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WS-19-659Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 04/08/2019 Location Address Parcel Number 945 NE 98TH ST, Miami Shores, FL 33138 1132060143450 Contacts Permit NO.: WS-03-194 9 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved Expiration: 10/07/2019 GLENN HARRIS Owner J&G CARPENTRY INC Contractor 858 NE 97 ST, MIAMI SHORES, FL 33138 JAMES DAVIS Other:3057537285 Business: 5613335042 Inspection Requests: Description: CHANGE OUT 3 DOORS NO SIZE CHANGE IMPACT Valuation: $ 6,221.69 Ins30�pe tion R9 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.40 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $151.85 Building Department Copy Payments Date Paid Amt Paid Total Fees $151.85 Check # 32176 04/08/2019 $101.85 Check # 32113 03/27/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume 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 fore oing—informat.on is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning�F he�xt I authorize the,2ove co actor to do the work stated. nature: Owyfr / _4plicant / Contractor / \Agent Date April 08, 2019 Page 2 of 2 NIE� ApPS ) Miami Shores Village BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Building Department RECEIVED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 2 7 2019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PLOMBING ❑ MECHANICAL 7PUBLICWORKS FBC 20% 7 Master Permit No. WS^ d � �l.lJs Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION 7 SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9 Li 5 AAF 926, Stree,+ City Miami Shores County: Miami Dade Zip: 3313y Folio/Parcel#: (1- 3dC, `n l'-1 `39SQ Is the Building Historically Designated: Yes NO - Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CL ran or Sandra Hac r lS Phone#:30S-469 -S391 Address:Q 15 /V (! G R t h S-f r cLf' City: tom+ cv+► skn rc_S State: I' i Zip:3.3 /-M Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone#: � \ Address: City: ��e5_ �+lrCC' .State: `[ �"'�- Zip:° Qualifier Name: Q� \}rt Phor;e#:�,� State Certification or Registration #: i /5> 3: Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: one#: State: Zip: Value of Work for this Permit: $ L x, / __ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [O Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ K, CCF $ DBPR $ 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 0 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation h. commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulatir construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOL 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 applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MA RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTENT TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDIN{ YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding $2500, the applicant mu promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the pers( whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job si for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, ti inspection will not be approved an reinspection fee will be charged. Signature Signatur OWNER or AGENT QJ CONTRACTOR The foregoing instrument was acknowledged before me this V301 day of PAC , n` 120 JLl by Map Ak6uk-ani �Afly who is personally known to me or who has produced Wye C U eeig 5C as identification and who did take an oath. NOTARY Print: The foregoing instrument was acknowledged before me this (�� day of MA ✓: 20 l `� by JIgig who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: as Seal: Y `••: JULIOLORA Seal: 2oiPft^ ✓e_ ANGELAYOUNG yp° k iF misslon GG246122 * _ MY COMMISSION S FF 951069 'S � Expires August 7, 2022 N9 o o-i EXPIRES: April 12. 20 EXPIRES: �1,10F P Bonded Thu6ue M S�rvkes FOF�O� F -nru BuC; st Nakry Services G APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County https://www.miamidade.gov/propertysearch/#/report/summary OFFICE THE PROWERTY APPRAISER Summary Report Property Information Folio: 11-3206-014-3450 945 NE 98 ST Property Address: Miami Shores, FL 33138-2534 _. _.............. _... _ ....... _...... GLENN A HARRIS Owner SANDRA W HARRIS Mailing Address ------------ 945 NE 98 ST MIAMI SHORES, FL 33138-2534 PA Primary Zone - --- -- ----- 1100 SGL FAMILY - 2301-2500 SQ ------..................... -_.._.._......................_.._---- Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/2/0 Floors -------...................................................... 1 -....-_ Living Units .................................. ......__... _.................. _--._........... 1 Actual Area 2,915 Sq.Ft Living Area -----.............. -... --................................. 2,235 Sq.Ft _.-....... _...... ........................ _...... _- ............. . - Adjusted Area 2,567 Sq.Ft Lot Size 10,300 Sq.Ft Year Built 11953 Assessment Information Year ...... -.._.... _.... ....--__.................... __.._- .... .... ....... Land Value 2018 - - - $309,063 2017 2016 ------------- $309,063 $268,145 Building Value $178,663 $178,663 $178,663 XF Value $3,344 ..................................................... $3,344 $3,344 .......................... ............................ :...................................................... Market Value $491,070 $491,070 $450,152 Assessed Value $340,547 $333,5431 $326,683 Benefits Information Benefit _ -. Type 2018 2017 2016 Save Our Homes --.._.. - --- Assessment _.- .............. Cap --._.._._..... Reduction $150,523 $157,527i $123,469 _.... ......................... Homestead .-....._............................................. Exemption ........................ ............. $25,000 ......... ..._ ........................ ,.._._. $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 0 MIAMI SHORES SEC 3 PB 10-37 LOTS 19 & 20 BLK 80 LOT SIZE 100.000 X 103 21003-3046 012003 1 COC 21580-3787 08 2003 1 Generated On : 3/6/2019 Taxable Value Information 1 20181 2017 2016 County ...................................... .._.........................................................----....._..._...... .................................. Exemption Value $50,000 ---- --- ---.. $50,000 $50,000 Taxable Value $290,547 $283,543 $276,683 School Board Exemption Value $25,000 $25,000 .. . ................................................ $25,000 Taxable Value $315,547 $308,543 $301,683 city ....... _.... . ... --- ................... - - --._ _.._....--......_.........._..................................................... _......... _..... ......... Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $290,547 $283,543 $276,683 Regional - . ................_....-------- Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $290,547 $283,543 $276,683 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/2003 _ ....................._.......--.................. 01/01/2003 $385,000 ........_............................... $265,000 21580-3787 Sales which are qualified ....._....................................... . _- -- - --................. 21003-3046 :Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This webske may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/infotdisclaimer.asp Version: SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE Phone: (305) 981-2959 12055 BISCAYNE BLVD Salesperson: LMM41-I MIAMI, FL 33181 Reviewer: SBBOAD Name Phone HARRIS GLENN (305) 968-5381 Address 945 NE 98TH ST Phone Company Name City MIAMI Job Description DOOR INSTALL- FL# 16708.2 state FL Zip 33138 County MIAMIDADE Page 1 of 6 NO. H6322-153309 ------------------------------------------------------- REPRINT 2019-03-11 15:42 - We reserve the right to limit the quantities of merchandise "z� "DELIVERY #1 l MERCHANDISE AND SERVICE SUMMARY sold to customers q ^ REF # 101 STOCK MERCHANDISE TO BE DELIVERED: REF # SKU QTY UM DESCRIPTION PI TAX PRIC# EAW EXTENSION R02 1001-753-972 9.00 EA 1X8-8FT PT GC WEATHERSHIELD / A o $7.88 $70.92 R03 1001-753-990 9.00 EA 2X8-8FT #2PRIME PT GC / $8.67 $78.03 R04 0000-252-677 81.00 LF 1-1/4 X2 PFJ WM180 BRICK / N $1.24 $100.44* R05 0000-526-849 9.00 EA 11/16 X2-1/4X7' PFJ WM327 CAS LEG / A N $4.321 $38.88* 810 - MD SE TO BE DELIVERED: REF # SOB ESTI wl- DATE: 03/16/2019 P.O. #22500729 1 REF # SKU QTY UM _ DESCRIPTION I PI TAX PRICE EACH EXTENSION_ SOS12 OOCC-916-413 1.00i EA FIBERGLASS IMPA / FIBERGLASS IMPACTS IBERGLASS 2 / A N $1,169.80 $1,169.80 UNIT SIZE 37 1/2 X 81 PREHUNG PRIME TED FULL LITE DOOR WITH BLANCA GLASS. LEFTA SWING WITH SATIN NICKEL HINGES. DOUBLE BO / RAI AST JAMB WITH A 6 9/16 ALUMINUM SILL. S0813 0000-916-413 1.001 EA FIBERGLASS IMPA / FI S IMPACT SO JW EXT FIBERGLASS 2 / A N $1,169.80 $1,169.80 UNIT SIZE 37 1/ 1/ BERGLASS PRIMED PREHUNG IMPACT RATED FU R WITH BLANCA GLASS. LEFT HAND OUTSWING WITH S L HINGES. DOUBLE BORE WITH A AURALAST 6/9/16 J NNN ALUMINUM SILL. —'CONTINUED NTINUEt ON NEXT PAGE"*** D U�w O� Check your current order status online at www.homedepot.com/ordemtatus Page 1 of 6 NO. H6322-153309 * Indicates omer markdown SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: HARRIS Page 2 of 6 NO. H6322-153309 . INSTALLER DELIVERY #1 L(Continued) REF #101 S031,� 0000-916-T i3 i 1,90 E_A,PREH"!vG F!BERGL / PRF_L,UNG FIBERGLASS cc'-,O JW EXT FIBERGLASS / A N $933.81 $933.81 UNIT SIZE 31 1/2 X 81 1/4 FIBERGLASS PRIMED PREHUNG DOOR 1/2 LITE WITH BLANCA IMPACT GLASS AND 2 PANELS ON THE BOTTOM. LEFT 114 AURALASTAND ING JAMB ALSATIUMINUM SILL.N NICKEL INGES. DOUBLE BORE WITH 5 DELIVERY INFOR>I.ATION:!DELIVERY DATE: INSTALLER WILL SCHEDULE INSTALLER WILL DELIVER MDSE TO: SITE OF INSTALLATION #101 AT TIME OF INSTALLATION. `-�'TE''t �'.' Ea a Q ALL S,'O �r?E :� ? 1A1'-D1aE - I i-STAI Li=R WILL SALE CUSTOMER TO SCHEDULE INSTALL ,.:. , DATE. tl�`I•:�LLATION #1 561.68 REF # 101 ESTIMATED INSTALL BEGIN BATE: 03/05/2019 ESTIMATED INSTALL END DATE: 04/04/2019 MERCHANDISE TO BE INSTALLED: ,. REF # SKU QTY UM DESCRIPTION R02 1001-753-972 9.00 EA 1X8-8FT PT GC WEATHERSHIELD R03 1001-753-990 9.00 EA 2X8-8FT #2PRIME PT GC R04 p 5 r 0 12 S0813 0000-252-677 0000-526-8 +9 0000-916-4 ; 3 0000-916-413 _ 81.00' 1 900 1.00 11.00 LFO-1/4 X2 PFJ WM180 BRICK EAj EA'ISO EAISO 11/16 X2-1/4XT PFJ WM327 CAS LEG JW EXT FIBERGLASS 28 DAYS OR LESS JW EXT FIBERGLASS 28 DAYS OR LESS i S0814 BASIC INSTALLATION 1 0000-916-413 LABOR: 1.00 EA SO JW W EXT FIBERGLASS 28 DAYS OR LESS l SKU �0000-523 -672 DESCRIPTION fY 1.00 LIM EA TAX,PRIQEEACH N $340.00 EXTENSION $340.00 _ _ EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION I QTY UM ITAXI PRICE EACH EXTENSION 1 HAUL AWAY OF EXISTING DOOR PER DOOR OPENING)/ 1 3.001 EAJ N 1 $0.001 $0.00 CONTINUED ON NEXT PAGE Page 2 of 6 NO. H6322-153309 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: HARRIS Page 3 of 6 NO. H6322-153309 INSTALLATION #1 (Continued) _ REF #101 3 _ - Ur:,H�?I�G'r FOR WIPAC? GLASS UP TO 3r" WIDE X 96" HIGH/ -- �.00 �.� r Iy $90.00 $270.00 _ %3 _ _ ;STUCCO -VORK IN EXCESS C;- . MINOR CHIPS AND CRACKS _ (SINGLE DOORS UP TO 3.00 EA. N $150.00 $450.00 36"X96"/ 11 1 MULTI DOOR DISC - EXTERIOR DOOR UP TO 36X96/ _ 2.00 EA N $250.00 $500.00 1CUSTGM LABOR SELECTED INCLUDES: _ OPTION I L?z �CFiFT lON -- - � - Q �'-I-- ;1'.1_I;aX PRICE'=ACH EXTENSION- __ 4 - --- --_ r 1 -(REMOVE-IRON DOOR- � ^;_00j ,4r PN $85 00 1 $255.00 - - - - -- --- --- -- --_-- ----------- C 2 BUCK PREP — - -- - - -- ------ _ 7 3.00 ra I R! $150 00, $450.G0 — -- -- `TALi.gTlO�l�iT !�f_A HARRIS,GLENN__ -- INSTALL LABOR CHARGE: $2,265.00 ADDRESS: 945 NE 98TH ST TRIP CHARGE: $0.00 � CITY: MHANI; — T ATE:: F;-- ZIP: 33-138 'CREDIT i=09 Z DEPOSIT/MEASURE: $50.00 --- ------ ---S 3ALLS TAX R.A I'E- /.000 . AX: ,Merchandise - N ABO z h3_ a'$2 215.00 PHONE: (305) 9685381 ALTERNATE PHONE: 305 9685381 BASIC INSTALLATION LABOR INCLUDES: * PRE -INSTALLATION JOBSITE INSPECTION AND EXTERIOR TRItf/BRICKMOLD OF THE NEW DOOR WHEN THE * DELIVERY WITHIN 30 MILE RADIUS OF STORE CASING/TRIM IS THE SAME SIZE OR WIDER * REMOVAL OF EXISTING DOOR UNIT * INCLUDE NON -COLORED STUCCO PATCH TO REPAIR MINOR CHIPS * INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER * !NSTAl.It R ; O PROV;DE NECESSARY FASTENERS, SHIMS AND STUCCO REPAIR, SEE OPTIONS) CAULKING * PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS * INSTALL EXISTING OR NEW CUSTOMER PROVIDED DEADBOLT, WITH SIDELIGHTS LOCKSET AND KICK PLATE (IF APPI !(,ABLE) ON NEW DOOR . FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION ADJUST DOOR TO ENSURE PROPER OPERATION 'FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON DPILL HOLE IN JAMB FOR ALARM WIRING !N SAME LOCATION AS CARE OF PRODUCT TO ENSURE PROPER OPERATION IEXISTING DOOR * INSTnI L NEV4 CUSTOMER PROVIDED SINGLE LAYER INTERIOR CASING ':UNLESS S'a AT ED ABOVE -1 HIS INSTALLATION DOES NOT INCLUDE: INSTALL DOORS OVER 72X96 INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE-HUNGDOOR UNIT INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) REPAIR CARPENTRY TO EXISTING OPENING DISCONNECT AND RECONNECT OF SECURITY SYSTEMSANIRING *** CONTINUED ON NEXT PAbE *"* Page 3 of 6 NO. H6322-153309 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: HARRIS Page 4 of 6 NO. H6322-153309 INSTALLATION #1 (Contintf) FL='AST'ER, DRY,VALL OR SIDING WORK STUCCO PATCH GREATER THAN 4", PAINT AND STAINING INSTALL ALL AMERICAN DOORS SPECIAL NOTES: T. n?AY RE NOISY DURING YOUR INSTALLATION FHE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA =FORE CCMIPLETING THE INSTALLATION. AIRBORNE DUST IN OTHER "RTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE SPONSIBILITY OF THE CUSTOMER. 1N ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE C!S!ONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE SPE(:' IOiv (VIHEN APPLICABLE), DE!.;VERY AND INSTALLATION STZI ACT! IRA: ivy^:%!F!CAT;ONS � BUST P;7 APPROVED Bl' RFG!ONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK INSTALLATION #2 _ REF # 107 ESTIMA T ED INSTALL BEGIN DATE: 03/05/2019 ESTIMATED INSTALL END DATE: 04/04/2019 BASIC INSTALLATION LABOR: SOU_ DESCRIPTION Q Y l)C , TA_XEACH EXTENSION _ _ _ �- _ _- - _ _ _ 0000-523 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 38X98 _PRICE `EA 0.00 N $340.00 $0.00 -672 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION, QTY UM TAX I PRICE EACH EXTENSION *** CONTINUED ON NEXT PAGE Page 4 of 6 NO. H6322-153309 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: HARRIS Page 5 of 6 NO. H6322-153309 INS'." LLATION #2 I �- (Continued) REF #107 - ----- ---—-------- —--------- ----- - _ r g � J 33 -LEAD-SAFE WORK PRACTICES �QTY X $1.00)/ --� 55_00 — E � f a $1.00 $55.00 _ — — SITE NAME: � INSTALL LABOR CHARGE: $55.00 --HARRIS,GLENN _ _-- ---- -- — _ ADDRESS: 945 NE 98TH ST TRIP CHARGE: $0.00 CITY: MIAMI STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: $0.00 'AI_'=S 7a;; Rr^ / r �r305 , % I.; `- ""'` !� • ® $55.00 ERNAT;y PHONE: 9685381 (305L9685381 ALT —(--� L - -- EIJO OF INSTALLR2_ _ INSTALLATION #3 REF_# 111 -. - - �—.N `ALL E�r;N €m�TZ. O'/05!20z!^ ;_WTlk7;4 `� rig I r iA..ST� ..__ =ENDDAT � E: 04'04!20 9 .. 1 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 0000-114 !BUILDING MATERIALS PERMIT FEE-NAT/ 1.00 t EA N $0.01 $0.01 _ -442 1 OPTIONAL LABOR SELECTED INCLUDES: OPTION DESCRIPTION QTY UM TAX PRICE EACH EXTENSION 7 PERMIT FEE/ r - — -- -------------- 390.00 EAI N— $1.00 $390.00 --- - -- ..'NS T.�:'.- LA T ION SITE NAME: HARRIS,9L NN -t-- - - -- INSTAI_i LABOR CHARGE: $390.01 IABDRESS: 945 NE 98TH_ST TRIP_CHAR_GiE:, $0.00 _ _— CITY: _ It1:AM I ! STATE FL _ ZIP: 33138 -- �-- ----------- ------ _ Ch��:DIT FOR rEPOSIT/MEASURE: $0.00 ;t U; .'TY: Mil ! D%A'-' ` AI ES 'r�3X Rt, � _3� A3C: Nlc�c ianda�;? IN _A OR r!_ -„ � s� 't�' o s $390.01 PHONE: (305) 9685381_ -- ALTERNATE PHONE: 305) 9685381 INSTALLER SPECIAL INSTRUCTIONS: FL# 16708.2 Sr?51C I.No" T.',L ATION LABOR INCLUDES: ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. POSTAGE AND ADMINISTRATIVE). OR INSTALLER. IF DELIVERED TO INSTALLER, THE INSTALLER WILL FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE ' ALL FEES ASSOCIATED WITH OBTAINING PERMIT (MUNICIPALITY * DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, C4NTINUED.ON NEXT PAGE Page 5 of 6 NO. H6322-153309 Customer Copy SPECIAL SERVICES CUSTOMER INVOICE - Continued Name: HARRIS Page 6 of 6 No. H6322-153309 INSTALLATION #3 (Confinued) LREE#111 SPECIAL NOTES: ' -1 OMER 'S F,'�R PAYNiENIT OF T TH— : -- — THE PERM11T. ONCE REF�iNDS ON PFW��-T FF1--S AF —1�-:R 72 HRS OF PAYMEN'-T E PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 HRS. WILL BE REFUNDED Z:j,') OF INSTALL 93 (,'HARGES OF A MERCHANDISE & SERVICES Policy Id (Pl): A: 90 DAYS DEFAULT POLICY; jl SALES 1 AX' TOTA1_i BALANCE ME 1 D --p-, ot i esel ves the iightfolimit deny re turns. Please see the return policy sign in stores for details.' E-911b OF ORDER No. H6322-153309 Page 6 of 6 No. H16322-153309 Customer Copy Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.8972 Inspection requirements for: Windows, Doors, Skvlights or Fixed Glass (cladding)Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permitholder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: alifier/Owner Signature Date Print Name Vd ,36" �� 0A 30':,X RECEIVED. IC4_. . _ MAR 2 7 20i9 •.. • : . • .. (A BY DATE •....• ..• • •...• 7 ,- 1GEPF •• •. .. ...... 36" X 80" • . • . • • • • BLD, DEFT SuB •••••• ,� . • • . .. _ ;, v ALL I EUERAL • • • STATE ANu t r INN,°{ ail L_S AND REGULAR,EPLACE Di ORS IN 3 OPENINGS ONLY. NEW DOORS TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OPENING NO. WIDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 36 80 20.00 4 38.2 -41.6 FL16708.2 65.0 -65.0 FRONT ENTRY - LSMI 2 30 80 16.67 4 40.1 -43.4 FL16708.2 65.0 -65.0 SIDE GARAGE - LSMI 3 36 80 1 20.00 4 1 38.2 -41.6 1 FL16708.2 1 65.0 -65.0 1 FAMILY ROOM - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOORS. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. LESS THAN 30% OF STRUCTURE'S VALUE. NOT A RENOVATED BUILDING. EXEMPT FROM 2017 ENERGY CONSERVATION CODE. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT < 14 FT 1 IN HARRIS RESIDENCE 945 N.E. 98TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 01/09/2018 - 12:09pm inteml Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\ Reference\2017 Windload Charts References\2017 b FBC WIND CHART 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY - 175 MPH `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING I INTERIOR ZONE*PRESSURES Mean DESIGN PRESSURES (PSF) - Z NE 4 Roof Tributary Area (Sq Ft V 10 30 40 5 ` -43.4 -41.6 -40.6 -39. J15 +40.1 +38.2 +37.2 +36. +3 1 -42.2 -41.440; 18 ft _ +41.6 +39.7 +38.6 +37.9 +37.3 -46.2 -44.2 -43.1 -42.3 -41.7 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -48.4 -46.4 -45.2 -44.4 -43.7 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -50.3 -48.2 -47.0 -46.1 -45.4 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 -51.9 -49.8 -48.5 -47.6 -46.9 35 ft +47.9 +45.7 +44.5 +43.6 +42.9 -53.4 -51.2 -49.9 -49.0 -48.3 40 ft +49.2 +47.0 +45.7 +44.8 +44.1 -54.8 -52.5 -51.1 -50.2 -49.5 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -56.0 -53.7 -52.3 -51.3 -50.6 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -57.1 -54.7 -53.4 -52.4 -51.6 55 ft +52.7 1 +50.3 +48.9 1 +47.9 1 +47.1 -58.2 55.8 -54.3 53.3= _52.6, 60 ft +53.6 +51.2 +49.8 +48. + EXTERIOR ZONOPRESSURES Mean DESIGN PRESSURES (PSF) - ZONE 5 f Tributary Area (Sq Ft) 3 eiih t 10 1 20 1 30 1 40 50 -53.6 -50.0 -47.9 -46.4 -45.2 &15 ft +40.1 +38.2 +37.2 +36.4 +35.9 -55.7 -52.0 -49.8 -48.2 -47.0 18 ft +41.6 +39.7 +38.6 +37.9 +37.3 -57.0 -53.1 -50.9 -49.3 -48.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 -59.7 -55.7 -53.3 -51.7 -50.4 25 ft +44.6 +42.6 +41.4 +40.6 +39.9 -62.1 -57.9 -55.4 -53.7 .4-- 30 ft +46.3 +44.3 +43.0 2441.S, -64.1 -59.8 -57.3 35 ft +47.9 +45.7 +44.5 + - - 42= -65.9 -61.5 -58.9 7. .6 40 ft +49.2 +47.0 +45.7 ' 4. „ 1_ -67.6 -63.0 -60.4 -58.5 - - 45 ft +50.5 +48.2 +46.9 +45.9 +45.2 -69.1 -64.4 -61.7 -59.8 -58.3 50 ft +51.6 +49.3 +47.9 +47.0 +46.2 -70.5 -65.8 -63.0 -61.0 -59.5 55 ft +524.7 +50.3 +48.9 +47.9 +47.1 -71.8 -67.0 -64.1 -62.1 -60.6 ft �' +53.6 +51.2 +49.8 +48.8 +48.0 EXPOSURE C ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING 9 IOR-(ZONE 4) URE BELOW LEFT OR INFOR ION PROVIDED Y- TH MRH 5 60' BASED ON Kd = 0.85 MRH = MEAN ROOF HEIGHT (SEE BELOW) OR EXTERIOR (ZONE 5) PER THE �\1.1. ANY QUESTIONABLE: OP�IE _ ,TOBE- ONSI D THE MORE CRITICAL (EXTERIOR) ZONE \[./IDENTIFY THE BUILDING M N.. VER _ TF,� T FROM THE LOWEST GROUND ELEVATION. IF YF MEAN ROOF HEIGHT CANNOT E.I_ fIED, T PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP RO�F y,EIG TO NE T LE VALUE. 2. VALID FOR ALL ROOF ES:_ FOIZySLO ES EE AN ENGINEER FOR REDUCTIONS. CALCULATE THE TRIBUTARYiSRE. - OPE IN IN U STION AS THE GREATER OF (HEIGHT WIDTH) OR THE SPAN LENGTH (HEIGHTf"_1A�VrifIVE WIDTH OF 1/3 THE HEIGHT (HEIGHT z / 3). 3.1. USE THE AREA BETWEEN STRUCTUIEWL' OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: l TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. /2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY & EXPOSURE SPECIFIED. NA 'WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS IN\2.THAN THE RATED LIMITING WIND VELOCITY ABOVE. i 3-TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpi=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS,01`91ESED HEREIN. 10. THIS SPECIFICATION DOES NOT- - FFER'A PROD 7 V CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH R LS FOR-DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO B� VERj��I _I 1ERE' ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT PR rid" DANCES. 12. NO CERTIFICATION IS OFFERED kOJ TH�+iALTEGRITY'QF„THE HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDED t EREu=t i-i jjppADDITI�bUtlb.••NtttA'L--CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. INTERIOR ZONE(4) EXTERIOR ZON Q C00 `PtErGHT EXPLAINED LEAST HORIZONTAL C Ln m In z 0 v m DIMENSION m D G)m 61 p m m G1 O, a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF M KROOF PEAK ROOF - z m O z C 3' >' 2 rii O HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 = m O Ll v ; -q _ = m A w m m X �l HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. p O n D Z v rn Z .. (n z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN m r 2 -i �0 m n m > m O REQUIRED. ROOF 2 5 ® = O Z O s 2 m n z-1 m- 3 MEAN EAVE HEIGHT 'T p 00 z m m 3 D m 0 "' D D a a ROOFO ROOF '_�-,>>z0_12vz_ M [) t t HEIGHT HEIGHT L• 1684 Fh opm Tr c H 9 s 4Hama O •Zr-z;o �1-YOz��C m • M 90 O btnymi A7 2•Lln mi 1? O /� 55 -4 z O •, Corn ,r z -d C7•c z U) 5 5 y a PLAN VIEW •4�z• �nmdy; Am m� 7e p z D a O� COMPLEX \� vTm ^rnA=rmm� z �-n (- ELEVATION ISOMETRIC CORNERS 5 5 p �° �' v •• ••• • ••• • • fA O o REMARKS GSS TSB DATE 6TH EDITION FLORIDA BUILDING'CODE � ' wzo D O INITISSUE GSS TSB 03/05/12 IPJEERIN m 3 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 '�' •' PF ESSO zREV 2014 FBC DGM TSB 06/10/15Q UPDATES, 2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE160 SW 12th AVENUE, SUITE 106DESIGN LOADS FOR COMPONENTS& CLADDING•• • • • �� I = MASTER PLAN SHEET • • • • ?E ESE cH, FL 33442 Gi THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, • • • P: (54) 354-0660b F: (954) 354-0443 vAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT E:T�4&CTH#9885 O a WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, 1 • • • • • • • • m 0 5 ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-10 �� •E: HELLS@NNGINEBRINGEXPRESS.COM p Z m f 16" v QPERMITTED AND INVALIDATE OUR CERTIFICATION. ENGINEERINGEXPRESS.COM n _< W m BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts I Publications 1 FBC Staff ! BCIS Site Map Links Search Product Approval �. •c.. USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL16708-R8 Revision 2017 Approved • • • • ••••• •••••• • • • • • • • •••••••• •• •• •••••• • • ••••• •••• • •• ••••• JELD-WEN •••••• ••• • ••i••� 3737 Lakeport Blvd •••••• •0 •••••• Klamath Falls, OR 97601 • (800)535-3936 • • • • fbcl@jeld-wen.com • • • • • • • • • • •••••• • • • • • •• • • •• • • Jason Kantola �•:••� fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden El Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Florida Licensed Professional Engineer or Architect FL16708 R8 Eouiv ASTM E84 Equivalency Letter SS 2017-08-31 IZ Method 1 Option D 10/02/2017 12/12/2017 12/18/2017 02/13/2018 • •••• •••••• Model, Number or Name I Description • • • • • • • • •••••• 16708.1 A Design Pro / Smooth Pro / Studio Single (X) Impact Opacfu �D (Yr 3-0 x00 :6-C prod 3-0 x-8-0• Fiberglass Inswing and Outswing I---.._..--- ---------- _._..... ...... _.._ .. --- - -. •_•-� •-•.••_•. •----• . _..._.... • • •-• . Limits of Use Installation Instructions••• •.; •..... Approved for use in HVHZ: Yes FL16708 R8 II A01087-1.A.X,•OPQ SS 2417-02-09.odf•• Approved for use outside HVHZ: Yes Verified By: Hermes F!Norfero, P.E. 73778 • Impact Resistant: Yes Created by Independent Third Party:liass • • • •• • • Design Pressure: N/A Evaluation Reports ; .0. • • • • Other: FL16708 R8 AE P R466S.1 SS 01:-110-117.n_df • • Created by Independent Third Party: v(6 • 16708.2 B Design Pro / Smooth Pro I Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Fiberglass Installation Instructions FL16708 R8 II A01087 A X. QL7 S 016-08 6.od Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R8 AE PER4438.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010873A XX OPO SS 2017 OZ 09 df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes ( Design Pressure: N/A Evaluation Reports Other FL16708 R8 AE PER4664.1 SS 2017-11-17 df Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Double (XX) Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 RE II A010874A XX. GLZ SS 2016-08-26.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4440.1 SS 2017-11-17.pddf Created by Independent Third Party: Yes 16708.5 m E Design Pro / Smooth Pro / Studio Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010875A OXO, OX OPO SS 2017-02-09.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes f _ 16708.E F Design Pro /Smooth Pro Fiberglass j Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R8 II A010876A OXO. OX GLZ SS 2016-08-26.�df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R8 AL PER4442.1 SS 2017-11-17.{Ldf Created by Independent Third Party: Yes i 16708.7 G Design Pro / Smooth Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL16708 R8 II A010877A OXXO. OXX OPO SS 2017-02- Yes 09, odf Verified By: Hermes F. Norero, P.E. 717.7" Created by Independent Third Party!Yes • Evaluation Reports e • • • FL16708 R8 AE PER4At.1 SS 201Z?11,1:.Dd • • Created by Independent T:Mf Party: Yes • • • • • • • • 16708.8 H Design Pro / Smooth Pro Double with sidelite(s) JXX,4/•O,XX/:?4X,O� Impact Glazed Fiberglass I Door 12-0 x 6-8 and 1240•x @-0 Insw#ng and Outsvoing • • _ Limits of Use Installation Instructions - Approved for use in HVHZ: Yes FL16708 R8 II A010$-78V)XXO, OXX GL`ZSS 20iS-•(i�• I Approved for use outside HVHZ: Yes 26. pd • • • • • • • • Impact Resistant: Yes Verified By: Hermes FNorero, P.E. ii377& • • • • 0 r • Design Pressure: N/A Created by IndependectThisd PartyyYes •• . • Other: Evaluation Reports • 00' ; • • • ; • • • • ; FL16708 R8 AE PER4444.1 SS 2019-&- Created by Independent Third Party: Yes The State of Florida is an AA/EEO employer. Sopyrioht 007- 013 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 berg_. Product Approval Accepts: eCk M Credit Card Safe //aA\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 April 27, 2015 398 E. Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com TO: Whom It May Concern FROM: Hermes F. Norero, P.E. 40660 Registered Florida Professional Engineer #73778; .' • • • • • • • • • • • ...... .. .. ...... MANUFACTURER: JELD-WEN, inc. •••:•• 3737 Lakeport Blvd. • • • • • • •••• .•• Klamath Falls, OR. 97601 ..:Go • Dear Sir (Madam), ;••;•; • • . . . . ...... To the best knowledge, tothe'currvt :•"•: of my the above -mentioned product conforms •• edition of the Florida Building Code. •••• Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, ``011111iiir,�,i 7 411 0.� L pP.4 ��/ONA ,E�`��. f1111 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.27 20:14:19-04'00' Hermes F. Norero, P.E. Florida Registered Professional Engineer #73778 Page 1 of 1 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization:29578 August 24, 2017 trel Whom It May Concern 398 E. Dania Beach. Blvd Suite 338 Dania Beach, Fl- 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com FROM: Hermes F. Norero, P.E. r••• Registered Florida Professional Engineer #73778 00*0 • *00000 • .. MANUFACTURER: Jeld-Wen •••:•• •• •• ••••// 3737 Lakeport Blvd. ' •Does ` ...... Klamath Falls OR 97601 • • • • • ••/••• ••• / •/•1• This document shall serve to state that Jeld-Wen products tested in accordance with ASTMT;42b5 as per the051h Edition:' Florida Building Code shall be qualified for the requirements of the 6th Edition Florida Build 0g EoJle. s 0 • •..0 .•/••. The testing on the products complies with the requirements specified within the ASTM E84%? standard, l%quiredvy �+ the 61h Edition Florida Building Code. This standard is listed under Chapter 35 of the current Florida Buildfr?gCode and titled "Standard Test Method for Surface Burning Characteristics of Building Materials". ASTM E84-13 has been reviewed and determined to be technically equivalent to ASTM E84-05. All test results meet or exceed requirements of the 6th Edition Florida Building Code. Respectfully submitted, F. 7�. 9 N C /� ••••••�� '• Digitally signed by Hermes F. Norero, P.E. NA i�«�� Reason: I am approving this document Date: 2017.08.31 09:51:27-04'00' Hermes Norero, P.E. Florida Registered Professional Engineer #73778 Certification of Independence: Please note that I do not have nor will I acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I do not have nor will I acquire a financial interest in any other entity involved in the approval process of the listed product(s). Page 1 of 1 JELBrWEN. WI-NDOWS &- DOORS DESIGN PRO / SMOOTH PRO FULL LITE IMPACT APPROVED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (F8C), INCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • TAS 201-94 • TAS 202-94 • TAS 203-94 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN GLASS, DECORATIVE, AND EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) LITES 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PSF. REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH> OH HEIGHT 15 2: 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B TYPICAL ELEVATIONS, DE51GN PRESSURES, AND GENERAL NOTES 2 B TYPICAL ANCHOR LAYOUTS AND NOTES 3 B OPTIONAL 2X BUCK ANCHORING DETAILS 4 B VERTICAL ASSEMBLIES 5 B HORIZONTAL ASSEMBLIES 6 B GLAZING DETAILS 7 B WOOD SUBSTRATES 8 B CONCRETE SUBSTRATES 9 B COMPONENTS & BILL OF MATERIALS 10 8 COMPONENTS 37 1/2" MAX. O.A. WIDTH G I s a � M 3 i b O m� a u Z v LL e ACTIVE o 2 ' 3 z 3 ? Q O 5 ® 3 s z z = O z 3 a 5 d a a TYP. ELEVATION 1 6'-R' 000R HEIGHT 6 7 4 9 a 9 4 4 E 37 112" MAX. TYP. ELEVATION 2 1 R'-0' DOOR H TI NOTE: DOORS SHOWN ABOVE MAY BE LEFT OR RIGHT HAND OPERATING DOORS. •• ••• • • • • • •• • •• • • • • ••• • MAX. OVERALL DESIGN PRESSURE (PSF) NOMINAL SIZE MISSILE CONFIGURATION IMPACT INSWING OUTSWING WI11IT61 el "HIT RATING • POS• POS. G. X '-Oi fi'-8" • �Se .65A• 65e� 1 & SMI X RADIUS - �� •6i` X 3'-0" 8'-0" 50A 50 SOA 50 LMI & SMI A: SEE GENERAL NOTE 7, SHEET 1, FOR WATER INFILTRATION APPROVED SILLS. B: DESIGN PRESSURE L"TiD Tit +/-50 6SF 141T%IUSF•04=jU VRDWA&E, ITEM N27 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PREPARED BY /r/6� \\),, BUILDING DROPS, INC. 394E �FEIIF RFAil181 �'D., STF. 33R . N REFCII. rL f 3lIJa 'a1lnSi1]ii i)RR W F3.,ww�.v buildinpd•pp;.con ti LLJ -o m W zH m0 ao l7 0 �Z oaf a W J o _ O Qcc g x I' N � Q Z Z m g 0 W Y F L at>LJ Qa Z -j W N I+M O} N F� I— � W H= a Fi REMARKS I BY1 DATE dd ADA sill, MP Luck, Radius LL. GL 6/23/14 Add GU Hardware I LS 8/24/16 Digitally signed by Hermes F. Norero. I Reason: I am approving this document Date: 2016.08.26 19:14:23 -04'00' DATE: 02.05.14 DWG. Y: I CHK. Y: GL TJM I SS MSS I SCALE: NTS DWG. a: A010872A SHEET: OF10 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED, ANCHOR TABLE 61" DOORS 0" DOORS ANCHOR TYPE ANCHOR SIZE SUBSTRATE MIN. EMBEDMENT MIN.EDG DISTANCI MAX. O.C. AAX. O.C. SPACING AT ACING AT JAMBS JAMBS WOOD SCREW 010 2X WOOD BUCK 1-1/2" 3/4"517-1/2"17-1/4" -1/4" OR FRAMING ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" -1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" - CONC. 1" 1-1/4" - CMU ITW TAPCON 3 16" CONCRETE CMU 1-1/4" 1".3/8" 82 2- R9 X 2 1/2" PFH SCREWS DETAIL D2 2- s9 X 2 1/2" PFH TYP. HOPPE/GU PFH SCREWS MULTI -POINT SHOOT BOLT ^• PLATE LOCATION V•• DETAIL B2 (RH PLATE SHOWN) TYP. HOPPE/GU 1- BOTTOM SHOOT D2 MULTI -POINT SHOOT BOLT BOLT PLATE PLATE LOCATION SILL SECTION VIEW (.-\ HEAD SECTION VIEW INSWINGSHOWN OUTS -SIMILAR Z INSWINGSNOWN OUTSWINGSIMILAN SEE DETAIL - SEE DETAIL DE 37 1/2" MAX. O.A. WIDTH 3" TYP-. — C2 C2 3"11TYP. r� F x L7 w m m < s ¢ z�LL 9 C) h Z a oz N O Z II liz 11 1 � VP. ANCHOR LAYOUT NOTE: NO ANCHORS REQUIRED AT THE SILL FOR SINGLE DOORS (X) ONLY. •• ••• • •• •• ••• • • • • •• • • • • • ••• • • • •• • •• • • ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PREPARED BY: ' BUILDING DROPS, INC. 3Js E. DANIA SI ACII EI VD, STE. 3?3 A 1.11 f ll:(9Sf1399Fi>8 fa} 1?Sal�.l�.r]3a WLa: www.buile•nxe,op,.con L LA Lu F- S Z > m $ CL 0 Q W LL d =s Ln 3�= ~ 4 ~ O < a W O M g U Q O\4 a= � m (Sa U w Z „ � Q r W; u d ~7 REMARKS BY DA- Ldd ADA sill, MP Luck, Radius LL. GL /2: Adtl GU Hardware LS 8/21 ,11111IlJJJJ DATE: 02.05.14 1 GL/TJM I SS/IV SCALE: NTS DWG. a: A010872A SHEET: C 2 . . . . . . .• .. . . . ... . . . ... . .. .. 0 11 1 \ INTERIOR EXTERIOR (—J--� OPERABLE HEAD 4 OUTSWING SHOWN - INSWING SIMILAR INTERIOR Q10 EXTERIOR OPERABLE ADA SILL 4 INSWING/OUTSWING ENDURA HC15000 11 B INTERIOR EXTERIOR io OPERABLE SILL 4 OUTSWING OPTIONAL AFCO A-117 EXTERIOR 4 I OPERABLE SILL 4 INSWING ENDURA ZAIL4565F w OPERABLE SILL 4 INSWING AFCO A-276/P-2000 11 9 INTERIOR EXTERIOR f OPERABLE SILL 4 OUTSWING OPTIONAL ENDURA ZOBL4565F 11 5 INTERIOR / EXTERIOR 1^ Q OPERABLE SILL '\A OUTSWING AFCO J-2297 11 7 INTERIOR EXTERIOR �T' O —Ifl- O r7--� OPERABLE SILL \\A OUTSWING OPTIONAL AFCO H-497 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .. ... . ••. . . . 0.. . . • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• go: ••• • • • • ••• 0 PREPARED BY 1r1o,^—)\\\ BUILDING DROPS, INC. 399E. DAN'A BEACH —D.. STE. 338 ;1— MACI3.1'I. 31UUA rle (Bsa uo-3.xnn CAI I-1]i4. — wF3x.. UUNdinxdrou:.:o.n W ,o m N Q O W Fn o Dim 4 > W w LL _ Cc DO m Q = O`t Lu mg� Sc U v) y oa Q J �yr G Q O W K y O > �x w s F �DA sill, MP lock, Radius LL' GL I06/23/14I Add GU Hardware LS 8f24/16 vAVtmrw0,A CONMNIa MH-llNG O R0711ER A.MNG ON3,AODItpNS, HNSHt1N TING.ONU111Ex MM.tINGS rO YNIS WCI3MEN1 AI!E NOi V•ENMIYLkU nM1'U al�OAtF OUR CtxtIEKATION. DATE: 02.05.14 GL/TJM SS�NISS SCALE: NTS DWG. a: A010872A SHEET: OF10 INTERIOR HINGE SCHEDULE DOOR HEIGHT QUANTITY 6' 8" 3 8' 0" 4 INTERIOR 1- 119 X 2-1/2" PHILLIPS \ FLATHEAD WOOD SCREW 3-#9 X 3/4" PHILLIPS O FLATHEAD WOOD SCREWS EXTERIOR EXTERIOR 4- #9 PHILLIPS FLATHEAD WOOD SCREWS 17 USE 3/4" LENGTH FOR 6'-8" DOORS USE 1" LENGTH FOR 8'-0" DOORS LOCK JAMB HINGE JAMB '--5j OUTSWING SHOWN -INSWING SIMILAR 5 OUTSWING SHOWN -INSWING SIMILAR HOPPE 13 - #8 X 1 3/8" PFH (6'-8" UNITS) 9 - #9 X 1 3/4" PFH HOPPE 15 - #8 X 1 3/8" PFH (8'-O" UNITS) 3 - #8 X 2' PFH COMES W/ HARDWARE 8 -#9 X 2 1/2" PFH W/ HARDWARE W/ STRIKE HARDWARE GU W/ STRIKE HARDWARE (6'-8" & 8'-0" UNITS) 1- MPL STRIKE PLATE 12 - #8 X 1 1/2" PFH (6'-8" UNITS) 4- MPL STRIKE PLATES GU 14 - #8 X 1 1/2" PFH (8--0" UNITS) 2 - #9 X 5/8" PFH 21 20 W/ STRIKE HARDWARE HINGE DETAIL AT JAMB: PLACE #9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP EXTERIOR t- , INTERIOR ro MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR ROCKWELL HARDWARE EXTERIOR INTERIOR MULTI -POINT LOCK JAMB 5 OUTSWING SHOWN - INSWING SIMILAR HOPPE/GU HARDWARE 3 - 48 X 1 1/2" PFH 1-REINFORCEMENT SHOOT STRIP 0_ Y i , gp� _ 1 GU MULTI -POINT LOCK 5 TOP/BOTTOM REINF. PLATE -ACTIVE PANEL ONLY 4 - #8 X 1 3/8" PFH 1 - REINFORCEMENT PLATE —� o HOPPE #2512296 0 o • •• • • • • •• • •• ••• liCFPPE•MULTI-POINT LOCK 5 TOP REINFORCEMENT PLATE - ACTIVE PANEL ONLY •• ••• • ••• • • PREPARED BY: //r(l3\)l\l\ BUILDING DROPS, INC. 3^B E. —41A BEACH 3tVD.. STE. 338 DAf`IIA:—CI,, 4 ]31M3C PH I85a11?}p.l]B FAM 11141 A)1R WBB: •.vw-.v.Bui!dirRd•oD;.co•r. y o� kf O mp m Q 00 a e a K J � = FI- El. OQ'n Lu m� 5 �v Q a (7 ° Z 1- a— Z N Z« C)g w w � a w,- REMARKS I BY DATE dd ADA sill, MP Link, Radius tt. GL G/23/14 Arid GU Hardware IS R/2d/1G DATE: 02.05.14 DWG. Y: I CHK. Y: GL T1M SS/MSS SCALE: NTS DwG. #: A010872A .••.... 5 hl . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1" MAX. 1/2" AIRSPACE INTERIOR EXTERIOR 1/8" ANNEALED GLASS z 0.090"SOLUTIA PVB INTERLAY m 1/8" TEMPERED GLASS DOW 1199 SILICONE DOW 995 SILICONE 22 REDI-SEAL DOW 1199 SILICONE 1�6'-8" GLAZING DETAIL 1 201/2" MAX. D.L.O. WIDTH 621/2" MAX. D.L.O. HEIGHT 1/2" AIRSPACE INTERIOR F/8" TERIOR -1/8" ANNEALED GLASS SOLUTIA PVB INTERLAYER z' � �Q F m TEMPERED GLASS 995 SILICONE � REDI-SEAL tom'-0" GLAZING DETAIL 6 201/2" MAX. D.L.O. WIDTH 78 1/2" MAX. D.L.O. HEIGHT 1/2" AIRSPACE 1 MAX. 1/2" AIRSPACE INTERIOR EXTERIOR INTERIOR EXTERIOR 1/8" ANNEALED GLASS 1/8" ANNEALED GLASS 0.090" SOLUTIA PVB INTERLAYER z m 0.090" SGP INTERLAYER rn 1/8" TEMPERED GLASS z m BY DUPONT a N 1/8" TEMPERED GLASS N� DOW 995 SILICONE a—DOW 995 SILICONE .. 23 t� FLUSH GLAZE DETAIL 237/8" MAX. D.L.O. WIDTH 78 7/8" MAX. D.L.O. HEIGHT — DO W 995 SILICONE GLAZING DETAIL 1,6 f FOR OVAL, SUNBURST, AND ROUND TOPS IN 6'8" UNITS AT DP+/- 65 PSF ONLY •• ••• • • • • • •• • •• • • • • ••• • NOTE: • • • • • • • • • • • • • • • • • FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS • • •• BETWEEN GLASS, DECORATIVE, EXTERNAL WROUGHT IRON AND RADIUS ARE APPROVED IN ALL GLAZING DETAILS SHOWN ABOVE. •• ••• • ••• • • • • •• • • • • • • • ••• • • • • ••• • A. • • ••• • • • • • • • • • • • • • •• •• • • • •• •• PREPARED BY: " //01\\\ BUILDING DROPS, INC. 399 E. DAN!A BEACH BLVD, STE, MS R3u9a rak195a1)aa A)1R W EA'. ww•x Duildl"Rd'nV-_.on W F• . p m � p a 4 Q W Q ^ a = LL U Ln x [D O °- 5 V) a - z: o 0 W � Q � w- F ►-1 REMARKS I BY DA Ad ADA sill, MP Wck, Radius LL I GL 6/2 Add GIIHardware LS 8/2 wnD SHI t nor BE: RERRCDUDED (IW HOLE oB IARI mwur W IDTRN CONRRHT x R— Nc D-5. INC. a.rcR.,r,unS, aourTloRs. Hwrwwnnnc, on o3rnB nRRwn ro nEn oonnnEnr AnE «<3r nBBa*reunxu %t`ttiiLLillf/// DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SS/MSS SCALE: NTS DWG. u: Ani n5t7) A A MIN. EDGE DIST. SEE TABLE SHEET 2 ow C w J 2X WOOD BUCK Z_DO �w E> c � n WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) 7/ OUTSWINGSHOWN- INSWINGSIMILAR lei ►F��o�-�� I OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO J-2297 ILILUM WOOD BUCK OPERABLE SILL 7 OUTSWING - NO ANCHOR REQUIRED AFCO A-117 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 2X WOOD BUCK NN I WOOD ANCHOR o F SEE TABLE ON SHEET 2 E> 0.28" MAX. SHIM MIN. EMBED. SEE TABLE SHEET 2 SILICONE `2X WOOD BUCK JAMB (TYPICAL) OPERABLE SILL 7 OUTSWING SHOWN - INSWING SIMILAR 7 INSWING - NO ANCHOR REQUIRED ENOURA ZAIL4565F SILICONE SILICONE 2X WOOD BUCK 2X WOOD BUCK OPERABLE SILL OPERABLE SILL 7 INSWING - NO ANCHOR REQUIRED 7 OUTSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 AFCO H-497 C� SILICONE SILICONE 2X WOOD BUCK • • • • • • -X'%-D BUCK g OPERABLE SILL _ 7 OUTSWING - NO ANCHOR REQUIRED ENDURA ZOBL4565F 1 -OPERABLE AUA SI4 . 71V'WIN /OUTSWING:NO eHORREQUIRED• • • • 6NDUV HCI � • • • ••• • • • • ••• • PREPARED BY: n BUILDING DROPS, INC. 3?B E. DAN:P BEACH ftl V.�.. 5'E. 338 anwn l+EnaJ. �:. 3-ia�i rn. �?snLlonRna EAklnSil]Ji J)3R wEB. w»�.vmiemnRd•w;.cu•n Ln w Q I- I - En 6] Ln 0 H i Ad ADA Sill, MP Lock, Radius LL GL /2: Add GU Hardware LS 8/2, U O UC WIND SHALL NOT BE CONSENT BUILD DWHOLE ON 1. -RATWITHOUT DNS, AD CONSENT p� gC IDING D R MI �i 5, ADDrtION1.'lIOI4iGN*INO, ON OIiM raAR.,�rs°�.NDD�„MEN oE. ``1111111111/j7 i v TA( a Al. NO 11 DATE: 02.05.14 DWG. Y: CHK. Y: GL/TJM I SS/MSS SCALE: NTS DWG. P: A010872A SHEET: OF 10 7 • •• •• • • • •• •• ••• • • • ••• • • MIN. lx WOOD BUCK EDGE DIST. w (OPTIONAL) SEE TABLE SHEET 2 N 4• . vWsi z o w CONCRETE ANCHOR SEE TABLE ON SHEET 2 w CONCRETE/ w J MASONRY / z a BY OTHERS ED I WOOD BUCK (OPTIONAL) .. o o<, CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) 8 OUTSWING SHOWN - INSWING SIMILAR SILICONE d d. 4 d 4 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 8 OUTSWING - NO ANCHOR REQUIRED AFCOJ-2297 SILICONE d d 4 d 4 CONCRETE/ MASONRY BY OTHERS OPERABLE SILL OUTSWING - NO ANCHOR REQUIRED AFCO A-117 E> OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. SILICONE l�r CONCRETE/ MASONRY BY OTHERS MAX, I-}-- MAx. SHIM CONCRETE/MASONRY BY OTHERS MIN. EMBED. SEE TABLE SHEET 2 JAMB (TYPICAL) OPERABLE SILL OUTSWING SHOWN - INSWING SIMILAR 8 INSWING - NO ANCHOR REQUIRED ENDURA ZAIL4565F SILICONE d d 4 d a CC IM, BY [� OPERABLE SILL 8 INSWING - NO ANCHOR REQUIRED AFCO A-276/P-2000 SILICONE d d 4 d O CONCRETE/ MASONRY BY OTHERS OPERABLE SILL 8 OUTSWING - NO ANCHOR REQUIRED AFCO H-497 SILICONE SILICONE [4 4 . • • • •4 • • • :d �. • • •d CONCRETE/ • • •. . . . • • •' • CONCRETE/ MASONRY • • • • • 0 • • • MASONRY BY OTHERS BY OTHERS (� OPERABLE SILL 1�OPERABLE SILL 8 OUTSWING - NO ANCHOR REQUIRED • • :8 OUTSWWG/jj WING - N0jkNCHOR REQUIRED ENDURA ZOBL4565F • • ENDIiRA HCIWVDO • • do • . • . . .. . . . . . • • ••• • ••• •. ••• • • • • ••• • • • •• •• • • • •• •• PREPARED BY n BUILDING DROPS, INC. 399 E. DANIA BEACH BI VD., STE, 33A 0AILABLACH . 10. 195413M F3Jq FAX 1 S4 744 1738 w a .Hann a oPs co,. m rn o j N w ELI� Fo„ o m ~ W cL a an O� Fes— 2 U � Q4 t/1 a Lu z: cc W' L� Uy"L Z W>< r= ti REMARKS BY DATE dd ADA sill, MP Lock, Radius LL GL 6/23/14 Add GU Hardware LS R/M/16 AND Stull. NOT BE REVROOUCEU IN WHOLE OR 'All �JTwm wanes T,0NSI or LIGHT r, Dgays, rvc. A4MOON5,ADDITIONS, 1ARE W11," Oq D'D fl mnxxiHcs ;D - I DATE DOE, 1 ARE Har vtxmnrED AND oATT; aIR EERn:rnnr,H. ` DATE: 02.05.14 DWG. Y: I CHK. Y: GL TJM 1 SS MSS _...._......_........-- SCALE: NTS DWG. m: A010872A SHEET: OF10 8 20 ROCKWELL MULT-POINT LOCK O 0 0 O 0 0@00 ° D O ^^ O cD o 0 ° 0 no 0 O o n u Q. p 0 HANDLE HEIGHT a (=>o D O 0 ° 0 0 e O .79" 21 HOPPE MULT-POINT LOCK W/ SILL SHOOT BOLT PLATE #2098911 O� HANDLE I HEIGHT aG o O K. 1 0 O 1 n 0 0 0.63" --1 1.65" 1— 27 GU SECURY S-BOLT MULTI POINT T If .• ... . ... • . V. • • • • • • . . ... . ... . . ..... . ... . •• .. . . • .. •• .... . . ... • • PREPARED BY: BUILDING DROPS, INC. 398 E. DAN!A 8EACN BI VD.. STE. 338 iA BEAfII. Et 3301a rN. l9sar3^�xalx -AX InSanaa +)38 WEB' www.Duib�r8d�or:.o!n W J W M ry O o O a j N � 0 er cQc G W Cl. LL a 5<- pa � m<aLL C) 5 �v m l7 H W� W o W z) o k-�z O F U REMARKS I BYJ DA fdd ADA sill, MP Luck, Radius Lt. GL 6/2. Add GU Hardware I LS 8/2 D3«AU Nar Bf frxcoucEo rN —11 Da —v CONSENT Dn BNnD.NG Dons, INC A� krN ATIDNS. ADWlIONS, rliGinIGNTING. CR C1rrfB ranBaiNr, vusDnTE ala unn:rcmrxExMrTnonuD \\1111111111 DATE: 02.05.14 DWG. Y: CHK. Y: GL TJM SS MSS SCALE: NTS DWG. u: A010872A 10 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product Evaluation Report Of 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@ buildingdrops.com JELD-WEN, inc. Design Pro / Smooth Pro Fiberglass Impact Approved Glazed Doors .... 40 For use in the High Velocity Hurricane Zone (HV.yo ...... ..... .. for ...... • . ....:00 00...... Florida Product Approval ••;••; •••• . ..:... .. .. .. ...... Report No. 4438.1 ' : ...... .. Current Florida Building Code :.". . • ... Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-0" X 6'-8" (Nominal) 3'-0" X 8'0' (Nominal) Prepared for: .IELD-WEN, inc, 3737 Lakeport Bled, Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date:11/15/2017 Contents: Evaluation Report Pages 1-4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2017.11.17 10:27:09-05'00' F. O �O 7 ' Hermes'd!Mdl��o, P.E. Florida No. 73778 BUILDING DROPS Date: 11/15/2017 A Perfect Solution in Every Drop! Report No: 4438.1 Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro Fiberglass • Impact Approved Glazed Doors • .... ...... For use in the High Velocity Hurricane Zone (HVHZ) • • 3'-0" X 6'-8" (Nominal) "•'•• •• •• •..... 3'-0" X 8'-0" (Nominal) ...... • .... ...... .... . .. ..... Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL*7:;;18) for JEL60iNEN 1Rt0 based on Method id of the Florida Department of Business and Profess;dPlZraegulatiort - Florida • • Building Commission. ,•00:• •••••• . . . Oo Hermes F. Norero, P.E. does not have nor will acquire financial interest in the comp2giy. • manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010872, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010872 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions A010872 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Date: 11/15/2017 Report No: 4438.1 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: •„• �•��•"�:' 1. Product Testing performed by National Certified•Tesking La59gJ nes (FBC Organization # TST1589) . •. • • • Report# ReportAtle`. ;•, •, ••�� NCTL-210-3924-01 12/18/;1* * � � "• � � � � � NCTL-210-3925-03 02/07/�•„• ji � • � , •00 NCTL-210-3916-02 w/ addendum 06/10/,1 .... 0 • NCTL-210-3930-01 02/24A4 • .... % NCTL-210-3930-02 03/10A4 .'. TAS Report Engineer of Record: Gerard J. Ferrara,'P.E* • • : • .". Report # Report Date: SJW2013-194-TAS w/ addendum 06/10/14 SJ W 2013-208-TAS 11/13/13 TAS Report Engineer of Record: Kevin P. Tyra, P.E. Report # Report Date: SJW2013-230 11/26/13 SJ W 2013-231 12/03/13 SJ W 2013-251 12/23/13 SJW2013-252 12/23/13 SJW2013-253 12/23/13 SJ W 2014-032 04/22/ 14 SJ W 2014-073 06/26/14 SJ W 2014-077 06/27/14 SJ W 2014-072 06/27/14 SJW 2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. Report # Report Date: SJW2016-006 02/22/16 TAS Report Engineer of Record: Harold E. Rupp, P.E. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 //Q,\\ BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Installation: 2. Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) Date: 11/15/2017 Report No: 4438.1 Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC,jki r�•• •....' ..•••• Element Materials Technology " ' • • • ; • ASTM D635 ASTM D638 ASTM D1929 ASTM D•2Y&, •ASTM G 15S' ...... Report#: ESP010982P Report Date: 02/26/13 ••••5. •• �• �....: .... . .. ..... Material Certifications .•••• Miami -Dade County RER — Product Control SeCtfofl40A •• ••.... Current NOA for Solutia PVB Interlayer (Saflex 5' E3?trnan Chei%cal Co.) % Current NOA for SGP Interlayer by DuPont (SegryGl�s by Kprarey►Americaj'** . . Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or %" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010872) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (A010872) for design pressures based on size & configuration of door units. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4