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WS-19-2894Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 1234 NE 94 ST, Miami Shores, FL Contacts issue Date: 12/26/; Parcel Number 1132050100210 Permit NO.: WS - Permit Type: Windo Work Classification: Door F Expiration: 06/23/2020 ELI BRAVO Owner MARIA GABRIELA CONTRERAS Owner 1200 NE 97 ST, MIAMI SHORES, FL 33138 1200 NE 97 ST, MIAMI SHORES, FL 33138 Other: 3054942371 Other: 3059492371 NAVICON CONSTRUCTION Contractor ANTONIO JOSE TORRES BETANCOURT 175 SW 7 ST 1618, MIAMI, FL 33130 Home: 7862020237 ........................................... w....-__..__........... Q Inspection Requests: Description: SHOP DRAWINGS FOR FRONT DOOR Valuation: $ 3,500.00 a 3iJ5 7624349 I o Total Sq Feet: 1,500.00 Fees Amount Application Fee - Other $50.00 CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $2.50 Windows/Shutters Fee $50.00 Tota I : $166.70 Payments Date Paid Amt Paid Total Fees $166.70 Check# 10573 12/26/2019 $116.70 Check# 10536 12/05/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date //-Z6 - December 26, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 F-] BUILDING ❑ ELECTRIC ❑ ROOFING r,_E' Cjr,jV D DE(' 05 2019 FBC 201 Master Permit No.)2C 12 '1t�/ 2-193 Sub Permit No.' ❑ REVISION ❑ EXTENSION RENEWAL F-] PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ) 11 0 T-� i� "t 4 S4 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1� -'5U S - (0) O - OZ 10 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder):tAa,I a 6a1� PJ—& b°\+3 \ ' ne#: Address: Q40 Nei �99 -)- S I City: IVl i owl" ('4�r-� State: frl-1 Zip: 3513 9 p Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: NO\1 CDn Iry ✓`if 9� Phone#:( -786) y.62 -/961 AddresssOjlf� lz�1'03 —M" 1 `t 4i 1 &1 City: 1 r n `" C N\( �, State: I �. Zip: 133 3 'J Qualifier Name: � 11ch^ �f-c" I / _ Phone#: n State Certification or Registration #: 6C i S 2- 6 10(0 :5 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: Phone#: Value of Work for this Permit: $ 50D Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑,Repair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ 9-:0 ' (�� Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ o�- CCF $ DBPR $ tate: Zip: ❑ Demolition JINN, CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State V Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature_ �1( lam%^ ��/ Signature U OWNER or AGENT C ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this SW day of DQU Vv%b-P-r 20 19 by 51)- day of 20 by ikowl c, C?• CIDAT Pi( , who isep rsonally known to "A, C) TIV ff-eA I who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: tiAN LUCIA T11 I IT 4? ' MY COMMISSION # GG 345033 �: .; MY COMMISSION # GG 345033 Seal: :, Seal: EXPIRES: Apri123, 2023 =? �� EXPIRES: April 23, 2023 F o� ,_JT -.,'J n•`� `JY� °i ° Borxled Th,NOtery PubOe UnderMRiters APPROVED BY (Revised02/24/2014) 1✓�i�#i�#�k �F �k �k �i#�F i�######�k �k �k �k i�i��K M�*1i �i �i i�i�i�##�k#�k i��k �k �k �K �k#�k#i�####�k i��k �K �F M��k �i �k �k i�# Plans Examiner Zoning Structural Review Clerk Collections > Contemporary > Multi Point Lock Trim > Modern Rectangular Style 2-1/2" x 17-1/2" Keyed Euro 3-5/8" Center to Center Modern Rectangular Style 2-1/211 x 17-1/2" Keyed Euro 3-5/8" Center to Center C4 A X NO EXCEPTIONS B EXCEPTIONS AS NOTED C REVISE AND RESUBMIT D REJECTED E FOR INFORMATION ONLY F NOT REVIEWED SUBMITTAL REVIEW Submittals are reviewed for conformance with the design concept expressed in the Contract Documents- Review is not for the purpose of confirming or app. (a) deviation toxo the Contract Docarreni4 inducting but not limited to deviation with refinance to material, quantity, location, quality , dim ension, a orientation (except as expressly annotated in writing by the Architect herein), (b) means, methods, sequences, a techniques of conshudion (unless W essly called for in the Contract Documents and herein expressly highlighted for review and approval by the Archited). (c) safety of the contractor(s) work, work plan, procedures, workers a of the site. (d) any deification of a patent a latent ambiguity or dated in the Contract Doounents. a (e) the procurement a request for any labor matenals a other expense of the contractors) which is in addition to that previously approved by the Owner. The Contractor shall be and shell remain responsible for_ (a) compliance with the Contract Documents, (b) coordination of the Work (including amongst various trades), (c) performing ,he Work in a safe and satisfactory manner.. (d) confirming and correlating quantity and dimensions, and (e) the construction sdedule. Project No. 17-1234 aranaer E Date: 12-05-2019 Brass Large Modern Rectangular Style, 2-1/2" x 17-1/2" Keyed Plate, 3-5/8" C -to -C with Helios Lever in Satin Nickel DC15 t — �f` Wg M U»r Ragistratan Mot TeP- Submk Surcharge stats & cxts N,bfcabcns me Sbff ecls SAe Map U.n Search Y4�--- oduApproval Approval I USpc product AQcmva Mane > ELpIIW t o• Aea cation Sla—b > APPlkatian list Search Criteria Refine Search Code Version 2017 FL. 15498 Application Type ALL Product Manufacturer ALL 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 • • • • • •• •• ••• • • �,.,,r 11I Re - A(�Iittation5 • • • • ••• • • • •• •• • • FJLA IXYS ' Nanufacttarer _ Yalidated ax Status —j )esus Gonzalez, P.E. Approved ail FL15496-R2 Revision Premium Estates History Category: Exterior Doors 0704) 813-8158 Subcategory: . Swinging � 9 n9 Exterior Door Assemblies lII ------- --------`-------- --- '----- Approved bV CBCR. approvals by DBp0. all -1 -------- d 1----b-; Wi--------------------- shall u revu�,ad and ratihed by the OOC andjpr the Commission f necessary. ------ - - A X NO EXCEPTIONS B EXCEPTIONS AS NOTED C REVISE AND RESUBMIT D REJECTED E FOR INFORMATION ONLY F NOT REVIEWED SUBMITTAL REVIEW aram�al danao, 5mrte c.�naao-b,-,tea �� at w. aim �«emmm.e,a c,auv �aw� awash wo.W mxwm m mnirp Man arv�; nater mew.: uncew arr9+sldan u:mw>d 4r.oaaY ro4mwilc: ar. idl ary Omkatm tla pave moan nop,af ade4n nro soa b'. (a7amoYmaNtla CaariC ma.Ib� womafim a ro Mbx Gawate amagavrwaar6at 41 tab�r49 ur aon a4 oa�aaaar ^'.a. lomat a•en� a:a aaau w wrd��4, a41mro�, .d:maa. Project No. 17-12x4 uranee By' j G Date: 12-05-2019 Contact Vs :: 2fi01 ela:r Stone Road, Tadahassat FL 32399 phoria: 55C-467-1824 The State of Florida is an AA -EEO emptoy r. Sagyyht `00]-'^i3'- (F' x1a :: p,.rac.+ SUteme :: Access:bdity statement :: Refund Statement Under F prda la.- addresses a•a publ'c rec — If you do not rant your • mail add— released in respon» to a publk records rag—. do not »:d a4ctronk moil to Llys antsy Ins»ad, c bn the of a by phoria pr by —d4 —1 mad If you have any gcestio pill" contact 850.48] 1395. •Pursuant W Section 455.275(+), nor da Statutes, eKective October 1. 2012, licensees licensed under Chapter 455. F.S. must provide the Dapartmart+rich an email address 4 they haw one. The email, provided may be used for offi—i--,i-b— vrhh the licensee. However email sddm— are publ.c record. If yvu do rot -,h 4- a Ff a peraprul address. please provide b4 D4aartnent with an emelt address r.#iph can be mane a»dab'e to the ppbl'.c. To de-- 4 you are a liven»e — ChayW 455, F.S., 1— choir Product Appraaal Accepts: ®=®Ed= f FL15498_R2II17-..,.Pdf ^ Credit Card 00 see • a • Safe • • • • Showall X •• ••• •• • • • ••• • ••• ••• • • • • • • • 0. • • • • • • • • • • • •• •• ••• • • • • • • • • • ••• • • • •• •• • • FLORIDA 02PAPITMANT OF Business & Professional Regulation rgr�rr BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Florida Product Approval dpr a USER: Public User Product Approval Menu > Product or ARDlication Search > Apolication List > Application Detail OFFICE OF THE FL # FL15498-R2SECRETARY • • •••••• Application Type Revision ; •' . ' • • • • • • Code Version 2017 " ' • ••.•.• • •• ..•.•• Application Status Approved • • • • • Comments ••.. . •. •�••� Archived • • • • • • • • • • •• .• .. .. •..•.• ••.•.• • Product Manufacturer Premium Estates • • • ' • • • • • • • • • • Address/Phone/Email Ricardo Palma #843 • .. • • • •• Lima, NON -US 00000 ; • • • • • • (511) 610-9110 •• • • .• "•••• premium.estates@hotmail.com • • Authorized Signature Hugo Pow Sang premium.estates@hotmail.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Pedro de Figueiredo Evaluation Report Florida License PE -52609 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By ]esus Gonzalez, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL15498 R2 COI 17-883 CI.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 12/17/2017 12/17/2017 12/21/2017 02/13/2018 FL # Model, Number or Name Description 15498.1 GLAZED SWING -OUT WOOD DOOR SWING -OUT TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCES WINDS AND WIND BORNE DEBRIS • • • • • • Limits of Use Installation Instructions.... i • • • • • Approved for use in HVHZ: Yes FL15498 R2 II 17-883 DWG_ d • • • Approved for use outside HVHZ: Yes Verified By: Pedro de Figueiredo 51609 ' " 69699 Impact Resistant: Yes Created by Independent TANT Agrty: Yes • • Design Pressure: +75/-83 Evaluation Reports •••• •• • ••••• Other: PRODUCTS SHALL BE MANUFACTURED AND FL15498 R2 AE 17-883 ' ; • • • • INSTALLED PER DWG: 17-883 Created by Independent TD�q rir-Sy: Yes _ •': •' 15498.2 SOLID SWING -OUT WOOD DOOR SWING -OUT TYPE DOOR DESIGNED, CONSTlTUMD ANC' •' • • TESTED TO PROVIDE PROVMFtM FROM HURRICANE FORCES WINDS AND WIND BORNE•DEBRI3 • • • • •• i Limits of Use Installation Instruction; .0. ' • Approved for use in HVHZ: Yes FL15498 R2 II 17-883s D%t.p_d • • • • Approved for use outside HVHZ: Yes Verified By: Pedro de Figueiredo 52602 ••:••' Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +75/-83 Evaluation Reports Other: PRODUCTS SHALL BE MANUFACTURED AND FL15498 R2 AE 17-883 PER.12df INSTALLED PER DWG: 17-883S Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road,_ Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. _ py. fight 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® a ® F] Credit Card Safe IMPORTANT INFORMATION: FRAME SIZE. 38"x 84" R.O.=38-1/2"x 84-114" U. 0. = 40"x 85" OPENING InlHxx 10' EXTERIOR VIEW INTERIOR VIEW A O'VEiRALSIZE NO EXCEPTIONS B • EXCEPTIONS AS NOTED C •• ••• • • • • • • • REJECTED E 0.1 F • •• • • • • ••• In the Cmlran LbcurraMs. Peview is rat br the OurGosa olcmfirming « t, (al deviation Mom me Documents. g but •• ••• •• • • • • Clear. � Other _[ # 15498 Multipoint Lock: � - -� Color. : SOLID BRASS 4 5" CLIENT zy 06/10119 Door' White Lam: ED OUTSIDE (f0 DEFINE) NAVICON • • • 0-- gaantay and dimensms, ad (e(me e«,sdraeoon ad�adute. y -...-11;ITE Manual Lock: 0 Grey Clear: INSIDE 1234 BRAVO QESAENCE••Sidelite: ' :0Fv** Date: 12-05-2019 RESHOLD CL i• • A X NO EXCEPTIONS B • EXCEPTIONS AS NOTED C . REVISE AND RESUBMIT D • REJECTED E FOR INFORMATION ONLY F NOT REVIEWED SUBMITTAL REVIEW Subrrcnas ae rev�wae ror eonmrmaae w;m the design mcapl e.gr�ee In the Cmlran LbcurraMs. Peview is rat br the OurGosa olcmfirming « t, (al deviation Mom me Documents. g but I ntW lb( 1—bb limited 10 daviafion mm releraire to malarial.. quanlNy, bcation. quality, �von. «manation (euepl es engassly amolaed in wrilag by the GdrAed h«an). (b) means. mamnes, sequenws. «lechriquea of sonslmdim (unless amara lyra7edb�n the Cmlrxl0ocwranls ad haan ftex—ng�lgMed b rare" «d appr«.a by ma Prcnileal- (c) sa�v d me �nvxW% v0a (tl) any danlrafion of a gala'd «latent amdguity a detect in lne Cb,t— ucu—lm «le) ure aaureme,(«raquev M any labor, materials «dher emtrael«(s) vhidl is in adAlm t mat by urevbu d thb 0the I approved by me the Con,- shat bead shat reman b .1 canpfaKe vnm me Cmnan Dewmenla.10) resp6. fla) tineas o(ma N amngst vaious Volae(, (v) pakrtning me 1N 0 1b, in a safe and safistast«y manner, (d) mnfimring and corrdatirg gaantay and dimensms, ad (e(me e«,sdraeoon ad�adute. y Project No. 1-1234 xsranp-er By: Date: 12-05-2019 • • ••• • • ... . • • . or • . GENERAL NOTES: (FLORIDA BUILDING CODE 2017-Gth edition) I - CODE: THI5 PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVH2). 2- DEFINITION: THI5 PRODUCT 15 A SWING OUT WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRI5 (LARGE 0 SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN TH15 APPROVAL. 3- LABELING: PRODUCT MUST BE LABEL IN ACCORDANCE WITH FBC. THE PERMANENT LABEL, MARKING OR ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 4- PROJECT DE51GN PRESSURES: THE PROJECT DE51GNED PRESSURES MUST BE CALCULATED BASED ON A5CE 7-10, BY A PROFESSIONAL ARCHITECT OR ENGINEER. THE PROJECT DESIGNED PRESSURE, AS DETERMINED BY A5CE-10, ARE PERMITTED TO BE MULTIPLIED BY O.G. AND THEY MUST NOT EXCEED THE ALLOWABLE PRODUCT PRESSURE SPECIFIED HERE -IN. 5- MATERIAL: ALL WOOD PARTS TO BE SOLID OR LAMINATED MAHOGANY OR ANY OTHER SPECIES WITH SPECIFIC GRAVITY GREATER OR EQUAL TO 0.45. G- FASTENERS: ASSEMBLY SCREWS AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THI5 APPROVAL. ANCHOR QUANTITY 4 SPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. 7- USE: IT SHALL BE THE RE5FON51BILTTY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7.1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT 15 TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE 517E SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THI5 APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 5- WOOD BUCKS (I x or 2x) BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD5 TO THE STRUCTURE. TABLE OF CONTENTS: CONTENT SHEETS GENERAL NOTES 4 MODEL TYPES I DOOR PANEL OPTIONS 2 MODEL A DESIGN ■ SEE SHEET 2 FOR PANEL OPTIONS MODEL B DESIGN 7.5.9. 10 MODEL C DESIGN 1 1, 12, 13, 14, 15, 1 G, 17 1 MODEL A- 6'X8' AND 3'X8' MODELS P R E M I U M ■ SEE SHEET 2 FOR PANEL OPTIONS �•• ESTATES FW--� FW� FW --i FW FW--{ FW S . A . C I ! r / \ Erm '• AV. RICARDO PALMA #843 ' / \ '� \/LIMA, PERU 1 11 / \ \//TEL:(511) 610.9110 PRODUCT: \`\ /// \\\ //41l/ \�\ �\ PREMIUM OPAQUE SWING OUT WOOD DOOR MODEL Al MODEL A2 MODEL A3 LARGE & SMALL MISSILE RETANGULAR ELUPTICAL SHAPES ARCHED SHAPES Pd= 53,-70 PSF Pd= +53,-70 PSF Pd= +53, -70 PSF Pd= -53,-70 PSFARCHED Pd= +53, -70 PSF ENGINEERING: SHAPES Pd= +53,-70 PSF MODEL B - 6'X10' AND 3'X10' MODELS EngT o Jnr. ■ SEE SHEET 2 FOR PANEL OPTIONS CA 8118 1791 BLOUNT ROAD 907 f C �FW-� 16 1017 FW FW-- FW POMPANO BEACH - ENGCO@AOL.COML.33059 ■ SEE SHEET 2 FOR PANEL OPTIONS �FW� FW FW-� FW ■ • ■ • Engineer Seal • / \ • • / / \ / Pedro De Fgu lmdo PE 52609 / \ / / / \ • /• • • / • • / // Date: 12/16/17 x '` •x • • • • Scale: NA • BE F Design by: PPMF \\ \•�• • Drawing Number \41,/ \ // • \• • /• • \ \ \ / \ \ / \ \ / \ \ 17-883s MODELCI RETANGULARSHAPES MODLL4t2 • • • ELL1PjICALSPES ri • • • • • • • • • • MODEL • SHEET Pd= +53, -70 PSF IVY) Pd=•+75.-83 PV • • • • • ARCHED SHAPDS �- 5, PS: 1 Pd= +75, -83 PSF (91)• • • • • • • ••• • • • :3 • • • of 17 t 4 �o ,i' *No.*2609 Lj�l ' \ i STATE OF 0 10 '� Z 0 R 1 P,.•' �� . MODEL B1 RETANGULAR SHAPES MODEL B2 ELLIPTICAL MODEL B3 SHAPES ' .s /OVAL Pd= -53,-70 PSFARCHED Pd= +53, -70 PSF SHAPES Pd= +53,-70 PSF ....•. f C 16 1017 MODEL C - 6'X10' AND TX10' MODELS ■ SEE SHEET 2 FOR PANEL OPTIONS �FW� FW FW-� FW ■ • ■ • Engineer Seal • / \ • • / / \ / Pedro De Fgu lmdo PE 52609 / \ / / / \ • /• • • / • • / // Date: 12/16/17 x '` •x • • • • Scale: NA • • • • Design by: PPMF \\ \•�• • Drawing Number \41,/ \ // • \• • /• • \ \ \ / \ \ / \ \ / \ \ 17-883s MODELCI RETANGULARSHAPES MODLL4t2 • • • ELL1PjICALSPES • • • • • • • • • • • • MODEL • SHEET Pd= +53, -70 PSF IVY) Pd=•+75.-83 PV • • • • • ARCHED SHAPDS �- 5, PS: 1 Pd= +75, -83 PSF (91)• • • • • • • ••• • • • :3 • • • of 17 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR PANELS OPTIONS d EXAMPLES FOR SINGLE OR MULTIPLE PANELS WITH TRUE HORIZONTAL MUTINS NOTES: I- DOOR PANELS MAY BE RECTANGULAR, ARCHED OR ELLIPTICAL, 2- PANEL CONFIGURATIONS WITH APPLIED FALSE MUTINS CAN BE FREELY CONFIGURED LIMITED ONLY BY THE MAXIMUM PANEL SIZE AND MINIMUM THICKNESS ALLOWABLE. 3- ONLY HORIZONTAL TRUE MUTIN IS AVAILABLE EXAMPLES FOR SINGLE PANEL WITH LAMINATED APPLIED FALSE MUTINS IMF$ wivil !I r rig EXAMPLES FOR MULTIPLE PANELS WITH LAMINATED APPLIED FALSE AND TRUE MUTINS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• .. .. . . . .. .. .... ....... . . ..... . .. . . .... .. . .. .. .... . . .... . PREM IU M, ESTATES' S .A .0 . AV. RICARDO PALMA M643 LIMA, PERU TEL: (511) 610-9110 EMIUM OUT WOOD DOOR & SMALL MISSILE ENGINEERING: EngTo Jnr. CA 6116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOCAOL.COM �ND DE f=2609 q STATE F i ?%o °<ORI P �� 'c/ONAL Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 2of17 MAXIMUM 6'XB' AND 3'X8' MODELS - RATED: +53,-70 PSF PART# NAME DESCRIPTION 18 HINGE (4) PER LEAF - 2.75'x 4' x 0.0681 STEEL SECURED TO PANEL AND FRAME W/ (8) #10X1.5 WOOD SCREWS. 18A HINGE (4) PER LEAF - JARDINIER MASSARD BRAND #23 CONNECTED TO PANEL AND FRAME W/ (8) #10X1.5 WOOD SCREWS. 19 LOCK C1) PER ACTIVE OR INACTIVE STILE- SCHELEGEL 120 BOLT MULTI -BOLT LOCK WITH BRASS KEEPER SET, 52mm BS 8' FULL LENGTH STAINLESS 19A LUCK (1) PER ACTIVE AND INACTIVE STILE - 120A BOLT JARDINIER MASSARD BRAND VERROUS A ENTAILER REF 321 WITH 0.312' DIAM. x 0.567' THROW AT TOP AND BOTTOM. CENTER HANDLE ROUSTIQUE CODE 042100 MODEL RY 59 FASTENED WITH 1208 BOLT (4)#IOx 1.25'. (7) 2. 4'x 1.656' WIDE STEEL CLASSIC GUIDES SECURED W/ (2) #10x 1.25 EXCEPT TOP AND BOTTOM HAD (2) 0.125'x 3' MS WITH DOUBLE NUTS. LOCKING THROW BOLT WAS MADE OF 0.625' DIAM. SEMI -TUBE x 0,154' THICK x 35' LONG AT BOTTOM AND 57.5 LONG AT TOP WITH THE 3' ENDS FILLED WITH A WELDED 0.125' WIDE STEEL PLATE. THE STRIKE PLATE WAS MADE OF 0.25' STEEL. 20 BOLT (2) PER ACTIVE AND INACTIVE STILE - 2. 75x 4. 5x0.085' NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. PART#I NAME I DESCRIPTION 118 HINGE (4) PER LEAF - 3. 125' x 4.9375'x 0.078' STEEL SECURED TO PANEL AND FRAME W/ (8) #10X1. 5 WOOD SCREWS. 119 LOCK CI) PER ACTIVE STILE - SCHELEGEL MULTI -HOLT LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL LENGTH STAINLESS, WITH 0,25- STEEL STRIKE PLATE 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 SECURED TO PANEL WITH (4) 0.25-20 SS MS AND NUTS. 120A BOLT PE (2) R INACTIVE STILE - JARDINIER MASSARD BRAND VERROUS A ENTAILER REF 321 WITH 0.312' DIAM. x 0.567' THROW AT TOP AND BOTTOM, THE STRIKE PLATE WAS MADE OF 0.25' STEEL. 1208 BOLT ( ) PER INACTIVE STILE - 0.611' DIAMETER NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. MODEL A - HARDWARE OPTIONS N 8A 8A X '-tV 8 I,pI 1 B a ZI f Z Q 0% ACTIVE INACTIVE EXAMPLES HINGE LAY OUT ELEVATIOP 74 3/4' 0 A W Q U 18 18 o, L o ISA 18A N 118 118 E x ti W fU CU � aLO Z 1- M6 x l, ACTIVE I INACTIVE EXAMPLES LOCK & BOLTS LAY OUT ELEVATION NOTES: • • 000 • • • • • • • 1- HARDWARE 18, 19, 19A, 20 CAN BE i NTERCHAARGEABLP- Bq0 118, 0 , q 20, 120A, 120B AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY H%%DWAA.-FROM �CTIVE:LE�iF�0 -0 • • • • • • • .. ... . 00: •.• 0:6 .. e . . .. .00 . . 00 . . .. ... .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: +Fng(�Sa Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM DE F/ 'Ile •'< No. 52609 ` STATEF :4 (-ss ONAL NG° DEC 16 2011 „ Engineer Seal Pedro De Rp irado PE 52609 Date. 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 3of17 ANCHORS 5 JAT 4'OC 12 12 7 ^i 10 10�- -I [--� I'll U N OD 71 12'12' 4 '12'12' 71 22 ANCHORS 2 AT 4' OC 5 ANCHORS AT 4'OC 7j 12 12 L 0U O O 2. z N F n¢ B 7 121 7 ANCHORS AT 4' OC E ELS Al, A2 AND A3 - DOOR ANCHORAGE MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,•70 PSF 4 ANCHORS AT 8' OC 7 to [e U , Q 7 47 ANCHORS AT 8' OC 4 ,1 ANCHORS ,1 72 4 72 ANCHORS AT 8' OC 5 ANCHORS AT 1n'nr `O e A (4 U O O _ CF H E B ANCHORS AT 8' OC I- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/B' METAL MADE OF 6063-T6 ALUMINUM GFP ASWIN 0060STBEL • • • • 5- 1X AND 2X BUCK TO BE PROPERLY DESISNED BY OTVIER• T• TRANSWER•LOADS •r0 THE MAIN STRUCTURE • • • • • 141 • • • 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETC AND 9A' 'OR•WD1a1 AMD IIE 1 - 7- ANCHOR TYPE E APPLICABLE ONLY ON J MBS • • • • • • • . • 0:0 . • • • 00: ••• •• • • • • • • . • . • . • • • •• • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #643 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: KngTv Jnr. CA 8118 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM .................. \ E C M S/ Fj'• 00 No. 52609 STATE F i,Q •''a`S�ONAL t1�''. E� I g 2011 Engineer Seal Pedro De Figusiredo PE $2609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 4of17 C F B F T T0 A UN a C3 U ix p UN 4 O, U N B QI�IQ Ln B` H Z¢ .. N Q 11 T n 1 n 12 12 12 12 7j 71 P 4 71 ANCHORS 2 ANCHORS AT 410C AT 8' OC `O e A (4 U O O _ CF H E B ANCHORS AT 8' OC I- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/B' METAL MADE OF 6063-T6 ALUMINUM GFP ASWIN 0060STBEL • • • • 5- 1X AND 2X BUCK TO BE PROPERLY DESISNED BY OTVIER• T• TRANSWER•LOADS •r0 THE MAIN STRUCTURE • • • • • 141 • • • 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETC AND 9A' 'OR•WD1a1 AMD IIE 1 - 7- ANCHOR TYPE E APPLICABLE ONLY ON J MBS • • • • • • • . • 0:0 . • • • 00: ••• •• • • • • • • . • . • . • • • •• • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #643 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: KngTv Jnr. CA 8118 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM .................. \ E C M S/ Fj'• 00 No. 52609 STATE F i,Q •''a`S�ONAL t1�''. E� I g 2011 Engineer Seal Pedro De Figusiredo PE $2609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 4of17 ANCHORS TYPE A, Al, B, B1, D, DI SPACED AS PER ELEVATION !E REQUIRED IX OR 2X PT BOOR BY OTHERS MIST BE PROPERLY ANCHORED IN ORDER TO TRN1lSTER LpAD TO THE STRUCTURE 1 O HEAD E, I I a 'z a o_ �N (D wa OPTIONAL 9 HORIZONTAL 1 MAX. • • MID PANEL z w a = O W 2 2 SHIM' •• O •• 0 4 QiJ ozz 1 MODEL A - DOOR SECTIONS MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION FRAME WIDTH DOOR OPENING `D LOCK STILES OJAMB B HINGE 1 1 II MAX. 4• SHIM IF REQUIRED IX OR 2X PT YOUD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LDAD ITO THE STRUCTURE ANCHORS TYPE A, A1, B, B1,D, Dl, E SPACED AS PER ELEVATION OR 2X PT MIST BE 'E➢ IN ER LOAD B O� � ET1l3EA I �N SILL wa 9 1 MAX. • • • • • • • • • 2 SHIM' •• O •• ••• • • ••• •• -ro ¢\z ^ N JAMB LOCK •• ••• •• • • • •• A w ALL WOOD IN CONTACT WITH w ANCHORS TYPE A OR B • • • • • • • • • • MASONRY '� CTED 1D"FBCTES26 BE SPACED AS PER ELEVATION • • • • • • • f . .. . . • . • • • .... ....... . • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 810-9110 IRODUCT: DREMIUM )PAQUE SWING OUT WOOD DOOR ARGE & SMALL MISSILE ENGINEERING: +EngC2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOCAOL.COM �.✓"N DIE % No.52609 STATE F jry 0 R% yy3s/ONAL C 16 ?0!7 Engineer Seal Pedro De FgusiredO PE 52809 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 5of17 GENERAL DESCRIPTION RECTANGULAR MAX. FRAME SIZE = 74 3/4' X 97 5/8'X 6' DEEP FRAME MAX. PANEL SIZE = 35 15/16' X 95 7/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK ARCHED MAX. FRAME SIZE = 73 3/4' X 97 1/2'X 6' DEEP FRAME MAX. PANEL SIZE = 36 5/16' X 95 7/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK ELLIPSE MAX. FRAME SIZE = 74 7/8' X 97 7/8' X 6' DEEP FRAME MAX. PANEL SIZE = 35 5/16' X 95 7/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK WATER TEST PRESSURE, t8 PSF (53.33 DP) MODELS Al, A2 AND A3 - DOOR BILL OF MATERIAL MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF FRAME & PANEL GENERAL NOTES I- FRAME ASSEMBLY NOTES, EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6- DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY NOTES - EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2'thlck .3'x3' TENON AND WOOD GLUE JOINT. 3- INSTALLATION SEALANT NOTES: THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. - PANEL ATTACHMENT DETAIL 11/2; THICK SOLD PINE WOOD PANEL PLACED IN A I. X 1 1/4' BI EDD NG N RAILS AND STILES AND A 1' X 1-1/4' X 1/2' X .051' THICK CONTINUOUS GE WINDOW & DOOR STOCK # GE0124 CLEAR SILICONE BEAD, A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED AT 9'OC. t -t/2• SOLID PINE WOOD PANEL OUTSIDE #8x1-1/2' WOOD SCREWS SPACED AT 9'OC 4 -- 0.051' CONTINUOUS GE 012A CLEAR SILICONE I •• i + I vux. u7 • • • I uyx uu�nirvu Ifo RAILS STILES . . . . . . . . . . . .... . . . .. .. PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #643 LIM& PERU TEL (611) 610-9110 MIUM E OUT WOOD DOOR 6 SMALL MISSILE ENGINEERING: +.EnUTO Jnr. CA 6116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGC0@AOL.00M DE F1 T••••••• � � \ C E H s'"t Fj•'�• 1 No. 52609 .pi STATE F j #� Off( Pf' t1�d z, CONAL .• Dec 16 1017 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 6of17 MAXIMUM 6'X10' AND 3'X10' MODELS -RATED: +53,-70 PSF PART# NAME DESCRIPTION 118 HINGE (5) PER LEAF - 3, 125'x 4. 9375'x 0. 078' STEEL 10 PRODUCT: SECURED TO PANEL AND FRAME W/ (8) #10X1.5 • • • • • WOOD SCREWS. 119 LOCK (L) PER ACTIVE STILE - SCHELEGEL MULTI -BOLT PREMIUM • • • LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL • A LENGTH STAINLESS, WITH 0.25' STEEL STRIKE • • •s• • PLATE 120 BOLT <2) PER ACTIVE STILE - IVES MODEL 453 tU U U • • • SECURED TO PANEL WITH (4) 0.25-20 SS MS AND •s OPAQUE SWING OUT WOOD DOOR NUTS. 120A FLUSH (2) PER INACTIVE STILE - JARDINIER MASSARD Ile BOLT BRAND VERROUS A ENTAILER REF 321 WITH 0.312' LARGE 8 SMALL MISSILE CL C3 DIAM. x 0.567' THROW AT TOP AND BOTTOM. THE Ila WN STRIKE PLATE WAS MADE DF 0,25' STEEL. 120B BOLT ( ) R INACTIVE STILE - 611' DIAMETER •s NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 0 was 1/4-20 SS MS AND NUTS, MODEL 6 - HARDWARE OPTIONS PREMIUM ESTATES S .A .0 . 75AV. RICARDO PALMA #843 LIMA, PERU 1_11_4 1 TEL: (511) 8104110 EXAMPLES HINGE LAY OUT ELEVATION T 11-• IIB ll6 X138 llama 10 PRODUCT: _F • • • • • 11a 118 • • PREMIUM • • • Ila • A • • • • •s• • (U L7 Uj Ile IIB tU U U • • • •s OPAQUE SWING OUT WOOD DOOR ^� ¢ u • • • s• ai Ile 1Ie LARGE 8 SMALL MISSILE CL C3 116 Ila WN I- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF, •s ••• 0 was eas• ENGINEERING: Ld cu • • • a Z F- Ile Ila _¢ Iia ll6 +Fn�d Jnr. CA 8116 i Ie 116 IIs Ito 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 INACTIVE INACTIVE ENGCOQAOL.COM ACTIVE ACTIVE EXAMPLES HINGE LAY OUT ELEVATION T 11-• 10 • • • • • • I20A • 120A • • • • • • • • Ila • •• • • • • •s• • EXAMPLES LOCK &BOLTS LAY OUT ELEVATION • • • • • • • • • •s ••• •• • • • s• NOTE: I- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF, •s ••• • was eas• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DE F� .. d��oet •\ C E N S �F�,p No.52609O 1t' * •*e STATE F tVQ ORI 0 �J 'OFC 16 ?Oi Engineer Seal Pearn De Figueimdo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 7of17 6 ANCHORS AT 4'OC n MODELS B1, B2 AND B3 - DOOR ANCHORAGE MAXIMUM 6'X10' AND 3'X10' MODELS 4 RATED: +53,-70 PSF 6 ANCHORS AT 4'OC ANCHORS 1T 8' OC r 7j 12,8 8, 12, 7 I(�L I T 1 �-{I IjI� A C D c UC3 N z ¢ F B I{— n 7� 12 12 4 12 12 7� 1 ANCHORS AT 4'OC IL -{I I�---I�1 ..- I. , -I 71' 12 1' 2' 4 '12'12'{ 2 n 11 1n 7 AN CHORS 7j ANCHORS ••• AT 8' OC AT 4'OC n � 6 ANCHORS-,,, 4.00� ANCHORS 7j AT 8' OC •• • 5 ANCHORS AT 1n'nc 7� " Ic 4 Ic " 71 72 ANCHORS 7� ANCHORS 2 AT 8' OC AT 4'OC I (.) INCREASE AMOUNT O: ANCHORS TO 7 AT 10 1/2' a WHEN HEADER/SILL FRAMING ARE ANCHORED INTO CONCRETE WITH IX WOOD DUCK QSL�-I —L 0 1 0D C F �U 00 U` z N Q.. 2. U N Z .� n¢ ••• 6:0 B n � 72 ANCHORS 7j AT 8' OC 4 7 4 7 ANCHORS AT 8' OC 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MAD ppF PT9UPPIy� LL = S55 I3- ED - EDGE DI II A aNGI �l L R SI C•4- 1/8' KETAL DE OF 60-U NU A MD$I36STEEL 5- 1X AN➢ 2X B I� TO BFDSIiE •OTAFj2S TO TRANSFER LOADS TO THE MAIN STRUCTURE* • 6- USE 2-1/2' W DIS1-OAt EE•FOP•CUtWIlTE�N13/ .POR WOOD AND METAL 7- ANCHOR TYPE APPL TCCA LE ONLY ON JAMBS • • 0:0 • 00: ••• 6:0 •• • • • • • . . . . . . . . . . . • • • .0. . • . • • • ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA 11843 LIMA, PERU TEL: (811) 610-9110 •RODUCT: DREMIUM )PAOUE SWING OUT MOD DOOR ARGE 8 SMALL MISSILE ENGINEERING: +�ng(2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@ AOL.COM ••�.......... I ....... ,. g i No. 52609 4', i STATE F i •: .�0 _F� 0 R 10 ''.SS/ONAL ��'••• DEC 16 7nn1 Engineer Seal Pedro De Figueiredc PE 52609 Date: 12/16117 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 8of17 ... . . . . 0:0 •• . . . . . . . . . . . . . •• •• . . . •• .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA 11843 LIMA, PERU TEL: (811) 610-9110 •RODUCT: DREMIUM )PAOUE SWING OUT MOD DOOR ARGE 8 SMALL MISSILE ENGINEERING: +�ng(2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@ AOL.COM ••�.......... I ....... ,. g i No. 52609 4', i STATE F i •: .�0 _F� 0 R 10 ''.SS/ONAL ��'••• DEC 16 7nn1 Engineer Seal Pedro De Figueiredc PE 52609 Date: 12/16117 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 8of17 ... . . . . -il ANCHORS TYPE MODELS B1, B2 AND B3 - DOOR SECTION A, A1, B, B1, D, D1 MAXIMUM 6'X10'AND3'X10'MODELS SPACED AS PER ELEVATION RATED: +53,-70 PSF IF REQUIRED IX OR 21 IT "I BY OTHERS MUST RE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, A1, B, B1, D, D1, E _ = SPACED AS PER ELEVATION va rn i FRAME VIDTH DDDR OPENING _I O HEAD O I OPTIONAL Z = HORIZONTAL MID PANEL z w w = a n w K O A 4 O SILL z -+c A f ANCHORS TYPE A OR B T- SPACED AS PER ELEVATION O LOCK STILES 9 O JAMB HINGE -7 F --MAX. 1/4 - SHIM IF REQUIRED IX OR EX IT VOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, Al, B, B1, D, D1, E SPACED AS PER ELEVATION .... ....... L7 ti . 9 • . • • • • • • • • • . . 1 14 MAX, .. .. . . O•• ••• 1/4• SHIM• ••• ••• ••• JAMB LDC1C• . . • .. • . • • • • • • • • • • • • • • • .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREM IU M ESTATES OR 2X IT S A C MUST BE ED IN ER LOAD AV. RICARDO PALMA #843 'E LIMA, PERU TEL: (511) 810-9110 PRODUCT: PREMIUM OPAQUE SWNG OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: N +EngC2u Jnr. a CA8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM DE F14 �YCEX,Ne 4l € ¢ No. 52609 3 0 ' STAT OF O-F�s TAI R 10 y, ZONAL 41yNu111 11 EC 16 1017 Engineer Seal Pedro De Fguei edo PE 52609 Date: 12/16/17 Scale: NA Design by PPMF Drawing Number 17-883s SHEET 9 of 17 GENERAL DESCRIPTION MAX. FRAME SIZE = 75' X 122'X 6' DEEP FRAME MAX. PANEL SIZE = 35 15/16' X 120 5/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK WATER TEST PRESSURE, t8 PSF (53.33 DP) FRAME & PANEL GENERAL NOTES I- FRAME ASSEMBLY NOTE& EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER, 2- PANEL ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD STILE 6 RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2'thi Ck x3'x3' TENON AND WOOD GLUE JOINT. 3- INSTALLATION SEALANT NOTES - THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MODELS B1, B2 AND B3 - DOOR BILL OF MATERIAL MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF PANEL ATTACHMENT DETAIL 11/2' THICK SOLID PINE WOOD PANEL PLACED IN A I' X 1 1/4' BEDDING IN RAILS AND STILES AND A 1' X 1-1/4' X 1/2' X .051' THICK CONTINUOUS GE WINDOW & DOOR STOCK # GE012A CLEAR SILICONE BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #BX1 1/2' WOOD SCREWS SPACED AT 9'OC. 1.50— SOLID .50—SOLID PINE WOOD PANEL OUTSIDE 0 1. 25+ #Bx1-1/2' [; WOOD SCREWS SPACED AT 9'OC F^2. 1 0.051' CONTINUOUS GE 012A CLEAR SILICONE DOOR RAILS AND STILES .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (611) 610-9110 PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: KngTv Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOLCOM DE F1 .10 � C E N t No.52609 X. 5 € g TATE P �?��,: OR 1 �G��•: ., �ONAI • DEC 16 Inn i Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 10 of 17 MAXIMUM 8'X10' AND 3'X10' MODELS - RATED: +75,-D3 PSF PART# NAME DESCRIPTION 218 HINGE (5) PER LEAF - CUSTOM 0.84'x 7.25'x 0.25' STEEL PLATES WITH 0.75' STEEL PIN HOLDER 218 WITH 0.313 STEEL PIN AND WASHER HINGE 318 MANUFACTURED BY PREMIUM ESTATES DOORS. THE 319 LOCK HINGE WAS SECURED TO FRAME W/ (5) 0.25'x 1' MS NUT AND WASHER AND SECURED TO THE PANEL —ale WITH (5) R12x 3' WOOD SCREWS. 2l9 LOCK (1) PER ACTIVE STIL - MUL- -LOCK MODEL 318 S R ES 700 LOCK SINGLE LATCH ONLY. 2I9A LOCK (i) PER INAC IVE STILE - CUSTOM TWO POINT LOCK WITH 0.75' DIAMETER STEEL RODS 318 EXTENDING I' THROUGH PANEL LOCK STILE AND INTO FRAME GOING THROUGH FRAME AND SASH LOCK REINFORCEMENT PLATES, THE LOCK WAS OPERATED BY A HANDLE AT 37' FROM THE BOTTOM OF PANEL. 220 BOLT (2) P R INACTIVE STILE - TOP ' LONG 0.75' DIAMETER STEEL ROD WITH 1' DIAM. RINGS 320A BOLT WELDED 3.5' AND 19,75' FROM END OF THE ROD. BOTTOM 16,75' LONG 0,75' DIAMETER STEEL ROD WITH 1' DIAM. RINGS WELDED 3.5' AND 9' FROM END OF THE ROD. EACH ROD WAS SUPPORTED BY (2) 2'x 3.125'x 0.23 -STEEL GUIDE PLATES WITH 1.375' RINGS WELDED ATOP EACH PLATE TO GUIDE THE LOCKING ROD. THE RODS PENETRATED 1' THROUGH THE FRAME MOULDING. THE TOP AND BOTTOM GUIDE PLATES WERE CENTERED 1.75' FROM EDGE OF DOOR. MAXIMUM 6710' AND 3'X10' MODELS - RATED: +75,-83 PSF PART# NAME DESCRIPTION 318 HINGE (5) PER LEAF - CUSTOM 7.6'x 2.89' SOLID BRASS HINGES BY PREMIUM ESTATES DOORS 218 SECURED TO THE DOOR AND FRAME WITH (8) #12x 318 2 PFH SMS 319 LOCK (1) PER INACTIVE STILE - DEADLOCK AND LOCK HANDLE WERE ATTACHED AT 43' AND 46.25' —ale RESP CTIVELY FROM THE TOP OF HE 320 BOLT (2) PER ACTIVE STILE - TOP 0.875'x 60.25' 318 LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, 218 WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR 318 STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM 0.875'x 20.25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. 320A BOLT (2) PER INACTIVE STILE - TOP 0.875'x 60.25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM 0.875'x 20.25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES. THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) MODEL C - HARDWARE OPTIONS N w 3t8 318 0 = Qo i N N 218 218 318 31. X E —ale 218 a 316 318 218 218 ala 318 HINGE LAY OUT ELEVATION m N QU ti o_ o LOCK & BOLTS LAY OUT ELEVATION •• ••• • • • • • •• 'TOTES: • • • • • • • • • • • I- HARDWARE 218, 219, 219A, 220 CAN•BE INiERCHZ4GILBI•E IbY 3x18, 379, 320, 320A ANI 'ICE -VERSA • • 090 • • • • • • • '-SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. •• ••• • •R• or: ••• • •• •• • • • •• •• • • • • • • • • • • • PREM IU M ESTATES S .A .0 . AV. RICARDO PALMA #843 UMA, PERU TEL: (511) 610-9110 REMIUM 'AGUE VING OUT WOOD DOOR IRGE & SMALL MISSILE ENGINEERING: ingTo Jnr. CA 8118 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOQAOL.COM rEN9i / = i' No. 52609 STATE F, CONAL DEC 16 7a 17 Eril. r Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 11 of 17 MODEL C3 - DOOR ANCHORAGE FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 24 ANCHORS INTO 2 ROWS 11 11 ANCHORS 11 I1 AT 4'OC N 10 ANCHORS INTO 2 ROWS 44 AT 10' OC __... __.....__.. .., ...., .,..�.,... .. .,^ .. '!• '••ice^• • 1- MINIMUM 3000 PSI CONCRETE • • • • 2- WOOD BUCK MADE OF PT SOUTHERN PINE <SG>=0.55) • • • • • 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING • • • • 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL* • • • • • • 5- IX AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS olio Z53O ,0 z AT 10' OC 000 000 69* • • • • • • • . . •• . . • . • •• • • • . ••• • . .... . . . .... PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 810-9110 IRODUCT: DREMIUM OPAQUE SWING OUT WOOD DOOR ARGE & SMALL MISSILE ENGINEERING: EngTo Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM a.•'''� DE Flq, C E N g��/ ?s 4 No. 52609 ; STATE ! F(0 R � t G��r /ONAI ��nn•HN DEC 16 2017 Engineer Seal Pedro De FiTMIredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 12 of 17 DGE TWO REVS ANCHORS TYPE MODEL C3 - DOOR SECTIONS A, A1, B, B1, D, D1 IST3 SPACED AS PER ELEVATION FULL ARCHED FRENCH OUTSWING DOOR IF REBMAXIMUM 6'X10' AND 3'X10' MODELS ANCHORS TYPE BE RO PERLY ANCHORED IN DRIIER TO 1% DR 2X PT WOOD BY ETHERS MAXIMUM A, Al, B, B1, D, D1, E M4/Si E PROPERLY TRANSFER LOAD TO THE STRUCTURE SPACED AS PER ELEVATION S _ x•r'" FRAME WIDTH 5 HEAD O OPTIONAL HORZONTAL _ MID PANEL z z W .. o = -r IDA O SILL V1 1/2' SMS 3' FROM ENDS f HORS TYPE A OR B SPACED AS PER ELEVATION O LOCK STILES IF REQUIRED IX OR 2X PT IF REQUIRED IX DR 2X PT P R E M I U M WOOD BY OTHERS MUST BE SMS 6 7/8' FROM ENDS AND 13 1/4' DC. PROPERLY ANCHORED IN ESTATES ORDER TO TRANSFER LOAD TO THE STRUCTURE PE 52609 S .A .0 . • • • • AV. RICARDO PALMA #643 2 LIMA, PERU TEL: (511) 610-9110 i i • i PRODUCT: 2 m PREMIUM 7 4 OPAQUE Drawing Number SWNG OUT WOOD DOOR Wz L3 a LARGE & SMALL MISSILE a 1- w N a • 2X72'«0.14/ ATTACHED TO • 1/2.4X1 1M'X1/B' CHANNEL WITH ENGINEERING: WITH GLUE AND (A) 96X1 46/8' 46MS • EngTo Jnr. 1 1� MAX. 8 1/4' O SHIM j. (6) 1/1'X3 I/L' TAPCDNS CA 6116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 SMS 6 7/8' FROM ENDS AND 13 1/4' DC. SPACED AT 3- GC ENGCO@AOL.COM JAMB HINGE PE 52609 �N1k. DE.F /may. TAPCDNS aILO �,,.,.w,.,, ��(/�i e- 4 CENgF,s�t C� S No. 52609 O STATE F ff PLATE S Off\ pt Ile, It ., ss�NA � / N# 'WLa ,�� E PLATE pEC 16 1017 ASTRAGAL W/ REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) #6X1 5/8' j. (6) 1/1'X3 I/L' TAPCDNS Engineer $881 SMS 6 7/8' FROM ENDS AND 13 1/4' DC. SPACED AT 3- GC PedrD DaF U81n3d0 (9 • PE 52609 • • • • • • • • • • Date: 12/16/17 i i • i • i• i i Design by: PPMF • • • • Drawing Number INNACTIVE STILE • • • • • • LOCK STILE • • • LC21• RE I•Ili *STEEL PLATE 17-883s A•TRAGAL •/ REINF� ATTACHED TB•INACTI•E STIL • 2X72'«0.14/ ATTACHED TO • 1/2.4X1 1M'X1/B' CHANNEL WITH SHEET WITH GLUE AND (A) 96X1 46/8' 46MS • • • (% #10X1,2' PHMS SPACED AT •• 6 7/8' FROM END! AND 13.19'4' OC9 • • 2.45, R. 75,• •0, 20. 25, 34. 5, 44. 5, 1 3 of 1 7 • • • • • • 53. 875, 69) 125, 69. 5' FROM BOTTOM ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GENERAL DESCRIPTION MAX. FRAME SIZE = 74 1/2' X 121 7/8'X 6' DEEP FRAME MAX. PANEL SIZE = 37 1/2' X 119 3/4' X 2 1/2' DEEP MAX, RAISED PANEL SIZE = 24 1/2' X 105' X 1.5' WATER TEST PRESSURE, ±11,25 PSF (75 DP) CORNER CONSTRUCTION BUTT AINED WITH JAMB MEMBER RABBITED TD 1 1/8'. GLIE WAS APPLIED TO EACH CORNER AND AILD WITH (3) 012X3 PHWS NOTCH JAMB 1118' TO FIT SILL ARCH STRAP CONSTRUCTION: THE CURVE HEAD AND THE JAMBS WERE BUTT JOINED USING 1/4X3X1/2- TENON AND GLUE. THE STEEL STRAP MADE ID' 1/4X2X141- WAS ATTACHED TO WOOD FRAMING WITH (17) ■12X1 1/4' WOOD SCREWS. #12x1 1/4' WOOD SCREWS AT 8 5/8' OC 117' USTEEL L1 STRAPS a C3 p. ❑ 00 C3 Do rd w y Do Q (n� vaD :�r ¢ UC4 / �y _¢ x M Ns xU X 0 (us u y U U y MODEL C3 - DOOR MISCELANEOUS FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF PANEL GLUE TO W/ HENKEL #BF EXTERIOR S' GLUE TO SASH W. HENKEL #BF -21 PANEL ATTACHMENT DETAIL NTERIOR STOP OVER 95 DOW SILICONE AND 12X2 WOOD SCREWS, 14 AT HINGE SASH, AT BOTTOM RAIL AND ON LOCK STILE) PREM IU M ESTATES S .A .0 . AV RICARDO PALMA 11843 LIMA, PERU TEL (511) 810.9110 MIUM E OUT WOOD DOOR 8 SMALL MISSILE ENGINEERING: +,En�C2u Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOCAOL.COM DE F�� 4r�\CENSF,`.�t4` 10A i 't7 NO. 52609 STATE F i,ry C 0•.'k COR 10 .•\��`��. %v 0NAI ..... ..n DEC 16,101),. . • • • • • • • .. .. . .. .. .. • 000 • • • .... ....... . . . . . . . . . . . . .. .. . . . • • • • ... . . . ... . . Engineer Seel Pedro De Figueimdo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 14 of 17 N m 10 ANCHORS AT 4'OC 4 2 ROWS 4 ANCHORS ANCHORS AT 6'OC AT 6'OC 2 2 ANCHORSAT ANCHORS AT 10-112, OC 8 10-1/21DC ANCHORS AT 4' OC 2 ROWS 4 ANCHORS AT 6'OC A E U ❑ (U C U = N F C _ C3 a a o+ MODEL C1 & C2 - DOOR ANCHORAGE RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF .- 4 �— 4 10 A ANCHORS 4 ANCHORS 4 AT 4'OC ANCHORS AT 4'DC ANCHORS 2 ROWS AT 6'OC 2 ROWS AT 6'OC ANCHORS U a rn C3 O U Q 0 0 cu f - !Y ❑ U m 4 4 ANCHORS ANCHORS AT 6'OCAT 4'OC I 2 ROWS 4 2 ANCHORS ANCHORS AT AT 4'OC 10-1/210C 2 ROWS inr(.urvi uu KALUN 1-1/2' INTO 2X WOOD BUCK W/ IX BUCK • • • • • • • • • • ➢ 1/4'-14 GRADE S SDS INT❑ 1/8' METAL • • • • • • • D1 1 1/4'-14 GRADE 5 SDS INTO 1/8' METAL W/ IX BUCK • • • • • • • E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1 BUCK • • • • • • • I- MINIMUM 3000 PSI CONCRETE • • 000 • • • • • • • 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- IX AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSF4V-R j."S TO • • • • THE MAIN STRUCTURE 000 ••• 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WUO! 6ND MEfAL• • • • • 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS • • • . ... . ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA M643 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: +.�ng(2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOOAOL.COM .•jo- DE f% �% OX NO. .. �i'i �• ;cevsF Fi NO. 526 .P—\ t STATE ' s1Fss..�0R1 ��0 ONAL' .•••• DEC 16 1017 Engineer Seal Pedro De Flgueln:do PE 52809 Date: 12116/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 15 of 17 �— 4 A C 2 D ANCHORS 10-1/2'OC AT AT 4'OC ANCHORS AT ANCHORS AT 2 ROWS (D- B ANCHORS m 4 4 ANCHORS ANCHORS AT 6'OCAT 4'OC I 2 ROWS 4 2 ANCHORS ANCHORS AT AT 4'OC 10-1/210C 2 ROWS inr(.urvi uu KALUN 1-1/2' INTO 2X WOOD BUCK W/ IX BUCK • • • • • • • • • • ➢ 1/4'-14 GRADE S SDS INT❑ 1/8' METAL • • • • • • • D1 1 1/4'-14 GRADE 5 SDS INTO 1/8' METAL W/ IX BUCK • • • • • • • E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1 BUCK • • • • • • • I- MINIMUM 3000 PSI CONCRETE • • 000 • • • • • • • 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- IX AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSF4V-R j."S TO • • • • THE MAIN STRUCTURE 000 ••• 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WUO! 6ND MEfAL• • • • • 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS • • • . ... . ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA M643 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: +.�ng(2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOOAOL.COM .•jo- DE f% �% OX NO. .. �i'i �• ;cevsF Fi NO. 526 .P—\ t STATE ' s1Fss..�0R1 ��0 ONAL' .•••• DEC 16 1017 Engineer Seal Pedro De Flgueln:do PE 52809 Date: 12116/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 15 of 17 �— 4 ANCHORS 2 2 ANCHORS 10-1/2'OC AT AT 4'OC ANCHORS AT ANCHORS AT 2 ROWS 10-1/2'OC 8 10-1/2'OC ANCHORS AT 4'OC 2 ROWS m 4 4 ANCHORS ANCHORS AT 6'OCAT 4'OC I 2 ROWS 4 2 ANCHORS ANCHORS AT AT 4'OC 10-1/210C 2 ROWS inr(.urvi uu KALUN 1-1/2' INTO 2X WOOD BUCK W/ IX BUCK • • • • • • • • • • ➢ 1/4'-14 GRADE S SDS INT❑ 1/8' METAL • • • • • • • D1 1 1/4'-14 GRADE 5 SDS INTO 1/8' METAL W/ IX BUCK • • • • • • • E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1 BUCK • • • • • • • I- MINIMUM 3000 PSI CONCRETE • • 000 • • • • • • • 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL 5- IX AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSF4V-R j."S TO • • • • THE MAIN STRUCTURE 000 ••• 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WUO! 6ND MEfAL• • • • • 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS • • • . ... . ... . . .. ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA M643 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: +.�ng(2n Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCOOAOL.COM .•jo- DE f% �% OX NO. .. �i'i �• ;cevsF Fi NO. 526 .P—\ t STATE ' s1Fss..�0R1 ��0 ONAL' .•••• DEC 16 1017 Engineer Seal Pedro De Flgueln:do PE 52809 Date: 12116/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 15 of 17 MODEL C1 & C2 - DOOR SECTIONS DOUBLE OR SINGLE RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR ANCHORS TYPE MAXIMUM 6'X10' AND 3'X10' MODELS ANCHORS TYPE A, A1, B, B1, D, D1 RATED: +75,-83PSF A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION SPACED AS PER ELEVATION FRAME WI➢TH DOOR OPENING -1m = II II (Tr IF REQUIRED IX OR 2X PT WOOD BY OTHERS II NUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 6 ^ 9 O HEAD LE DR SINGLE DRS TYPE 1, B, B1, D, DI NrAUED AS PER ELEVATION l4�—� STEEL BAR REINF. OD 1/4x1-1/2 (FH -14) LOCK STILES SET IN DOW 995 SILICONE AND #12x1 PFHSMS AT 8'OC O OPTIONAL HORIZONTAL FRAME WIDTH MID PANEL DOOR OPENING 3- 4 #8X1,5 PFHSMS 12 SPACED AT 5'OC— TO THE #8X1.5 PFHSMS r SPACED AT 5'OC w U W Z l7¢ A H w In 7 a 7 it MAX, 66 1/4' © SHIM JAMB HINGE IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 1 ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION w U • • • • • • • Lw']if • • • • • • • W • S • • • • • • •• • • • • ••P •0 00 .... ....... . 1�MAX. I/4' SHIM . . . . . . �OCK • • • .. •JAMB . . • • .. ... . . . ... .. .. . .. .. .. .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OR 2X IT P R E M I U M MST BE EDIN E ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: PREMIUM OPAQUE SWING OUT WOOD DOOR LARGE & SMALL MISSILE ENGINEERING: +En9(Ca Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM .00„,,..DE "f/G�j,,, el K f No. 52609 yp STATE F `� t S O A �4 �+s/0NA► ...00 DEC 16 2017 E.gineer Seal Pedro De Fque#edo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 16 of 17 GENERAL DESCRIPTION MAX. FRAME SIZE = 72 5/8' X 122 3/8' X 6' DEEP FRAME MAX. PANEL SIZE = 36' X 120 1/2' X 2 3/8' DEEP MAX. RAISED PANEL THICKNESS = 2 3/8' WATER TEST PRESSURE, il1,25 PSF (75 DP) [MAHOGANY D PANEL CONSTRUCTED BY GLUEING A PLASTIC RESIN) A 3/4' PLYWOOD ET BETWEEN TWO 0.82' THICK VENNERS (2) #10X2 PFHSMS 1 AT EACH END r C C3 C3 W I 16- W1 L, 65 v p M� r� ti m rn 0 Lal z a� z ( DOW OUTSIDE 1 1' BITE MODEL C1 & C2 - DOOR MISCELANEOUS RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF PANEL ATTACHMENT DETAIL #18GAX1 1/4' GALVANIZED BRAD NAILS 3/4' PLYWOOD SPACED AT 4'OC j' MAHOGANY I MAHOGANY VENEER I('-I+',I `VENEER #10X2 PFHSMS 0. 82 0. 82 /-SPACED AT 6'OC OUTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILICON MECHANICALLY FASTENED M/ 18GAX1-1/4' BRAD NAILS SPACED AT 5.00 AND #10X2' PFHSMS SPACED AT 5'OC OUTSIDE DOW 99 5/8' x 3' DOWELS l8 SPACED AT T OC W OUTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILICONE MECHANICALLY FASTENED W/ 18GAX1-1/4' BRAD NAILS SPACED AT 5'OC AND #10X2' PFHSMS SPACED AT 5'13C (2) #10X2 PFHSMS I AT EACH END 5/8' x 3' DOWELS SPACED AT 7' OC LO2NER CONSTRUCTION BUTT JOINED WITH JE, MEMBER RABBET • • • • • • TO i I/Q( 1 jIAS • • • • • �IED D �p l'M • • • • • C Tj' ;D $1I NEED • • • • • IT C 1 ki>�t�•iiii» (((3 PHYS • • • "a #r0 • • • \ �l FIT SILL .. .. . .. .. .. ... . . . . .... . . . . . . . . . . . . ...... . .... ... . . . ... . . #18GAX1 1/4' GALVANIZED BRAD NAILS SPACED AT 4'OC 17 PFHSMS AT 6.13 C PREMIUM ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL (511) 6104110 'RODUCT: DREMIUM )PAOUE 3VVING OUT WOOD DOOR ARGE & SMALL MISSILE ENGINEERING: +EngC2u Jnr. CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@ AOL.COM DE F/ CENB"F;,po t No.52609�` 3 'o ' STAT OF ' :C Engineer Seal Pedro De Figuelredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 17 of 17 Collections > Contemporary > Multi Point Lock Trim > Modern Rectangular Style 2-1/2" x 17-1/2" Keyed Euro 3-5/8" Center to Center Modern Rectangular Style 2-1/2" x 17-1/2" Keyed Euro 3-5/8" Center to Center A X NO EXCEPTIONS:..: B EXCEPTIONSM"CfED C REVISE AND ReSLI MIT D REJECTED • E FOR INFORM4FIOM INLY F NOT REVIEWELZ • • • SUBMITTAL REVIEW Submittals are reviewed for cmformance win the design concept e+qx ssed in the Contract Documents. Review is not for the purpose of confirming a approwng. (a) deviation from the Contract Documents, including but not limited In deviation with roto.. to material quantify, lecatim, quality, dimensioe. or mentation (except as expressly annotated in writing by the Architect herein). (b) means, methods, sequarces, a techniques of conslruohon (unless expressly called for in the Contract Documents and herein expressly highlighted for review and approval by Ne Amended), (o) safety of the —bacteria) work, work plan, procedures, workers a of the site, (d) any clarlficatim of a patent a latent ambiguity a defect in the C014WI Documents, a (e) the procurement a request far any labor, materials a other expense of the conbeclor(s) which is in addition to that praviousyroved appby the Owner. The Contractor shall be and shall remain responsible for: (a) compliance with the Contract Documents, (b) coordination of the Work (including amongst various trades), (c) performing the Work In a safe and satisfactory manors. (d) confirming and mrriating quantity and dimensions , and (e) Ne construction sdtedule. Project No. 17-1234 araneer E Date: 12-05-2019 Brass Large Modern Rectangular Style, 2-1/2" x 17-1/2" Keyed Plate, 3-5/8" C -to -C with Helios Lever in Satin Nickel wwwwww a N ENGCO Inc. Engineering Services ENGCO, Inc. - CA 8116 1791 BLOUNT ROAD 907 POMPANO BEACH — FL 33069 Engco@ aol.com PRODUCT EVALUATION REPORT RULE 61G20-3 - EVALUATION REPORT FROM A PROFESSIONAL ENGINEER Report Number: 17-883 5- Statement of Compliance: This product evaluation report is being issued per Rule 61 G20-3 of the Florida Department of Business and Professional Regulation. The product covered by this report has proven to be in compliance with the Florida Building Code 2017- 6th edition, included but not limited to the following standards: TAS 201, TAS 202, TAS 203 and AF&PA NDS 2015. 6- Product Description: This product is a swing out type door designed, constructed and tested to provide protection from hurricane force winds and wind-borne debris (Large & small missile) within the allowable designed pressures and limitations state in this approval. Specification, fabrication and installation are as per drawings 17-883 (Glazed) and 17-883s (Opaque) replacing previous approved drawings 15-202 & 15-202s. • 1- Date: 12/16/2017 ...... 2- Manufacturer: Premium Estates S.A.C. • • • • • • • • • • • • • • Lima - Peru •••••• • • •••••• 3- Product Name: 17-883 — Premium swing out wood door - Glazed • �' • " "" 17-883S — Premium swing out wood door - Opaqug ...... . . • ..... • •• •• •• •••••• 4 Evaluation Entity: Florida Professional Engineer • ; Pedro Paulo M. De Figueiredo — PE 52609 • • , • • 1791 Blount Road 907 •' • • Pompano Beach — Florida 33069 5- Statement of Compliance: This product evaluation report is being issued per Rule 61 G20-3 of the Florida Department of Business and Professional Regulation. The product covered by this report has proven to be in compliance with the Florida Building Code 2017- 6th edition, included but not limited to the following standards: TAS 201, TAS 202, TAS 203 and AF&PA NDS 2015. 6- Product Description: This product is a swing out type door designed, constructed and tested to provide protection from hurricane force winds and wind-borne debris (Large & small missile) within the allowable designed pressures and limitations state in this approval. Specification, fabrication and installation are as per drawings 17-883 (Glazed) and 17-883s (Opaque) replacing previous approved drawings 15-202 & 15-202s. 7- Technical Documentation: 7.1- Approval Document: Drawings number 17-883 and 17-883S prepared by Engco, Inc. on 12/16/17 sheets 1 through 17 of 17, titled "Premium" Glazed and Opaque swing out wood door signed and sealed by Pedro De Figueiredo, PE. :906.6 7.2- Test Reports — TAS 202, TAS 201 (Large missile) and TAS 20i" & the .. . Florida Building Code 2014 prepared by Hurricane Engineering & Testing Inc., report1*9P799A, ;9! • • • 7998, 99-799C, 99-1136, 99-799D, 99-1137, 03-1846, 03-1343, 09-2332B & 09-2539: � � • 6161 .. 7.3- Calculations: No calculations required for this code cycle. • • • • • • • 661661 7.4- Product sequential data: • • • • • • FBC 2007 - FL 13362 - Drawings 09-243 and 09-241 • FBC 2010 - FL 15498 - Drawings 12-070 and 12-071 FBC 2014 - FL 15498-R1 - Drawings 15-202 and 15-202S FBC 2017 - Update approval - Drawings 17-883 and 17-883S 8- Limitation and Conditions of use: 8.1— Product to be manufactured, designed and installed as per drawing specifications 17-883 and 17-883S, prepared by Engco, Inc dated on 12/16/17 and signed and sealed by Pedro De Figueiredo, PE. 9- Statements: P�Iro 7) I Figuei e, F l P.E. I.ic�rise , 526Q9 ` ,f D1�� IMPORTANT INFORMATION: - FRAME SIZE: 38"x 84" - R. 0. = 38-411"x 84-114- - M. O. = 40"x 85" tnterfir 10" Exterior (1) PANEL DETAIL FXTERI0R SIDE 1-1l8" s" 114" Lr Ilii' X 1ltr 1IR" X 1tR" 114" 10" INTCRIO SIDQ 1-3t4" EXTERIOR VIEW 3'- 2" r --„ 4 x:. 6-- 61 - 15498 Multipoint Lock : Clear: = Other := Door: White Lam: Sidelite : Manual Lock : Grey Clear. OVERAL SIZE Color : =D OUTSIDE HITE INSIDE ARESHOLDC b 19 b Q Miami Shores Village APPROVED BY DATE rn N ZONING DEPT f ,'t_DG D PT f _ w ( H .i! i : I (? (;O1 di'l InNCE W ALL IF 0 ; ;' ±f! it FS n n RFGUI f�TIONS INTERIOR VI r., SOLID BRASS 4.5" CLIENT: (TO DEFINE) NAVICON 1234 BRAVOS RESIDENCE Day -, 06110/19 Sheet: A X NO EXCEPTIONS B EXCEPTIONS AS NOTED C REVISE AND RESUBMIT D REJECTED E FOR INFORMATION ONLY F NOT REVIEWED SUBMITTAL REVIEW Submittals are reviewed for conformance with the design concept expressed in the Contract Documents. Review is not for the purpose of confirming or approving: (a) deviation from the Contract Documents, including but not limited to deviation with reference to material, quantity, location, quality, dimension, or orientation (except as expressly annotated in writing by the Architect herein), (b) means, methods, sequences, or techniques of construction (unless expressly called for in the Contract Documents and herein expressly highlighted for review and approval by the Architect), (c) safety of the contractor(s) work, work plan, procedures, workers or of the site, (d) any clarification of a patent or latent ambiguity of dated in the Contract Documents, or (e) the procurement or request for any labor, materials or other expense of the oontractor(s) which is in addition to that previously approved by the Owner. The Contractor shall be and shall remain responsible for: (a) compliance with the Contract Documents, (b) coordination of the Work (including amongst various trades), (c) performing the Work in a safe and satisfactory manner, (d) confirming and correlating quantity and dimensions, and (e) the construction schedule. Project N0. 17-1234 By: arancer Date: 12-05-2019 GENERAL NOTE5: (FLORIDA BUILDING CODE 2017-Gth edition) I - CODE: THIS PRODUCT HAS BEEN TESTED AND DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2- DEFINITION: THI5 PRODUCT IS A SWING OUT WOOD TYPE DOOR DESIGNED, CONSTRUCTED AND TESTED TO PROVIDE PROTECTION FROM HURRICANE FORCE WINDS AND WIND BORNE DEBRIS (LARGE * SMALL MISSILE) WITHIN THE ALLOWABLE DESIGNED PRESSURES AND LIMITATIONS STATED IN THIS APPROVAL. 3- LABELING: PRODUCT MUST BE LABEL IN ACCORDANCE WITH FBC. THE PERMANENT LABEL, MARKING OR ETCHING SHALL PROVIDE TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 4- PROJECT DESIGN PRESSURES: THE PROJECT DESIGNED PRESSURES MUST BE CALCULATED BASED ON A5CE 7-10, BY A PROFESSIONAL ARCHITECT OR ENGINEER. THE PROJECT DESIGNED PRESSURE, AS DETERMINED BY ASCE-10, ARE PERMITTED TO BE MULTIPLIED BY O.G AND THEY MUST NOT EXCEED THE ALLOWABLE PRODUCT PRESSURE SPECIFIED HERE -IN. 5- MATERIAL: ALL WOOD PARTS TO BE SOLID OR LAMINATED MAHOGANY OR ANY OTHER SPECIES WITH SPECIFIC GRAVITY GREATER OR EQUAL TO 0.45. G- FA5TENER5: A55EMBLY SCREW5 AND ANCHORS SHALL BE AS SPECIFIED IN THE CURRENT SET OF DRAWINGS. INSTALLATION AND LOADS AS PER THIS APPROVAL. ANCHOR QUANTITY SPACING MUST NOT EXCEED THE MAXIMUM LIMITS SPECIFIED BY THIS APPROVAL. 7- USE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO VERIFY THE FOLLOWING: 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE PRODUCT IS TO BE ATTACHED INSURING PROPER ANCHORAGE. 7.2- THE SITE SPECIFIC PROJECT CRITERIA, SUCH AS BUT NOT LIMITED TO, LOCAL CODE REQUIREMENTS, DESIGNED PRESSURES ETC. 7.3- THAT THIS APPROVAL 15 ADEQUATE TO THE SPECIFIC PROJECT. 8- WOOD BUCKS (I x or 2x) BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. TABLE OF CONTENT5: CONTENT SHEETS GENERAL NOTES * MODEL TYPE5 I DOOR PANEL OPTIONS 2 MODEL A DESIGN 3, 4, 5, G MODEL B DESIGN 7, 8, 9, 10 MODEL C DE51GN 1 1, 12, 13, 14, 15, 16, 17 * SEE SHEET 2 FOR PANEL OPTIONS FW--{ MODEL A - 6'X8' AND 3'X8' MODELS MODEL Al RETANGULAR SHAPES Pd= +53, -70 PSF * SEE SHEET 2 FOR PANEL OPTIONS FW -- MODEL A2 ELLIPTICAL SHAPES Pd= +53, -70 PSF MODEL B - 6'X10' AND 3'X10' MODELS 1 MODEL B1 MODEL B2 RETANGULAR SHAPES ELLIPTICAL SHAPES Pd= +53,-70 PSF Pd= +53,-70 PSF MODEL A3 ARCHED SHAPES Pd= +53, -70 PSF MODEL C - 6'X10' AND 3'X10' MODELS X SEE SHEET 2 F❑R PANEL ❑PTI❑NS [_F`W–� MODEL C1 RETANGULAR SHAPES Pd= +53, -70 PSF (10') Pd= +75, -83 PSF (9) MODEL C2 ELLIPTICAL SHAPES Pd= +75, -83 PSF FW MODEL B3 ARCHED SHAPES Pd= +53, -70 PSF MODEL C3 ARCHED SHAPES Pd= +75,-83 PSF PREMIUM ESTATES Fw S.A.C. 1K AV. RICARDO PALMA #843 / LIMA, PERU / TEL: (511) 610-9110 PRODUCT: • ; • • • • ` PRF,]W.VM OPAQUE.. 0606.. SWING.OU7•W 00JQQ0R LARGEASMALL MIM1.E 0606 0606 0606 W ENGINEERNG: �EtigE1:u Jnr. CA 8116 •�•• 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM 6 0660'' DE F� 066' O ..�F 6606 Q r• `p E N se No. 52609 =: STATE OF rr �� :•-0'•• Ai V_r �g 0666 F 0111 ,a''`' ♦ • 1.6 1417 Engineer Seal Pedro De Fgueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 1 of 17 0606... 0606... 0606... 0606.. 0606.. 0606... 0606... 0606... DOOR PANELS OPTIONS J 2 a J a rn n a a Z 0- 9L a f '�-& EXAMPLES FOR SINGLE OR MULTIPLE PANELS WITH TRUE HORIZONTAL MUTINS a J a NOTES: 1— DOOR PANELS MAY BE RECTANGULAR, ARCHED OR ELLIPTICAL. 2— PANEL CONFIGURATIONS WITH APPLIED FALSE MUTINS CAN BE FREELY CONFIGURED LIMITED ONLY BY THE MAXIMUM PANEL SIZE AND MINIMUM THICKNESS ALLOWABLE. 3— ONLY HORIZONTAL TRUE MUTIN IS AVAILABLE �I J ISI I� �i IJ Lr'a ��Ijl I EXAMPLES FOR SINGLE PANEL WITH LAMINATED APPLIED FALSE MUTINS EXAMPLES FOR MULTIPLE PANELS WITH LAMINATED APPLIED FALSE AND TRUE MUTINS PREMIUM * In.� • •: • �i• CA 8116 •.:6.• 1791 BLOUNT ROAD 907 ESTATES S.A C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 •909.6 PRODiJfrl . : • • • PREMIUM - 9.99 OPAQW••• • SwN(3 Ol SNOOD b6(�bR LARGE 8L�WLL M1491I Vj, • 9 • • • ENGINEERING: * In.� • •: • �i• CA 8116 •.:6.• 1791 BLOUNT ROAD 907 POMPANO BEACH - FL 33069 ENGCO@AOL.COM DE F a .O a N0. 52609 ,SI STATE F •.�• /\/� NMI//NMN CONAL �G 9999 yi .••' 16 im Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 2 of 17 9999• • 9999• 9999 •000• • • • • MAXIMUM 6'X8' AND 3'X8' MODELS - RATED: +53,-70 PSF PART# NAME DESCRIPTI❑N 18 HINGE ( 4) PER LEAF - 2.75'x 4'x 0.068' STEEL M C_ 0 118 118 SECURED TO PANEL AND FRAME W/ (8) #10X1.5 � x WOOD SCREWS, 18A HINGE (4) PER LEAF - JARDINIER MASSARD BRAND #23 W Cu CONNECTED TO PANEL AND FRAME W/ (8) # I OX 1. 5 I WOOD SCREWS, 19 LOCK (1) PER ACTIVE OR INACTIVE STILE- SCHELEGEL 120 BOLT MULTI -BOLT LOCK WITH BRASS KEEPER SET, 52MM ACTIVE INACTIVE BS 8' FULL LENGTH STAINLESS 19A LOCK <1) PER ACTIVE AND INACTIVE STILE - 120A BOLT JARDINIER MASSARD BRAND VERROUS A ENTAILER 00 REF 321 WITH 0. 312' D I AM. x 0.567' THROW AT T1x a TOP AND BOTTOM. CENTER HANDLE ROUSTIQUE CODE 042100 MODEL RY 59 FASTENED WITH 120B BOLT (4)#10x 1. 25' , ( 7) 2,4'x 1.656' WIDE STEEL I CLASSIC GUIDES SECURED W/ (2) #10x 1.25 EXCEPT TOP AND BOTTOM HAD (2) 0. 125' x 3' MS 18 WITH DOUBLE NUTS, LOCKING THROW BOLT WAS CY) MADE OF 0.625' DIAM. SEMI -TUBE x 0.154' V 18A THICK x 35' LONG AT BOTTOM AND 57.5 LONG AT 18A TOP WITH THE 3' ENDS FILLED WITH A WELDED INACTIVE 0. 125' WIDE STEEL PLATE. THE STRIKE PLATE 118 WAS MADE OF 0.25' STEEL. 20 BO (2) PER ACTIVE AND INACTIVE STILE - 2.75x 18 4.5x0.085' NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. PART# NAME DESCRIPTION 118 HINGE ( 4) PER LEAF - 3. 125' x 4,9375'x 0.078' STEEL M C_ 0 118 118 SECURED TO PANEL AND FRAME W/ (8) #10X1.5 � x WOOD SCREWS. 119 LOCK (1) PER ACTIVE STILE - SCHELEGEL MULTI -BOLT W Cu LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL I LENGTH STAINLESS, WITH 0,25' STEEL STRIKE x¢ PLATE 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 ACTIVE INACTIVE SECURED TO PANEL WITH (4) 0,25'-20 SS MS AND NUTS, 120A BOLT (2) PER INACTIVE STILE - JARDINIER MASSARD 00 BRAND VERROUS A ENTAILER REF 321 WITH 0.312' T1x a D I AM. x 0.567' THROW AT TOP AND BOTTOM. THE STRIKE PLATE WAS MADE OF 0.25' STEEL. 120B BOLT (2) PER INACTIVE STILE - 0.611' DIAMETER I NATIONAL BRAND THROW BOLT CONNECTED WITH (6) 1/4-20 SS MS AND NUTS. MODEL A - HARDWARE OPTIONS 74 3/4'---I f---74 7/8' EXAMPLES HINGE LAY OUT ELEVATION 74 3/4' tU ON X: 19A 19A D x INACTIVE ACTIVE 74 7/8' I Cp 19 D EXAMPLES LOCK & BOLTS LAY OUT ELEVATION i 20 I 20 I INACTIVE ACTIVE -«u C 74 3/4' A w Q U rra I M C_ 0 118 118 � x LO W Cu I CU x¢ 19 I 19A ACTIVE INACTIVE CU 00 T1x a I 18 18 CY) 20 V 18A 18A I INACTIVE p 118 118 w 18 18 g V 18A 18A x � d� 118 118 D N: i y X W CU H , H LO x rn�r x Za '" � � _ =a V - INACTIVE psi ACTIVE ACTIVE INACTIVE EXAMPLES HINGE LAY OUT ELEVATION 74 3/4' tU ON X: 19A 19A D x INACTIVE ACTIVE 74 7/8' I Cp 19 D EXAMPLES LOCK & BOLTS LAY OUT ELEVATION i 20 I 20 I INACTIVE ACTIVE -«u C 74 3/4' A w Q U 18 18 188 188 I M C_ 0 118 118 � x 5 C4Zo W Cu I x¢ 19 I 19A ACTIVE INACTIVE NOTES: 1- HARDWARE 18, 19, 19A, 20 CAN BE INTERCHANGEABLE BY 118, 119, 120, 120A, 120B AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. PREMIUM E S TA TE S S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODOCe' • • • PREMM 0.00 SWING LII WOOD MOR LARGE•1�11�1LL MISS�IL• ENGIMEEttlAG: • T Ett9.0vr CA 8116 • 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM •••••�'- DE F - ,•,• �. • `(�� ••. ••• .......... .C.E N g •. Qa :O No. 52609 STATEF = •��'�F'' 0 RI �•'�� 0001 ••••ss�4NA1. __ ..00'00 DEC 16 2011 Engineer Seal Pedro De Fgueinedo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 3 of 17 0000• 9 ••66• • ••9• •696 9606• • 000.0 00.00 74 3/4'— 20 I a 00 I Z) 19 I 19A T1x a I CY) 20 I I INACTIVE ACTIVE NOTES: 1- HARDWARE 18, 19, 19A, 20 CAN BE INTERCHANGEABLE BY 118, 119, 120, 120A, 120B AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. PREMIUM E S TA TE S S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODOCe' • • • PREMM 0.00 SWING LII WOOD MOR LARGE•1�11�1LL MISS�IL• ENGIMEEttlAG: • T Ett9.0vr CA 8116 • 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM •••••�'- DE F - ,•,• �. • `(�� ••. ••• .......... .C.E N g •. Qa :O No. 52609 STATEF = •��'�F'' 0 RI �•'�� 0001 ••••ss�4NA1. __ ..00'00 DEC 16 2011 Engineer Seal Pedro De Fgueinedo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 3 of 17 0000• 9 ••66• • ••9• •696 9606• • 000.0 00.00 7 12 72 5 ANCHORS AT 4' OC I..1121 172 r- 12 12 4 12 12 71 ANCHORS AT 4' OC 5 ANCHORS AT 4'OC 72 12 1271 {--` 72 12 12 4 12 12 71 ANCHORS 2 AT 4' OC 4 72 ANCHORS AT 8' OC 72 72' 4 ' '72 ANCHORS AT 8' OC 4 ANCHORS '2 AT 8' OC 72 I (n U � O 0 U N Z .� a F- r` ¢ (n U R O U N Z OD ¢ I I I I 72 4 72 ANCHORS AT 8' OC r - MODELS Al, A2 AND A3 - DOOR ANCHORAGE MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF 72 5 ANCHORS AT 4'OC BE a� U (U Z� 1if' 18' 4 ' lC' 72 ANCHORS AT 4' OC 5 ANCHORS AT 1 n' nr 72 4 ANCHORS AT 8' OC L T 72 i W"a 0 U N Z� ¢ F- OD ¢ 72 4 72 ANCHORS AT 8' ❑C TYPE DESCRIPTION A 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE W/ IX BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK W/ IX BUCK D 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL D1 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/❑UT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 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 TRANSFER LOADS To THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS PR EM IU M ESTATES S.A.C. AV. RICARDO PALMA #643 LIMA, PERU TEL: (511) 610-9110 PRODfJQr .. PREMIUM '••' OPAQW0•0 • SWING=WOOD bU(36t LARGEVSFAALL MIMM 06.00. • •0• ENGI6IEE!t161G: I,EIl;qA4p ,Jltr. CA 8116 0000 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM .••'' DE F • `O • No. 52609 ` a ss STATE F �I ••ip 'N� .d •�` • •"'css�4NAt � •.•`r off$ Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by. PPMF Drawing Number 17-883s SHEET 4 of 17 000.0 •60• • 0000• 0000• • 4 ANCHORS TYPE or—A, Al, B, B1, D, D1 MODEL A - DOOR SECTIONS SPACED AS PER ELEVATION MAXIMUM 6'X8' AND 3'X8' MODELS A IF REQUIRED 1X OR 2X PT WOOD BY OTHERS RATED: +53,-70 PSF Ld MUST BE PROPERLY ANCHORED IN ORDER TO g TRANSFER LOAD TO THE STRUCTURE x ANCHORS TYPE A, A1, B, B1, D, D1, E * SPACED AS PER ELEVATI❑N I FRAME WIDTH 1 I DOOR OPENING O HEAD A❑RB ELEVATION I W 4— Po O LOCK STILES ID EL OJAMB HINGE IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE ICHORED IN !ANSFER LOAD ICTURE 14 MMA. 4- OSHIM JAMB LOCK 1 IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE PREMIUM E S T A TES S C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 • • PRODUCT: ; • • • PREWRIM. OPAQU9. SWING PIN MOODl)PAR LARGF.$,•r;WLL MIS ftF,• • . • • ---"I ENGINEERING: • EMBED. •••••• CA 8116 •••• 1791 BLOUNT ROAD 907 POMPANO BEACH — FL. 33069 ENGCO@AOL.COM 14 I1 MAX, 4' SHIM CH❑RS TYPE A1, B, B1, D, D1, E ACED AS PER ELEVATION T L3 N W q 1 ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE PROTECTED PER FBC 2326 E 1V No. 52609 .01 STATE F '� a tV ••••••VVVS�0NAL E ••..••. C16 2017 Engineer Seal Pedro De Rgueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 5 of 17 GENERAL DESCRIPTION RECTANGULAR MAX. FRAME SIZE = 74 3/4' X 97 5/8'X 6' DEEP FRAME MAX. PANEL SIZE = 35 15/16' X 95 7/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK ARCHED MAX. FRAME SIZE = 73 3/4' X 97 1/2'X 6' DEEP FRAME MAX. PANEL SIZE = 36 5/16' X 95 7/16' X 2 1/81 DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK ELLIPSE MAX. FRAME SIZE = 74 7/8' X 97 7/8' X 6' DEEP FRAME MAX. PANEL SIZE = 35 5/16' X 95 7/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK WATER TEST PRESSURE: ±8 PSF (53,33 DR) FRAME & PANEL GENERAL NOTES MODELS Al, A2 AND A3 - DOOR BILL OF MATERIAL MAXIMUM 6'X8' AND 3'X8' MODELS RATED: +53,-70 PSF 1- FRAME ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY N❑TES+ EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/2'thick x3'x3' TENON AND WOOD GLUE J❑INT, 3- INSTALLATION SEALANT NOTES: THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. PANEL ATTACHMENT DETAIL 1 1/2' THICK S❑LID PINE WOOD PANEL PLACED IN A 1' X 1 1/4' BEDDING IN RAILS AND STILES AND A 1' X 1-1/4' X 112' X. 051' THICK CONTINUOUS GE WINDOW & DOOR STOCK # GE012A CLEAR SILICONE BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED. AT 9'OC. 1. 1-1/2' S❑LID PINE WOOD PANEL OUTSIDE \ 0 0 #8x1-1/2' WOOD SCREWS SPACED AT 9'OC 1. 1 0.051' CONTINUOUS GE 012A CLEAR SILICONE DOOR RAILS AND STILES BILL OF MATERIALS ESTATES ITEM# DESCRIPTION SIZE MATERIAL & REMARKS 1 FRAME HEADER 1. 75'x 6. 00'x 1. 50' MAHOGANY WOOD 2 FRAME SILL 1.25'x 6. 00'x 0. 50' MAHOGANY WOOD 3 FRAME JAMB 1. 75'x 6. 00'x 1. 25' MAHOGANY WOOD 4 PANEL TOP RAIL 2. 13' x 5. 00'x 3.50' MAHOGANY WOOD 5 PANEL BOTTOM RAIL 2. 13' x 7.50'x 5. 38' MAHOGANY WOOD 6 PANEL HINGE STILE 2. 13' x 5. 00' x 4. 50' MAHOGANY WOOD 7 PANEL LOCK STILE 2. 13'x 5. 00'x 3. 75' MAHOGANY 8 PANEL LOCK STILE 2. 13'x 5. 00'x 4.00' MAHOGANY 9 MAHOGANY WOOD BEAD 1.00'x 0.75' Attached w/ #8x 1 1/2' wd screws 10 MAHOGANY WOOD BEAD 0.75'x 1.00' Attached w/ #8x 1 1/2' wd screws 11 MAHOGANY WOOD ASTRAGAL 1.13'x 1.75' Attached w/ #10x 2' wd screws at 12'oc 12 CLOSED CELL FOAM STRIP 0. 5'x .625' FOAM TAPE FULL LENGTH OF SILL 13 Q'LON SEAL @ FRAME/PANELS .58'x 0.65' SCHLEGEL #QDS-650 14 Q'L❑N SEAL @ PANELS RAILS .335'x .336' SCHLEGEL #QEZ320 15 SEALANT CLEAR SILIC❑NE GE STOCK 012A 16 WOOD RAISED PANEL 1.50' SOLID PINE 17 STRUCTURAL SILICONE .90x.051 DOW CORNING 995 PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 0000.. PRODLIGS � • • • PREWJiM •••• OPAOLM•••• • SWING•WAMOD-15664 LARGE 4 WALL MIS§TL* • ENGA-EADIG: • i IW V CA 8116 • • • 0000 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM •.••` DE F/ •• 0000... `�/ •. No. 52609 r STATE F r°425 O' p P .��: 0 R 1 .�°G� •• •• INNNNM� • DEC 16 -?Oc Engineer Seal Pedro De Rgueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 6 of 17 0000.. 0000.. . 0 0 0 0 . 0000. 0000. 0000.. 0000.. 0000.. MAXIMUM 6'X10' AND TX10' MODELS - RATED: +53,-70 PSF PART# NAME DESCRIPTION 118 HINGE (5) PER LEAF - 3. 125' x 4.9375'x 0.078' STEEL 120 118 SECURED TO PANEL AND FRAME W/ (8) #10X1.5 116 WOOD SCREWS, 119 LOCK (1) PER ACTIVE STILE - SCHELEGEL MULTI -BOLT (U LOCK WITH BRASS KEEPER SET, 52mm BS 10' FULL 118 LENGTH STAINLESS, WITH 0.25' STEEL STRIKE cu PLATE 120 BOLT (2) PER ACTIVE STILE - IVES MODEL 453 LARGE &'SMALL MISSILE• SECURED TO PANEL WITH (4) 0.25'-20 SS MS AND 118 NUTS. 120A FLUSH (2) PER INACTIVE STILE - JARDINIER MASSARD x u� BOLT BRAND VERROUS A ENTAILER REF 321 WITH 0.312' E_N 118 DIAM. x 0,567' THROW AT TOP AND BOTTOM. THE 119 }GIINgE(RtN�: ��• • STRIKE PLATE WAS MADE OF 0.25' STEEL. 120BB❑LT A (2) PER INACTIVE STILE - 0.611' DIAMETER 120 N NATI❑NAL BRAND THROW BOLT CONNECTED WITH (6) X Z E- CU 1/4-20 SS MS AND NUTS, MODEL B - HARDWARE OPTIONS 75'—'� E-----75' 1GVM EXAMPLES LOCK & BOLTS LAY OUT ELEVATION PREMIUM ESTATES S C. 75'- AV. RICARDO PALMA #843 LIMA, PERU 116 120A 116 120 118 PRODU�T�•� �• 116 tlJ (U ....: 118 11a� cu SWING ry #PVVOD 90OR 00 LARGE &'SMALL MISSILE• 118 118 • x u� ••••• • E_N 118 118— 119 }GIINgE(RtN�: ��• • Q f • • • • A I 120 N INACTIVE X Z E- CU W 00 1791 BLOUNT ROAD SUP" C 118 Ile —\ POMPANO BEACH - FL 33069 A In U g W 10 U jVE = 0- ❑ (n 118 Q U x C3 z e y 118 118 N x W CU m Q L7 E LO z ¢ 118 118 z Q 118 118 =10 z to Lr) 118 116 118 118 oo ACTIVE INACTIVE .� ACTIVE INACTIVE EXAMPLES HINGE LAY OUT ELEVATION 1GVM EXAMPLES LOCK & BOLTS LAY OUT ELEVATION PREMIUM ESTATES S C. 75'- AV. RICARDO PALMA #843 LIMA, PERU NOTE: 1- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 12OA-1 0' DE F ^•-•. •�� "•"�CENSte+F�,�l�•. a° No. 52609 s i STATE F F OR ••'••.S�ONAL �;�•• DEC 16 2817 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 7 of 17 116 120A 116 120 118 PRODU�T�•� �• 116 A W (U ....: OPAQUE* ••• � cu SWING ry #PVVOD 90OR • • • • • LARGE &'SMALL MISSILE• • • • • •• •• •• • x u� ••••• X E_N W CU 119 }GIINgE(RtN�: ��• • Q f • • • • 120B I 120 INACTIVE X Z E- • 1791 BLOUNT ROAD SUP" = POMPANO BEACH - FL 33069 ENGCO@AOL.COM In jVE A INACTIVE NOTE: 1- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 12OA-1 0' DE F ^•-•. •�� "•"�CENSte+F�,�l�•. a° No. 52609 s i STATE F F OR ••'••.S�ONAL �;�•• DEC 16 2817 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 7 of 17 TEL: (511) 610-9110 120A 120 ••�� PRODU�T�•� �• PREMI C. : •.. • ....: OPAQUE* ••• � • SWING ry #PVVOD 90OR • • • • • LARGE &'SMALL MISSILE• • • • • •• •• •• • ••••• X E_N ; 119 }GIINgE(RtN�: ��• • Q f • • • • 120B I 120 INACTIVE CA8116 •• • : .••. • 1791 BLOUNT ROAD SUP" POMPANO BEACH - FL 33069 ENGCO@AOL.COM NOTE: 1- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 12OA-1 0' DE F ^•-•. •�� "•"�CENSte+F�,�l�•. a° No. 52609 s i STATE F F OR ••'••.S�ONAL �;�•• DEC 16 2817 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 7 of 17 75' 12OB 120A 120 CU 1 � f X 119 Q f 120B I 120 INACTIVE ACTIVE NOTE: 1- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF. 12OA-1 0' DE F ^•-•. •�� "•"�CENSte+F�,�l�•. a° No. 52609 s i STATE F F OR ••'••.S�ONAL �;�•• DEC 16 2817 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 7 of 17 72 6 ANCHORS AT 4' OC 12 72 MODELS 131, B2 AND 133 - DOOR ANCHORAGE MAXIMUM 6'X10' AND 3'X10' MODELS 4 RATED: +53,-70 PSF ANCHORS AT r❑C AT ANCHORSH 72 A 72 72 12 122 7 _I 8 8 rl .^ r 13C7 C E O U (•) INCREASE AMOUNT OF Z Z ANCHORS TO 7 AT 10 1/2' OC Ua WHEN HEADER/SILL FRAMING Q z cu ARE ANCHORED INTO CONCRETE VITH 1X WOOD BUCK o¢ oQ is 1C! 4 1e 1C 72 ANCHORS AT 4' OC 6 ANCHORS AT 4' ❑C� o U a,o 0 Za U (U Z r` ¢ 'I ' 12 ' 12 4 12 1271 2 ANCHORS 2 AT 4' OC r` 724 ANCHORS 72 AT 8' OC 5 ANCHORS AT 1O'OC 7 4 73 2 ANCHORS AT 8' OC r- r` -F 0 U Q� U — 0 Za U cu Z r — r` ¢ 2 ' ' 4 ' ' 1 7 ANCHORS 72 AT 8' ❑C r` r` 72 12 12 4 12 12 72 ANCHORS AT 4.00 4 72 AT 8-ANCHORS OC 72 D ~ 7b 4 72 ANCHORS AT 8' ❑C r` T TYPE DESCRIPTI❑N A 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INTO CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL D1 1/4'-14 GRADE 5 SDS INTO 1/8' METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRACON 1-3/4' INTO GF BLOCK W/ OR W/❑UT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 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 TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS PREMIUM ES TA TE S S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUOir; , • •; , • • PREMUM OPAQUe••••• SWING Qt5T"VOD LZOOR-• LARGE & SMRLL MISSILe • 8.0000 • •00 • • • • • ENGINE€RING in,�C�x�• CA 8116 ,• • 0 8888 1791 BLOUNT ROAD 90T"' POMPANO BEACH - FL. 33069 ENGCO@AOL.COM DE F� '••. �.Qp�� C HES" ►� /,p •. 'V s N0. 52609 't�` STATE F Off, DEC. 162017 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 8of17 ••00• 8888• • 0000• ANCHORS TYPE A, A1, B, B1, D, D1 SPACED AS PER ELEVATION A J 0w o? IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE O HEAD O ❑PTI❑NAL HORIZONTAL MID PANEL O SILL a OR B ELEVATI❑N MODELS B1, 62 AND B3 - DOOR SECTION MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION FRAME WIDTH DOOR OPENING 0 LOCK STILES 6 9 IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PRDPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE PREMIUM • ENGAERN&LD Lj P4 a CA 8116 • • • 000. E S TATE POMPANO BEACH - FL. 33069 S S C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 • • 0000•• PRODUCT: • : .. 1 PREM" 0.00 OPAQU9••••• • SWING 4t1•I'MOD D6bV - Il u l ( LARGE i 90000 MISS0�*00 0 . . •• •• .. IOD 5 VEL MAX. 14 1/4' SHIM JAMB HINGE IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE "'-" '" "iNCHORED IN 'RANSFER LOAD !UCTURE 'HORS TYPE A1, B, B1, D, D1, E kCED AS PER ELEVATION T 1 1/4' OSHIM JAMB LOCK C 16 1417 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 9 of 17 • ENGAERN&LD Lj P4 a CA 8116 • • • 000. 1791 BLOUNT ROAD 907 POMPANO BEACH - FL. 33069 ENGCO@AOL.COM C 16 1417 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 9 of 17 GENERAL DESCRIPTION MAX. FRAME SIZE = 75' X 122'X 6' DEEP FRAME MAX, PANEL SIZE = 35 15/16' X 120 5/16' X 2 1/8' DEEP MINIMUM RAISED PANEL THICKNESS = 1 1/2' THICK WATER TEST PRESSURE. ±8 PSF (53,33 DP) (FRAME & PANEL GENERAL NOTES I- FRAME ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD FRAME HEAD, SILL & JAMBS ARE 6' DEEP AND THE CORNERS ARE BUTT JOINED WITH WOOD GLUE AND FASTENED WITH (4) #14X3' WOOD SCREWS IN EACH CORNER. 2- PANEL ASSEMBLY NOTES: EACH SOLID MAHOGANY WOOD STILE & RAIL IS 2 1/8' DEEP AND THE CORNERS, 1/21thick x3'x3' TENON AND WOOD GLUE JOINT. 3- INSTALLATI❑N SEALANT NOTES: THE FRAME AND ALL EXPOSED INSTALLATION FASTENERS MUST BE PROPERLY SEALED WITH 'GE' STOCK GE012A SILICONE. MODELS B1, B2 AND B3 - DOOR BILL OF MATERIAL MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +53,-70 PSF PREMIUM OF MATERIALS ESTATES ITEM# DESCRIPTION SIZE MATERIAL S .A .0 FRAME HEADER . 6. 00' x AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PANEL ATTACHMENT DETAIL PRODUCT: PR81 M11M :. . 1 1/2' THICK SOLID PINE WOOD PANEL PLACED INA OPAQi1E 1' X 1 1/4' BEDDING IN RAILS AND STILES AND A 1' SWING -OW -WOOD DOOR LARGV-9t6hljALLNISS1Lf• X 1-1/4' X 1/2' X . 051' THICK CONTINU❑US GE WINDOW & DOOR STOCK # GE012A CLEAR SILICONE BEAD. A 1/2 X 13/16 WOOD MOULDING CONNECTED WITH #8X1 1/2' WOOD SCREWS SPACED AT 9' OC. ENGi' * * *114G: ,,``w �.n'qC� Wil.• •..:• CA 8116 . `. ....: 1.50 1791 BVCUNTROAg9QT'. ' POMPANO BEACH - PL' 95069 1-1/2' ENGCO@AOL.COM SOLID PINE 0.051' CONTINUOUS WOOD PANEL GE 012A CLEAR SILICONE pE F� ••• OUTSIDE o •••• �• ,,,,,„,,, •'. o F, •. .� uo N Li p o r •• p�a• \,� C E sF's-'pct► "' •' No. 52609 = ' 1.25--I #8x1-1/2' : .0'- STATE F WOOD SCREWS DOOR RAILS.0 Q••r'�• SPACED AT 9' OC AND STILES `•.�► -'1• ,� 0 R 1•n, N ••• ON I 2. 13-4 .,,,....•nn DECOf 16 BILL OF MATERIALS ITEM# DESCRIPTION SIZE MATERIAL & REMARKS 1 FRAME HEADER 1. 75'x 6. 00' x 1. 25' MAHOGANY WOOD 2 FRAME SILL 1. 25'x 6. 00' x 0. 50' MAHOGANY WOOD 3 FRAME JAMB 1. 75'x 6.00'x 1. 25' MAHOGANY WOOD 4 PANEL TOP RAIL 2. 13' x 5. 25'x 4. 25' MAHOGANY WOOD 5 PANEL BOTTOM RAIL 2. 13' x 9. 75'x 9. 50' MAHOGANY WOOD 6 PANEL HINGE STILE 2. 13'x 4. 89'x 3. 89' MAHOGANY WOOD 7 PANEL LOCK STILE 2. 13' x 5. 13'x 4. 13' MAHOGANY 8 RAISE PNL H❑R. STILE 2. 13'x 6. 00' x 4. 00' MAHOGANY 9 MAHOGANY WOOD BEAD 1.00'x 0.75' Attached w/ #8x 1 1/2' wd screws 10 MAHOGANY WOOD BEAD 0.75'x 1.00' Attached w/ #8x 1 1/2' wd screws 11 MAHOGANY WOOD ASTRAGAL 1.13'x 1.75' Attached w/ #10x 2' wd screws at 12'oc 12 CLOSED CELL FOAM STRIP 0. 5'x .625' FOAM TAPE FULL LENGTH OF SILL 13 Q'LON SEAL @ FRAME/PANELS .58'x 0.65' SCHLEGEL #QDS-650 14 Q'L❑N SEAL @ PANELS RAILS 335'x .336' SCHLEGEL #QEZ320 15 RAISED PANEL 1.5'thk SOLID PINE 16 SEALANT - CLEAR SILICONE GE STOCK #012A 17 CLEAR SILIC❑NE 75x. 50x. 051 Thk GE STOCK #012A Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 10 of 17 MAXIMUM 6'X10' AND 3'X10' MODELS - RATED: +75,-83 PSF PART# NAME DESCRIPTION 218 HINGE ( 5) PER LEAF - CUSTOM 0,84'x 7.25'x 0.25' Cl) •••000 STEEL PLATES WITH 0,75' STEEL PIN HOLDER 0 LARGE S &MALL MISS166 WITH 0.313 STEEL PIN AND WASHER HINGE N 218 MANUFACTURED BY PREMIUM ESTATES DOORS, THE 319 LOCK HINGE WAS SECURED TO FRAME W/ (5) 0,25'x 1' 318 J320 MS NUT AND WASHER AND SECURED TO THE PANEL 218 ACTIVE WITH (5) #12x 3' WOOD SCREWS, 219 LOCK (1) PER ACTIVE STILE - MUL-T-LOCK MODEL INACTIVE 318 SERIES 700 LOCK, SINGLE LATCH ONLY, 219A LOCK (1) PER INACTIVE STILE - CUSTOM TWO POINT ¢ W LOCK WITH 0.75' DIAMETER STEEL RODS _ EXTENDING i' THROUGH PANEL LOCK STILE AND f INT❑ FRAME GOING THROUGH FRAME AND SASH LOCK 1 REINFORCEMENT PLATES. THE LOCK WAS OPERATED BY A HANDLE AT 37' FROM THE BOTTOM OF PANEL. 220 BOLT (2) PER INACTIVE STILE - TOP 50' LONG 0.75' 218 DIAMETER STEEL ROD WITH i' DIAM. RINGS 320A BOLT WELDED 3,5' AND 19,75' FROM END OF THE ROD, 318 BOTTOM 16.75' LONG 0.75' DIAMETER STEEL ROD WITH 1' DIAM. RINGS WELDED 3,5' AND 9' FROM w N END OF THE ROD. EACH ROD WAS SUPPORTED BY (2) 2'x 3, 125' x 0. 25' STEEL GUIDE PLATES WITH E LO 1.375' RINGS WELDED ATOP EACH PLATE TO GUIDE THE LOCKING ROD. THE RODS PENETRATED 1' THROUGH THE FRAME MOULDING, THE TOP AND g = a BOTTOM GUIDE PLATES WERE CENTERED 1.75' FROM 218 EDGE OF DOOR, - MAXIMUM 6'X10' AND 3'X10' MODELS - RATED: +75,-83 PSF PART# NAME DESCRIPTION 318 HINGE ( 5) PER LEAF - CUSTOM 7. 6'x 2.89' SOLID Cl) •••000 BRASS HINGES BY PREMIUM ESTATES DOORS 0 LARGE S &MALL MISS166 SECURED TO THE DOOR AND FRAME WITH (8) #12x N 218 2 PFH SMS 319 LOCK (1) PER INACTIVE STILE - DEADLOCK AND LOCK 318 J320 HANDLE WERE ATTACHED AT 43' AND 46.25' 218 ACTIVE RESPECTIVELY FROM THE TOP OF THE DOOR. 320 BOLT (2) PER ACTIVE STILE - TOP 0,875'x 60.25' INACTIVE 318 LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, -+ Z r- X901 • WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL ¢ W PLATES, THE PLATES WERE ATTACHED TO THE DOOR _ STILE EACH USING (4) #12x 2' PFH SMS, BOTTOM f 0,875'x 20..25' LONG SURFACE BOLTS BY AZBE, 1 MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES, THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) 218 #12x 2' PFH SMS. 320A BOLT ( 2) PER INACTIVE STILE - TOP 0,875'x 60,25' 318 LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 3 STEEL w N PLATES, THE PLATES WERE ATTACHED TO THE DOOR STILE EACH USING (4) #12x 2' PFH SMS. BOTTOM E LO 0.875'x 20.25' LONG SURFACE BOLTS BY AZBE, MODEL #8912-90, WAS ATTACHED TO THE DOOR STILE WITH 2 STEEL PLATES, THE PLATES WERE g = a ATTACHED TO THE DOOR STILE EACH USING (4) MODEL C - HARDWARE OPTIONS 75-1/2' ao \\� n i 0 v 218 218- 318 318 n 218 218- N w U 318 318 ¢ o E< N 218 218- _ 318 318 X �. a Z - 218 218- _ f- 318 318 a 218 218- 318 318 •., INACTIVE ACTIVE HINGE LAY OUT ELEVATION 75-1/2' ��I■I'hl� Z I x 219 I 219A X E 220 ACTIVE hV INACTIVE LOCK & BOLTS LAY OUT ELEVATION 218 318 218 a) I 72-5/8' 318 11 A co Cl) •••000 _F 0 LARGE S &MALL MISS166 • • • • • • • N 218 0000 0000 0-0 318 218 318 J320 318 218 ACTIVE 218 L3 ' 318 INACTIVE 318 A -+ Z r- X901 • ¢ W ENGCO@AOL.COM _ 218 f 318 1 o a c) 72-5/8'- 218- 318 218 318 218 318 218 318 218 218— 318 318 INACTIVE ACTIVE 72-5/8' 7rnn11nn ao M 320 320 CU fL E 319 0 X. X a 320--\320 I t0 v ACTIVE INACTIVE NOTES: 1- HARDWARE 218, 219, 219A, 220 CAN BE INTERCHANGEABLE BY 318, 319, 320, 320A AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF, PREM IU M ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: :...:. 72-5/8' ...::. co I n •••000 _F 0 LARGE S &MALL MISS166 • • • • • • • 218 218 0000 0000 x Q �320 r, 1 318 319 318 J320 ENGINftItIIVG: • • 218 ACTIVE 218 ' 318 INACTIVE 318 A • X901 • POMPANO BEACH - FL.40W9 W ENGCO@AOL.COM o a c) 218 218 318 318 � w N E LO Z F - g = a 218 218 318 318 LO 218 218 318 3I8 INACTIVE ACTIVE NOTES: 1- HARDWARE 218, 219, 219A, 220 CAN BE INTERCHANGEABLE BY 318, 319, 320, 320A AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF, PREM IU M ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: :...:. 72-5/8' ...::. 320 OPAQUS00•• : •000 •••000 320 0 LARGE S &MALL MISS166 • • • • • • • • • • • 0000 0000 x Q �320 r, 1 319 000000 0 000 J320 ENGINftItIIVG: • • �O ACTIVE ' 00000; INACTIVE NOTES: 1- HARDWARE 218, 219, 219A, 220 CAN BE INTERCHANGEABLE BY 318, 319, 320, 320A AND VICE -VERSA 2- SINGLE LEAF DOORS WILL USE ONLY HARDWARE FROM ACTIVE LEAF, PREM IU M ESTATES S .A .0 . AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: :...:. ...::. PREMOM :. 10• OPAQUS00•• : •000 •••000 SWING-OWY.WOOD DOOR LARGE S &MALL MISS166 • • • • • • • • • • • 0000 0000 00000 000000 0 000 •0.00 • • • • • • ENGINftItIIVG: • • ��ngTi .Jltr� ...0 ' 00000; CA8110 000 1791 BLOUNT'ROAD • • • X901 • POMPANO BEACH - FL.40W9 ENGCO@AOL.COM DE F/ �U•• •• •.•• O ��...............p •�� z No. 52609 i .0'-: STATE F 'O 0 1 •• �•'�-ss�ONAL �••�. DEC 16 ml Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 11 of 17 4 MODEL C3 - DOOR ANCHORAGE FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 24 ANCHORS INT❑ 2 ROWS 11 11 ANCHORS 11 11 AT 4'OC NU 10 ANCHORS INT❑ 2 ROWS AT 10' ❑C -IV N L0U C T zOC C3 �0 =¢~`- 44 4 ANCHORS AT 10' OC TYPE DESCRIPTION A 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INT❑ 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INTO 1/8' METAL D1 1/4'-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/❑UT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE (SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 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 TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS 44 PREM IU M ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: • PREMUM ;.• .• OPAQUE'•;•• • •• SWING•OPJTMIOOD DOOR LARGE.& MA41-L MI$SILt • ...... . ... 00 •• •. 0 ENGIN=IW: +�nT,IIn�� CA 8112 . ` 0 ` 1791 BLQIINT 61) 007. POMPANO BEACH - FL: 33M9 ENGCO@AOL.COM DE F '066•. ••• s. •�� "'"CEN Fj•�• No. 52609 `z o '� •� STATE s _DEC 16 1017 Engineer Sea] Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 12 of 17 • 00••0. • 0 • 0 0 . 0 00.00 • • • 0000•. • . • 0 . 0 0 . 0 • TWO ROWS ANCHORS TYPE MODEL C3 - DOOR SECTIONS EDGE 3 A, A 1, B, B 1, D, D 1 FULL P R E M I U M DIST, SPACED AS PER ELEVATION ARCHED FRENCH OUTSWINGDOOR IF REQUIRED 1X OR 2X PT MAXIMUM 6'X10' AND 3'X10' MODELS ANCHORS TYPE WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN TO TRANSFER ESTATE S IF REQUIRED IX OR 2X PT WOOD BY OTHERS RATED: +75,-83 PSF ORDER LOAD MUST BE PROPERLY ANCHORED IN ORDER TO A, A 1, B, B 1, D, D 1, E TO THE STRUCTURE TRANSFER LOAD TO THE STRUCTURE SPACED AS PER ELEVATION S A C , .ilii �, lily ■1 r= 10 Z O HEAD O OPTIONAL HORIZONTAL MID PANEL —FRAME WID DOOR OPENING O LOCK STILES l0A 7 W U W Z LO Q A F- W V1 A 10 7 $ 1 E MAX: OSHIM JAMB HINGE IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 2� ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION 10A c� ff I i — W U W Z L7 Q P.. O W N B A SILL 10 8 1 MAX. 7 1/4' SHIM O JAMB LOCK AORB ,NrMULD HZ- rLR ELEVATION REINFORCEMENTS ASTRAGAL W/ REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) #6X1 5/8' SMS 6 7/8' FROM ENDS AND 13 1/4. OC. INNACTIVE STILE ASTRAGAL W/ REINF. ATTACHED TO INACTIVE STILE WITH GLUE AND (9) #6X1 5/8' SMS 6 7/8' FROM ENDS AND 13 1/4' OC, ( 3) 1/4'X3 1 /4' TAPCONS SPACED AT 4' OC TOP LOCK GUIDE PLATE 1/01 1/2' X !0 1/2' STEEL PLATE BOTTOM LOCK GUIDE PLATE 1/4XI 1/2' X 17' STEEL PLATE AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT::6.0.0 PRE KOW •• OPAQUE•; • • • • SWINOdt)gbWOOD DOOR LARGq&eN LA, LL MIMP-E• 6666 6666 •••••• • ••• ENGDJE;FR. JNG: _ • • • • �.EItiTC�� 1 981BLOONT ROAD3)OT• • • POMPANO BEACH - FE.OM9 ENGCO@AOL.COM DEFI -''•.. ••. Qp A""..E N � C F •••� No. 52609 i STATE F I' 'P :s Fr kV. / 14 •%• "'n.......... �'. • •••'•ss�4NAL L 66''66 �Ec S 1017 \�—_SPACED (6) 1/4'X3 1/4' TAPCONS Engineer Seal AT 3' OC Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA — — — Design by: PPMF Drawing Number LOCK 'STILE I 17-883s LOCK REINF, STEEL PLATE 2X72' X0. 14' ATTACHED TO 1 /2X4X 1 1 /4' X 1 /8' CHANNEL WITH SHEET ( 9) #10X1/2' PHMS SPACED AT 13 of 17 2. 5, 5. 75, 10, 20, 25, 34, 5, 44. 5, 53. 375, 62. 125, 69, 5' FROM BOTTOM • GENERAL DESCRIPTION MAX, FRAME SIZE = 74 1/2' X 121 7/8'X 6' DEEP FRAME MAX. PANEL SIZE = 37 1/2' X 119 3/4' X 2 112' DEEP MAX. RAISED PANEL SIZE = 24 112' X 105' X 1.5' WATER TEST PRESSURE: ±11,25 PSF (75 DP) CORNER CONSTRUCTION BUTT JOINED WITH JAMB MEMBER RABBITED TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (3) #12X3 PHWS f NOTCH JAMB 1 1/8' TO FIT SILL (3) #12X3 PH WOOD SCREWS ARCH STRAP CONSTRUCTION: THE CURVE HEAD AND THE JAMBS WERE BUTT JOINED USING 1/4X3X1/2' TENON AND GLUE, THE STEEL,STRAP MADE OF 1/4X2X141' WAS ATTACHED TO WOOD FRAMING WITH (17) #12X1 1/4' WOOD SCREWS. # 12x 1 1/4' WOOD SCREWS AT 8 5/8' OC 117' o STEEL A STRAPS E3 p OOD b C` C3 OD W N W !n r0D C4¢ �¢ v-00 � �� .\rF- r,a (U� / CUA i¢ x to .� x (n (U 3 CU 3 .-, Lj W U C6 U U MODEL C3 — DOOR MISCELANEOUS FULL ARCHED FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF PANEL GLUE TO W/ HENKEL #BF - EXTERIOR ST GLUE TO SASH WI HENKEL #BF -20 PANEL ATTACHMENT DETAIL NTERIOR STOP OVER 95 DOW SILICONE AND 12X2 WOOD SCREWS. 14 AT HINGE SASH, AT BOTTOM RAIL AND ON LOCK STILE) 10A BILL OF MATERIALS ...:., PREMIUM :. ESTATES ITEM# DESCRIPTION ....: SIZE REMARKS 1 FRAME ( ARCH HEADER) 2. 00' x 6.00' LAMINATED MAHOGANY 2 FRAME ( JAMB) 2. 00' x 6.00' LAMINATED MAHOGANY 3 FRAME ( SILL) 2. 00' x 6.00' LAMINATED MAHOGANY 4 FRAME (SILL BUMPER) 0, 69' x 1. 75' LAMINATED MAHOGANY 5 1 SASH (ARCH RAIL) 2.60' x 6,62' LAMINATED MAHOGANY 6 SASH (BOTTOM RAIL) 2.60' x 9,21' LAMINATED MAHOGANY 7 SASH (HINGE RAIL) 2.60' x 6,50' LAMINATED MAHOGANY 8 SASH (LOCK RAIL) 2.60' x 6.44' LAMINATED MAHOGANY 9 SASH (INACTIVE RAIL) 2.60' x 6.44' LAMINATED MAHOGANY 10 SASH ( EXT. STOP) 2. 25' x 1, 69' LAMINATED MAHOGANY l0A I SASH (INT, STOP) 2. 25' x 1. 69' LAMINATED MAHOGANY 11 1 SASH (INT. ASTRAGAL) 2.25' x 2.06' LAMINATED MAHOGANY 12 BOTTOM & HINGE REINF. 1. 00' x 0. 25' STEEL 13 ASTRAGAL REINF. 0.63' x 0.63' STEEL 14 LOCK RAIL REINF. 0.25' CHANNEL STEEL 15 WEATHER STRIPPING OEBD6650-B97 I VINYL 16 WEATHER STRIPPING QEZ-320-BRZ I VINYL PREMIUM ...:., PREMIUM :. ESTATES OPAQUE..... • ..' ....: SWINGaUTWOOD DOOR LARGE &SMA►LL MISSILE S.A.C. .... .... ..... AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: :...:. ...:., PREMIUM :. OPAQUE..... • ..' ....: SWINGaUTWOOD DOOR LARGE &SMA►LL MISSILE • • • • • .... .... ..... ...... . ... ..... • • • • • ENGINi� aft: • • �.En�cj U.:J.Ytr..• ...•:, CA8116; • ;••.•; ••• 1791 BLOUNT ROAD °qO7• • • • ' • POMPANO BEACH - FL! 33069 ENGCO aa( AOL.COM /W�.' C E k 8F g° No. 52609 ' STATE F i N .c► CORS N �. �•.._!0NAL ••• • DEC 16 2011 Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 14 of 17 10 ANCHORS AT 4' OC 4 2 ROWS 4 ANCHORS ANCHORS AT 6' OC AT 6'OC � I U O (U 0 U Z 9 MODEL C1 & C2 - DOOR ANCHORAGE RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF 4 A 1/4' TAPCON/ ULTRAC❑N 77-1-3/4' INTO CONCRETE Al ANCH❑RS4 B 10 4 AT 6'❑C ANCHORS 4 ANCHORS 4 4 ANCHORS 1/4-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK AT 4' OC ANCHORS AT 4' OC ANCHORS ANCHORS MINIMUM 3000 PSI CONCRETE 2 ROWS AT 610C 2 ROWS AT 610C AT 6' OC AT 4' ❑C ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- I i i i 2 ROWS 0 2 2 ANCHORS AT ANCHORS AT 10-1 /2' ❑C 8 10-1 /2' OC ANCHORS AT 4' OC 2 ROWS (IN ----�---� --a 1- 4 2 ANCHORS ANCHORS AT AT 4' OC 10-1 /2' OC 2 ROWS V, 2 I ' ANCHORS AT j--� ANCH0 2RS AT 10-1/2'❑C 8 10-1/2'❑C ANCHORS AT 4'OC 2 ROWS TYPE DESCRIPTION A 1/4' TAPCON/ ULTRAC❑N 77-1-3/4' INTO CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INTO 1/8' METAL D1 1/4-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1X BUCK o MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE <SG>=0.55) U ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 4- 1/8' METAL MADE OF 6063-T6 ALUMINUM OR ASTM A36 STEEL ' U 1X AND 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS TO TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS E3 D a N C � N Q < ¢ N F 0� ¢ U o --- --- QC/) o =_ U � = Z o r ¢ o ¢ ❑ .9 I ON 2 2 ANCHORS AT ANCHORS AT 10-1 /2' ❑C 8 10-1 /2' OC ANCHORS AT 4' OC 2 ROWS (IN ----�---� --a 1- 4 2 ANCHORS ANCHORS AT AT 4' OC 10-1 /2' OC 2 ROWS V, 2 I ' ANCHORS AT j--� ANCH0 2RS AT 10-1/2'❑C 8 10-1/2'❑C ANCHORS AT 4'OC 2 ROWS TYPE DESCRIPTION A 1/4' TAPCON/ ULTRAC❑N 77-1-3/4' INTO CONCRETE Al 1/4' TAPCON/ ULTRACON W/ 1-3/4' INT❑ CONCRETE W/ 1X BUCK B 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK B1 1/4' TAPCON/ ULTRACON 1-1/2' INTO 2X WOOD BUCK W/ 1X BUCK D 1/4'-14 GRADE 5 SDS INTO 1/8' METAL D1 1/4-14 GRADE 5 SDS INT❑ 1/8' METAL W/ 1X BUCK E 1/4' TAPCON/ ULTRACON 1-3/4' INT❑ GF BLOCK W/ OR W/OUT 1X BUCK 1- MINIMUM 3000 PSI CONCRETE 2- WOOD BUCK MADE OF PT SOUTHERN PINE <SG>=0.55) 3- ED - EDGE DISTANCE NOT INCLUDING WALL DRESSING 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 TRANSFER LOADS TO THE MAIN STRUCTURE 6- USE 2-1/2' EDGE DISTANCE FOR CONCRETE AND 3/4' FOR WOOD AND METAL 7- ANCHOR TYPE E APPLICABLE ONLY ON JAMBS GN e ANCHORS AT 10-1 /2' OC 4 ANCHORS AT 4' ❑C 2 ROWS PREMIUM ESTATES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: :000:0 PR5MIUM :. OPAQWE. 9 9 9 : • . 9 • SWING OI31 WOOD DOOR LARGE "MALL MISSIIE 00 0 0 0000 0000 900000 0 000 ENGIAtEklNG: _�� • 0000 . 4�n.n.s 1791 BLOUNTROAO;907• • POMPANO BEACH - Ftt33069 ENGCO@AOL.COM DE F� '•••. ox O *• /./HH/q. �/� ••1• Q No. 52609 ° STATE _ $', -ro .!0 R 1. �' ••• •'••.S�ONAL .••'• DEC 1.6 2017 Engineer Seal Pedro De Figuelredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 15 of 17 0000. 0000. 0000. 0000 0000 0000. • 0000. � _1M r. nnim F na SINGLE PE B1, D, D1 PER ELEVATION z z z2 W W 0 W o a A � I 10 O dao SILL 12 #8X1. 5 PF SPACED AT r-1 MODEL C1 & C2 - DOOR SECTIONS RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS ANCHORS TYPE RATED: +75,-83 PSF A, A 1, B, B 1, D, D 1, E SPACED AS PER ELEVATION I FRAME WIDTH IF REQUIRED IX OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE 1DOUBLE OR SINGLE ANCHORS TYPE 3 A, A1, B, B1, D, D1 SPACED AS PER ELEVATION 4 DOOR ❑PENI 7 —8j 14 STEEL BAR REINF. DO 1/4x1-1/2 (FH -14) LOCK STILES SET IN DOW 995 SILICONE AND #12x1 PFHSMS AT 8'OC O OPTIONAL HORIZONTAL MID PANEL 1 #8X1.5 PFHSMS 1 SPACED AT 5' OC -- FRAME WIDTH DOOR OPENING 14 3 �_] #8X1.5 PFHSMS 12 SPACED AT 5' ❑C–�, 7 IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE —7�� MAX. i$ 1/4' OSHIM JAMB HINGE 8-' L —7 MAX. 1 1/4' OSHIM JAMB LOCK 3 PREMIUM E S T A TES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION .••" DE F1 EN Q d No. 52609 .0% .4 X. .; STATE F r= 0'�`� yl OR 10 •••N��•� ''••.s ONAL _ ..••'. _DEC 16 1017 J Engineer Seal _L Pedro De Fgueiredo � PE 52609 L3¢ A � Date: 12N6/17 W W Scale: NA ra I Design by: PPMF Drawing Number 17-883s SHEET 16 of 17 • *sees • • • PRODUCT: :see:* PRC-UICtM :. . OPAQW&aa• : e..• SWING O& VMOD DOOR W z LARGE &SMALL M199IC W Aace• ease W rn •ecce• • es• A e a E��N+•GIA91EENING: a ,�(s T n� l'J�.ET -�7 L CA811$ ea• a 1791 BLOUNTROADW e • POMPANO BEACH -FL•M069 ENGCO@AOL.COM IF REQUIRED 1X OR 2X PT WOOD BY OTHERS MUST BE PROPERLY ANCHORED IN ORDER TO TRANSFER LOAD TO THE STRUCTURE ANCHORS TYPE A, A1, B, B1, D, D1, E SPACED AS PER ELEVATION .••" DE F1 EN Q d No. 52609 .0% .4 X. .; STATE F r= 0'�`� yl OR 10 •••N��•� ''••.s ONAL _ ..••'. _DEC 16 1017 J Engineer Seal _L Pedro De Fgueiredo � PE 52609 L3¢ A � Date: 12N6/17 W W Scale: NA ra I Design by: PPMF Drawing Number 17-883s SHEET 16 of 17 • *sees • • • GENERAL DESCRIPTI❑N MAX. FRAME SIZE = 72 5/8' X 122 3/8' X 6' DEEP FRAME MAX. PANEL SIZE = 36' X 120 1/2' X 2 3/8' DEEP MAX. RAISED PANEL THICKNESS = 2 3/8' WATER TEST PRESSURE. ±11,25 PSF (75 DP) WOOD PANEL CONSTRUCTED BY GLUEING (DPA PLASTIC RESIN) A 3/4' PLYWOOD SHEET BETWEEN TWO 0.82' THICK MAHOGANY VENNERS (2) #10X2 PFHSMS 1 AT EACH END CU r °° ofz Li o LO Z Q f OUTSIDE I 17 DOW 995 18J 1, BITE MODEL C1 & C2 - DOOR MISCELANEOUS RECTANGULAR & ELLIPSE FRENCH OUTSWING DOOR MAXIMUM 6'X10' AND 3'X10' MODELS RATED: +75,-83 PSF PANEL ATTACHMENT DETAIL #18GAX1 1/4' GALVANIZED BRAD NAILS SPACED AT 4'OC 3/4' PLYWOOD MAHOGANY MAHOGANY VENEER VENEER #10X2 PFHSMS SPACED AT 6'❑C 0.82 0. 82 A OUTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILIC❑NE MECHANICALLY FASTENED W/ 18GAX1-1/4' BRAD NAILS SPACED AT 5'OC AND #10X2' PFHSMS SPACED AT 5'OC BILL OF MATERIALS ITEM# DE CRIPTION SIZE T A REMARKS 1 SILL 2.02 x 6.00 LAMINATED WOOD 2 SILL WATER DAM 0.52 x 0.78 SOLID WOOD 3 JAMB 1. 75 x 6. 00 LAMINATED WOOD 4 HEAD 1. 78 x 6.00 LAMINATED WOOD 5 FRAME MOLDING -Q-LL 1. 76 x 0.67 SOLID WOOD 6 BAR 0.50 x 0. 12 ALUMINUM 7 HINGE STILE 2,39- x 6. 38 LAMINATED WOOD 8 LOCK STILE 2.35 x 6.55 LAMINATED WOOD 9 TOP RAIL 2. 32 x 6.60 LAMINATED WOOD 10 BOTTOM RAIL 2.30 x 10.88 LAMINATED WOOD 11 INACTIVE ASTRAGAL 2.09 x 1.77 SOLID WOOD 12 INSIDE MOLDING 2.02 x 1.53 SOLID WOOD 13 1 OUTSIDE GLAZING STOP 2.00 x 1.46 SOLID WOOD 14 1 OPTIONAL INTERMEDIATE RAIL 2.31 x 6.95 LAMINATED WOOD 15 ACTIVE ASTRAGAL 2.05 x 4.59 S❑LID WOOD 16 INSIDE SQUARE MOLDING 1.30x 1.30 LAMINATED/ SOLID WOOD 17 INSIDE MOLDING 2.00 x 1.19 SOLID WOOD 18 OUTSIDE STOP 1.95 x 0.812 LAMINATED WOOD 19 DOOR STOP 1. 56 x 0. 93 LAMINATED WOOD OUTSIDE DOW 995 5/8' x 3' DOWELS 1 SPACED AT 7' ❑C OUTSIDE STOP ATTACHED OVER A BEAD OF DOW 995 SILICONE MECHANICALLY FASTENED W/ 18GAX1-1/4' BRAD NAILS SPACED AT 5'OC AND #10X2' PFHSMS SPACED AT 5'OC (4) #12X3 PH WOOD SCREWS (2) #10X2 PFHSMS 1 AT EACH END 16 #18GAX1 1/4' GALVANIZED BRAD NAILS SPACED AT 4'❑C 17 #10X2 PFHSMS SPACED AT 6'OC 5/8' x 3' DOWELS SPACED AT 7' OC CORNER CONSTRUCTIONt BUTT JOINED WITH JAMB MEMBER RABBET TO 1 1/8'. GLUE WAS APPLIED TO EACH CORNER AND JOINED WITH (4) #12X3 PHWS NOTCH JAMB 1 1 /8' TO FIT SILL PREMIUM E S T A TES S.A.C. AV. RICARDO PALMA #843 LIMA, PERU TEL: (511) 610-9110 PRODUCT: 0 • P R EM LUM :00990 OPAQU90 * :0 • • • SWING+ W1MOOD DO.O�R LARGE �A*l-l- MISSJW 00 • • •00• 0000 ENGIN04RN4G: • • • • CAS116 :0.00• 1791 Bf-QV14T;ROAD.907.. POMPANO BEACH - F6.:VD69 ENGCO@AOL.COM S'•`��CEN3F/ •. Q � ' No. 52609• STAT OF00 �3 00 ..,,.. 0 R N •• off got$ - Engineer Seal Pedro De Figueiredo PE 52609 Date: 12/16/17 Scale: NA Design by: PPMF Drawing Number 17-883s SHEET 17 of 17 0900• • • 9. •0090 • • •99.9 4 SCIS Hame I Log In I User Registration i Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I SCIS Site Idap I Links I Search Flonda ro Product Approval bUSER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Searchi Code Version 2017 FL$ 15498 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or blame ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL the Work in a safe and satisfactory mama, (d) confirming and correlating quantity and dimensions, and (e) the construction schedule. Search Results - A lications X FL* Typg Manufacturer Validated By Status FL15498-R2 Revision Premium Estates ]esus Gonzalez, P.E. Approved History_ Category: Exterior Doors (704) 813-8158 NOT REVIEWED SUBMITTAL REVIEW Subcategory: Swinging Exterior Door Assemblies in the Contract Documents. Review is not for the purpose of confirming or approving: (a) deviation from the Contract Documents, including but not -Approved by DBPR. Approvals by DBPR shall be reviewed and ratihed by the POC and/or the Commission it necessary. A X NO EXCEPTIONS B EXCEPTIONS AS NOTED C REVISE AND RESUBMIT D REJECTED E FOR INFORMATION ONLY F NOT REVIEWED SUBMITTAL REVIEW Submittals are reviewed for conformance with the design concept expressed in the Contract Documents. Review is not for the purpose of confirming or approving: (a) deviation from the Contract Documents, including but not fimited to deviation with reference to material, quantity, location, quality, dimension, or orientation (except as expressly annotated in wnting by the Architect herein), (b) means, methods, sequences, or techniques of construction (unless expressly called for in the Contract Documents and Mein expressly highlighted for review and approval by he Architect), (c) safety of the contractor(s) work, work plan, procedures, workers or of the site, (d) any clarification of a patent or latent ambiguity or dated in Una Contract Documents, or (a) Ure procurement or request for any labor, materials or other expense of the contractor(s) which is in addition to that previously approved by the Owner, The Contractor shat be and shall remain responsible for. (a) compliance with the Contract Documents, (b) coordination of the Work (including amongst various trades), (c) performing the Work in a safe and satisfactory mama, (d) confirming and correlating quantity and dimensions, and (e) the construction schedule. Project No. 1-1234 aran�er By: �4, Date: 12-05-2019 Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer. Cop i ht 2007-2013 State of Florida, :: Privacy Statement :: Acce-sibility Statement :: Refund Statement Under Florida (arc, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® IWQk M Q FL15498_R21I17-....pdf ^ Credit Card Safe Show all X •••• •••• • • •••• •••• ••••• • • • • •••••• ...... Contact Us :: 2501 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer. Cop i ht 2007-2013 State of Florida, :: Privacy Statement :: Acce-sibility Statement :: Refund Statement Under Florida (arc, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 650.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® IWQk M Q FL15498_R21I17-....pdf ^ Credit Card Safe Show all X