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HomeMy WebLinkAbout2414 Palmetto AveCITY OF '$ `. x '. ' .; Building & Fire Prevention Division SANVORDAPR k PERMIT APPLICATION % ' FIRE DEPARTMENTp" yl u Application Y., Documented Construction Value: $ 5500.00 JobJAddress: 2414 PALMETTO AVE SANFORD, FL 32771-4400 Historic District: Yes❑NoFvl Parcel ID: 36-19-30-541-0000-0540 Residential Commercial❑ Type of Work: New[] Addition❑ Alteration❑ Repair Demo ❑ Change of Use❑ Move❑ Description of Work: Repairs to home after fire and mitigation. Includes replacing insulation, drywall, sliding patio door, and paint Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name WALLACE, PHYLLIS D Phone: 1-321-512-9685 Street: 2414 PALMETTO AVE City, State Zip: SANFORD, FL 32771-4400 Name BAXTER RESTORATION Street: 1106 W CENTRAL BLVD Resident of property? : Contractor Information City, State Zip: ORLANDO, FL, 32805 Name: Street: City, St, Zip: Bonding Company: Address: YES Phone: 407-423-5553 Fax: 407-423-5554 State License No.: 1514462 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6th Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application NOTICE: In addition to the requirements of this permit, there may be .additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con truction and z mg. - y Signature of Owner/Agent Date Signatukriolf Contractor/Agent Date Print Owner/ ent's Name Print Contractor/Agent's Name �3 0 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date WOO dg Notary Public State of Florida Notary Public State of Florida Matthew E Stott lemyer Matthew E Stottlemyer My Commission GG 182002 t My Commission GG 182002 Expires 02/01/2022 expires 02/ O o l o o Me or Contrac or Ag n 1 e Me or Produced ID Type of ID Produced ID o BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Gr&I.12 .M COMMENTS: Revised: January 1, 2018 Permit Application REQUMEIID HgSPEcCTICON' SEQUEN CIE Hlpff- 19C _ 1 L q C i )�i1 11Q!IDI�IQ¢IElf�l�r1C1� 1� l IlIIn l ��C Jfus ec b n IlDescrfl ltion. a Footer / Setback Stemwall Foundation / Form Board..'Survey Slab /*1Vrono Slab. Pt. ep our Lintel /Tie Beam / FiII /Down- Cell Sheathing— Walls- Sheathing— Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern z�v Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building - low Final Door Final Window - Final S creen. Ro om Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Residence Final. Building. Other Address: 7- -I I A-/ f9-ft n %,V-D ��.��'1f.3'JL�;IG�I2rlEQ�Lg'V➢:'1C ..:. .. , ._ ,..:.. ... .:. Min Max Hn§ ecdonn.IlDescrnption Electric. Underground Footer /' Slab Steel. Bond Electric Rough T.U.G. Pre -Power Final Electric Final `Mri.>�SIII{Yi..I'Y3i�Y�.Tr4 i�� K MIN 2`t,:ii'rG�:S-^�,' '�, t d: "c..• min Mpg tm ][ns2ectAonn Descrnf� �®nn Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final _. III I II\ II \I III I;\III Will I\ Im lnr Ilmm IUI �IIlnllmw —�Mechanical Rough .�.[� � i1.j y���• ,•F. t :IGa• • _.... _ � � � 1.214.. ti �..• �n �w I r/ tRer n°��..y�(y'..t��rcr11��..��yyy��. qq��:��J�i 5`l kfai .J[[i. dr +.jjtt �c��y�•,. _,,�' �✓l,}iP+ ' I III _I'x I ..I \ III III i l I I IU III ID 1' l I I III I I �I� III Gas derground - •. ' REVISED: June 2914 SCPA Parcel View: 36-19-30-541-0000-0540 Page 1 of 2 County GIS http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=36193054100000540 4/17/2018 _ Contract for Restoration/Repair RAXTER RESTORATION cleonig and reconstruction services Client(s)-PIJI . Ld11 A1iG%t.L,Home Phone: `�V z!> — 04 gV Street Address: c�94/9 5. V�It,.ylf-t7� �✓, r� Work Phone: City: Stater[_ Zip: 32� 7I Email: 5775 t k)fi 465 �A,461 . COY Mailing Address: ':::�AAAI;:-- L4-5 Insurance Carrier: 5T. —JoaNS Claim # j$20/ /yQ Policy: 5'- S Di Tq 2$ I, , : C�authorize Baxter Restoration to complete all work requested at the property stated above. This work authorization, along with approved estimate(s), supplements and change orders shall constitute a contractual agreement between the above client and Baxter Restoration. I understand that Baxter Restoration has no affiliation with the insurer or adjuster representing this settlement, and that I alone have the authority to authorized Baxter Restoration to make the approved repairs I understand that Baxter Restoration may, at its discretion, wait to start reconstruction projects over $2,500 until insurance proceeds are received. Additionally, Baxter Restoration may, at its discretion, require payment of any deductible prior to the commencement of work. I agree that any additional work and/or upgrades that is not covered by my insurance policy must be paid by the Policy Holder(s) and/or Property Owner(s) upon completion of work. I authorize my mortgage company, , to protect the interest of Baxter Restoration when handling funds associated with the repairs as set forth within this contract. I authorize my insurance company, , to make payments directly to Baxter Restoration for services performed per approved estimate and supplements. In the event that my insurance company issues a "joint check", I will properly endorse the check and forward to Baxter Restoration. Should repairs warrant draws, a series of payments to complete the project; Baxter Restoration will prepare a draw schedule. Baxter Restoration requests disbursement of draws as follows: I agree to pay fifty percent (50%) of the total cost of the project upon receipt of the insurance proceeds. I will make one final payment upon completion of the work. I agree that any payments not made in accordance with an agreed schedule will be considered delinquent after ten days. I agree to pay 1.5% interest per month on the unpaid balance until all charges have been paid in full. Any action to construe or enforce the terms hereof must be brought in Orange County, Florida in a state or federal court of competent jurisdiction or, at the sole option of Baxter Restoration, before the American Arbitration Association in accordance with the construction industry arbitration rules. The prevailing party shall be entitled to attorney's_fees, including on appeal. Baxter Restoration agrees to warrant work for one year (with exception of manufacturer's extended warranties on materials) from the date of substantial completion from defects in materials and workmanship. Due to the nature of the work, no completion date will be specified. No verbal agreements are binding to Baxter Restoration. Signatures Owner Owner Baxter Date Date Date���! o 1106 W Central Blvd Orlando, FL 32805 Phone: 1-888-814-2757 CGC#1514462 "Im M-1 !e-A!,A4 Contract for Restoration/Repair BAXTER RESTORATION cleaning and reconstruction services Clients)-e-P0, / t L=� I A I axw1cc— Home Phone: . 23 — 04 954 Street Address: J . /4LMer-lo Aje,� Work Phone: S21 —4 12---16!W City: State: (_ Zip:Emai1: 1--0&4 6 6 kw41L, co Mailing Address: ,A-� /! JC Insurance Carrier: 5rT. �coaNS Claim#',57 /220/ /yg Policy: I, f C�authorize Baxter Restoration to complete all work requested at the property stated above. This work authorization, along with approved estimate(s), supplements and change orders shall constitute a contractual agreement between the above client and Baxter Restoration. I understand that Baxter Restoration has no affiliation with the insurer or adjuster representing this settlement, and that I alone have the authority to authorized Baxter Restoration to make the approved repairs I understand that Baxter Restoration may, at its discretion, wait to start reconstruction projects over $2,500 until insurance proceeds are received. Additionally, Baxter Restoration may, at its discretion, require payment of any deductible prior to the commencement of work. I agree that any additional work and/or upgrades that is not covered by my insurance policy must be paid by the Policy Holder(s) and/or Property Owner(s) upon completion of work. I authorize my mortgage company, , to protect the interest of Baxter Restoration when handling funds associated with the repairs as set forth within this contract. I authorize my insurance company, , to make payments directly to Baxter Restoration for services performed per approved estimate and supplements. In the event that my insurance company issues a "joint check", I will properly endorse the check and forward to Baxter Restoration. Should repairs warrant draws, a series of payments to complete the project; Baxter Restoration will prepare a draw schedule. Baxter Restoration requests disbursement of draws as follows: I agree to pay fifty percent (50%) of the total cost of the project upon receipt of the insurance proceeds. I will make one final payment upon completion of the work. I agree that any payments not made in accordance with an agreed schedule will be considered delinquent after ten days. I agree to pay 1.5% interest per month on the unpaid balance until all charges have been paid in full. Any action to construe or enforce the terms hereof must be brought in Orange County, Florida in a state or federal court of competent jurisdiction or, at the sole option of Baxter Restoration, before the American Arbitration Association in accordance with the construction industry arbitration rules. The prevailing party shall be entitled to attorney's_fees, including on appeal. Baxter Restoration agrees to warrant work for one year (with exception of manufacturer's extended warranties on materials) from the date of substantial completion from defects in materials and workmanship. Due to the nature of the work, no completion date Will be specified. No verbal agreements are binding to Baxter Restoration. Signatures Owner `� 'i'�°`-�� Date 3 Z !P Owner Baxter Date Date / O 1106 W Central Blvd Orlando, FL 32805 Phone: 1-888-814-2757 CGC#1514462 r Inc#FR-2018-03-0160 Date: 3/1/20 EMS ID: 5905; FDID: 17012 Fire Report Incident EmergencypRo By Oowa*dSystem Irde rvSoaM, W. Sanford Fire Department 1303 William Clark AveSanford, FL 32771 Phone: (407) 688-5047 xident Date: 03/01/2018 19:38:40 Incident Number: FR-2018-03-0160 [cident Location: 2414 PALMETTO AVE SANFORD \TGINE 31; Shift: A JCIDENT #: FR-2018-03-0160 EXPOSURE #: 000 JCIDENT LOCATION: 2414 PALMETTO AVE SANFORD, FL ensus Tract: 203.01 4CIDENT TYPE: 111 Building fire. Excludes confined fires. LARK 03/01/201819:38:40 ISPATCH: 03/01/2018 19:38:55 N ROUTE: 03/01/201819:40:44 [RST RESPONDER ARRIVES: 03/01/201819:45:01 RRIVAL : 03/01/2018 19:45:32 LAST UNIT CLEARED:03/01/2018 21:42:45 ACTION TAKEN:11 Extinguish; 73 Provide manpower; LOSS [Property:$20000 Contents:$5000] RESPONDING UNITS: Suppression [Apparatus:3 Personnel:9] EMS [Apparatus:2 Personnel:41 Other [Apparatus:0 Personnel:0] DETECTOR ALERTED OCCUPANTS: Yes HAZMAT RELEASE: N None MIXED PROPERTY USE: NN Not Mixed PROPERTY USE: 419 1 or 2 family dwelling 2 Automatic aid received Zone Responded to: 311 Lead Crew Member: AUBUCHON, DANIEL EMT -Basic (JT083744) Crew Member 2: CARTER, NICHOLAS EMT -Basic (303278) Crew Member 3: NORSEN, ROBERT EMT -Basic (EMT556887) Eire Details INVOLVED: Living Units:1 Buildings:1 SIGNIFICANT ONSITE PRODUCTS: None OF FIRE ORIGIN: 20 Function area, other Printed Bv: TRELOAR, SHAWN ... Printed: 03/29/2018 Page 1 of 3 Inc#FR-2018-03-0160 Date: 3/1/20... EMS ID: 5905; FDID: 17012 Fire Report EAT SOURCE: UU Undetermined ITEM FIRST IGNITED: UU Undetermined IRE CONFINED TO OBJECT OF ORIGIN: No TYPE MATERIAL IGNITED: 71 Fabric, fiber, cotton, blends, rayon, wool CAUSE OF IGNITION: 2 Unintentional ACTORS CONTRIB. TO IGNITION: None HUMAN FACTORS CONTRIBUTING: N None IRE SUPPRESSION FACTORS: None QUIPMENT INVOLVED IN IGNITION: None OBILE PROPERTY INVOLVED: None Narrative 31 responded to a structure fire. U/A we found heavy smoke showing. E41 arrived on scene and pulled their 1 3/4" line. Fire was extinguished by E41. No fire extension or further azard. E31 assisted units on scene with manpower. Occupants were left with red cross. Structure STRUCTURE TYPE: 1 Enclosed building UILDING STATUS: 2 In normal use TORIES: t or above Grade:1 Below Grade:0 Original LAME DAMAGE PERCENTAGE: 25:125 to 49:0 50 to 75:0 >75:0 IRE SPREAD: 2 Confined to Room of Origin ITEM CONT. MOST TO FLAME SPREAD: 21 Upholstered sofa, chair, vehicle seats TYPE MATERIAL CONT. MOST TO FLAME SPREAD: 71 Fabric, fiber, cotton, blends, rayon, wool AIN FLOOR SIZE: DETECTORS: 1 Smoke, U Undetermined, U Undetermined UTOMATIC EXT. SYSTEM: None �nvolved Owner Responding Units Apparatus: TOWER 31, Dispatched: 03/01/2018 19:38:55, En route: 03/01/2018.19:40:42, Arrival: 03/01/201819:46:19, Available: 03/01/2018 21:18:46 Apparatus: ENGINE 32, Dispatched: 03/01/2018 19:38:55, En route: 03/01/2018 19:39:48, Arrival: 03/01/201819:45:12, Available: 03/01/2018 20:32:52 Apparatus: RESCUE 31, Dispatched: 03/01/2018 19:38:55, En route: 03/01/201819:39:54, Arrival: 03/01/201819:45:01, Available: 03/01/2018 20:16:38 Apparatus: E41, Dispatched: 03/01/2018 19:38:55, En route: 03/01/201819:40:27, Available: 3/01/2018 20:51:46 Apparatus: BATTALION 31, Dispatched: 03/01/201819:38:56, En route: 03/01/2018 19:40:06, rrival: 03/01/201819:46:11, Available: 03/01/2018 21:08:21 Pri„tarl Rv• TT? PT r)AP QPTAAATNT R Parra '? of'l Inc#FR-2018-03-0160 Date: 3/1/20... EMS ID: 5905; FDID: 17012 Fire Report Apparatus: BC4, Dispatched: 03/01/201819:38:56, En route: 03/01/201819:40:47, Arrival: 3/01/2018 19:46:06, Available: 03/01/2018 20:26:14 Apparatus: TECH1, Dispatched: 03/01/201819:48:07, En route: 03/01/201819:48:09, Arrival: 3/01/201819:54:59, Available: 03/01/2018 20:19:06 Apparatus: D1, Dispatched: 03/01/201819:57:53, En route: 03/01/201819:57:56, Arrival: 3/01/2018 19:57:58, Available: 03/01/2018 20:26:14 �ocal Attachments 9 R-2018-03-0160 CAD.txt Crew Signatures Signed by CARTER, NICHOLAS EMT -Basic (303278) at Last modified by CARTER, NICHOLAS EMT -Basic (303278) at 03/07/2018 20:54:53 Modification made by CARTER, NICHOLAS EMT -Basic (303278) at 3/7/2018 :54:56 PM Incident Type in Incident section changed from '112 Fire in structure, other than in a building. Included are fires on or in piers, quays, or pilings: tunnels or underground connecting structures; bridges, trestles, or overhead elevated structures; transformers, power r utility vaults or equipment; fences; and tents.' to '111 Building fire. Excludes confined fires.'. Created with'Emer envy -Pro; Copyri lit(D 1994-2012 bocumed Systemslnternational Inc. D,-;, iF_A D2 TD M n A D QTT A Xx7AT A, -;,-,+<.,A -01 /10 P)1)1 Q D­ Q —F 2 Inc#FR-2018-03-0160 Date: 3/1/20... EMS ID: 5905; FDID: 17012 Fire Report �e EmergencyPRO eY Syswm Int,;t. bme. Sanford Fire Department 1303 William Clark AveSanford, FL 32771 Phone: (407) 688-5047 Incident -ident Date: 03/01/201819:38:40 Incident Number: FR-2018-03-0160 :ident Location: 2414 PALMETTO AVE SANFORD IGINE 31; Shift: A CIDENT #: FR-2018-03-0160 EXPOSURE #: 000 CIDENT LOCATION: 2414 PALMETTO AVE SANFORD, FL Tract: 203.01 CIDENT TYPE: 111 Building fire. Excludes confined fires. ),RM: 03/01/201819:38:40 PATCH: 03/01 /2018 19:38:55 ROUTE: 03/01 /2018 19:40:44 ST RESPONDER ARRIVES: 03/01/201819:45:01 /AL: 03/01/2018 19:45:32 'ROL: UNIT CLEARED:03/01/2018 21:42:45 CTION TAKEN:11 Extinguish; 73 Provide manpower; DSS [Property:$20000 Contents:$5000] ESPONDING UNITS: ppression [Apparatus:3 Personnel:9] 4S [Apparatus:2 Personnel:4] her [Apparatus:0 Personnel:0] ?TECTOR ALERTED OCCUPANTS: Yes T RELEASE: N None ED PROPERTY USE: NN Not Mixed PERTY USE: 419 1 or 2 family dwelling Automatic aid received one Responded to: 311 Lead Crew Member: AUBUCHON, DANIEL EMT -Basic (JT083744) Crew Member 2: CARTER, NICHOLAS EMT -Basic (303278) Crew Member 3: NORSEN, ROBERT EMT -Basic (EMT556887) ire Details OLVED: wing Units:l Buildings:l GNIFICANT ONSITE PRODUCTS: None EA OF FIRE ORIGIN: 20 Function area, other Printed By: TRELOAR, SHAWN ... Printed:03/29/2018 Page 1 of 3 Inc#FR-2018-03-0160 Date: 3/1/20... EMS ID: 5905; FDID: 17012 Fire Report EAT SOURCE: UU Undetermined ITEM FIRST IGNITED: UU Undetermined IRE CONFINED TO OBJECT OF ORIGIN: No TYPE MATERIAL IGNITED: 71 Fabric, fiber, cotton, blends, rayon, wool RUSE OF IGNITION: 2 Unintentional ACTORS CONTRIB. TO IGNITION: None HUMAN FACTORS CONTRIBUTING: N None IRE SUPPRESSION FACTORS: None QUIPMENT INVOLVED IN IGNITION: None OBILE PROPERTY INVOLVED: None Narrative '. 31 responded to a structure fire. U/A we found heavy smoke showing. E41 arrived on scene and pulled their 1 3/4" line. Fire was extinguished by E41. No fire extension or further hazard. E31 assisted units on scene with manpower. Occupants were left with red cross. Structure STRUCTURE TYPE: 1 Enclosed building UILDING STATUS: 2 In normal use TORIES: t or above Grade:1 Below Grade:0 Original LAME DAMAGE PERCENTAGE: 25:1 25 to 49:0 50 to 75:0 >75:0 IRE SPREAD: 2 Confined to Room of Origin ITEM CONT. MOST TO FLAME SPREAD: 21 Upholstered sofa, chair, vehicle seats TYPE MATERIAL CONT. MOST TO FLAME SPREAD: 71 Fabric, fiber, cotton, blends, rayon, wool AIN FLOOR SIZE: DETECTORS: 1 Smoke, U Undetermined, U Undetermined UTOMATIC EXT. SYSTEM: None �nvolved ..5 Qwner Responding Units Apparatus: TOWER 31, Dispatched: 03/01/2018 19:38:55, En route: 03/01/2018 19:40:42, rrival: 03/01/2018 19:46:19, Available: 03/01/2018 21:18:46 Apparatus: ENGINE 32, Dispatched: 03/01/2018 19:38:55, En route: 03/01/2018 19:39:48, Arrival: 03/01/201819:45:12, Available: 03/01/2018 20:32:52 Apparatus: RESCUE 31, Dispatched: 03/01/2018 19:38:55, En route: 03/01/2018 19:39:54, Arrival: 03/01/2018 19:45:01, Available: 03/01/2018 20:16:38 pparatus: E41, Dispatched: 03/01/2018 19:38:55, En route: 03/01/201819:40:27, Available: 3/01/2018 20:51:46 Apparatus: BATTALION 31, Dispatched: 03/01/2018 19:38:56, En route: 03/01/2018 19:40:06, Arrival: 03/01/201819:46:11, Available: 03/01/2018 21:08:21 Printed By: TRELOAR, SHAWN ... Printed: 03/29/2018 Page 2 of 3 Inc,IFR-2018-03-0160 Date: 3/1/20... EMS ID: 5905; FDID: 17012 Fire Report Apparatus: BC4, Dispatched: 03/01/2018 19:38:56, En route: 03/01/2018 19:40:47, Arrival: 3/01/201819:46:06, Available: 03/01/2018 20:26:14 Apparatus: TECH1, Dispatched: 03/01/2018 19:48:07, En route: 03/01/2018 19:48:09, Arrival: 3/01/2018 19:54:59, Available: 03/01/2018 20:19:06 Apparatus: D1, Dispatched: 03/01/201819:57:53, En route: 03/01/201819:57:56, Arrival: 3/01/201819:57:58, Available: 03/01/2018 20:26:14 ocal, ttachments R-2018-03-0160 CAD.txt Crew Signatures Signed by CARTER, NICHOLAS EMT -Basic (303278) at Last modified by CARTER, NICHOLAS EMT -Basic (303278) at 03/07/2018 20:54:53 Modification made by CARTER, NICHOLAS EMT -Basic .(303278) at 3/7/2018 :54:56 I'M Incident Type in Incident section changed from '112 Fire in structure, other than in a building. Included are fires on or in piers, quays, or pilings: tunnels or underground connecting structures; bridges, trestles, or overhead elevated structures; transformers, power r utility vaults or equipment; fences; and tents.' to '111 Building fire. Excludes confined Tres.'. Created with Emer em-Pro; ,Copyrigfit © 1994-2012 Doc Limed Systems International Inc. Printed By: TRELOAR, SHAWN ... Printed: 03/29/2018 Page 3 of 3 NFIRS-1 Basic A I 17022 FL 03 01 2018 I IIFR-2018-03-0160 I10 I FDID State Month Day Year Station Il Number Exposure B Location Type Census tract: rStreet Address rintersection rin Front Of u I I Rear Of Of 2414 PALMETTO AVE-Avenue u FAdjacent To Number Prefix Street or Highway Street Type Suffix rDirections FUS National Grid Apt./Suite/Room City I Cross Street C Incident Type 111-Building fire D Aid Given Or Received r 1 Mutual Aid Received G 2 Auto. Aid Received r 3 Mutual Aid Given r 4 Auto. Aid Given r 5 Other Aid Given r None Sanford Fire Florida Department (17012) Their FDID Their State 0160 Their Incident Number E1 Dates and Times Alarm 03 01 2018 19:38 Arrival 03 01 2018 I!4S ControlledUUUU Last Unit 1 03 11 01 2018 21:08 Cleared FL 32771 State Zip Code E2 Shifts and Alarms " 311 Shift or Alarms District Platoon E3 Special Studies I II I ID# Value F Actions Taken 11-Extinguishment by fire service personnel G1 Resources r Apparatus or Personnel Module is used. Apparatus Personnel Suppression 1� I3 IIII EMS n u G2 Estimated Dollar Losses and Values Losses: Required For all fires if None known. non-fires.Optional for all Property: $ 6,000.00 f Primary Action Taken 21-Search L� Other 13 I 3J Contents: $ 3,000.00 r Additional Action Taken rResource counts include aid received Pre -Incident Values: Optional None resources. Property: $ 1S0,000.00 r Contents: $ 10,000.00 r Completdd Modules H1 Casualties rNone H3 I Mixed Use Property r 2 - Fire Deaths Injuries Hazardous Materials Release r Not Mixed r 3 - Structure Fire Fire u � r 1 - Natural Gas r 2 - Propane Gas r' 10 - Assembly Use r 20 - Education Use r 4 - Civilian Fire Cas. Service I__I r 3 - Gasoline r 33 - Medical Use r 5 - Fire Service Cas. r 6 -EMS Civilian IoI ��� r 4 - Kerosene r 5 - Diesel Fuel / Fuel Oil r 40 - Residential Use r 51 Row Of Stores r 7 - HazMat - r 8-Wildtand Fire ldlan r 6 - Household Solvents r 53 - Enclosed Mall r 9 - Apparatus r 7 - Motor Oil r 58 - Business and r 10 - Personnel r 11 -Arson r 8 - Paint r 0 - Other Residential r 59 - Office Use H2 Detector Required for Confined Fires 17 None r 60 - Industrial Use 177 r 1 - Detector Alerted Occupants 63 - Military Use r 2 - Detector Did Not Alert Them r65 - Farm Use r 3 -Unknown r 00 - Other Mixed Use J Property Use F_None 341 r Clinic, Clinic -Type Infirmary 5391`7 Household Goods, Sales, Repairs Structures 342 r Doctor/Dentist Office 57117-7 Gas or Service Station 131 r Church, Place of Worship 36117 Prison or Jail, Not Juvenile 579r' Motor Vehicle/Boat Sales/Repairs 161 r Restaurant or Cafeteria 41971 1- or 2-Family Dwelling 599r Business Office 162r Bar/Tavern or Nightclub 4297 MultiFamily Dwelling 6157 Electric -Generating Plant 213FA Elementary School, Kindegarten 439r Rooming/Boarding House 629r Laboratory/Science Laboratory 215r High School, Junior High 449E Commerical Hotel or Motel 70017 Manufacturing Plant 241 r College, Adult Education 4591`7 Residential, Board and Care 819r Livestock/Poultry Storage (Barn) 311 r Nursing Home 464r Dormitory/Barracks 882r Non -Residential Parking Garage 331 F- Hospital 519 r Food and Beverage Sales 891 r Warehouse Outside 938r Graded/Cared for Plot of Land Property Use: 124r Playground or Park 946r Lake, River, Stream 655F Crops or Orchard 951 r Railroad Right -of -Way 669r Forest (Timberland) 960r Other Street Description 807r Outdoor Storage Area 961 r Highway/Divided Highway 919r Dump or Sanitary Landfill 962177 Residential Street/Driveway Look up and enter a Property Use code and 931 r Open Land or Field 981 r Construction Site description only if you have NOT checked a 936r Vacant Lot 984r Industrial Plant Yard Property Use box. K2 Owner Local Option I Person/Entity Type Business Name (if applicable) Phone Number II II II II I Mr., Ms., Mrs. I First Name MI Last Name Suffix II II II II I Number I Prefix Street or Highway Street Type Suffix II II I Post Office Box I Apt./Suite/Room City II I State Zip Code L Remarks: E41 D1 E31 BC31 BC4 E32 T31 R31 RESPONDED TO A STRUCTURE FIRE RESIDENTAL. R31 ARRIVED ON SCENE TO FIND A SINGLE STORY RESIDENCE WITH HEAVY SMOKE SHOWING FROM THE ALPHA SIDE. E32 CAUGHT THE HYDRENT WHILE E41 PULLED AN 1" 3/4 LINE TO THE FRONT DOOR. R31 T31 DID A PRIMARY SEARCH. E41 MADE ENTRY TO FIND THE FIRE WAS CONTAINED TO A SINGLE ROOM WITH COUCH AND CHAIR WAS ON FIRE. FIRE WAS EXSTINGUISHED. E41 T31 E31 CHECKED FOR EXTENSION BY PULLING CIELING AND REMOVING DRY WALL FROM FIRE ROOM. VENTILATION WAS ESTABLISHED. NO EXTENSION WAS FOUND AFTER FURTHER INVESTIGATION. THE TIC WAS USED TO CONFIRM. E41 WAS RELEASED BY COMMAND. SCENE WAS LEFT WITH SFD. M Authorization 1100821 I I JOHANSMEYER, MICHAEL I I Assistant Chief I I I 103/02/2018 Officer In Charge ID Signature Position or Rank Assignment Date 103282 11 GREEN, RICHARD I Firefighter/EMT 11 03/02/2018 Member Making Report Signature Position or Rank Assignment Date ID NFIRS-2 Fire A I I 17022 FL 03 01 2018 I II FR-2018-03-0160 I10 I FDID State Month Day Year Station Il Number Exposure B C Property Details On -Site Materials On -Site Materials B1 1 1 r Not Residential Or Products Storage Use Estimated number of residential living units in the building of origin whether or not all units became involved B2 1 1 r Buildings Not Involved Number of buildings involved B3 I I ,, None r Less than 1 acre Acres burned (outside fires) D E1 E3 Ignition Cause of Ignition Human Factors Contributing to r 1 - Intentional Ignition 14-Common room, den, family DI room, living room, lounge F 2 - Unintentional Check all applicable boxes j ! 3 - Failure of Equipment or Heat r None Area of Fire Origin Source r 4 - Act of Nature r 1 -Asleep r 2 - Possibly impaired by alcohol or D2 l undetermined I r 5 - Cause Under Investigation drugs r U - Cause Undetermined After r 3 - Unattended person Heat Source Investigation r 4 - Possibly Mentally Disabled D3 Undetermined M. 5 - Physically Disabled r 6 - Multiple Persons Involved Item First Ignited E2 r 7 - Age Was A Factor D4 199-Multiple types of material I Factors Contributing to Ignition Estimated Age of Type of Material First Ignited Person Involved u r Male r Female Factor Contributing to Ignition F1 F2 Equipment Involved In Ignition Equipment Power Source None IuI UEquipment Power Source Equipment Involved '' II F3 Brand III Equipment Portability Model u II II r 1 - Portable Serial # r 2 -Stationary I I Portable equipment normally can be moved by one or two Year persons. G Fire Suppression Factors Fire Suppression Factor H1 Mobile Property Involved r 1 - Not involved in ignition, but burned r 2 - Involved in ignition, but did not burn r 3 - Involved in ignition and burned r None H2 Mobile Property Type and Make U Mobile Property Type I I Mobile Property Make II I Local Use r Pre -Fire Plan Available r Arson Report Attached r Police Report Attached r Coroner Report Attached r Other Reports Attached I Mobile Property Model Year State License Plate Number VIN NFIRS-3 Structure Fire 11 12 13 14 Structure Type Building Status Building Height Main Floor Size r 1 - Enclosed Building 74 1 - Under Construction I 1 I 1800 F 2 - Portable/Mobile Structure Fe 2 - In Normal Use u_I * 3 - Open Structure ri 3 - Idle, Not Routinely Used Number of Stories Total Square Feet r 4 - Air -Supported Structure rf 4 - Under Major Renovation Grade OR r 5 - Tent rs 5 - Vacant and Secured �At/Above ra 6 Open Platform r 6 - Vacant and Unsecured LJ Number of Stories U I I BY U rF 7 - Underground Structure F,8 -Connective Structure rd 7 - Being Demolished r� 0 -Other Below Grade Length (ft) X Width (ft) r 0 - Other r U - Undetermined J1 J3 K Fire Origin Number of Stories Damaged By Flame Type of Material Contributing I 1 I r Below Grade Number of Stories w/Minor Damage (1-24%) Ll Most to Flame Spread u Story OF Fire Origin Number of Stories w/Significant Damage (25-49%) II '' u Number of Stories w/Heavy Damage (50-74%) Number Stories Damage 21-Upholstered sofa, chair, K1 vehicle seats Item Contributing Most J2 of w/Extreme (75-100%) Spread Fire Spread IItolIFlame K2 LJ rr Confined to Object of Origin *Count the roof as part of the highest story r 2 - Confined to Room of Origin Type of Material fa 3 - Confined to Floor of Origin r 4 - Confined to Building of Origin Contributing Most To Flame Spread F 5 - Beyond Building of Origin L1 L3 LS Presence of Detectors Detector Power Supply Detector Effectiveness r N -None Present r`- 1 -Battery Only r 1 - Alerted Occupants, Occupants Responded r- 1 - Present r" 2 - Hardwire Only r: 2 - Alerted Occupants, Occupants Failed to Respond F U - Undetermined F 3 - Plug -In F 3 -There Were No Occupants F. 4 - Hardwire With Battery r7 4 - Failed to Alert Occupants r S - Plug -In With Battery r U - Undetermined rf 6 - Mechanical r 7 - Multiple Detectors & Power Supplies L2 r2 0 - Other L6 Detector Type rs U - Undetermined Detector Failure Reason r- 1 -Smoke r 2 -Heat 71 - Power Failure, Shutoff, or Disconnect 3 - Combination of Smoke and Heat L4 71 2 - Improper Installation or Placement r 4 -Sprinkler, Water Flow Detection Detector Operation r 3 - Defective G 4 - Lack of Maintenance, Dirty r- 5 - More Than One Type Present r 0 Other r7 1 - Fire Too Small To Pi - Battery Missing or Disconnected F U - Undetermined Activate 6 - Battery Discharged or Dead r 2 -Operated r ? 0 -Other U. 3 - Failed To Operate r! U - Undetermined U - Undetermined Of M3 Presence of Automatic Extinguishing Operation of Automatic System I Extinguishing System r N -None Present (- 1 -Present r 2 - Partial System Present r U - Undetermined M2 Type of Automatic Extinguishing System r 1 - Wet -Pipe Sprinkler r 2 - Dry -Pipe Sprinkler r 3 - Other Sprinkler System r" 4 - Dry Chemical System rt 5 - Foam System r 6 - Halogen -Type System r 7 - Carbon Dioxide System r" 0-Other r, U - Undetermined Required if fire was within designed range of AES r 1 - Operated/Effective r 2 - Operated/Not Effective G 3 - Fire Too Small To Activate rT 4 - Failed To Operate rT 0-Other r U - Undetermined Required if fire was within designed range M4 Number of Sprinkler Heads Operating u Required if system operated M5 Reason for Automatic Extinguishing System Failure r 1 - System Shut Off F' 2 - Not Enough Agent Discharged G 3 - Agent Discharged But Did Not Reach Fire F 4 - Wrong Type of System F 5 - Fire Not In Area Protected r 6 - System Components Damaged r 7 - Lack of Maintenance r 8 - Manual Intervention r 0 -Other r= U - Undetermined Required if system failed or not effective NFIRS-9 Apparatus or Resources A 17022 FL 03 01 2018 I IIFR-2018-03-0160 10 I FDID State Month Day Year Station 11 Number Exposure B Number Apparatus/Resource Dates/Times Sent of People Apparatus Use Actions Taken ID: BC4 Dispatch: 03/01/2018 19:38 r Sent LJ r Suppression U r EMS Type: 92-Chief officer car Arrival: 03/01/2018 19:46 r Other Clear: 03/01/2018 20:26 ID: Di Dispatch: 03/01/2018 19:57 W Sent u r Suppression II II u F EMS Type: 92-Chief officer car Arrival: 03/O1/2018 19:57 W Other Clear: 03/01/2018 20:26 ID: E41 Dispatch: 03/01/2018 19:38 r Sent 13 I l— r Suppression LJ r EMS Type: 11-Engine Arrival: U U r Other Clear: 03/01/2018 20:51 ID: TECH1 Dispatch: 03/01/2018 19:a8 r Sent I� Suppression I I Ll r EMS Type: 92-Chief officer car Arrival: 03/01/2018 19:54 17 Other Clear: 03/01/2018 20:19 NFIRS-10 Personnel 7022 FL 03 01 2018 I IIFR-2018-03-0160 I10 )ID State Month Day Year Station Number Exposure B Number Apparatus/Resource Dates/Times Sent of People Apparatus Use Actions Taken ID: BC4 Dispatch: 03/01/2018 19:38 r Sent 1 r Suppression u r EMS Type: 92-Chief officer car I Arrival: 03/01/2018 19:46 r Other Clear: 03/01/2018 20:26 Personnel ID Name Rank Role Attend Actions Taken 100806 WARD, REBECCA Battalion Chief 5588009-Chief Officer r 155-Establish safe area ID: D1 Dispatch: 03/01/2018 19:57 w Sent 11 I r Suppression u LJ r EMS Type: 92-Chief officer car Arrival: 03/01/2018 19:57 r Other Clear: 03/01/2018 20:26 Personnel ID Name Rank Role Attend Actions Taken 100821 JOHANSMEYER, MICHAEL Assistant Chief 5588009-Chief Officer F 81-Incident command ID: Eat Type: 11-Engine Dispatch: 1 03/01/2018 19:38 Arrival: u u Clear: 03/01/2018 20:51 F Sent 3 LJ F Suppression r EMS r Other u Personnel ID Name Rank Role Attend Actions Taken 100878 CHORAK, CHAD Lieutenant 5588002-Officer 11-Extinguishment by fire service personnel 12-Salvage & overhaul 102102 LEWIS J R, DAVID Firefighter/EMT S588001-Driver r 58-Operate apparatus or vehicle 73-Provide manpower 103282 GREEN, RICHARD Firefighter/EMT 5588003-Crew 3 r 11-Extinguishment by fire service personnel 12-Salvage & overhaul ID: TE Dispatch: 03/01/2018 19:48 Fv, Sent 1 Type: 92-Chief officer car I Arrival: 03/01/2018 19:54 LJ Clear: 03/01/2018 20:19 r Suppression u r EMS r Other IPersonnel ID Name Rank Role Attend Actions Taken 100880 HANSEN, JOHN Lieutanant/EMT SS88002-Officer r 55-Establish safe area 73-Provide manpower NFIRS-1 S Supplemental A I 17022 FL 03 01 2018 IIFR-2018-03-0160 I10 FDID State Month Day Year Station Number Exposure Primary Narrative: E41 D1 E31 BC31 BC4 E32 T31 R31 RESPONDED TO A STRUCTURE FIRE RESIDENTAL. R31 ARRIVED ON SCENE TO FIND A SINGLE STORY RESIDENCE WITH HEAVY SMOKE SHOWING FROM THE ALPHA SIDE. E32 CAUGHT THE HYDRENT WHILE E41 PULLED AN 1" 3/4 LINE TO THE FRONT DOOR. R31 T31 DID A PRIMARY SEARCH. E41 MADE ENTRYTO FIND THE FIRE WAS CONTAINED TO A SINGLE ROOM WITH COUCH AND CHAIR WAS ON FIRE. FIRE WAS EXSTINGUISHED. E41 T31 E31 CHECKED FOR EXTENSION BY PULLING CIELING AND REMOVING DRY WALL FROM FIRE ROOM. VENTILATION WAS ESTABLISHED. NO EXTENSION WAS FOUND AFTER FURTHER INVESTIGATION. THE TIC WAS USED TO CONFIRM. E41 WAS RELEASED BY COMMAND. SCENE WAS LEFT WITH SFD. s ru�gipa:; Mai NFIRS-1 Basic A 17022 FL 03 01 2018 I IIFR-2018-03-0160 I10 I —1 FDID State Month Day Year Station Number Exposure B Location Type Census tract: L W,,StreetAddress rintersection E-1 In FRearOfont rRear OF 2414 II I�I ' u PALMETTO AVE-Avenue u rAdjacent To FDirections Number Prefix Street or Highway Street Type Suffix rUS National Grid Sanford I FL 32771 Apt./Suite/Room City State Zip Code I I Cross Street Incident Type 111-Building fire Aid Given Or Received r 1 Mutual Aid Received r 2 Auto. Aid Received I- 3 Mutual Aid Given r 4 Auto. Aid Given r S Other Aid Given r None Sanford Fire Florida Department (17012) Their FDID Their State 0160 Their Incident Number E1 Dates and Times Alarm 03 11 01 2018 19:38 Arrival 03 01 2018 19:45 ControlledUHHU Last Unit o3 01 2018 21:06 Cleared E2 Shifts and Alarms uu 1 311 Shift or Alarms District Platoon E3 Special Studies I II I ID# value F Actions Taken 11-Extinguishment by fire service personnel G1 Resources Apparatus or Personnel Module Apparatus I, Suppression 1 EMS 10 is used. Personnel I3 I 3 U G2 Estimated Dollar Losses and Values Losses: Required For all fires if known. Optional for all non -fires. Property: $ 5,000.00 None r Primary Action Taken 21-Search Other 13 I u Contents: $ 3,000.00 r Additional Action Taken FResource counts include aid received Pre -Incident Values: Optional None resources. Property: $ 150,000.00 r Contents: $ 10,000.00 F. CompletL-d Modules H1 Casualties rNone H3 I Mixed Use Property r 2 - Fire Deaths Injuries Hazardous Materials Release r Not Mixed r 3 - Structure Fire Fire u � r 1 - Natural Gas r 2 - Propane Gas r 10 - Assembly Use r 20 - Education Use r 4 - Civilian Fire Cas. F° 5 - Fire Service Cas. Service I__I r 3 - Gasoline r 33 - Medical Use r 6 EMS Civilian �p� u r 4 - Kerosene r 5 - Diesel Fuel / Fuel Oil We.40 - Residential Use Fs51 - Row Of Stores r 7 - HazMat L I r 8 - Wildland Fire r 6 -Household Solvents r 53 -Enclosed Mall r 9 - Apparatus r 7 - Motor Oil r 58 - Business and r 10 - Personnel r 8 - Paint Residential r 11 -Arson H2 Detector r 0 - Other r 59 - Office Use Required for Confined Fires FF None r 60 -Industrial Use r 1 - Detector Alerted Occupants r 63 - Military Use R. 2 - Detector Did Not Alert Them r 65 - Farm Use r 3 -Unknown r 00 - Other Mixed Use Property Use rNone Structures 131 r Church, Place of Worship 161 r Restaurant or Cafeteria 162r Bar/Tavern or Nightclub 213r Elementary School, Kindegarten 215E High School, Junior High 241 r College, Adult Education 311 Mt Nursing Home 331 r Hospital Outside 1247 Playground or Park 655r Crops or Orchard 669r Forest (Timberland) 8071 i Outdoor Storage Area 919r Dump or Sanitary Landfill 931 r Open Land or Field 936r Vacant Lot 341 r Clinic, Clinic -Type Infirmary 342r Doctor/Dentist Office 361 r Prison or Jail, Not Juvenile 41976 1-or2-Family Dwelling 429r MultiFamily Dwelling 4391 7 Rooming/Boarding House 449r Commerical Hotel or Motel 459r Residential, Board and Care 464r Dormitory/Barracks 519r Food and Beverage Sales 938r Graded/Cared for Plot of Land 946r Lake, River, Stream 951171 Railroad Right -of -Way 960r Other Street 961 r Highway/Divided Highway 962177 Residential Street/Driveway 981 r Construction Site 984r Industrial Plant Yard 539r Household Goods, Sales, Repairs 5711 t Gas or Service Station 579rMotor Vehicle/Boat Sales/Repairs 599 r7 Business Office 615r Electric -Generating Plant 629r Laboratory/Science Laboratory 700r Manufacturing Plant 819r Livestock/Poultry Storage (Barn) 882r Non -Residential Parking Garage 891 Ca' Warehouse Property Use: Description Look up and enter a Property Use code and description only if you have NOT checked a Property Use box. K2 Owner Local Option I Person/Entity Type Business Name (if applicable) Phone Number II II II II I Mr., Ms., Mrs. I First Name MI Last Name Suffix II I II II I Number I Prefix Street or Highway Street Type Suffix IL II I Post Office Box I Apt./Suite/Room City II I State Zip Code L Remarks: E41 D1 E31 BC31 BC4 E32 T31 R31 RESPONDED TO A STRUCTURE FIRE RESIDENTAL. R31 ARRIVED ON SCENE TO FIND A SINGLE STORY RESIDENCE WITH HEAVY SMOKE SHOWING FROM THE ALPHA SIDE. E32 CAUGHT THE HYDRENT WHILE E41 PULLED AN 1" 3/4 LINE TO THE FRONT DOOR. R31 T31 DID A PRIMARY SEARCH. E41 MADE ENTRY TO FIND THE FIRE WAS CONTAINED TO A SINGLE ROOM WITH COUCH AND CHAIR WAS ON FIRE. FIRE WAS EXSTINGUISHED. E41 T31 E31 CHECKED FOR EXTENSION BY PULLING CIELING AND REMOVING DRY WALL FROM FIRE ROOM. VENTILATION WAS ESTABLISHED. NO EXTENSION WAS FOUND AFTER FURTHER INVESTIGATION. THE TIC WAS USED TO CONFIRM. E41 WAS RELEASED BY COMMAND. SCENE WAS LEFT WITH SFD. M Authorization ' 100821 I I JOHANSMEYER, MICHAEL I I Assistant Chief I I I 103/02/2018 Officer In Charge ID Signature Position or Rank Assignment Date 103282 I I GREEN, RICHARD I I Firefighter/EMT I 103/02/2018 Member Making Report Signature Position or Rank Assignment Date ID NFIRS-2 Fire A I I I17022 I FL 03 01 2018 I IIFR-2018-03-0160 I10 I FDID State Month Day Year Station Number IExposure B C Property Details On -Site Materials On -Site Materials 81 1 1 r Not Residential Or Products Storage Use Estimated number of residential living units in the building of origin whether or not all units became involved 132 11 r Buildings Not Involved Number of buildings involved (I B3 L r None r Less than 1 acre Acres burned (outside fires) D E1 E3 Ignition Cause of Ignition Human Factors Contributing to r 1 - Intentional Ignition 14-Common room, den, family D1 room, living room, lounge r2 - Unintentional Check all applicable boxes F. 3 - Failure of Equipment or Heat r None Area of Fire origin Source r 4 -Act of Nature r 1 - Asleep C✓ 2 - Possibly impaired by alcohol or D2 I Undetermined I r 5 - Cause Under Investigation drugs r U - Cause Undetermined After r 3 - Unattended person Heat Source Investigation r 4 - Possibly Mentally Disabled D3 Undetermined r S - Physically Disabled r 6 - Multiple Persons involved Item First Ignited E2 r 7 - Age Was A Factor D4 199-Multiple types of material I Factors Contributing to Ignition Estimated Age of Type of Material First Ignited LJ Person Involved r Male r Female Factor Contributing to Ignition F1 F2 Equipment Involved In Ignition Equipment Power Source F None IuI UEquipment Power Source Equipment Involved F3 II II Brand Equipment Portability III Model u r 1 - Portable Serial # r 2 -Stationary I Portable equipment normally can be moved by one or two Year II persons. H1 Mobile Property Involved r 1 - Not involved in ignition, but burned r 2 - Involved in ignition, but did not burn r 3 - Involved in ignition and burned r None Mobile Property Model uI State License Plate Number H2 Mobile Property Type and Make u Mobile Property Type Mobile Property Make I I Year VIN G Fire Suppression Factors Ll Fire Suppression Factor Local Use r Pre -Fire Plan Available r Arson Report Attached r Police Report Attached r Coroner Report Attached r Other Reports Attached NFIRS-3 Structure Fire 11 12 13 14 Structure Type Building Status Building Height Main Floor Size F 1 - Enclosed Building r 1 - Under Construction I' I 1800 r 2 - Portable/Mobile Structure W.2 - In Normal Use u r 3 - Open Structure r 3 - Idle, Not Routinely Used Number of Stories Total Square Feet r 4 - Air -Supported Structure r 4 - Under Major Renovation Grade OR r 5 -Tent r 5 - Vacant and Secured �At/Above r 6 - Open Platform r 6 -Vacant and Unsecured L_I Number of Stories u By U r 7 - Underground Structure r 8 - Connective Structure r 7 - Being Demolished r 0 - Other Below Grade Length (Ft) X width (Ft) r 0 - Other r U - Undetermined J1 J3 K Fire Origin Number of Stories Damaged By Flame Type of Material Contributing 7 I r Below Grade 1 I Number of Stories w/Minor Damage (1-24%) lul Most to Flame Spread u Story of Fire Origin Number of Stories w/Significant Damage (25-49%) IUI INumber of Stories w/Heavy Damage (SO-74 % ) L� Number Stories Damage (75-100%) 21-Upholstered sofa, chair, K1 vehicle seats Item Contributing Most J2 of w/Extreme to Flame Spread Fire Spread K2 U r Confined to Object of Origin r 2 - Confined to Room of Origin *Count the roof as part of the highest story Type of Material r 3 - Confined to Floor of Origin r 4 - Confined to Building of Origin Contributing Most To Flame Spread r 5 - Beyond Building of Origin L1 L3 LS Presence of Detectors Detector Power Supply Detector Effectiveness r N - None Present r 1 - Battery Only r 1 - Alerted Occupants, Occupants Responded r 1 - Present r 2 - Hardwire Only r 2 - Alerted Occupants, Occupants Failed to Respond r U - Undetermined r 3 - Plug -In r 3 -There Were No Occupants r 4 - Hardwire With Battery r 4 - Failed to Alert Occupants r 5 - Plug -In With Battery r U - Undetermined r 6 - Mechanical r 7 - Multiple Detectors & Power Supplies L2 r 0 - Other L6 Detector Type r U - Undetermined Detector Failure Reason 13 1 -Smoke r 2 - Heat r 1 - Power Failure, Shutoff, or Disconnect L4 r 3 - Combination of Smoke and Heat r 2 - Improper Installation or Placement r 3 - Defective r 4 -Sprinkler, Water Flow Detection r 5 - More Than One Type Present Detector Operation r 4 - Lack of Maintenance, Dirty r 0 -Other r, 1 - Fire Too Small To r 5 - Battery Missing or Disconnected r U - Undetermined Activate r 2 -Operated r 6 - Battery Discharged or Dead r 0 - Other r 3 - Failed To Operate r U - Undetermined r U - Undetermined M1 M3 Presence of Automatic Extinguishing Operation of Automatic System I Extinguishing System r N - None Present r 1 - Present r 2 - Partial System Present r U - Undetermined M2 Type of Automatic Extinguishing System r 1 - Wet -Pipe Sprinkler r 2 - Dry -Pipe Sprinkler r 3 - Other Sprinkler System r 4 - Dry Chemical System r 5 - Foam System r 6 - Halogen -Type System r 7 - Carbon Dioxide System r 0 - Other r U - Undetermined Required if fire was within designed range of AES r 1 - Operated/Effective r 2 - Operated/Not Effective r 3 - Fire Too Small To Activate r 4 - Failed To Operate r 0 - Other F U - Undetermined Required if fire was within designed range M4 Number of Sprinkler Heads Operating u Required if system operated MS Reason for Automatic Extinguishing System Failure r 1 -System Shut Off r 2 - Not Enough Agent Discharged r 3 - Agent Discharged But Did Not Reach Fire r 4 - Wrong Type of System r 5 - Fire Not In Area Protected G 6 - System Components Damaged r 7 - Lack of Maintenance r 8-Manual Intervention r 0 -Other r U - Undetermined Required if system failed or not effective NFIRS-9 Apparatus or Resources A I17022 I FL 03 01 2018 1 IFR-2018-03-0160 I10 I FDID State Month Day Year Station Number Exposure B Number Apparatus/Resource Dates/Times Sent of People Apparatus Use Actions Taken ID: BC4 Dispatch: 03/01/2018 19:38 r Sent I� r Suppression U r EMS Type: 92-Chief officer car Arrival: 03/01/2018 19:46 r Other Clear: 03/01/2018 20:26 ID: I D1 Dispatch: 03/01/2018 19:57 F Sent L] r Suppression I Ll r EMS Type: 92-Chief officer car Arrival: 03/01/2018 19:57 r Other C[ear: 03/01/2016 20:26 ID: E41 Dispatch: 03/01/2016 19:38 Pl Sent L] r Suppression LJ r EMS Type: 11-Engine Arrival: II II HII H r Other Clear: 03/01/2018 20:51 ID: TECH1 Dispatch: 03/01/2018 19:48 r Sent I-1 r Suppression II '' LJ Type: 92-Chief officer car Arrival: 03/01/2018 19:54 r EMS R Other Clear: 03/01/2018 20:19 NFIRS-10 Personnel 17022 FL 03 01 2018 1 1FR-2018-03-0160 I10 DID State Month Day Year Station Number Exposure 6 Number Apparatus/Resource Dates/Times Sent of People Apparatus Use ID: BC4 Dispatch: 03/01/2018 19:38 r� Sent r Suppression IAlctionsTaken LJ u r EMS Type: 92-Chief officer car I Arrival: 03/01/2018 19:46 F Other Clear: 03/01/2018 20:26 Personnel ID Name Rank Role Attend Actions Taken 100806 WARD, REBECCA Battalion Chief 5588009-Chief Officer r 155-Establish safe area ID: D1 I Dispatch: 03/01/2018 19:57 R, Sent 1 Type: 92-Chief officer car I Arrival: 03/01/2018 19:57 LJ Clear: 03/01/2018 2026 r Suppression U r EMS r Other Personnel ID Name Rank Role Attend Actions Taken 100821 JOHANSMEYER, MICHAEL Assistant Chief 5588009-Chief Officer r 81-Incident command ID: Type: Eat 11-Engine Dispatch: 1 03/01/2018 19:38 Arrival: U U Clear: 03/01/2018 20:s1 r Sent r Suppression r EMS r Other U Personnel ID Name Rank Role Attend Actions Taken 100878 CHORAK,CHAD Lieutenant 5588002-Officer r 11-Extinguishment by fire service personnel 12-Salvage & overhaul 102102 LEWIS JR, DAVID Firefighter/EMT S588001-Driver r S8-Operate apparatus or vehicle 73-Provide manpower 103282 GREEN, RICHARD Firefighter/EMT 5588003-Crew 3 r 11-Extinguishment by fire service personnel 12-Salvage & overhaul ID: TECH1 Dispatch: 03/01/2018 19:48 t Sent LJ r Suppression U r EMS Type: 92-Chief officer car I Arrival: 1 03/01/2018 19:54 r Other Clear: 03/01/2018 20:19 IPersonnel ID Name Rank Role Attend Actions Taken 100880 HANSEN, JOHN Lieutanant/EMT 5588002-Officer r 55-Establish safe area 73-Provide manpower NFIRS-1S Supplemental A I17022 I FL 03 01 2018 u IFR-2018-03-0160 I 0 FDID State Month Day Year Station Number Exposure Primary Narrative: E41 D1 E31 BC31 BC4 E32 T31 R31 RESPONDED TO A STRUCTURE FIRE RESIDENTAL. R31 ARRIVED ON SCENE TO FIND A SINGLE STORY RESIDENCE WITH HEAVY SMOKE SHOWING FROM THE ALPHA SIDE. E32 CAUGHT THE HYDRENT WHILE E41 PULLED AN 1" 3/4 LINE TO THE FRONT DOOR. R31 T31 DID A PRIMARY SEARCH. E41 MADE ENTRY TO FIND THE FIRE WAS CONTAINED TO A SINGLE ROOM WITH COUCH AND CHAIR WAS ON FIRE. FIRE WAS EXSTINGUISHED. E41 T31 E31 CHECKED FOR EXTENSION BY PULLING CIELING AND REMOVING DRY WALL FROM FIRE ROOM. VENTILATION WAS ESTABLISHED. NO EXTENSION WAS FOUND AFTER FURTHER INVESTIGATION. THE TIC WAS USED TO CONFIRM. E41 WAS RELEASED BY COMMAND. SCENE WAS LEFT WITH SFD. LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: A44-ize.'4 Z o, z2, 1 Ss I hereby name and appoint an agent of: `t�e�c �., 1Zu �.���z S,�Fs'A 1 aC— (Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): K The specific permit and application for work located at: Z4 t 4 i�aa �n sr n Tom& a�czc�, VL 3 2 -4-41 (Street Address) Expiration Date for This Limited Power of Attorney: o3lz�sl2�t�t License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF�d A • . The foregoing instrument was acknowledged before me this -,7197&day of pcxc..11 , 2018 , by 9�,, who is pr personally known to me or ❑ who has produced identification and who did (did not) take an oath. Signature (Notary Seal) Notary Public State of Florida F Matthew E Stottlemyer AT)My Commission GG 182002 Expires 02/01I2022 (Rev. 08.12) Print or type name Notary Public - State of �Zpz4rxa- Commission No. C,6 1,9 7=2- My Cominission Expires: d�lnll zoo Z as N THIS INSTRUMENT PREPARED BY: Name: Im j snc,rl� - e.2 Address: t (ram 0¢ ram, �L 3Ze,cs� NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT NALOYt SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER Bit 9104 Ps 774 t 1Fss ) CLERK'S 2018036870 RECORDED 04/05/2018 11=34::I.41 All RECORDING FEES $10 *00 RECORDED BY hdevore Parcel ID Number: _'3C• !�!— 3C+-�� I Gc��c�- uArc, The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Z414 tPA-r,ne-n� Au Lc-T SA `Prate i� a1 e�res ?R 3 p<, GENERAL DESCRIPTION OF IMPROVEMENT: R�'PLAG,.,ie iTS�tAtAsrto,l , i7tZ.,— `r—yt'`=� SI-'p ` �ei'S�o 'oex�i. � l�cit� ?f�ta-r OWNER INFORMATION: Address: Z4-iAr f VEI Fee Simple Title Holder (if other than owner) Address: t kota Crct r� `3c vo C>y-L ,-, r 17-L- 3'2-lsr� Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates of To receive a copy of the Lienor s Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WAKNING TO OWNER. ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Owners Signature Owners Printed Name Florida Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead' State of +mac County of SC-1A r� The foregoing instrument was acknowledged before me this 7,1P day of hlmG/ , 2p Who is personally known to me Name of person making statement — OR who has produced identification' ; P ❑type of Identification produced: R Notary PublicState of Florida Matthew E Stottlefrtyer Notary Signature� MY Commisson GG 182002 _EKa7re-sO2Z /202_ 2 r Baxter Restoration, LLC BAXTER RESTORATION_ c.canrnon.-swlswmom.,xe. 1106 W. Central. Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Insured: Phyllis Wallace Property: 2414 S Palmetto Ave. Sanford, FL 32771 Claim Rep.: Nick Anderson Position: Project Manager Company: Baxter Restoration, LLC Business: 1106 West Central Blvd Orlando, FL 32805 Estimator: Nick Anderson Position: Project Manager Company: Baxter Restoration, LLC Business: 1106 West Central Blvd Orlando, FL 32805 Reference: Company: St Johns Insurance Contractor: Company: Baxter Restoration, LLC Business: 1106 West Central Blvd Orlando, FL 32805 Claim Number: ST18201148 Date Contacted: 3/2/2018 Date of Loss: 3/ 1 /2018 Date Inspected: 3/2/2018 Policy Number: SJ30174284 Price List: FLOR8X_MAR18 Restoration/Service/Remodel Estimate: WALLACE PHYLLIS RECO Home: (321) 512-9685 Business: (407) 423-5553 E-mail: nanderson@baxterrestoration.com Business: (407) 423-5553 E-mail: nanderson@baxterrestoration. com Business: (407) 423-5553 E-mail: info @baxterrestoration. co in Type of Loss: Fire Date Received: 3/2/2018 Date Entered: 3/2/2018 1:36 PM The following estimate reflects the reconstruction work to be performed by Baxter Restoration, LLC at the above mentioned address. This estimate does not cover any hidden damage during the initial inspection. rvm i _ M Baxter Restoration, LLC BARTER RESTORATION. tle ring and-1-aii-ee . 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Main Level DESCRIPTION WALLACE_PHYLLIS_RECO Main Level QTY RESET REMOVE REPLACE TAX O&P TOTAL 1. Taxes, insurance, permits & fees 1.00 EA 0.00 0.00 0.00 0.00 0.00 (Bid Item) 2. Tandem axle dump trailer - per load - 1.00 EA 182.16 0.00 0.00 36.44 218.60 including dump fees 3. Final cleaning - constriction - 1,779.30 SF 0.00 0.23 0.00 8 t.84 491.08 Residential 4. Clean with pressure/chemical spray 2,548.94 SF 0.00 0.30 1.78 152.94 919.40 To clean the exterior of the home due to soot 5. Exterior - paint one coat 2,548.94 SF 0.00 0.55 24.98 280.38 1,707.28 6. Soffit - vinyl 10.00 SF 0.00 3.68 1.06 7.36 45.22 7. R&R Ornamental iron - security 72.00 SF 2.37 18.39 49.29 298.94 1,842.95 grill - window To replace the two security bars that were cut by the fire department. 8. Stucco patch / small repair - ready 1.00 EA 0.00 135.82 1.12 27.16 164.10 for color The Ornamental security grills being replaced will be a different size and will need a stucco patch before painting. 9. R&R Vinyl (PVC) fence, 5'- 6' high - 4.00 LF 5.95 35.64 6.77 33.28 206.41 full slat 10. Clean air handler 1.00 EA 0.00 36.82 0.01 7.36 44.19 11. Coil - Detach & reset 1.00 EA 0.00 361.77 0.00 72.36 434.13 12. Clean evaporator coil 1.00 EA 0.00 51.91 0.01 10.38 62.30 13. Clean ductwork - Interior (PER 13.00 EA 0.00 33.39 0.07 86.82 520.96 REGISTER) Total: Main Level 85.09 1,095.26 6,656.62 Bedroom 1 10' 10" i 406.67 SF Walls Bedroom 1 533.86 SF Walls & Ceiling 2'4,, 6" 14.13 SY Flooring ne CI ds2) (I 6" 50.83 LF Ceil. Perimeter ay 6" Bathroom Height: 8' 127.19 SF Ceiling 127.19 SF Floor 50.83 LF Floor Perimeter WALLACE_PHYLLIS_RECO 3/8/2018 Page:2 I� Baxter Restoration, LLC BAXTER RESTORATION. 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FE1N-27-5002706 CONTINUED - Bedroom 1 Subroom: Linen Closet (2) Height: 8' Close j5­ 2' 4"61.36 SF Walls 3.67 SF Ceiling t' to"t Close65.03 SF Walls& Ceiling 3.67 SF Floor (� 0.41 SY Flooring 7.67 LF Floor Perimeter 2'-' 7.67 LF Ceil. Perimeter Bathroom ems' 671 Bathroom DESCRIPTION Subroom: Closet (1) Height: 8' 117.90 SF Walls 10.75 SF Ceiling T 128.65 SF Walls & Ceiling 10.75 SF Floor 1.19 SY Flooring 14.74 LF Floor Perimeter 14.74 LF Ceil. Perimeter QTY RESET REMOVE REPLACE TAX O&P TOTAL 14. 5/8" drywall - hung, taped, ready 141.61 SF 0.00 1.79 4.96 50.70 309.14 for texture 15. 1/2" drywall - hung, taped, ready 585.93 SF 0.00 1.67 18.05 195.70 1,192.25 for texture 16. Seal the walls and ceiling w/latex 727.54 SF 0.00 0.45 3.57 65.48 396.44 based stain blocker - one coat 17. Acoustic ceiling (popcorn) texture 141.61 SF 0.00 0.82 0.50 23.22 139.84 18. Paint the walls and ceiling - two 727.54 SF 0.00 0.72 9.68 104.76 638.27 coats 19. Blown -in insulation - 12" depth - 141.61 SF 0.00 0.84 5.95 23.80 t48.70 R30 20. Carpet 207.58 SF 0.00 3.20 36.91 132.86 834.03 21. Carpet pad 141.61 SF 0.00 0.54 4.46 15.30 96.23 22. Texture drywall - machine 585.93 SF 0.00 0.39 1.23 45.70 275.44 23. Baseboard - 3 1/4" 73.24 LF 0.00 2.94 5.90 43.06 264.29 24. Ceiling fan without light 1.00 EA 0.00 215.50 6.13 43.10 264.73 25. Heat/AC register - Mechanically 1.00 EA 0.00 20.11 0.63 4.02 24.76 attached 26. Interior door unit 2.00 EA 0.00 158.29 14.69 63.32 394.59 To replace entry door into bedroom and linen closet. 27. Bifold door set - tull louvered - 1.00 EA 0.00 248.96 10.43 49.80 309.19 Double 28. Closet shelf and rod package 5.50 LF 0.00 19.00 1.54 20.90 126.94 WALLACE_PHYLLIS_RECO 3/8/2018 Page:3 i Baxter Restoration, LLC BAXTER RESTORATION, m o,m �warvnro:h;as 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 CONTINUED - Bedroom 1 DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 29. Light fixture 1.00 EA 0.00 64.49 2.31 12.90 79.70 To replace light fixture above the closet. 30. Window blind - fabric/woven - 20. 1.00 EA 0.00 208.41 11.24 41.68 261.33 1 to 32 SF 31. Paint baseboard - two coats 73.24 LF 0.00 1.05 0.56 15.38 92.84 32. Paint door/window trim & jamb - 2 1.00 EA 0.00 23.08 0.27 4.62 27.97 coats (per side) 33. Paint door or window opening - 2 1.00 EA 0.00 23.08 0.27 4.62 27.97 coats (per side) 34. Mask and prep for paint - plastic, 73.24 LF 0.00 1.04 1.18 15.24 92.59 paper, tape (per LF) 35. Floor protection - plastic and tape - 141.61 SF 0.00 0.24 0.99 6.80 41.78 10 mil Totals: Bedroom 1 141.45 982.96 6,039.02 Li nNJ '* 1 a• Bathroom 198.21 SF Walls 234.80 SF Walls & Ceiling 4.07 -SY Flooring 24.78 LF Ceil. Perimeter Height: 8' 36.59 SF Ceiling 36.59 SF Floor 24.78 LF Floor Perimeter DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 36. Interior door unit 1.00 EA 0.00 158.29 7.35 31.66 197.30 37. 5/8" drywall - hung, taped, ready 36.59 SF 0.00 1.79 1.28 13.10 79.88 for texture 38. 1/2" drywall - hung, taped, ready 123.21 SF 0.00 1.67 3.79 41.16 250.71 for texture 172. 1/2" Cement board 75.00 SF 0.00 2.50 7.51 37.50 232.51 39. Texture drywall - light hand 234.80 SF 0.00 0.51 0.82 23.96 144.53 texture 40. Vanity 2.50 LF 0.00 138.27 17.85 69.14 432.67 41. Countertop - flat laid plastic 2.50 LF 0.00 38.52 4.55 19.26 120.11 laminate 42. Medicine cabinet 1.00 EA 0.00 166.58 9.56 33.32 209.46 43. Sink -single 1.00 EA 0.00 231.00 9.94 46.20 287.14 44. Sink faucet - Bathroom 1.00 EA 0.00 183.25 8.34 36.66 228.25 45. P-trap assembly - ABS (plastic) 1.00 EA 0.00 50.52 0.42 10.10 61.04 WALLACE_PHYLLIS_RECO, 3/8/2018 Page:4 Baxter Restoration, LLC BAXI'ER RESTORATION, 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEfN-27-5002706 CONTINUED - Bathroom DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 46. Plumbing fixture supply line 3.00 EA 0.00 16.90 1.18 10.14 62.02 47. Toilet 1.00 EA 0.00 401.01 16.11 80.20 497.32 48. Bathtub 1.00 EA 0.00 766.24 27.98 153.24 947.46 49. Tub/shower faucet 1.00 EA 0.00 274.85 9.80 54.98 339.63 50. Tile shower - 65 to 100 SF 1.00 EA 0.00 1,034.31 37.06 206.86 1,278.23 51. Tile - towel bar 2.00 EA 0.00 21.67 1.77 8.66 53.77 52. Tile - toilet paper holder 1.00 EA 0.00 20.16 0.94 4.04 25.14 53. Heat/AC register - Mechanically 1.00 EA 0.00 20.11 0.63 4.02 24.76 attached 54. Bathroom ventilation fan 1.00 EA 0.00 85.65 3.40 17.14 106.19 55. Shower door 1.00 EA 0.00 332.73 18.10 66.54 417.37 56. Baseboard - 3 114" 24.78 LF 0.00 2.94 2.00 14.58 89.43 57. Shower curtain rod 1.00 EA 0.00 27.61 1.15 5.52 34.28 58. Seal the walls and ceiling w/latex 234.80 SF 0.00 0.45 1.15 21.14 127.95 based stain blocker - one coat 59. Paint the walls and ceiling - two 234.80 SF 0.00 0.72 3.12 33.82 206.00 coats 60. Paint baseboard - two coats 24.78 LF 0.00 1.05 0.19 5.20 31.41 61. Clean floor - the - Heavy clean 36.59 SF 0.00 0.66 0.13 4.84 29.12 62. Blown -in insulation - 12" depth - 36.59 SF 0.00 0.84 1.54 6.14 38.42 R30 63. Paint door/window trim & jamb - 2 1.00 EA 0.00 23.08 0.27 4.62 27.97 coats (per side) 64. Mask and prep for paint - plastic, 24.78 LF 0.00 1.04 0.40 5.16 31.33 paper, tape (per LF) 65. Floor protection - plastic and tape - 36.59 SF 0.00 0.24 0.26 1.76 10.80 10 mil Totals: Bathroom 198.59 1,070.66 6,622.20 4, 3 � „-S 6^ Li"c Clo "h� ,2„t2� .-3, 3 2"- -. Bnthnn I lal 7v 13' 6 - Raom Hallway Height: 8' 268.03 SF Walls 312.22 SF Walls & Ceiling 4.91 SY Flooring 33.50 LF Ceil. Perimeter 44.19 SF Ceiling 44.19 SF Floor 33.50 LF Floor Perimeter DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL WALLACE_PHYLLIS_RECO 3/8/2018 Page:5 Baxter Restoration, LLC BAXTER RESTORATION_ .eamq oe.�swamve..,� 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 CONTINUED - Hallway DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 66. 5/8" drywall - hung, taped, ready 44.19 SF 0.00 1.79 1.55 15.82 96.47 for texture 67. 1/2" drywall - hung, taped, ready 268.03 SF 0.00 1.67 &26 89.52 545.39 for texture 68. Seal the walls and ceiling w/latex 312.22 SF 0.00 0.45 1.53 28.10 170.13 based stain blocker - one coat 69. Acoustic ceiling (popcorn) texture 44.19 SF 0.00 0.82 0.15 7.24 43.63 70. Paint the walls and ceiling - two 312.22 SF 0.00 0.72 4.15 44.96 273.91 coats 71. Blown -in insulation - 12" depth - 44.19 SF 0.00 0.84 1.86 7.42 46.40 R30 72. Carpet 102.17 SF 0.00 3.20 18.17 65.38 410.49 73. Carpet pad 44.19 SF 0.00 0.54 1.39 4.78 30.03 74. Texture drywall - machine 268.03 SF 0.00 0.39 0.56 20.90 125.99 75. Baseboard - 3 1/4" 33.50 LF 0.00 2.94 2.70 19.70 120.89 76. Heat/AC register - Mechanically 1.00 EA 0.00 20.11 0.63 4.02 24.76 attached 77. Interior door unit 2.00 EA 0.00 158.29 14.69 63.32 394.59 78. Light fixture 1.00 EA 0.00 64.49 2.31 12.90 79.70 79. Window blind - fabric/woven - 32. 1.00 EA 0.00 248.67 13.88 49.74 312.29 1 to 42 SF 80. Paint baseboard - two coats 33.50 LF 0.00 1.05 0.26 7.04 42.48 81. Paint door or window opening - 2 1.00 EA 0.00 23.08 0.27 4.62 27.97 coats (per side) 82. R&R 6-0 6-8 alum. sliding patio 1.00 EA 35.67 648.16 32.87 136.78 853.48 door - anodized 83. R&R Additional charge for a 1.00 EA 195.09 101.96 2.82 59.42 359.29 retrofit sliding door 84. Smoke detector 1.00 EA 0.00 47.36 1.33 9.48 58.17 85. Mask and prep for paint - plastic, 33.50 LF 0.00 1.04 0.54 6.96 42.34 paper, tape (per LF) 86. Floor protection - plastic and tape - 44.19 SF 0.00 0.24 0.31 2.12 13.04 10 mil Totals: Hallway 110.23 660.22 4,071.44 WALLACE_PHYLLIS_RECO 3/8/2018 Page:6 "IRI 0 Baxter Restoration, LLC BAXTER RFNr0RAn0NL 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Cl set 4' 12 b", oen = F � c 5'6" .net r ..,l 6..F3, t-5' 8" z4 T set o� 1 1 r2' 8" 0 DESCRIPTION Den 396.03 SF Walls 531.51 SF Walls & Ceiling 15.05 SY Flooring 49.50 LF Ceil. Perimeter Subroom: Closet (1) 87. 5/8" drywall - hung, taped, ready for texture 88. 1/2" drywall - hung, taped, ready for texture 89. Seal the walls and ceiling w/latex based stain blocker - one coat 90. Acoustic ceiling (popcorn) texture 91. Paint the walls and ceiling - two coats 92. Blown -in insulation - 12" depth - R30 93. Carpet 94. Carpet pad 95. Texture drywall - machine 96. Baseboard - 3 1/4" 97. Heat/AC register - Mechanically attached 98. Interior double door - birch - pre - hung unit 99. Window blind - fabric/woven - 20. 1 to 32 SF 100. Paint baseboard - two coats 101. Paint door or window opening - Large - 2 coats (per side) 102. Bifold door set - fiill louvered - Double 108.81 SF Walls 119.23 SF Walls & Ceiling 1.16 SY Flooring 13.60 LF Ceil. Perimeter QTY RESET REMOVE REPLACE Height: 8' 135.49 SF Ceiling 135.49 SF Floor 49.50 LF Floor Perimeter Height: 8' 10.43 SF Ceiling 10.43 SF Floor 13.60 LF Floor Perimeter TAX O&P TOTAL 145.91 SF 0.00 1.79 5.11 52.24 318.53 504.83 SF 0.00 1.67 15.55 168.62 1,027.24 650.75 SF 0.00 0.45 3.19 58.56 354.59 145.91 SF 0.00 0.82 0.51 23.94 144.10 650.75 SF 0.00 0.72 8.65 93.70 570.89 145.91 SF 0.00 0.84 6.13 24.52 153.21 208.25 SF 0.00 3.20 37.03 133.28 836.71 145.91 SF 0.00 0.54 4.60 15.76 99.15 504.83 SF 0.00 0.39 1.06 39.38 237.32 63.10 LF 0.00 2.94 5.08 37.10 227.69 1.00 EA 0.00 20.11 0.63 4.02 24.76 2.00 EA 0.00 280.33 28.04 112.14 700.84 1.00 EA 0.00 208.41 I L24 41.68 261.33 63.10 LF 0.00 1.05 0.49 13.26 80.01 1.00 EA 0.00 27.16 0.32 5.44 32.92 1.00 EA 0.00 248.96 10.43 49.80 309.19 WALLACE_PHYLLIS_RECO 3/8/2018 Page:7 Baxter Restoration, LLC BAXTER RESTORATION_ cmcm, ova rerauuvW- -o- H 06 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 CONTINUED - Den DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 103. Closet shelf and rod package 5.50 LF 0.00 19.00 1.54 20.90 126.94 t04. Ceiling fan without light 1.00 EA 0.00 215.50 6.13 43.10 264.73 105. Light fixture 1.00 EA 0.00 64.49 2.31 12.90 79.70 To replace light fixture above the closet. 106. Mask and prep for paint - plastic, 63.10 LF 0.00 1.04 1.02 13.12 79.76 paper, tape (per LF) 107. Floor protection - plastic and tape 145.91 SF 0.00 0.24 t.02 7.00 43.04 - 10 mil 108. Reglaze 1/4" tempered glass - 40 24.00 SF 0.00 9.70 12.94 46.56 292.30 sf maximum To replace the glass in the window broken by the fire department. Totals: Den 163.02 1,017.02 6,264.95 16' 2"1 c I'D, Living Room a'z"A 913.56 SF Walls 1" OL161,497.70 SF Walls& Ceiling 64.90 SY Flooring 116.83 LF Ceil. Perimeter �17'2"- Missing Wall - Goes to Floor Y 2" X 6' 8" -2'7„ Subroom: Closet (1) pl- DESCRIPTION 109. R&R 5/8" drywall - hung, taped, ready for texture I t0. Acoustic ceiling (popcorn) texture 11 I. Seal/prime then paint the walls and ceiling (2 coats) 112. Carpet 142.91 SF Walls 157.94 SF Walls & Ceiling 1.67 SY Flooring 17.86 LF Ceil. Perimeter Height: 8' 584.14 SF Ceiling 584.14 SF Floor 113.67 LF Floor Perimeter Opens into KITCHEN Height: 8' 15.03 SF Ceiling 15.03 SF Floor 17.86 LF Floor Perimeter QTY RESET REMOVE REPLACE TAX O&P TOTAL 32.00 SF 0.39 1.79 1.12 13.96 84.84 599.18 SF 0.00 0.82 2.10 98.26 591.69 1,655.64 SF 0.00 0.71 17.38 235.10 1,427.98 681.17 SF 0.00 3.20 121.11 435.94 2,736.79 WALLACE_PHYLLIS_RECO 3/8/2018 Page:8 i Baxter Restoration, LLC BAXTER RESTORATION. r.e ning anA remnshur[ion servuu 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 DESCRIPTION CONTINUED - Living Room QTY RESET REMOVE REPLACE TAX O&P TOTAL 113. Carpet pad 599.18 SF 0.00 0.54 18.87 64.72 407.15 114. R&R Blown -in insulation - 12" 32.00 SF 0.93 0.84 1.34 11.34 69.32 depth - R30 115. Detach & Reset Light fixture 1.00 EA 44.31 0.00 0.00 0.00 8.86 53.17 116. Detach & Reset Ceiling fan 1.00 EA 157.81 0.00 0.00 0.00 31.56 189.37 without light 117. Heat/AC register -Floor register - 4.00 EA 0.00 3.85 0.00 3.08 18.48 Detach & reset 118. Detach & Reset Recessed light 2.00 EA 2.76 0.00 0.00 0.00 1.10 6.62 fixture - trim only 119. Mask and prep for paint -plastic, 134.70 LF 0.00 1.04 2.17 28.02 170.28 paper, tape (per LF) 120. Floor protection - plastic and tape 599.18 SF 0.00 0.24 4.19 28.76 176.75 - 10 mil 121. Bifold door - (2 slabs only) - 1.00 EA 0.00 17.20 0.00 3.44 20.64 Single - Detach & reset Totals: Living Room 168.28 964.14 5,953.08 Missing Wall - Goes to Floor Kitchen 466.89 SF Walls 684.78 SF Walls & Ceiling 24.21 SY Flooring 61.00 LF Ceil. Perimeter Y2"X6'8" Subroom: Pantry 2 (1) 128.05 SF Walls 140.07 SF Walls & Ceiling 1.34 SY Flooring 16.01 LF Ceil. Perimeter Height: 8' 217.89 SF Ceiling 217.89 SF Floor 57.83 LF Floor Perimeter Opens into LIVING_ROOM Height: 8' 12.02 SF Ceiling 12.02 SF Floor 16.01 LF Floor Perimeter WALLACE_PHYLLIS_RECO 3/8/2018 Page:9 IRPM' Baxter Restoration, LLC BAXTER RESTORATION. 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 CONTINUED - Kitchen L2j Subroom: Pantry 1 (2) Height: 8' _ 128.05 SF Walls 12.02 SF Ceiling _ - T 1 �_ 140.07 SF Walls & Ceiling 12.02 SF Floor 1.34 SY Flooring 16.01 LF Floor Perimeter 16.01 LF Ceil. Perimeter z' "" DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 122. Acoustic ceiling (popcorn) 241.93 SF 0.00 0.82 0.85 39.68 238.91 texture 123. Seal/prime then paint the ceiling 241.93 SF 0.00 0.71 2.54 34.36 208.67 (2 coats) 124. Clean floor -Heavy 241.93 SF 0.00 0.53 0.17 25.64 154.03 125. Detach & Reset Light fixture 1.00 EA 44.31 0.00 0.00 0.00 8.86 53.17 126. Detach & Reset Ceiling fan 1.00 EA 157.81 0.00 0.00 0.00 31.56 189.37 without light 127. Detach & Reset Heat/AC register - 2.00 EA 12.43 0.00 0.00 0.00 4.98 29.84 Mechanically attached 128. Mask and prep for paint - plastic, 93.01 LF 0.00 1.04 L50 t9.34 117.57 paper, tape (per LF) 129. Floor protection - plastic and tape 24 L93 SF 0.00 0.24 1.69 11.62 71.37 - 10 mil Totals: Kitchen 6.75 176.04 1,062.93 a r' 6 s Master Bedroom T 6� 3" --W" 1' 6� 5' 2" 1 1 2) 492.10 SF Walls F ° Mslcr6alroon, 1 703.48 SF Walls & Ceiling 2' a' j 23.49 SY Flooring l MIT' 61.51 LF Ceil. Perimeter y Area/Room Subroom: Bathroom (1) 175.95 SF Walls 205.93 SF Walls & Ceiling 3.33 SY Flooring 21.99 LF Ceil. Perimeter Height: 8' 211.38 SF Ceiling 211.38 SF Floor 61.51 LF Floor Perimeter Height: 8' 29.98 SF Ceiling 29.98 SF Floor 21.99 LF Floor Perimeter WALLACE_PHYLLIS_RECO 3/8/2018 Page:10 IRMOBaxter Restoration, LLC BAXTER RESTORATION_ rP M, ore --;r..r 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 .-4' 10" - 1(3)..-Py 6" ,( alroom„11, 4' h 0" d' 6"1 1-6'7"� i Closet (3) at �-6' 1" T i, Area/Roo, CONTINUED - Master Bedroom Subrooth: Vanity Area/Room (2) 168.00 SF Walls 195.00 SF Walls & Ceiling 3.00 SY Flooring 21.00 LF Ceil. Perimeter Subroom: Closet (3) 193.43 SF Walls 229.97 SF Walls & Ceiling 4.06 SY Flooring 24.18 LF Ceil. Perimeter Height: 8' 27.00 SF Ceiling 27.00 SF Floor 21.00 LF Floor Perimeter Height: 8' 36.54 SF Ceiling 36.54 SF Floor 24.18 LF Floor Perimeter DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL 130. Acoustic ceiling (popcorn) 304.89 SF 0.00 0.82 1.07 50.00 301.08 texture 131. Seal/prime then paint the ceiling 304.89 SF 0.00 0.71 3.20 43.30 262.97 (2 coats) 132. Detach & Reset Ceiling fan 1.00 EA 157.81 0.00 0.00 0.00 31.56 189.37 without light 133. Heat/AC register - Mechanically 1.00 EA 0.00 12.43 0.00 2.48 14.91 attached - Detach & reset 134. Carpet pad 304.89 SF 0.00 0.54 9.60 32.92 207.16 135. Carpet 377.25 SF 0.00 3.20 67.08 241.44 1,515.72 136. Mask and prep for paint - plastic, 128.69 LF 0.00 1.04 2.07 26.76 162.67 paper, tape (per LF) 137. Floor protection - plastic and tape 304.89 SF 0.00 0.24 2.13 14.64 89.94 - 10 mil 138. Interior door - Detach & reset - 2.00 EA 0.00 20.01 0.00 8.00 48.02 slab only Totals: Master Bedroom 85.15 45l .10 2,791.84 WALLACE_PHYLLIS_RECO 3/8/2018 Page: II IRMOBaxter Restoration, LLC BAXTER RESTORATION_ Ns ,;;a oe,eronse�w,e..xo 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Patio �10'4" 14'4"� l0'�-14' i Patio 1"2"_3. 3r 6'2"y" 1 V1, 11 lei I) DESCRIPTION 584.00 SF Walls 849.00 SF Walls & Ceiling 29.44 SY Flooring 73.00 LF Ceil. Perimeter QTY RESET REMOVE REPLACE Height: 8' 265.00 SF Ceiling 265.00 SF Floor 73.00 LF Floor Perimeter TAX O&P TOTAL 139. R&R 5/8" drywall - hung, taped, 32.00 SF 0.39 1.79 1.12 13.96 84.84 ready for texture 140. Remove Acoustic ceiling 233.00 SF 0.43 0.00 0.00 20.04 120.23 (popcorn) texture 141. Seal the ceiling w/latex based 265.00 SF 0.00 0.45 1.30 23.86 144.41 stain blocker - one coat 142. Acoustic ceiling (popcorn) 265.00 SF 0.00 0.82 0.93 43.46 261.69 texture 143. Paint the ceiling - two coats 265.00 SF 0.00 0.72 3.52 38.16 232.48 144. Mask and prep for paint - plastic, 73.00 LF 0.00 1.04 1.18 15.18 92.28 paper, tape (per LF) 145. Floor protection - plastic and tape 265.00 SF 0.00 0.24 1.86 12.72 78.18 - 10 mil 146. Contents - move out then reset - 1.00 EA 0.00 71.73 0.00 14.34 86.07 Large room 147. R&R Door closer - pneumatic 1.00 EA 8.92 26.66 1.08 7.12 43.78 To replace the door closer on the patio door that was damaged by the Fire department. 148. Ceiling fan - Detach & reset 2.00 EA 0.00 157.81 0.00 63.12 378.74 149. Blown -in insulation - 12" depth - 32.00 SF 0.00 0.84 1.34 5.38 33.60 R30 Totals: Patio 12.33 257.34 1,556.30 Total: Main Level 970.89 6,674.74 41,018.38 Line Item Totals: WALLACE_PHYLLIS_RECO 970.89 6,674.74 41,018.38 WALLACE_PHYLLIS_RECO 3/8/2018 Page:12 "IFROMIN Baxter Restoration, LLC BAXTER RESTORATION.. r.e map oe rsms:mman sc:;res 1106 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Grand Total Areas: 4,949.95 SF Walls 1,779.30 SF Floor 0.00 SF Long Wall 1,779.30 Floor Area 2,124.11 Exterior Wall Area 0.00 Surface Area 0.00 Total Ridge Length 1.,779.30 SF Ceiling 197.70 SY Flooring 0.00 SF Short Wall 1,924.41 Total Area 236.01 Exterior Perimeter of Walls 0.00 Number of Squares 0.00 Total Hip Length 6,729.25 SF Walls and Ceiling 617.69 LF Floor Perimeter 624.02 LF Ceil. Perimeter 4,949.95 Interior Wall Area 0.00 Total Perimeter Length Coverage Item Total % ACV Total % Dwelling 40,811.97 99.50% 40,811.97 99.50% Other Structures 206.41 0.50% 206.41 0.50% Contents 0.00 0.00% 0.00 0.00% Total 41,018.38 100.00% 41,018.38 100.00% WALLACE_PHYLLIS_RECO 3/8/2018 Page:13 FqVq M Baxter Restoration, LLC SAXTER RESTORATION_ so,na,e:,m,s:Namm-ams H 06 W. Central Blvd Orlando, FL 32805 407-423-5553 FEIN-27-5002706 Line Item Total Overhead Profit Material Sales Tax Replacement Cost Value Net Claim Summary for Dwelling Nick Anderson Project Manager 33,206.39 3,320.73 3,320.73 964.12 $40,811.97 $40,811.97 WALLACE_PHYLLIS_RECO 3/8/2018 Page:14 Main Level 1' 6". 2' d' 7' 6" 10' 10" Closet ya ty Area/Ro 143)onlPGi 1-y 6 I set ( 1 13edroonl I - I (i 3"If - Y P; ry -1 i Kitchen - - T 1 " Master Bedroom — 7' 6„ Bathroom �2' 7" 18' 7" '�' 2- 3' 28. 4„ )se( 1 Living Room Patio - - H 28' 8" o r rnn ou—'rc�D m� �O-�mZm V y.0 _m z D m D 0DONO��cri� O c a ZOx G)rMI, <mo �7 �i`J , �cn nocnmprvom Q7 D" 1 �� G-::49D<m�� m ^ � m 1 d oo>z(n- r z 0 fVj O � z M O D --1 M Z ,. 0 Lf�J ��'T O �2 ZmO00mmz U Om >- F- l0 OOX'a�DO'4 fl Ql -4ccp ;Z-jM>M m =_g�Dzo fA _ 0 Z o O Main Level �ZMT90 ca Z WALLACE_PHYLLIS_RECO '^ cn z � n 4/3/2018 Page: 1 -cn eu 46- SEMINOL[ COUNTY Product Approval Form REVISED 1/2/18 Building Division Address: 2414 S Palmetto Ave, Sanford, FL 32771 Permit # Product approval information can be obtained at the following sources: htti)://www.floridabuilding.org, http://www.miamidade.gov/building/pc-search app.asp OR directly from the manufacturer. The following information must be available on the jobsite for inspections: 1. This entire product approval form, stamped as "Reviewed" by Seminole County. 2. A copy of the manufacturer's installation details and requirements for each product. 3. All replacement windows and doors are required to meet 6th Edition FBC (Energy) Table 402.1.1. 4. A layout of dwelling or structure indicating type and size of window(s) and / or door(s) to be replaced with location and use of room(s). TYPE MANUFACTURER Fill in blank for others) # / SERIES I FLORIDA APPROVAL # MIAMI / DADE (INCLUDE DECIMAL) N.O.A SWINGING 11 SLIDING PLYGEM Premium Atlantic Aluminum 11109.4 11 OVERHEAD ** DOES WINDOW REPLACEMENT INVOLVE LATH REPAIR: YES 0 NO 0 SINGLE HUNG DOUBLE HUNG HORIZONTAL SLIDING CASEMENT FIXED SKYLIGHT MULLION ALUMINUM VINYL SHINGLES METAL TILE SINGLE PLY ** DOES SIDING REPLACEMENT INVOLVE WATER BARRIER/BUILDING WRAP REPLACEMENT: YES 0 NO 0 SIDING DWELLINGS ORIGINALLY DESIGNED AND BUILT WITH EMERGENCY RESCUE OPENING FOR BEDROOMS MUST MAINTAIN AN EQUAL OR GREATER WINDOW OPENING AREA THAN EXISTING WINDOW 1101 EAST FIRST STREET SANFORD FL 32771-1468 PHONE (407) 665-7050 FAX (407) 665.7486 Florida Building Code Online Page 1 of 3 - BCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats & Facts ',, Publications FBC Staff BCIS Site Map Links ( Search FIoil a 1 g Product Approval - � ,USER: Public User s ,,x ,,,pr - Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # FL11109-R7 Application Type Affirmation Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 71 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By WI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,Yes ONo N/A http://www.floridabui.1ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvujxl... 4/12/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/27/2017 Date Validated 06/27/2017 Date Pending FBC Approval Date Approved 06/29/2017 Summary of Products FL # Model, Number or Name Description 11109.1 Builders Atlantic Aluminum Sliding Patio Door 72" x 80" (Bypass 2 Track) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NI011111.03 .04-R1.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/31/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELD0098 RevB.Ddf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2089 Rev2.Ddf Created by Independent Third Party: Yes 11109.2 Premium Atlantic Aluminum Sliding Patio Door 283.5" x 96" Bypass Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NI011110.03-Ri.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11109 R7 II JELD0095 RevA.Ddf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2086 Revl.Ddf Created by Independent Third Party: Yes 11109.3 Premium Atlantic Aluminum Sliding Patio Door 283.5" x 96" Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NIO11110-Rl .3 .7.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: FL11109 R7 II JELD0097 RevA.Ddf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2087 Revl.Ddf Created by Independent Third Party: Yes 11109.4 Premium Atlantic Aluminum Sliding Patio Door 283.5" x 96" Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NI011110.01-R1 .2 .4.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/28/2020 Design Pressure: +80/-80 Installation Instructions Other: NCTL 210-3382-3 (NI011110.02) covers a 3-track FL11109 R7 II JELD0096 RevA.Ddf system with a three (3) 48" wide panel 142.75" x 96" XXX Verified By: Robert J. Amoruso, P.E. 49752 door. This test verifies 3-track systems. This impact glazed Created by Independent Third Party: Yes door is used to verify 3-track system for non -impact Evaluation Reports applications. FL11109 R7 AE PER 2088 RevI.Ddf Created by Independent Third Party: Yes 11109.5 Premium Atlantic Aluminum Sliding Patio Door 283.5" x 96" Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC NI011110.01-R1 .6.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/28/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELD0099 RevA R1.pdf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2090 Revl.Ddf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3 Gvujxl... 4/ 12/2018 Florida Building Code Online Page 3 of 3 11109.0 Premium Atlantic Aluminum Sliding Patio Door 283.5" x 96" Bypass and Pocket Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11109 R7 C CAC N1011110-R1 .05.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2020 Design Pressure: +50/-50 Installation Instructions Other: FL11109 R7 II JELD0100 RevA.Ddf Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11109 R7 AE PER 2091 RevI.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 - The State of Florida is an AA/EEO employer. Copyright 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: SeCtiTi METRICS 1:tkf�w: http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgttaGsIp3 Gvuj kl... 4/ 12/2018 JELD-WEN, INC. PREMIUMATLA VTICALUMINUMNON IMPACT ,STEEL REINFORCED SLIDING PATIO DOOR GENERAL NOTES- 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) AT THE DESIGN PRESSURE STATED HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NCTL-210-3382-2 DATED 03/14/07,ADDENDUM LETTER DATED 08/28/07,-NCTL-210-3360-2 DATED 12/08/06, ADDENDUM LETTER DATED 08/28/07 AND NCTL-210-3382-3 DATED 03/14/07 AND ASSOCIATED LABORATORY STAMPED DRAWINGS AND WERE TESTED IN ACCORDANCE WITH CURRENT HVHZ PROTOCOLS. 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. INSTALLATIONANCHORAGE DETAILS INSTALLATION NOTES: 5. DOOR FRAME MATERIAL: ALUMINUM ALLOY 1.TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION FOR ALL 6063—T6. 2—TRACK UNITS. THREE (3) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR 6. GLASS MEETS THE REQUIREMENTS OF ASTM LOCATION FOR ALL 3-TRACK UNITS. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT ALL HOOK STRIP JAMBS FOR 2—TRACK AND 3—TRACK UNITS. E.1300-04e(01). 7. DESIGNATION "X" AND "0" STAND FOR THE FOLLOWING: 7.1. X: OPERABLE PANEL 0: FIXED PANEL 8. A 1/3 INCREASE IN ALLOWABLE STRESS FOR WIND .LOADS WAS NOT USED IN THE DESIGN OF THE PRODUCT(S) SHOWN HEREIN. WIND - LOAD DURATION FACTOR Cd = 1.0 WAS USED. 9. IN ACCORDANCE WITH THE CURRENT EDITION OF THE HVHZ SECTION OF THE FBC, WOOD SHALL HAVE BEEN 'PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES, 3. 1X BUCKS AND 2X WOOD FRAMING (WHEN USED) 10. DISSIMILAR METALS INCLUDING FASTENERS SHALL BE DESIGNED AND ANCHORED TO PROPERLY THAT MAY COME INTO CONTACT WITH TRANSFER ALL LOADS TO THE STRUCTURE. BUCK ALUMUNUM DOOR FRAMING WOOD SHALL DESIGN AND INSTALLATION IS THE. RESPONSIBILITY HAVE BEEN PROTECTED AS DEFINED IN THE OF THE ENGINEER OR ARCHITECT OF RECORD. HVHZ SECTION OF THE CURRENT EDITION. OF THE FBC. 4. IN AREAS WHERE WIND—BORNE DEBRIS. PROTECTION REQUIREMENTS EXIST, USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM IS REQUIRED. TABLE OF CONTENT SHEET DESCRIPTION 1A GENERAL AND INSTALLATION NOTES 1B ANCHOR SCHEDULES 2 — 3 ELEVATIONS 4 — 5 ANCHOR LAYOUTS 6 ELEVATION AND ANCHOR LAYOUT 7 — 11 VERTICAL CROSS SECTIONS 12A, 128 — 14 HORIZONTAL CROSS SECTIONS 15 COMPONENTS 16 BILL OF MATERIALS 17 DOOR CONFIGURATIONS 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH.. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL .BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 4. ANCHORS FOR. INSTALLATION INTO WOOD FRAMING OR THROUGH 1 X BUCK TO CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS SHOWN IN ANCHOR SCHEDULE" SHEET 1 B'. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 6..FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 7.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE "ANCHOR SCHEDULE", SHEET 18. & ANCHORS SHALL BE. MADE OF CORROSION RESISTANT STEEL OR TREATED WITH CORROSION RESISTANT COATING-. DESIGN PRESSURE RATING (GLAZING TYPE 1 & 2) IMPACT RATING +80.0 PSF/-80.0 PSF NONE t2 M O I Robert J. Amoruso, P:E. FL P.E. No. 49752 rDigitally signed by Robert l.Amoruso, S= J ,P.E '§ DN:. cn=Robert J. .......... ,MjFOy Amoruso, P.E., ,0 :�;ce':ipF.. �'• -o=FTC Product _=Design Group, LLC, ou=FL P.E. No. 49752,.FBPE Cert. of A.d Na.25935,`N email=tuber[®p[�_1 cdrp.com, c=US ✓�� Date:2015.03.09 08:56:29-04'00' 2-TRACK ANCHOR SCHEDULE -HEAD, SILL � w o O 0 c IC a w F u u w. U o a 04 (D r O rn O O ry O p O O 11 ��w o J m Q 0�0� r 0- �z Z V 1—i EN-" CV 04 d' O J = !n "' :J [n UD m~ Z Q z CD w W xQ z��o Z rc N rc PG _ N zzD- w aJozoz g 1 4p9 U O Z a LL E---� to z W " W 5 wg a6g w o Sg g Ha` Robert J. Amoruso; P.E. FL P.E. No. 49752 •ro�P�yfPMEN�O �" o•. FT.Se Digitally slgnedby Robert J_. Amoruso, P.E. DN: cn=Robert J. Amoruso; P.E; o=PTC' *.., Product Design Giaup, LLC, ou=FCP.E. No. 49752, FBPE Cem of AUth. No. 25935; email=roben@pt—orp.com, -US Date: 2015.03.09 08.56:44-04'00' AND JAMB FRAMING COMPONENTS (SEE APPLICABLE CROSS SECTIONS) MANUFACTURER EDGE DISTANCE ANCHOR CAPACITIES SUBSTRATE TYPE SIZE ANDlOR SPECIFICATION EMBEDMENT (IN) (IN) BASED ON 1 /4" ITW ATT TAPCONSt'I 1-3/4" CONCRETE 21l2' MIN. 2500 PSI CONCRETE 114" (CS) 8 No. 14 (SS) ELCO ULTRACON Iv1 1-314" EXTERIOR ghlp 114" ITW ATT TAPCONSI'1 1" STRENGTH MASONRY FLAT 2 1J4"INTERIOR CONFORMANCE TO ASTM (BLOCK/CML1) HEAD C-90, MEDIUM WEIGHT 1!4" (CS) & No. 14 (SS) ELCO ULTRACON Ixl 1 1!4" (DENSITY 117 PCF) NO. 14 ANSI 818.6.1 (WS) 1'EXTERIOR WOOD WITHAMINIMUM yyppp 1-1l2" AND SPECIFIC GRAy1TY OF 1 /4" ASME 818.6.4 (TS) 1" INTERIOR 0.55: NOTES: 1) fNJ (ADVANC®THREADFORM TECFiJOLOGY) 410 STAINLESS STEEL TAPCONS WILL BEDS® FOR CONCREfElM4SOMY INSTALLATION. 2) ELCO CARBON STEEL (CS) OR 410 STAINLESS STD (SS) ULTRACONS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION. 3) FOR WOOD SCREWS (WS) F SPLITTING IS A CONCEf2N DRILL 0.149' (DRILL SIZE 25) ROT HOLE FOR N0. 14. 4) FOR TAf�P�M'3 SCREWS (TS) IF SFLffTNG IS A CONCERN, DRILL 0.165' (DRILL SEE 19) PLOT HOLE FOR 114" DIA. 3-TRACK ANCHOR SCHEDULE -HEAD, SI LRl L AND JAMB FRAMING COMPONENTS (SEE APPLICABLE CROSS SECTIONS) MANUFACTURER EDGE DISTANCE ANCHOR CAPACITIES SUBSTRATE TYPE SIZE ANDIOR SPECIFICATION EMBEDMENT (IN) (IN) BASED ON 1 /4" fTW ATT TAPCONSI'I 1-3/4" CONCRETE - MIN. 2500 PSICONCRETE 114' (CS) & No. 14 (SS) ELCO ULTRACON Ivl 1-3/4" 1 1/2' EXTERIOR STRENGTH MASONRY FLAT 1/4' 1TW ATT TAPCONSI'1 1" .AND CONFORMANCE TO ASTM 1 1l2" INTERIOR (BLOCKlC MU) HEAD Ixl C-90, MEDIUM WEIGHT 1!4" (CS) .& No. 14 (SS) ELCO ULTRACON t t!4" (DENSITY> 117 PCF) NO. 14 ANSI 818.6.1 (WS) 1' EXTERIOR WOOD WITH A MINIMUM V,/ppp 1-112" AND SPECIFIC GRAMTY OF 1l4" ASME B18.6.4 (TS) 1" INTERIOR 0.55. NOTES: 1) ffW (ADVANCED THREP.DFORM TECHNOLOGY) 410 STAINLESS STffi. TAPOONS WLL BE USED FOR CONCRETEMASONRV INSTALLATION. 2) ELCO CARBON STEEL (CS) OR 410 STAIrRESS ST63.(SS) ULTRACONS WILL BE USm FOR CONCRE�FJMASONRY INSTALLATION. 3) FOR WOOD SCREWS (WS) F' SPLffTNG IS A CONCERN, DRILL 0.149" (DRILL SQE 25) PLOT HOLE FOR NO. 14. 4) FOR TAPPMG SCREWS (TS) IF SFifiTNG IS A CONCERN, ORLL 0.165" (DRILL SQE 19) PLOT HOLE FOR 1/4" DIA.. ANCHOR SCHEDULE -HOOK STRIP JAMB FRAMING COMPONENT (DETAIL VI14) ANCHOR SCHEDULE -HOOK STRIP JAMB FRAMING COMPONENT (DETAIL VI14) MANUFACTURER EDGE DISTANCE ANCHOR CAPACITIES SUBSTRATE TYPE SIZE AND/OR SPECIRCATION EMBEDMENT (IN) (IN) BASED ON 3/16" ITW ATT TPPCONSI'I 1-314" CONCRETE MIN. 2500 PSI CONCRETE 3/16" ELCO ULTRACON Izt 1-314" FLAT 1"EXTERIOR 3/16" ITW ATT TAPCONSI'1 1" STRENGTH MASONRY HEAD AND CONFORMANCE TO ASTM S/16" ELCO ULTRACON 1�l 1 1/4' ( BLOCKlCMU) OF PAN HEAD 1' INTERIOR C-90, MEDIUM WEIGHT WOOD WITHAMINIMUM N O. 10 ANSI 618.6.1 (WS) WOOD 1-114" SPECIFIC GRAVITY OF NO. 10 ASMEB18.6.4(TS) 0.55. NOTES: 1) fIW (AOJANC®THRFADFOFAA TECHNOLOGY) 410 STAINLESS STEM TAFCONS WILL BE USED FOR CONCRETEIM4SON2V INSTALLATION. 2) ELCO CARBON STD (CS) OR 410 STAINLESS STD (SS) ULTRACONS WILL BE USED FOR OONCREfEIMASONFiV INSTALLATION. 3) FOR WOOD SCREWS (WS) F SFifiTNG 4S A CONCERN, DRILL 0.112" (DRILL SIZE PLOT HOLE FOR N0. 10. 4) FOR TAPPING SCREWS (TS) E SPLITTNG 6 A CONCERN, DRILL 0.121" (ORIEL SEE 31) PLOT HOLE FOR NO. 10. WEEP SLOT NOTES: 1. ALI, UNITS HAVE A .375" x .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED .75" FROM EACH JAMB AND 3S"FROM ALLINTERLOCKS. STANDARE 2. ALL UNITS HAVE A 375" x 93 3/4• STACK .125" WEEP SLOT CUT MAX. PANEL P THROUGH THE EXTERJOIR HEIGHT 128 DOOR TRACT{ LOCATED 6" P FROM ALL INTERLOCKS. 12A 96" MAX. REVERSE DOOR HEIGHT STACK 89 5/8" MAX. D.L.O.: HEIGHT APPROVED CONFIGURATIONS. PANELS AND FRAME SIZES 1) SEE SHEET 17 FOR APPROVED PANEL CONFIGURATIONS. 2)TYPICAL PANEUFRAMECONFIGURATION ELEVATIONS SHOWN ON SHEETS 2, 3 AND 6 AND ASSOCIATED ANCHORAGE REQUIREMENTS ON SHEETS 4, 5 AND 6. 3) THE MAXIMUM FRAME AND PANEL SIZE (WIDTH AND HEIGHT) AND THE MAXIMUM NUMBER OF PANELS SHALL NOT EXCEED THAT OF THE TESTEDiUNITS. 93 3/4' MAX. PANEL HEIGHT Q r, 12A 96' MAX. DOOR HEIGHT 89 5/8" MAX. D.L.O. HEIGHT NOMINAL PANEL = 49 1/2" X 93 3/4" MAT, UVUK 1'YIU111 ZOJ 1/2 FIXED PANEL ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL AVG. WIDTH 47.3' WIDTH WIDTH WIDTH WIDTH FIXED PANEL WIDTH7//8' D.LO WIDTH D.LO.. WIDTH D.LO. WIDTH D.-O. WIDTH D.1.0. WIDTH D.L. IDTH 42 7/8' 42 7/8' 42 7/8' 42 7/8' 42 7/8' I I E I I I I I I I 8 R S 8 rT 1 13 13 i 3 I 17,71 13 0 INACTIVE I X ACTIVE I 0 X J ACTIVE a f N I X ACTIVE I I X 0 ACTIVE Z 10 I I 0 INACTIVE Z I I D I I I AiJ I Ar. I Ai I Ai REINFORCEMENT �/ I LREINFORCEMENT REINFORCEMENT ELEVATION (3-TRACK) SGD 6D3'1' (OXXXXO) SIX PANELS SHOWN, SEE NOTE SHEET 2 MAX. DOUR WIUIH. 283 1/2- .ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL ACTIVE PANEL AVG. WIDTH 47.3' WIDTH -WIDTH WIDTH WIDTH WIDTH y� D 42 7WIDTH D.40.7/6 WIDTH D.42 WIDTH 0 42 7WIDTH D.4 0. 7/8-D.L.O. WIDTH -� 4278' I A/ %/ ll %/ I B I I I I I I I I C S S 7 13 13 1 3 i 13 i 13 X I X I X I J X I Y X Y I Y X ACTIVE . �o ACTIVE o Of I 0 ACTIVE ACTIVE I I o ACTIVE o o ACTIVE Z Z I W Z I H � Q W W Z Z I W Z _ A All I All I I I I `REINFORCEMENTS ► I -REINFORCEMENT REINFORCEMENT ELEVATION (3-TRACK) SGD 6D3T (XXXXXX) SIX PANELS SHOWN,SEE NOTE SHEET 2' VA Z Lf)0 10 0 0 0 Q Z n 11 N o�� 0 0 1 -1 w N xwin C] _ Vn c1Q�ao� VI 0 v) Z W xa z��� zw71b Qo I <zw Q to U U L i---� t'nj z. ~ z 8 w 8 Robert J. Amoruso, P.E. FL P.E. No.49752 Digitally signed by Robert1 Amoruso, P.E. p1 `u•.,._...; .. � DN: cn=Robek 1. Amoiuzo, P1.E.`, o=,PT,_C Product Design Group, LLC, ou=FL P.E. No. 49752, FBPE Cert. of Auth. No. 25935, email-robert@pto-corp:com, c=US Date: 2015.03.09 08:56:56-04'00' MAX. DOOR WIDTH 96' ACTIVE PANEL ACTIVE PANEL AVG. WIDTH 47.3" WIDTH D.L.O. WIDTH D.LD' WIDTH f 42 7/8- 42 7/8" y iT POCKET WALL UNDER ll SEPARATE APPROVAL j j 89 5/8" I93 3/4' MX. D L0 MAX• PANEL HEIGHT W I 14 14 U 96" M I 13 DOOR H X X Y CTIVE I Y ACTIVE i o I o I � j G I Z Z 9 w REINFORCEMENT�� �J ELEVATION (2-TRACK) WEEP SLOT N07 FS:. SGD 2D2TIP (XX) 1. ALL UNITS HAVE A.375" x STANDARD OR REVERSE .125" WEEP SI o'1' CUT 'THROUGH THE SCREEN TRACK LOCATED.75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2. ALL UNITS HAVE, A .375" x .125" WEEP SLOT CUT THROUGH THE EXT'ERIOIR DOOR TRACK LOCATED 6" FROM ALL. INTERLOCKS. 9E DOOI J(. IGI MAX.. DOOR WIDTH 98' ACTIVE PANEL ACTIVE PANEL AVG. WIDTH 47.3" WIDTH D.LO, WIDTH D.L.O .WIDTH 42 7/8- 42 7/8" POCKET WALL UNDER SEPARATE APPROVAL 89 5/8' IMHIGHTO 710 I 96" MAX. I Vao DOOR HEIGHT I 14 14 i I I I I 13 I 93 3/4' Y X J I MAX. PANEL I O ACTIVE a O c� JT I I ACTIVE O O -- i HEIGHT I a l Z J 10 // POCKET W) UNDER SEPARATI APPROVA REINFORCEMENT-'--- ELEVATION (2-TRACK) REINFORCEMENT SGD 2D2T2P (XX) STANDARD OR REVERSE MAX. DOOR WIDTH 192' FIXED PANEL ACTIVE PANEL —ACTIVE PANEL —ACTIVE PANEL AVG. WIDTH 47.3' ~ WIDTH WIDTH WIDTH O.L.O. WIDTH D.L.O. WIDTH D:L.O. WIDTH D.L:O. WIDTH 42 7/8" y 42 7/8' 42 7/8' 42 7/8' I � ( POCKET WALL UNDER 011 cY %/ %/ � %/ � 93 3 /4" ( I 2 11 O I O I SEPARATE APPROVAL MAX. PANEL I z I I I HEIGHT _ z z V I j 14 13 j 14 HEIGHT 89 5/8" M HEIGHT D.L.O. E:I j v 3 o X ACTIVE X ACTIVE I J '137 X (y ACTIVE X ACTIVE I I Z LA I I Y I I I I ii. 11 Ai I ii. All I POCKET WALL UNDER I I SEPARATE APPROVAL REINFORCEMENT ELEVATION (3-TRACK)\LREINFORCEMENT-/ SGD 4D3T2P (XXXX) NOTE: NOMINAL PANEL = 49 1/2" X 93 3/4" STANDARD OR REVERSE �z L m O O p O Q Z r) Nip 0 �� O O O J Li O 7 I —I a cv I c')Nzap0 p il�� z 1a Z Lu $$ z G`4., I W Qzw g xg ��zz $ W > � V,gl LL Robert J. Amoruso, P.E. FL P.E. No.49752 aT a Digitally signed by �Robert J. Amoroso, i P.E.. DN:.cn=RobertJ. Amcruso, �; �,ce"ae•.gG4� o=PTC Product q''1 rsz Design Group, LLC, gLLW�"5 •s_'ou=FL P.E. No. o. sr � oe +•' 49752,FRPECert. of "•.ssroHa' Et°d ,Autb No:25935,"+ ' email=robert@pfc corp.com, c=US Date: 2015.03.0009 08:57:09-04.' MAX DOOR WIDTH 283 1/2" 12.5'MAX' SEE CLUSTER SEE CLUSTER SEE CLUSTER O.C.C. TYRSEE SHT.. 4 DETAIL SHT. 4 DETAIL SHT. 4 6 MAX. TYP. HEAD &SILL TYP; HEAD &SILL IYP. HEAD &SILL 6" MAX. TYP. ' IT---- 14" MAX. O.C. TYP. 96" MAX. DOOR HEIGHT INSTALLATION ANCHOR MIN. LOCATION SION TYP. TYP. SEE INSTALLATION NOTE 1 SHEET 1A 3-TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL MASONRY/CMU INSTALLATION WOOD FRAME/2X BUCK INSTALLATION TYPICAL HEAD AND SILL WEEP SLOT NOTES: 1. ALL UNITS HAVE A.:375" x .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED .75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2. ALI, UNITS HAVE A.375" x .125" WEEP SLOT CUT 'THROU(;H PHE EXTERIOIR DOOR TRACK LOCATED 6" FROM ALL. INTERLOCKS. IiI IiI II 12.5" I 12.5' 2.5" 2.5" TO.C. 12.5' 12.5." MAX, MAX. MAX MAX. MAX. MAX. O.C. O.C. O.C: O.C. O.0 TYP. TYR TYR TYR TYP. TYR IIi Y g Y g � Y o of X I W x X I w X I W o. INACTIVE z CT AVEI i z ACTIVE a ACTIVE i z ACTIVE i z INACTIVE I I I I 15.75• I I I I MAX. I I I I I I 12.5" MAX. O.C. TYP. (3) ANCHORS ° PER LOCATION M o o � w * a w o m 0 (3) ANCHORS PER LOCATION STD. JAMB (2) ANCHORS .PER POCKET HOOK STRIP 6:' MAX. TYP. —�'I 4'F- SEE CLUSTER SEE SEE CLUSTER SEE CLUSTER _ / DETAIL SHf: 4 DETAIL SHT.. 4 DETAIL SHT. 4 INSTALLATION TYP. HEAD & SILL TYP. HEAD & SILL TYP. HEAD & SILL ANCHORS SEE INSTALLATION ANCHOR LAYOUT (3-TRACK) PER ANC NOTES SHEET to SGD 6D3T(OXXXXO) SEE NOTESHEET2 MAX DOOR WIDTH 283 1/2` 12.C. MAX. O.C. TYP. SEE CLUSTER SEE CLUSTER SEE CLUSTER 6' MAX TT— DETAIL SHT. 4 P. HEAD & SILi� DETAIL SHT. 4 HEAD & SILL�TYP. DETAL SHT. 4 HEAD & SILL' 6 MAX. TYP. E-- 14* MAX. D.C. TYR 96" MAX. DOOR HEIGHT INSTALLATION ANCHOR LOCATION TYP. SEE INSTALLATION NOTE 1 SHEET to I I I I I A I / 1/ 112.5' 12.5" 12.5" 12.5" 12.5" 12.5" MAX.. MAX. MAX. i MAX. i y MAX. i MAX. O.C. O.C. O.C. D.C. O.C. O.C. TYP. TYR I TYR I TYR I TYP. I TYP. I Y I Y f J Y I Y I I o t o O I J I ci Q: x ACTIVE i I z ACTIVE i I z ACTIVE I ACTIVE z i I ACTIVE z i I ACTIVE I I I I i I TO 11 I I I I 6"USTER SEE DETAIL SHT. 4 DETAIL SHiCLUSTER SEECLUSTE4 J DETAILR SEE LSHT.4 TYP. HEAD At SILL TYP. HEAD & SILL TYP. HEAD & SILL. ANCHOR LAYOUT (3-TRACK) (3) AN PER LO SGD 6D3T(XXXXXX) SEE NOTE SHEET:2 12.5" MAX. O.C. TYP. (3) ANCHORS PER LOCAT10N (3) ANCHORS PER LOCATION (2) ANCHORS PER POCKET HOOK STRIP ANCHORS SEE INSTALLATION NOTES SHEET 1A w O O p O d to O to F-1 a C11 p c� u-') r Z�Q1a Wazz� z � Z zwQO W U � U U co z l� co z Z. W >g ~J m� Robert J. Amoruso, P.E. FL P.E. No. 49752 l{ N#",lei ¢- I��"SS�ON���N6�•• Digitally signed by Rob rt.l. Amor—, P.E. DN: cn Robert J. Amo so P.E a6=PTC>g Product Design GrbUp LLC, No. 41152,FIPE Cell. IIA th. No. 11111 email=robert�ptc-cdip<om, c=US Date: 2015.03.. 0..,7:21 -04'W 12.5' MAX. O.C. TYR 6- MAX. TYR 14' MAX. O.C. TYP. F - INSTALLATION ANCHOR LOCATION TYP. SEE INSTALLATION NOTE 1 SHEET 1A MAX. DOOR WIDTH 96' SEE CLUSTER 12.5' MAX' D.C., TYP ANCHORS DETAIL SHT. 5 PER LOCATION �ilP. HEAD &SILL 6' MAX. TYP. I } 12.5" Ai. 12.5" MAX. I MAX. I TYR I TYR I TYMAX. D.C. O.C. ttP. I Y I Y I I O I O I w I z I DOOR H X X ACTIVE I ACTIVE I\\- (2) ANCHORS PER POCKET I HOOK STRIP Lff± I fl I (2) ANCHORS PER LOCATION 1 —\ S E CLU ER MAX. DOOR WIDTH 98" 12.5" MAX. O.C. TYR ____[, SEE CLUSTER 6' MAX. DETAIL SHT. 5 TYR -' C TYP. HEAD &SILL 6' MAX. TYP. 12.5" I �/ 12.5' WEEP SLOT NOTES: MMAAPX f 1. ALL UNITS HAVE. A .375" x14" MAX. OAX .125' WEEP SLOT CUT O.C. TYP.� 1 I Y TYR I Y THROUGH THE SCREEN I O I O TRACK LOCATED .75" FROM —� I ,X. EACH JAMB AND 3.5" FROM I w w IGHT ALLINTERLOCKS. I z I z X < X, 2. ALL UNITS HAVE A .375" x I ACTIVE I < ACTIVE .125" WEEPSLOTCUT Ln —" THROUGH THE EXTERIOIR DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. it I A/ 12.5" MAX. O.C. TYP (2) ANCHORS PER LOCATION 96" MAX. DOOR HEIGHT \\-(2) ANCHORS PER POCKET X( HOOK STRIP _ (2) ANCHORS PER .LOCATION INSTALLATION ANCHORS-V `- ULIAIL SHI. b INSTALLATION ANCHORS--` DETAIL SHT. 5 -' SEE INSTALLATION TYP. HEAD & SILL SEE INSTALLATION TYP. HEAD & SILL NOTES SHEET to ANCHOR LAYOUT (2-TRACK) NOTES SHEET to ANCHOR LAYOUT (2-TRACK) SGD 2D2TI P (XX) SGD 2D2T2P (XX) STANDARD OR REVERSE MAX. STANDARD OR REVERSE DOOR WIDTH 192" 12.5' MAX. 12.5" MAX. O.C. TYR SEE CLUSTER SEE CLUSTER (3) ANCHORS O.C. TYR MAX. DETAIL SHT 46" / TYP. HEAD k SILL /�' / T'yP.HEAD & SILL �EAIL SHT 4 R LOCATION ttP. / / LUSTER 3° 3" 3' 3' 2.88' MIN. SEPARATION 2-TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL MASONRY/CMU AND WOOD FRAMF12X RUCK TNSTALLATTON TYPICAL HEAD AND SILL. 96" MAX. DOOR HEIGHT INSTALLATION ANCHOR LOCATION TYP. SEE INSTALLATION NOTE 1 SHEET 1A INSTALLATION ANCHORS SEE INSTALLATION NOTES SHEET 1A 12.5" �/ 12.5- MAX. I 125'L I I 12.5" �. MAX. O.C. MAX. MAX. O.C. T1'P. I O.C. O.C. TIP. I i TYP. TYR I I Y I I� Y I I I� Y Y 0 I I� X X � X X I I z ACTIVE I z ACTIVE a ACTIVE z_ ACTIVE z I ZA11 I I I Awl L SE CLUSITER SSE CLUSTER 1 DETAIL SHT. 4 DETAIL SHT. 4 TYP. HEAD & SILL TYP. HEAD & SILL S� ANCHOR LAYOUT (3-TRACK) PER LOCATION SGD 4D3T2P (XXXX) STANDARD OR REVERSE 6' MAX. TYP. T 14* MAX. D.C.O.0ttP. (3) ANCHORS / PER LOCATION (2) ANCHORS PER POCKET HOOK STRIP 0 1 v v Ir O O 0 O Q O Z a a co v)c) Z end �a W xz z� E-F Z /I w w Q O n U V z LDZ co W >5 I Hil Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J. A o use P.E _. DN: —Robert J. Amoroso P.Eo-PIC Product Design Group LLC. ou FL Ph No. 49752; FBPE Cent. of Auth. No. 25935, emall=robert@ptc-corp.com, c=US Date2015.03.09 08:57:34-04'00' POCKET WALL UNDER SEPARATE APPROVAL 96" DOOR WEEP SLOT NOTES: I. ALL UNITS HAVE', 375"s .125" WEEP SLOT CUT THROUGH THE SCREEN TRACK LOCATED.75" FROM EACH JAMB AND 3.5" FROM ALL INTERLOCKS. 2. ALL UNITS HAVE A .375" z .125" WEEP SLOT CUT THROUGH THE EXTERIOIR. DOOR TRACK LOCATED 6" FROM ALL INTERLOCKS. MAX. DOOR WIDTH 145" ACTIVE PANEL AVG. WIDTH 47.3" ACTIVE PANEL. WIDTH ACTIVE PANEL WIDTH DLO WIDTH 427/8" 1� D L 0 WIDTH 42 7/8" � II�� D L0. WIDTH I 42 7/8" y 93 3/4" 93 3/4" I I 8 MAX. PANEL I I 7 HEIGHT V U U 7 Oa. 13 i 3 i 12 }4 MAX I 1EIGHT 89 5/8" X X X MAX. '.D.L.O. I .o ACTIVE o. ACTIVE I[cc); ACTIVE A I I LUSTER- 3" 3" �— MIN. SEPARATION TYP. 3-TRACK CLUSTER DETAIL INTERLOCK/ASTRAGAL REINFORCEMENT REINFORCEMENT MASONRY/CMU INSTALLATION ELEVATION (3-TRACK) WOOD FRAME/2X BUCK INSTALLATION TYPICAL HEAD AND SILL SGD 3D3TI P (XXX) STANDARD OR REVERSE 12.5" MAX. 12.5" MAX. O.C. TYP. O.C. TYR SEE CLUSTER 6" MAX. DETAIL SHT. 6 TYP. HEAD SILL (3) ANCHORS i TYP. _ �� PER LOCATION 6" MAX TYP. f MAX D.C.C. TIP. INSTALLATION ANCHOR LOCATION _ TYR SEE INSTALLATION NOTE 1 SHEET 1A - MAX. I 12.5" I MAX. f O.C. MAX. O.C. TYP. TYP. i T R i Y U o X I Y U o X I I Y U of X w ACTIVE w ACTIVE I w ACTIVE, f — 12.5" MAX. I D.C. TYR 6" MAX.- I~ TYP. (3) ANCHORS PER LOCATION \-(2) ANCHORS PER POCKET HOOK STRIP INSTALLATION ANCHORS SEE INSTALLATION SEE CLUSTER T NOTES SHEET 1A DETAIL SHT. 6 J (3) ANCHORS TYP. HEAD & SILL PER LOCATION ANCHOR LAYOUT (3-TRACK) SGD3D3TIP(XXX) STANDARD OR REVERSE NOTE`. NOMINAL PANEL = 49 1/2" X 93 3/4 -Robert J. Amoruso, P.E. FL P.E. No. 49752 T"I Digitallysigned by }F g. Robert J. Amoruso, 1+5 P.E. DN: cn=Robert J. (' ••�� j,Mes';'• =�g0Amoruso. P.E., o=PTC Product;j-Design Group, LLC, o' sy4s or 'w d'u=FL P.E. No. 49752, FBPECert. of Al a+°' :AuthrNo. 25935`� email=robert@pfZ` corp.com, c=115 Dace: 2015.03.09 „ rp08:57:48 -04'00• 1 1/2" MIN. 2" MIN. EDGE DISTANCE SEPARATION CONCRETE (BY OTHERS) 5 5 SEAL BETWEEN 1X WOOD BUCK & CONCRETE (BY OTHERS) 1X WOOD BUCK (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) EXTERIOR FINISH L (BY OTHERS) PERIMETER SEAL - - 3 (BY OTHERS) t 3 ari I ':I ai za r 1 1/2" MIN. DGE DISTANCE SEE ANCHOR SCHEDULE SHEET 1B MIN. EMB. 1 " MIN. EDGE DISTANC WOOD SHEATHING (BY OTHERS) EXTERIOR FINISH (BY OTHERS) "SPACE i- SHIM PERIMETER SEAL 1 (BY OTHERS) 42 ACTIVE PANEL NOTE: ALL ACTIVE PANEL WILL HAVE TWO (2) 13 \� L`J PANEL BRACKETS (ITEM #7) ON THE EXTERIOR FACE OF THE PANEL AT THE 3 74 FIXED INTERLOCK, INTERLOCK OF ASTRAGAL PANEL, LOCKSTILE OF 4 LOCKING PANEL AND LOCKSTILE OF 1.,. OPERATING PANEL TO FRAME JAMB 21 2" MIN. 'PARATK 1" MIN. E DISTANCE 1 1/2" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE 4 (2) 2X WOOD FRAME ��1555"' (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) 21 SEE GLAZING DETAIL 2 ON SHEET 16 SEE GLAZING DETAIL 2 vv I EJ 9 THERE WILL BE ONE (1) PANEL SEE GLAZING DETAIL 2 ON SHEET 16�1 Il - INTERIOR BRACKETS (ITEM #7) AT THE HEAD AND 2 ON SHEET 16 FXTERIOR SEE GLAZING DETAIL ONE (1) PANEL BRACKETS (ITEM #7) FXTERIOR INTERIOR 21 AT THE SILL. EACH PANEL BRACKET 2 ON SHEET 16 (ITEM #7) IS SECURED TO THE FRAME VERTICAL SECTION HEAD OR SILL WITH TWO (2) #10 x 1" VERTICAL SECTION ALL PANELS OPERABLE HEX TEK SCREWS (ITEM #37) WOOD ' ' CONCRETEW/ I WOOD BUCK INSTALLATION FRAME INSTALLATION OR TWO (2) #10 x 7 ALL PANELS OPERABLE 5/16' TYPE "F" PH TAPPING SCREWS WOOD INSTALLATION SEE GLAZING DETAIL (ITEM #22) MASONRY OR CMU SEE GLAZING DETAIL 1 1 INSTALLATION. THE #10 x 5/16" TYPE 12 ON SHEET 16 1 ON SHEEP 16 "F" PH TAPPING SCREW (ITEM #22) SEE GLAZING DETAIL -- -- MUST BE INSTALLED INTO A 1 ON .SHEET 16 EXTERIOR 8 9 g 9 8 9 1NT'FRIOR PRE -DRILLED PILOT HOLE OF 0.177", 5 NO. 16 DRILL. THE PANEL BRACKETS 10 t0 ARE NOT SECURED TO THE FACE OF 36 11 11 3 THE ACTIVE PANELS. EXTERIOR 14 — 5 SET FRAME SILL IN BED 5 `` _ �• 35 SILL RISER REQUIRED 36 OF SEAL OR CONCRETE -- 18 -- 36 - FOR WATER RATING SET FRAME SILL IN 4 PERIMETER SEAL 44 j 6 I6 ® BED OF SEALANT (BY OTHERS) ®- -®j� - ®', PERIMETER SEAL CONCRETE (BY OTHERS) �_`_ L a (BY OTHERS) 44 EXTERIOR FINISH ° a, (BY OTHERS) ° e . WOOD SHEATHING SEE ANCHOR SCHEDULE (BY OTHERS) SHEET 1 B MIN. EMB. 5 5 5 (2) 2X WOOD FRAME 5 (BY OTHERS) 51 OR.®3 15 1 1/2" MIN. 2" MIN. 1 1/2" MIN. 1" MINIMUM�—j 2" MIN. 1" MINIMUM EDGE DISTANCE SEPARATION EDGE DISTANCE EDGE DISTANCE SEPARATION EDGE DISTANCE (A)VERTICAL SECTION VERTICAL SECTION ALL PANEL OPERABLE COONNCRETCA °AA°ION 3-TRACK INSTALLATION (TYP.' WOOD INSTALLATION SEE GLAZING DETAIL 1 ON SHEET 16 INTERIOR SILL RISER REQUIRED FOR WATER RATING I 1 1/ MIN EMBEDMENT am ®u��g J Robert J. Amoruso, P.E. FL P.E. No. 49752 �" Digitally signed by 1= Robert J. Amoruso, RE ' ' DN: -Robert 1. °`t o=PTC Product tA�=iDesign Group, LLC, w; ou=FL P.E. No. 49752,EBPECert.ol �•.ss o n ge+° ' Auth.�N.. 25935; `°' "'�"' ail=robeit@pR-" J corp.com, c=US a,r Date: 2015.03.09 - 08:58:01-04'00' 2" MIN. SEPARATION 1 1/2- MIN. 2" MIN. 1 1/2" MIN.. EDGE DISTANCE SEPARATION EDGE DISTANCE � 1" MIN. 1" MIN. EDGE DISTANCE 51 OR 3 EDGE DISTANCE n WOOD SHEATHING CONCRETE (BY (BY OTHERS) OTHERS) SEAL BETWEEN 5 5 o W 1X WOOD BUCK & o EXTERIOR FINISH v (BY OTHERS) 1 1/2" MIN. CONCRETEM (BY OTHERS) EMBEDMENT 1X WOOD BUCK a w u (BY OTHERS) (SEE GENERAL SEE ANCHOR SCHEDULE o 0 I HIM MAX. NOTE 3 SHEEP 1A) SHEEP 1B MIN. EMB V SEE FIXED PANEL SHIM SPACE w o NOTES SHEET 72B 7 SEE FIXED PANEL 7 > NOTES SHEET 12B 1/4" MAX E a p �— Ii � SHIM SPACE PERIMETER SEAL EXTERIOR FINISH BY OTHERS) (2) 2X WOOD FRAME 13 4 3 -K 42 (BYOTHERS) PERIMETER SEAL 13 X 4 r 3 J 4 o n o (BY OTHERS) 3 11 �i 34 NOTE 3 SHEET 1A) (BY OTHERS) 3 11 34 4 O ri w 14 / 1017 14 10 11 4 1 10 SEE GLAZING DETAIL U 27 4 70 SEE GLAZING DETAIL to 20 9 2 ON SHEET 16 2 1 21 U z SEE GLAZING DETAIL SEE GLAZING DETAIL 2 ON SHEET 16 '� to Z U 2 ON SHEET 1.6 21 20 9 2 ON SHEET 16 2 0 9 f-- 4 N o vi co Ln Ld EXTERIOR INTERIOR EXTERIOR INTERIOR O v to m z U A jatn � .. E VERTICAL SECTION - VERTICAL SECTION W W o S a- 8 8 EXTERIOR PANEL FIXED Z Z U EXTERIOR PANEL. FIXED E"' 0 $ WOOD INSTALLATION CONCRETE W/ I X WOOD BUCK. INSTALLATION U Q-Z Q. n ZW z Q 11 SEE GLAZING DETAIL W 9 � > E SEE GLAZING DETAIL 12 SEE GLAZING DETAIL 2 1 ON SHEET 161 1 ON SHEET 16. p .. SEE GLAZING DETAIL ¢ 1 ON SHEET 16 . xg.. 1 ON SHEET 16 EXTERIOR 5 8 9 g g 8 g INTERIOR J EXTERIOR 8 9 8 g 8 g INTERIOR w306 � g 8T t0 - 3 SILL RISER REQUIRED - 10 10 SILL RISER REQUIRED G 11 11 FOR WATER RATING ... ..� ,, ._.., i t _ _ _ FOR WATER RATING 5 SET FRAME SILL IN BED OF 37 �. 5 35 4 _ .. 11 SEAL OR CONCRETE ! '-_- SET FRAME SILL IN �` •I 35 3 BED OF SEALANT 37 PERIMETER SEAL 44 I ® � � � � qq BY OTHERS) PERIMETER SEAL 3 CONCRETE (BY OTHERS �I ( ) _, I I c (BY OTHERS). a EXTERIOR FINISH (BY OTHERS) P.E. a { a WOOD SHEATHING Robert J. Amoroso; P.E ' (BY OTHERS) FL P.E. Na49752 SEE ANCHOR SCHEDULE 7 5 5 5 "inMs';"'•,, SHEET y1B MIN. EMB. SEE FIXED 7 5 (2) 2X WOOD SEE FIXED PANEL 5 PANEL NOTES OR ®3 FRAME OTES SHEET 12B 1" MINIMUM 2" MIN. i" MINIMUM (BY OTHERS) c ov SHEET 12 EDGE DISTANCE SEPARATION51 EDGE DISTANCE 1 1/2" MIN. 2" MIN 1 1/2" MIN. EDGE DISTANCE SEPARATION Digitally signeby RobertJ. Amoroso, EDGE DISTANCE P.E.r/d' ` ;—.-_ VERTICAL SECTION VERTICAL SECTION DN cn Robert J. Amoruso PE o-P_TC"' D Product Des gn Group LLC o FL P.E"",y $ 3-TRACK INSTALLATION (TYP.) EXTERIOR ONSTALLATION N . '.bet@ptc,t.ol Auth No.25935, EXTERIOR PANEL FIXEDWOOD email=robert@ptc-core com c US CONCRETE INSTALLATION Date tot 5.03.09 08:58:15 -04'00 . .J VERTICAL SECTION 9. BOTH PANELS OPERABLE WOOD INSTALLATION t" MIN. ISTANCE CONCRETE (BY OTHERS) SEAL BETWEEN 1X WOOD BUCK & CONCRETE (BY OTHERS) MIN. >MENT 1X WOOD BUCK. (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) EXTERIOR FINISH (BY OTHERS) INTERIOR PERIMETER SEAL (BY OTHERS) EE GLAZING DETAIL ON SHEET 16 SEE GLAZING DETAIL 1 ON SHEET 16 ;-7 T�� �// .-.5 INTERIOR y 2.88" MIN. 2 1/4" MIN. 2 1/2" MIN, SEPARATION EDGE DISTANCE EDGE DISTANCE u- �1 SEE ANCHOR SCHEDULE O 2 SHEET 1 B MIN. EMS. I w o' U 1 /4.r MAX. w SHIM SPACE < EXTERIOR l-l.., L.I\.I...,....I..I v INTERIOR 21 SEE GLAZING DETAIL 2 ON SHEET 16 VERTICAL SECTION BOTH PANELS OPERABLE CONCRETE W/ I X WOOD BUCK INSTALLATION EXTERIOR INTERIOR SEE GLAZING DETAIL 2 SEE GLAZING DETAIL 1 ON SHEET 16 T 12 1 ON SHEET 16 -..— 18-� 3 SILL RISER REQUIRED SET FRAME SILL IN FOR WATER RATING BED OF SEALANT ® 6 PERIMETER SEAL n ''.....fil I.®I.JI (BY OTHERS) 5 Q EXTERIOR FINISHT� 4 n ° , 5 ° (BY OTHERS) ED t tIl^I WOOD SHEATHING (BY OTHERS) EXTERIOR FINISH (BY OTHERS) 2X WOOD FRAME (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) PERIMETER SE (BY OTHEF EXTI SEE GLAZING DE 2 ON SHEET SEE GLAZING DETAIL 1 ON SHEET 16 EXTERIOR =T FRAME SILL IN BED OF 0 SEAL RI CONCRETE PERIMETER SEAL (BY OTHERS) CONCRETE (BY OTHERS)---_ SILL RISER REQUIRED FOR WATER RATING i 1 1 /2" MIN. EMBEDMENT SEE ANCHOR SCHEDULE SHEET 1B.MIN. EMS. 2 WOOD SHEATHING (2) 2X WOOD FRAME T 2.88" MIN. (BY OTHERS) (BY OTHERS) SEPARATION 2 1/4" MIN. VOR.®3 2 1/2" MIN. EDGE DISTANCE EDGE DISTANCE 1" MINIMUM 2.88" MIN. 1" MINIMUM EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL SECTION VERTICAL SECTION 9 BOTH PANELS OPERABLE BOTH PANELS OPERABLE CONCRETE INSTALLATION WOOD INSTALLATION 2-TRACK INSTALLATION (TYP.) K o C O 0 NtlC O ) Q r l d N o 0 z F 00 Z, O v tJ d �<' W aaZ oo z j z U U�dOd -� COz z w I® w � g > w Robert J. Amoruso; P.E. FL P.E. No. 49752 •••juies � r �.•044:.`ICENyF Og o� { CIA 0 rpf:S.t OR .��••� '•r StON0.�E .• Digitally signed by Robert J A o uso, P.E. DN: cn Robert J. Am—wa P.E., o=k--N Product Design Group, LLC, -FL Pk5' 1 No. 49752, FBPE Cem of Auth. No. 25935, email=robert@ptc-corp.com, c=US Date: 2015.03.09 08:58:30-04'00' 1" MIN. 2.88° MIN. 1" MIN. 2.88" MIN. 1/4" MIN. N EDGE DISTANC SEPARATION DGE DISTANCE 2 1/2" MIN. SEPARATION EDGE DISTANCE w EDGE DISTANCE WOOD SHEATHING CONCRETE (BY ^ (BY OTHERS) 51OR 3 OTHERS) SEE ANCHOR SCHEDULE 0 0 ' SEAL BETWEEN 2 SHEET tB MIN. EMB_ I � EXTERIOR FINISH 1X WOOD BUCK. & (BY OTHERS) CONCRETE (BY OTHERS) rc a 2X WOOD FRAME 1 1/2" MIN. (BY OTHERS) EMBEDMENT I 1X WOOD BUCK (SEE GENERAL 1 (BY OTHERS) NOTE 3 SHEET 1A y� - (SEE GENERAL `- 1/4" MAX. J 13 NOTE 3 SHEET 1A) - — J SHIM SPACE �-` 1 /4" MAX. PERIMETER SEAL \ -3 SHIM SPACE EXTERIOR FINISH (BY OTHERS) 4 v (BY OTHERS) " p 1 34 PERIMETER SEAL 4 1 o a o EXTERIOR 14 ,j_ INTERIOR (BY OTHERS) 14 - 13 0 U N 11 b0 0 10 4 O nZw O 2 9 21 SEE GLAZING DETAIL 11Cl- ¢ o w 2 ON SHEET 16 20 9 1O z 0 o o _..;...._. EXTERIOR ,INTERIOR. Z co O 21 SEE GLAZING DETAIL -- x Vn VERTICAL SECTION z ON SHEET 16 0 U N m� Z a Z�d�a PANEL OPERABLE Ca a N w WOOD INSTALLATION I, VERTICAL SECTION W W o Z;-0 �m PANEL OPERABLE Z ZO U O CONCRETE/MASONRYW! LX WOOD BUCK I w Q Z J INSTALLATION Q U U U �p EXTERIOR INTERIOR 'O ZW z of J., 1 EONGSHEIET NG 611 ON DETAIL _UJ _ 12 SEE GSHEET 6 LAZING AIL > ¢ > rvm EXTERIOR - 35 - �ci �184111111k.Vl?l INTERIOR 4355:. 36 SET FRAME SILL IN BED OF 4 5 h 1 SET FRAME SILL IN = 3 SILL RISER REQUIRED BED OF SEALANT 8 _ 3 SILL RISER REQUIRED SEAL OR CONCRETE 18 l FOR WATER RATING FOR WATER RATING PERIMETER SEAL 2 6. L PERIMETER SEAL 2 6 (BY OTHERS) I i®1 (BY OTHERS) CONCRETE (BY OTHERS) )L l 5 RI I a a.. 1 a EXTERIOR FINISH 1 1/2" MIN. eA (BY OTHERS) EMBEDMENT �5._ a e SEE ANCHOR SCHEDULE 2 Robert J. Amoruso, P.E. SHEET 1 B MIN. EMB._ WOOD SHEATHING (2) 2X WOOD FRAME FL P.E. No.49752 2.88" MIN. (BY OTHERS) BY OTHERS SEPARATION 2 1 4" MIN. / 51 OR ®3 ( )'"u`s" o`°'• 2 1/2 MIN. .••m�S.�.LEVsF.,9N, EDGE DISTANCE EDGE DISTANCE 1" MINIMUM 2.88" MIN. 1" MINIMUM 4 r EDGE DISTANCE. SEPARATION EDGE DISTANCEtL,•tA�?'or :0 VERTICAL SECTION ie °1R"`£"?. O VERTICAL SECTION "� " Digitally signed by Robert J. Amoruso, PANEL OPERABLE PANEL OPERABLE P.E. i �`*._.._._..._„ CONCRETE/MASOATRY INSTALLATION O - WORD INSTALLATION DN:rn=Roberti Amomso,-P.E.jZ�PTC" 2-TRACK INSTALLATION (TYP.) No.497 Design Cert. LLC ouNo.25935 No:4l-rob EBPEtc-c p. Autb.No.25935, email= obert@ptc-co p com, c=US 16.teiiol 5.03.09 08:58:,M -N'00' 0 -- J 1 1/2" MIN. 2" MIN. EDGE DISTANCE SEPARATION CONCRETE (BY OTHERS) 5 5 SEAL BETWEEN 1X WOOD BUCK & CONCRETE (BY OTHERS) 1X WOOD BUCKS (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) _ r EXTERIOR FINISH f (BY OTHERS) IJ �-i� ( 11.3 PERIMETER SEAL ....,, 4 �,,,.... _ 3 (BY OTHERS) 13 S4 1 1/2" MIN. y 2" MIN. EDGE DISTANCE SEPARATI( 1" MIN. 51 OR� EDGE DISTANCE WOOD SHEATHING (BY OTHERS) SEE ANCHOR SCHEDULE SHEET 16 MIN. EMB. EXTERIORFINISH (BYOOTHERS)� 1 1/4" MAX. SHIM SPACE PERIMETER SEAL (BY OTHERS) SEE GLAZING 2 ON SHEET DETAIL 16 v ` 11rll 20 �Lko 2EON GLAZING HEET DETAIL EXTERIOR i INTERIOR VERTICAL SECTION ALL PANELS OPERABLE CONCRETE W1 IX WOOD BUCK INSTALLATION SEE GLAZING DETAIL 1 ON SHEET 1612 EXTERIOR 6 9 5 • 6 1 14 t r........... 1 SET FRAME SILL IN BED OF , SEAL OR CONCRETE 1. PERIMETER SEAL 44 (BY OTHERS) �'®J CONCRETE (BY OTHERS) 1" MIN, EDGE DISTANCE 1 1/2" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACI SEE GLAZ NG DETAI`L! ., �, .�1 01-1121 2EON SHEET DETAILE GLAZING 6 2 ON SHEET 16 EXTERIOR INTERIOR VERTICAL SECTION ALL PANELS OPERABLE WOOD INSTALLATION SEE GLAZING DETAIL 1 ON SHEET 16 SEE GLAZING DETAIL 1 ON SHEET 16 INTERIOR 3 SILL RISER REQUIRED EXTERIOR FOR WATER RATING .SET FRAME SILL IN BED OF SEALANT PERIMETER SEAL. rF (BY OTHERS) a EXTERIOR FINISH (BY OTHERS) a i 'L'_ II_If ° WOOD SHEATHING 1 1/2" MIN. SEE ANCHOR SCHEDULE O (BY OTHERS) EMBEDME^IT SHEET 18 MIN. EMB. 5 (2) 2X WOOD FRAME 5 (BY OTHERS) 51 OR ®3 1 1/2" MIN. 2" MIN. .� 1 1/2" MIN. y 1" MINIMUM 2" MIN. 1" MINIMUM EDGE DISTANCE SEPARATION EDGE DISTANCE EDGE DISTANCE SEPARATION EDGE DISTANCE VERTICAL SECTION VERTICAL SECTION 1 NEL OPERABLE ALL PANELS OPERABLE 3-TRACK INSTALLATION (TYP,) ALLP INSTALLATION CONCRETE INSTALLATION WOOD INSTALLATION SEE GLAZING DETAIL 1 ON SHEET 16 INTERIOR SILL RISER REQUIRED FOR WATER RATING IIIIIsCI 01 �2 co O 0 O 0 Ntl0 O J c� co Z O h—I F C'2 0 1-- = fn O M V) iZ Q �Uo¢�an�s as z�po F� ZC) F— G] O U R � U Robert J. Amoruso, P.E. FL P.E. No. 49752 �`°We �E,ss o`a,•s '4- ••,••�S`��ONAtE ,�'2 Digitally signed by Robert J. Amoruso, DN: cn=Robert J. Amoruso, P.E"o=PTC '% Product Design Group LLC, ou=Fl P E No-49752, FBPE Cert. of Auth. No. 25935, email=robercaptc-Corp-com, c=US Date:2015.03.09 06:59:00-04'00' (2) 2X WOOD EMBEDMENT FRAME (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) i" MIN. EDGE 2" 1" MIN. EDGE DISTANCE WOOD SHEATHING (BY OTHERS) p HORIZONTAL SECTION EXTERIOR PANEL FIXED WOOD INSTALLATION 6 PANEL OXXXXXO REVERSE STACK (2) 2X. WOOD EMBEDMENT FRAME (BY OTHERS) (SEE GENERAL NOTE 3 SHEET 1A) 1" MIN. EDGE 2" MIN. SEPARATION 1/4" MAX.. SHIM SPACE SEE GLAZING DETAIL 2 ON SHEET 16 SEE ANCHOR SCHEDULE_ SHEET 18 MIN. EMB. 1 1/2 MIN. IN_ EDGE DISTANCE t f 1/4" MAX. SHIM SPACE 4 SEAL BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY (BY OTHERS) SEE GLAZING DETAIL 2 ON SHEET 16 INTERIOR 2" MIN. SEPARATON 5 .t ov a i i iu t n INTERIOR 7 1 7 EXTERIOR 1 1/2" MIN. EDGE DISTANCE EXTERIOR 7 j 1 5 70R 7 PERIMETER SEAL SEE FIXED PANEL CONCRETE OR .MASONRY BY PERIMETER SEAL SEE FIXED PANEL (BY OTHERS) NOTES SHEET 128 OTHEERS CONC. INSTALL SHOWN (BY OTHERS) NOTES SHEET 12B EXTERIOR FINISH EXTERIOR FINISH P HORIZONTAL. SECTION (BY OTHERS) 3-TRACK (BY OTHERS) EXTERIOR PANEL FIXED 1X WOOD BUCK (BY OTHERS) CONCRETE/MASONRY W/IX WOOD BUCK (SEE GENERAL INSTALLATION NOTE 3 SHEET 1A) INSTALLATION fi PANEL OXXXXXO REVERSE STACK 1/4" MAX. 1 TYPE) SEE ANCHOR SCHEDULE _ SHEET 18 MIN. EMB. 1/4" MAX. SHIM SPACE -.:L. SHIM SPACE 1" MIN. EDGE DISTANCE ` �® WOOD SHEATHING 5 PERIMETER SEAL (BY OTHERS) (BY OTHERS) HORIZONTAL SECTION EXTERIOR FINISH (BY OTHERS) EXTERIOR PANEL OPERABLE WOOD INSTALLATION 6 PANEL XXXXXX . AND 3 PANEL XXX '� 4 SEAL BETWEEN 1X 1/2 MI N 1 EDGE DISTANCE WOOD BUCK & CONCRETE/MASONRY J (BY OTHERS) SEE GLAZING DETAIL 5 5 SEE GLAZING DETAIL 2. ON SHEET 16 2 ON SHEEP 16° 21 21 9 2" MIN. 5 50 3 11 10 26 9 INTERIOR SEPARATON INTERIOR 1 1/2" MIN. '.® ® EXTERIOR EXTERIOR EDGE DISTANCE 7 SEE ACTIVE PANEL 5 NOTE SHEET 7 a7 SEE ACTIVE PANEL PERIMETER SEAL NOTE SHEET 7 (BY' OTHERS) CONCRETE OR MASONRY BY - HORIZONTAL SECTION OTHEERS CONIC.. INSTALL SHOWN EXTERIOR FINISH (BY OTHERS EXTERIOR PANEL OPERABLE 1X 'WOOD .BUCK (BY OTHERS) CONCRETE/MASONRY W/IX WOOD BUCK (SEE GENERAL NOTE 3 SHEET 1A) INSTALLATION 6 PANEL XXXXXX AND 3 PANIEL XXX a O z. H1 E N O F— F—i W a Z: E- - Z wz a U H tD U U W �g Robert J. Amoruso, P.E. FL P.E. No.49752 Digitallysigned by Robert I Amoruso, P.E. DN:cn=Robertl.Amorusa PE o=PTC Product Design Group, LLC, ou=FL P.E s,. No. 49752, FBPE Cert. of Auth. No. 25935, mail=robert@ptc<orp.com, -US. Date 2015.03.09 08:59:15-04'00' (2) 2X WOOD FRAME (BY OTHERS). (SEE GENERAL NOTE 3 SHEET 1A) 2" 1" MIN. EDGE DISTANCE 1" MIN. EDGE DISTT rCE 1 /4" MAX. 1 1/2" MIN. SHIM SPACE EMBEDMEN SEE FIXED PANEL 7 NOTES SHEET 12B 21 9SEE GLAZING DETAIL 2 ON SHEET 16 INTERIOR EXTERIOR SEE FIXED PANEL NOTES SHEET 128 3-TRACK INSTALLATION (TYP.) SEE ANCHOR SCHEDULE SHEET 1B MIN. EMB. WOOD SHEATHING VL PERIMETER- SEAL (BY OTHERS) (BY OTHERS) HORIZONTAL SECTION EXTERIOR FINISH 1 1 MIN. p (BY OTHERS) EDGE DI DISTANCE EXTERIOR PANEL FIXED WOOD INSTALLATION 6 PANEL OXXXXXO STANDARD STACK SEAL BETWEEN 1X WOOD BUCK & CONCRETE/MASONRY FIXED PANEL NOTES: (BY OTHERS) 1. STANDARD STACKED CONFIGURATION, SECTIONS P/12B; THE FIXED PANEL AT THE JAMB IS FASTENED IN PLACE WITH FOUR (4) FIXED PANEL BRACKETS (ITEM #7) ON THE EXTERIOR FACE OF THE PANEL. TWO (2) FIXED PANEL BRACKETS (ITEM #7) AT THE HEAD AND TWO (2) FIXED PANEL BRACKETS (ITEM. #7) AT THE SILL. EACH FIXED PANEL 2" MIN. BRACKET (ITEM #7) IS SECURED TO THE PANEL TOP OR BOTTOM RAIL WITH TWO (2) #10 x 1" HEX TEK SCREWS j (ITEM #37). EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE FRAME HEAD OR SILL TWO (2) #10 x 1" SEPARATON HEX TEK SCREWS (ITEM #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x 5/16" TYPE "F" PH TAPPING SCREWS (ITEM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO A PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL. THE INTERIOR SIDE OF THE PANEL AT THE 1 JAMB IS SECURED TO THE JAMB WITH THREE (3) #10 x 1" HEX TEK SCREWS (ITEM #37) LOCATED 6" FROM THE 1 1/2^ MIN. PANEL TOP AND BOTTOM WITH ONE (1) ADDITIONAL SCREW AT THE PANEL MIDSPAN. EDGE DISTANCE 2. REVERSED STACK CONFIGURATION, SECTIONS P/12A; THE FIXED PANEL AT THE JAMB IS FASTENED IN PLACE WITH + FOUR (4) FIXED PANEL BRACKETS (ITEM #7) ON THE EXTERIOR FACE OF THE PANEL AND FOUR (4) FIXED PANEL BRACKETS (ITEM #7) ON THE INTERIOR FACE OF THE PANEL. FOUR (4) FIXED PANEL BRACKETS (ITEM #7) AT THE CONCRETE OR MASONRY BH HEAD AND FOUR (4) FIXED PANEL BRACKETS (ITEM #7) AT THE SILL. EACH FIXED PANEL BRACKET (ITEM #7) IS OTHERS CONC. INSTALL SHOWN SECURED TO THE PANEL TOP OR BOTTOM .RAIL WITH TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37). EACH FIXED EXTERIOR FINISH PANEL BRACKET (ITEM #7) IS SECURED TO THE FRAME HEAD OR SILL. TWO (2) #10 x 1" HEX TEK SCREWS (ITEM (BY OTHERS) #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x 5/16* TYPE "F" PH TAPPING SCREWS (ITEM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO A 1X WOOD BUCK (BY OTHERS) PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL. (SEE GENERAL NOTE 3 SHEET IA) 3. STANDARD OR REVERSED STACK; ADDITIONAL FIXED PANEL BRACKETS (ITEM #7) ARE LOCATED AT THE HEAD AND SILL OF THE FIXED INTERLOCK, INTERLOCK OF THE ASTRAGAL PANEL, LOCKSTILE OF THE LOCKING PANEL AND LOCKSTILE OF THE OPERABLE PANEL, EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE PANEL TOP OR BOTTOM RAIL WITH TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37). EACH FIXED PANEL BRACKET (ITEM #7) IS SECURED TO THE FRAME HEAD OR SILL TWO (2) #10 x 1" HEX TEK SCREWS (ITEM #37) WOOD FRAME INSTALLATION OR TWO (2) #10 x. 5/16" TYPE "F" PH TAPPING SCREWS (ITEM #22) MASONRY OR CMU INSTALLATION. THE #10 x 5/16" TYPE "F" PH TAPPING SCREW (ITEM #22) MUST BE INSTALLED INTO. A PRE -DRILLED PILOT HOLE OF 0.177", NO. 16 DRILL. CC N tD O 01 0 o LL 0 O N = � m L LJ 0iL N 1 /4" MAX. ¢ .. 1 SHIM SPACE d z o o r� C� O F to Z F 7 SEE FIXED PANEL I--i aLn NOTES SHEET 128 c) U-) I a z 4 O 50 3 11 10 2 9 21 DETAISEELING U Q j O 2 ON SHEET 16 F o 2:I C) H INTERIOR z i:- ? O _ ¢ z $g 1 w z# I 7 Q�Uv o IL Z of ��LL EXTERIOR Q m I® r 5 7 R m„ SEE FIXED PANELg.� NOTES SHEET 12B �L 3 PERIMETER SEAL (BY OTHERS) Robert J. Amoruso, P.E. p HORIZONTAL SECTION FL P.E. No.49752 poEw�.��EEhgF a`s,, EXTERIOR PANEL FIXED CONCRETE/MASONRY W/ IX WOOD BUCK _ l INSTALLATION 6 PANEL OXXXXXO STANDARD STACK Digitally signed by Robert 1, Amoruso, P.E. DN: en --Robert 1;Ammuso,P.E'o=PTC Product Design Group,.LLC, ou=FL P.E No. 49752, FBPE Cert. of Auth. No. 259', email=iobert@ptc-corp.mm, r—U5 6ate:°2015.03.09 08:59:32 -04'00' SEE GLAZING DETAIL 1 ON SHEET 18 SEE GLAZING DETAIL _ 2 ON SHEET 16 21 0 INTERIOR 10 7 26 1 EXTERIOR 2 7 7 R 2 SEE FIXED PANEL. 11 40 50 2. 4 NOTES SHEET 12B R HORIZONTAL SECTION INTERLOCK (FIXED TO OPERABLE) 6 PANEL OXXXXXO REVERSE STACK 10 11 INTERIOR SEE GLAZING 21 DETAIL 2 ) I/ ON SHEET 16 SEE GLAZING DETAIL 2 & 4 ON SHEET 16 21 010 EXTERIOR 7 7 F SEE FIXED PANEL NOTES SHEET 12B SEE GLAZING DETAIL 6 0 0 1 v INTERIOR LI�r1W_ L 26 'o I� 1 EXTERIOR a r` SEE GLAZING DETAIL ®\ 11 �. O 0) 2 ON SHEET 16. 21 0. N o q 10 2 40 50 4 SEE GLAZING DETAIL 7 SEE ACTIVE PANEL p o ti 2 ON SHEET 16 NOTE SHEET 7 ¢ a, z a o w^ HORIZONTAL SECTION Z z o Z H INTERLOCK (OPERABLE TO OPERABLE) ~ a 0 0 w � 6 PANEL XXXXXX AND 6:PANEL OXXXXXO c] O V) � _ i I— m 1-7 Z Q INTERIOR Ca asz a NO cr < o Z� Z J 3m.5 - I W a2� QU W U Z U O m�f o to z z N - EJ 10 EXTERIOR W �1 �O 7 SEE ACTIVE PANELSd 16 3 40 14 50 NOTE SHEET 7 O �< HORIZONTAL SECTION SEE GLAZING DETAIL M q6= INTERLOCK (FIXED TO OPERABLE) 6 PANEL OXXXXXO STANDARD STACK SEE. GLAZING DETAIL 1 ON SHEET 16 I 7 SEE ACTIVE PANEL NOTE SHEET 7 ;//T TI.... EXTERIOR V T HORIZONTAL SECTION 3 ASTRAGAL (OPERABLE TO OPERABLE) 21 2 ON SHEET 16 O 1-0 11 50 40 27 17 3 11 1p 2 SEE GLAZING DETAIL 2. ON SHEET 16 INTERIOR INTERIOR EXTERIOR. SEE .ACTIVE PANEL 7 EXTERIOR NOTE. SHEET 7 40 44 0 0 10 OHORIZONTAL SECTION 3 INTERLOCK (OPERABLE TO OPERABLE) 2 PANEL XX,.4 PANEL XXXX AND 3 PANEL XXX _ Robert J. Amoruso, P.E. FL P.E. No. 49752 r`rN Digitally signed by 4 ; Robert J. Amoruso, !'RE i DN.cn=Robert 1. `6�Q�1�4E6 ,w 9h Amoruso, P.E. o PTC Product Design Group, LLC, oli�1 o c ou=FL P.E. No.. s�:ox�P.;G?;• 49752, FBPE Cert. of '�s o`hncEao ,AutbrNo.25935; email—robert@ptc -f corp.com,c US Date:2015 03.09 � - 08:5YS1-04'00' SEE ANCHOR SCHEDULE 1" MIN. EDGE 1/4" MAX. SHIM SPACE SHEET 1 B MIN. EMB. DISTANCE SEE ANCHOR SCHEDULE TYP. INTERIOR IX WOOD BUCK SHEET 1B MIN. EMB. Mo 4 AND EXTERIOR (BY OTHERS) (SEE GENERAL 0 NOTE 3 SHEET 1A) 24 MIN. <r 2 1/4" EDGE DISTANCE a w y 1.75" MIN. ' w o SEPARATON 0 i 45 0 J u u INTERIOR 10 11 2 S 2.88MIN. o INTERIOR a SEPARATON e CONCRETE OR MASONARY 1110 a (BY OTHERS)-- CONC. INSTALL. SHOWN 16 a to O o 3 40 o N o 0 1 X WOOD BUCK 4 _..... L n... ® __- x 2 1 2' MIN.. W TO BE PROPERLY SECURED 9 / 7 EXTERIOR `t (BY OTHERS) 6 O EXTERIOR _ EDGE DISTANCE p (SEE GENERAL 2. 9 50 I+ a Z o NOTE 3 SHEET 1A) 2 7 l-� 2 SEE GLAZING DETAIL SEE A TIVE PANEL to ? 0 SEE GLAZING NOTE SHEET 7 CONCRETE OR MASONRY 2 ON SHEET 16 I�—I E» � o w (BY OTHERS) (,� HORIZONTAL SECTION ON SHEETDETAIL16 COERINC. INSTALL. SHOWN < F N d V PERIMETER SEAL. SEAL BETWEEN 1X EXTERIOR FINISH � 00 d . WOOD BUCK & W a Ll O 0 ; (BY OTHERS) (BY OTHERS) O PANEL @ POCKET HOOK STRIP rr// CONCRETE/MASONRY r, (APPLICABLE TO SIDE JAMBS ONLY) ORII.ZONTAL SECTION (BY OTHERS) F O ;ZU mgg CONCRETE/MASONRY INSTALLATION i4 PANEL OPERABLE U Q Z F�: CONCRETE /MASONRY W/ I X WOOD BUCK Q u7 U V ZO a-p INSTALLATION 2 PANEL XX z Z 11 (z) zx wooD " D- FRAME (BY OTHERS) W g 19 1/4" MAX.. 1 1/2" MIN. (SEE GENERAL ®„eg„ NOTE 3 SHEET IA) EMBEDMENT SHIM SPACE EMBEDMENT 4LLJ d6E 1" MIN. TAN 45 I" MIN. 1.75' MIN. _ EDGE DISTANCE 1.75'f SEPARATION 1 MIN. 0 0 51 11 2 O 2.88" MIN. EDGE ISTANCE INTERIOR II r 11 10 INTERIOR10 OR SEPARATION . (2) 2X WOOD FRAME -- (BY OTHERS) (SEE GENERAL 16 40 NOTE 3 SHEET 1A) 1" MIN. 3 n _...........1— ' EXTERIOR 9 ®. ® EDGE DISTANCE Robert J. Amoruso, P.E. 7 6 9O 2 EXTERIOR 21 2 FL P.E. No.49752 9 50 m4?`. jk E S F'oaNt SEE GLAZING SEE GLAZING DETAIL WOOD SHEATHING DETAIL 2 2 ON SHEET 16 - (BY OTHERS) ON SHEET 16 7 �`d'=' SEE ACTIVE PANEL PERIMETER SEAL EXTERIOR FINISH ?o:_ vAc or NOTE SHEET 7 (BY- OTHERS) (BY OTHERS) "i SONP���.�•c, V HORIZONTAL SECTION "ORIZONTAL SECTIONDigitally ngnedby 111m J.Amoruso, PANEL(_ POCKET HOOK STRIP 14 PANEL OPERABLE DN: cn Robert J.,Amouso PE o=PTC (APPLICABLE TO SIDE IAMBS ONLY) WOOD INSTALLATION 2 PANEL XX Product Design Group, I.I.C. ou FL P.E. WOOD INSTALLATION No. 49752; FBPE Cert. of Auth. No. 25935, email=robert@ptc<orp.com, c=US + Date: 201 S.03.09 09:00:09.-04'00' O 3 Z" Sill Riser Typ. Wall Thickness 0.078' O 2-Track Frame Head Typ. WaII. Thickness 0.078" gp OXO/OXXO Astragal Typ. Wall Thickness 0.078' ®Single Glaze Bead 26 Typ. Wall Thickness 0.078" o to 1.062' 3.50' I F 5.9 P A-7 0.25"� 1.376" � �3.617'� � 2.089" 1.001' 1.276' � n o 4.502" i as2a 24 2-Track Frame Jamb 20 insulated Glaze Bead 0.982 Typ. Wall Thickness 0.078' I � 5.837"� 1.242" 1.242• fl 2.739' 1.75• Typ. Wall Thickness 0.078" i.276• 1�001" w O7 Fixed Panel Bracket Typ.. Wall Thickness 0.090" T-Clip Cut Length = 2 1/2" 0.438' 0.746" 1.50" I. - 1.273"-1 - I ~ 7�. Z oCO c' ¢ W C4 p W o r� z w r-� w z W M of O 0 o Z, �. V) �� a z Z� Z I a° o o ¢. Z. L Z Mg4 W " 11 N o 0 6 0 N' 1� O 35 2-Track Frame Sill 0 Typ. Wall Thickness 0.078" 5,993"I 2.00" L T I 0.25 1-6.047'� 25- Lockstile/Fixed Stile 0 Typ. Wall Thickness 0.078" _l- 2.875'-I I 7.51 a +4n3,8'.ae7' �1.875• • 6 Bottom Rail Insert O Typ. Wall Thickness 0.078" 702' 669" �_ .218"-��-�1.28a• = m~ to Z¢ N 32 1-�" x 3" Steel U-Channel (Full Length of 2 g Astragal) eo 1 aez^ I Ly 0.27oT s� a �. s "p a a� a 31 OXO Screen Jamb/Adapter Typ. Wall, Thickness 0.078" Ir 1.424' J�I I ITI 1.027'-1--+---I-0.816" -1.843 ---!!! 0' Panel Top Rail Typ. Wall Thickness 0.078" o.so' i 1-.152" I L- J 11.43a•l- O5 Panel Bottom Rail Typ. Wall Thickness 0.078" .901" 2.220"-1 1.4138 L 1-3.121•-I 45 Pocket Hook Strip Typ. Wall Thickness 0.128" -3 72s"- .757' j g Exterior Interlock . Typ. Wall Thickness 0.078" 17 Interior : Interlock Typ. Wall Thickness 0.078' 3 Track Frame Head 42 Typ. Wall Thickness 0.078' 1 1.796- 2 415' 2.551' 1.947 1.438" -2.551" 1.947• 1.438" Lr-8.71 r1--- T .250"-T 1.376' 0.604t 0.99e' 1>125' 2.252" ossa o.soa" 9.125" 2.252" Robert J. Amoroso; P.E. 0.907"--2.692-1 2.692 0.907" FL P.E. No. 49752 .•'mt?���c[�x F"'�5s -s t ............... 's,Fsst one ,.��,, Ha :.. E Digitally s g ed by Robert J. Amoruso, P.E. 7rf �"� _ ,_,. ON:cn=Robert l..Amoruso, P._E., o„-PTC`i Product Design Group, LLC, pu=FL No.49' b FRP' C rt. of Auth. No.25935, email=iobert@pto-corp.com, c=US Date42015.03.09 09:00:2a-04'00• 44 3-Track Frame Silly Typ. Wall Thickness 0.078' 8.790" 1 2.000• rame Jamb 43 3-Track Frame' Typ. Wall Thickness 0.079" 8.634' I 1.242'.I II II �1.242" 27 Interlock Reinforcement C.R.S. Steel Bar (Full Length) 0.50' x'2.000" 0.50• 1--2.00" 250"rl B b44• Call Out 1 2 3 4 5 SINGLE PIECE OF 3/16" TEMPERED LITE. _ 6 I I 7 __ 8 ......_. 8 9 10 -0 10 11 ,- EXTERIOR _ 3/4" NOM. 12 GLASS BITE 13 1i 14 jj 1 1 _15 _ 16 -- GLAZING DETAIL 1 16 19 " -20 21 A DUAL PANEL INSULATED LITE MEASURING 1 " OVERALL CONSISTING OF 3/ 16" 22 23 TEMPERED EXTERIOR LITE, 0.626' *AIR SPACER BY EDGETECH AND 3/16" TEMPERED INTERIOR. 24 25 EXTERIOR 26 9 1 0 27 . / 3/4" NOM. 28 20 GLASS BITE O ' 30 ;- j 1 1 31 c, - 32 33 *EDGETECH SPACER MATERIAL: SILICONE FOAM 34 GLAZING DETAIL 2 35 i _36 37 j 39 40 41 ., 42 `43 PANEL D.L.O. FORMULAS: -44 - 45 = - 0 MAXIMUM D.L.O. HEIGHT NOMINAL PANEL HEIGHT 5 3/16" _46 MAXIMUM D.L.O. WIDTH = NOMINAL PANEL WIDTH - 6 5/8" 47 .. 48 49 50 51 52 53. 54 .. BILL OF MATERIAL_ _ Material S_ Material SIze-1 Than No. Quantity 10 1 j 1 1 (a) Varies Varies Varies i Vanes .. Varies Varies Varies Varies - Varies Varies Varies Varies Varies Varies ---- Varies Varies Varies _ m M n o Jeld-Wen No: Vendor Component Name 6820HD Indalex Gainesville Ga. 2-Track Frame Head Aluminum 5.915" x 1.376" 02417-02431 6820TRK Indalex Gainesville Ga. ,2-Track Frame Track Aluminum 6.047" x 2.000" w a W Q o u o 68SLRSR Indalex Gainesville Ga. 3-112" Frame SIII Riser Aluminum 1.062" x 3.500" 02411 68TPR Indalex Gainesville Ga. Panel Top Rail Aluminum 1.438" x 2.043" 02425-02439 68BRM Indalex Gainesville Ga. ..._.-.._..._..._......_............._. Panel Bottom Rail ... ................ __...-_ _-._...-..._ 1.438" x 3.124" . 02414-0242B 68BRI 68FPBKT 68SGLBD 68LBULB 68SBUL8 N/A .._...... NIA Indalex Gainesville Ga. Indalex Gainesville Ga Indalex Gainesville Ga ..... .... .. .Team Plastics, Inc .......... ... Team Plastics, Inc Dow Corning ......... ....... ........... Varies _ _ _ Bottom Rail insert Fixed Panel Bracket Single Glaze Beading _.. ... ...._ Glazing Vinyl Bulb Durometer 75 .... ....._ ........ ..._... ......... Glazing Vinyl Bulb Durometer 75 995 Glazing Compound _. ...... _.-. .- ... .. 3/16'Temp Glass _Aluminum _ Aluminum Aluminum ... Aluminum .._ Vinyl Vin I Y Silicone _. .....___ Glass 1.288" x 0.887 1 500 x 1 273 1 276__ x 1.000 ... 0.470' x 0.332 0.215" x 0.285" --- Varies 02413 02416-02430 02424 02438 ..... ....... 02449 02450 NIA -- N/A ° a F-r Z to I --I E to 07 �i OO ,4 F-i W a. Ca F O Z /I U _ Q U o] O O O Q a O Z Z O N4 Ln J UQ S Z Z _1O QZ�� U w g a On S _1 Fn w N N w o O to o O w o 0 NIA Ultra -Fab .330" x .187" An Seal W/Stripping Nylon 0.330" x 0.187" NIA N/A Rite Screen Screen Assembly _. - _......-- Aluminum ... 0.670" x 2.000" NIA 68VNFLP Team Plastics,. Inc. Vinyl. Bottom Rail Flap Seal Vinyl 0 188" x 0.625 02451 68EIL Indalex Gainesville Ga. -- - Panel Exterior Interlock ...__...... ._.__ .Aluminum .., 3.250" x 2.692" ._ 02415-02429 .__.- 6811E Indalex Gainesville Ga. _.--- Panel Interior Interlock ---- - - Aluminum - 3.250" x 2.692 -- 02421 02435 ----- m vi I- Z w N Q rc ------- N/A -------- International Products Panel Roller Assembly Steel/Stainless 1.500" x 3.250" 01538-01539 N/A 681GB Merchants Fasteners Indalex Gainesville Ga. #10 Wood Screw Insulated Glaze Beading Varies Aluminum N/A 1.276" z 1.000" NIA 02420-02434 N/A Varies 1" Insulated Tempered Glass (See Glazing Detail 2) Glass N/A 2* NIA Merchants Fasteners #tOx5/16" TYPE F PH Tapping Screw STAINLESS N/A NIA Varies Varies Varies Vanes Vanes Vanes -i Varies Varies B p qsyy m� GS w pa. via d N/A Venture Products Panel Top Guides Nylon IWAx 1.062" N/A 682DJMB Indalex Gainesville Ga. 2-Track Frame Jamb Aluminum x 1.242" 0241802432 681KS 68SGLBD N/A ......_._ N/A NIA _. 68ASTR Indalex Gainesville Ga. Indalex Gainesville Ga. Alto Metal Products ..- ..... ___ _ Truth Hardware/Amesbury T uth Hardware/Amesbury .._ _ Indalex Gainesville Ga Panel Stile/Lockstile Single Glaze Beading C R S Steel Reinforcement (Full Length) - .._... Mortise Lockset/Deadlatch Jamb Lock Keeper .._ .. .- ....- OX0.0XX0 Panel Astragal Aluminum Aluminum Steel .., Steel/Stainless SteeVStamless _ Aluminum 1 578" x 2.875' 1 276 x 1.000 0 500 x 2.000 3 617 x 4.828" _ 02422 02436 02424 02438 ,N(A N/A N/A ._._ 02412-02427 .- 68SCA _ ....__. ......_ N/A N/A .. _. Indalex Gainesville Ga. ..... Alro Metal Products Merchants Fasteners ._ .__ _ OXO Screen Jamb __ ... ...- C.R.S. Steel Reinforcement Full Length) ( Frame Fastener #8xl PPH S/S) - Aluminum .. _ Steel Stainless 1 414" x 1.843" 1.50 x 3" N/A 02423-02437 N!A _ 00169 Varies Varies j Varies NIA Merchants Fasteners Top Rail Fastener (#10x1 PPH S/S) Stainless N/A 00136 Varies N/A Merchants Fasteners Bottom Rail Fastener (#10xl PPH S/S) Stainless N/A 00136 Varies NIA Merchants Fasteners - - Roller Fastener(#1/4-20x.750 MIS S/S) Stainless NIA 00202 Varies NIA Merchants Fasteners Fxd Pnl Ski Fstnr (#10xt" Hex Tk S/S) Stainless N/A 00173 Varies N/A Merchants Fasteners Scm Jb Fastener.(#8x3/8 PPH Tk S/S) Stainless NIA NIA Varies j 68BUL8 66DUSTPD Team Plastics, Inc. Ultra -Fab Interlock Vinyl Bulb Seal Durometer= 75 Dust Pad 2-1/2" x 2" z 3/4" Vinyl Nylon 0 290".x 0.319" 2.600" x 2.00" x .750" NIA NIA. Varies Varies 683DHD 683MJB Indalex Gainesville Ga. Indalex Gainesville Ga. 3-Track Frame Head 3-Track Frame Jamb - -- -- Aluminum Aluminum -- - 8712 x1.376" 8 634 x 1.242" _ N/A N/A - -- Varies 2 Robert J. Amoroso, P.E. FL P.E. No. 49752 , ,,•4�y`�EHs 7roP , ' . ,4E ar :� c ?SSron&iE;o•'P,• ........... Digitally signedbyRob�eru_Amorvzo, P.E -- _ S ,, ,.Pi,-_<e . _ DN:cn=Rotten J:Amoruso, PP., o=PTC.� Product Design Group, U-C, ou-FL P.E. No..49752FBPECen.ofAuth.No25935, emau=roben@pt«orp.com, c=05 Date :2015.03.09 09:00:46 -04'00' 6830TRK Gainesville Ga. 3-Track Frame Sill Aluminum 8 790' x 2.000"_ N/A _- 1 68HKSTP ---- -- 68GASTL _Indalex Indalex Gainesville Ga. Pocket Door Hookstrip - Aluminum - 3 729" x 2,415" N/A ---- 1. -- Frank Lowe Rubber -. Corner Gasket Top Left . _._._ _. Foam ... _._..._ NIA .__ NIA Varies 68GASTR 68GASBL 68GASBR Frank Lowe Rubber - Frank Lowe Rubber Frank Lowe Rubber Comer Gasket Top Right - - Corner Gasket Bottom Left .. _ _._. .. Corner Gasket Bottom Right l Foam Foam Foam N/A N/A N/A NIA _... NIA NIA Varies Varies Varies NIA NIA .Ultra Fab Merchants Fasteners. 270 x .187" Fin Seal W/Stripping #14 Wood Screw Nylon Vades 0.270" x 0.187' NIA N/A _ NIA Varies Varies N/A _ __ _. Merchants Fasteners -__..__.--______-_____ tl4"Or#14 Masonry Screw Vades - N/A N/A Varies N/A N/A ... Merchants Fasteners Merchants Fasteners .... ..._.-.-- 114 Tapping Screw _ 3I16 Masonry Screw ....... ........... _-_. Vades Varies NIA NIA ......... N/A NIA ...... Varies Varies. _ TYPICAL APPROVED CONFIGURATIONS w SEE NOTE SHEET 2 o r7 0 OI � NON -IMPACT 2D2T (XO) NON -IMPACT 2D2T (OX) NON -IMPACT JD2T STD (OXO) NON -IMPACT 3D2T REVERSE (OXO) v rc a 0 w p E N U NON -IMPACT 3ll3T STD (XXX) -.NON-IMPACT 3D3T REVERSE (XXX) NON IMPACT STD 2D2T(XX) NON -IMPACT REVERSE 2D2T (XX) o a N D n O NON -IMPACT 7D3T(XXO) NON -IMPACT 3D3T(OXX) Q O Nz� p � OQ 00 Z. z o N 2 O = Vl NON -IMPACT 6D3T (XXXXXX) � Q>H Z SEE APPLICABLE REINFORCEMENTS AT ASTRAGAL o am < m,Q D AND INTERLOCK IN SHEET 13 AND 14. Er W a z z E-" �Z Zp Bms NON -IMPACT 6D3T (OXXXXO) ( v w a. O U ^ _s4 H 0U U O —� coy z o �LL W ! r ,j NON -IMPACT 4D2T STD (OXXO) NON -IMPACT 4D2T REVERSE (OXXO) �n � 3a3o .NON -IMPACT' 4D2T STD (XXXX) NON -IMPACT 4D2T REVERSE (XXXX) Robert J. Amoroso, PEE. NON -IMPACT STD 2D2T2P (XX) NON -IMPACT STD 4D3T2P(XXXX) FL P.E. No. 49752 '= Digitally signed by Robert J. Amoroso, E: PE F DN cn=RobertJ. ES �M o uso, P.E., APTC Product gum r�i-?'�Fs„sgrSo,oMnri,iooESf`p:••?�Lci DFgLn G.oP., LL,C.ryms EGFNPENo T D=DOOR 49752FBPEof A.ttrrNo 25935T=TRACK P= POCKET - -I" �r"'" email roberi@Pic,_ NON -IMPACT ST'D 2D2TIP(XX) NON -IMPACT STD 2D2TIP:(XX) NON -IMPACT STD 3D3TIP (XXX) NON-IMPACTSTD 3D3TIP (XXX) cmp.mm, c_US Date: 2015.03.09 NOTE: MAX. NOMINAL DOOR PANEL= 49 1/2" X 93 314" ..%'' 091.01:05 -"Oo, SILVER LINE WINDOWS AND DOORS V1 SERI ES150 SERIES GILDING PATIO DOORS (550015700) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORI DA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • AAMA/WDMA/CSA 101/I.S.2/A440-11 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING yy AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT Q LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF NSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND Q ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE (, STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. 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\LD�111C DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCTAPPROVAL TO BE OBTAINED FROM MIAMI-DADE RER OR AHJ. SANFORD 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. {.u•�Q�� 6. WINDOW FRAME MATERIAL: PVC F/'AR�� 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET I FOR GLAZING DETAILS. ' 125 r TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION. 1 - GENERAL NOTES & GLAZING DETAILS 2 - ELEVATIONS & ANCHOR LAYOUTS 3 - VERTICAL SECTIONS 4 - HORIZONTAL SECTIONS 5 - INSTALLATION NOTES, ANCHOR DETAILS & SCHEDULE DESIGN PRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 96.0" X 82.0" XO +25/-25 PSF NON -IMPACT 72.0" X 96.0" XO +20/-20 PSF NON -IMPACT 76.0" X 82.0" XO +30/-30 PSF NON -IMPACT 72.0" X 80.0" XO +35/-35 PSF NON -IMPACT GLAZING NOTE: • GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT 3/4" O.A. INSULATED GLASS EXTERIOR INTERIOR 1 0.5" MIN, GLASS BITE rl A71Nf: nf:TA11 Silver Line MAndeK66 M' ONE SILVERLINE DRIVE NORTH BRUNSWICK, NJ 902 o� Z m E h gg CO W O 0 ~� O Z�g'T W ZO o3 O`o m 'z17LQ W 2 v F O 3 �P Do 9 z m w � = a a 6TH FBC EDITION I FM 110/17 1 >iglfally signN bnjj"j%F. Norero, P.E. :* 7_ *� v . TAA C7�l�ti : _ NFAYEi ; 0"D�R0. RE R RDA PZ No 7] BUUND "ORS. W I E DM'A BEAD" MVD. / 338 DANIA BEAD", R' J.1W� FBPE CERT. W AUiNO UnA Na "ISM FL #: FL14998 DATE: 09.26.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG.#: SWD037 OF 5 ry C/o 0 VERTICAL SECTION 3 HEAD -2X WOOD FRAME NAIL FIN SEE GLAZING DETAIL SHEET 1 SEE GLAZING DETAIL SHEET 1 I rBj-� VERTICAL SECTION 3 HEAD -CONCRETE THROUGH FRAME Silver Line brAnMgos fi M' ONE SILVERLINE DRIVE NORTH BRUNSWIC K, NJO9902 V Z � � En W T e 8 S z 0 3 ' e s O hti� a ZA-a% m L��Qo oS -1 co F 1 > C0 w r r- fO � o <a a 16TH FBC EDITION I FMI10/17 1 INTERIOR 1111 - .,.U, wnrt IN C.Q. of __ _' INC, __GS TO Tws oocvMENT ARE NOT PER—EDAID ```1111t111111jI J. DES F. O '"ii 44� �'t" &/1ON,,A111�111��G���` 'N'WIESTAREPO,`P.E. FLORWA P.D No [IURDINC DROPS. E INC J90 D UANIA ACH.F BLW. T. OF 9EACl1, FL EHPE MT. OF AURIONIlAT10N No IYST! FL N: FL14998 DATE: 09.26.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG. a: SWD037 SHEET: 3 >ZING SHEET 1 NTERIC XTERIC D.L.O. HORIZONTAL SECTION 4 JAMB- METAL STUD FRAME N411 FIN SEE GLAZING MAX. FRAME WIDTH HORIZONTAL SECTION 4 MEETING RAILS MAX. FRAME WIDTH HORIZONTAL SECTION HORIZONTAL SECTION \ JAMB - METAL STUD FRAME 4 MEETING RAILS �..:� NAIL FIN AZI NG -SHEE" TERIOI TER2 D.L.O. AZING SHEE- TER101 TERIOf D.L.O. �CZ HORIZONTAL SECTION 4 JAMB - 2X WOOD FRAME NAIL FIN F HORIZONTAL SECTION 4 JAMB -2X WOOD FRAME NAIL FIN Silver Line MAndef3en ffl' ONE SILVERLINE DRIVE NORTH BRUNSWICK, N108902 V m m E Z0 ELI Cc Ln w a o z Z=-o x c o m Lail 2 �. 0 "' 3 m p 0 C. w � a f71:17:L(ii0J11 Wd�ffs,""f""A HO FOR- INC. Nc, OA OTHER mnarclrv� r�vER"InED ANI F. S 7 �•, p — TfIT((, 9/ ION��At���E�G�c` 'NEMIiSfF! �1DRERD, `PL n DA PZ No 7Sll! WELDING DROPS, NO 308 E DNIu eE�W &YD. / SY D— BEAGII. R ]]ODi FBPE CERT. OF NIINORQATON Na N578 FL #: F L14998 DATE: 09.26.17 DWG. BY: CHK. BY: CL I HFN SCALE: NTS DWG.»: SWD037 SHEET: 4 SUBSTRATE BY MIN. EDGE DISTANCE EXTERIOR �A ANCHOR DETAIL 5 THROUGH FRAME (HEAD) INTERIOR MB. -E SUBSTRATE BY NOTE: JAMB HAVE SIMILAR DETAILS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4, 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 1/161NCH OR GREATER OCCURS, SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 7. 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. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER. EXTERIOR MIN. EDGE r—A MIN. � 1/4" MAX. SHIM SPACE ANCHOR DETAIL 5 THROUGH FRAME (HEAD) INTERIOR ANCHOR SCHEDULE METHOD SUBSTRATE ANCHOR SCHEDULE MIN EMBEDMENT MIN. EDGE DISTANCE WOOD: MIN. SG = 0,55 #10 WOOD SCREW 1.5" 0.75" METAL: 18 GAUGE 3 THREADS MIN Steel, MIN. Fy = 33KSI #14 TEK SCREW PENETRATION BEYOND 0.75" THROUGH FRAME METAL CONCRETE: Pc=3000PSI 1/4" ITW TAPCON 1_75" 2.5" MASONRY: CMU per ASTM C90 MIN. 2000 1i4" ITW TAPCON 1.75" 2.5" PSI NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK. 1/4" ITW TAPCON ANCHOR 4" FROM CORNERS 16" MAX. O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BY OTHERS 1 1/4" MIN. ,. EMBEDMENT. 1 1/2" MIN. EDGE DISTANCE 2" MIN. EDGE `\\ DISTANCE• ` CONCRETE MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silver Line MArlde W M' ONE SILVERLINE DRIVE NORTH BRUN51VICK, N10R901 a Z 5n E W Q I O a p p- w 0 a -- Z _p �\ CW (.9 �¢p WCL p o c 3 0. W z z v1 z 7$ m ti O � 5 m a z r — [y1Jf:141i0111[*1, MIM10GTi/1 ``511111111!!l27j' S.F. 'vo ''NENII J J� TlO�P0,1P.E FLORIDA PL No 7377E EUILDIIC DROPS, W 3VE E DANIA BEAtl1 EEw. / lY DANIA BEACH. Fl a FTPE CERT. W AUTHOR IRM Nu 10.57E FL #: F L14998 DATE: 09.26.17 DWG. BY: CHK. BY: CL HFN SCALE: NTS DWG.#: SWD037 I OF 5 Revision City of Sanford Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Project Address: Contact.IV\- Ph - Z111 9�'tix A�a'� z ;-- W4P Email: NOV Trades e'neom"assed`in revision: General description, of revision: BSI Building ❑ Plumbing Ir ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ Building ROUTING INFORMATION Approvals -5F Sr, 1 S, ( g Florida Building Code Online RFCORD COPY Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff BCIS Site Map Links Search j Florida Product Approval s;! r USER: Public User t :rrt Product Approval Menu > Product or Application Search > Application List > Application Detail FL14090-R8 FL# Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 l���DIA/G fbcl@jeld-wen.com c Authorized Signature Jason Kantola �NFORD fbcl@jeld-wen.com �S" �FPAR ��i Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Q Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Windows Horizontal Slider Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 ©I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity rJ` Yes +0 No CAN/A http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtGLR%2byCB... 5/ 15/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL # Model, Number or Name 14090.1 Premium Atlantic Vinyl Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-55 Other: Windows with insulated glass units wider than 36" require setting blocks. Miami -Dade NOAs: Quanex Building Products, Inc PVC (12-1017.02 and 13- 0425.15). 14090.2 1 Premium Atlantic Vinyl Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/-70 Other: Windows with insulated glass units wider than 36" require setting blocks. Miami -Dade NOAs: Quanex Building. Products, Inc PVC (12-1017.02 and 13- 0425.15). Method 1 Option A 07/10/2017 07/10/2017 07/12/2017 Description Horizontal Slider (8200) 74" x 62" Insulated Glass (3/16 in - 3/16 out Annealed) Certification Agency Certificate FL14090 R8 C CAC NI011635-R1.pdf Quality Assurance Contract Expiration Date 07/31/2025 Installation Instructions FL14090 R8 II DP50-55 74x62 Installation Instructions. odf Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL14090 R8 AE PER3105.Ddf Created by Independent Third Party: Yes Horizontal Slider (8200) 74" x 54" Insulated Glass (3/16 in - 3/16 out Annealed) Certification Agency Certificate FL14090 R8 C CAC NI011636-Rl.pdf Quality Assurance Contract Expiration Date 07/31/2025 Installation Instructions FL14090 R8 II DP65-70 74x54 Installation Instructions.pdf Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL14090 R8 AE PER3102.pdf Created by Independent Third Party: Yes 14090.3 Premium Atlantic Vinyl I Horizontal Slider (8200) 74" x 62" Insulated Glass (5/16 SGP Lam in - 3/16 Annealed out) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Windows with insulated glass units wider than 36" require setting blocks. These windows do not meet small missile impact wind-borne requirements as required by FBC, section 2411.3.3.7 when the exterior lite is annealed. These windows meet small missile impact wind-borne protection requirements as required by FBC, section 2411.3.3.7 when the exterior lite is tempered. Miami -Dade NOAs: Quanex Building Products, Inc PVC (12-1017.02 and 13-0425.15), Dupont SentryGlas Interlayer(11-0624.02). 14090.4 1 Premium Atlantic Vinyl Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-55 Other: Windows with insulated glass wider than 36" require setting blocks. These windows do not meet small missile impact wind-borne requirements as required by FBC, section 2411.3.3.7 when the exterior lite is annealed. These windows meet small missile impact wind-borne protection requirements as required by FBC, section 2411.3.3.7 when the exterior lite is tempered. Miami -Dade NOAs: Quanex Building Products, Inc PVC (12-1017.02 and 13-0425.15), Dupont PVB Interlayer (13-0129.27). Certification Agency Certificate FL14090 R8 C CAC NI011681-Rl.pdf Quality Assurance Contract Expiration Date 08/30/2025 Installation Instructions FL14090 R8 II DP50- 55 LMI 74x62 Installation Instructions.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14090 R8 AE PER3103.1)df Created by Independent Third Party: Yes Horizontal Slider (8200) 74" x 54" Insulated Glass (5/16 PVB Lam in - 1/8 Annealed out) Certification Agency Certificate FL14090 R8...0 CAC NI011745-Rl.pdf Quality Assurance Contract Expiration Date 10/31/2025 Installation Instructions FL14090 R8 II DP50- 55 74x54 LMI Installation Instructions.odf Verified By: Hermes Norero, PE 73778 Created by Independent Third Party: Yes Evaluation Reports FL14090 R8 AE PER 3101.odf Created by Independent Third Party: Yes 14090.5 Premium Atlantic Vinyl Horizontal Slider (8200) 74" x 54" Insulated Glass (5/16 SGP Lam in - 1/8 Annealed out) http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 5/ 15/2018 Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of Installation. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013.10.22 07:06:54-04'00' This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others see except as authorized by JELD-WEN Inc. 00%J1'�'All,/// NAIL FIN INSTALLATION 1 1/2" MIN. EMBEDMENT MIN. DISTANCE 2X WOOD FRAME FOR EDGE: 3/4" lJ MIN. DISTANCE 2X WOOD 3 FOR EDGE: 3/4" FRAME 1/4° MAX 3 SHIM SPACE n FRAME SECTION (TYP) L 1/4" MAX VERTICAL SECTION SHIM SPACE NOTE: fmlk bsi"vn-lin, F.- I W"ed Op 'rq. ✓16" 1 112" MIN. —3/16" EMBEDMENT I ' I DOW CORNING � 995 SILICONE GLASS BITE -- 14.2 mm GLAZING DETAIL JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: C-1k between Nailing Flange 8 Wood Opening. 1/4" MAX SHIM SPACE 3 MIN. DISTANCE FOR EDGE: 3/4" PREMIUM ATLANTIC VINYL SLIDER 2X WOOD FRAME Max Frame DP RATINGI IMPACT 112"MIN. EMBEDMENT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT ENGINEER: DATE: 3737 Lakeport Blvd -- 09/25/2013 �IET DRAWN BY: SCALE: �1 Klamath Falls, OR. 97601 D. Vezo NTS Phone: (541) 882-3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Horizontal Slider (7� �+ Nail Fin Installation (74" x 62") PT�PO 7E D4 J IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: 00 SHEET NCTL 210-3898- A-FBC 1OF4 tO.S' O.C. MAX. 5.3' MAX. FROM CORNERS TM JAMB W S NOW won (74' MAX.) TYPICAL ELEVATION WITH FASTENER SPACING BIO 17" O.C. -MAX. IMRu JAMB MIN. DISTANCE /4" 3 1 1/2" MIN. 524t . EMBEDMENT 1/4" MAX t SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION 15/16" 3/16" 3/16" DOW CORNING 995 SILICONE _— GLA55 BITE 14.2 mm GLAZING DETAIL 1/4' MAX SHIM SPACE 3 2 1112" MIN. EMBEDMENT MIN. DISTANCE FOR EDGE: 3/4" Installation Notes: 1. Seal flange/frame to substrate. 2. Use #10 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the 1 t 1 1 1 /���ii window to achieve the rated design pressure up to the size limitations ������ noted. It is not intended as a guide to the installation process and does he that may arise in different wall �• ' not address sealing consideration ��� �F1' ,••''•� conditions. For the complete installation procedure, see the instructions packaged with the window or go to 7 www.jeld-wen.com/resources/installation. = . DISCLAIMER: T T •. ' % •'• �P'� This drawing and its contents are confidential and are not to be I ' reproduced or copied in whole or in part or used or disclosed to others xo. except as authorized by JELD-WEN Inc. 898 •� THROUGH FRAME INSTALLATION 11/2" MIN. EMBEDMENT 1/4" MAX SHIM SPACE 3 � MIN.DISTANCE 2 FOR EDGE: 3/4" , 1 JAMB SECTION (TYP) HORIZONTAL SECTION PREMIUM ATLANTIC VINYL SLIDER Max Frame I DP RATING IMPACT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. �81��� , eA¢ YKVJMI tNUINCCK; O j DRAWN BY: D. Vezo )E _ CHECKED BY: J. Kantola Q' APPROVED BY: -- 998 FIDPENUFIERbP0�E345 No. TL 210-3898- DATE: 3737 Lakeport Blvd 09/25/2013 JELDMEN4 scALE: Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE: Premium Atlantic Vinyl Horizontal Slider Through Frame Installation (74" x 62") CAD 00 1­20F4 15.75• O.C. &S' MA)' FM MM n1m1 JAMU T CORNERS 17. O.C. MAX. i11RO �. JAYS Awl WINDOW MM (74' MM) TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into concrete or masonry at each location with a 21/2" min from edge distance. For concrete (min. fc = 3000psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. N%0 %i11 1 11111/1 MIN. DISTANCE FOR EWE: 21/2" MASONRY A ad 2 BLOCK a 11/4" MIN. a/ 3 EMBEDMENT 1/4" MAX SHIM SPACE FRAME SECTION (TYP) VERTICAL SECTION /16" /16" 3/16" DOW CORNING 995 SILICONE GLASS BITE 142 mm GLAZING DETAIL 1/4' MAX SHIM SPACE Q .. a V V 11/4" MIN. EMBEDMENT q 2 MASONRY V �Q, BLOCK MIN. DISTANCE EW E: WE: 21/2" ,0 MIN. DI5T/ FOR EWE: i MASONRY INSTALLATION JAMB SECTION (TYP) HORIZONTAL SECTION PREMIUM ATLANTIC VINYL SLIDER Max Frame DP RATINGI IMPACT 74 x 62 +50/-55 1 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROIECF ENGINEER: DATE: 3737 Lakeport Blvd -- 09/25/2013 TUT DRAWN BY: SCALE: Klamath Falls, OR. 97601 rWEN D. Vezo NTS I Phone: (541) 882-3451 CHECKED BY: TITLE: J. Kantola APPROVED BY: Premium Atlantic Vinyl Horizontal Slider -- Masonry Installation (74" x 62") REV: 001 SHEET 30F4 10.78. 0.0. Le YAX. FROM MM TM JAYS colo m 17. O.o. WLTM WW W WIDTH (7r MAX) _ TYPICAL ELEVATION WITH FASTENER SPACING 6 0 Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #10 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does not address he sealing consideration that may arise indifferent wall conditions. For the complete installation procedure, see the instructions packaged with the window or go to www.jeld-wen.com/resources/installation. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. STEEL INSTALLATION' {----� MIN. DISTANCE FOR EDGE: 1/2" Min. embedment of three threads past frame 18 gauge min ie gauge min Steel Stud Steel Stud YSHIMSPACE /4" MAX 1/4" MAX SHIM SPACE FRAME SECTION (TYP) MIN. DISTANCE VERTICAL SECTION FOP. EDGE: 1/2" 1' DOW CORNING Min. embedment 995 SILICONE of three threads ' past frame LGLASS BITE 14.2 mm 1 GLAZING DETAIL JAMB SECTION (TYP) HORIZONTAL SECTION JlV SHIM SPACE le gauge min Steel Stud fMit n. embedment of three threads past frame MIN. DISTANCE FOR EDGE: 1/2" PREMIUM ATLANTIC VINYL SLIDER Max Frame DP RATING IMPACT 74 x 62 +50/-55 NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be 3/16" annealed insulating glass. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is required where wind borne debris protection is mandated by local building code. 7. Maximum sizes are buck sizes and do not include fin or flange. PROJECT DATE: ENGINEER: � ♦ � � O j DRAWN BY: • D. Vezo 7 CHECKED BY: J. Kantola T T ! APPROVED BY: Q t� C O r- 411 • � PART6PRO ECi No.: •• ` •, . N,�D0�345 IDENTIFIER No. NCTL 210-3 999 938 3737 Lakeport Blvd 09/25/2013 SCALE:�� Klamath Falls, OR. 97601 NTS Phone: (541) 882-3451 TITLE Premium Atlantic Vinyl Horizontal Slider Steel Installation (74" x 62") CAD 00 ISHEET 40F4