREMIUM RECTANGULAR&ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10'AND TX10'MODELS ESTATES 10 RATED:+75,43 PSF ANCHORS S . A . C . AT 4°OC AV.RICARDO PALMA#843 4 2 ROWS 4 q LIMA,PERU ANCHORS ANCHORS ANCHORS rANCHORS 4 10 4 ANCHORS 4 4 4 TEL:(511)610-9110 AT 6'OCAT6'pC AT 6'GC ANCHORS AT 4'OC ANCHORS ANCHORS ANCHORS T4°DC AT 5'DC 2 ROWS AT 6'0C AT 6'DC AT 4"OC ROWS 2 ROWS PRODUCT: to I � PREMIUM I OPAQUE SWING OUT WOOD DOOR A - A LARGE&SMALL MISSILE a a E o E ENGINEERING: o 0 0 ;En4To Jnr. rU C c j C3 D F CA 8118 C a C D C 5595 Orange Dr.201 - I � F r Davis,Fl.33314 Of aU —— ——— o — Z a — ——— a ,.F Tel.:((�)A85A304 __ _ u _ Fax:(954)585-0305 = o o ENG OL.COM U U Z Q --—— O z —_..�. ——— Q __ �IIIINIINIi1�1j Q I �Y CENg�.F� r 4L N .52609 m OF I I � 9 � I ( � � 0 !'�I t''T� t_'t�'1 t''7 �I "I t" ��F`p f 2 2 2 ANCHORS 2 4 4`.a�ONA4 ��''•� ANCHORS AT 2 2 ANCHORS ." ANCHORS AT ANCHORS AT AT 4°DC ANCHORS AT ANCHORS AT ANCHORS AT AT 4'OC a11111N' 10-1/210C 8 10-I/210C 10-1/2 OC 2 ROWS 10-1/210C 8 10-1/2-OC 10-1/210C 2 ROWS ANCHORS ANCHORS AT 4'OC AT 4'OC JUL 1 2015 2 ROWS 2 ROWS TYPE DESCRIPTION Engineer Seel 4 A N A N W! 1-1/— N N Pedro De Fpuelredo Al 1/4' TAPCON/ ULTRACDN W/ 1-3/4' INTO CONCRETE W/ IX BUCK RE 52809 B 1/4• TAP tlN/ ULTRAC N 1-1/2' NTp 2X WO U K B1 1/4' TAPC N/ U TRAC N : / NTO X W OD K 1X BLJfK Date:07JM15 D 1/4'-14 GRA E 5 SDS INTO 1/8' MEETAL TAL • • •• Sca�,� 1 I/4'-14 GRADE S SDS INTO 1/8' MW/ IX B CY• • • • E 1/4' TAPCON/ ULTRACDN I-3/4' INTO GF BLOCK W/ OO W/OUT eiX • • • Design by:PPMF • ••• • I- MINIMUM 3000 PSI CONCRETE •• ••• •• • • • 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) • •• Drawing Number 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 5-202S 4— 1/8' METAL MADE OF 6063—T6 ALUMINUM OR ASTM A36 STEEL 5— 1X AND 2x BUCK TO BE PROPERLY DESIGNED BY OTHERS•TO•TF4NSFER LOADS TO THE MAIN STRUCTURE • •• • ••• 6— USE 2—I/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FSR WCOD AND I-TIL • • • • SHEET 7— ANCHOR TYPE E APPLICABLE ONLY ON.JAMBS • - •- • • • —— - 15 of 17 • ••• • • • • ••• • • • • • • • • • • • •• •• :0• •• • • • •• •• • • ••• • T r r MODEL C1&C2-DOOR SECTIONS IF REQUIRED ,x OR z%PT PREMIUM WOOD BY OTHERS NUST BE DOUBLE OR SINGLE RECTANGULAR&ELLIPSE FRENCH OUTSWING DOOR PROPERLY ANCHORED IN ANCHORS TYPE MAXIMUM 6'X10'AND TX10'MODELS ANCHORS TYPE ORDER 10 TRANSFER LOAD ESTATES A, A 1, B, P,1, D, D I RATED:+75,-83 PSF A, Al, B, B), D, D I, E FrDER s*RucnIRE SPACED AS PER ELEVATION SPACED AS PER ELEVATION �— —•—•— SAC —FRAME u1DTH—• --- . . . r------ --- DOOR OPENING— - �.1 AV.RICARDO PALMA#843 LIMA,PERU �i rfc IF REQUIRED I%OR E%PT u00D BY OTHERS 3 TEL:(611)610-9110 MUST BE PROPERLY EHIN ORDER TO THSTRUCTURE �.1 TRANSFER LOAD TO THE STRUCTURE 7 { NBX1.5 PFHSMS 12 SPACED AT 5'OC PRODUCT: PREMIUM 6 OPAQUE 10, u SWING OUT WOOD DOOR ^ 9 OW z LARGE&SMALL MISSILE A ua HEAD B Lg 7— o ENGINEERING: +.EngTo Jnr. it MAX. CA8118 8g 1/4' 6696 Orange Dr.201 B SHIM Davie,F1.33314 14 Tel.:(954)585-0304 STEEL HAR REINF. JAMB HINGE Fax:(954)S85.0305 (1 1/4x1-1/2 CFH-14) ENGCO@AOL.COM LOCK STILES SET IN DOW 995 SILICONE AND #12x1 PFHSMS AT 8'DC 00 DE F1 wCL `31 .�-�• CENS'�F�S C3 W 3Z r0�4'tT+' � F�"O= cc x C3 < 9 s N 52609 4 * % FO IF REQUIRED 1X OR 2X Pi WOOD BY OTHERS MUST BE �s/ONAL��;•`'' OPTIONAL j ERLY ANCHORED IN �,,,N.•' HORIZONTAL FRAME WIDTHR TO TRANSFER LOAD 10 MID PANEL HE STRUCTURE DOOR OPENING TO JUL 10 2(ilh B 3HORS TYPE SILL ^ Al, B, B1, D, D1, E id 08X1.5 PFHSMS 12CED AS PER ELEVATION SPACED AT 5'OC 12 eBXI.5 PF MS Engineer Sea[ SPACED AT 5'0' Pedro De Figuelredo PE 62609 Date:07/08/15 Scale:NA = Design by:PPMF a I INNCHDRS OUBLE OR SINGLE 7A Drawing Number TYPE SHIM 15-202S �--3 , Al,_ B, B1, D, D1 • ••• O • c., SPACED AS PER ELEVATION JAM 1•eOCK • * ••• •:• SHEET • •• •• .. 16 of 17 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . MODEL C1&C2-DOOR MISCELANEOUS PREMIUM RECTANGULAR&ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10'AND 3'X10'MODELS GENERAL DESCRIPTION RATED:+75,-83 PSF ESTATES MAX. FRAME SIZE 72 5/8' X 122 3/8" x 6' DEEP FRAME S . A . C . MAX. PANEL SIZE = 36' X 120 112' X 2 3/8' DEEP AV.RICARDO PALMA#843 MAX. RAISED PANEL THICKNESS = 2 3/8' LIMA,PERU WATER TEST PRESSURE; ±11. 25 PSF (75 DP) TEL:(511)610-9110 PANEL ATTACHMENT DETAIL PRODUCT: #18GAXI 1/40 PREMIUM GALVANIZED BRAD NAILS OPAQUE SPACED AT 4.13C 3/4' PLYWOOD SWING OUT WOOD DOOR (2) a 10X2 PFHSMS 17 MAHOGANY MAHOGANY LARGE&SMALL MISSILE 1 A7 EACH END VENEER VENEER #10X2 PFHSMS zSPACED AT 6'OC 0.82 0.92 COw 16 r ENGINEERING: a f> OUTSIDE EngTo Jnr. L m CA 8114 C5 5595 Orange On 201 WOOD PANEL CONSTRUCTED BY GLUEING ^ Davie,Fl.33314 (2) #10X2 PFHSMS (DPA PLASTIC RESIN) A 3/4' PLYWOOD t 1 AT EACH END Tel.:(954)585-0304 SHEET BETWEEN TWO 0.82' THICK Fax:(964)585.0305 16 MAHOGANY VENNERS rat r w ENGCOCAOL.COM r W�i�� DOW 995 DOW 995 ••••••• z W i OUTS 1 DE 5/9' x 3• DOWELS ,••••' u z Ig 018GAx1 1/4' •• .bE C3 W 1B SPACED AT 7 OC d - ��t > 1' GALVANIZED p.•p = BITE BRAD Y SPACEDAATS4'OC CENgF•''t� OUTSIDE STOP ATTACHED _ J 1: OVER A BEAD OF DOW 995 SILICONE N 52609•? MECHANICALLY FASTENED W/ 18GAX1-1/4• ' ..� _* 1 BRAD NAILS SPACED AT 5'OC AND �'q�p ST F {•� #10X2' PFHSMS SPACED AT 5'OC 17 OR SPACEDPATSMSOC ss�ONA.L F��••p OUTSIDE STOP ATTACHED �•••,•.,.•.,, OVER A BEAD OF DOW 995 SILICONE BILL OF MATERIALS MECHANICALLY FASTENED W/ 18GAX1-1/4' t M DESCRIPTIO2. x 6.00 LAMINA± a WOOD B1SPACEDD NAILS 5 T 0X2* PFHSMS SPACED ND ISILL OC JUL 10 2615 SILL WATER DAM 0.52 x 13.7 SO I V JAMB 1.75 x 6.00 L 5/8' x 3' DOWELS 3 AMINATED WOOD SPACED AT 7' OC 4 H A I. x 6.00 LAMIN V D ' FRAME MOLDING i.76 x 0.67 SOLID W 6 SILL BAR 0.50 x 0.12 ALUMINUM H NGL STILL 2.39 x 6.38 LAM NATED WOOD 8 LOCK STILE Engineer Se . 55 LAMINATrD WOODPaden Qo FiqueBeCn P RAIL 2.32 x 6.60 LAM NAT D WOOD CORNER EONS BUTT RI INEDT WRUCHIONi PE,� 10 ❑TTOM RAI .88 LAM N T VOOD JAMB MEMBER RABBET 11 INACTIVE ASTRAGAL 2.0 x 1.77 SOLID W • 000 • TO I lie•, GLUE WAS Date:07/08/15 12 INSIDE MOLDING 2. x 1.53 SOLID V • • • • A•P•IED TO EACH 13 OUTS 1 DE LA NG STP 2.00 x 1.46 SOL I D W • • • • • • • �iwEROND JOINED Scale;NA 4IeX3 PHvs Design try:PPMF 14 OPTIONAL INTERMEDIATE RAIL 2,31 x 6.95 LAMINATED WOOD • •• • • • • • 15 ACTIVE A TRA AL 2.05 x 4.59 SOLID WOOD NOTCH#AMB - 16 INSILJL 4UUAXL MOLDING 1 1.30 LAMINAT O/ SOLID WOOD •• • • • '"�' + �' TO 1 7 INS 1 DE M L NG 2. O x 1.19 SOL I D u O " FI Drawing Number I8 UUISIIJL 19 S 9x 0.812 LAMINATE R WO D 15-2025 • • T •12X3 PH • 11[�D SCREWS • ••• • • • • SHEET • 17 of 17 . .. .. ... . . . . ... . . ENGCO•Ind Ct L! ENGCO Inc.. 55 S ORANGE.ORNE'20t at"a' e t1A4Il FLOFIII7A-33314 �y r IS Ent,Tnecrin� A - Tel (954)585 0304Fax",(954)585;0305; CERTIFICATIONOFu)Nbl PENDENCE,. Rule#9N-3009,(3j(4j. Sheet 1'of1 1 rDate 411 7120 1 2 A rer, eii� m uEstates S'A.C_ •..' .... .• —21 Manufactu Pr ' Uma Peru •••••• ••�• •••••• 4 Evaluatioh Report] k1M70'&12-071 .r.e m,suving-out wood 0001;i.•. ••••• 4-Product Category': Dcior_ .. .... ...... 5-Cei#ficatl,h of ndependence::r. •.- 1.4. • r j•�_ r •••••• °�1;Pedro;_De.Figuetredo;-professional.englneer'flcsnsed in theatate of Flonde;under ieg stration < _ � •. - • #PE:52609 perlotming this evatuat+on:do not Have or.r or.vvill.acquite,, a°Firianctal;interest many corripariymanu#actunng or'distnbtati'ng products for which the - s. reports are being issued: sb-;.rianclal interest rii any other er>tity in`vohred'in the approval process o#the pradUct Gil s _ r-` .! X19. •-�G�k1.�/ �' t � [, , OF J 'Vs Pedro De f=igueireelo • � �� L '- .. lFl."P E:Uceitse:5261)9 - System t�:`2504• ti - a ENGCO-Inc IT • CA 8116 , - 7, �ENGGOInc.� � 55950RANGE=DRlVr,201 ` n�;mr�ritigSen=iccti ' QAVIE;A16RID 33� 4 - ;+y ,f � '" Tell{85a}`5$5•D304.Fax�:{954).3$5-030.5. .. _Engcodaol;com - ` PRODUCT EVALUATION REPORT RULE 9N-3'005(1)'(dj-EVALUATION REPORT FROM A PROFESSIONAL-:ENGlNEER' '^Repot ;Number 12=070&x12-071. ,1-Dater .. 4/17/2012 .. ._- `2-Manufacturer F Y Premium E§Wtes SA_ C. ` 4JO a ...... �. Umar Peru: `.... { 3=P63duct Name Premium sm g-0ut4md door- ,:.4- oor',:4-Evaluation`EntrEy:d Florida ProfessionalEngri eer; ""•' Ped%Paulo M.Deigueiredo='PE;52809:`• •!•••• ! ..' 5595 Orange°Dnve Suite 201 •: •••••• + ... -,David,'.:-'Florida=33314 .. ;3-Statement of;Compliance::' T&i product evaluation i'eport:is beingissuedper Rule:•-' Chapter;No.9N-3 section 9N 3 a05(1)'(d)of the'De _ri66nt of'Gomrrity Aifai s': —:Floiida Building COAKl ion The`produ'cts covered by this report'have;proven to be: eomp4anc&I.WM the Florida Buiiding;Code 2010 included but not limited to'the following standards:t.AS 201,':TAS' 2,TAS-203 _: - _ - ,and AF&PA NDS"2005 ,t , Product Description: Th is'product.is a swim out type door tiesrgned;constructed and tested to provide piotection from hurricane fon winds and wind'borhe debris(Large`&small rniss►le)withm`the allowable designedpressures and limitations state in tt is apprbval Specification; fatincaficin and '0 art as:per cltwkings 12-070 and 12-07.1 (FBC 2010)'Mpladng previous approved drawings 09=241 and..09 243(FBC 2007) ; - A, • ro_- .ter T - - 7 Tecin�cal'Docurrienta#lona =s i 71 Approval Document Dings riumber 72670 and 12-07,1 prepared by;Engc$, �:Inc on 04/14/12 sheets 1 thrdugl 17 ofs17 titled"Premium Door s+grieii;and sealed tiy;Pedro De ' -F "edguefr oiP.E:J. - �. .. +�: .. v 7 2 Test Reports TAS 202 TAS 201 (Large mfsstlej'and TAS 2Qs�er.tfie •••• •• r 3 r y ti f e :v • •••• •••••• Flond6'8uildfng'Code 2010 prepared by»Hur;fcane Engmeenng&`LTestfng Inc report%#:... r . • " f • .- a 99�799A,99 7998,99-799C'>99-1136'99 799t],99-1137 03-'i846i;08•'143 09•,-. :••••: 2532B&'09-2532A. _ :... ..... 7 3 Calculai;ons Original calculab�oris and design for:door ancoggg�rld analysis, •• of-test results,pneparetl'by Engco lnc an 11/24/09 signed and Sealedby;Pedro'De Figuf► doP .•.,;, 7.4-PnaducYsequential data`bPrevious approve!under FLi13362tt9sed on,FBC'• ; • t :2007T.and`Updated to FBC 2010., - •• ' <3 �,8-timifiation and Conliifions°of:use.�'- - •• -. ' Product to�be manufactured,designed and uistalled as.per drawn specifications 1(1-070'&,lM77;prep_t d b'E' Iric dated`oi 041114/12 and signed and� sealed by Pedro 04 Ngueiredo;.PE. - Stat@merits'.� - T t .{• __ - 1. � f i 91 Letter of authori¢ation Vsfeanmng nxiucts to Premier•Estate' ' .. y `,f 1 �`'J Yin'•`No 2�?��'<y . CIf Pedro DerFigueir'edo r " , Fl._P.E L nse 52609 VYSWM Ib,2504 I1 `ADENA SIA-k z • -' Calle l'rincipaifrente a1+cernenterio L:a Salaua,lU©dlas �" • Atti, +Fed#o De�Fi�ueireciot _ - - - 5595 t0rsn a Dfl�e S'Uite 2x41'., ,. 4 Wvt6-, F—„ 333'14” so R ' , Madera S:AQncac>diici Approvals'Transference ici Pieu+ risu� sa S►A;C ....:. Please allow ihls 1e#ter icy man#the abavecefern�ed:compan the;trSft flfth 'tsti • x``d8t3 3I2d al1'112 �rJ113i1tJT1 Lt '5531'' OX��]CEri11iI17' 'Sta1CS tD 4�t�1I1.FlQn1 >prnd :•• Appz4Ya1S' orthe folk 'ingptcidu ts.a pmvals: •:•• •r• • Glazed and-Sc�I1dc;,Switig c ut=DU©r ,-FL-4'33'62 h{.Casey lent Mndow. KIM ' <:Fixed Window;- FL 1 x`535 -Y- - - Cr' -1, � w r L •_ -• r u Please use the fcillowin mparly info-61 -as tale for b e diihiimgs' f R, •Mlne 'remium'slstates AdcireW � tarda katma#843 Liilna.l 8t Peru. Telephone `':( 111 -610 91::14 _ M If you haveaay questions,lplea�e do nnthesltate to cantactmyro£ ce' "M ;P. k a Dil �. d a S A h MODEL A 6'X8' AND 3'X8 IUIODELS PREMIUM , GENERAL'NOTES (FLORIDA BUILDING CODE 20 10) : SEE SHEET a. FOR PANEL OPTrONs ESTATES: I CODE: TH15 PKODUCT HA5 BEEN TESTED AND DE5IGNED'IN I. W `-.I - CORDAGE WTH THETLORIDA BUILDING CODE 201S A ., C . I I �r �+, � I c W - _FW c-'w F�� —FW AC . ! INCLUDING fHE H3GE i VELOCITY HUF.RICANE ?ONE (HVHZ). _ \ x . \i�' / / \ / /. AV.'RICARDO PALMA X843 1 2-'DEFINITION:,Tt115 PRODUCT 15 A-SWING`OUT WOOD TYPE DOOR \ 7 / \ / LIMA,PERU \ / \ /' b Dt51GNfD, -CONSTRUCTED AND TE5TED TO Pp.OVIDE EL:(571).610=9110 �- PROTECTION FRO.M,IHURRICANE FORCE WINDS•AND,VAND BORNE � f/ / DEEPS (LARGE�,SMALL,f 551LE)WITHIN THE ALLOWABLE _ D1 51GNEDRE55URE5 AND LIMITATIONS STATED 1N~THIS \ -R / \ E \ a \ d PRODUCT: C \ PRE.MIUM I , APPROVAL. \ l \ \ l \ \ \. 3- LABELING: PRODUCT MUST BE LABEL 1N 'ACCORDANCE WITH FDC ` i \ / \ / OPAQUE SMNG'OUT WMb abOR' •.. .. R 20 10,,CHAPTER 17, 5ECDON 1.715.5. MODEtAl.� EL.A2 MODEL Q3 LARfE&CMALL 01061LE RETA.NGULAR SHAPES 1= .L Ll •••••• •... ... ., - n.• ARCHED SHAPES. • 4=F'PR JECT DESIGN 'PRE55U�.E5: THE PROJECT 'Pd-+53, 70 PSF Pd-.+53.'-70 PSF Pd=+53,-70�PSF ...... .- # P O 55URE-5 MUST DE CALCULATED BASED ONSASCE D7-10, BY A .. •• PROFE55IONAL AlZCH1TcCT OR ENGINEER. THE PROJECT - Eh�INeERING�••• • DESIGNED PRESSURE, LIEQ`BY 0.6 AND THEY MUST NOT MODEL$ G X1 O AND 3X10 MU ~` ••• • DETERMINED.13Y A5C$=10, ARE - QELS 9 4 LY; c 00: • PERMITTED TO BE tAULTIP0000 096 ' l EXCEED THE AlL.OWABLE PRODUCT PRESSURE-5PECIFIED � SEE SHEET 2 FOR PANEL, OP T i ONS55¢3C¢A4ga Dr.207• • y HERE-1N. Da4ie,,F1'33394...:. ••• •• � -FW--� FV FW� f--FW - FW--1 f W- Tel ( I - - .: `585 04 a 5'_MATERIAL: ALL WOOD PARTS TO 13E SOLID OR LAMINATED $34) -G3 F� F 513 •.. .• E MAHOGANY OR ANY OTHER 5PECIES'WITH 5PECIFIC,GRAVIT1' T ax* 58 30 W x x ENGGO@AOL.COM•• h GREATER OR EQUAL TO 0:45. \ S / I 6=>=ASTEi�ERS. ASSEMtLY SCREM a ND ANCHORS rr/ �, ..- h � . RS SMALL BE:AS /; \ / / \ f \ i / / •�'+',� .,,��• Fl SPECIFIED IN THE CURRENT.5LT•OF DRRAVONG5. IN5TALLATION , \ / `O*. �E... •�� 1: AND LOAD5.AS PER,Tt-I15 APPROVAL. ANCHOR.QUANTITY t / � SPACING MUST NOT EXCEED THE MAXIMUM Llt�lt5,SPECIPJED BY _ / ��.� :.•��C,ENS� �F* _ TH5`APPROVAL. DP! g N6. 52609 1 7- USE: IT SHALL BE THE RE5-PON5I5ILITY OF THE CONTRACTOR, \\ f ' \ { \ I.F / \ � \ if / \ a STAOR, t,_,.• : ARCHITECT OR ENGINEER OF RECORD TO VEPi Y TI IE TE \ \ \ \ FOLLOWING: -7.A- THE STABILITY OF THE5TRUCTLIKE WHERE-THE PRODUCT 15 �1 11 � TO'BE ATTACHED INSUP.,ING PROPER,ANCHORAGE. MODEL 81 MODEL B2 MODEL B3 SION •`� 7.2-THE SITE 5:PECIFIG.PROJECT`CRITEP.IA, SUCH A5 BUT NOT RETANGULAR SHAPES ELLIPTICAL SHAPES ,ARCHED SHAPES ,•��iii Pd=+53,-70 PSF f?d=+53,-70 PSF LIMITED{TO,.LOCAL COC�>= REOUIREtv1ENTS, DESIGNED Pd=+53,-70'PSF ! PRE55URE5 ETC: 7.3-THAT THIS APPROVAL 15 ADEQUATE TO THE 5PECIFIC -PROJECT. MODEL C —16'X1O' AND 3'X1O' MODELS l �: SEE SHEET a 1•[P, PANEL OPT�iONS 8- WOOD,DUCK.5 (I x or,&) BY OTHERS, MUST,BE ANCHOIRtID - 1 FW .. FW--- FW=-� -FW--� —FW- 0 F1.' - �P� �, 2� 2 F PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. FW I l- W 4 t 1�-' W , h � I , � � • `y )K � � � Engineer Seal Pedra De Fhgueiredd PE 52609 Date:'04114/12 p TABLE. OFa CONTENTS: X Scale:NA Design by:'PPMF F CCId1 ENT SHEETS \ / \ aE / \ 1 \ 41 j \ I GENERAL'NOTE5,_ MODELTYPE5 1 : \ \ / \ \ / \ \ DrawingNumber: DOOM PANEL oPT10N5 2 . 12-070 y MODEL A DE51GN 3, 4,..5, 6 MODEL B DE51GN L7 8, 10 MODEL ULAR aSHAP,ES M MODEL SHAPES I I 1.2, 4, 15, 1 G; 17 �b MODEL G3 MODEL C'DE51GN 13. 1 ARCHED SHAPES -SHEET I Pd--+53,-70`PSF•(10') Pd`+75;.-83 PSF' I -_ Pd=+75,.-83 PSF(9) Pd-2+75,-83 P8F 1 Of 17 1 DOOR PANES OPTIONS PREMIUM , ESTATES _ S . A . C . AV.RICARDO PALMA#843 T LIMA,PERU E - TEL:(511)610-9110 i _J k I J a f f j a PRODUCT: t _ �I PREMIUM s n a Q b _ OPAQUE • } � SVWNG OUT WbW bbOR ... .. ' J J J J J LA e&:SMALL.MISSILE I 1 _ •••••• •••• 000 •• 1111 n �. (Z "( d i -• •--- - a. ••• •• • ENiWI`ERING.Pao !Ln Jr. ..:. OU I If • 5*5 gftrge,Dr.201• Ddvie, FI!33318•••• ••• •• z EXAMPLES FORSINGLE PANEL WJ TH TQI.: ($64).585-0304• • a ••• •• LAMINATED APPLIED FALSE MUTINS Fa):1954)585-064 • l ENGCO a@AOL.COM•• J DE GG '-. r ��.Old. ..• C E N s•. Fj MH a lr� d ? 0. NO. 526179 00 EXAMPLES FOR SINGLE; DR MULTIPLE PANELS WITH TRUE + HDRI'7_ONTAL MUT•INS- + a STATE ll a '� OF ki.+ • 9 a n z n 1 EXAMPLES' FOR MULTIPLE PANELS APR 02612 WITP LAMINATE D. APPLIED FALSE AND TRUE MUTINS Engineer Seal �. I Pedro De Figuelredo i PE 52609 !I II f .Date: 04/94/12 Scale:NA 1, Design by:PPMF ' NOTES # f- DOOR PANELS MAY_.BE RECTANGULAR, ARCHED OR Drawing NLimber 4 I ELLIPTICAL. L PANEL CDNF I GURAT I DNS WIT H APPL-IE D FALSE f•IUT,I iS 12-070_ I CAN DE FREELY CONFIGURED LIMITED DI'LY BY THE NiAX I MUM PANEL S,I ZE AND 1.11 P:I MUM TH'I CKNESS ALLfOWABLE 3- ONLY HOR i ZONTAL TRUE MUT I irl IS AVAILABLE 4 SHEET 2- of 17 + i § MODEL A- HARDWARE OPTIONS PREMIUM ESTATE r _ MA I.MiIM 6'X8' AND 3'X8` MQDELS - RATED: +53,-70 PSF S ., A . C PART# ,NAME DESCRIPTION - -74 3/4' - 74 7/8' - 74 3/4' Ai'.RICARDOPALMA#843 i8 HINGE (4) PER' LEAF - 2. 75' x 4' x 0, 068' STEEL LIMA PERU SECURED TO PANEL AND FRAME 0 C 6) #LOX 1. 5 t o TEL:(511)610-9110 I= WOOD SCREWS. I o 18A HINGE (4) PER LEAF - JARDINiER MASSARD' BRAND 43 ~ CONNECTED TO PANEL AND FRAME W/ (8) #10XI. 5 PRODUCT: WOOD SCRcWS; %D LLI _ ! oE- SCHELEGEL u as le PREMIUM y� 19 LOCK MULTI-BOLT TLOCK�W I T,H BRASS. KEEPER SET, 52rim _r v t o 18A a,0 IRA 118 PER KEEPER is to a, BS $' . FULL LENGTH STAINLESS c` I is l8 �` ' lie tts SWINGC7UTWbC17QR I 19A t1GK. ( l) PER ACTIVE AND i NCT I VE STILE = v �— teA teA I �" 4 N lA'�G6 �SRfiALL MISSILE I JARDI_NIER MASSARD BRAND VERROUS A ENTAILER as lis tie ! x F ••'••• .... ...' • _ �• 11 REF 32.1 W-I TH d -312' D I AM. x 0. 567' THROW AT "', -. Ln d � x v x z~ _ ¢ ENC4NEERING: :6010: TOP AND BOTTOM, CENTER HANDLE ROUSTIQUE I � a COE042.100 MODEL_ RY 59 FASTENED WITH � �. � • ...�.. I .fin c C 4),-#]-Ox 1. 25'. ( 7) 2, 4'x '1. 656' `WIDE` STEEL ` '�I L7: ITh r �•: •. , CLASSIC GUIDES SECURED W/ (2) #10x J. 25 ` ' '•• • r EXCEPT TOP AND -BOTTOM HAD C.2,> 0. 125'x 3' MS W ` �' ACTIVE 1NacT'1vE �' ncs11�E tuAcrt'vE r ACTIVE itACTIVE gDf.2(11�• ••• �� ` WITH DOUBLE NUTS. LOCKING THROW BOLT WAS _ 54%grp�9 • T- � Davie'F .3331; • MADE OF 0, 625' Di AM, SEMI-TUBE x 0. 1'54' Fdr(95 )'�$5 A� • ... .. THICK x 35' _ LONG AT, BOTTOM AND 57. 5 LANG AT ° - � TSI.:(9�4)585V30a•• . TOP .W WITH THE 3' ENDS FILLED WITH F, WELDED EXAMPLES HINGE LAY OUT ELEVATION r p5 0, 125' WIDE STEEL PLATE. THE S T R I'KE PLATE ENGCO@AOL•CQM; WAS 'MADE OF 0. 25' STEEL. 20 BOLT (2) PER ACTIVE AND I NAC T I VESTILE a .2. 75x 3/-4' • 74 7/8` 74 3/4' '}y;�M+.......,,,��.+ ' 4. .5x-.O. 085' NATIONAL BRAND TI-IROIJ BOLT 74 - E " F CONNECTER WITH (6) 1/4-20 SS MS AND, NUTS, /GAF " C,•,Q��Q� ,0 CEN"' 'rp •' I. 20 20 No 52609 co PART# NAME DESCRIPTION �';- STATE OFc��: 118 HINGE (4) PER LEAF - 3. 125' x 4. 9375' x 0. 078' STEEL C3 ,� w .• SECURED TO PANEL AND FRAME W/ ,(8) 410KI- 5 °� °� I 19 is I4A ,� OR10 ''��•` WOOD SCREW'S, I9A $ l ISA , �^ :��s��©N I. �� 1.19 LOCK ( 1) PER ACTIVE STILE - SCHELEGEL MULTI=BOLT - �� LOCK WITH BRASS KEEPER SET, 52rrr+, S ltl' FULL t Q "�'•t"" "��• ��f, l LENGTHSTAINLESS; WITH 0. 25- STEEL STRIKEPLATE a m 20 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 € SECURED TO PANEL W I'TH <4) 0. 25� -20 SS MS AND NUTS, INACTIV' ACTIVE INA T I V E_ r�,CTIVE INACTIVE ACTIVE � 120A BOLT `(2) PER' INACTIVE STILE --JARDINIER MASSARD APR 0.202 R REF 321 WITH 0. 312' 1 DRIAMDxV0. 560' �THROWAATETOP AND BOTTOM, THE EXAMPLES,LOCK&_BOLTS LAY OUT ELEVATION STRIKE PLATE .SiAS MADE OF Q, 25' STEEL, Engineer Seal l 2ClB BOLT (2) PER, INACTIVE STILE _ 0,-61 1''`_DIAMETER Pedro De'Fiqualredo I NAT I CINAL BRAND THROW BOLT CONNECTED WITH <6) et 52sos, 1/4-20 SS MS AND NUTS. NOTES: Date:04/14!12 I- HARDWARE 18, 19, 19A20 CAN BE 1 NTERCHANGEA]iLE BY i 1$, 1 19, 12.Q; Scale:NA, 180A, 1208 AND VICE-VER-SA Design by- PPMF ' - 27 SINGLE LEAF DOORS WILL 'USE ONLY HARDWARE FROM ACTIVE LEAF i Drawing Number a 12-070 SHEET 3 0f 17 . r t r V ,^ TTT MODELS A1,_A2,AND A3 -DOOR ANCHORAGE PRE `Mel V MAXIMUM 6'X8' AND 3`X8' MODELS ESTATE`S MATED:+53,-70 PSF S . A . C . w 5 ANCHORS AV.'RICARDO PALMA#843 N 5 ANCHORS' AT 410C Lti%4A,RERU ' 4 TEL:-(511)610-9110 ' AT 4' (]C ANCHORS 1 i I 7� AT 8' OC 72 '5 ANCHORS 7 12 I2 7 y , AT10_" 0G PRODUCT: PR MUM 10 10 4O - � .• OPAQUE- A C, A P A SWING OUT WOM DOOR A LA Soo*MISSILE ••• •• • 0*00 _.� _ '. t C o C4 U U c c n o.o c U , ENGWEERING t 0 U:U U RJ • ••,•A•• D D v1U S . 1A1 �• r. • • I —1 IU U •- Q't� CJ CLI n,`O a •• • • •: ••• • i U(lt • •••• ••• •• a�- 1- z N AD E ' �'d Z E 5W grap9e Dr.201, • c F co¢ F'. . q a i- a;- Davie'FC 33314 I I a C ! 3 tnla. 1 � a. B TQI.:(954)5851'30 •• :.. •: ^ Fdr:.rg54)585-p�Q5 :•• •: 1 --�- ENGCO@AOL.CO%: �r,N►yir,y s l 1 ---- I I , 1--a , L� I-A I�`1 L_ 12 12 12 .1.2 7� 4 7 7 4 ,.� DE FU••, --I I c�` i I`-`1' 7 4 7 ANCHORS � ANCHORS �HORS .• � 'GEN l� X•�= - 7 12 12 4 12 12 7c 7� 4 AT OC AT 8' OC AT S' OC +Q�V.;. � \ SF �t�.N � ANCHORS ANItHDRS' p + AT. 4' OC AT 8' OC w ;'. No. J2609 . STATE OF. !44- 4: ` `: a 5 ANCHORS 4 ' p�F 'F� OR 1 . \�,* AT 4' €7C ANCHORS •,., ..,... (� �• 7 I,2 12 71 7A AT H OC 7� •••••••1,(}N rLt,E#'',��• �- 10 ' 10 � _ � TYPE DESCRIPTION A 1/4' :TAPCON/ ULTRACON W/ 1-3/:4' iNTO. 0 NICRETE i Al 1-14' 'TAPCON/ ..ULTRACON W/ 1-.3/4' INTO CONCRETE W/ IX,.BUCK B 1/4' TAPCON/ ULTRACON 1=112' INTO 2X WOOD BUCK A le B1 .1.14' TAPCON/ ULTRACON L-1/2' INTO 2X WOOD BUCK W/ 1X BUCK' APR 2k i - A 1/4'-14 -GRADE 5 SDS INTO 1/8' METAL ! C I T �DI 1/4'-14 GRADE 5 SDS TNTO 1/8' METAL W/ 1X BUCK vj U E 1/4' TAPCON/ ULTRACON 1-3/a' INTO GF BLOCK W/ OR V/.OUT 1'Y.. .BUCK p Engineer Sea! 0 U "'U t Pedro De Figueiredo ce o w o l 1- MINIMUM 3000 PSI CONCRETE U U U r`v 2- WOOD BUCK MADE OF PT -SOUTHERN PINE (SG>-0. 55) PE 52609 S . X- . U N U ti < 3- ED - EDGE DI•STANC£ NOT INCLUDING WALL DRESSING Z 4.- 1./8' KETAL MADE OF 6063-T6 ALUMINUM, OR ASTM A36 STEEL Date. 04I1Q/12 r a Q n F rales ( 5- 1 X AND 2x BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER ,LOADS TO Scale:NA THE MAIN STRUCTURE Design by:PPMF 6- USE 2-1/2' EDGE IIISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL.. 9 g ! 17- ANCHOR TYPE E APPLICABLE ONLY .CIN .IAMBS �-. Drawing Number r. r . 9 --r j 12-070 12 12 12 12 - SHEET 71 ANCHORS 747 � ANCHORS7�, 4 of 17 AT 4'OC AT 8' -CC i I fil`3CNORS TYPE PREMIUM A, A i, 5, 131, D; DI mobEL A-- DOOR SECTIONS SPACED AS' PEAR ELEVATION MAXIMUM 6'x8' AND 3'x8' MODELS ESTATES ' IF REQUIRED_ IX OR, 2X'PT FOOD BY OTHERS RATED:+53,-70.PSF I Q MUST 3E ?ROPERLY'hNGlnRED IN ORDER TO IF REGUIRED IX OR 2x PT ,S', A C , L;I WOOD BY OTHERS *LUST 'BE b TRANSFEP. LOAD TO THE STRUCTURE, MT PROPERLY ANCHORED IN. I I 1 r _ ANCHORS 'TYPE ORDER TO TRANSFER LOAD -AV.RICARDO PALMA#843 i t x4 — E' TO THE STRUCTURE LIMA,PERU , SA, A 1, S E L , D 1, TEL': 511 610-9110 ,PACED A:. PER F�EwAr'IDN ( ) - �- v ' FRAME W I DTH PRODUCT: DOOR. GPENIN& ' 14 PREMIUM + � _ OPAQUE - ,.. . Y O LL1CK� STI-LES ` r u� SWING OUT WC00.1SOOR LAf� I C. JAMS 3 , HINGE GE 6MALL MISS HEAD ILE ••• :' .: ... ::..- ••• .'. t - - -- — M 7—, �-8 s ENCOR RINGo• :•• •0 F t t F EMBED. u•• d ' g ... . I d1' _ I i C�P.1%00 00:00• •.• .. I DC7. fl I I } I9 D�Vi$�Ig33 I�ge3Dr. 01•. ... :. • Fa J95-t)585-Q�Q5 . .. I WOOS — PANEL 5 PANEL�—_5 _ �iOD➢ . 5 _ ENGGO@AOL:COtCI.; e I !— ! MAX. OPT I OfdiaL 14 4 HLIP.;I ZONTAL SHIM ,ot��,,►.••:,...,.••• mf PANEL _ .�•QM' QE F/�,,I ,,. • Z Lj IF REQUIRED IX,OR '2X PT � i W = 'WOOD BY LATHERS MUST .BE _ PRZOPERLY ©O, 7 W No..52609ORDER TO_TRANSFER„LOAD CY TO THE STRUCTURE 0 o ; , F o STATE OF ' f I 4 4 1 ANCHORS TYPE O� F P.. W'.•� A A: B, Bi, D, DI, E fit+ OR 1� �,• E t + P E r cS' C� ,�•• Q J �S aC_0 A, PER ELEVATION ,.,5/ONAL F.��s.• s O .3. ••�I/ifII.L00 I t EMBED. 5— SILL APP VIM, Engineer Seal, } Pedro De Figueiredo ! - 9 J PE 52609 ; s Date:04/14/12' I 1t MAX. �• Scale:NA O 'SH i k Design by:'PPMF -- i JAMB LOCK Drawing Number F 1 1\\-SPACE-D VIALL 'WOOD IN CONTACT WITH 12-070MASONRYOR CONC,'2ETE TO BErc PROTECTED PER FRC 2:2'6 ANICHOS TYPE A OR D, SHEET AS PER ELEVATION. 5 of 17 AA.�.'' TTTS MODELS A1, A2 AND A3 - DOOR BILL OF MATERIAL PRE E lV� 1. V . _ MAXIMUM 6'X8'AND 3'X8'MODELS E S T A.T ES GENERAL DESCRIPTION FZATEo +s3,-7Q F'SF S . A . C . RECTANGULAR MAX. FRAME SIZE = 74 3/-4' X 97 .5/8' X 6' DEEP' FRAME AV.LIMA,PERUo PA1 h1A#843 MAX. PANEL S I 7_E = 35 1'5/.16' X 95 7/16' LX Z 1/8' DEEP TEL PERU MINIMUM RAISED PANEL THICKNESS = 1 d%2` THICK TEL (511)610=9110 PANEL ATTACHMENT DETAIL AXPRODUCT: MAX. M . FRAME SIZE _ 733/4" X 97 1/8' X-6* DEEP FRAME PREMIUM MAX. PANEL 8121E = 36 5-/16* X 95 .7/-16' X 2. 1/8' DEEP - OPAQUE MINIMUM RAISED 'PANEL THICKNESS 1 1 /2.* 'THICK SWING OUT WCUQMOR " F 1 112' THICK SOLID P rNE. WOOD- PAN PLACED I N .A 1' X. 1 1/4' BEDDI NG -I N RAILS AND STILES AND A 1' LAI�GE.�,SMALL'MISSILE •• •;• �/ �/ �y t, T{,f /�^ •. . 0000. ELLIPSE " - " �, ,F�, �X I-I-/d' X, I/2' X 051'- THICK CONTINUOUS- GE 000000 000000 .. .:. MAX-. FRAME S-I.ZE 74 7/8 X, 97' 7/$' X 6 WE AME:' WINDOW & DOOR STOCK # GE012A CLEAR SIiLICONE • MAX. PANEL SIZE = 35 5/16' X 95 7/16" X 2 1/8' DEEP BEAD. A 1/2 X 13/:16 WOOD MOULDING CrNNECTED ••: . � EIVC,4RING:. . MINIMUM RAISED PANEL THICKNESS. = 1 1/2" THICK WITH #S8Xl 1/2' WOOD, SCREWS SPACED AT 9-OC. 'ry � t�r. .. ..• � L,.L :J F ••• •• • •• 0000• WATER TEST PRESSURE' r8 PSF ( 53. 33 DP) CAP'0%.• 0000.. 55qe Dr.201 •. ..i. 50 Davie,f1.•33314 NOTES �_ Tel:(95,4)585-C�3�'�?•:• • FRAME & PANEL GENERAL D Felt-VAl585-0305 •.. .• _ 1- FRAME ASSEMBLY NOTESt SGL D P P E [0. 05V ENGGOCAOLCOM• • ' 1 CONTINUOUS 1 EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6" BEEP AND THE WdOI34PANEL GE 012A CLEAR CORNERS ARE BUTT JO I.NED WITH WOOD 'GLUE AND FASTENED WITH (4) 414X3' WOOD S I L I CDNE + �'±' DE SCREWS IN EACH CORNER. 41,• OUTSIDE ,•,.` � ��C ENS ; PANEL ASSEMBLY NOTES? C5W aQO 'EACH SOLID MAHOGANY WOOD 'STILE & RAIL .I S r2 1/8 1 DEI P AND THE CORNERS, `� - 1/2' thlck x3' x3' TENON AND WOOD GLUE JOINT as No:-52609 ; w : * * 3- INSTALLATION SEALANT NOTES-- 1.25-- I ?: STATE OF THE FRAME AND ALL EXPOSED INSTALLATIDN' FASTENERS -MUSMT"BE PRIIPERL.Y SEALED dL,; 0 F ' R RAILS � ♦,•p• -WITH 'GE' STOCK GEO 12A SILICONE. WOOD SCREWS DOOR SPACED AT 9'OC AND STILES • i 1 _ APR 02012 ' SILL OF MATE1RiALS - - ITDESCRIPTION SIZE MATERIAL & REMARKS 1 'FRAME HEADER 1. 75'x 6. 00''x 1. 50` MANOGfiNY WOOD Engineer Seal 2 FRAME SILL 1, 25'x --6. 00-x Q. 50' MAHOGANY WOOD Pedro'De'Figueiredo 3 FRAME JAMB I 1. 75'x 6. CIO'x 1.25' MAHOGANY WOOD PE,52609 4 PANEL TOP RAIL 2. 13"x 5. 00'x 3.'50' MAHOGANY WOOD F '. 5 1 PANEL BOTTOM 'RAIL 2. 13'x 7. 50'lx .5. 38' MAHOGANY WOOD Date:04/14/12, 6 1 PANEL HINGE STILE j 2. 13'x 5. 00'x 4. 50' 1 MAHOGANY WOOD Scaie:,NA 7 j PANEL LOCK STILE 2. 13'x 5-00'x 3. 75' 1 MAHOGANY Design by:PPMF 8 PANEL LOCK ST'ILE 1 2. 13'x 5.DO'x 4..00' I MAHOGANY 9 MAyOGANY WOCID BEAD 1. 00'x 0. 75' At t`ached w/ #ex 1 112' wd screws 1-0 MI,HQGANY WOOD BEAD I 0. 75'x 1 00' Attached, w./ #8x 1 1/2' wd "screws :- i i MAHOGANY 'WOOD ASTRAI;AL 1. 13'x 1.:75' Attached w/ -#10x 2' Wd screws at "12'ac Drawing Number 1.2 CLOSED CELL FOAM'STRIP 0. 5'x '. 625' FOAM TAPE.FULL. LENGTH OF SILL 1 0 2-07 13 G1' LON SEAL @=FRAME/PANELS 58' y 0. 65* SCHLEGEL #ODS=.550:. 1 - ! V t4 Ct' LON.SEAL i? PANELS .RAILS 335'x. . 33b' SCHLEGEL #QEZ320 15 SEALANT CLEAR SILICONE GE STUCK 012A 1'6 WOOD RAISED PANEL 1. 5t0'� SOLID PINE SHEET i 17 STRUCTURAL SILICONE. . 90x. 051 DOW CORNING 995 6 of 17 MODEL B - HARDWARE OPTIONS PREMIUM ESTATES j - S . A . C . i �75' 75' 75' AV.,RIGARdO PALMA•#843 f OMA,PERU TEL'(511),610-9110 _ lie lie 7 to la PRODUCT: s i 118 118 PREMIUM118. Ila �` 118 11e z OPAQUE I � C�j� u , <u I SWING C UT NOOD DOOR �' 0-a 1 1 e 1 rs LARGE SMALN�t lo64- MAXIMUM 6'X1O' AND 3'X10' MODELS RATED:+53,-70 PSF cI- t t2 t to ¢ c� I I . . - { V t/y..�_. Ile 118 ,f/J.Ln.. •• • •••s •• i ._ N5 t�.118 118--\, X` V'Ct X F • • • YYYY •• f PART# NAME DESCR I PT IDN x Q EN'13Rd'VRING. 118 HINGE (5) PER LEAF - 3. 125'x 4. 9375' x 0. 078' STEEL '� ¢ t le 11e C40^ 118 id8 T TE ••••C� , • �•• •: SECURED TO PANEL AND FRAME W% (_8) #10X1 5 � —lie 116 = ¢ In TEU*o*�0:'��r. ..• . 119 LOCK' t1) PER ACTIVE STILE SCHELEGEL MULTI=BOLT = w�aD SCREW.,. Ln 6 LOCK w I TH BRASS KEEPER SE 1, 52r�r+ BS 1'd` FULL I l la tis I 1 la lis 55.^5 bmnge Ol;�:Z., ... .. I. 1 1 e t l a I 1 Dar x,41.33314 • LENGTH" STAINLESS., WITH 0. 25` ST EEL STRIKE �_ _ -I To,.: (954)'585-Q304. ... ;. PLATE m AcTty� !NACTIVE 1 1 ACTIv� INACTIVE -- ACTIVE twq Ttv Far:(9 4)585-01C.6" • 120 BOLT' (2) PER ACTIVE STILE - IVES MODEL 453 SECURED TO PANEL. UITH (45 0. 25'-20 SS MS AND ER�� AOL.t' 3M . .NUTS. •• 120A FLUSH (2) PER INACTIVE STILE : JARD I N I ER MASSARD EXAMPLES HINGE LAI`OUT ELEVATION rrrrrtr�rrrrrr BOLT BRAND VERROUS A ENT A i LER REI= 321 W•I +-H. 0. 312' D.I AM. x 0. 567' THROW AT TOP AND BOTTOM; THE �`!��• "��" fij��`,�' 1 S'TR I KE PLATE WAS MADE OF 0. .25' STEEL. i'-OB BOLT (2) PER INACTIVE ST 1 LE - 0, 61 1' D I'AMETER 75• 75. 75" 1 NA.T I ONAL BRAND THROW BOLT CONNECTED WITH (6) ` NC?. J 09 12E}H 1 114-20 SS-MS-AND,NL1TS t20s 120H .,o ` STATE OF 20 I . 1<20. ? � 1. 1209 120A 1209 : G� F P OR 1 .;. �.' 4DD CJ � Cuitp � D119 X 119 x -119 QA .0 2012 I Engineer Seal Pedro De Figueiredo i�QR I 120 12GB' i 120 1208 I t20 PE 52609 1 INACTIVE ACTIVE �_ INACT4VE ACT1Y1 ` INACTIVE , ACTIVE Date:44114/12 Sole.NA 1 120A tzOA 120A Design by,: PPMF EXAMPLES LOCK$;BOLTS LAY OUT'ELEVATION Drawing Number NOTE: 12-070 1 SINGLE LEAF- DOD R'S W?:LL USE •ONL-Y HARDWARE FROM ACTIVE LEAF. SHEET 7of17 MODELS B1, B2 AND B3- DOOR ANCHORAGE PREMIUM . MAXIMUM 6'X10'AND 3'X10'MODELS r T /� T c 6 ANCHORS RATED:+53,=.70 PSF 6 ANCHORS 4 E S 1 A. 1 E J ! 4 AT 4'OC ANCHORS �1 AT 4" OC ANCHORS 7 7� S . A . C . 11 j 1-2 12 7�� AT 8' OC c 7� 12; 12 71 7C AT �W OC 7 8• 'S I -�-- AV.R}GARDO PAGMA1843 LIMA,PERU } �1 �� ► i —L TFL:(511)'61(1=911U. a C � � A PR06UCT: �. OPAQUE SWING OUT wgbD POOR r" LA•VGE:.SMLVIel"MILE U oau cnv ... E C D C q C7 C E © t x) -INCREASE-AMOUNT OF p!'p �� z •• "• •'•Y• F x = ANCHORS TO 7 AT 10 .112' GC, - U` UCtJ VHEN MEATIER/SILL FRAMING + T+ Z z ARE ANCHORED INTO,CONCRETE U i cu U N. ¢ ER� EiRING:Z.ut rx uaoa sucK • •- ... .� ... . L* p� Q CA,434*f'.. • •• ••• ,• „ F 55r95•o nge Dr.•2.16. .-. .. F Na ik,Fi.33314 • Tel.:(*952)5854304. ... :. F*x:(964)585MV• . 'EWO@AOL.GOM. •• • yyFy.a.►.iry l f �•'•y, iJG / f/t, i 'I fes" g 12 1_� 12 12 ••• ' .LYl . . 12 1.2 12 3.2 7 ANCHORS 7 7T 4 7� 7 4 7� ••'t �Q \ ' CEN 7 4 7� ANCHORS \• 4; �.. ` .' - AT 4. 00 ORS ANCHORS "T 8 CC AT 4"OC' INCH Q O ATS [7C � �NQ..��'� Q 6 ANCHQRS--,,, AT 4' OC ` i' 5 ANCHORS �,�-" ' j ' .• S I . ,�; STATE t'11< f� � v / AT 10-OC Ge�QG `` i :Qfi F� 0 R 1 d '`' *��.••�\ so4•o� S/ SNA �.\%Oil+ E , �,., tit CJ.y�� dP�. '''11•••�.. .,.••t' ° A A A TYPE DESCRIPTION • A 1/4' TRPCON/ ULTRACON W/ 1-3/4' INTO CONCRETE Al s/4' TAP ULTRACON W/ 1'-3/4' --INTO CONCRETE W/ Ix C �� C WOOD BUCK . + L7 B 1/4' TARCON/ ULTRA,,;pN i'.1/2' I NT0 2X W� I = B1 1/4' TAPCON/ ULTRACON 1-1✓2' INTO 2X WOOD BUCK W/ IX -BUCK APR 0 2012 o Z cv. D 11/4' -14 GRADE 5 SDS INTO -1/8'--METAL- ' C O _ D (A a 'f =' v� a L - :131 11/4'>-14 GRADE 5 SDS INTO 1/8' METAL W/ IX BUCK cu tY D ¢ Engineer Seal �, Z -- o C ~ E 1/:4'' TAPCON/ ULTRACON 1-3/4' INTO! "GF BLOCK W/: OR W/OUT IX. BUCK PedroDe:Figueiredo I Ur Wit- vCo Q - PE 52609 o-" ¢ z i- MINIMUM "3000 PSI CONCRETE } C i ¢ 2- WOOD .BUCK MRDE OF PT SOUTHERN PINE (SG>=0. 55) � � Dale:0411411 r'Q' £ r_,.< 3 ED EDGE DISTANCE NOT' INCLUDING 14ALL DRESS•I NG a 4- 1/8' METAL MADE OF 6063=T6 A'LUMINUM Or ASTM A31a STEEL Scale: NA A g THE, MAIN-STRUGT�tIRc GNED BY OTHERS TO TRANSFER LOADS TO Design by:PPMF B CK UME N 1/2!5- IX AND 2X EUDGET�ISTANC��f ORYCOhCRET'C AND 3/4 !-L7R WOOD. AND METAL j ' �� T- F-71 1`r� i i ^ ;- ANCHOR TYPE E APDL*ICA$L_c' ❑NLY ❑N JAMBS Drawing Number --� �- --- �.- 2-070 71 12 ]2 4 12, 12 ANCNOKS 7 ANCHORS ANCHORS AT '8' DC AT 8' OC SHEET AT 4•' OC' 8 of 17 ` T- T g MODELS B1, B2 AND B3- DOOR SECTION P REM 1.,U M ANCHORS TYPE MAXIMUM 6'X10'AND 3'X10' MODELS a A, A 1, B. B 1, D, D I, RATED:*53;70 PSF: E'S`T A 7' E S 1 SPACED AS PER. ELEVATION e 1F REQUIRED ix OR Zx PT f l c.i I IF REQUIRED 1X OR 2X PT kDOD BY OTHERS i+ODD BY OTHERS MUST RE li MUST fiE PROPERLY. ANCHORED IN flRDER, TO PROPERLY. ANCHORED iN ORDER TO TRANSFER LOAD AV.RICAF2Df?PALh4AE43 } TRANSFER LOAD TO THE STRUCTURE ANCHOR& TYPE 70 THE STRUCTURE LIMA.PERI! A, A 1, B, B 1, D, D1, E TEL:(511):610-91:10 4 SPACED AS' PER ELEVATION FRAME WIDTH PRODUCT: c DOOR OPENING la PREMIUM i OPAQUE 1 a 7 �� — � • I . POOR L RG� SIAL;6A�SICE 0 0 000606" ... �. 0 0606 �. . HEAD? 7 � e 6 .a 0000.. 666 :6 �- - 00010* 12 I rU 1�1 I�i I per. � zAl: • •66.�° I WC C,�•��'�•� • • •6 6• C3 5551 Citnge Dr.ZA • 3i Djj %:FC 33314 - • IL 1q Til.: (95�+)585��3Q;;• 000- 00 ; 1 t i F$x: (g%)535-U305 EN'v*C0 AOL C0 • 1 WOOD ' 5 5 � WOOD L � 1 MA�. � �� • • i l 4 v i/4' SHIM ++�,��rnrrJ•Ji�,r. .o -- t]PT-1❑NAL D ,,�'' 1)E F/ Z HORIZONTAL LOC!: STILES ,', Q �`C£Ns •; /,�f :+ f9?D PA ,EL JAMB H I NCE Uj o w N0. 52609 C? a %. STATE OF p Z IF REQUIRED 1X OR 29 PT :� � f � 3 WOOD BY OTHERS MUST HE •. S y ' n. PROPFRL Y ANCHORED IN +�'•.sj©�Y �. L +++�� ORDEP TO TRANSFER LOAD +��JJJJsr J+++++++ TO THE STRUCTURE i ANCHORS TYPE 5 • A, Al, B, B1, D. D1, E SPACED AS PER ELEVATION 3 i APR 2-'0012 Engineer Seal Pedro'pe Figueiredo SILL EMBEDU,_ PE'52609 1 w A Date:04/14/12 13 Scale:NA 14 Design by:BPMF . � Drawing Number } MAX. 12-070 s~i 1 1 c 1/4' lJ 1i1 SHIM ' * p O y >, ANCHORS TYPE A OR B SHEET —r— SPACED AS PER ELEVATION JAMB LOCK 9 of 17 MODELS 81,,62 AND B3 — DOOR BILL OF MATERIAL P R E M,1 V M a MAXIMUM 6'X10' AND TX10'MODELS ESTATE i I RATED:+53,-70 PSF S . A . C . AV.RICARDQ PALMA#1843 GENERAL DESCRIPTION LIMA,PERU } TEL:(5'11)610-9110 p ' MAX. FRAME SIZE =- 75' X 122'X 6' DEEP FRAME PANEL ATTACNMENT'QETAIL MAX PANEL SIZE = 35 15/16' X 120 5/16' X 2 1/8' DEEP PRODUCT: 1 MINIMUM, RAISED PANEL THICKNESS = 1 1/2' THICK' PREMl.UW*000 ...... WATER TEST PRESSURE= ±8 PSF ( 53. 33 DP) _ flPl;QUL 1 112' THICK SOLID PINE WOOD PANEL PLACED IN, A ,. � � ....• .. � SWTt��OIiT WC7Ql�'Df.�OR I- X 1 I/4' BEDDING I N 'RAILS AND STILES AND A 1' LGE• SMALL MISSILE X 1-1/4' X 1/2NT ' X . 051' THICK COINUOUS GE . W1'NDOW & DOOR STOCK' 4 GE012A CLEAIR S'ILIC"OW •000*0 ;••••• 00: BEAD. A i/2 X 13/1,6 WOOD MOULDING CONNECTED ... .. • 0• WITH #8X 1 112' WOOD SCREWS SPACED AT' 9'0C. EWlWM-_ RIN(%:..' ... .. FRAME & PANEL GENERAL. NOTES q1�r�g0Tin nr. 1- FRAME ASSEMBLY NOTESt. . ' CA 8116 ...�i. •.• •• EACH SOLIDS MAHOGANY WOOD FRAME HEAD, SILL , JAMBS ARE 6' BEEP AND • • THE `CORNERS ARE BUTT JOINED t!I TH WOOD GLUE AND FASTENED WITH (4) 1. 50 Da0vi Orange Dr.201 .•• •. P 414X3' WOOD SCREWS IN EACH CORNER. Davie, FL°333,1 • M 2_ :PANEL ASSEM131_X NOTES 1-1/2' Tel.:{954)5$5-0304 SOLID PINEFax,:(954)58570305 EACH SOL 1 D MAHOGANY WOOD STILE & RAIL IS 2 1,18' DEEP AND THE 0. 051' CONTINUOUS ENGCO AOL.COM ` CORNERS, 1/2"th i c.k x3'x3' TENON AND WOOD GLUE JOINT 4!l7OD PANEL GE 012A CLEAR SILICONE THE FRAME AT I ON SEALANT NOTES: ❑UTS I DEoin ,•,! DEI. •fif 3- INSTALLA , AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY • SEALED WITH 'GE' STOCK GF-012A S.IL I CONE. l' U; C ENS . ; Q - _.. Z. No. 52609 STATE OF a WOOD SCREWS DOOR RAILS C� SPACED AT 9'OC AND ST i L ES '�F '••.< 0 R t qP'' ��••' 49 �_2. 13----� 4APPR BI LL OF MATERIALS, 02012 ITEMO DESCRIPTION SIZE MATERIAL & .REMARKS 2 FRAME SILLS 1. 25 'x G. 00 x I.25' MAHOGANY WOOD Engineer Sea[ i-- � i FRAME HEAD*R 1. 75«x 6. 00�x 0. 50' MAHOGANY WOOD. Pedro De Figueiredo I 3 FRAME JAMB 1. 75'x 6, 00'x 1. 25` MAHOGANY WOOD PE 52609 4 PANEL TOP RAIL 13'x 5. 25'x 4. 25' MAHOGANY WOOD 5 PANEL BOTTOM RAIL 2. 13'x 9 75'x 9..50'. MAHOGANY WOOD _ Date:04/14/12 6 PANEL. HINGE STILE 2. 13'x 4. 89''x =3..89.' MAHOGANY SNOOD Scale:NA 7 PANEL LOCI: STILE 2..13'x•5. 13'x 4. 13' MAHOGANY Design b PPMF ` 8 RAISE PNL HOR. STILE _ 2. 1.3'x 6,.00'x 4. 00' MAHOGANY g y: 9" MAHOGANY WORD BEAD 1. 00"x- 0. 75' Attnch,ed w/ ##8z 1 11.2' wd screws I 0 MAHOGANY ,WOOD BEAD 0. 75'x- 1: 00' Attached w/ 48x 1 112' wd screws 11 1 `MAHOGANY WOOD ASTRAGAL 1. 13'x 1 75' Attached w/ #lox 2' wd screws at 12'oc Drawing Number 12 CLOSED CELL FOAM .STRIP 0. 5' x , 625' FOAM TAPE FULL LENGTH. OF-SILL 12-070 13 `Q'LON SEAL 8 FRAME/PANELS . 58'y 0, 65' SCHLEGEL #'DDS-650 14 0'-LON SEAL 2 PANELS RAILS . 33v'x . 336' SCHLEGEL 40EZ320 15 RAISED PANEL 1. 5'thk SOLID PINE 16 -SEALANT -- CLEAR SILICONE = GE STOCK #012A SHEET 17 CLEAR SILICONE 75x. 501x. 051 Thk GE STOCK #012A O of T MODEL C - HARDWARE OPTIONS PR, E'M I U M MAXIMUM6'X1O''AND 3`X10.' MODELS — RATED:+75,-83 PSF _ ESTATES PART# NAME. DESCRIPTION 7.5-1/2" 72=5/8' - 218 HINGE (5) PER, LEAF' CUSTOM 0, 84'X' 7. 25'x 0. 25' 72-5/S' S . A . C ' STEEL PLATES WITH 0: 75' STEEL :PIN HOLDER 1 �' WITH 0. 313 STEEL PIN AND WASHER HINGE '~' "� _ AV.RICARDO PALMA#1$43 s ;�✓� ! 1 _ ESTATES DOORS, THE LIMA,PERU HINGE WAS SECURED TO FRAME W/ ('5) 0: 25' )< 1'' —2* ci6 21e MANI.,FACT�URED BY PREMIUM s 218 TEL:{511}610-911 MS 'NUT AND WASHER AND SECURED 1'0 THE PANEL srB I 31s 318 31a WITH ,('5) 012x 3' WOOD SCREWS: . _ ( 21E 218— WITH zl$ 213 z1e • 318' 31'8 318 318 PRODUCT: T=LOCK MODEL q� � A �, 3t8 ate . CH ONLY, M W: W PREMIUM*.... ... .. 219 LOCK �IESR700TLDCKIVE STSINGL'EMLAT M TWO POINT ' 21 21e 4 v o c v • c'J19A LOCK t I-) PER INACTIVE STILE CUSTO • LOCK WITH '0. 75' DIAMETER STEEL RODS � Uv 31e '318 cu .Lo OPkQUE •••••• 2 e 21;e tc 0 2!8 218 '� ¢ 318 318 �', 318 318 SVfKI OUT VVOCO DOOR ••• •• EXTENDING l THROUGH PANEL LOCK STILE AND � � � rt, � �� INTO FRAME GOING THROUGH FRAME. AND SASH LOCK � 3 s 218— e � `�`�' X �`�' 1-APcC3E!&SMALL MISSILE :.. .: I NFORCEMENT PLATES, THE LOCK WAS OPERATED X y'� u � - r • . � , r _ „� - .. :,, ¢ S`<Y . . 216 216— ¢ �a 2i8 � 228 • •••• 0••••• ••• • i BY I" T ` 7 FROM THE. BOTTOM O`r PANEL. • 220 I30LT c 2J APE �NACT'I vE° STILE - TOP 50' LONG 0. 75' z~ tis � 31s � are 318 � 3!s ata � • "' 318 31a •••••• • •• ••• • t WELDED 3. 5' AND I'9. 75' FROM AM. R'I NGS E °z N�;fq�ERINt3!�; ,• ... .. DIAMETER STEEL ROD ,WITH 1' D I 1�; END OF THE ROD, tn 2,e z1B zie 218 2113 218 ^} r 4 1 3 'e 318 318 318 ,Ei,�:�u BOTTOM 16. 75' LONG 0. 75' DIAMETER STEEL ROD 318' 318 +•• •• 16 WITH 1' D I AM. R I NGS WELDED 3. 5' AND 9' FROM ---- � ' 5*5 d1 '201 END. OF THE ROD, EACH ROD WAS SUPPORTED BY t t13ACTty� aCTty> I� 11 tTivL acrlvE t INACTIVE: acrivE, DaNrA Fr 333 4*0 0 G C 2? 2' x 3. 125' x- 0..25'-STEEL GUIDE PLATES, WITH Tel.:, ,FI:3331-"• • 1. 375' RINGS WELDED ATOP EACH PLATE TO GUIDE Tel.:.{954)585-030.4•• THE LOCKING ROD. THE RODS PENETRATED 1" HINGE LAY OUT-ELEVATION Fax:,(954)585-0305 THROUGH THE FRAME MOULDING, THE Tb] AND ENGCO@AOL.COM ' IIOTTOM -GUI DE PLATES WERE CENTERED1. 75' FROM /2' -1 Ir--72-5/8' EDGE, OF DOOR. 72-5/8' +i iiyil�iills� * FrG . tz MAXIMUM 6'X9£}' AND 3'X10' MODELS -CRATED:+75,-83 P-SF 1 N)2C) , ` �;,'�'�QQ '��C ENS''•- ,r' v PART1~ NAME DESCRIPTION _ NO:, 52609 - � 31.,8 HINGE C5) FER LEAF CUSTOM 7. 6'.x2. $9' SEIL:ID BRASS HINGES EY PREMIUM ESTATES DOORS SECURED TO THE DEfOR Ais1) FRAME WITH C8) "=12r. p 320 320 .� - 1 0 4o S fA' OF r' �r �.• 1 2 PFH SMS �` ;' .320 s2o i 319- LOCK ( 1) PER INACTIVE STILE - DEADLOCK AND LOCK N 0O�F �� (?R ��'� HANDLE .WERE ATTACHED AT 43' . AND 46. 25' 1 _ •�� SS �� '� RESPECTIVELY FROM THE TOP OF THE DOOR, � 1, . c. � F. 9 � 3l4 '�+Nre niitiii+' 320 BOLT (2) PER ACTIVE -STILE - TOP 0. 875 x ESO. 2 „� i 219A 3t LONG SURFACE, .BOLTS BY AZBE, MODEL 8912-90,, ;c :z'•9 1 I WAS ATTACHED TO THE DOOR STILE W.1TH 3 STEEL ,1 r PL.'A'TES. THE. PLATES WERE ATTACHED: TO THE DOOR. - STI LE EACH USING (4) #12x 2' PFH SMS. BOTTOM_ 320 320 320 320 0. 875' X 20, 25' LONG SURFACE BOLTS BY AZBE, 7 MODEL #E3912- 0, WAS ATTACHED TO THE DOOR r? 0 f APR -01, STILE WITH 2 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING t 4� acT.1y 1vacTly Ac7tvE t1�acTtvE actvE INACTIVE Q #12X 2' PFH SMS, Engineer Seal s 320A BOLT :'2) PER INACTIVE ST'I L•E TOP 0. 875' x 60. 215' LOCKA BOLTS LAY OUT ELEVATION Pea ro De Figi;elredo LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, PE 52609 WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR, Date:0.4/14112 m ST I LE EACH US I NG ( 4) la 1,2x.`12' PFH SMS. BOTTOM Scale.NA bDDEL, 118901`2290, LONG ATTACHED BY AZBE. NOTES: - Design by: PPMF - TSE DOOR 1- HARDWARE 2I E, 21'9, �i�3!?, �0 CAN 'BE Ii�!TERGHANGEABL-E BY 318, 319, 320, 320A"A`i4II- STILE WITH 2 STEEL. PLATES, THE PLATES WERE VICE-VERSA ATTACHED TO THE DOOR, STILE EACH USING ( 4), - SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF Drawing Number 12-070 SHEET 11 of 17 I i MODEL C3.- DOOR!-ANCHORAGE PREMIUM FULL ARCHED FRENC!- I OUTSWING DOOR { ' MAXIMUM 6X"IV AND _ . 3'X10 ' MODELS° ESTATES RATED:+75,-83 PSF A . C . I AV.RICARDO PALMA x'843 24 ANGHDRS 10 ANCHORS LIMA,-PERU - .INTO 2 ROWS` fI A 0 0ROWS O S GTEL: (511)`610-9110 AT 10' OC o PRODUCT: PREMIUM...:. A- OPlAgUE: A A �_ SW1VQ4JT W134p.Q50R ... :. LAUD ;g JS MALL MIPSILE • - &664; --I— E111IVeCRING: •..• ... . i. azzr. • v CJ a CAPS116 : . . ... :. 5595 Orange Dr.'�a�••• y p Da'v6%1FI:33314..- :.. 3 C ?F= wou ry u u `r Tel.: (954)585-030-f G u ENGCO[AOL,COMFax:(954)585-0305z F f C !]1— I CSF— t+tt�ttr+t+..�i + "" a . DE !...! i� �•�� I ♦iii V�4 .. �.0 ENsF 7...,/ No. 52609 cu Tcucuf — '"°" -'• STATE OF 4 I 4 4 4 4 4 4 4 437 5 4 A I AOR ��ii I ' � ANCHORS 4 ANCHCIRS AT 10' OC AT 10' OC N 1] 1 1 ANCHORS l ] 1,i AT 4"OC TYPE DESCRIPTION A 1/4" APCDN/ ULTRACON W/ 1-3/4' INTO CONCRETE'_-_____ APR 2'4'2012 Al 1 1/4' TAPCON/ ULTRACON W1 1-3/4' INTO CONCRETE W/ ,!X BUCK. $ 1114' TAPCCN/_ULTRACON 171/2' 1 NT 0 2X, WOOD BUCK Engineer Seal BI j 4/4' TAPCON/ ULIRACON i-i/2'.. INTO 2X WOOD BUCK"W/ -IX BUCK D l 1/4'-14 GRAVE 5 SDS INTO �1/8' METAL Pedro De 52609 2-606 redo DI 1/4'-14 GRADE 5 SDS INTO 1/P' METAL W/ 1X BUCK PE i E 1/A' TAPCON/ ULTRACON 1-3/4—INTO G!- BLOCK W/ OR W/OUT IX BUCK Date:04(14/12 1 I- MINIMUM 3000 PST CONCRETE Scale:NA 3- WOOD EDGE >DI STAOF PT O I CURN PINE f SG>=0. 55> Design by:PPMF A w UD1NG WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- IX AND 2X BUCK,TO BE PROPERLY DESIGNED B OTHERS To TRANSFER LOADS TO Drawing Number 7HE MAIN ''STRU'CTURE° 6- USE 2-1/2' EDGE 'DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL. 12.070 6 7- ANCHOR TYPE. E APPLICABLE ONLY DN .IAMBS ` SHEET 12 of 1-7 - s MODEL C3 - DOOR SECTIONS' � a T, ll B ANCHORS TYPE I� R€aUIRED IX OR 2� PT PREMIUM SECTIONS- EDGE I A. All F3, $l, D; 'D 1 IF R ar REDIX HusT B� D I ST 3 SPACED AS PER ELE VAUON FULL ARCHED FRENCH OUT$WING DOQR PWOODROPERLY OTHERS T MAXIM�IM 6'X1,0'AND 3'X10' MODELS ANCHORS TYPE ORDER TO TRANSFER LOAD ESTATE' S IF REQUIRED IX OR 2X PT WIND By OTPLRS RATED:+75,-53 PSF: ABB-i. D,: I. E TO'THE STRUCTURE MUST BE PROPERLY ANCHORED IN ORDER TO , A,i, , TRANSFER LOAD TO THE STRUCTURE SPACED AS PER. ELEVATION : -S A . s.z E - _ FRAME 4I DTH AV.RiCARDO PALMA#843 I — �2: IEA D00'R ❑r"?En 11G 2 LIMA,PERM -. — TEL:(511)61 0-91 10 ? ARCH y .STRAP � s L1, 10A I0 PE1IU11'••:• I OA • 7 Or?.AQU .... - HEAD I _ 5131 1 UT WUt"�d0OR ... :. I Li LARGO •SMALL.MISSILE V= ... .. — _ a ...... 10 + EANAURIN ' ... g ao Io T.w�-. LT !l11r. • CA 81i6 : . . ... :. = 1 I� ..MAX. •••••• 1/4' 59.35 QMij1ge Dr.•201 :.. .: 6 ' 6 SHIM Da,Ie,Ft!33314•• • } Tel.:(954)585-0304•: i O JAMB HINGE Fax:-(954)586-0305 CO EINGCO@AOL.COM OPTIONAL L0C1v STILES i HORIZONTAL � .MID PANEL % /�' IF' REQUIRED1X UP 2X Pi (3) 1/4'X3 1.14' TAPCONS' �i� 1�,��,. ,. `�(%r% r z WaOD.BY'O 'IER,S-MUST BE SPACED AT 4' OCLJ II. -t,) PROPERLY ANCHQREP IN ,�* ,,r �. i�` 1 # CI ORDER TO TRANSFER LOAD • M `w — -- No. U609 � 76 THE STRUCT;)r�E „ . ANCHORS TYPE A, Al. B, B1, i), DI; E " '� r � STATE 4F ' SPACED AS PER ELEVATION TOP LUCK GUIDE PLATE •�4� /C� �, •',��+��`i I 2' 1/4XT, 1/2•.:0X 10 1'/2' ID I STEEL PLATE IOA Q k �+ rY 111. r IUA 114)1 LOCK GUIDE. PLATE 't/rY! 1/2' X- 1T � 1D �SIE€l PLATE w Z< l9 Q Lin REINFORCEMENTS' t B APR 2.0"2012 lO $ ASTRAGAL L'/ REINF. S,�LL f ATTACI'{ED TO .NACTTVE STILE (6) 114-,X2 114' TAPCONS Engineer Seal my WITH GLUE: AND (9) '96X! 5/8' SMS a, H6>( 1 1/2' SMS I 1 MAX! 6 7/8' rROM 'ENDS AND 13 1/4' .00. SPACED AT 3' 'OC Pedro De!Fjguefi+edo 3' FROM ENDS a 1./4. PE 52609 1 -\27 ND SPACED 13' 'Oc SHIM M Date:04114112 f Scale:SVA +. rx Design t1y:PWMF l T JAMB LOCK y ' L3 N Drawing Number 1 12-070 i I NNACT I�VE. STILE' - 1 X`4- LOCK REINf�OSTIf {PLATE Ti I a _ ASTRAGAL .W/ REINF, 2X72'XO. 14' ATTACHED TO ATTACHED T O 1 NACT I VE STILE 1/2X4 X J 1/4-'XI/8' CHANNEL WITH SHEET ANCHORS TYPE A OR B WITH GLUE AND C,9) 46X I 5/8' SMS (9) #10Y112' PHMS SPACED AT 13 of 17 SPACED AS PER ELEVATION .6 .7/ 8' FROi ENDS ANI), 13 14' OC, 2, 5, 5. 75, 10, 20.-25; ?a._5, 44. 5,- 53;375, 62. L25. 69, 5' FROM I3C77 TOM MODEL C3 - DOOR MISCELANEOUS ' FULL ARCHED FRENCH OUTSWING-,DOOR P R E�M.I U M MAXIMUM 6`X1 WAND 3'X10' MODELS ESTATES 'RATED: +75,-83.PSE 1� 'T , T E S GENERAL DESCRIPTION S . A . C . MAX. FRAME SIZE = 74 112,' X 121 7/8' X 6' DEEP FRAME MAX. PANEL S,I ZE = 37 1/2' X 11'9 3/4' X 2 1-/2' DEEP LIMA, ,PEIRUo PALMA X843 MAX. RA I SED .PANEL S I ZE = 24 112' X 1,05' X 1. 5' TEL: PERU WATER TEST PRESSURE! ±1:1.x25 PSF C75 DP) TEL: 511)610-911Q PANEL ATTACHMENT DETAIL PRODUCT: PREMIUM..:. I 1--1.'S0 • OOA" 0000. ' swT46 6LIT V0116 DOOR '• OUTS I DE LAf26E*9 SMALL A�ISSILE ••• •• 0000.0 • 0000.. r VOOD PANEL 0000 • • • 0000•. CORNER CDNSTRUCIION- PANEL GLUE TO SASH rc EWIWKCRIN@ • INTERIOR -STOP OVER " "' ' BUTT JOINED WITH 41/ HENKEL NDF-.2052 y � • • i _ JAMB'MEMHER'RABB17ED S95 DUN SILICONE AND {C.�• (�' ••i ••• •• TO 1 1/6'. GLUE WAS i 12X2 WOOD SCREWS., SCREWS, •�`• .i:.� • Ii APPLIED TO EACH CIA AT HINGE SASH, Cil 8116: • • ..•':• ' WIRHc(3)"D JOINED#12X-3 PHWS I,Q 5 AT BOTTOM RAIL AND 5,950ZangeDr:24T" •, • 9 ON LOCK STILE) Dayje,,Fj.33311•• :•• •• 111, TT-011111F_ NOTCH _jP.MD Tel.:(954)585-03(%: 1/8' TO r srll �J� Fax:(954)585-0305` ENGCO@AOL.COM C3> :12X3 PN1 WOOD y SCREWS 1 �,�},,,•D r EXTERIOR 'STOP GLUE' TO SASH WITH 113ANo• 52609 01 HENKE1 4"B# -2052 y C 7k -tr ' STATEOF I �+ .,.,,.s/ONAL �.;�`. I ARCH STRAP CONSTRUCTION •��'"' "-"'�`�� FHE CURSE HEAD AND THE JAMBS WERE BUTT JOINED,USING 1/4X3X1/2' TENON AND GLUE: THE STEEL STRAP MADE Of 1/4X2Xl41'' WAS ATTACHED TO WOOD 'FRAMING W'TH 0175 412X1 1/4' WOOD SCREWS. i I r i 412x.1. 1/4' WOOD BILL OF MATERIALS SCREWS AT 6 5/8' OC ITEM# DESCRIPTION SIZE REMARKS � APR,2 0 2012 I FRAME (ARCH HEADER) 2. 00' x 6.:00' LAMINATED MAHOGANY 2 FRAME. (JAMB) .2. 00, X 6. 00• LAMINATED MAHOGANY 11.7' _ 2. 00' X 6. 00' LAMINATED MAHOGANY Engineer Seal 3. FRAME.. C S I LL) Pedro De Figueiredo 1 STEEL ' U 4 FRAME (SILL BUMPER' 0. 69' x 1. 75' -LAMINATED MAHOGANY 0 STRAPS Q 5 SASH C ARCH';RAIL) 2. 60' x 6. 62' LAMINATED MAHOGANY PE5?.609 Q p, 6 SASH C'BOTTOM RAIL) ,2. 60' x' 9. 21' LAMINATED MAHOGANY Date:-94/14/12 1 0� \� �c' 7 SASH (HINGE RAIL). 2. 60' x 6.'50' LAMINATED MAHOGANY ``` -� r _i :3: 111 8 SASH C LOCK ,RAIL) : 2: 60: x 6. 44' LAMINATED MAHOGANY Scale:NA ' LJ tf1 W 0 • �_ 9 SASH C ENACTIVE RAIL) G. 60' x 6. 45' LAMINATED MA140GANY Design by: F�PMF r _ v fA ' Q. .- - a' . SASH C INT. -STOP) Y 2 25' x 1 69' LAMINATED MAHOGANY 10 SASH <EXT STOP) 2. 25 x 1. 10A 65" LAMINATED ''MAHOGANY nj�' —1_ j ] SASH C [NT. ASTRAGAL) 2:`25' x 2. 06' LAMINATED MAHOGANY Drawing NI.It11ber cu 3 tU 3 12 BOTTOM & HINGE REINF. 1. 00' r. 0. 25' STEL �_�� .-LI 13' ASTRAGAL PE I NF. 0. 63' x 0. 63' STEEL s CY {`- 14 L.00X RAIL REINF. 0. 25' CHANNEL: STEEL N 1511, WEATHER STRIPPING UEBD6650-B97 VINYL 16 WEATHER STRIPPING DEZ-320-BRZ VINYL SHEET - 14 of 17 v � a MODEL Cl & C2 - DOOR ANCHORAGE PREMIUM RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND SX10',MGDELS ESTATES RATED:+75,-83 PSF A C 10 ANCHORS AT 4'OC AV.RICARDO'PALMA#843 4 R ROWS 4 LIMA:PERU ANCHORS — ANCHORS ANCHORS 4 4 ANC ORS 4 TEL:(5,6)610-9110 AT 6'OC AT 6'OC AT 6, 0C rANCHORS 4 4ANCHORS ANCHORS, A.T 4'OC ANCHORS ANCHORS ,T 4 0C AT 4 OC RC3WS AT '6 OC 2, ROWS AT 6 QC tT b OC 2 ROWS PRODUCT: PREMIUM..:. � OOAQA.l6 I SWMG 6Ut VWMDOOR \ LA�f�W9'-- LCUMSILE ••• •• OAq - -j-- .•.... ... .. EN0IFK-ERING: �• ••• • a E -c. ... ... .. M o C3 a Cje 8116: ., ... :. tU �- cu C C 5 95`Ojange Dr:2"•• w N C D ._, C < -- D C3%je, Fj.3331:.. .•. .• t- Q r ¢ Tel.:(954)585-030Uo: F F o F Fax:(954)585-0305 ' - - - - - a - - u - - --- _ o = _ ENGCO@AOL.COM O — — — — — 0 — — z — —— _ No. 52609 ' i B B B t -- _lj m Cl _�O •STATE OF _U It } I F F L� ANCHORS ��'+r++t ! 2 � '� ANCHORS i� �'- ANCHORS AT AT 4 'OC I ANCHORS AT ANCHORS AT ANCHORS AT AT 4' OC ANCHORS AT C ANCHORS AT 10-1/2'0C A ROWS -1/2."OC 10-1/�' 0C 2 ROWS 10-1/2`0C I 0-1/.�'GC ANCHORS ANCHORS AT 4'OC AT 4`OC 2 ROWS 2 ROWS APR_ 2 Q 2012 TYPE DESCR I PTI ON Engineer Seal A 1 1-/e" TAPCON/ ULTRACON W! 1-3%r' l NT0 CONCRETE Pedro Be Efguelredo .A 1` 1 1/4' TAPCUN/ ULTRACON 'W/ ,-i'=3/4' INTO CONCRETE k'/ IX BUCK PE 52609 ED 1/4' TAPCON/ ULTRACUN 1-1/2" INTO 8X •WOOD BUCK 1/4' TAPGON/ ULTRACON 1-1/2' INTO 2X WOOD -BUCK W/- YX BUCK Date: 04114112 1/4' -14 GRADE Sias INTO 1/8' METAL Scale:NA 1/4'-I4 GRADE 5 SDS INTO 1/8' METAL W/ 1X� BUCK Design by:PPMF 11;4,'-Y TAPCON/ ULTRACCIN_ 1-3/4' INTO G1- BLOCK k!/ OR IJIOUT iX BUCK .. _ I- MINIMUM 3000 PSI CONCRETE rte- WOOD BUCK MADE OF PT SOUTHERN PINE: (,SC,>=o. 55) 9 Drawing Number -3- ED - EDGE DISTANCE NOT INCLUDING Wo LL'DRESSTNG 12-070 4- T/8' METAL MARIE OF 6053-T5 ALUMINUM OR ASTM A36 STEEL 5-- iX AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS, TO THE M,AI,N STRUCTURE 6- USE. 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL SHEET 7- ANCHOR TYPE E APPLICABLE OOLY .ON JAMBS 15 of 17 MODEL C1 & C2 - DOOR SECTIONS IF REWIRED Ix aR 2x PT VOOD BY (!TILERS MUST, BE PREMIUM DOUBLE OR SINGLE RECTANGULAR& ELLIPSE FRENCKOUTSWINO DOOR, PROPERLY ANCHORED IN _-3 ANCHORS TYPE MAXIMUM 6'X10' AND'3'X10' MODELS ANCHORS S 1, TO THE,TO UCTU�`ER Enan ESTATES A, A 1, B, B i, D. D i. E � To rHE STRUCTURE: L A, A'1, B, B1, D, Dl' RATED:+75,-83 PSF SPACED AS PER ELEVATION —\ SPACED AS PER ELEVATION I � S � A . C . FRAME k+i DTH ` r DOLOR OPENING 14 IMA,1PERU a PALMA#£t43 I 3 TEL(511)610-9110 it "M4 aF REQUI{RED 1X aR 2%,PT VGOD BY OTHERS 7# }tt7$T HE PR[YPERIY ANCwLR�D IN GRDER is ' ] 12 TRANSFER LOAD TO THE STRUCTURE $ PAC 1. 5 PFHSMS SPACED AT 5•❑C PRt7DUCT: PREMIUM • 6 OPAIl1Es sees. SW1��.QU�r'A40.94.0a0R.•. U • I h wz L,�Q�.&SMALL NJISSILE • . • 9 :sees:, .HEAD - _. �, •. 7 E" RINQ: •••• ••• • y' 1� MAXI 0,8116 i • • sees:* t .1/4 5595 Mange D42dlb Los: D 'SHIM DUO!,,Ft 3331.1•. :.. 14 Tel.: (954.)585-03d'4.; STEEL BAR. RE I NF- JAMB'.H I NGE Fax:(954).585-0305 I 114 x 1--112 (FH-14) ENOCO@a AOL:COM ; SET IN DOW 995 SILICINE I LOCK STILES AND #12x! PFHSMS AT W OC' •�'z T_ 'f�ri►�ni•+��- ��4,.+� , DEQ �.' qQ� '''�'C ENS`' 1,p • 4 N0. 52600 •+ STATE OF c 1 IF REQUIRED IX OR 2X PT ', {<` 0R 14,.,° �" ,•` L-' WOOD BY OTHERS MUST BE "'•Ss/01(A!, OPTIONAL PROPERLY ANCHORED IN j HORIZONTAL FRAME WIDTH ORDER. TO TRANSFER LOAD MID PANEL TO THE STRUCTURE 10 DOOR .OPENING 14 O 3 AN TYPE E Pico S1 LL +' � , ` A, A 1, B, B 1, D, D1, E { 14 t8X 1. 5 PFHSMS 2 SPACED AS PER ELEVATION i SE'ACED AT 5.OC APR 2 Q 2012 12 ! i I 1P8X 1. 5 PF MS 1 Pedro D F guelredo t r-SPACED AT5-0: iw PE 526Q9 ' U A< Date:04/14112 w 0 Scale:NA # _ Design by: PPMF' f c-nv 8 0 1 Y 11 MAY., Drawing Number DOUBLE OR SINGLE 1 S i/4• 12-07'0- -A, Al, TYPE SHIM 1 V V �--3 - A, A l, B, B1, D, DI SPACED AS PER ELEVATION JAMB LOCK � SHEET T6 of 17 } ! MODEL Cl & C2 -'DOOR MISCELANEOUSPREMIUM `RECTANGULAR& ELLIPSE,FR#~NCH ©UTSWING DOOR MAXIMUM 6'X70' AND 3'X10'MODELS EST A: T L S GENERAL DESCRI'PT I DN RATED:+75.-83'PSF S . A . C . MAX. FRAME SIZE 72 '5/8' X 122 3/8' X 6' DEEP FRAME MAX. PANEL SIZE = 36' X 120 I/2' X 2 '3/8' DEEP AV..RICARDO PALMA#843 t i MAX. RAISED PANEL TH,I CKNESS = 2 3/8" LIMA.PERU WATER TEST PRESSURE: ±11, 25 PSF (75j DP> iEL:(5111610-silo ; PANEL ATTACHMENT DETAIL PRODUCT: pp�� r#.18CiAX1 1/.E• OkE-MIUM • 1 GALVAN I.ZED • ERAD NAILS O1:.AQU� ••• •• 3/4' PLYWOOD. SW"G CUT WV"tjPOR • SPACED.,AT 4.00 • MAHOGANY MAHOGANY LARUF•WSMALL•"SSILE ••• •• (•2) 41'0X2 PFHSMS 'E •••••• • i•• wi • 1, AT EACH END 17 VLNEER� V£NEER 'lilloX2' PFHSMS •••• • • • • Z SPACED AT 6-OC 0' $2 0-62, '.$ • • �••�•• ems• • • • ; w EptGlpiRlNCti .•�'. ••• • r Q w 1_ OUTS'I DE f ��Y CL I > N CR 8118 • • L-- 5595 Orrpnge b'r,-o 9-:• ••• •• Q - c 2) > 1 OXB PFHSMSDevierN 33312 :.. .: WOOD PANEL CONSTRUCTED BY GLUEING � I I AT EACH END Tel: (954)585V3t4 • (,DPA PLAST'1C RESIN> A 3Fax,;(95Q)585-03Q5 /4' PLYWOOD 1 SHEET BETWEEN TWO 0: 82' THICK MAHOGANY VENNERS 16 r ENGCCI(cAOL COM > r o DOW 995-/ DOW 995 �rrrrr�rrrrirr��r. ° + -I- 5/8' x 3' DUVELS k18GAXI 1/4` •t`'` DE '•.� LO-7- t OUTSIDE SPACED AT 7' OC 18 �. /G 18,. GALVANIZED .` Q ,• •.ti, (/� o> 1� -- rt-- i BRAD NAILS '�. �. • •GEN 1,,Q Q B I T7 7 i 1� 4. tV s �' �► z - SPACED AT 4'OC 1 OUTSIDE STOP ATTACHED w 1NO. 52609 OVER. A BEAD OF DOW 995_.SILICONE a MECHANICALLY FASTENED W/ 1KAX1-1/4' ' BRAD NAILS 'SPACED AT 5'OC AND 1 `8 :. STATE OF 't� n I OX2' PFHSMS SPACED, AT 15 (OC • 1 ; X17 M 1 ~• �< Oft I �a�,•` iY 1.0X2 PFHSMS •, Ss� .....N till, �• OUTSIDE SCOP ATTAC)QED j ._.flPOCED. AT.6:.00, �r�Mrto rr10 OVER A BEAD OF DOV '995 S I L I CONC MECHANICALLY FASTENED W/ 18GAXI-I/4- y BILL ❑F MATER I AL-S " :. ' T M# DESCRIPTION S1 REMARK BRAD NAILS SPACED AT 5'QC AND � , 1 SILL 2. 02 x. 6. 00 -LAM INATED' WOOD ;f.10X2' PFHSMS SPACED AT 5'OC ' •2 SILL. WATER. DAM 0. 52 x 0. 78 -.SOLID WOOD 5/8' x 3' DOWELS 3 JAMB 1.'75 x. 6. 00 LAM:INATER WOOD SPACED'AT 7' OC S 4 .HEAD '1.,76 x -6. 00 LAMINATED WOOD APR 2 0 812 5 FRAME MOLDING 1. 76 x 0. 67 . ; SOLID WOOD 6 . SILL BAR 0. 50 .x 0. 12 ALUMINUM -7 HINGE STILE 2, 39 x. 6, 38 LAMINATED WOOD r6 De iguefr i Pedro De Figueirodo• 8 LOCK STILE 2, 35 x 6, 55 LAMIivATED WOOD CORNER CONSTRUCTIDN: 9 TOP RAIL 2.�c x 6. 60 LAMINATED +FOOD BUTT JOINED MEMBER RABBET PE,52G09 1. 10 BOTTOM RAIL i'. 30 x 10. 8$ LAMINATED WOOD ATO I PPLIED TO 450M WAS Scae:ON 14/12 11 -INACTIVE ASTRAGAL 2. 09 x 1. 77 SOLID WOOD 12 T NS I DE MOLDING 2. 02 x 1. 53 SOLID WOOD CORNER D JOINED i 13 OUT•SI DE GLAZING STOP 2. 00 X '3. 46 SOLID WOOD WITH (4) 912x3 Pr1WS °Design tiy:PPW 34 . OPT10NAL 'I'NTE'RMEDIATE RAIL 2. 31 x9-6, '95 LAMINATED WOOD 15 ACTIVE. ASTRAGAL 2. 05 x A. 59. SOLID 'WOOD NOTCH JAMB 4 16 INSIDE SQUARE MOLDING. '1. 30x 1. 30 LAMINATED/ SOLID WOOD ��ii+,; }i�r.' i1! �iT s1�L D1r'3W1131 +NIJtTIb@f 17 INSIDE MOLDING 2. 00 x 1. 19 SOLID WOOD � _(�' ` is OUTSIDE< STOP 1. 95 'x 0. 812 LAMINATED WOOD �-V�O 19 DIIOR STOP I. 55 x 0. 93 LAMINATED WOOD (4) 012x3 F WOOD SCREWS SHEET a _ 17 of 17 A ^ � r ••••• •• • •••••• •••••• • • • • SHOP DRAWING/SUBMITTAL REVIEW NO EXCEPTION NOTED -rcXCEPTIONS NOTED(DO NOT RESUBMIT) REVISE AND RELUSMIT(SEE NOTED nEJECTED NOT RE-QUIZZED•RETURN WITHOUTACTION Sli 1 - nLME (mal X801 � I � '; T ` 1 ^I ';-'" "�'^^",^�-�,�'i---v"'�r"--'+,•-a.,.*,,,,rR_f""l-r - --+-V- r. r Y .. ......... . ........... .......... . .. . ................. "I .+.�. : ! '•�-wr r'�.••t..r+. I -. ...,I.,•v,^�l�:r-..^'°�°ry!;"�.."'V'.,^�...•. .,•..raw r'^ :.•..��".,.� r"..^•.rte.. �r ��..-... 1 1 �: --,��,�_. d ',,, ,` !„�.. /_�ar"4e'v^4•y�:. .- .....e � ..1'Yf".y.-�r,.�..,� �^+ .c'� !� .. _ 1 4 t , � . 1 t. 1 �'�:r-.�^vl:•c...^'�Ir� -.-�-�•+i�..,.. .i- '.-i+c ` �t�p-, � � 1 ,.,,d - �w-•r°.f-- --'�'--•v'•-�,.. 1 ,, ,. I '. I I i { I I I � i I ''S"� �"'"Y'_n,�,, lV v�., �"'`�' i r'w"+.�e•^v.. t Y it i. 1 I�•I i•wl + r,..�L-�"'„�"��'�-'�"T'^� ,� "y�`•,y-�r-.��. I.. �r. 1.. �..,�..Pr'�/"'w�".•w/.+`A•"v I".�-wr..,r...�...,,,,....': � w,y •` O.H. f -t •t .(....:: .. . ...... .. . ........ :. — i a _ .. 7 2 f — ❑ :I -. ...... .......... . 4 ::. .......�: L •• •••Jj��''jj•• • • • •• -- , ,• - - a 900 00 09 .•• • . . . • I ►� _ (Ol. PSF L 5\11,q I c) v �p1f• . . •. .. AL Re SolX i t I - -' I MI `i"` "W^'*•�r-•!'��F'�--Y`�r^�-••�-.? .h..et;;t—�' -.. ., r-r^'w, ,-� ' r",� �.� _ _ Ol � -Y�� _' I ��-^"� I•a.,....r*. I ,a,....�'"`R.,•^..�•-�^,r�..""r",�"'+t`"`rt'e,-•x--' ''�y+w� .., �.r.a•..1 -^4... � �_} ,.{� I M1.1, t �, t ',. s-i.� � .:.; •�v,• �... °br",.�"l'�'�.'i'7k.°4^ �'.v"ra�'v"'�. r��^a('ay^. ,isi M^ � yr•.,r,,.., ,�,.-y,.. }. �':. � `.,....i "�,�„�,tf�,y,_�t,.,, �„�..+:+.• I...; ^•.y.-.1..c � `�-.r'a I. � t �' `!, -�� ( ��kp } �->.`ft.'_Y`-`r-. ty. I i �� ,.. .,.: i ,,,•.,r •t+•1,,.,.;,.,,.'�'�V"�l.h•v_ �-,. r+r•r;.,, -,,{,. �. � 1��.a...,u.,q,<.�.,.,. I C �. I�.,,�•`Sf,''v�i. y,� f+a,�„� �I I.. -��?r�--,p�-e.--.� -t,.-�.^ '',. r - - I - � j � I I � 1 I I I '� f r-��,, ' �, � 1. ,,,,..r-,, r.o,�^ P'.^�..=r..r^-,e-�.....w•ti..-. • � -X-." �.. :. 0 2 i ' . ..::::::::::::::::::::::. g:, !J iPad ^ 10:15 PM 1 27%I� floridabuilding.org lodda db I a; Product Approval USER: Public User Product Ao roval Menu > Product or Application Search > Application List • • Search Criteria Refine Search Code Version 2014 FL# ALL Application Type ALL Product Manufacturer Premium Estates Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - A plications ,. FL# Ty-p.g Manufacturer Validated By Status FL15498-R1 Revision Premium Estates )esus Gonzalez, P.E. Approved History- Category: Exterior Doors (704) 827-1769 Subcategory: Swinging Exterior Door Assemblies .. ... . . . . .. FLIS499-R1 Revision Premium Estates ••; fe" Gonzalez, P.E. Approved History_ Category: Windows ': : : Z7tJl•Q) 82.7-1769 Subcategory: Casement •• ••• •• •• FL15501-R1 Revision Premium Estates ••• aesus•Gorowlez, P.E. Approved Category: Windows •• ( A !2?.--1769- History Subcategory: Fixed •' •7 •• *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. ••• • • • ••• • • Contact Us :: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 Florida Building.Code`Onlirie Page 1,of 1 t .. � _. a : Ste'* .. r r• �rrda t pz,�rnent BaS Home Lay in 'User Registration.7 Hot Topics I Submit Surdnrge I Stats 8 Facts Publkelions T FBC Staff I SCIS Site Map {unks I search ` =Busines '� � Professional Wf :eitcUsserpprOyal • Regulation ...0:0 I:i1G6i9119YOti1YjUTIVE111 Pr'odua Aot)fDyal Menu'? M�Q S or At1011�Ugn search>Applieadon L(st. •• • •••9 • • • • 0000•• 9.00 000.90 Search Criteriagg4t r•C fi Code Version 2010 1L# ALLlop "'••' Application Type .ALL Pn6duet Manufacturer Premlwi; aWS :•e•:9 • • �Dr�r ALL .Subc6tego'ry, ALLCat . •••• • ••.••• Application'Status ALL compliance Method ALL •••••• • •• •0000 Quality Assurance Entity ALL Quality Assurance Entity Contract Expired,ALL •• •• 0009 9••9.9 ••999• • • Product Model,Number or NameALL Product,Description ALL • Approved for use In`HVHZ ALL Ap • 0000•• • ALL Impact Resistant ALL Design Pressure ALL ••9.9• Other ALL _06- r • • •••••• Search Results-Applications •• FL# rNew� Manufacturer Validated_BV` _ Sta u FLi54 8Premium Estates esus Gonzalez,P.E.ApprovedCategory: Exterior DoorsSubcat o :Swin in Exterior Door Assembli (704 827-1769 FL 499Premium Estates lesus Gonzalez,P.E.Approved j Category:Windows M-1.. Subcategoryi Casement (704)827-1769 vdbtD8P1,, Premium Estates Jesus Gonzalez,P.E.Approved Category:WindowsSubcatego F7xed (704)827-1769Approvals by DBPR shalt be reviewed and ratified by the POC and/or the Commission if necessary., Contact lis 1940 h'a'n M.. roe Street.Tallahassee FL=323114 phone;$50-487-182< The state of Florida Is'an"AA/�employer.c^M'rlonti 20D]-201Q$jay of Florida.;:Prlvan Stbtement: :' Accessibility Statement,: RMund s*+tement Under Florida law,e-mafl addresses aft public records,if you do not want your e-mail address released inresponse.to a Wbhrrecords request,do.not -+send electronic mail to this entity.Instead,contact the office by.phone'or by traditional mail,If YOU have any questions regarding DBPR's ADA rieb - accessibility,please contact our Web Master at webmastergdb0r.stateAu6. product Approval Atoapts t tC-t It :,�oaytief�pn I t 1 httn.//www.florida6uildinp,.org/pr/pr axaP_lst.aspx 611412012 'Florida Building Code Online Page 1 of 2 4, . i0fk6ftah^dlll°fild. 66S Home 1 t.og In 7'User Regisvation "Hot Topics y Subrnk Surcharge }Stats&Fia. {'PubUcatioi I'OW'S6ff�'aCIS Site Map t Unks F Search I 3usihes ?) ApproVai rofessi , ,al00rodUCt UsEK:Puillitus.-r Re'Ulation 0 0 0 0.. 0000.. P,jeud Aoornval MenuPryy uct or AoYii�a iy�!LS�r >Aotitkaua,"ust>Apptlotlon Detail •• • *000 • - - 0000•• 0000 0000•• t7CT FL# Fl 15498 000000 • • • • • ��SSStttlll Application Type :New. ••• 0000 • • • 0 • *CotleVerslort 2010 •0000• 0••••• 00000 Application Status Approved •0 0••• • •• ••:0.0 Comments •••••0 00:000 000••• Archived0 ,... •000•• • • • • • • • • • ••00•0 ••••00 • Product Manufacturer Premium Estates • • 0 • 0 Address/Phone/Email Ricardo Palma#843 •• • ••• • • • Uma,NON-Us 00000 •• (511)610-9110 premium.estatesbhotmaii.com Authorized Signature Hugo Pow Sang premium:esfatesbhotmail.com Technlcal Representative .Ad dress/Phone/Em ai I Quallty•Assurance Representative Addhess/Phone/Email Category Exterior Doors .Subcategory Swinging E)Eerior Door'Assemblies Compliance Method Evaluation.Report from a Florida Registered Archlted or a Licensed Florida Professional Engineer I _f Evaluation Report-Hardcopy Received Florida-Engineer or Archltect Name who Pedro de Figueiredo developed the Evaluation Report Florida Ucense PE-52609 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2013 Vaildated By Jesus Gonzalez„P.E. 'ter Validation Checklist Hardcopy Received Certificate of]ndependence FL'15498 R0 COt 12-070 071 Ci.p6f Referenced karidard and Year'(orStantlarb)' Standard Year TAS 201 1994 TAS 202 1994' TAS 203 1994 Equivalence of Product standards 'Certifled,By Sections from the Code I http //%viVw.floridabuilding.org/pr/pr^appadtl,aspk?param="GEVXOWiDgten%2b])hVRO .. 6/14/2012 b I Florida Building Code:(Inline Page,2.o f:2= 'ProductApprovalMethod' Meth&d l Option D 'Date'Submitted. 04/26/2012 .Date Validated 104/26/2012. • • Date Pending-FBC Approval 00 00" . .09/30%2012 • • • •••••• Date Approved 06%11%2012 '••' ; •;•• •' Summary of Products •••••• • `" • FL* 111011odeli Number or Name K Deseri tion, •••' ' i • • • 15498.1 GLAZED SWING-OUT WOOD SWING-OUTTYPEDOORDESIGTI�D,SGQNS'fRUCTED' ":"0 DOOR AND TESTED TO PROVIDE 01110WAXION FROM •• *9000 - -,. HURRICANE'FORtES WIN MND BQ Qi'BRIS* •••••• Limits of Use Installation instruction ' A&fbved for use in HVHZ:Yes F 15498 R0 II 12'-071 DiWG lidi'i • •• Approved for'use outside HVNZ:Yes- Verified By:Pedro de FiguNredo 51609 ' ' 000000 Impact Resistant:Yes Created by Independent Ti lyd Party:Yes • :0000:• Design Pressure:+75/-83 Evaluation Reports • • • •••••• Other:PRODUCTS SHALL BEMANUFACTURED AND FL'15448 RO AE 1'2-b7I PER odf• ••.• : • • INSTALLED PER DWG: 12-071 Created by-Independent Third Pa Yes 1 15498.2, SOLID SWING-OUT WOOD DOOR SWING-OUT TYPE DOOR,DESIGNED,:CONSTRUCTED AND TESTED.TO PROVIDE PROTECTION FROM JHURRICANE FORCESWINDS AND WIND BORNE DEBRIS, Limits of Use Installation Instruetlons j Approved for'use in HVNZ:Yes. FLIS498 RID-11-12-070 DWG,vdf Approved for use outside HVHZ:Yes Verified By: Pedro de Figuelredo.52602„ Impact Resistant:Yes_ Created by independent Third Party`Yes Design Pressure- +75/-83 Evaluation Reports Other: PRODUCTS SHALLBE MANUFACTURED'AND FL15498-.RO AE 12-070 PER Ddf INSTALLED'PER'DWG:12»070 Created bX Independent Third Party:Yes 'Back'. Nekt . �z;milli No h r,+dn�e s<�e: ai�nas�e CL32�99,Qgpnes°sso-aei-ie2+ .The stmt of Flol:ida is an AA/EEO emptoyei,l amrla t URO)-2010 stils-x ibrlda.::.erkgAn Staternrin.:AcDesSihitity-State�ient-::Refund- temen[ Under Florida iawi e-mati addresses are publc'recorts.If you do not want your e-mall address released In resj o4e to a NOr-maxtss request,do ndt, send'eledronic mail Wthis XWty:Instead,cantaa the afhae*Phae or by traditional mail.It ou aocehave an uestinns m9ay sstbik "- Y y 4 n dirDBPk's ADA Webtg tr.okase eior�tad our weib master at wctrmarXetd.�dbOr�s�atr_hy�i_ Dro4ucl.Aypruv"af Acaapts. aur[- �1101'tWt s l b http:l/wv► .floridabtiilc�iilg.org/pr%pr_a p dt1.aspa!'arA&--,w'EVXQwiDgiep%2bI7t 1/]2Q.. 6/14/20 12