The URL can be used to link to this page

301 Seminole Rd RES21-0159 14 Windows, 2 DoorsOWNER:ADDRESS:CITY:STATE:ZIP: JORDAN JAMES C 301 SEMINOLE RD ATLANTIC BEACH FL 32233-4144 COMPANY:ADDRESS:CITY:STATE:ZIP: Renewal by Andersen of Florida 997 W Kennedy Blvd Orlando Fl 32810 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170438 0000 SALTAIR SEC 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 301 SEMINOLE RD RESIDENTIAL WINDOWS/DOORS 14 WINDOWS AND 2 DOORS $46280.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. 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. 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. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 6/3/2021 PERMIT NUMBER RES21-0159 ISSUED: 6/3/2021 EXPIRES: 11/30/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PERMIT 455-0000-322-1000 0 $285.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $142.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.16 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.78 TOTAL: $489.44 2 of 2Issued Date: 6/3/2021 PERMIT NUMBER RES21-0159 ISSUED: 6/3/2021 EXPIRES: 11/30/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION DESCRIPTION ACCOUNT QTY PAID PermitTRAK $489.44 RES21-0159 Address: 301 SEMINOLE RD APN: 170438 0000 $489.44 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $285.00 BUILDING PERMIT 455-0000-322-1000 0 $285.00 BUILDING PLAN REVIEW $142.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $142.50 STATE SURCHARGES $11.94 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.16 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.78 TOTAL FEES PAID BY RECEIPT: R15991 $489.44 Printed: Thursday, June 3, 2021 3:29 PM Date Paid: Thursday, June 03, 2021 Paid By: Renewal by Andersen of Florida Pay Method: CREDIT CARD 463556355 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15991 ~+; CENTRALSQUARE RES21-0159 Building Permit Application Updated 12/8/17 City of Atlantic Beach 800 Seminole Road. Atlantic Beach, Fl 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: SOI S',e.Mt not -e '2d Permit Number:--------- t.esal Oescription C>JU4 $cA,L+"'1'r-Se,~ 0 -z. RE# ________ _ Valuation of Work (Replacement Cost)$ 4 '2, 1.-~ Heated/Cooled SF ____ Non.-Heated/Cooled ___ _ • Class of Work (Orde one): New Addition Alteration Repair Move Demo Po06'int1ow/Dooi) • Use of existing/proposed structure{!) (Circle one): commercial ~!dent!![) • If an eKlstlng strueture, Is a fire sprinkler system installed? (Orde one): Yes No @) • Submit a Tree Removal Permit Application If any trees are to be removed or Affidavit of No Tree Removal Rorida Product Approval# ________________ for multiple products use product approval form ~ ~ ~L.~~~SfW~'?_e_YJ ______ _ E-Ma"---------------------::-----------------Owner or Agent (If Agent, Power of Attorney or A@ency Letter Required) _________________ _ Cpntr;ac:tor lnfonnatlon Name of Company: Renewal by Andersen of Florida Address 997 W Kennedy Blvd Office Phone 407:8Q;H723 State Certification/Registration II CGC1527613 Qualifying Agent: Jared Mellick ---~.;;.;..;...:::c----------Ci ty Or1ando State Fl Zip 32810 Job Site/Contad Number E-Mail Permlttlng@rbafla-=--.-com----------- ArchltectName&Phone# ______________________________ _ Engineer's Name& Phone# _____________________________ _ wortcersCompensat1on ________ --:--_-:----:----::--::-----:-::-:-::-~----------- &empt /Insurer/ Lease Employees/ Explmlon Date Application is hereby made to obtain a permit to do the work and Installations as Indicated. I certify that no wori,; or lnstall11tlon has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulatlong 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 CONDmONERS, etc. 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 sovenvnental entities such as water minagement districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing Information Is accurate and that all work wlll be done In compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF VOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ~gnature of Owner or Agent) RENEWAL ~MiD.tR S Uf l'IJBMimiW&IIL'II mumor Order Summary dba: RENEWAL BY ANDERSEN OF FLORIDA Legal Name : JLM W indows, LL C I License# CGC1527613 997 West Kenned y Blvd . Ste A-18I Orlando, FL 32810 Phone : 407-803-4723 I Fax : 407-386-8262 I concierge@rbaf la.com Measure Tech : Shaun Nichols , JAMES JORDAN 301 Sem inole Rd Atlantic Beach, FL 32233 H: (904)314-7516 IC : (904)710-3340 IDh ROOM SIZE DETA ILS JOB 201 ki t che n 109" 54" 107 -1/46 45" 202 livi ng 72 " 47" 71 -1/4" 47" 203 living 72" 47" 71 -1 /4" 47" 204 liv ing 72" 47" 71 -1/2" 47" 0 3 119121 Window: Gliding, Triple, 1:2:1 , Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grllle Style: No Grille Misc: None Construction: Second floor window install (per unit) (1), Exterior Trim (per opening) (1) Material: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trlm, (12 ft). White (3), 2x4x12 Hardie Artisan Smooth (3), Caulk. White Exterior (1) Window: Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style: No Grille Misc: None Construction: Second floor window install (per unit) (1), Interior wood sill (per opening) (1), Exterior Trim (per opening) (1) Material: 2.25" x 5/8" L-Trlm, (12 ft), White (1), F-Trim, (12 ft), White (2), 2x4x12 Hardie Artisan Smooth (3), 1x4x8 Select Pine (1), Caulk• White Exterior (1) Window: Gliding , Triple , 1:2:1, Base Frame , Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass , No Pattern Hardware: White, Standard Color Extra Lock Screen: Fi berglass, Full Screen Grllle Style: No Grille Misc: None Construction: Second floor window install (per unit) (1), Interior wood sill (per opening) (1), Exterior Trim (per opening) (1) Material: 2 .25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (2), 2x4x12 Hardie Artisan Smooth (3), 1x4x8 Select Pine (1), Caulk -White Exterior (1) Window: Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior White Gla&S: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1), Exterior Trim (per opening) (1) Material: 2 .25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (2), 2x4x12 Hardie Artisan Smooth (3), 1x4x8 Select Pine (1), Caulk • White Exterior (1) Page2l31 RENEWAL brAMDEHEtf IIIHIMl'alOf&DDIIPUIDD Order Summary dba: RENEWAL BY ANDERSEN OF FWRIDA Lega l Nam e: JLM Windows, LL C I Li cense# CGC152761 3 997 Wes t Kennedy Blvd . Ste A-18I Orl ando, FL 32810 Phone : 407 -803 -4723 I Fax : 407 -386-8262 I conci erge@rbafla.com Measure Tech: Shaun Nichols , J~JORDAN 301 Seminole Rd Atlantic Beac h, FL 32233 H: (904)314-7516 IC : (904)710-3340 ID ff ROOM SIZE DETA IL S 205 office 207 office 108 stairs 101 Livey's room 36" 35 -1/2" 60" 59 -1/4" 58" 58-1/2 " 36" 35" 103 Grandma's room 36" 34 -3 /4" 03 /19/21 47" 47 -1/2" 4 7 " 47" 10" 10-3/4" 58" 58-1/4" 58" 58-1/4" Window: Double-Hung (DG), 1:1, Flat Sill, Base Frame, Modern Checkrail, Exterior White, Interior White Glass: All Sash : High Performance SmartSun Glass, No Pattern Hardware: White Screen: Fiberglass, Full Screen Grille Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1), Exterior Trim (per opening) (1) Materlal: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (2), 2x4x12 Hardie Artisan Smooth (3), 1x4x8 Select Pine (1), Caulk -White Exterior (1) Window: Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass. No Pattern Hardware: White, Standard Color Extra Lock Screen: Fiberglass, Full Screen Grille Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1), Second floor window install (per unit) (1), Exterior Trim (per opening) (1) Material: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (2), 2x4x12 Hardie Artisan Smooth (3), 1x4x8 Select Pine (1), Caulk -White Exterior (1) ------- Window: Picture, Insert Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Materlal: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (1), 1x4x8 Select Pine (1), Caulk -White Exterior (1) Window: Double-Hung (DG), 1:1, Flat Sill , Base Frame, Modern Checkrail, Exterior White, Interior White Glass: All Sash : High Performance SmartSun Glass, No Pattern Hardware: White Screen: Fiberglass, Full Screen Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Material: 2.25" x 5/8" L-Trim, (12 ft), White (1). F-Trlm, (12 ft), White (2), 1x4x8 Select Pine (1), Caulk -White Exterior (1) Window: Double-Hung (DG), 1:1, Flat Sill , Base Frame, Modern Checkrai l, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White Screen: Fiberglass, Full Screen Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Materlal: 2.25" x 5/8" L-Trim, (12 ft). Wh ite (2), 1x4x8 Select Pine (1), Caulk - White Exterior (1) Page 3/31 mtJIDIIIOflmllJUOUI Order Summary dba: RENEWAL BY ANDERSEN OF FWRIDA Legal Name : JLM Windows, LLC I License# CGC1527613 997 West Kennedy Blvd . Ste A-18I Orlando, FL 32810 Phone : 407-803-4723 I Fax : 407 •386-8262 I conciergeOrbafla .com Measure Tech : Shaun Nichols, JAMES JORDAN 301 Seminole Rd A tl antic Beach , FL 32233 H: (904)314-7516 IC : (904)710-3340 !Dil ROOM SIZE DETA ILS 104 Skylar's bathrrom36" 36" 106 hallway 107 hallway 206 near stairs 204 living 35-3/4" 36-7 /8" 70" 45" 70 -1/4" 45 -3/4" 70 ' 70-1/4" 45' 45" 45" 45-3/4" 46 " 46-1/4" 70-1 /2' 79-1 /2" 70 -1 /2" 79-1/2" 105 Skylar's bedroom 72-1 /2' 81-1/2" 81-1/2" 72-1/2" 03/19 /2 1 Window: Gliding, Double, 1:1, Passive/ Active, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, Obscure, Tempered Glass Hardware: White Screen: Fiberglass, Full Screen Grille Style: No Grille Misc: None Construction: None Material: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trim, (12 ft), White (2), Caulk -White Exterior (1) Window: Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White Screen: Fiberglass, Full Screen Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Material: 2.25" x 5/8" L- Trim, (12 ft), White (2), F--Trim , (12 ft), White (1), 1x4x8 Se l ect Pine (1), Caulk . White Exterior (1) Window: Gliding, Triple, 1:2:1, Base Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Hardware: White Screen: Fiberglass, Full Screen Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Material: 2.25" x 5/8" L- Trim, (12 ft), White (1), F-Trlm, (12 ft), White (2), 1x4x8 Select Pine (1), Caulk - White Exterior (1) Window: Picture, Insert Frame, Exterior White, Interior White Glass: All Sash: High Performance SmartSun Glass, No Pattern Grllle Style: No Grille Misc: None Construction: Interior wood sill (per opening) (1) Material: 2 .25" x 5/8" L-Trim, (12 ft}, White (1), F-Trim, (12 ft), White (2), 1x4x8 Select Pine (1), Caulk • White Exterior (1) Patio Door: Gliding, 200 Series Perma-Shield, 2 Panel, Active/ Stationary, Exterior White, Interior White Glass: All Sash: Tempered High Pert. SmartSun Glass Hardware: Albany, White Screen: Gliding, Full Screen Grille Style: No Grille Misc: None Construction: None Material: Caulk • White Exterior (1) Patio Door: Gliding, 200 Series Perma -Shield, 2 Panel, Active/ Stationary, Exterior White, Interior White Glass: All Sash: Tempered High Pert. SmartSun Glass Hardware: Albany, White Screen: Gliding, Full Screen Grllle Style: No Grille Misc: None Construction: None Material: 2-1/4 Colonial Casing - Wm356 -Primed (3), Caulk -White Exterior (1) Page4/31 REtiaEWAL br~HDERjEH rwum..,,,ma,umm Order Summary dba: RENEWAL BY ANDERSEN OF FLORIDA Legal Name : JLM W in dows, LLC I License# CGC 1527613 997 West Kennedy Blvd . Ste A· 18 I Orlando, FL 32810 Phone : 407-803-4723 I Fax : 407-386-8262 I concierge@rbafla .com Measure Tech : Shaun Nichols, ID# ROOM SIZE DETAILS JAMES JORDAN 301 Seminole Rd Atlantic Beach , FL 32233 H: (904)314-75 16 IC : (904)710-3340 102 Livey 's bathroom 47" 47-1/4" 21" 20-3/4 " Window: Gliding, Double, 1:1, Active/ Passive, Base Frame, Exterior White , Interior White Glass: All Sash : High Performance SrnartSun Glass, Obscure, Tempered Glass Hardware: White Screen: Fiberglass , Full Screen Grille Style: No Grille Misc: None Construction: None Material: 2.25" x 5/8" L-Trim, (12 ft), White (1), F-Trirn, (12 ft), White (1), Caulk -White Exterior (1) PRODUCTS: 16 WINDOWS: 14 PATIO DOORS: 2 SPECIALTY: 0 MISC: 0 JOB NOTES *4 units on 2nd story will need to be installed from ladders or scaffolding *Install exterior 2x4 artisan trim around the windows on 2nd story *Replace all wood sills and butt to window. Make sure sills have dog ears Estimated Duration: 3 days FLOORPLA N • 1 ST FLOOR ✓ 108 l"ROlol ,/ 101 ✓ 107 __?. 103 SIDE ✓ 106 105 ✓ 1.04 03/19/21 Updated 3119/Z I UNIT NOTES 2 0 7 Will need ladde rs or scaffolding to install window PageS/31 RE~EWAL brAMDER~EM. rwwm:1'IECl'&EIIDmumOT Order Summary dba: RENEWAL BY ANDERSEN OF FWRIDA Legal Name : JLM Windows, LLC I license# CGC1527613 997 West Kennedy Blvd . Ste A-I8 I Orlando, Fl 32810 Phone : 407-803-4723 I Fax : 407-386-8262 I concierge@rbafla.com Measure Tech : Shaun Nicho ls, FLOORPLAN -2ND fLOOR ✓ 201 207 FF.ONl .,/ 202 !;IOE ,,-204 .,/ 203 6ACk JOB PHOTOS 03/19 /21 JAMES JORDAN 301 Sem inole Rd Atlantic Beach, Fl 32233 H: (904)3 14-75I6 IC : (904)710-3340 UNIT NOTIS 2 O 1 On 1st story roof line. Can access w indow st anding on roof. Acces s roo f by ladde r Split the difference insi de and out and 1rim 2 O 2 Will need ladders or scaffolding to install window 2 O 3 Will need ladders or scaffolding to install w indow 2 O 4 W i ndow is on 2nd f loor patio. No ladders needed 2 0 5 Window is on 2nd f loor pa tio. No ladders needed 2 O 7 Will need ladders or scaffold ing to install window Page6/3 1 RE~EWAL bvAHDE)lSEl'f IW-IMJ..O,IICBmuaml James Jordan Buycr(s) Name Agreement Document and Payment Terms dba, llalewal By Andcnaa of Florida Legal Name: JLM Wlndows, LLC CGC1527613 997 West Kennedy Blvd . Suite A18 I Orlando , fl 32810 Phone: 407-803-4723 I Fax: I CustomerserviceOrbafla .com Jamn Jordan 301 Seminole Rd Atlantic Beach, Fl 32233 H: (904)314-7S16 C: (904)71 0-3340 03/01/21 301 Seminole Rd, Atlantic Beach, FL 32233 (904)314-7516 Contract Date (904)710-3340 Buycr(s) Street Addms jiminsuranceOgmail.com Primary Telephone Number Secondary Telephone Number ------------- Primary Email Secondary Email Buyer(s) hereby jointly and severally agrees to purchase the products and/or services ofJLM Windows, ll.C d/b/a Renewal By Andersen of Florida("Conuaaor"), in accordance with the terms and conditions described in this Agn:ement Doaunent and Payment Terms, any documents listed in the Table of Contena, and any other document attached to this Agreement Doaunent, the terms of which are all agi:ttd to b}' the parties and incorporated herein by ref-crencc (collectively, this "Agreement"). Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement Total Job Amount: Deposit Received: Balance Due: Amount Financed: Method of Payment: Notes: $46,280 $20,000 $26,280 $26,280 Credit Card Financing By signing this Agreement, you acknowledge that the Balance Due, and the Amount Financed must be made by personal check, bank check, credit card, or cash. We schedule installations based on the date of the signed contract and secondarily on the date in which we complete the technical measurements. The inst21.lation date that we are providing at this time is only an estimate. We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay. Buycr{s) agrees and undcl'SWlds that this Agreement constitutes the entire undcmandings between the parties and that there are no verbal undeistan~ changing or modifying any of the termS of this Agreement. No alterations to or deviations from this Agreement will be valid without the signed, written consent of both the Buyer(,) and Contraetor. Buycr(s) hereby acknowledges that Buycr(s) 1) has read this Agreement, understands the terms of this Agreement, and has received a completed. signed, and dated copy of this Agreement, including the two attached Notices of Canc.cllation, on the date first written above and 2) was orally informed of Buyer's right to caned this Agreement. NOTICE TO BUYER: Do not sign this contrac;t if blank. You arc entided to a copy of the contract at the time you sign. YOU, THE BUYER, MAY CANCEL TIDS TRANSAC11ON AT ANYTIME NOT LATER TIIAN MIDNIGHT OF 03/04/2021 OR THE TIIIRD BUSINESS DAY AFTER THE DATE OFTlfiS TRANSACTION, WHICHEVER DATE IS LATER. SEE THE A1TACHED NOTICE OF CANCELLATION FORM FORAN EXPLANATIONOFTIDSRIGHT. Signature of Sales Person Frederick Tiralli Print Name of Sales Person UPDATED : 03/01/21 Signature James Jordan Print Name Signature Print Name Page 2 / 18 RES21-0159WINDOWS AND DOORS PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH. FLORIDA Project Name=-------------------,,,...------------Permit # _____ _ Project Address:---':2(==->._.LJ--'-\ ~S::;__-f:JN\ __ ,_ro_____;__l e=---"-62:---'-cl~--------- As required by Florida Statute 553 .8 42 and Florida Administrative Code Rule 98-72 , please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide fl b ·1d · product approval may be obtained at: www. onda u1 mg.om. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS I . Swinging 2. Sliding k'-PWIA JI) I ?rL;c.,rl~S ~ rtuct-Sh ,'t~'(d FL-I 4lJ 2J ?.3 3 . Sectional 4 . Roll up 5. Automatic 6. Other B. WINDOWS 1 . Single hung 2. Horizontal slider f<enavc..1 J: L I q '1t.<.. l 3. Casement 4. Double hung ~ere.la.I.LI<\ a -z--,=ri r,. l 5. Fixed Q_,, ..llWO. I rl I"<~"~ . 4 6. Awning 7. Pa ss -through 8. Projected 9. Mullion I 0 . Wind breaker I I. Dual action Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT #: _____________________ Revision to Issued Permit OR Corrections to Comments Date: ________________ Project Address: ____________________________________________________________________________________ Contractor/Contact Name: ____________________________________________________________________________ Contact Phone: ______________________________ Email: _________________________________________________ Description of Proposed Revision / Corrections: __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ __________________________________________________________________________________________________ I_______________________________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name)  Will proposed revision/corrections add additional square footage to original submittal? No Yes (additional s.f. to be added: _____________________________)  Will proposed revision/corrections add additional increase in building value to original submittal? No *Yes (additional increase in building value: $____________________) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: _______________________________________________________ __________________________________________________________________________________________________ (Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $_______________ Revision/Plan Review Comments_______________________________________________________________________ __________________________________________________________________________________________________ Department Review Required: Building _____________________________________________ Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities _____________________________________________ Public Safety Date Fire Services Updated 10/17/18 RES21-0159 05/24/2021 301 Seminole rd Renewal by andersen of fl (407) 627-1960 permitting@rbafla.com attached the corrections Renewal by andersen of fl 4 4 4 □ □ □ □ □ □ □ □ Building Permit Application Upda~ 1 2/8/17 Chy of Atlantk Beach 800 Seminole R~d. Attantk: lllt.ch, Fl 32233 Phone: 1904) 247-5826 fn: {904) 2.e7-5345 JobAddrv.ss: SOI S,e[v\trc>l-e '2.d _______ Permit Number. ________ _ i.egal DescrlptlonJ<-e.s L-t) 3-1 Ut'\11-\-S "Yer-~ rm, I 70~ 3 8--~ Valuation of Work (Replacement Cost)$ 4 k,, 7_ ~0 Keated/Cooled Sf ____ Non-Healed/Cooled ----- • Class of Work (Orde one): New Addition Alteration Repair Move Demo P~ndow~ • Use of existing/propo,ed structure(,) (arde one): Commercial ([esldent\!!) • If an eklstlng strud:\Jre, Is a fire sprinkler system Installed? (Clrde one): Yu No @) • Submit• Tree Removal Permit Applic.ation 1r any tree .ire to be removed or Affidavit of No Tree Removal 0escrlbe ln dataJI the type of work to be perfonned: _ 1.,,.. _ , _,,., _ C' , ~OCtV\9 ,4 W~f\dDW$ f Z-~-<-:.X"S ~1 ze rur=>r-z..e Florida Product Approval # ________________ for multiple products use product approval form Prop~ln~ I ~ c~ SM rol 1)J ~~me~ skeJL~~3tff}3~~"e _e ________ _ E-Man _______ -:--:-----------:---:---::------------------ OWner or f18ent (ff Agent, Power cf Attorney or Aaencv letter Required) ________________ _ Contractor lnfonnatlon Name of Company: Renewal by Andersen of Ftorida Address 997 W Kennedy Blvd Office Phone 407-803:::4723 State Certlflcatlon/Registration # CGC1527813 Qualifying Agent : _Jared~;;;.:;...;M=elli.:;.:·ck=-==--------- City Ortando State _:..::Fl=---Zip 32810 Job Site/Contact Number E-Mail Permltting@rbafla-=-.-com------------ Architect Name & Phone# _____________________________ _ Englneets Name& Phonet ____________________________ _ wortcersCompensatlon -------------,------:-:--:--:--:----------- _,P1 /I_,/ Leaoe Emple>yaS / Ellplmjon Date Application is hereby made to obtain a permit to do thll worlc and Installations ;)S Indicated. I ~fy that no work or ln:swlletipn has. commenced prior to ttie fssuance of a permit and that all work will be perlo,med to meet the standards of all the laws regutatlong construction In this jurisdktlon. I undem.ind that a separate permit must be seaired for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CX>NDmONERS, etc. NOTia: In addition to the requirements of this permit., there may be addltlonal restrictions applicable to this property that may be found In the public ream!s of this county, and there may be addltlonat permits required from other aovenvnental entJtie:s such as Wilter ITllnagement dbtrltts, state agencies, or federal agendes. OWNER'S AFFIDAVIT: I certify that all the foregoll'\8 lnformatlon ts acairate and that all wort< w lll be done In compnance wlttl all applicable laws regulating constNttion and ionil'\8, WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ~Slgnaturt of Owner or Agent) 50nally Known OR reduced Identification Typeofl . IIIIIIIIIPlV'IIWldMIIOff'IIIUptpl,o& -;;_~~-• aon~ Nit :S3HldX3 ~~U.~. a8Ct'£ 00 t NOISSltfflOO AN \~ :.'I./! OISVOOVTIISl~d \~~/ .......... , PRODUC T APPROVAL INFORMATION SHEET FOR THE C ITY OF ATLANTIC BEACH, FLORIDA Proj ect Name: ________________ ___,,.....------------Permit # _____ _ Project Addrcss:_3(~..L-2 \-=-------'S=---8M __ \ ro_-'--1 ~e~~(R:____,_,_cl_.._, ----------- As required by Florida Statute 553 .842 and Florida Administrative Code Rule 9B-72. please provide the infom1ation and product approval number(s) for the building components listed below as app lic ab le to the building construction project for the pennit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable li sted products. Information regarding statewide Jrod uct aooroval may be obtained at: www.floridabuildinl!.or1>. Category/S ubcategory Manufacturer Product. Description Limitation of Use State# Local# A. EXTERIOR DOORS I. Swinging 2. Sliding t:. i'.ntJA.11'1 I ? ,,.../'., e.,r ; CS ~ (IJ.fC(-S.h t'~k1 F=" L-I 4U Z i•3 3. Secti onal 4. Roll up 5. Automatic 6. Other B.WINDOWS I. Single hung 2. Horizonta l slider : Kene.tV c...1 'f:'L l'l5t-.~ l 3. Casement 4. Double hw1g i~tA\ a ,Z F-1 I .I I I 5. Fixed IQ., -llWar r l. I "<!)'7-:; • 4- 6. Awning 7. Pass-th rough 8. Projected 9. Mullion I 0. Wind breaker I 1 • Dual action 2. Other Category/Sabaltegory Manufadurer l"ruduct Descttptioa Limitation or use State# Local# H. NEW EX'TERIOR .ENVELOPE PRODUCI'S I. 2. In addition to completing the above list of manufacturers, product description and Stare approval number for the prodl.lCls used on this proJect, the Contractor shall maiolllin on lhe job site and available to the lnspce1or, a legible copy of each manufacturer's printed specifications and installation instructfon:1 along with this Product Approval SllCCi. I certify that this product approval list is true and correct to the best of my knowledge .. I further certify that lL'le of differ~n oomponcnts other than the ones li~ted in this docwnent must be approved by the Building Official. (ConlnlctorNomc) (Prin1Na111c)JO.rfOi Me\\\LIL (Signarure) ~ CompanyName{£VlllA\CH ~ a~df(&{..,_..¥} _______ l-~ ~....._ __ MailingAddrcss:'o{.ffi cardtv: rood Cicy; O.'i aV1 do TelephoneNumber.f\(11) '10t5 -]Y~b Fax Number. ( >-~-. ____ _ Cell Phone Number: ( ). ______ E-mail Addrcss:~fv r}11±bt1~ G rva./-f a· lD}'Yl -------------- - 1/21/2021 Florida Building Code Online 8CJS Home lQ9 In UHr Rf'glstratfon Hot T~ Su bm"it: Surch•rvt St■ts & fKts Putliaitions Contact us &CIS Site Mitp LJnks SUrch d ~~r ~Product Approval Ui-' W """' """'" ""' ~~ > ~Dpl,cp\•9!! Sea,ch > 6Q~hc;•t•on LIJ! > Appllutlon D.t.111 -FL # Application Type Code Version Application Status Comments Archived Product Man ufacturer Addre ss/Phone/Ema II Authorized Signature Tedinkal Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida En gineer or Architect Name who developed the Evaluation Report Flor lda License Quality Assurance Entity Quality Assurance Contract Expiration Date Valtdated Sy Certificate of Independence Referenced Standard a nd Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summarv of Products FL# FL14429•R7 Revision 2020 Approved Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264·5308 alan.barstad@Anderse nCorp .com Alan Barstad alan.barstad@AndersenCorp.com Alan Barstad 100 Fourth Avenue North Bayport, MN 55003 (651) 264·5308 abarstad@andersencorp.com Exterior Doors: Sliding Exterior Door Assemblies Evaluation Report from a Fforida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report -Hardcopy Received Hermes F, No rero, P.E. PE·73778 Window and Door Manufactu rers Association-QA 12/16/2030 Zachary R. Priest, P.E. Validation Checklist • Hardcopy Received fll44 29 BZ CO! COi Andersen S5 201 S-08-3 1 odf ~ MMNWDMNCSA 101/I.S.2/A440 MMNWDMNCSA 101/I.S.2/A440 ASTM E 1886 ASTM E 1996 TAS 201 TAS 20 2 TAS 203 Meth od 1 Option O 10/12/2020 10/23/2020 10/31/2020 12/15/2020 Description 14429.1 100 Series Gliding Patio Door (Non•HVHZ)(N on-lmpact) 100 Series Gliding Patio Coor (Non-HVHZ)(Non-Impact) Limits of Use Approved for use In HVHZ: No Approved for use outsJde HVHZ: Yes Impact Resistant: No Design Pressure: +30 /·30 Other: See Installation Instructions and Evaluation report for a llowable sizes, installat!on req uirements and limits of use . Installation Instructions FL14429 B7 II AWP120 SS 2020 -10-15 oii! Verified By: Hermes F. Norero, P.E. Fl orida P.E . 73778 Creat ed by Independent Third Party: Yes Evaluation Reports EL14429 RZ AE PER6661 SS 2020 -10-07 Q'1[ Created by I ndependent Thfrd Party: Yes .._ 14429.2 ,_ Limits of Use lnstallatlon Instructions 200 Series Narroflne Ghding Patio Door (Non-HVHZ)(Non-1 2~arrohne Ghdrng Patio Door (Non-HVHZ)(Non-Jmpact) Impact) I Approved for use In HVHZ: No FU4429 R7 II AWQ112 SS 2020-10-07 R,gf Approved for use outside HVHZ: Yes Verified By Hermes F Norero, P.E. Flonda P.E. 73778 Impact Resistant: No Created by Independent Third Party · Yes Design Pressure: N/A Evaluation ReporU hu 2008 2011 2012 2012 19 94 1994 1994 https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDquiKNpeAsu%2bZPP3j%2ba4esDUoZW3MNm6cPUlzOJsUAwDGw%3d%3d -1 1/2 1/21 /203/'ld ~d Florida Building Code Onli ne Othe tallation In ructions and Ev alu ation report for allowable design pressures, sizes, I EL14429 RZ AE PER6662 SS 2020-10-02 pdf instal q i rements a d limits c f use. ____ Creat ed by Independent Thi rd Party: Yes HZ: No 1200 Senes Perma-Sh1eld Gliding Patio Door (Non-HVHZ) (Non-Impact) ~ ~ d • HVHZ: Yes Other: See I nstallation Instructions and Evaluation report for allowab~ design pressures, sizes, tnstallatlon r equirements and Nmlts of use. 14429.4 200 Series Perma-Shield Gliding Patio Door (Non-HVHZ)(Non-Impact) InstallatiOf'I lnatructlons FL14429 RZ II AWQ]91 SS 2020-10 -07 pdf Vertned By: Hermes F. Norero, P.E. Aortda P.E. 73778 Crea,ted by Independent Third Party: Yes Evaluation Repo rta FL14429 R7 AE PER6663 SS 2020-10-07 pdf Created by I ndepende nt Thi rd Party: Yes 400 Series Frenchwood Gliding Pa tio Door (Non-HVHZ )(Non-lmpact) I l ◄00 Se ries Frenchwood Gliding Patio Door (Non-HVHZ) 1----------------'-'(_N_on_•_l m_pa_ct..;.)____ _ ___ -4--------------------------------l Umltsof Use Approved for u,e In HVHZ: No Approved for u,e ouukle HYHZ: Yes Impact R .. lsta n t: No Design P NUur•: N/A other: See lnst allat1on I nstructions and Evaluation report for allowable d esign pressures, sizes, l nstaltatlon r equirements and limits of use. ln1talla tfon ln,tructlon• EL14429 BZ JI AWPt 17 $$ 2020-10-07 p_gt Verified By: Hermes F. Norer o, P.E. Florida P.E . 73778 Created by I ndependent Third Pa rty: Yes l!valua tton Rep ort. FL14429 B7 AF PE86664 $$ 2020 -10-oz pdf Created by I ndependent Third Party: Yes 14429 .5 IA-Series Frenchwood Gliding Patio Door (Non·HVHZ)(Non-A·Sertes Fr enchwood Gliding Patio Door (Non•HVHZ)(Non•I mpact) I mpact) Umlts of Use Approved for use In HVHZ: No Approved for use outside HYHZ: Yes Impact Resistant: No Desl9n Prusure: N/A other: See I nstallation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and limits of use. 1◄429.6 ln1tallatlon Instructions El14429 87 lI AWP276 SS 2020-10-08 Q.d.f Veri fied Sy: Hermes F. Norero, P.E, Florida P.E. 73778 Created by I ndependent Third Party: Yes Evaluation Reports FL14429 B7 AE PEB7023 $$ 2020-10-08 Ddf Created by Independent Thi rd Party: Yes A-Series Frenchwood Gliding Patio Door DPVP (HVHZ)(Non-Impact} IA-Series Frenchwood Glidl ng Patio Door DPUP (HVHZ ) 1--------------__,.__(_N_on_·_l m_p_a_ct_) _______ ------+--------------------------------1 ln•ta llation Instructions U mitsof U:se Approved for use In HYHZ: Yes Approved for u 1e o utside HYHZ: Yes Im~ Resista nt: N o EL14429 87 JI AWPJ19 SS 2020 -10·07 Q"1f Verified Sy: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Eva luation Reports De:sig,n P reuure : N/A other: See Installation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and limits of u se. El14429 BZ AE PE86666 SS 2020-10-12 Pdf Created by I ndependent Third Party: Yes 1◄429.7 I A-Series Frenchwood Gliding Pat io Door with Stormwatch A-Sertes frenchwood GIi d ing Patio Door with Stormwatch Protection (HVHZ)(lmpact) Protection (HVHZ)(lmpact) Umits of Use Approved for u se In HVHZ: Yes Approved for u•• outside HYHZ: Yes Impact Resis uint: Yes Design Preuure: N/A Insta llation Instructions fll4429 RZ II AW Pl 18 SS 2020-10-07 pdf Verified By: Hermes F. Norero, P.E. Florida P.E. 737 78 Created by I ndependent Third Party: Yes Evalu•tlon Reports Other: See Inst allation Instn.,ctlons and Evaluation report for allowable design pressures, sizes, installation requirements and limits of use. FLJ4 429 RZ AE PER6665 SS 2020 -10-07 ~ Created by Independent Third Party: Yes ~ :: ?69J ftlt1r filPO t 8814 TWlahnw FL 32390 Pbstol· 8i9:11Z·1121 The State of Florida ls¥t M/EEOt mployer. ~ht )892·2013 $tatt pf flpdd.a :: Prillt£Y5tll!:rntnt :: N'BUlb/11x $JtStrntot :: BdVnd Stttf;mcnt Under l'1orlcUI i.w, ,eff'lti& adOrttsH att pubic rtcOfd•. 1' you do not want your ••"'-'I llddreu releHecl In respotise to • PCJbllc-rt<on:ls r~~t, do not Hnd electronic ffllil to this entity. 11\Stud, conbct the office by phoM or by tr.ciitioNII m.i1. If you h•"• .n-, q,.,Htlons, pleHe c.ont.ac:t 150.417.1395. •Puf'S\l,nt to Section 455.275{1 ), Florida Statutes, effective Octobfl' 1, 2012, lkffl!ffs la:nsed under O\llpter 455, f,S, ff'M.lst proyide the Oep,ai~nt with an email address II they haye one. The emails j)l'(Wk:led ~ bt used for official co~Uon with t he ~. However t fflll addresses art pubk record. tt you do not wish to sWPl'Y II peB0!'\111 adelren, p~~ provide the Department with •n ffnlll •odress wh~ can be m11oe •Hlllible to ttlt PCJl>lk, To determine If -,011 are • ~ 11ndtr Chaptef' '455, f,S., ple-se dick ~- ll'NHtuct ~M A«epb: C!!I IIJ lilE3 ■ Credi! Card Safe Miillif iiiitifH hltps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu iKNpeAsu %2bZPP3j %2ba4esDUoZ W3MNm6cPUlzOJs UAwDGw%3d%3d 2/2 r " I A N D E R S E N C O R P O R A T I O N ~ ' i ~ 2 0 0 S E R I E S P E R M A - S H I E L D G L I D I N G P A T I O D O O R A N D E R S E N . . . . . . . . . . . . . . . I C I O , O U l l f M , . W . I I I O l l ' l t t ' " " ' ° ' " • W I U O O ) I O M { N O N - H V H Z } { N O N - I M P A C T ) 1N5TALlA110N NOTCS: " ' I H l l ~ l l ' I O n : , n l l l M - 1 - U J 1 ONE tll INSTALLATION ANCHOft ISJtlO U M ( O A T E A C H A H O t O R ~ r a : t e 0 . LOCATION SHOWN, UNUSSOTltUtwtS ( S T A T C O - § l o ~ - E l l THC NUM8ER Of INSTAUATION ~CHO R S D C P K T E D I S J M C G E N E M L N O U S : ~ ~ z ~ , J H I MINIMUM NUMBER OF AHCHOftS TO 8 ( U S l O f ~ P R O O O C T 1 . T H C , t t O D O C T S H O W N H U t l l N t S D l S 1 G N l O A H O i o i ~ ~ i § E ! INSTALLATION. " ' " ~ ~ M A N l K A C T \ J f l C D T O C O M N . ' f W I T H T H E C l , H U t E N T f L O . : K > A T A B L E O F C O N T E N T S ~ : ; = : ; ; " ' . . H I B U i l . D i N G C O O £ ( F 8 C ) , l X O . U O t N G H V H Z A N D H A S B U N ~ i l l ~ . 3. INSTAll lNOMOUAl INSTAUATlON AH C H O M W l l l i l N A ( V A L U A T ( O A ( c o , I O I N ~ I N G : ~ ~ ~ - TOURANCE OF tl/2 INCH OF THC O(PI C T l D L O C A T I O N I N T H E S i t ANCHO.i LAYOUT DETAll. (U:., WITHOU T C O H ~ D U I A T I O N O F M M A / W O M A / C S A 1 0 1 / 1 . S 2 J A 4 4 Q . 1 1 S H E E T S H E E T D E S C R I P T I O N ; g ~ ! TOl.EMNClS). TOlUANClS AA[ NOT C U M u t A T M F J I O M O N E 2 . A O t : O U A C ' f ' O f T H E O O S T I N G S T R U C T \ J A A L 8 " ~ ~ t m INSTAUATtON ANCHO« TOTH( HOO. ~ ~ ~ 0 ~ C O N C l l £ l f . . / M A . S O N I I . Y , 2 X A N O M E T A L S T U D r A A M I N G A S l G E N E R A L A N O I N S T A L L A T I O N N O T I S i 4. THROUGH JlllAM[: rOA INSTAUATION I N T O 2 X e u c t e O f t F A A M I N G A M A I N W I N O F O f l C [ J t U I S T I N G S Y S l E M ( » A l l [ O f ~ ~ USE a10 W000 SCREWS OF SUFflOEN T l L N G T H T O A O f l M J J / 1 W f T H S l 4 N O I N G A N O T u . N S l ( R " 1 N G A P P \ J E D N t O D U C T , l U V A T K > N S & . ~ L A Y O U T S l o . u ) S T O T H ( F O U N O A T l O N I S T H E l t l S P O H S t l l U T Y o r f INCH MINIMUM EMBEDMENT INTO W O O O S U I S T R A . T t A N O T H E E N G t N [ U t O f l A l l C H I T E C T O f 1 1 : [ C O I I D J O f l n t [ J V E l ! : T l C A l S ( C T I O N S MAINTAIN MINIMUM )/4. EOG( OISlA N C [ , R E M A I I K S 8 Y O A T ( P l t O J [ C T O f I N S T A U A T I O N . 5. Tltfl:OUGH FUME: FOft INSTA.UA TI0N T H R O U G H 1 X B U C K T O • V E l ! : T K A L S C C T I O N S • G t A Z I N G D E T A . l l S r T H F B C C O O £ C K A N G S I i . 1 1 . 2 1 CONC@l/MASONfl'f'. 0A CMRtCTlY IN T O C ~ [ T ( / M A S O f r M Y . ) , 1 X A N D 2 X e u u s ( W H C N U S ( O ) S H N . . L K D U I G N ( O A N D s H O l l l O N T A l S f : C T l O N S USE Y,,·rrwrAKONSOfSUJ-FICICNT U : N G T H T O A C H I M 1 1 / 4 A N C H O f t C O T O P ' f t O P U l . Y T M H S F E I I A l l L O A D S T O T H E INCH MINIMUM [Ml[OME.NT A.NO MA I N l A I N M I N I M U M 2 • E O G [ S T I I U C T u t t E . B U C K O E S K i N A N O I N S T A l l A T 1 0 N t s T H E • S I O E U T E M U L U O N S OISTAN((. R E S P O N S I B I L I T Y O f n u E N G I N ( [ l l l ; O l t A l ! : C H n E C T O f 1 1 : E C O f l D J O f t T H C P R O J E C T o r I H S T A . U A l l O H 1 M U W O N A N C H O A O f T M U . . . . - - • u . u • - . . - - 10. THaouGH FRAM£· JOA INSTALLATIO N I N T O M C T A L S U I S T A A T E S 4 . T H C I N S T A l l A T I O H 0 £ T A . t l S D C . S 0 t 1 1 £ D H E l t C I N A R C M I M - - . U O • - • I U C ' l ' o , n , , , l l ~ ' US( 110GRAbt S SCt.F-ORIUJNG OAS E U - T A . f f l N G S C f l C W S O f 0 J t • , - . 0 1 1 t . . . . . • ~ ~ ~ l l f f l l 4 U I T ' 0 ' SUFFICIENT LENGTH TO ACHfEV[ J TH R E A D S M I N I M U M G ( N [ k l C A N O M A Y N O T R ( F l [ C f A C T U A L C O N O r T I O N S f O A - : . : . ~ ~ ~ : · ~ · I PENnMTION BEYOND METAL FRAME S U I S T M T E . A N O M A I N T A I N A S , E C I F K S I T E . I F S I T E C O N O f T I O N S C A U S E I N S T A L L A T l O N i MINIMUM 3/4• EOG[ DtSTAHCl T O ( ) ( V I A . f f F I I I O M T H £ l l f Q U I R [ M [ N T S 0 £ T M . E D H E R l l N , A l K U 6 f . D E N G M E R O I i A I I C H n E C T S H A U P l l t E P A J t C S i l [ · - ~ m n t " ° " ' · < ll. MINIMUM lMl[DMlNT AHO [OGE D t S " T A N C f [ X C l U O E W A U S P E C I F I C D O C U M ( N T S F O I i U S E W ' l ' T H T H I S D O C U M C N T . • - : . \ • ~ . = - ' ! FINtsHES, INCLUDING aur NOT LIMIT E D T O S T U C C O , f O A . M , B I I I I C K , . . . , , _ _ t , , p . VCNEE!t, ANO StO.NG. S . A P f ' l l : O V l O I M P A C T P l t O T E C T M S Y S T E M I S l l t [ Q U N l [ D T O , ~ r f S ' . > · - - - ~ " ' , P I I I O T E C T T H I S P R O O U C T I N A R W I I I E Q U I I I I I ~ D E S I G N P R E S S U R E R A T I N G ? ~ f ' l 12. IHS'TAU.ATION ANCHOII.SAHO ASSO C l A T [ O H A A D W A R C M U S l I C 1 1 : B t S T A N a . MAOC Of CORROSION ltEStSTA.NT MA T U U A l 0 1 1 1 H A V [ A 6 . D O O l l M A T U U A L : W O O O A N D V I N Y l M I S S I L E CORROSK>N lt£St5TAHTCOAT1NG. P R O D U C T O . A . S I Z E C O N F I G U R A T I O N D E S I G N P R E S S U R E I M P A C T * ; * = 13. FOIi NOUOW 11.00: AHO Gll:Ot/T FI L U D k O C C . . 0 0 N O T 7 . G l A . S S M [ m T H ( l [ Q U W M ( N T S O f A S l M ( t l O O G V & R A T I N G ° " S A O F f o : ~ C H A . A T S . S £ E S H £ £ 1 4 F O f t G l . A n N G O f T A . l l S . 1 l • " ' ~ I INST All WSTALLATION AN04CMU INT O M ( ) f l T A A . M ) I N T S . P S G P D - O B O S I G s o K " X 9 S i o S : " 0 . , s 0 / . , s . o P S f ~ ~ . o 1 0 1 > - / w § EDGE DISTANCE IS MU.SURED FROM F R C C C O G [ O f B l O C K O l l t 8 . O E S I G N A T I O N S " l ( " A N o · o · S T A N O F O A T H [ F O L L O W I N G : ~ , , ~ - s . . - ~ u " ' , , , ' [DG( Of MORTAIII K>INT INTO J-A.Cf S H E L L O f 8 1 . 0 C K . X : A C T I V E P A N E L 9 ' " X 9 S W , , · ~ ' ' : \ ' ' 14. INSTAUATION A.NCHOIISSHAL.L BC IN S J A L L C D I N O ; S T A . T I O N A I I I V P A H [ l P S G P O l l l O A S t G X O • 1 S 0 / · 2 S . O , S F N O N - I M P A C T ' ! . l ~ ~ · - l NXOIIIDANCE WJTli ANCHOlll MAHUf A C T U R [ l t ' S r lN5TAll.A.TION INSTIIIUCTIONS, AND A N C f f O f l : S S H A L L N O T 8 £ U S E D 9 . C V S T O M S t Z C S A V A I L A B t . C U , O N l l [ Q U E S T . a J S T O M P S G P D l 1 6 1 1 . A S O P U P t G 9 6 . x a z ~ · X O + 4 0 . 0 / - " 0 . 0 , S f ' ' " ' " " 0 6 ~ ~ - " " 1 1 IN SUIISTMTtS Wmt STRENGTHS LlS S T H A N n t E M I N I M U M O E S t G N P R E S S U R E W t l . l 9 ( A S S t G N E O E Q U A L T O N E X T F l l : STil[NGTH SPCOFIED BY TH£ A.HCHOllt M A N U f ' A C T U I I I E R . W G l l l t S T A N O A . 1 1 0 s u t . F L 1 4 4 2 9 i lS. INSTAll.A.TIOH ANCHC>lt CM'AOTI£S F O I I I P I I I O O U C T S D A T E : 1 0 . 1 6 . 1 7 HCR[IN AAE BASlO ON SUBSTMTE M A T C R I A L S W I T H T H ( FOUOWING PAOP["TIES: O W G . B Y : C H K . B Y : A. WOOO-MINtMUMSftOftCGllA V I T Y ( ) f O . S S . S M H F N II. CONCRm -MINIMUM COMPRES S M S T I I . E H G T H O f J O O O , S , N T S C MASOHRY-STil(NGTHCONr<>~M A N C E T O A S T M C - 9 0 . M I N S C A L E : I Bl.OCIC COMPRCSSIVE STRENGTH 2 0 0 0 P S I O W G . I : A W D 1 9 1 0. ST(tl•MINtMUMV1ELOMENG T H O f ' l 3 K S I . M I N I M U M W~ THIC«NlSS Of l) MU 120 G A . u G ( I S H E E T : [. AlUMINUM • MINIMUM 606)-TS A U O Y M I N I M U M W A L L i THtcKNESSOJ 1/1". \. O F 7 . J U N I T M A X . W I D T H 9 6 . 0 0 . , P A N U M A X . O . l . O . M A X . W I D T H 4 8 . 3 7 5 • W I D T H 4 3 . 1 2 5 " UNIT PANEL MAX. MAX. HEIGHT HEIGHT 95.SO'" 92.25'" D . L . 0 M A X . HE I G H T 86 . 8 7 5 " I 10'" M A X . F R O M - - - - f - - - t C O R N E R S I : l0"MAX F / FROM CORNERS r - - - - 12.S - M A X . O . C . L _ E L E V A T I O N r - - r " l 9 ' " M A X . O . C . I I A N C H O R L A Y O U T T H R O U G H F R A M E I N S T A L L A T I O N I U N I T P A N E L M A X . M A X . H E t G H T H E K i H T 9 5 , s o • 9 2 . 2 5 • D . L O M A X . M E I G H T 8 6 . 8 7 5 . P A N E L M A X . W I D T H 4 8 . 3 7 5 • 0 . L O . M A X . W I D T H 0 . 1 2 5 " I E L E V A T I O N 1 0 • M A X . F R O M - - f - - i C O R N E R S I : l O ' " M A X . F R O M C O R N E R S S E T E N T I R E 5 ' l l I N S E O O f S T R U C T I . . I R A l 5 ' U C O N E S E A L A N T , ( M I N T H R E E W B E A D S ) A N C H O R L A Y O U T T H R O U G H F R A M E I N S T A L L A T I O N I D O F C M . M T M A W t « > l f f l l . . . . ' 9 ' 0 1 1 T , J l ! N ~ ~ . ~ f M : l t S I I N o o l · l l ! o O f l : ~ 1 ) N , l , , 1 • • U f l C . . o l O U l l " " " ' M ' " U - - - - 1 1 . ' . I M f M : I T O I C f \ K l ' - C O l ' G ' ! ' l l ) I I O S • f l ' f ~ v n • 1 m - < M M M T , u . o , ~ - · - - . . - W l ' I O l l O U l l ° ' . . . . . I I U C - 1 1 ~ • O l ~ t l O I I U . - - - ~ - - . . m r < M I I M . W ' 1 ' 1 N I ! , _ , , 1 1 1 1 , , , , , - : . - : . ; * = t r J ~ , , ' . . - ~ - F l l : F L 1 4 4 2 9 D A T E , 1 0 . 1 6 . 1 7 D W G . B Y : C H ~ 8 Y : S M H F N D W G . I , A W D 1 9 1 S H E E T : O F 7 0.A. UNIT HEIGHT 3 V E R T I C A L S E C T I O N HE A D · 2 X W 0 0 D / C O N C l t £ f £ / M A S O N R Y T N R O U G H F R A M E 3 / 8 " M A X . S H I M S P A C E # 1 0 W O O D S C R E W I N S T A l L A T I O N A N C M O R 2 X W O O D F R A M I N G & S H E A T M I N G B Y O T H E R S E X T E R I O R F I N I S H B Y O T H E R S S E A L A N T B E T W E E N F l A N G E A N D S U B S T R A T E P E R I M E T E R S E A L A N T B Y O T H E R S 0 . A . U N I T H E I G H T l ~ S E E G L A Z I N G D E T A I L S , S H E E T 4 ( [ ) ~ O.A. UNIT HEIGHT SET Sill IN BED Of STRUCTURAL SILICONE SEALANT (MIN THREE 1/r BEADS) CONCRETE/ MASONRY BY OTHERS CD V E R T ~ ~ ! ! . ~ C T I O N T H I I O U G H F R A M E S E E G L A Z I N G D E T A I L S , S H E E T 4 0 . A . U N I T H E I G H T S E E G l A Z I N G D E T A I L S , S H E E T 4 S £ T S I L L I N B E D O F S T R U C T U R A L _ ; ~ . . . . . . . . . 1 S I L I C O N E S E A l A N T ( M I N T H R E E 1 / 2 " B E A D S I E X T E R I O R F I N I S H / B L O C K I N G / D E C K I N G _ J ~ ~ s ; . ~ = = = = = - - - - - = : : : : : : : : J B Y O T H E R S 2 X W O O D F R A M I N G B V O T H E R S D V E R T I C A L S E C T I O N S T A N D A R D S i l l • 2 X W O O O T i t l t O U G H F l t A . M ( ~ V E R T I C A L S E C T I O N H E A D · 2 X W O O D F R A M I N G T H R O U G H F R A M E 0 . A . U N I T H E I G H T S E T S i l l I N B E D O F S T R U C T U R A L S I L I C O N E S E A L A N T ( M I N T H R E E 1 / 2 • B E A D S ) E X T E R I O R 3 / 4 " M I N E D G E D I S T A N C E 1 - 1 / r M I N . E M 8 E D M E N T F I N I S H / B L O C K l ~ ~ O ~ ~ ~ ~ ~ - ' " ' - " ~ ' . ? , ~ ~ ~ ~ ~ ~ ~ ~ 2 X W O O D F R A M I N G B V O T H E R S f - f f i . . ; . . - - 1 - - - ' V - - = E : . . : . R ' - - = T : : : : I C - = ' = A ~ L = - = , S , , : , E C T : ' = - ' l - = O . . : . . N . ; _ _ w D P U P S f t . . l • 2 X W O O D T H ! t O U G H F R A M ( A N D E R S E N . . . . . . . . . . . . . J D O F ( ) U R l H a V l " ' C l ~ J M M Y , 0 1 1 1 . M M ~ S O O J - J o , J " 4 : I U 1 ) 1 ' , 1 , , \ 1 ! , 0 f " J . : t U ) ) M o l - s , I I S r > C N ! T M I O - l l f T l j U O ( O J I C O . . " I N . . . ~ " ' I O l t . _ . . , _ , . . , 1 1 1 1 1 U C l l , ( I U A l a ) N O l 1 0 6 O i f o l O A c V I I r - - ~ 1 1 6 1 - ' I . . . . f O D t ' N d l • - " " f f C M 0 1 W f o r n o c , _ _ . _ . _ - I U O l l ~ n - . i _ _ , _ \ l ' l f l o l f C I A C I I I O ( \ I W f t f f J ~ U W . . , , . . _ _ , _ . . , , , 1 1 1 1 , , , ✓ , - ; . % • = 1 1 f f . . . . , . , , _ _ , . _ , , ~ ~ , , , u _ 1 · N " 1 a . ~ ; o , ~ n o - . . M J 1 F l # : F L 1 4 4 2 9 D A T E , 1 0 . 1 6 . 1 7 O W G . B Y : C H K . B Y : S M H F N S C A L E , N T S O W G . 1 , A W D 1 9 1 S H E E T : 3 3 O F 7 METAL STUD & $HEATHING FRAMING BY OTHERS #10 SELF-ORILUNG SCREW INSTALlATION ANCHOR SEALANT BETWEEN FlANGE AND SUBSTRATE EmRIOR FINISH BY OTHERS PERIMETtR SEALANT BY OTHERS O.A. UNIT HEIGKT O.A. UNIT HEIGHT SET Sill IN BED OF STRUCTURAL SILICONE SEALANT (MINTHREE1/2·B£Aos1 V ' · . . . CONCRETE/ MASONRY_ / " BY OTHERS C l ) V E R T I C A L S E C T I O N S I U . . c O N C l m n n t O U G H F " - A M E T H R E E T H R E A D S M I N . P E N E T R A T I O N B E Y O N D M E T A l 3 / 8 " M A X . S H I M S P A C E D E S I C C A N T F I L L E D M E T A L S P A C E R r r 3 / 4 " O . A . I N S U L A T E D T E M P E R E D G L A S S N T E R I O F I 3 / 4 " G L A S S B I T E S I L I C O N E B A C K B E D G L A Z I N G D E T A I L 1 N O T E : - 1 - . - A l l G L A Z I N G M E E T S S A F E T Y G L A Z I N G R E Q U I R E M E N T S A S P E R C H 2 4 O F T H E F B C . 2 . S E T T I N G B L O C K D U R O M E T E R H A R D N E S S O F 7 0 - 9 0 ( S H O R E A ) A S R E F E R E N C E D I N C H A P T E R 2 4 . 3 . S E T T I N G B L O C K S T O B E L O C A T E D A T 1 / 4 S P A N L E N G T H F O R G L A S S W I D E R T H A N 3 6 " A S P E R C H A P T E R 2 4 . 4 . D . L O . M A Y N O T E X C E E D M A X D I M E N S I O N S S H O W N I N E L E V A T I O N S . A H D E R S E H . . . . . . . . . . . . . . . 1 0 0 , o u R T M A W M ' . M l M M ' l ' l ' O l f l ' . - 5 5 0 0 ) . I O M ' t t : ~ 1 ) : K + - S I S O 1 ' : f H I J M 4 • k l 5 R E M A R K S 8 Y D A T E H F B C C O O £ C H A N G S R . 1 8 . . . , . _ M T - l l O N I I U . . U I M . _ 1 1 _ . . . . . ~ - - - • " ' 1 f l l l l l f U C , - ~ • P f C l ' O : : t 1 f f • V f f - U I B ( M 1 , 1 , t 1 J t , ~ - n _ , , t t ~ t t ' I S • t A I I J . 1 1 - • U C : ~ ~ l A O l . « M l n C l - . i • • • - ~ ~ • o a u w . , , . . . - ~ w t \ l l f l l t F L # : , , . . , , % * = < r g " " , , ' F L 1 4 4 2 9 D A T E , 1 0 , 1 6 , 1 7 D W G . B Y : C H I C . B Y : S M H F N S C A t E , N T S O W G . l c A W D 1 9 1 S H E E T : O F 7 METAL STUD FRAMING BY OTHCltS •10 SELF-DRILLING SCREW INSTAU.ATtON ANCHOR SHEATHING BY OTHERS SEALANT BETWEEN FLANGE ANO SUBSTRATE EXTERIOR FINISH BY OTHERS PERIM£T£R SCAlANT BYOTHUS 3 T H R E A D S M I N , P E N E T R A T I O N B E Y O N D M C T A L H O R I Z O N T A L S E C T I O N J A M I · M E T A L S T U O F M . M E T M l t O U G H J U . M E 3 / 8 " M A X S H I M S P A C E 11/4• M I N EMBEDME N T 2"MIN EDGE DISTANCE f f i 0 . A . U N I T W 1 O T H H O R I Z O N T A L S E C T I O N J A M I · U W O O O / C O N C R E T t / M A . S O N I I Y n t R O U Q t f l t A M E I N T E R I O R S E E G I A Z I N G 0 £ T A I L S , S H E E T " S E E G l A Z I N G 0 £ T A l l S , S H E E T 4 E X T £ R I O R ~ S E E G U . Z I N G O O A I I . S , S H E E T 4 N O T ( : F L A N G E M A Y B E T R I M M E O / C \ J T D O W N T O F I T U C I U C K O R R E M O V E D F O R D I R E C T T O M A S O N R Y I N S T A L L A T I O N . 3 / 8 " M A X . S H I M S P A C E O . A . U N I T W I D T H l - 1 / 2 " M I N . E M B E D M £ N T S E A L A N T B E T W E E N C O N C R E T E / M A S O N R Y & 2 X W O O D 8 U C I ( B Y O ™ E R S 3 / 4 " M I N . E D G E D I S T A N C E " l l 0 W O O O S C I U W ' I N S T A U A T K > H A N C H O R 2 X W 0 0 0 8 U C K B Y O T H E R S , , , , _ _ 1 - , = . S E A l A H T 8 £ 1 W t E N f l A N G E A N D S U B S T R A T E : \ ~ E X T E R I O R F I N I S H . · . · . • . B Y O T H E R S P £ R I M E T E R S E A L A N T I Y O T l i E R S H O R I Z O N T A L S E C T I O N J A M e • 2 X W O O O I U O T H R O U G H F M . M E ! ! i l l ! Q ! ! H O R I Z O N T A L S E C T I O N I N T U l l O C I . A N D E R S E N . , . . . . . . . . . . . . 0 0 1 ° ' - " " " & \ l l l , ( ) l t l l O L l i ~ . M N S ! o O O J . I O N " " : t M I J J M . S l ! i O F l ! . I M l ! , . . _ W S R E M A U S I Y O A T I H F B C C O O £ C H A N G S i l . 1 8 . 2 " " ' 0 ' 6 1 1 £ U - l l l f . W U ~ P . . O I • 1 J 1 1 1 < . a • • - • • < o 0 1 f l l l u i n _ , , . . _ O O • W C l l ' C " ' " • W ' f - U l l , I V M U o l . L O ~ - · - = - ~ ~ = - 1 1 1 1 , , , . , , . % • = i r ~ f , , , , ' . , _ , . . " " ' · ~ - - " " - F l # : F L 1 4 4 2 9 D A T E : 1 0 . 1 6 . 1 7 O W G , B Y : C H K . B Y : S M H F N S C A L E , N T S O W G . 1 , A W D 1 9 1 S H E I T : O F 7 L· M\.U. W • T R I B U T A R Y W I D T H { I N ) LENGTH .. , , ... J J . O J U , . . . . . . . ,._. 50.0 50,0 5 0 , 0 5 0 , 0 5 0 . 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 . 0 .... 50,0 50.0 5 0 , 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 , 0 .... 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 , 0 .... 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 . 0 ,u 50,0 50,0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 .... 50,0 50,0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 7U 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 4 9 . 3 . . . , 4 2 . 2 , ... 50,0 50,0 5 0 . 0 5 0 . 0 4 7 . 8 . . . , 4 U 3 7 . 7 .... 50.0 50,0 5 0 , 0 4 7 . 5 . . . . 3 0 . 0 , . _ , .... 50.0 50.0 . . , . . . , 3 7 . 2 3 2 . 9 3 1 , 2 .... 50.0 50.0 . . . . . . . . 3 7 . 2 J U 3 2 . 2 J 0 . 3 2 8 7 NOm 1) MULLION CHART APPLIES T O M U W O N A . S S E M I U E S , S E E T Y , . D E T A I L A / 6 , W H E N U S E D T O M U L L D O O R S I N CONFIGURA.TtONS SHOWN I N T Y P . E U V A T I O N A A T I U G K T C l P A N f l X O O N L Y ) . 2) DESIGN rttESSUREVALUES A R E l l ' O S m v t A N D N f G A T I V E I N P S F . l) MAXIMUM DEFllCTlON HA S B U N U M I T T D T O l / 1 7 S . . f 5 . f . . . . 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 . . . , . . . . 3 8 . 2 , . _ , 3 2 . & 3 1 . 4 2 9 . 7 2 8 . 5 2 7 . 3 2 6 . 1 4) D£SfGN PRESSURE OF ASSf: M I L Y t s U M f T t D T O T H E l l S S H D E S I G N P R E S S U R E O F T M £ J A M B - T O . J A M I W O O D M U U I O N O I i TKE INDMDUAL DOOlt UNI T O f I N S T A U A T I O N . S) MUWON CHART ABOVE AP P L I E S T O M U W D A S S E M I U E S C O N S I S T I N G O f 2 0 0 s t . R t E S P U t M A • S f f l E L D G U D I N G P A T I O 0 0 0 A ACT-STAT UNITS AND STAT U N m . 6) AOJAaNT DOOltS SHAU. IE F A S T E N E D T O T H E l l t O U G H O P E N I N G W I T H A D O f f i O H A L A H C H O ~ I N A C C O R O A N a W I T H D£TAll5 A/7 & 8/7, SHEET 7 . 2 0 0 S E R I E S P S G P O A ! □ . . . L U ~ T R I B U T A R Y W I D T H • W • ( A + 8 ) / 2 E X T E R I O R V I N Y L T R I M S T R I P I N T £ R t o f t V I N Y L T R I M S T R I P B E A D O F S I L I C O N E 2 0 0 S E R I E S P S G P D S T A T A N D E R S E N . . . . . . . . . . . . . . l O O F O U l l m - . v t . . . C : : . ' " U . f f ' O « f , M N , S O O H I I M f ' M . I U l l M l • S 1 S O t x : f ' , 5 1 ) H , , t , W S Q t ; u , g ; § ~ : ! : _ ~ ! ~ ~ ~ ¢ ! • ! 1 ! o ~ " ' i I l l a : ' . ; ; c : i : : i : : O ~ ~ i h i 1 ~ ~ ~ 0 ~ i l 1 g . . z ~ ~ ~ ~ 5 i 1 ~ § . e l l ~ C D 8 ' ° C " ' ~ 0 ~ ~ I " g ! " ° ' " " ' ' . . . . . , . _ O l ~ " ' U - - P . . _ . . , , . - « • - . . . . . . . ~ - - , l K f - - · ' " ~ - • - - c . v . , , t l M f O l l l l r o ~ • _ , . , . . . _ _ < O l l l t t o t ! _ . . _ . . . . . u i : " " 5 U I . - • 0 t . - 1 C 1 - . . . f l l l l • - 1 1 1 1 ~ ~ ' ° " . . . . . - ~ - _ _ . , . , . , , . , , . % * = 0 : : ; ~ " " ' · " · ' - - - = ~ , ~ - . F l l : F L 1 4 4 2 9 D A T E , 1 0 . 1 6 . 1 7 D W G . B Y : S M C H K . . B Y : H F N S C A L E , N T S D W G . . . A W D 1 9 1 S H E E T : O F 7 I - - - - - 9 " M A X . - - - - - + - - - - - 9 " M A X . - - - - - 1 3 " M I N . O . C . - + - - - - + - - - - - + - 3 " M I N . O . C . 2 0 0 S E R I E S P S G P O 2 0 0 S E R I E S P S G P O E X T E R I O R V I E W M U U J O N A N O t O R 0 £ T A l l • H E A D T I U t C M J G H F R A M E · T Y P . T H R E E ( l ) t N S T A l l A T I O H A N C H O R S T H R O U G H E A . F ~ E S E E S H E E T 1 ; T N S T A l l A T I O N N O T E S 4 , S , O R 6 W H E R E A P P L I C A B L E 2 0 0 S E R I E S P S G P O S T A T 2 0 0 S E R I E S P S G P O S T A T T H R E E ( 3 1 I N S T A U A T I O N A N C H O R S T H R O U G H E A . F R A M E S H S H E E T f . T N S T A l l . A l l O N N O T E S 4 , S , O R 6 W H E R E A P P U C A B L E r M I N . O . C . - + - - - - + - - - - - + - 3 " M I N . 0 . C . I - - - - 9 • M A X . 9 " M A X . - - - - - < E X T E R I O R V I E W M U W O N A N C H O R D ( T A J l . S I U n t f t O U G H F R A M £ • T Y P . J . H D E R S E H . , . . . . . . ' & • • • • • I O O J O U U M , t , V f M ) U I I 1 A f t ' O l ; f , f , , l } I I K I O l - l O M " ' I H 1 1 M o t - S l , O l " l l i . s 0 1 ' < 1 " " 1 , . . . _ , _ _ 1 1 1 1 1 - U _ . . . . . . . . . . 1 1 - - . . • ~ - • l 1 l ' C ' I ' - . . . ~ . _ , . , e w , c . . . , . . _ , , _ u , W M l . , U N - • _ , . . . ~ . . . . . . . . . . , . . . . . . . . . . . ~ . . . - • o o _ _ , _ . . . , . _ _ _ _ _ . . , . . ~ - ' " " " , , . , , % * = < r § g , , , ' - M N F L 1 4 4 2 9 D A T E , 1 0 . 1 6 . 1 7 O W G . a v : C H K . I V : S M H F N S C A l E , N T S D W G . , A W D 1 9 1 S H E E T : O F 7 1/21/2021 Florida Building Code Online BCTS Home l09 In Usu R~lstr.tior, Hot Topia Submit Sur(htlr9t St1ts & fKU Publiaitions Contact US &CJS Sit~ Map Un.its Se.rch d ~dJtt')r ~Product Approv•I u 19" \El"""'''""" uu, Fl# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quallty Assurance Contract Expiration Date Validated Sy Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved FL14429-R7 Re11lslon 2020 Approved Andersen Corporation 100 Fourth Avenue North Bayport1 MN 55003 (651) 264-5308 alan.barstad@AndersenCorp.com Alan Barstad alan.barstad@AndersenCorp.com Alan Barstad 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer evaluation Report -Hardcopy Rece ived Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Ass ociation-QA 12/16/2030 Zachary R. Priest, P.E. Validation Checklist -Hardcopy Received f ll44 22 B2 COi CPI Aodea;en ss 20 1 S-OS·Jl odf ~ MMNWOMNCSA 101/1.5.2/A440 MMNWOMNCSA 101/1.S,2/A440 ASTM E 1886 ASTM E 1996 TAS 201 TAS 202 TAS 203 Method l Option D 10/12/2020 10/23/2020 10/31/2020 12/15/2020 FL# 14429.l Model, Number or N•m• Description 100 Series Gliding Patio Door (Non-HVHZ)(Non-lmpact} 100 Series Gliding Patio Door (Non-HVHZ)(Non-Impact) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes lmp•ct Reslst•nt: No Design Pressure: +30/-30 Other: See Installation Instructions and Evaluation report for allowable sizes, Installation req uirements and limits of use. JnsbllllltJon Instructions f ll442 9 B7 II AWP120 SS 2020 -10-15 Pd! Verified By: Hermes F. Norero, P.E. Florida P.E . 73778 j Creat ed by Independent Third Party: Yes Evaluation Reports EL1 4429 RZ A.E PER6661 ss 202 0-10-oz Qgf Created by Independent Thfrd Party: Yes ------ 14429.2 200 Series Narronne Gliding Pa tio Door (Non-HVHZ)(Non-200 Series Narrollne Gliding Patio Door (Non-HVHZ)(Non-lmpact) Impact) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes I lmpact Resistant: No Design Pressure: N/A Jnstallatlon Instructions: FU44 29 R7 II AW Q112 SS 2020·10-07 P~ Verified By: Hermes F. Norero, P.E. Ftorida P.E. 73778 Created by Independent Third Party : Yes Evaluation Reports .bAt 2008 2011 2012 2012 1994 1994 1994 https://www.floridabuilding.org/pr/pr_app_dt1.aspx?param=wGEVXQwtDquiKNpeAsu%2bZPP3j%2ba4esDUoZW3MNm6cPUlzOJsUAwDGw%3d%3d 1/2 1/21/201//d :d Florida Building Code Online Othe tallation In ructions and Evaluation report for allowable design pressures, sizes, I Fll4429 RZ AE PEB6662 55 2020-10-07 pdf instal q i rements a d limits of use. ____ . Created by tndependent Third Party: Yes ,_'_4_4_29 ___ 3 _____ 7; 1200 SeMes Perrna-Shield Gliding Patio Door (Non-HVHZ) 200 Series Perma-Shield Gliding Patio Door (Non-HVHZ)(Non-I mpact) (Non-Impact) \_~~f::~~~Z: Yes OtMr: See I nstallation Instructions and Evaluation report fOf allowable design pressur es, sizes, installation r equirements and Hmtts of use. 1 4429.4 Installation Instruction• FL14429 RZ II AWQ191 SS 2020-10-07 P.d.! Vertned By: Hermes F. Norero, P.E. Aortda P.E. 73778 Crea,ted by Independe nt Third Party: Yes Evaluation R.eporb fll4429 R7 AE PER6663 SS 2020· 10·07 Ddf Created by Independent Third Porty: Yes I 1 400 Series Frenchwood Gliding Patio Door (Non-HVHZ) 400 Series Frenchwood Gliding Patio Door {Non-HVHZ )(Non-Impact) 1 ____________ J.:(_N_on_•_l m_pa_ct..;.)__ -~~---------___ ----------------~ Umltsof Use Approvff for use In HVHZ: No Approved for use outakle HYHZ: Yes Impact R .. lstant: No Design Preuur•: N/A other: See Installation I nstructions and Evaluation report for allowable design pressures, sizes, l nstaltatlon r equirements and limits of use. ln1tallatlon ln1tructlon1 Ell4429 BZ II AWPt 17 $$ 202 0-10-PZ p_gt Verified By: Hermes F. Norero, P,E. Florida P.E. 73778 Created by Independent Third Party: Yes l!valuatlon Report. EL 14429 RZ AF PEB6664 $$ 2020·10·07 odf Created by Independent Third Party: Yes 14429.5 IA-Series Frenchwood Gliding Patio Door (Non-HVHZ)(Non-A-Sertes Fr enchwood Gliding Patio Door (Non•HVHZ){Non-Impact) I m pact) Umltsof UH Approved for use In HVHZ: No Approved for use outside HYHZ: Yes Imp.act Resistant: No Design Prusure: N/A other: See I nstallation Instructions and EvaluaUon report for allowable design pressures, sizes, installation requirements and limits of use. 14429.6 Umitsof UM IA-Sertes Frenchwood GHdlng Patio Door DPUP (HVHZ) (Non-I mpact) Approved for u1e ln HVHZ: Yes App roved for u1e outside HYHZ: Yes Im~ct Resistant: No Deslg,n P,....ure: N/A Other: See Installation I nstructions and Evaluation report for allowable d esign pressures, sizes, installation requirements and limits of use. lnataHatlon Instructions Et14429 BZ 11 AWP276 SS 2020-10-08 odf Verified 6y: Hermes F. Norero, P.E, Aorida P.E. 73778 Created by I ndependent Third Party: Yes Evaluation Reports FL14429 87 AE PEBZ023 SS 2020-10·08 P~ Created by Independent Third Party: Yes A-Ser1es Frenchwood Gliding Patio Door DPUP (HVHZ){Non-Impact) ln•t•llation Instructions El 14429 BZ !I AWPJ 19 $$ 2020 -10-oz rlllf Verified By: Hermes f, Norero, P.E. Florida P.E. 73778 Created by Independent Thfrd Party: Yes Ev aluation Report. EL14429 BZ AE PEB6666 SS 2020-10-12 Pdf Created by Independent Third Party: Yes 14429.7 I A-Series Frenchwood Gliding Patio Door with Stormwatch A-Series Frenchwood GIi d ing Patio Door w ith Stormwatch Protection (HVHZ)(lmpact) Protection (HVHZ)(lmpact) e--------------'----_.:,__.:..:.,__:___:_.:,_ ________ ~,__---------------------------·- Umitsof Use Approved for u se In HVHZ: Yes Approved for u se oul$1de HYHZ: Yes Impact Rffisuint: Yes Design Pressure: N/A Installation Instructions fll4429 87 II AWQt 18 SS 2020-10-07 pd.! Verified By: Hennes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Other: See Installation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and limits of use. FL14429 87 AE PER6665 ss 2020 -10-oz ~ Created by Independent Th ird Party: Yes B El ~ :: ?§91 Dlt1r filPM Rffl n.ilahnss fl 32390 Mleoc· H0:11Z·ll21 The State of Aorida lsWt M/EEOemploytt. CQQmGht )002·2013 $StSr pf FfAddt :: f!riYtSY Stattment :: N:mt!btMY $teSt1D$0t :: Bc(µndStttf.mcot Under F1ofld.a, lbw, em•l6 addresses are pubk ~d1. U you 00 not want your ••m-'I addreH releffed In re5PO'\M to • pUl)ll(-rec-on:ts r~~ do not send electronk mill to this entity. 11\Stud, conbct the offlc:e by phone Of' t,y traditlonlll m.i1. If you ha"'• .ny questions, please: contact 150,417.ll95. •Purs,ant to Section 455.275{1), f lol'WI S tatutu, effttlhte Octobef' 1, 2012, lkenstts lce.n.sed unckr O\.lpte, 455, f.S. mvst provide lhe ~rtmenl wk h an etNil Mdress iflhey ha\le one. The tfN!ls J)l'(Wk:le4 may be used for ottldal con,,,v,lcetlon with the lla!nsee. However emal addresses are public: record. U you do not wl~ lo SUPPIY a p,enor.al -«lren, plea,e provide: the Dtpwtmfflt with an email address whktl c.an be made a,...llNle to tt,e publk, To 6etermlne If yo1.1 are a kensee imder Chapter 455, ,.s .. please dick b:t.t.L· li'ro4uct ApproYM Acmpb: L'!l ~ Iii E3 ll!I Credrt Card Safe MiillifiiiiliiH hltps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu iKNpeAsu %2bZPP3j%2ba4esDUoZW3MNm6cPUlzOJs UAwDGw%3d%3d 2/2 r INSTM.lATlOf\l NOTIS: l ONE lll INSTAUATION AHCHOfl ,S RlO U M C O A l t A C H 4 H O t 0 R LOCATION SHOWN, UHUSSOTH(ttwts ( S T A T ( O 2 TH( NUM8Elt Of INSTAUATION MKH O R S O [ , t C T E D 1 5 T l 4 [ MINIMUM NUMB[tl OF AHCHOflS TO 8 ( U S { O F O f t P l t O O U C T INSTAllATION 3. !NSTAl.l INOMOUAl INST,t.UATION AN C H O I U W I T l i l N A TOl(AANC( OF U/2 INCH or TH[ O(PI C H D i . O C A f l O N l f r i l T H E ANCHOfl LAYOVT D€TAll (l.l .• WmtOU T C O N S I O U A T I O N ( ) r lot(fWKlS) 10lUANCU AA£ NOT C V M U L A T M . F A O M O N E INSTAUATION AHCHOII TO TH( HOIT •• n+ROUGH JUMl: FOR INSTAUATION I N T O 2 x e u o : O R r l V J • , U N G USE •lO WOOO SOlWSOf SUFflO[H T I . C N G T H T O A C H I E V E J J / 1 INCH MINIMUM lMBlDMENT INTO W O O O S U I S T R A n A N O MAINTAIN MINIMUM 3/4" EOG[ OISlA N C E . S. TldlOUGHflAMt. FOI\INSTAUATIOH T H A O U G H 1 X W C l ( T O COHCRiif/MAsoNRY, OR CMRtC1U JN T O C O N c a f l l / M A . S O N f l Y . VSl Y,,•rrwtAKONSOfSUf.flCllNT l l N < m i T O A t H M 1 I / • INCH MINIMUM (MB(OM[NT AND MA I N l A I N M I N I M U M z • C O < ; l DISTANCt 10. lHROUGH fu.M(· f()I; INSTAUATK> H I N T O M I T A L S U S S l A A T [ S US{ •tOGRAOC s SCL,~DRIUING OAS U f . . T A n l N G S O . [ W S O f SUfFlCl[NT LENGTH TO ACHIEVE J TH , t E A D S M I N I M U M PENETRATION BEYOND METAL rMME S U I S T R A T E A N D M A I N T A I N MINIMUM l/•~ IDGE OtSTAHC( I 11·n~,:~~~L~~~:4~ =~ ~:~ E ~ C : ~ ~ ~ ~ g ! : , ~ ~ C l VCNC[llt, .\ND SlfMNG. U:. lHSlM..lATK>N ANCHOltSAHDASSO C l A T l D H A A D W . u t l M U S l I [ MAOC Of COlltlltOStON lltESISTANT MA T l l l t l A l O f l H A . V f A COlltROStON II.BtST "1ff COATING J). f()tl; HOU.OW &LOCK ANDGIIIOUT FI W O 8 1 , . 0 C t , 0 0 H O T INSTALL WSTAU.ATION ~ tHT 0 M ( ) f l ' T A J I K > I N T S . l ~~ ~~~~: ... ~ ~:~~;g :~~~~ ~ ~ ~ ~ : x ~ L O C l ( O l l t ! 14. INSTAUATION AHCHC>ltSSkAU. I[ I N S T A U . [ 0 I N l: ACCOl'DANCE ~ AHCHOlt MAHUf A C T U I I I U t ' S li IN5lAU.ATtoN INSTflUCTIONS, ANO A N C H O R S S H A l l N O T 9 E U S f : O lN SUISTil:ATB WITH STRENG1HS LES S T M A N n t £ M I N t M U M STRENGTH srt:orw:o IYTHC AHCHOft M A N U f ' A C T \ . l l l t ( l . lS !NSTAll.ATION ANCHO« C.AJtACITlES F ° " P I I . O O U C T ' S i HlREIN AII.E 11,\SlO ON SU851Mll M A T ( A t A L S W I T H T H C ! FOUOWING PA0t'IOTI& f A. WOOO-MINfMUMSPf.OOCGAA Y I T V O J O . S S . I II. CONCRffi -MINIMUM COMPRES S M S T R E N G T H O f J O O O , S , C MASONRY-S~CNGTHCONf°"M A N C l f O A S T M C - 9 0 M W I BLOCK COMPflESSIVE STlltENGTH 2 0 0 0 ~ l o. STUl • MINIMUM vino mcNGT H O J U I C . S I . M I N I M U M \. WAU. lHONE.SS Of J3 Mn.S 120 G A . U G O E ALUMINUM· MIMIMUM 6063-B A U D Y M I N I M U M W A L L THtclCNfSSOF lW, A N D E R S E N C O R P O R A T I O N 2 0 0 S E R I E S P E R M A - S H I E L D G L I D I N G P A T I O D O O R ( N O N - H V H Z } { N O N - 1 M P A C T ) G E N E R A l N O T E S : 1 . T H C P R O D U C T S H O W N H [ R ( I N r s O E . S K ; H t O A H O M A N U f A C T I . 1 1 1 . E O T O C O M l ' \ . Y W I T H T H E C l , N U t E N T f - l O l t t O , \ 9 U l l 0 1 N G C O O C ( F I C ) , D Q . U O I N G H V H Z A N D H A S 8 ( £ N E V A L U A T E D A C C O R O ~ I N G : M M A / ' H D M A / C S A 1 0 1 / 1 . S 2 / A 4 4 Q . U 2 A O f O U A C Y O f n t l l X I S T l N G S T l l t U C T \ J A A L C O N C I I C T [ / M A . S O N I I Y , 2 X A N O M O A l S T U D r R A M I N G A S , . M A I N W I N O F O J t C [ R l 5 1 S T I N G S Y S T E M c . v . - . a u O f w t l H S T A N D I H G . - . H D T U N Y E l t t u N G U P \ J ( D P « O D U C T L O A . O S T O T H ( F O U N O A T 1 0 N r s T ' H f R l 9 0 N S l : I I U T Y 0 1 - l H C E N G I N C E I I 0 4 ' A l l o t n t C T O f l l t E C O f l O r D f t T H E P I U > J [ C T O F I N S T A U A T I O N l 1 X A N O 2 X I U C K S ( W H C N U S l O ) S H A U l l D C S I G N ( O A N D A N C H O I U : 0 r o P f t O P E ~ V T I \ A H S f [ I I A l l l O A D S T O T H ( m U C T U I I C . B U C K O E S t G N A N D I N S ' J A U A T I O H I S T M ( R E S P O N S I I I U T V O f n i l C N G I N £ £ 1 t O f l A l t C H I T f C T o r I U C C N l : D F O l t T H C P l t O J E a o r I N S T A U A T l O f r i 4 . T H [ I N S T A l l A T I O H 0 £ T A t l S 0 £ 5 0 : 1 8 ( 0 H U C I N A R l G ( N ( k l C . A N O M A V N O T I I H U C T A C T U A L C O N D I T I O N S F O A A S , [ O , I C S I T ( . I F S I T [ C O N D f T I O N S C A U S E . I N S T A L I . . A T I O N T O O l Y I A T I F A O M M l l l Q U l l t l M E N n O ( T A U D H E M _ I N . , , . U C ( N S C D [ N G t N ( U O f t A A C H n E C T S H A L . l J l ' l l , f P A R C s n c S , , C C I F I C O O C U M C N T S F O l t U S ( W T T H T H I S D O C U M E N T S . A P f ' l t O V l D I M P A C T P f t O T l C T I V E . S Y S T E M I S H Q U M . l D T O , . - O T C C T T H I S ' 1 t O O U C T I N . u t [ A S R E . Q U I ~ ! ~ l t E S I S T A N C L 6 . 0 0 0 f t M A T C l l W ; W O O O A N D V I N V l 7 . G & . A S S M e n s T H C l l t . C Q t J l ~ M C H T S O f A S l M U l O O G W S C K A A T S S C £ S H l ( T 4 F o t i G L A Z I N G 0 £ T A K . 5 . s . O ( S I G N . . . T l O N S " ) ( " A . N o · a ~ S T A N O r 0 1 1 t T H [ F O L L O W I N G : X : A C T I V ( P A N l L 0 - ; S T A T I O N A R Y P A N f l 9 . C V S T O M S t Z C S A Y A l l A 8 l [ U P O N I I E Q U £ S T C U S T O M D ( s . G f r , I P R E S S U R C W K . l I I E M S I G N E D E Q U A L T O N E X T W G ( R S T A N D A R D S t Z C . T A B L E O F C O N T E N T S S H E E T S H E E T D E S C R I P T I O N I G E N E M L A N O I N S 1 A l l A T I O N N O f l S ' f l [ V - . U O N S I , A N C M O R L A Y O t J n ' V E R T I C A L S l C T I O N S • V l R T I C A L S C C T I O N 1 , I G l A Z I N G D U A l l S s H O I U . Z O N T A l S ( C T l O N S • S 4 0 E U T [ M U U I O N S 1 M u w o , . I ~ 0 £ T A U D E S I G N P R E S S U R E R A T I N G P R O D U C T O . A . S I Z E C O N F I G U R A T I O N D E S I G N P R E S S U R E P S G P D . 0 8 0 S I G s o ~ • , c 9 5 ~ · 0 • - - S . 0 / - 4 5 . 0 P S f P S G l ' O t l l l O A S K i 9 ' " W 9 S ½ " X O • l S O / - J : S . O P S F P S G P O l 1 6 1 W M U P t G 9 ' ~ 1 1 1 1 2 ~ · X O ~ - 0 / ~ . 0 P S f M I S S I L E I M P A C T R A T I N G H O t U M P . t . c ' T A N D E R S E N • • • • • • I • • • • • o I O O J O U l n t A ' l l l l O l l ' l l ' I 1 4 " ' 0 1 f ! , - H O O J I O M . , . I H O : r w , . J n o n : t u u , . . . _ , . . u R E M A R K S B Y O A T E r r H f l C C O O f C H A N G S k , 1 1 . ~ , . . _ , . . . . . _ _ ~ - - - - . . . . . . . - . . . . . . . ~ - - , t ¥ l - ~ ( J l ; • - . , c . - n - • " ' ! . . ~ ~ - , 1 1 . U 1 1 n o - : . 1 ~ . . : c ~ : ~ o f l l : F L 1 4 4 2 9 D A T E : 1 0 . 1 6 . 1 7 O W G . B Y : C H K . I Y . S M H F N S C A L f : N T S D W G , I , A W 0 1 9 1 S H E E T : O F 7 ~ V N I T M A X . W I D T H 9 6 . 0 0 " P A N E L M A X . D . l . O . M A X . W I D T H 4 8 . 3 7 5 • W I D T H 4 3 . 1 2 5 " UNIT PANEL MAX. MAX. HEIGHT HEIGHT 95.50'" 92.25'" D . l . O M A X . HE I G H T 86 . 8 7 5 " I 10'" M A X . F R O M - - - t - - 1 C O R N E R S I : lO"MAX F / FROM CORNERS E L E V A T I O N r - T 1 9 ' " M A X . O . C . I I A N C H O R L A Y O U T T H R O U G H F R A M E I N S T A L L A T I O N I U N I T P A N E L M A X . M A X . H E t G H T H E t G H T 9 5 , 5 0 • 9 2 . 2 5 • D . L O M A X . H E I G H T 8 6 . 8 7 5 " P A N E L M A X . W I D T H 4 8 . 3 7 5 • D . L O . M A X . W I D T H 0 . 1 2 5 " I E L E V A T I O N 1 0 ' " M A X . F R O M - - t - - 1 C O R N E R S I : + - I - ~ • / I O " M A X . J F R O M C O R N E R S S E T E N T I R E 5 ' L L I N S E O O f S T R U C f U R A L S I L I C O N E S E A l A N T , ( M I N T H R E E W B E A D S ) A N C H O R L A Y O U T _ T H R O U G H F R A M E I N S T A L L A T I O N I D O F O C . M T M A \ / ' l t « > l f f l l P f f ' O l t ' f . ! t l ! N U O O J . J o . " N : t t s u . - . . . , u o , l : f ' S l ) N - l • W ' N " ' f M . l . l l n o , , , O ( ' f a , u - - f l j - - · · - - l ! t f \ f f l ' - _ , . _ • V f c , , t f l f • t r n - u . l M : M f , U , , ~ - · _ _ _ _ _ , , . , , , . . . 1 1 . . . . . . 1 1 1 : - 1 1 ~ O l - C t ~ - - - - ~ ~ ' < M " " ~ - - ' " " " ' , , , , - : . ; • = t r J ~ , , ' . . • M • F l l : F L 1 4 4 2 9 D A T E , 1 0 , 1 6 , 1 7 D W G . B Y : C H K . B Y : S M H F N S U J . E , N T S D W G I , A W D 1 9 1 S H E E T : O F 7 0.A. UNIT HEIGHT 3 V E R T I C A L S E C T I O N HE A D · l X W 0 0 D / C 0 N a t £ f t / M A S O N R Y T W R O U G H F R A M E 3 / 8 " M A X . S H I M . S P A C E # 1 0 W O O D S C R E W I N S T A L L A T I O N A N C H O R 2 X W O O D F R A M I N G & S H E A T H I N G B Y O T l i E R S E X T E R I O R F I N I S H 8 Y O T H E R S S E A L A N T B E T W E E N F L A N G E A N D S U B S T R A T E P E R I M E T E R S E A L A N T B Y O T H E R S 0 . A . U N I T H E I G H T S E E G l A Z I N G D E T A I L S , S H E O 4 B ~ O.A. UNIT HEIGHT SET Sill IN BED Of STRUCTURAL SILICONE SEALANT (MIN THREE 1/r BEADS) CONCRETE/ MASONRY BY OTHERS CD V E R T ~ ~ N ! ~ C T I O N T H • O U G H F R A M E S E E G L A Z I N G 0 £ T A I L S , S H E E T 4 0 . A . U N I T H E I G H T S E E G l A Z I N G D E T A l l S . S H E E T 4 S E T S I L L I N B E D O F S T R U C T \ J R A L S I L I C O N E S E A L A N T ( M I N T H R E E 1 / 2 " 8 E A O S ) E X T E R K > A F I N I S H / B L O C I C ! N G / O E C k l N G - " ' - ~ ' - ' : , ' - t : . , : : : : : _ _ _ _ _ . . . . : : : ~ B Y O T H E R S 2 X W O O D F R A M I N G B V O T H E R S D V E R T I C A L S E C T I O N S T A N O A R D S I L L • 2 X W O O D T H l t O U G H F R A M E V E R T I C A L S E C T I O N H E A D · 2 X W O O D F R A M I N G T H I I O U G H F R A M E 0 . A . U N I T H E I G H T S E T S I L L I N B E D O F S T R U C T U R A L S I L I C O N E S E A L A N T { M I N T H R E E 1 / 2 • B E A D S ) E X T E R I D R 3 / 4 " M I N E D G E D I S T A N C E 1 - 1 / 2 " M I N . E M 8 E O M E N T F I N I S H / 8 L 0 C l ( l ~ , O ~ ~ ~ ~ ~ . J ~ ~ : 7 , : ~ ~ ~ = = = ~ = : ! . . 2 X W O O D F R A M I N G e , O T H E R S 1 - - f f i . . ; . - - i - - - - : V : . . : E : . : . R ~ T , , : , I C ; : ; A . , : , L : : . , : : . S E = , C T ~ l - = O - = - N = - - ~ D P U P S f L l • Z X W O O O T M l t O U G H F R A M E J C I O f O U R l ' W - ' V I N O ~ J l f U . f f ' O l l l , M . t i $ J O O H O , t " ' : 1 ' 1 1 1 l ' - ' , U S O D _ . t • ~ t ) n < l - s , t a S R E M A R K S B Y D A . T E T H F B C C O D E C H A N G S A . 1 8 . 2 - M T l l , l l O l ' O < l l f T - " U O ( ' I C : 1 W t l M ' l l ( N , . , . G o l N 1 o , t A • - • ' l l ) l l l ( t t l ( l l , ( ' ! U o , t ( X ) M ; " 1 0 o c i O - • t t t . o , , c w n • s n . - ~ , & I ~ 1 0 1 1 1 . . . . . . . , J O l l ' l f . . . . 1 1 ( ° " " " 1 " " ( . . n l l f Y _ _ _ _ _ _ ~ , ~ = ~ , 0 - - I l l ✓ , . , , % * = Q C : ; : : ; : : ~ , , ~ 1 - , a . ~ 1 0 0 J I F l # : F L 1 4 4 2 9 D A T E : 1 0 . 1 6 . 1 7 O W G . B Y : C H K . B Y : S M H F N S C A L E : N T S O W G . t : A W D 1 9 1 S H E E T : O F 7 METAL STUD & SHEATHING fAAMlNG BY OTHERS #10 SELF-DRILLING SCREW INSTAUATION ANCHOR SEALANT BETWEEN FlANGE AND SUBSTRATE EXTERIOR FINISH BY OTHERS PERIMETtR SEAlANT BY OTHERS O.A. UNIT HEIGHT O.A. UNIT HEIGHT SETSILLINBEOOF . _ . , , . ; · · • · · ; i . STRUCTUR.Al S1UCONE SEALANT ' " · . • , . (MIN THREE 1/2" BEADS) V ' . . CONCRETE/ MASONRY_, / I N T E R I O R BYOTHERS ( I ) V E R T ! ~ ~ ~ ~ I O N T M 1 t O U G H F M . M E T H R E E T H R E A D S M I N . P E N E T R A T I O N B E Y O N D M E T A L 3 / 8 " M A X . S H I M S P A C E D E S I C C A N T F I L L E D M E T A L S P A C E R r r 3 / 4 " O . A . I N S U L A T E O T E M P E R E D G L A S S N T E R I O F I 3 / 4 • G L A S S B I T E S I L I C O N E B A C K 8 £ 0 G L A Z I N G D E T A I L 1 N O T E : - 1 - . - A l l G L A Z I N G M E E T S S A F E T Y G L A Z I N G R E Q U I R E M E N T S A S P E R C H 2 4 O F T H E F B C . 2 . S E T T I N G B L O C K D U R O M E T E R H A R D N E S S O F 7 0 • 9 0 ( S H O R E A ) A S R E F E R E N C E D I N C H A P T E R 2 4 . 3 . S E T T I N G B L O C K S T O B E L O C A T E D A T 1 / 4 S P A N L E N G T H F O R G L A S S W I D E R T H A N 3 6 " A S P E R C H A P T E R 2 4 . 4 . D . L O . M A Y N O T E X C E E D M A X D I M E N S I O N S S H O W N I N E L E V A T I O N S . 1 0 0 , o u l t l M A V f . N O l l t M U ' " ' ° " ' , M l l l , t O O l - l ° " ' 9 f : M l l 1 " - S l 5 0 n ; f . S l ) M - M I ~ R E M A R K S 8 Y D A T E F B C C O O £ C H A N G S R . 1 8 . 1 1 1 1 , , , . , , . % * = i r E " ' ~ " ' · · · ' ' - - - = ~ , , ' , _ « - T ~ l M 1 ' 1 F l # : F L 1 4 4 2 9 D A T E , 1 0 , 1 6 , 1 7 D W G . B Y : C H I C . B Y : S M H F N S C A l E c N T S D W G . l c A W D 1 9 1 S H E E T : O F 7 METAlSTUO FRAMING BY ornus •10 SEl~ORllllNG SCREW INSTALLATK>H ANCHOR 3/4" M I N EDGE DI S T A N C E SHEATHING BYOTHEftS SEALANT BETWEEN FLANGE ANO SUBSTRATE EXTERIOR FINISH BY OTHERS PllUMETUt SEAlANT BYOTHEftS 3 n t R E A O S M I N . P E N E T R A T I O N B E Y O N D M C T A L H O R I Z O N T A L S E C T I O N J A M I - M t ' T A l f f \ 1 0 f R A M I : T M l t O U G H H t . A . M t 3 / 8 " M A X . S H I M S P A C E 11/•• M I N EMBEDME N T 2"MIN EDGE DISTANCE C D 0 . A . U N I T W I D T H H O R I Z O N T A L S E C T I O N J A M I · U W O O D / C O N C R E T t / M A . S O H k Y n t R O U Q t f M M E I N T E R I O R S E E G L A Z I N G 0 £ T A 1 L S , S H E £ T 4 ~ E B S E E G L A D N G 0 £ T A I L 5 , S H [ [ T 4 S E E G L A Z I N G D E T A I L S , S H E . £ T 4 ~ N O T E : f L A N G ( M A V B E T R I M M E D / C U T D O W N T O H T J X 8 U C K O R R E M O V E D F O R O I I U C T T O M A . S O N R Y I N S T A U A T I O N . / 3 / 8 " M A X . S H I M S P A C [ O . A . U N I T W I D T H M / 2 " M I N . E M B E D M E N l S E A L A N T B E T W E E N C O N C R E T E / M A 5 0 N R Y & 2 X W O O D 8 U C I ( B Y O T H E f t S 3 / 4 • M I N , E D G E D I S T A N C E ' l l 0 W O O O S O U W I N S T A l . l A T K > N A N C H O R 2 X W 0 0 0 8 U C K 8 ' t ' O T H E R S : \ \ . . = ~ ~ : ~ R A T E ; : ~ E X T E R I O R f l N I S H B Y O T H E R S , E R I M E T E R S E A l A N T B Y O T H E R S H O R I Z O N T A L S E C T I O N J A M 9 • 2 X W O O D I U O t T W f t O V G H F M M f ! ! i l l ! Q ! ! H O R I Z O N T A L S E C T I O N I N T U l o a t t . 4 A N D E R S E N . , . . . . . . . . . . . . . W I O I O U , U , , . A " " / , l ( ) l l t t , l l l l ' f ' C l l t T M N S S O O t - l 0 , - , , . . 1 4 5 1 1 , . . . . . , 1 1 0 f l ! . I M l ) M , t • W S , . . . , . , . . . _ . _ 1 1 1 1 . W U I I I K l l > I I D I C O I • u t < - 1 1 • • - . . . . - o o c , w u n i l l t l Y l l . - o , , ~ w O " C " " ' • ' " ' ~ ~ M t . - , . . ~ - · _ , . . . _ ~ . , . . . . , . . _ , . u a _ • - • o a _ , _ _ _ . . . _ _ < _ , . _ V l , l _ _ _ , _ O f f l l l l t · · - , , . - : : . ; • = t r § ~ _ . , , ' . . " " ° ' _ _ _ _ F l l ; F L 1 4 4 2 9 D • T t , 1 0 . 1 6 . 1 7 D W G . I V : C H K . B Y : S M H F N S C A l l , N T S D W G . I , A W D 1 9 1 O F 7 L·MW. W - T R I B U T A R Y W I O T H ( I N ) LENGTH OH) ,u tu , . . . , 0 , 0 J U J U , . . . a . o 4 U . . . . u., 50.0 50,0 5 0 , 0 5 0 , 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 .... 50,0 50.0 5 0 , 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 .... 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 , 0 5 0 . 0 5 0 , 0 5 0 . 0 .... 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 , 0 5 0 . 0 5 0 , 0 5 0 . 0 .... 50,0 50,0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 .... 50,0 50,0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 5 0 . 0 , u 4 7 . S . . . , 7U 50.0 50.0 5 0 . 0 5 0 . 0 5 0 . 0 4 9 . ) . . . , 4 2 . 2 4 0 . 6 , . , "·' 50,0 5 0 . 0 5 0 . 0 4 7 . 1 . . . , 4 U 3 9 . 0 3 7 . 7 3 0 2 " · ' .... 50.0 50,0 5 0 , 0 4 7 . 5 4 0 . 6 3 1 . 0 3 2 . 1 5 3 1 . 4 .... 50.0 50.0 . . . , 4 0 . 1 3 7 . 2 3 1 . 2 2 9 . 7 , . , , N.t 50.0 50.0 . . . . . . . . 3 7 . 2 3 4 . ◄ 3 2 . 2 , 0 , 3 2 1 . 7 2 7 . 3 NOm 1) MULUON CHART APPLIES T O M U U I O H A S S t : M I U E S , S E E T Y ' P . D E T A l l A / 6 , W H E N U S E D T O M U L L D O O R S I N CONFIGUIU.TtONS SHOWN I N T Y P . E U V A T I O N A A T R I G K T C l P A N E L X O O N L Y ) . 2) D£SIGN P'ftESSUREVALUES A R E P O S m v t A N O N t G A T I V E I N P S F . 3) MAXIMUM DEFUCTION HA S B E E N U M f T E D T O L / 1 7 S . 4) D£SIGN PRESSURE OF AS.sl M S L Y t s U M f T t D T O T H E l l S S H D E S I G N P R E S S U R E O F n t £ J A M 9 - T O - J A M I W O O D M U U I O N O I i nu INDMDUAL DOOlt UNI T O f t N S T A U A T I O N . S) MUWON CHART ABOVE AP P L I E S T O M U W D A S S E M B L I E S C O N S I S t l N G O f 2 0 0 S E R I E S P E l t M A • S H I E L D G L I D I N G P A T I O 0 0 0 A ACT-STAT UNrJS ANO STAT U N f f l i . 6) ADJAaNT DOOltS SHAU IE F A S T E N E D T O T i t E R O U G H O P E N I N G W I T H A O O f f i O H A L A H C H O M . I N A C C O R D A N a W T T H DETAILS A/7 & 8/7, SHEET 7 , 2 0 0 S E R I E S P S G P O A ! □ , L U E L E V A T I O N A T R I B U T A R Y W I D T H • W • ( A + B ) / 2 £ X T l : R I O R V 1 N Y L T I U M S T R I P I N T E f U O f t V I N Y l T R I M S T R I P B E A D O F S I L K O N E ( ] J O R I Z O N T A L S E C T I O N 6 P S G P O S T A T · P S G , D 2 0 0 S E R I E S P S G P D S T A T l O O K ! U l l l M - . v t . . . 0 . . 1 > 1 I I A Y K N I T , M N S S 0 0 1 · J 0 9 ' ' " - I U l l M l • S U O l ' l t : f ' 5 t ) H , 4 , W S _ . . , . , . . . . , . _ o o . u _ _ o . . . . . . - - l t i t . . . . 0 . . . . , _ M l l l C T - - " - ! l f f C l ' l t V ! t . " ' V l ' t - u . N " ' l f f i l U J I r o _ , , - r r _ , . . . . . _ " " ' " " ° ' ' - · . . " ' • u t l f « C I - · " ' - • " " 1 ( 1 - . . . . - - ~ ~ - , . , . . · " ' - ~ , , , : , % * = " ' E ~ " " " · " ' - - - = ~ , , ' ~ . F l l : F L 1 4 4 2 9 D A T E , 1 0 . 1 6 . 1 7 D W G . B Y : S M C H K . . B Y : H F N S C A L E , N T S D W G . . . A W D 1 9 1 S H E E T : O F 7 t - - - - - - 9 " O M X . - - - - - + - - - - 9 " M A X . - - - - - 1 3 " M I N . O . C . 3 " M I N . O . C . 2 0 0 S U I I E . S P S G P O 2 0 0 S E R I E S P S G P O E X T E R I O R V I E W M U U I O H A N O t 0 4 ' D O M · M ( A D T I U t C M J G H F l t A M l • r r , . T H R E E l l ) I N S T A L L A T l O H A H C H O f t S T H R O U G H E A . F M . M E S E E S H E E T J ; T N S T A l l A T I O N N O T E S 4 , S , O R 6 W H E R E A P P U C A B L E 2 0 0 S E R I E S P S G P O S T A T 2 0 0 S E k l E S P S G P O S T A T T H R E E ( 3 ) I N S T A U . A T I O N , 6 . N C H O I U T i i R O U G H E A . f U M [ S E E S H E E l f , T N S T A L l A T I O N N O T E S 4 , S , O R 6 W H E R E A P P U C A 8 L E r M I N . O . C . - + - - - + - - - - - t - 3 ' " M I N O . C . t - - - - - 9 " M A X 9 " M A X , - - - - - I C D E X T E R I O R V I E W M U W O N A H C H O R D C T A 1 l 0 S M . l n t l t O U G H F R A M E • T Y , . A H D E R S E H . , . . . . . . . . . . . . . I O O J O U U M A V f l l l O U M 1 , 1 , 1 ' 1 ' 0 1 1 1 , M I O U O O J . - I I I M f t t l t \ 1 1 : K - t • " " ° " M l ) : K o t k l S 1 " . - \ , J - r , o , , N U , U l l l ~ - U l l t f - - . , • ~ - • 1 1 ~ - . . . ~ • . . . ( 1 1 1 [ " ' " • " 1 1 ' - U I W - I O I U " ' " ' ' ' " ' · - · . . - ~ . . . . . , _ . . . . . . . . . . . . . . - - • o o ~ - " ' 1 1 1 • - - - - - . - ~ - - - - - " ' ' " " " , , ~ % * = 1 2 : : U J § ~ , ' - " ' " F U : F L 1 4 4 2 9 D A n · 1 0 . 1 6 . 1 7 O W G . B Y : C H K . I V · S M H F N S < A l E · N T S l 1 W G 1 , A W D 1 9 1 S H E E T : O F 7 1/15/2021 Florida Building Code Online BCIS Home Log Jn User Re9lstratlon Hot Topics Submit Surcharge Stats & facts Publications Contact Us BCIS Site Map Unks Search d ~tmr ~Product Approval Ur-r ~USER: P\,bli<:Um ~rova l Menu > Product or ApQllcauon Search > aP.;P~ > Appllution Detall Fl# Application Type Code Ver,;ion Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL19562·R4 Revision 2020 Approved Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.barstad@AndersenCorp .com Alan Bar,;tad alan.bar,;tad@Ander,;enCorp.com Alan Bar,;tad 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@ander,;encorp.com Windows Fixed Evaluation Report from a Florida Registered Architect or a Licensed Flo rida Professional Engineer Evaluation Report • Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manuf acturers Association-QA 12/16/2030 Zachary R. Priest, P.E. Validation Checklist -Hardcopy Received FL19562 R4 COi COi Andersen 55 2015-08 -3!.pdf ~ AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D 10/13/2020 10/15/2020 10/25/2020 12/15/2020 Yll.t 2011 2008 -- del, Number or Name newal by Ander,;en Casement Window - ed (Non-HVHZ)(Non-lMPACT) f Description l Renewal by Andersen Casement Window -Fixed (Non-HVHZ)(Non-lMPACT) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs%2fmGFoyT6raUonPmV%2fPDOkHGvZOy5f4g9uktQaFltNbA%3d%3d 1/2 1/15/2021 Florida Building Code Online ---' -------~ Limits of Use Installation Instructions Approved for use In HVHZ: No FL12S!i2 R4 II AWQQ24 SS 2Q2Q·1Q·ll.R2f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Cr eated by Independent Third Party: Yes Design Pressure: N/A Evaluatlon Reports other: See Installation Instructions and Evaluation report for allowable design EL125!12 B4 i\E PER222e SS 2Q2Q·I Q·U pdf pressures, sizes, Installation requirements and limits of use . Created by Independent Third Party : Yes 19562.2 I Renewal by Andersen Fixed Window -Full Renewa l by Andersen Fixed Window -Full Fram e (Non-HVHZ)(Non-IMPACT) Frame (Non-HVHZ)(Non-lMPACT) Limits of Use Installatlon Instructions Approved for use In HVHZ: No EL12Sfi2 B'I II i\Wl2Q22 SS 2Q20 ·10·11 Rl1f Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Created by Independent Third Party : Yes Design Pressure: N/A Evaluatlon Reports other: See Installation Inst ructions and Evaluation report for allowable design EL12Sfi2 B'I i\E EEl!.fifi22 SS 2020-10-11 Rl1f pressures, sizes, installati on requirements and limits of use . Created by Independent Third Party: Yes 19562.3 I Renewal by Andersen Fixed Window -Insert Renewal by Andersen Fixed Window -Inse rt Frame (Non-HVHZ)(Non-IMPACT) Frame (Non-HVHZ)(Non-lMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: No EL12S!i2 84 II AWQQ21 SS 2Q2Q·lQ·11 p_gf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for allowable design FL125!i2 R4 i\E PER2222 SS ~Q2Q·l0-11 ,pdf pressures, sizes, i nsta llat i on requirements and limits of use. Created by Independent Third Party: Yes 19562.4 I Renewal by Andersen Fixed Window -Renewal by Andersen Fixed Window -Universal Frame (Non-HVHZ)( Non- Universal Frame (Non-HVHZ)(Non-lMPACT) IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ: No EL12Sfi2 l!.!l II i\WQ2!l!l SS 2Q2Q ·10·11 Rl1f Approved for use outside HVH Z: Yes Verified By: Hermes F. Norero, P.E. FL PE No. 73778 Impact Res istant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluatlon Reports other: See Installation Instructions and Evaluation report for allowable design FL 12S!i2 B4 i\E PEB222Z SS 2Q 20·10·11,RQf pressures, sizes, installati on requirements and limits of use. Created by Independent Third Party : Yes ~ :: 2691 B@ir Ston e Road, IOflahassee FL 32399 Phon e= 850·◄87•182◄ The state of Florida Is a n AA/EEO employer. ~ht 2007·2013 state pf Florida : : PrtYacv St atement : : Accesslbllltv Statement : : Re fund Statement Under Florida la w, email add resses are public record$. I f you do not want y our e-mail address released In response t o a pu blic-records request, do not send eaectronlc mall to this entity. I nstead, cont act the office by phone or by tradlUonal mall. I f you have any questions, please contact 850,487.1395. •Pursuant t o Section 45S.27 5(1 ), Fk>rlda Statutes, e ffecti ve October 1, 2012, licensees licensed under Chapter ◄ SS, F.S. must prov ide the Df:partment with an ema ii.address If they have one. The e mails provtded may be u sed for-official com munication with t he lkensee. However email ad dresses are public record . If you do not wish t o suppty a person al add ress , please provide the Department wtth an emall address which can be made aval lable to the public. To determine If you are a Ncensee under Chapt er 455, F.S., please did<~. Product Approval Accepts: ~ l:lJ Iii El I! Credit Card Safe 'l'l \lrl{\\ll-I HI<, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDq s%2fmGFoyT6raUonPmV%2fPDOkHGvZOy5f4g9uktQaFltNbA%3d%3d 2/2 / ... AN D E R S E N CO R P O R A T I O N ~ RE N E W A L BY AN D E R S E N FI X E D WI N D O W S - UN I V E R S A L FR A M E ANDERSEN WIMOOWI & D00 •1 HID fOl.lftT'H AV[ ,r,()lt1" (N O N - H V H Z } ( N O N - I M P A C T } IA'n'Oll:T. MN SSOO l •lOK ,H : (65 J) 2'4-SISO fl :(651l 264,S48!i, ~ ~ ~= 8 i t 0 --: ~ ~ "' ~ii~ i! ! s~f z !!;!~ ~ ~•"iii GE N E R A L NO T E S: ~i~ "' ~HH1 ~ z .. 1 , TH E PR O D U C T SH O W N HE RE IN I S DE S I G N ED AN D DE S I G N PR E S S U R E RA T I N G 0: "' l(l ~BH! MA N U F A C T U R E D TO CO M P L Y WI T H TH E CU R R E N T ED I T I O N TA B L E OF CO N T E NT S Iii 0 FL O R I D A BU I L D I N G CO D E (F B C ) , EX C L U D I N G HV H Z AN O H AS SH E E T SH E E T DE S C R I P T I O N z 5 ! ~ SI Z E DE S I G N PR E S S U R E FR A M E TY P E • ra=:>~ i BE E N EV A L U A T E D AC C O R DI N G TO TH E F OL L O W I N G : :;.:m AA M A / W O M A / C S A 10 1 / I . S . 2 / A 4 4 0 - l l 1 GE N E R A l NO T E S & GL A Z I N G DE T A I L ;;_ ~ ., 84 " X 86 " +5 0 .0 / -S0 .0 PS F 1 PI E C E ~ ~ e 10 8 " X 62 " +SO .O / - S0 ,0 PS F 1 PI E C E 2 EL E V A T I ON S & AN C H O R LA Y O U T S .. ffi "' 0: ~ 2 , AO E Q U A CY OF TH E EX I S TI N G S T RU C T U R A L i CO N C R E T E / M A S O N R Y , 2X FR A M IN G, AN D ME T A L FR A M I N G 59 " X 10 8 • +S O .O / -S O ,O PS F 2 PI E C E 3 VE R T I C A L SE C T I O N S ~g; AS A MA IN WI N O FO R C E RE S I S T I N G SY S T E M CA P A B L E OF 4 HO R I ZO N T A L SE C T I O N S ;:: ... WI T H S T A N D I N G A NO TR A N S F E R R I N G AP P L IE D PR O D U C T •s e e FR A M E DE S C R I P T I O N S ON SH E E T 2 & 5 LO A D S TO TH E FO U N D A T I O N IS TH E R ES PO N S I B I L I T Y OF TH E s AN C H O R DE T A I L S REMARKS BY DATE EN G I N EE R OR AR C H I T E C T OF RE C O R D FO R TH E PR O J E C T OF 6 IN S T A L L A T I ON NO T E S , AN C H O R SC H ED U L E & QU A L I F I ED SH A P E S 7TH FBC CODE CHANGE SR 3 .24 .2( IN S T A l l A T I O N . 3, lX AN O 2X BU C K S (W H E N US E D ) SH A L L BE DE S I G N ED AN O DE S I G N PR E SS U R E UP G R A D E RA T I N G AN C H O R E D TO PR O P E R L Y TR A N S F E R AL L LO A D S TO TH E ST R U CT U R E . BU C K DE S I G N AN D I N ST A L L A T I O N IS TH E SI Z E DE S I G N PR E S S U R E F RA M E TY P E " RE S P O N S I B I L I T Y OF TH E EN G I N E E R OR AR C H I TE C T OF ~.,.:,·:rr~~c.:.~~t=.: R EC O R D FO R TH E P RO J E C T OF IN S T A L L A T I O N . 8 4 " X 8 6 " +S 0 .0 / · 65 .0 PS F 1 PI E C E l flWM lMf: M.OtM(M[Jrm Df l AIU O MUfU(.A UClNStO 10 8 " X 62 " +S D . O / -6 5 .0 PS F 1 PI E C E rT ""' " " ' " - " " [NGfNf lll O •IJIQlnt CT~l'IU.•MU VTIVtClf1C 4 , IN ST A L L IN O M D U A L IN S T A L L A T I O N AN C H OR S W I TH I N A GL A S S ...,,,,,..,Uf'l5'04!U\tWftMn>o<,.,.,,., tiff . i TO L ER A N C E OF i l / 4 IN C H OF T HE DE P I C T E D L OC A T I O N IN 10 s • X S9 " +S O . O / -6 5 . 0 PS F 2 PI E C E ~~=- ; TH E AN C H O R LA Y O U T OE T A l l ( I . E ., WI T H O U T 40 " X4 0 " +8 0 . 0 / -8 0 .0 PS F 1 OR 2 PI E C E ~ CO NS I D E R A T I O N OF TO L E R A N C E S ) , TO L E R A N C E S AR E NO T " SE E FR A M E DE S C R IP T I ON S ON SH E E T 2 & 5 EX T E R I O R I NT E R I O R bat •: zot~,>cl · ~'~TJ'1 l CU M UL A T I V E FR O M ON E IN S T A L L A T I O N AN C H O R TO TH E ,,,'' ;.~ .. ~. o,. """,., N EX T / -, NO T E S : / ' ~·~ ·•\c El •. ~ ~ ! S. TH E I N ST A L L A T I O N DE T A I L S DE S C R I B E D HE R E I N AR E 1 . DP UP G R A D E PR O D U C T PO S I T I V E RA T I N G IS DR I V E N "" ' ° ' ' . i ', § :/~~7: ~0 S GE NE R I C AN O MA Y NO T RE F L EC T AC T U A L CO N D I T I O N S FO R BY ST R U C T U R A L ON L Y . WA T E R I S NO T IN C L U D E D . \ I I A SP E C IF I C SI T E . If Sr T E CO N D I TI O N S CA U S E IN S T A L L A T I O N 2 . OP UP G R A D E PR O D U C T MU S T B E IN S T AL L E D = • M o m ~ ( , ' I =* ,. :*; t TO DE V I A T E FR O M T H E RE Q U I R E ME N TS 0£ T A I L E O HE R E I N , TH R O U G H FR A M E ON L Y . A ~ j 1 / 2 " GL A S S : -u ~b, OF : er : A LI C E N S E D EN G I N E E R OR AR C H IT E C T SH A L L PR E P A R E SI T E BI T E -~ . - ~ SP E C I F I C DO C U M E N T S FO R US E WI T H TH I S DO C U ME N T I N l ~ · ~ 0 \O'r ./ {# f ~ ) ' I ! NO N -HV H 2 AR E A S , 11 ,,., ~.s -e:," ,~ ,,~,~~~ ,, f 6 . AP P R O V E D IM P A C T PR O T E C T I V E SY S T E M I S RE Q U I R E D O N J' ~,, TH I S PR O D U C T I N AR E A S RE Q U I R I N G IM P A C T RE S I ST A N C E . - "t.;:J • GL A Z I N G DE T A I L lN t. ON«A IIEAQ4 a..,:J lll • ON«AWAOt, F\. I 7 , WI N D O W FR A M E MA T E R I A L: FI B R E X & PV C .-..: con . o, MnHONV,T10H ..._ aan i 8 , I N AC C O R D A N C E WI T H TH E C U RR E N T ED IT I O N FB C . WO OD F L #: ~ FL19562 ' CO M P O N E N T S SH A L L HA V E BE E N PR E S E R V A T I V E TR E A T E D GL A Z I NG NO T ES : OR SH A LL BE OF A DU R A B L E SP E C I E S AS DE F I N E D I N 1. GL A S S TY P E & TH I C K N E S S SH A L L CO M P L Y W I TH A ST M El 3 0 0 I CH A P T E R 23 . RE Q U I R E M E N T S AS WE L L AS AP P L I C A B L E SA F E T Y GL A Z I NG DATE : 11.07 .18 j 9 , GL A S S SH A L L ME E T TH E RE Q U I R E M E N TS OF AS T M E 1 30 0 RE Q U I R E M E N T S PE R TH E FB C . TE M P E R A N D S AF E T Y GL A Z I NG OWG .BY : CHK . BY: ~ GL A S S C HA R T S . S EE SH E E T 1 FO R GL A Z I N G DE T A I L S . RE Q U I R E ME N T S SH A L L BE RE V I EW E D ON A SI T E SP E C I F IC BA S I S . RV HFN 2 , SE T T I N G B L OC K OU R O M E T E R HA R D N E S S OF 70 -90 (S HO RE A) A S SCALE : NTS ! RE F E R E N C E D I N FB C CH A P T ER 24 . 3 , SE T T I N G BL O C K S TO BE LO C A TE D AT 1 / 4 SP A N L EN G T H FO R GL A S S DWG ,#: AWD244 WI D E R TH A N 36 " AS PE R F8 C C HA P T E R 24 . SHEET : 4 , D. L .O . AN O DE S I G N PR ES S U R E S MA Y NO T E X CE E D M AX VA L UE S IN 1 DE S I G N PR E S S U R E TA B L E S , \ . OF 6 ./ R :: f ~ 77 -7/ 8 " C 3 F ~~ r i i H M ~ • ~ MA X . D. l . O . 10 2 " A 8 C 3 3 3 UN I T MA X . MA X . D. l . O . HE I G H T HE I G H T 86 " 8 0 " ·o · l / UN I T MA X . MA X . D. l . O . LL HE IG HT HE I G H T "O " 62 " 55 -7/ 8 " LL EL E V A T IO N 1 PI E C E FR A M E RE N E W A L SE R I ES Pl CT U R E WI NO O W - U N IV E R S A L FR A M E AN C H OR SP A C I N G I NS T A L L A T I O N FR O M MA X . O . C . MA X . O. C . ME T H O D CO R N E R S HE A D SI U (I N ) (I N ) lf N ) IN S T A L L A T I O N CL I P 6 12 12 TH R O U G H FR A M E 6 9. 6 2 5 9. 6 2 5 NO T E : AL L TY P I C A L SU B S T R A T E SH O W N HE R E I N MA Y SE US E D AT TH E HE A D , JA M B S , OR Si l l . ED G E DI S T A N CE AN D EM S E D M E N T SH A L L BE AS SP E C I F I E D IN TY P I C A L DE T A I L S . SE E TA B L E ON SH E E T 6 FO R AN C H O R SP E C I F I C A T I O N S FO R EA C H IN S T A L L A T I O N ME T H O D MA X . O . C . JA M B S .l f N ) 12 9 .6 2 5 RE N E W A L SE R I ES OP UP G R A D E PI C T U R E WI N D O W - UN I V E R S A L FR A M E AN C H OR SP A C IN G I NS T A LL A T I O N FR O M MA X . O .C. MA X . O .C . MA X . O . C . ME T H O D CO R N E R S HE A D SI L L JA M B S (I N ) (I N ) (I N ) .( I N ) TH RO U G H FR A M E 6 8. 5 8. 5 8. S NO T E : DP UP G R A D E PR O D U C T S WH E N AN C H O R I N G WI T H it IT W TA P C O N FA S T E N E R S T H E JA M B S HI M MU S T BE US E D BE T W E E N TH E FR A M E AN D TH E 1/ 4 I NC H SH I M ST A C K , SE E SH E E T 5 . EL E VA T I O N 1 PI E C E FR A M E MA X . O. C . SP A C I N G SE E SC H E D U L E CO R N E R DI S T . - - j 1 - - - - l I - - SE E SC H E D U LE I I I I / L MA X . O. C . SP A C I N G j •o • SE E SC H E D U L E L CO RN ER DI S T . j SE E SC H E D U L E AN C H O R LA Y O U T UN I T MA X . MA X . D. l . O . HE I G H T H E I G H T 10 8 " 10 2" UN I T MA X . WI D T H 59 " MA X . D. l . O . 53 " ·o · l l 7 EL E VA T ION 2 PI E C E FR A M E I W l - r - - j f □ l r - - 1 w1 7 (H ) I I T NO TE : WI N D O W WI D T H (W) AN D HE I G H T (H ) AR E IN T E R C H A N G E A B L E FO R AL L SI Z E S SH O W N HE R E I N NO T TO EX C E E D MA X I M U M TE S T E D SQ U AR E FO O T AR E A . AN C H O R SP A C I N G SH A L L NO T EX C E E D TH O S E SH O W N FO R LO N G OR SH O R T LEG OF UN I T . AN D ERS E N 100 FOI.MTH A V£ NOAllf IAVl'Oftl , MN SSOOl-1096 PH : (651) lf'-5150 FX : 16 5 1 ) 164-S48S REMARKS BY DATE 7TH FB C CODE CH ANG E SR .24.2 MA YHOTltUUCTACTU.._~Fo.A Sl'EO, Snt.•SfflCOMJmONSCMISf IMfAI.LI.TlOfffODlWn IIOMntE~N1'$0lTAUOlllM IN.AUCutS(O lNGIH((lOR::=~':.:~~~(K 111 1 .... ., ..:-.,, i % = .-; Cc:: , ' , ' ~ ~ ~ "->•, •. i.-.--~ ., ,,,.;;~,,... .. ,, -~~Fl~s» Pll'tCD'T ,O,AU1HCIIIZAll0N ... 211971 F l#: FL1 956 2 DATE : 11 .07 .1 8 OWG . BY : CHK . BY : R V HF N SCALE : NTS DWG .#: A WD244 SHEET : 2 OF 6 / I : / ~ S E E GL A Z I N G DE T A I L SH E ET 1 r SE E GL A Z I NG DE T A I L S H EE T 1 ' , \ I A VE R T I C A L SE C T I O N TH R O U G H FR A M E AN D TH R O U G H CL I P IN S TA L L A T I O N AL T E R N A T E EJ FR A M E - 1 PI E C E MA Y BE US E D AS EQ U A L AL T t R N A l l c AL T E R N A T E EJ FR A M E - 2 PI E C E MA Y 1£ US £ 0 AS E QU A L AL TE I I I . NA TE AL T E R N A T E EJ FR A M E MA Y BE US E D AS EQ U A L AL T E R N A T E FR A M E TY P E TW O P IE C E F RA ME NO T ES : • TW O PI E C E FR A M E IS TO BE US E D F O R ~ ME M B E R S ON SH A P E D UN I T S . • AL L TY P I C A L HE A D , SI L L AN D JA M B I N ST A L L A T I O N DE T A I L S SH O W N HE R E I N WI T H 1 PI E C E FR A M E MA Y US E 2 PI E C E FR A M E WI T H TH E SA M E IN S T A L L A T I O N AN O AN C H O R SP E C I F I C A T I O N S . • SE E DE S I G N PR E S S U R E TA B L E O N SH E E T 1 FO R MA X I M U M SI Z E AN D PR E S S U R E WH E N US I N G 2 P IE C E FR A M E . • LE S S T HA N 30 " RA O I U S E S SH A L L US E 2 PI E C E FR A M E S . LA R GE R B E ND I N G RA O I US E S MA Y US E 1 PI E C E FR A M E . B • ·~·~· \ , , __ , , / ~ S E E GL A Z I N G DETAIL SH E E T I VE R T I C A L SE C T I O N TY P I C A L 1 P IE C E F RA M E D ET A I L US E D F O R RE C T A N G U LA R PI C T U R E WINDOW S : / ~ S E E GLAZING DETAIL SH E E T 1 C VE R T I C A L SE C T I O N TY PI C A L 2 PI E C E FR A M E DE T A IL U S ED F OR SP E C I AL T Y SH A P E D WI N D O W S ANDERSEN )OOJOU!Ul4 A W NOlTH IAff'l()flT , MN SSOOJ.to,-; ,H: (6SJ) 264-S1SO nl : (6Stl l'4 •S41 ~ REMA R KS BY DATE TTH FBC CODE CHANGE SR .24 .2 .,._,,.NOf~ll'UCTIICNllla)J,IOffl0f,l!FO!'illl'f tfft.W11'1:~tAUWM"M.VinoMfODfVIAtt ,_.nt(llllQIMllMUfT1 0ITAIUO l'Ol ... AUCVIM"O CJIIGINU•o:Nltlftttf~ NlNM.~l'tOM , II I I ",., $ .... ,, ~ 0~ --.: * -er .: , .. ·· /#§ ~ ....... c..... .... ~ & .... ~ ~ ,, '.!t.'' -~....,..~~,J.11 n,(CDT .t:,MllHClllli 'IIJl'-211511 Fl#: FL19562 DATE : 11 .07 .18 DWG. BY : CHK. BY : RV HFN SCALE: NTS DWG .#: AWD244 SHEIT : 3 O F 6 l :i i / SE E GL A Z I N G DE T A I L .- - - .. . . . . , \ SH E E T 1 IN T ER I O R EX T E R I O R MA X . 0. L . 0 . WI D T H MA X . FR A M E WI D T H A VE R T I C A L SE C T I O N SE E GL A Z I N G DE T A IL ' \ . SH E E T 1 , , , , - - , , 4 TH R O U G H FR A M E AN D TH R O U G H CL I P IN S T A L L A T I O N SE E GL A Z I N G D E T A I L ' \ . SH E E T 1 ' ) , , - - - - - OR I Z O N T A L SE C T I O N TY P I C A L 2 PI E C E FR A M E DE T A I L U SE D FO R SP E C I A L TY SH A P E D WI N D O W S ANDERSEN 100 fOVR TH A VE frrl ()IIJ H IAVPOll:T , MN S SOOl -1 096 l'H: (6Sll 2M-S150 f X: (6SU 164+5,4f:S REMARKS BY DATE 7TH FBC CODE CHANGE SR .2 4 .2 ~1'NOllll:CI U CfN:T\IAI.C0MlfflONSKMt A WIOf SITt..lJ Vft~CAUSf.MTM.Vi l'°'1 lODl VIA " '=~-~°==:,_~~-::,:~=o "'"" "'· I II If I I ,, .:-, ~ t \ * er :: w~ ~ ~ ' JN~~R.--~33' fat: CIJtl'. 01 Ml1MOIIZA10 No. *" Fl #: FL19562 DATE : 11.07.18 DWG . BY : CHK . BY : RV HFN SCALE : NTS D W G .#: AWD244 SHEET : 4 OF 6 MI N . ED G E DI S T A N C E SU B S T R A T E BY OT H E R S MI N . EM B E D M E N T MI N . ED G E DI S T A N CE PE R I M E T E R SE A L A N T BY OT H E R S t PE R I M E T E R SE A L A N T BY OT H E R S NO T E : si I T & JA M B DE T A I L SI M I L A R . A VE R T I C A L SE C T I O N 5 IN T E R I O R P E RI M E T E R SE A L A N T BY OT H E R S TH R O U G H FR A M E (H E A D ) NO T E : MI N . EM B E O M E N T MI N . ED G E DI S T A N C E 1 1 / 4 " MI N . SP A C I N G HE A D & SI L L DE T A I L SI M I L A R . D 5 HO R I Z O N T A L SE C T I O N TH R O U G H C LI P (I A M B ) NO TE : si I T & JA M B DE T A I L S IM I L A R . B VE R T I C A L SE C T I O N 5 TH R O U G H FR A M E (H E A D ) 1 /4 " MA X . SH I M SP A C E 7 r MI N . ED G E DI S T A N C E PE R I M E T E R SE A L A N T BY OT H E R S =~ , . . . . , . . . ~ ~ NO T E : MI N . E MB E D M E N T l 1/ 4 ' MI N . SP A C I N G SU B S T R A T E BY OT H E R S HE A D & SI L L DE T A I L SI M I L A R . E 5 HO R I Z O N T A L SE C T I O N TH RO U G H CL I P (JA M B ) MI N . ED G E DI S T A N C E PE R I M E T E R SE A L A N T BY OT H E R S EX T E R I O R C 5 NO T E : SU B S T R A T E BY OTHERS MIN. EMBEDME NT si I T & JA M B DE T A I L SI M I L A R . VE R T I C A L SE C T I O N TH R O U G H F RA M E (H E A D ) -H 11 9 / 3 2 ' f- - - 1/ 4 " : ' . : _ ~ ! JA M B SH IM I NS T A L L A T I O N CL I P DET AIL IN S T A LL A T I O N CL I P AN C H O R RE Q U I R E M E N T S : WO O D SU B S T R A T E : US E TW O #8 PA N HE A D WO O D SC R E W S PER CLIP, IN ROW NU M B E R O N E OF PR E D R I L L E O HO L E S SH O W N BE L O W . -- ME T A L SU B S T R A T E : US E TW O #8 HW H SM S AN C H O R S PE R CLIP, I N ROW NU M B E R O NE OF PR E D R I L L E D HO L E S SH O W N BE L O W . -- CO N C R E T E / M A S O N R Y : US E TW O 3/ 1 6 " IT W TA PC O N AN C H O R S, WITH ONE AN C H O R PL A C E D IN RO W NU M B ER ON E AN D ON E AN C H O R PLACED IN ROW NU M B E R TW O OF PR E DR I L L E D H OL E S SH O W N BE L O W . AN C H O R S MUST BE PL A C E D DI A G O N A L L Y AC R O S S TH E CL I P . DO NO T IN S T A L L AN C H O R S TH R OU G H RO W NU M B E R TH R E E . ANDERSEN W I NOOWI & 0 001\ 1 00 fO U lt T H A \lt HQA T H &AYPOU , M"t SSOOl-1 096 "4 : (6SII l'4-S1SO JX : liS l ) 264 -~I S REMARKS BY DATE 7TH FBC CODE CHANGE SR .24 .2 IM.f "IOl lllU Ct M:TVM.COfrlOIIIONlJ Olt A wta, SITLW Sfft COIClffl0fiHCAWIHST,wA,110Nl0 0t \M Tt UOM ft4t lt:OOIMIMIOS 0l1 AIU O HUllN ,A uct N$(D 01Gjflj (U :~CT $~':J '.U(SIT (~Clflt II ti I ,, " ,, i % = .-; 0:.: ---:.. ~ -; ....... :, • .J C-~ ~ ,,, ~!!'::'~~ ,, ... -~..:u.llN4~F\. .. ~.u, tllPE CIJl'f. t:I ALITHCfllA110t !'NL 211511 FL#: FL19562 DATE : 11.07.18 DWG . BY : CHK . BY : RV HFN SCALE: NTS DWG. #: A WD244 SHEET : 5 OF 6 IN S T A L IA T I O N NO T E S : L ON E (I ) IN S T A L I A T I O N AN C H O R IS RE Q U I R E D AT EA C H AN C H O R LO C A T I O N , UN L E S S OT H E R W I S E SH O W N ON SH E E T S . 2 . TH E NU M B E R OF IN S T A L IA T I O N AN C H O R S DE P I C T E D IS TH E MI N I M U M NU M B E R OF AN C H O R S TO BE US E D FO R PR O D U C T IN S T A L I A T I O N OF TH E MA X I M U M SI Z E LI S T E D . 3 . IN S T A L L IN D I VI D U A L I NS T A L I A T I O N AN C H O R S WI T H I N A TO L E R A N C E OF t l / 4 IN C H TH E DE P I C T E D LO C A T I O N & SP A C I N G IN TH E AN C H O R IA Y O U T DE T A I L S (I. E ., WI T H O U T CO N S I D E R A T I O N OF TO L E R A N C E S ) . TO L E R A N C E S AR E NO T CU M U I A T I V E FR O M ON E IN S T A L I A T I ON AN C H O R TO TH E NE X T . 4 . SH I M AS RE Q U I R E D AT EA C H IN S T A L I A T I O N AN C H O R WI T H LO A D BE A R I N G SH I M ( S ) . MA X I MU M A L LO W A B L E SH I M ST A C K TO BE 1/ 4 IN C H . SH I M WH E R E SP A C E OF 1/ 1 6 IN C H OR GR E A T E R OC C U R S . SH I M ( S ) SH A L L BE CO N S T R U C T E D OF HI G H DE N S I T Y PL A S T I C OR Bf f i E R . 5. FO R MA S O N R Y OR CO N C R E T E OP E N I N G S , A lX WO O D BU C K MA Y BE US E D (O P T I O N A L ) AS LO N G AS TH E MI N I M U M EM B E D M E N T AN D ED G E D I ST A N C E RE Q U I R E M E N T S AR E ST I L L ME T WI T H I N Tl i E CO R R E S P O N D I N G HO S T SU B S T R A T E . SE E GE N E R A L NO T E #3 ON SH E E T 1 FO R MO R E I NF O R M A T I O N . 6 . MI N I MU M EM B E D M E N T AN D ED G E DI S T A N C E EX C L U D E WA L L FI N I S H E S , IN C L U D I N G BU T NO T LI M I T E D TO ST U C C O , FO A M , BR I C K VE N E E R , AN O SI O I N G . 7. IN S T A L L A T I O N AN C H O R S AN O AS S O C I A T E D HA R D W A R E MU S T BE MA D E OF CO R R O S I O N RE S I S T A N T MA T E R I A L OR HA V E A CO R R O S I ON RE S I S T A N T CO A T I N G . 8. FO R HO L L OW BL O C K AN D GR O U T FI L L E D SL O C K , 0 0 NO T IN S T A L L IN S T A L I A T I ON AN C H O R S IN T O MO R T A R JO I NT S . ED G E DI S T A N C E IS ME A S U R E D FR O M FR E E ED G E OF BL O C K OR ED G E OF MO R T A R JO I NT IN T O FA C E SH E L L OF BL O C K . 9 . IN S T AL I A T I O N AN C H O R S SH A L L BE IN S T A L L E D IN AC C O R D A N C E WI T H AN C H O R MA N U F A C T U R E R ' S IN S T A L I A T I O N IN S T R U C T I ON S , AN O AN C H O R S SH A L L NO T BE US E D IN SU B ST RA T E S WI T H ST R E N G T H S LE S S TH A N TH E MI N I M U M ST R E N GT l i SP E C I F I E D B Y TH E AN C H O R MA N U F A C T U R E R . QU A L I F I E D SH A P E S MU S T BE I N SC R I B E D W I T HI N T ES T ED S I ZE . ME T H O D TH R O U G H FR A M E !T H R O U G H FR A M E ' TH R O U G H CL I P NA I L FI N & TH R O U G H CL I P QU A L I F I E D SH A P E S ~ CI R C L E TO P C HO R D SU B S T R A T E WO O O : MI N . SG = 0 .55 ME T A L : 18 GA U G E Sl e e !, MI N . Fy = 33 K S I CO N C R E T E : MI N . f c =3 0 0 0 P S I MA S O N R Y : CM U pe r AS T M C9 0 MI N . 20 0 0 PS I WO O D : MI N . SG = 0 .55 ME T AL : 18 GA U GE St e e l , MI N . Fy = 33 K S I AN C H O R SC H E D U L E AN C H O R SC H E D U L E MI N EM B E D M EN T MIN. EDGE DISTANCE #1 0 WO O D SC R E W 1. 5 " 0 .7 5" FL A T H E A D #1 0 TE K SC R E W 3 TH R E A D S MI N FL A T H E A D PE N E T R A T I O N BE Y O N D 0 .5" ME T A L 3/ 1 6 " IT W TA P C O N 1 .25 " 2.5 FL A T HE A D 3/ 1 6 " 11 W TA P C O N FL A T H E A D 1 · 2.2 5 #3 WO O D SC R E W 1 _5 • 0 .75 " FL A T H E A D #3 T E K S C R E W 3 TH R E A D S MI N F LA T HE A D PE N E T R A T I O N BE Y O N D o .s · ME T A L w r H l OC T A G O N TR A P E Z O I D QU A R T E R CI R C LE - R HA L F SP R I N G L I N E CI R C L E U NE Q A U L LEG AR C H H O o o o ~ ~ EQ U A L LE G AR C H SP R I N G L I N E HE X A G O N P E N TA G O N P E AK PE N T A G O N RI G H T TR I A N G L E T RI A N G L E AMD ER S E N 100 fOUfl TH A V£ N<MTH IA~T, MI\I S S«>l -1 09fi l'H :(65t )l64 -5l50 l'X :1 6Sl l 261·S41S R E MARKS BY D ATE 7TH F BC CODE C HANG E SR .24 .2 ......NOlll U U CT IIC\MtCONOmOH5KIIIASH.Of snt.lF ll ftCOICfflOfd(At,s(INSTM.LAtlOfrltoO(VIAn n t OMMMQUt!tfMf.ffl0£TAIU Oloff:MIN,A UClNS(O t ~I N tuOJIMO«TtO~~Alll (Sll C ~CWII: \\II II I 1 I .,,.,. .:-~ .. , ~ 0 ~ - - : .-s 0:: ~ I.JJ:: .,. .. ~, ~:......,._.---~~, ~ ,, -~.::"fl~-,wt CUT . OF MllMCIIZA'IOI Mo. 2ts18 Fl #: F L 1 9562 DATE: 11,0 7,1 8 OWG. BY : CHK . BY : RV HF N SCALE : NT S OWG .#: A WD 24 4 S HEET : 6 OF 6 1/15/2021 Florida Building Code Online ;,i,,~ l•]; • .d~)J ,,~i'Jl, •t· ili§ht4-~: :}T~l '~@!J!]~ tr• t ' I .. BCJS Home I log In / User Registration Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links d. ~b). r ~ProductApproval u,., ~USER : Public User ~ > Product or Aqol •cat19n Search > dru2l1cat19n list > AppllcatJon Detall FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Qua lity Assurance Representative Address/Phone/Email Category Subcategory FL27970-R2 Affirmation 2020 Approved Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan .barstad@AndersenCorp.com Alan Barstad alan.barstad@AndersenCorp.com Alan Barstad 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp .com Windows Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year ( of Standard) Equivalence of Product Standards Certified By Sections from the Code Evaluation Report -Hardcopy Received Hermes F. Norero, P.E . PE-73778 Window and Door Manufacturers Association-QA 12/16/2030 Locke Bowden P.E. Validation Checklist -Hardcopy Received FL27970 R2 COi COi Andersen SS 2015 -08-31 P.df standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ~ 2008 2011 I affirm that there are no changes in the new Florida Building https:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvNL6Whvr42woRv3siUMtlPjGqjX0texzLwFlgC6S3Lsw%3d %3d 1/2 1/15/2021 Florida Building Code Online 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 No N/A Product Approval Method Date Submitted Date Validated Date Pending FBC App roval Date Approved f Summarvo Products Method 1 Option D 08/04/2020 08/04/2020 08/08/2020 FL# Model, Number or Name Description 27970.1 DG Series Double Hung Window DG Series Double Hung Window Limits of Use Installation Instructions Approved for use In HVHZ: No FL2 7970 R2 II AWD234 SS 2018-12-16,Qdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL 2727Q RZ AE PER!i!i~l SS 2Ql!l-Q!l-l7,lld.f Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use . ~:: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850 -487-1824 The State of Florida is an AA/EEO e mployer. ~rrt.,rioht 2007-2013 State ot flgrida : : Privacy Statement : : Access ibi ~ty Statement : : Refund Statement Under Florida la~, email addresses are public records. If you do not want your e-mail address released in response t o a public -records request, do not send electronic mall 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 t he Department with an email address If they have one, The emails provided may be used for offtdal communication with the licensee. However email addresses are public record. If you do not w ish to supply a personal address, please provide the Department with an email address whkh can be made avalla~e to the public. To detennlne if you are a licensee under Chapter 455, F.S., please click ~- Product Approval Accepts: ~ICJ il~■ Credit Card Safe 'l l LI rI l \ \\ J I I ll ( ' https://www.floridabuilding.org/pr/pr_app_dll.aspx?param=wGEVXQwtDqvNL6Whvr42woRv 3siUMIIPjGqjXOtexzLwFlgC6S3Lsw%3d%3d 2/2 AN D E R S E N CO R P O R A T I O N RE N E W A L B Y AN D E R S E N DG SE R I E S DO U B L E HU N G WI N D O W (N O N - I M P A C T ) (N O N - H V H Z ) GE N E R A L NO T E S . I. TH E PR O D U CT SH O W N HE R E I N IS DE S I G N E D AN D MA N U F A C T U R E D T O CO MP l Y WI T H 'T H E CU R R E N T ED I T I O N F LO RI D A BU I L D I N G CO D E IF B C ) , EX C L U D I N G HV H Z AN D HA S BE E N EV A L U A T E D AC C O R D I N G TO TH E FO U O W I N G : • AA M A / W D M A / C S A l0 1 / I. S . 2/ A A 4 0 - 0 8 / 1 1 S i l l TY P E M AX OV E R A LL SI Z E WI D T H HE IG H T 32 . 0 76 . 0 40 .0 76 ,0 MA X D .L O. SI Z E U PP E R WI D T H SA S H 25 - lS / 16 33 - 3 / 8 33 -l S- 16 3 H / 8 DE S I G N MI S S I U LO W E R RA T I O CO N F I G . SA S H PR E S S U RE I MP A CT RA T I N G TA B L E OF CO N T E N T S S HE E T RE V I SI O N SH E E T DE S C R IP T I ON 3 H / 8 I A IN S T A L LA T I O N AN O GE N E R A L N OTtS 33 -3 /8 ., ~ 2 E l f .V A T 1 0 NS & AN C H O R LAYOUTS A n dersen ~/ 100 fOUlm-4 AV( NO'" .. IAYIC«T . MH S500).l0M PH : (6'.!i 1 ) 264 -SUO fll : (6S 1 J "'4·~I '.!i 2 . AD E Q U A C Y OF TH E EX I S T I N G ST R U C T U R A L CO N C R E T E/ M A S O N R Y , 2X FR A M I N G , AN O ME T A L FR A M I N G AS A MA I N WI N O FO R CE RE S I S T IN G SY S T E M CA P A 8 l E OF WI T H S T A ND I NG AN D TI I A N S f E R R I NG AP P L I E D PR O D U C T LO A D S T O TH E FO U N D A T I O N IS TH E RE S P O N SI B I L I T Y O F TH E EN G I N E E R OI i AR C H I T E C T OF RE C O R O FO I i TH E PR O J E C T ~ IN S T A L L A T I O N FL A T OR st . O P E 48 . 0 76 .0 4 l -l S / 1 6 33 -3 / 1 33 , 3 /8 1 :1 3 • EL E V A T I O N S & AN C H O R LAYOUTS ~" 4 - - - + - - = ' - - . . : . . = = = : : . = - - - - l l VE A T I C A L SE C T I O N S 3 1X AN O 2X BU C K S (W H E N US E D ) SH A U B E OE S t G N E O AN D AN CH O RE D 1 0 PR O P E R L Y T RA N S F E R AU LO A D S TO TH E ST R U C T U R E . SU C K DE S I G N A N O IN S T A L L A T I O N IS TH E RE S P O N S I B I L I T Y Of TH E EN G I NE E R OR AR C HI T E C T OF RE C O R D FO R TH E PR O J E C T OF I N S lA U A T I O N . 4 . IN S T A l l I N DI V ID U A L IN S T A L L A T I O N AN C H O R S WI T H I N A TO l E R A N C E OF t 1 /4 l t+ C H OF TH C OE P t C T E O LO C A T I O N I N TH E AN C HO R LA Y O U T OE T A I L 11 .E. , WI T H O U T CO NS I D E R A T IO N O F TO L E R A N C E S ). TO L E R A N CE S AR E NO T C UM U L A T I V C FR O M ON E I N ST A L L A T I O N AN C H O R TO TH E N E) ( l _ 5 . TH E I N ST A L L A T I O N DE T A H , 5 DE S C R I B E D HE R E I N AR E GE N E R IC AN D MA Y NO T RE F L E CT AC T U A L CO N D I T I O N S F O R A SP E C I F I C SI T E . If Sf T E CO N D I T I O N S CA U S E IN S T A L L A T I O N TO DE V I A T E FR O M TH E RE Q U 1 A E M E N T S DE T A I L . E D HE R E I N , A U CE NS E O EN G I N E E R Ol l AR C H I T E C T SH A L L P R EP A R E SI T E S PE O F I C DO C U M E N T S FO R US E WI T H T HI S DO C U M E N T IN NO N - H V H Z AA E A . S . I N HV H l AR E A S , ON E T I ME PR O O U CT AP P R O V A L TO BE 08 T A I N E D F R OM MI A M l• OA D E . RE A OR AH J . AP P R O V E D IM P A C T PR O T £ C T I V E SY S T E M IS R E QU I R E D ON TH I S PR O D U CT I N AR E AS RE Q U I R I NG I M P ~ C L I 7 . WI N D O W FR A M E MA T E R I A L ; FI B R E X l 8 . I N AC C OR D A N CE WI T H TH E CU R R EN T ED I TI O N FB C , WO O O 1 ~ ~ ~ : ~ E : e T ~ : ~ A~ ~ : : c E ~~~ ~ l ~ ~ ~ ~ : 1 ~ :E A T I D CH A P T E R 23 . FL A T OR SL O P E S4 .0 40 . 0 48 .0 •a .o 40 .0 S4 . 0 7Z . O ' 7 -15 / 1 6 96 .0 33 - l S / 1 6 96 .0 41 - l S / 16 96 . 0 4 1 -15 / 16 76 ,0 33 - l S / 16 7Z . O 4 7 -l S / 16 31 -3/ 8 31 -3/ 8 0 -3/ 8 0 -3/ 8 •/- 3 0 43 -3/ 1 0 -3/ 8 65 -1 / 1 6 21 - 1 1 /1 6 S0 . 1 / 1 6 16 -11 / 16 +/ ~O 47 -1/ 1 6 15 - 1 1 / 16 DE S I G N PR E S S U R E UP G R A D E RA T I N G MA X OV E R A L L SI Z E MA X 0 .L O . SI Z E OE S I G N S i l l TY P E W1 D T H HE IG H T W I DT H U P PE R L OW E R PR E S SU A E SA S H SA S H 30 . 0 6 8 .0 23 - l S / 1 6 29 - 3 / 1 29 - 3 / 8 FL A T OR st . O PE 36 . 0 6 8 .0 29 · 1 5 / 1 6 29 - 3 / 4 29 - 3 / 4 40 .0 7Z . O 33 - l S / 1 6 31 - 3 / 1 3 1 -3/ 8 +S 0 /- 6 S FL A T 40 .0 76 .0 33 - 1 5 / 1 6 33 -3/ 1 33 -3 /8 SL O P E 40 .0 7S ,3 33 - 1 5 / 1 6 33 -2/ 5 33 - 2 / 5 FL A T 36 . 0 62 .0 29 - 1 5 / 1 6 26 - 3 / 1 26 - 3 / 1 2' H S / 16 >6 9 /- 8 1 SL O P E 36 . 0 61 ,3 26 - 2 / 5 26 - 2 / S NO T E S : 1. OP UP G R A O { PR O O U C T PO S I T M . RA T I N G IS OR M N BY ST R U CT U R A L O N LY . WA T E A I S NO T IN CL U D E D . 2. DP UP G R A D E PR O D U C T MU S T BE I NS T A L L ED TH R O U G H FR A M E O N LY . s X/ X NO N , I M P A C T 6 7 3 :1 MI S S IU RA T I O CO N F tG . IM P AC T AA T tN G 1: 1 X/ X NO N -I MP A CT I M IN . < , L A » B IT E 1 / 2 " 1 NO T E : VE R T I C A L SE C T I O N S HO R I ZO N T A L S EC T I O N S I N ST A L L A T I O N N O TE S , RE I N F O I I C E M E N T & ANCHOR DETAI LS n 3/ 4 ' 0. A . I.G .GU.SS / - 7 (n t; = ; " ~ , 7 ~ STRUCTUML \ I I ~ S ILICONE " ~ GL A Z I N G DE T A IL 1 - r , - G U . S S TY P E TH I C K N E S S SH A L L CO M P L Y W IT H ASTM E-1300 GL A S S CH I I R T RE Q U IR E M E N T S . Z . A l l GL A Z I N G CO N F I G U R A T I O N S S HA LL COMPLY WITH SI I F I T T GL A Z I N G RE Q UI R E M E NT S OU T LINE D IN CU R R E N T F B C 3 , SE TT IN G B LO C K SH O U L D B E 70 - 9 0 DUROMETER 115 PER CH 24 OF Tl i E CU R R E N T FB C . 4 , Gl A S S LI T E S TH A T EX C E E D 36 " IN WIDTH SHALL USE SE T T I N G BL O C K S AT 1/ 4 SP AN FR O M CORNERS . REMARKS BY D ATE SIZE GRID UPOATt HR 1 .26.l l WCIIMH lf01' ~,,u.n A('NAI.~ '°"' A ll'lon 5ffl.• tm<ONOmON)UiiM" llm~notl:lODr.lNon fflOM fMC~lMtHl"tOOM.I0IUl•.•~D f'IG!NCtt.Ol4'0lf,tCT9WI.N~'!!.!'!f~~ fll : Fl27970 DIITE: 0 2.2 2.18 OWG . BY: C H K , BY : R V H F N SCALE : NTS DWG.I : A WD 234 S HEET : 'il OF 7 .J i l l i • MA X . O. A FR A M E HE I GH T (S E E SH E E T 1) rr w~~~ ~e~ ~~~~ 1 1 ~ MA X . D. l . O . WI D T H A 4 MA X . D . L . O . HE I G H T MA X .D . L O . HE I G H T MA X . J= ~ 0. C . SP A C I N G SE E SH E E T 7 -- MA X . 5" - FR O M L CO R NE R S _ I t ... EL E V A T I O N DO \ J B U HU N G WI N D O W st O P E SI L L · 1 :1 r , ·x · t # , I t ") ( " f t .. . ... ... ... ... - AN C H O R LA Y O U T TH R O U G H FR A M E· DO U B L E HU N G Wt N D O W st O P E SI L L • l :1 rr .: 0 ~ ~e~ ~~ 1> ~ MA X . D . l. O . W ID TH B 4 MA X . D. L O . HE I G H T MA X . O. A FR A M E HE I G H T IS E E SH E E T 1 ) MA X .D . L . O • HE I G H T MA X . J= ~ O. C . SP A C I N G SE E SH E E T 7 . - MA X .S " FR O M L CO R N E R S _ I ·x · t ·x · EL E V A T I O N DO \ J I L E HU N G WI N D O W FL A T S I L l l : 1 r f t ·x · t ,f f / ' f t t .. . . I ... ... ... AN C H O R LA Y O U T TH R O U G H FR A M E - OO U 8 U HU N G Wt N O O W FL A T SI L L 1: 1 Andersen ~ 100JOUlffl4 AV( NOaTM I.A~T .MHSSOOl-tOM PH :(6St 1 1'4 ·S lW rx :(6S 1)26,t,M8S REMAR KS BY DATE SIU GRID UPDAT( HR 1 .26.1 ...._'fWCJltWIUO~~fOI A W'fi Vl'L•STl~tAUKlffl',U-.ncJM,ODIIM 1' fllOM lHl MQIJll(MllfflOOMUOl'l'-ll!l 1"\.IQINO lJjGN(UCMUCHffl:CTYWJ.NO,..lnCY'<OhC. Fl#: Fl27970 D ATE : 02.22.18 DWG.BY: CHK. BY : RV HFN S CALE : NTS OWG .#: AWD234 S H EET : OF 7 i MA X . D. L O . HE I G H T MA X . D .A FR A M E HE I G H T (S E E SH E E T I) MA X . 0 .l. O . HE I G H T } - MA ) ( , - 0. C . SP A C I N G SE E SH E E T 7 -- MA X . S " - FR O M 1_ CO R N E RS _ t rrW~~g E ~ ~ ~ ~ ~ l ) ~ MA X . 0 .LO . WI D T H A 5 , # ·x· EL E V A T I O N DO U B L E HU N G WI N D O W SL O P E S i l l - 3 :1 r , # ,- . ,- . " ) ( " - 1 , # - , # f - ., ! f f ... AN C H O R LA Y O U T TH R O U G H FR A M E - DO U B L E HU N G WI N D O W FL A T SI U 3: 1 MA X . 0. A FR A M E HE I G H T (S E E SH E E T 1 ) rr w~~ ~ g e ~ ~ ~ ~ i 1 1 ~ MA X . O. l . O . WI D T H 8 s MA X . D . L . O . HE I G H T ·x · MA X . 0. L . O . HE I G H T EL E V A T I O N DO U B L E HU N G Wl N D O W Fl A T Si l l 3 :1 r J= - , # ,- . MA X . • r- 0. C . SP A C I N G SE E SH E E T 7 - •x · r- - 1 - , # I - MA X . S " - , # f I - FR O M 1_ CO R N E R S _ , # - t AN C H O R LA Y O U T TH R O U G H FR A M E - DO U B L E HU N G WI N D O W FL I \ T SI L L 3 :1 Andersen ~ JOO f OU imt A\I[ NOii.TH 8AY~T, MM 5,SO(I J ,1096 P H :16 S t }26ol·S l 50 ~lt (6S t JU4-S41S REMA RKS BY DATE SIZE GRID UPDATE HR 1 .26 .1 FL#: FL27970 DATE : 02.22.18 DWG. BY : CH k. BY : RV HFN SCALE : NTS DWG.#: AWD234 SHEET : OF 7 . t • t ~ l l i MA X . D. L . O . HE I G H T MA X . D. L . O . HE I G H T A 4 I / 3 3 /3 2 " I ~ SE E GL A Z I N G DE T A I L , S HE E T 1 SE E GL A Z IN G / DE T A I L . SH E E T 1 \ SE E GL A Z I N G DE T A IL , SH E E T 1 IN T E R I O R \ - - - \ I / SE E GL A Z I N G DE T A I L , SH E E T l VE R T I C A L SE C T I O N SL O P E SI L L 1 :1 MA X . FR A M E HE I G H T 0 PO C K E T NO T C H 0 EJ F R A M E NO T E : - 1 - . - TH E PR O F I L E S SH O W N AB O V E AR E AL S O QU A LI F I E D AS AN OP T I O N FO R US E OT H E R TH A N BA S E FR A M E AT T H E HE A D . MA X . D. L O . H EI GH T MA X . D. L . O . HE I G H T \ I ~ SE E GL A Z I N G DE T A I L , SH E E T 1 SE E GL A Z I N G DE T A I L , SH E E T 1 \ I / SE E GL A Z I N G DE T AI L , SH E E T I IN T E R I O R L SE E GL A Z I N G / DE T A I L , SH E E T I \ \ l \ I MAX . FRAME HE I GHT 100 rou 1t TH AV( NOlt T 14 BAY!'OftT, MN SSOOJ .1096 l>H: 1 651 ) 26"Ml50 Fll': (6U) M4-S41S R EMARKS BY DATE S I ZE G R ID UPDATE HR 1 .26.1 ANfl lt.U.1 JtOl' AI JUCT A1Cl'I.IAI.CONDITIOMS J()lt ... W ffll.•vrtCOHOrnC>MSCAWlltlrtAUAllCl'froOON.rt IIIOMfMtM CMMMumon-,oMClltlll ,AUCf.NSl:O ,~r•OJ1AACl-fnctSMA4.ll'llt•wsm:snonc FL#: FL27970 DATE : 02.22.18 DWG. B Y: CH K. BY: RV HFN S CALE : NTS DWG .#: AWD234 SHEET : O F 7 l • { • • i I i I l MA X . D .l. D . HE I G H T ~ M A X . D . L. O . HE I G H T A 5 l I / ~ SE E GL A Z I N G DE T A I L , SH E E T I S EE GL A Z I N G DE T A I L , SH E E T I ~ S EE GL A Z I N G MA X. FR A M E HE I G H T DE T A I L , SH E E T I l VE R T I C A L SE C T I O N SL O P E D SI U 3: 1 j 0 PO C K E T NO T C H 0 EJ FR A M E NO T E : - l . - T H E PR O F I L E S SH O W N AB O V E AR E Al . 5 0 QU A L I F I E D AS AN OP T I O N FO R US E OT H E R TH A N BA S E FR A M E AT TH E HE A D . MA X . D .L O . HE I GH T ~ MA X , D . l. O , HE I G H T (l ) l I ~ SE E GL A Z I N G DE T A I L . S HE E T I SE E GL A Z I N G DE T A I L . SH E E T I ~ SE E GL A Z I N G MAX . FRAME HEIGHT D ET A I L , SH E E T I l VE R T I C A L SE C T I O N FL A T SI L L 3 :1 Andersen. ~ .. , ........... . 100 fOU •llt A ~( ~l H l AY PORT , M N SSOO H OK ,H:l6!.ll 2 6'·5 Ua 'X:f 65 1 I J:'4-~85 REMARKS B Y DA TE S IZE GR!O UP0 4 lt HR 1 .2 6 .1 M.-Yt«>,~J UCTAC1\Mj.CO,t,i)JTIOtd,J(MlAS,..: ll'fl ,ff"Sl tfCOffOmolfJCAUM IN H"llA Tl(JN T O DMAtt ,.a.l l'M (III QIJ !«U,!UftJDfl'Al U:0 "111:"((lll .• ua oUto {lilGl!tl:U Olli AA(HT'(C, SHAll "!•Ml sin Y't Ollc FL27970 DATE : 02.22.18 DW G. B Y: C H K. BY : RV HFN S CALE : NTS DW G .#: AWD234 SH E ET : O F 7 SA S H RE I N F O R C I N G SE E SH E E T 7 FO R RE Q U I R E M E N T S SA S H RE I N F O R C I NG SE E SH E E T 7 FO R RE Q U I R E M E N T S SE E GL A Z IN G DE T A I L SH E E T I MA X . D. l .O . WI D T H SE E GL A Z I N G DE T A I L SH E E T l MA X . FR A M E WI D T H - - - - - - - - - - - - - - " Cl ) HO R I Z O N T A L SE C T I O N 6 LO W E R S A S H SA S H RE I N F O R C I N G SE E SH E E T 7 FO R RE Q U I R E M E N T S SA S H RE I N F O R C I N G SE E SH E E T 7 FO R RE Q U I R E M E N T S SE E GL A Z I N G DE T A I L SH E E T I MA X . D .LO . WI D T H MA X . FR A M E WI D T H SE E GL A Z I N G DE T A I L SH E E T 1 EID HO R I Z ~ , ~ : ! ~ SE C T I O N ' J 0 PO C K E T NO T C H 0 EJ FR A M E NO T E : -- - - r , - T H E PR O F I L E S SH O W N AB O V E AR E AL S O QU A LI FI E D AS AN OP T I O N FO R US E OT H E R TH A N BA S E FR A M E Andersen I ~ 1 00 J OUlffl4 AWNO«TM U\'f'OI\T ,M NSSOOl-lM6 IJH :I M l )U.4 -S l ~ Jll :(6S J )M,&.S.IS REMARK S B Y DA TE S I ZE GIi.i D U P DATE HR 1 .26 .l M,,,T"'7'1 11!1 Jil(T IC\IM CONDltlOM~AW( V11..•11TtC'OliOfflONI UIJltMJAUA ~l O O(W,f1 '~ffllM'OJIM Mt lfflOC't AU D HUIIIN.A UCl NV:0 !NGIN(l•OIIAll(M'Tt CT~Nil •.uitllrtSH:ahC Fl#: Fl27970 DATE : 02.22 .18 OWG . BY : CHK . B Y : RV HFN SCA L E : NTS OWG .#: AWD234 SH E ET : OF 7 i t i I ~ 1 / 4" MA X . SH I M SP A C E - i r L 0 .18 · i: : , ,~ 0. 8 2 " - - I 1 - - IJ I 1. 0 9 · SU B S T RA TE BY OT H E R S 0 M E E TI N G RA IL , L O W E R & UP PE R SA S H LV L 0 LV L R EI N F OR C E M E N T BO T T O M S A S H LV L 4- - i 11 9 / 3 2 " f- - 1/ 4 " : : ' . : . . . ~ ! D G JA M B SH I M PE R I M E T E R SE A l A N T BY OT H E R S M I N . EM B E D M E N T HO R I Z O N T A L SE C T I O N TH R O U G H FR A M E (I A MB ) IN S T AL L A T I O N NO TE S : 1 ON E (1 ) IN S T A L L A T I O N AN C H O R IS RE Q U I R E D AT EA C H AN C H O R LO C A T I O N S H O W N . 2 . TH E NU M B E R Of IN S T A L L A T I O N AN Cl - f O R S DE P 1 CT lO I S TH E MI N I MU M NU M B E R OF AN CH O R S 1' 0 BE U SE D FO R PR O D U C T IN ST A LL A T I O N O f T HE MA X I M U M SI Z E LI S T E D . 3 . I N ST A L L IN D l V I O U A L I NS T A L L A TI O N A. N C H O R S WI T H I N A TO LE R A NC E O f t. l / • I NC H Tl - t E D EP I CT E D lO C A T I O N & SP A C I N G IN TH E AM C H O R LA Y O U T DE T A I L S (I .E. , WI T H O U T CO N SI D E R A T I O N OF TO L E R A N C E S ). TO L E R A N CE S AR E N OT CU M U L A T J V E FR O M ON E I NS T A L L A T I O N AN C H O R TO TH E N El C l . 4 SH I M AS RE Q U I R E D AT EA C H IN S T A L LA TI ON AN C H O R WI TH lO A O BE A RI N G S H IM ( S ) . MA X I M U M A. l l O W A B lE S HI M ST A . C K TO 8£ . 1 / 4 IN C H . SH I M WH ER E S PA CE Of 1 /1 6 I N CH OR GR E A T E R OC C U R S . SH I M ( S ) SH A U BE CO N S T R U C T E D Of HI G H DE N S I T Y PL A S T I C OR BI T T E R . 5. DG J AM B S H I M TO BE US E D B ET W E E N TH E FR A M E A.ND TH E 1/ 4 IN C H . SH I M ST A C K . 6 . FO R M AS O NR Y OR CO NC R E T E O P E NI N GS , A 1X WO OD BU C k MA Y BE U SE D (O P T I O N A L ) AS LO N G AS TH E M I N I MU M EM B E O M EN T AN O ED G E DI S T A N C E R EQ U I R E M E N TS AR E ST IL L M ET WI T H I N TH E CO R R ES P O ND I N G HO S T SU B S TR A TE . SE E GE N ER A L NO TE 13 ON S H EE T 1 FO R MO R E IN F O R M A T I O N . 7 . MI N I M U M EM B E O M E N T AN O ED G E DI S T A N C E EX C L U O E WA LL FI N I S H E S , IN C L U D IN G BU T NO T LI M I TE D TO ST U C C O , FO A M , BR I C K VE N E E R . AN O SI D IN G 8 I NS T AL L A T I O N A NC H O RS A N O AS S O O A T E O HA R DW AR E MU ST BE MA O £ OF CO RR O S I O N RE S I S T A N T MA T E R I A L OR HA V E A C OR R O S IO N RE SI S T A NT CO A T I N G . 9 . FO R HO U O W BL O C K AN O GR O U T FI L LE D BL OC K , DO NO T IN S T A L L I NS T A LL A TI O N AN C H O R S I N l O MO R T A R JO I NT S . ED G E DI S T A N CE IS M EA S U RE D F RO M FR E E £O G E OF Bl O Cl t OR E DG E OF MO R T A R JO I N T I NT O FA CE SH E L L OF BL O C K. 10 . I NS T A L L A T I O N AN C H O R S SH A L L BE IN S T A L L E D IN AC C O R D A N C E Wf T H A N CH O R MA N U F A C T U R E R ' S IN S T A. U A TK ) N I NS T R U C T I O N S, AN O AN O t O R S SH A L L NO T BE US E O IN SU B S T R A T E S WI T H ST R E N G T H S LE S S TH A N TH E MI N I M U M ST I I E N G T H S P EC I F I E D SY TH E AN C H O R MA N U FA C T U R ER . RE I NF O R CE M E N T D ET A I L AN C H O R SC H E D U L E ME T H O D SU B ST A A T c AN C H O R SC H E O U L E WO O O : MI N , SG • 0 ,55 #1 0 WO U D SC R E W FL A T H EA D M ET AL : 18 G A UG E #1 0 T EK SC R E W S t ee l . MI N . Fy • 33 K S I FL A T H E A D TH R O U G H F AA M E CO N C R E T E : 31 1 6 " IT W TA P C O N MI N . f~ 3 0 0 0 P S I FL A T H E A D MA S O N R Y : CM U pe r 31 1 6 " I TW TA P C O N AS T M C9 0 MI N . 20 0 0 FL A T H E A D PS I An c h o r Sc he d u l e - M ax O. C . SD ac i n a St a n d a r d Do u b l e Hu n g G ri d , + / · 40 PS F Wi d t h (i n .) ~ .h l l l n .l 24 36 I 48 27 8 .5 8 .5 I 8 .5 36 1 3 .0 1 3 .0 I 13 .0 4 8 1 9 .0 19 .0 I 19 .0 60 2 4 .0 24 .0 I 16 . 7 72 24 .0 20 .7 I 15 .5 I 76 24 .0 22 .0 I 16 .5 An ch o r S ch ed u l e • M a x O .C. S o a ci n o O P Up g r a d e Do u b l e Hu n g G ri d , +5 0 / -65 PS F ! Wi d t h (i n .) H el a h ( ll n . l l 24 I 32 40 27 8. 5 8 .5 8 .5 36 13 .0 13 .0 13 . 0 I 48 I 19 .0 12 .7 12 . 7 60 I 24 .0 16 .7 12 . 5 72 I 20 .7 15 .5 12 .4 76 22 .0 1 3. 2 11 .0 An c h o r Sc h e d u l e - M a x O. C . H al hi in . 62 16 .5 MI N EM B E O M E N T MI N . ED G E DI S T A N C E 1 .s · 0 .75 " 3 TH R E A D S M IN PE N E T A A T I O N BE Y O N D o .s · ME T A L 1 .25 " 2 .5 1· 2 .25 An ch o r Sc he d u l e • Ma x O .C . So a ci n o St a n d a r d Do u b l e H u ng G ri d , +/ · 30 PS F Wi d t h (i n .) _! i ! ! gh l ll n . l 24 I 36 4 8 54 27 - I . - 17 .0 36 . . - 24 . 0 48 - I - 1 9. 0 60 . I - 16 .7 72 - I 20 .7 76 - I - I - - 84 24 .0 24 .0 2 ~ 96 24 . 0 24 .0 21 .5 An c h o r Sc h e du l e - Ma x 0 .C . So a c i n o F i xe d Up p e r Sa s h Do u b l e Hu n g G ri d (I N S E R T AN D BA S E FR A M E ), + / • 40 PS F Wi d t h (i n .l _! : ! e i ! l h l ( i n . ' 24 3 6 48 I ~ 27 8 .5 8. 5 8 .5 8 .5 36 13 .0 13 . 0 13 .0 I 13 . 0 48 19 .0 19 .0 19 .0 i 12 .7 60 24 .0 24 . 0 16 .7 12 .5 I 72 24 .0 20 .7 ._ _ . j 5. 5 I 15 .5 I 76 24 . 0 22 . 0 1 6 .5 84 24 .0 24 .0 14 .8 I 96 ' 2 4 .0 I 21 .5 17 .2 I I Andersen \ ~ 100 fou«T'4 -.vl NORT14 t.t.'N'Ol!.T, MN SSOO J.1096 PH (6\J j Mt-S150 f lt :(H I Mol·5-&l \ REI\III\RKS BY D A TE SL U GRID UPOATt HR 116 .1 Fl#: FL27970 01\TE : 0 2.22.18 OWG. BY : C HIC. BY : R V H FN SCA L E , NTS DWG.#: A WD 234 SHEET : ii OF 7 1/15/2021 Florida Building Code Online d ~W~r ~P,odud Appn,vol Ur--~"""'"'"""'u ~~ > ~~ > 9~ > AppUe.UM OM.NI FLO Ap pllcatlon Type Code Version Application Sta tus Comments Archived Product Manufacturer Address/Phon~Emall Authorized Signature: Technical Repr~entattve Add ress/Phone/Email Quality ASSurance Representative Address/Phone/Emal! Category Subcategory Compliance Method Fk,rida Engineer or Architect Name who deve5oped the Evaluation Report Florida License Quality AHuranct Entity Quahty Assurance Contract Expiration Date Validated By CertJncate of Independence Referenceo Standard and Year (of Standard) Equlvalence of Product Standards Certified By SecttOns from the Code Fl19563-R4 Affirmation 202 0 Approved Andersen Corporation 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 a lan.barstad@And ersenCorp.com Alan Barsta d alan.barstad@AndersenCorp.com Windows Horizontal Slider Evalu1tion Report from a F'lortda Registered Architect or a Licensed Florida Professional Englnee, Evaluation Report -Han::lcopy Recetved Hermes F. Norero, P.E. PE-73 778 Window and Door Manufacturers Assodation~A 12/16/2030 Locke Sowden P.E. Validation Oleckllst -Hardcopy Received FL19563 R4 COJ COi AndffSCO 55 2015:98-31 pg( Slnual M MA/WOMA/CSA 101/I.S.2/A440 AAMA/WOMA/CSA 101/l.S.2/A440 fiH 2008 2011 I affirm t hat there are no cha,~es In the new Aor1da Bulld!ng Code which affect my product(s) a,nd my product(s) are In compliance wit h the new florida Bullcllng Code. Documentation from approved Evaluatton or Validation Entity Product Approval Method Dat e Submitted Dat e Valtdated Date Pending FBC Approval Dat e Approved FL# 19563.1 Umtt.ofUH Approved for UH In HVHZ: No Approved for u .. oubldc HVHZ: Yes Impact Resistant: No De•lgn Pru•ur■: N/A Modal, Number or Name Renewal Series Yes No N/A Method 1 Option D 08/04/2020 08/04/2020 08/10/2020 Oucrlptlon Renew al GHder Window I nstallation Jnstruc.tlOfls Other: See l nst a llatlon I nstruct.Jons, AW0243, and Evaluation Report, PERS898, for s izes, des'9n pressures, and Installation r-e.q uire:ments. FL19563 R4 II AWQ243 5S 2018·12•17 pf!! Verified By : Hermes F. Norero, P.f. Ft PE No, 73778 Created b y lnd e pendent Third Party: Ye5 Evalu ation Reporb FL12563 R4 AE PEBS898 ss 2018-12-16 Qslf Created by Independent Third Party: Yes DD ~ :: 1601 Olfk St90S 8Rt4 lt11t"lutr n JUD PhoQs ISO◄az.iu, Th,e Smt ,, ~ ls•n M/f.EO efflC)IDyer.'9p,rCJ9N l9QZ·29Jl $Ute et flrnW:t ,: ~ ,! e«ru!b1Un, Smancm ': ~ U!'ICM:r not16a ia..-, em.al add,-HJ~ .,e pyt,,1(-re~ds. It yo., 00 rlOI' w,nt row e -ffl.111 li1drus relUHd In ruoo,ase to ,1 OUbll<--r«offf tCi'CWC'.$1, do not ,~ tl«tn:ltlk mall to mi, entity. Jrtnu4, cOflt.a the ctnce by phone or by tr•dltio,w,I ~. 1, you .._11,e any QUUflcln$, ~Ht COM:1<1: Uo.•t1.ll95. "Pu'"'~ 10 s«tHltl •SS .27S(1}, f~ S~t!Jtff, tl'l'ective October 1, 2012, f ctAMH ke'°""d ~r Chaptu •ss, f.S. muM !"'O\lkl4: the Ot~ wftt,.,.. em,,11 tddl'UJ llth,ey Nlvc -• TIit' e~!lt p,roY .. d m,1y M \IS~ for offlci,lt (Offlffl~ with u,,e t«nsH. Hown-er ~ llddru,n ~ pub le rttOl'd. II YOIJ oo IIM wish to supply•~ lldc,reu, pt.rue t){O\/ICa tht l>fll~nt wittl .n ""''" acktrn• w~ ur, 11,e n,.i:j,e • ...., .. ~ to N puolic. To delennir\t If rov ,re , krnHr undtf' Ch,Jl)lf" •SS, f ,S., c,luM dldr IWL• PP'O<lh,d Aff;nwal~: ~i:J liiiiB ■ Cre<:Jll Card Safe EiiiiiiiiiiililM l https://www.floridabuilding.org/pr/pr_app_dt1 .aspx ?param=wGEVXQwtDqs%2fmGFoyT6raZOyLCWc3g2NkaCv8YaxovX6KjYP%2fm7C0A%3d %3d 1/1 r " AN D E R S E N CO R P O R A T I O N Andersen . RE N E W A L B Y AN D E R S E N SE R I E S GL I D E R WI N D O W ............... WIDJOWNM,otn, (N O N - I M P A C T ) (N O N - H V H Z ) ... ~l .-,1,lll)t .,_. "'"'"*·Sl~U f lS 'l *·\oln ~! DE S I G N ,1 t ( 1 S U R E RA T I N G 'ic t ~t •• i oa . t G N H E U I J I U SA S H W I D T H U . T l O ~i-"~ "' ' CO N f ' . I G U A A T I O N :!le ~ -~Ii Gl N [ I W . NO T [ S - ~., I ~!; 1 r x l 0 " ,o ~ .o / -4 0 .o ,s , : 1: 1 lA I W . C or CO N T E N T S ii~ :;Hd 1 1 TH E P lt O O U C T SH O W N HE I I E I N IS Df . S t G N ED AN D 96 " X s. t • ,o •4 0 .0/ - 4 0 . 0 P Y 1 :1 SH E E T "" " " " " SH E £ T OU C I UP T I O N ~!.z ~'i ~u•~. MA N U F A C T V l l l £ 0 TO CO M P l V WI T H n t ( CU R R E N T [D f T I O N ,1:J!i) !i!~ Fl D f U D A lu t l . D W G C . 0 0 ( (f l C ) , DQ . U O W G HY H Z AN D KA S M · x n · ,o .. t 0 .0 / - 4 0 0 , s f ~· 1 Gt : N E I I W . HO T U 1, GV . Z I H G OC T A t l . 3g-ill" 51 ' I U N (' , I A I . U A TE D AC C o t l : D I H G TO TH ( FO \ . l O w t N G 10 1 · x s . 4 · ,o •2 5 . 0 / -25 .0 " S f 1 :2 ' £l [ V A l l O N S !.'3: ~., MM A I W O M A / C S A 10 1 / I .S . 2/ M l t ( J . . - 0 8 / 1 1 1 oa • x 1 2 · ,o •2 0 . 0 /- 2 0 . 0 ,S f 1 :2 ~3 0 ~ ' (U V A T I O H S ,. AD £ 0 U A C V Of T HE [X ! l T I N G s n u a u w S6 • x l0 " XO t '6 0 .0 / -4 0 .0 ,s , ,., . AN C H O f t LA Y O U T S ~ i C ON C I U T l / M A S O N R Y , 1X FU M I N G . AN O Mf l A l FU J M N G u· x s . t · ,o •4 0 0 / -4 0 O , S , : "' f AS A M N N Wt N O F ( ) l l t ( ll ( s a s T I N G SY S T I M CN ' A t l , . l Of s AH C H O f l U. Y O \ J n " wn H S T A N O I N G Mt D TA A N S f E J U U N G Af " \ 1 ( 0 HI O O U C l 1 •· x1 2 · XO •3 5 .0 / • l S ,0P S J '" LO A . O S TO TH E FO U N DA T I O N IS TH ( RC S , O N SI I I U T Y OF TH £ aa • x 4 1 • xx .. - 0 .0 /- 4 0 .0 PS F 1 :1 • VE R l' I C A L SE C 1 1 0 N S fl£MAAKS BY OAT£ EN G I N UI I I 01 1 1 AR C H f T t C T OF RE CO I I I D FO f t TH E ,i , o J ( C T O f ' H< M t l l O N T Al S ( CT I O N S I NS T A U A H O N . 1r x 1 0 • "' •J 0 .O/ · J O . O W '" 96 · x s c · xx •l S .0 / · l S .O W 1 :1 • AH O + O « O E T A tl S ) . U: AN O 1X IU O G (W H l N US £ 0 ) SH A U IC DD t G N E O AN O 96 · x 60 " ' xx • tS . O / ·1 5 .0 PS F 1 :1 • IN S ' T A U A TI O N NO T U & AN C H O I I I SC H E D U U AN C . . O r t [ O TO PR O P C l l t l' t ' Tl l t A N Y t l l t Al l LO . A D S TO TH £ ST R U C T \ J J I E . l u o t ot S t C N AN D IN S J A U A T J O N IS T HL 9& • X 72 • " •2 0 .0 / · 2 0 .0, S F 1 :1 I ll t E S l ' O N S I I I U T Y OF TH t : EN G I N EE I I OI i AI I C H l l t C T O f t u · x ! t 4 · ,o , •3 0 . 0 / ·lO .O, S , : 1 :1 :1 ~s~f~~ Jt [ C O f I D FO f t TW £ Ni O K C T Of MT A U . A n o H . 1 u · 1 t 1 2 · ,o x •2 S . 0 / · 2.S .Ol ' S f J :1 :1 _ l / 4 " 0 . A . IN S l l l . A T E D 4 . l HS T A L L I H O M O U A l IN S T A L L A T I O N AN C H O R S WI T HI N A ~ . ! A S S ' ,- TO l [ R A N C [ Of 11 / 4 IN C H O f TH E O( P I C T ( O LO C A T I O N I N 1, 4 • ) 1 6 ( ) " ,o x •4 0 .0 / -4 0 ,0 PS f 1 :1 :1 =-=•-r ,-...... TH E AN C H O I I I LA Y O V T OE t A l l ( U ., WI T M O U T 8" " X I O " ,o , •l S .0 / · lS .OP S f 1 :1 :1 ~ I N T U ~ C ON s . t O U A l l O N O f 10 l ( I W + c U ) . 1 0 l ( UN C U A 1 1 t ( NO T 14 4 " XS 4 " ,o , • 30 .0 I • 1 0 .0 ,s F l : l :1 °"":ir-': ...... ff½, t-:. C UM U U . T M Fl ' O M ON E I NS T A U A T l O N AH C H O f l TO T H £ NO O 14 4 • , c , r ,o , •l S .0/ . . J S .0 n F 1: 2 : J / --- - $ .•. -~,1 Et'I •• ~ ~ - l 14 • u o · ,o x ♦-40 .0 / .. , t 0 . 0 PS f 1: 2 : 1 / ' \ ~ • 0 - s T" 4 E I N ST A L L A T I O N OI T A IL S Ol S C l l l l l ( O HU H N AII I E g iN c r '~ l GE N ER I C AN O MA Y NO T RE f l £ C T 4C T \ J A L CO N D m O N 5 FO f t M" X IO " xo , •l . 5 .0 / · H . O P V 1~ : I ~ U C O N ~ ~ I * ~ '. AS P I OR C SI T L IF Si l t CO NO I T I O N S CA U S E IN ' S T A l l A T I O N BA C K B E D O I N G ( "j 1/ 2 " GL A S S ~-u SiOf .'Q:i TO OC W T C fk ( ) f . ( I TH E •£ Q U J A [ M ( N T S OO A M . C O HO O N , DC S t G N Pi t l S . S U M UP G P . A O E Ul l N G A lf f i l _.,, • <u ~ . A UC E NU O lN G I N U: k Of t AA C H f T I C T S H W . PI I I E P A II I E SI T T ' BI T E ~~~~~ SP E C l r l C OO C U M E N n f 0 " US ( WI T H TH I S DO C U M E N T I N ~n CO N f l G U l l A T I O N DE S I G N PI I I . E S S U I U SA . S H WI O n t RA T I O \ .J ] 1 ·1 1 1 : I "=-', ~\S' c," ... ~ N O N •HV H Z A R W . ,,, 0 A,\.~~ ,,, 56 " ) 1 4 1 " XO • 6 1 0 / - 79 ,0 , S , ~· _ _,, , '~•·u~·~' • ~~ ~ ~ . . . : ' ! ~ 1 1 1 ~ , : » ~ ~ . . . . x .. . ,o • I I 0 / · 10 0 .0 PS J 1 :1 "- - - " - __ .. l s a · x 5 4 · XO •4 2 .0 I -4 ] . 0 PS F 1 :1 GL A Z I N G DE T A I L IWl-s~'=!..':.ll I 1 . WI N D O W FR A M E MA T £ 1 U Al : F l l ll t Ot & ,V C 74 " l l 7 2 " ,o •S O .o / .so .a ,s , : I .I i .. I N AC C O l t O A N C l WI T M Tl - t l WM E N T l0 f 1 1 0 N fl C . WO O D , .. . . . . . . ,o • 50 .0 / -i S . O PS F ,., Fl •• CO M , ( ) N ( N T S SK A . L L HA v t IE E N Pk U ( R V A T l V ( TR l A T t O 10 1 · 1 e , , r ,o , •2 6 .0 / ·2 6 .0 , s f ' 1 :1 :1& 1 :2 :1 GL A Z I N G NO T E . S : FL19563 I 01 SH A L L I [ O f A OU W L C SP t O U AS DE F I N E D IN 1 . GL A S S TY P E & TM I C K N E S S Sl i A LL C O M P l Y W I T H A S l M EU O O ! C HA P T t l l l Zl . 12 0 " X 6 1 " ,o , •2 1 .0 / · 2. l ,OP S J 1 :1 :l & 1 :2 :1 RE Q U I RE M E N T S AS WE L L AS A , , U C A I U SA F I T T GL A Z I N G DATE · 11.07 .18 .. GI . A S S SH A l l ME E t TH ( RC O \ . N k E . M l N T S OF AS T N ( UD O 5 6 " X W •o • •& 1 .0 I -1 ' .o l' S F 1 . 1 :1 &1 :2 :t RE Q U U I . E M[ N T S H. R TH E FI C . T t M Pt J t AN O w m GL A Z l N G DWG. IY : CH(.IY ! I Gl A S S C H A A T S . S. C C S M C O lf O t t G \ A Z J N G D t r AI U 74 • 1 1 6 4 " xo , • SO .O / -6 S .O , s J 1 1 :11 ; 1: 1 :1 11 . E Q U I R E MC N TS SH A L L IE RE V I E W ED ON A Sf T E SP E O J tC aA S I S . RV HFN t 10 1 " IC 6 4 " ,o , •< 1 0 . 0 / -4 0 . 0 PS F 1 :1 :1 & 1 :2 :I ,. Sl T T I N G 8L O C K DU R O M O E I I I H AR D N E S S OJ 70 - 9 0 (S H O R £ A) AS SCALE : NTS lt ( F E l l l [ N C C O IN FB C CH A P T U 2 ' , I •s u f. ' r t A M ( OU C I I I P T I O N ~ O N S H U T ' . g 3 . SC T T l f r i t G l l O C ~ lO B E LO C A T E D AT 1/ 4 SP A N l I N GT H FO R G W S OWG ... AWD243 -- ' WK > £ R TH A H sg ~ AS l' t R FI C C H A P T U 24 . SHEET I 0, - U P G M O C . P « . O O U C T P O S I T M A A T I N G l S O R M N •. O. L O . AN O 0£ 5 K i N PR l S S U R E S MA ' f NO T f) ( C £ ( D M AX VA L U E ~ IN IT .S ' T lt l J C T U A A l ON L Y . W AT U I IS NO T IN C l , U O ( O . 4l ,. OP UP G ft A D f . PI \ O O U C T M US T 1£ t N S1 Al l E O 0£ S I G N PA U S U R E TA B L E S ON S H U T 1 TH I I I O U G H FR A M ( ON L Y , EX C E P T ON Si l l WH El l l . t ' - jA M I CU P S MU S l IC US < D . OF 9 ~ [ UN I T MA X . MA X . 0. L O . HE t G H T HE I G H T 72 " 65 * L L UN f T M A X . t - - - - - - W I O T H 9 6 * _ _ _ _ _ _, MA X . D. L O. MA X . O. L O . 43 1S / 1 6 * 43 1S /1 6 * EL E V A T I O N 96 " X 72 " XO UN I T 1 :1 SA S H RA T I O ·o · 1 - - - - - - ~ ~ ~ ~ : - - - - - - < MA X . D. L O . MA X . D. L O . 43 tS / 1 6 " 43 15 / 1 6 " EL E V A T I O N 96 * X 72 " XX U NI T 1 :1 SA S H RA T I O "X " MA X . D .L O . 33 S/ 1 6 * U N I T M A X . ~ WI D T H 1 08 " MA X . D. l . O . 66 3/ 8 " l UN J T MA X . MA X . D. L O . 7 HE t G H T HE I G H T LL l UN I T MA X . MA X . 0 .LO . HE I G H T HE I G H T l L 7 •x· EL E V A T I O N 10 8 " X 72 " XO UN I T 1 :2 SA S H RA T I O ·x - EL E V A T I ON 72 " X 80 " XX UN I T 1 :1 SA S H RA T I O ·o · NO T E : -x r t E R N A T E ME ET I NG ST I LE LO C A T I ON S MA Y 6£ US E D SU C H TH A T MA X . Ol O DI ME N SI O N S SM O W N HE R E I N AR E NO T E XC U O E D . U NE Q U A L SM H RA T I O NO T AV Al l A B L E FO R AC T I V E / A C T I V E (X X ) UN r T ' S . lCIJJOIA.tM •VfllOllltll M.ff'OI T,,...1100)-10!4 "4:fHlll'W-SlJO ll:l',!l lJ:M..klS ~t ~: f o« ~· ilie! ::,~ ~!i l ~-~I ; ;i! " ~Hd 1 ;t3:~ ! ~HH. 3:g-=t ~ r ::, ! ii ~m ~ ! ~ " f REMAIUCS BY DATE FL19563 OATf : 11 .07 ,18 OWG . BY : RV C HIC .BY : HFN SCAU : NTS OWG,#: AWD243 SHE£T : OF 9 UN I T MA X . WI D T l i 14 ' " MA X . M AX . M AX . D .LO . D . LO . D . L O . 2• 5/ 1 " 24 5 / 1 " 2 , S/ 8 ' " r r ,I f ,I f I UN IT MA X . ~ MA ) t D .L O . 7 7 HE t G H T HE I G H T . ., . ... IQ " 73 • LL EL E V A T I ON SA " X SO - XO X UN I T 1 :1. : 1 SA S H RA T I O UN I T MA X . W1 0 T H l 4 ' " MA X . MA X. MA X . 0 .LO . D .LO . O .L . O . 11 7 / 1 6 " 36 7 / I "' 18 7 / 1 6 "' I /I ,I f I UN I T MA X . 7 MA X . O .L O . HE I G H T HE I G H T ... 73 • ... ·o · .. . LL ,I f ,I f ,I f EL E V A T I O N 8 4 " X 80 " XO X UN I T 1: 2 : l SA S H RA T I O 1- - - - - - - - - ~: : . ~ : ~ - - - - - - - - - -1 f C ' U NI T MA X . 7 7 7 •x - MA X . O. L O . HE t G H T HE I G H T 72 • 65 '" / I MA X . 0. L O . « S/ 8 " EL E V A T I O N 1 ' 4 " X 72 " " XO X UN I T 1: 1 :I SA S H RA T I O /I / I MA X . D . LO , « S / 8 " .. . I NO T £ : -- - - m , E R N AT E ME E l l N G ST I L E LO C A T I O N S MA Y IE US ( O SU C H TH A T MA X . Dl O Dt M E H S t O N S SH O W N HE f t EI N .U E N OT EX C E E D E D . l - - - - - - - - - ~~ ~ M l ~ . - - - - - - - - - 1 r e UN I T M . U . 7 7 MA X . O .LO , HD G H T HE I G K T I .. MA X . O . LO . 33 7 / 1 6 . MA X . O .L O . 66 7/ 1 " ·o · EL E V A T I O N 14 4 " X 72 " XO X U N IT 1 :2 : I SA S H RA T I O M AX . O . LO . 33 7 / 1 6' " Anderse n ~ 1 ··· .. ···"""' lOO,OU,T"IWt:1111011 1'1 U'f'l'OH ... WIO)IOIJ -K \I P .._U~ f'll.l&U tM--wn i6 u, ;!; • I o< t!!•!t ~2-::I*~ !11 i •"I; 0 ~ihil ;~i " .t~i ~ ~H•i ~g-Si f w z ~j :; CD 0 (J ~ I fl:EMAAKS a v OAT£ ~~-c:,fl(IU O ~~"°""'""C.IC ""·---Ml ~._. ... ..,_ff ·-,...-•·u.u •-·-(_-1110,, ___ .,._rc FU : FL19563 OATt : 11.07, 1 8 OWG . av : C H K . IV: R V H FN """'' N T S OWG .•: AW D243 SHEET OF 9 MA X . 0. C . SP A C I N G n SE E SC H E D U L E CO R N E A DI S T . SE E SC H E D U L E I I t TW O IN S T A L L A T I O N AN C H O R S (S E E TA B L E ON SH E E T 9) AT ME E T I N G ST IL E EN O LO C A T I O N S TH R O U G H HE A . 0 , SP A C E D 2. S - ' ON EA . C H SI D E OF ME E T I N G ST I L E . EX C L U D E S UN I T S $ 36 • X -4 8 • _ ! _ _ MA > c . O. C . SP A C I N G SE E SC H E D U L E ~ L I ' ' C O R N E R O I S T . J SE E SC H E D U L E TY P I C A L AN C H O R LA Y O U T MA X . 0. C . SP A C I N G n S H SC H E D U L E SU SC H E D U L E CO R N ER 04 S T . 11 _ j _ _ MA X . 0. C . SP A C I N G SE E SC H E D U L E ~ L CO R N E R DI S T , J SE E SC H E D t r l E I I , I f XO OR OX GL I D E R 1 :1 SA S H RA T I O r TW O lN S T A U A T I O N A NC H O R S (S E E TA B L E ON SH E E T 9) AT ME E T I N G ST I L E EN O LO C A Tt o N S TH R O U G H HE A D , SP A C E D 2. S - O N £A C H SI D E O f ME E T I N G ST I L E . EX C L U D E S UN r T S $ 36 • )( c. s • , I f TY P I C A L AN C H O R LA Y O UT A l l ME T H O D S O f IN S T A l l A T l O H RE Q U I R A CO N TI N U O U S W BE A D O f Sl l t C O N E BE L O W TH E S U XO GL I D E R 1: 2 SA S H RA T I O RE N EW A L SE R I E S GL I OE R AN C H OR SP A C I N G FR O M MA X O .C . MA X O . C . MA X O . C . CO N F I G . IN S T A U A T I O N CO R N E R S HE A O SI U . J AM B S ME l l 1 0 0 (I N ) II N I (I N ) (I N ) ~~~ NA I L FI N 3 .S 3. 5 3. 5 3 .5 0: % IN 5 T A U A T I O N 5. 5 15 . 2 5 15 . 2 5 16 0 :: : , a CU P s C. , M TH R O U G H SE E I .; . . 5. 5 10 . 1 2 5 15 . 2 5 FR A M E NO l I S 0 N Ai l FI N 3. 5 3. 5 3. 5 3 .5 ~ 0: ; 0: ~ % IN S T A U A T I O N 5. 5 15 15 16 0 :: : , a CU P s C. , H ll i R O U G H SE E I .: . . 5. 5 11 . 2 5 17 .2 5 FR A M E NO T E S RE N E W A L SE R I ES DP UP G R A D E GL I O E R AN C H O R SP A C I N G IN S T A U A T I O N FA O M MA X O . C . tN , ) ( o. c . MA X O .C. CO N F I G . & SI Z E CO R N E R S HE A O Si l l JA M O S Mf f i K l O (I N ) II N I II N ) (I N ) g . 3 ll i R O U G I - I FR A M E . & ,. l! I ,. JA M B C U P I N S T A l l 5. 5 • • • i ; ~ IS I U O N l Y ) ! ! ! TH R O U G H FR A M E & JA M B CU P IN S T A L L 5 .5 • • • ~G ~ (S I U O N L Y ) ~! ! TH R O U G H FR A ~ & JA / 1 , 1 8 CU P IN S T AU 5. 5 • • • i a! ! (S I U ON L Y ) ~~ t TH R O U G H FR A M E & JA " ' 1 B C U P I N S T A L l ~ 5 12 . s 12 . S u. s e G~ (S I U O NL Y ) ~~ ! TH R O U G H FA A ~ & JA M B CU P I N ST AL l S. 5 1 5 .25 1' . 2 5 lS . 2 5 i ; = (S l l l O N L Y ) IN S T A L L A T I O N N OT E S : FO R TH R O U G H FR A M E I NS T A L L A T I ON S , I NS TA LL A T I O N CL I P S MU S T BE US E D AT TH E Si l l IN UE U OF FA S T t N E R . s TH R O U G H F RA M E , SP A C ED IN AC C O R D A N C E Wi n t TH E I NS T A U A T I O N CL I P SP A C I N G RE Q U I R E M E N T S LI S T E D I N TH E AB O V E TA B L E . FO R CU S T O M SA S H RA T I O S , US E WO R S T CA S E AN C H O R SP A O N G SE T W t : E N EQ U A L SA S H AN O 1: 2 OR 1 :2: 1 SA S H RA T I OS FR O M TA B L E A BO V E. RE F E R TO SH E E T l, SE E TA B L E ON SH E E T 9 fO R AN C H O R TY P E . DE P E N D E N T ON IN S T A L L A T I O N ME T H O D I\ N O SU B S T R A T E . ~ IODFOUlfnOA\1(11101,TII IA~.IM$$001·1°'6 P'N:IISl)Jl,l,-51$0 fll :11\llM,I.SUS u t ~; I f "' :q~•!t ::;N ; ~ •::t: .,. :,: B 0 ., ~ "'~.u, ~z i §wa. 3:0 8;; s! • § ~ a) 0 ~ ::! I R E MARKS BY CATE ,, ~ ~ * ~ "'~ '; =.....i--. ~ ,,' ~,r:.-,~' ----~.::""'-.. ~JJII r..:c:arr.o,_v. ___ ,. fl#: FL19563 om, 11.0 7.1 8 DWG. BY: CHK . BY : R V H F N SCALE: NT S DWG.•: A W D2 43 SHEET ; OF 9 CO R N E R DI S T . -- 1 SE E SC H E D U L E . I L _ _ MA X . O. C . SP A C I N G SE ( SC H £ 0 U L E - r - - L CO R N E R DI S T . J SE E SC H E D U L E r ~ MA X . 0 .C . SP A C I N G SE E SC H E D U L E / I / I / I ' / f I ' TW O IN S T A L L A T I O N AN C H O R S (S E [ SH E E T l) A T OL O C A T I O N S I NS T A L L NO T B 7- 9 , MU T I N G ST I L E EN TH R O U G H HE A D , S SI D E or ME E T I N G s PA C E D 2 S O N EA C H Tl l f . E X CL U D E S UN I T S S 36 • X 49 • / I ' ' TY P I C A L AN C H O R LA Y O U T XO X G L 1 0 £ R 1 :1 :1 SA S H RA T I O MA X . 0 , C SE E SC CO R N E R DI S T . - - , SE E SC H E D U L E I . S PA O ~ - n HE D U L E r L _ _ M AX . O .C. SP A C I N G SE E SC H E D U L E - r - - L _ CO R N ER DI S T . J SE E SC HE D U L E I ' I / f / I / I / I /I TW 0 IN S T A l l . A T l O N AN C H O R S (S H A l l NO T E S 7- 9 , SH E E T l) A T IT I N G ST I L E EN O LO C A T K ) N S IN S T ME TI < R OU G H HE A D . SP A C E D 2. s • ON EA C H O f ME f T I N G ST I U , 51 D f . EX C L UO E S UN f T S S J 6 • X 49 • TY P I C A L AN C H O R LA Y O U T AL L ME ' T H O D S OF IN S T A l . l . A l l O N RE Q U I R A CO N T I N U O U S W BE A D OF SI L I C O N E BE L O W TH E SI U XO X GL I D E R 1 :2 : l SA S H RA T I O RE N E W A L SE R I ES G U DE R AN CH O R SP A C J NG IN S T A U A T I O N FR O M MA X O .C. MA X O . C. MA X O .C , CO N F I G . ME T H O D CO R N E R S HE A D S i l l J A MB S JI N ) J I N) JI N ) (IN ) 0 NA I L FI N 3 . 5 3 , 5 3 .5 3. 5 :: ; J: 0 :: ! ~3 IN S T A L L A T I O N s. s 14 .5 CU P 1 4 .S 16 o ~ :c ti TH R O U G H s .s SE E FR A M E 1 0. 37 5 NO T E S 21 . S 0 NA I L FI N 3 .S 3. S 3. 5 " ' J : 3. 5 l! : :: ! ft IN S T A L L A T I O N 5 .S 12 . 1 2 5 CU P 12 . 1 2 5 16 ~; TH R O U G H 5 .S SE E FR A M E 10 .S NO T E S 22 RE N E W A L SE R I E S DP UP G R A D E GL I D E R AN C H O R SP A C I N G I NS T A U A T I O N F RO M M, . X Q .C . ~ K O .C . MA l l O .C . CO N F I G. &S f Z f Mr n < O O CO R N E R S . HE A O ~ l l JA M B S II N ) (IN J II N ) (IN ) )( : . i TH R O U G H F RA M £ & 0 . . ~ X J/ \ M B C U PI N S T A U B • • • )I ( . . . :: : : i . ij i , ~ !S l ll 0 N l V ) " ~;~ a TW R O U G H FR A M E & ) ( ~ : : , . J A MB CU P IN S T A L L S .5 • • • ti i , :! (S t l L O N l Y ) " ~; ~ lt t R O U G H FR A M E & w ~ : , JA M B C U P IN S T A U S. 5 10 . S 12 . 1 2 5 l3 . 7 S j j u (S i l l ON L Y } w 15 TH R O U G H FR A M E & l1 0 J AM 8 C U P I N S l A l l s. s 10 .5 12 ,12 5 19 . lS : , "' (S t U 0 N U ) § ~ TM R O UG H FR A M ( & : , JA M B CU P IN S T A L L s .s 10 .S IL U S 1 7. S "' (S I L LO N l Y ) I NS T A L L A T I O N NO T E S : FO R TH R O U G H FR A M E IN S T A L L A T I O N S , IN S T A l lA T I O H CL I P S MU S T BE US E D AT TH E SI L L IN LI E U O f FA S T E N E R S T HR O U G H FR A M E , SP A C t O I N AC C O R D A N C E WI T H TH E I NS T A L LA T I O N CU P SP A C I N G RE Q U I R E M E NT S LI ST E D IN TH E AB O V £ T A BL E . fO R CU S T O M SA S H RA T I O S , US E WO R S T CA S E AN C H O R SP A C l f. K i BE T W E E N EQ U A L SA S H AN O J :2 OR 1 :2: J SA S H RA T I O S FR O M TA B L E A8 0 V E . R EF ER TO SH E E T 1. IN S T A L LA . TI O N NO T E S 4• 1 l FO R AN C H O R TY P ( O E PE N O E N T ON IN S T A U A T IO N ME T H O D AN D S U 8 ~ T E . 1 oo r ou ,mo •w-TM .... Yl"Ofll .UN S.,)..JM Nf:IU ll M,,&.S1$0 J J..~11.,.._!.US ~t ~! -., ! ~i-"' ~i i .. t ~-;-~ il ~ .;;; 5 0 ·i ' ii:~~ .., ~ t l I ~-z 1l ~B H . i~i i5 ~ =. t z~ => r ::!~ ~m C ~ '" I " " REMARKS BY o-.n FL19563 D A TE : 11 .Q],1 8 OWG . BY : CHIC BY ; RV HF N SCA LE , NTS OWG .• , AW D 2 43 S H EET : OF 9 MA X . MA > L fR A M [ D .L. O . HE I G H T HE I G H T SE E GL A Z I N G DE T A I L SH E E T 1 r , N T E RI O R / WO O O T R I M ~ EJ HE A D / J A M B FR A M E EJ SI L L FR A M E AL T E R N A T E EJ FR A M E MA Y BE US E D AS EQ U A L A l TE R N A T E FR A M E TY P E S U GL A Z i N G DE T A I L SH E E T I MA X . MA X . FR A ME D .L. O . HE I G H T HE I G K T ( [ ) VE R T I C A L SE C T I O N 6 N AI L FI N tN S T A L. 1 . A T I O N NA i l F I N/ F L A N G E IS RE V E R SI BL E , SE E O R I EN T A T I O N DI F F E R E N C E BE T W E E N HE A D AN O Si l l . SE E GL A Z I N G DE T A I L SH E E T 1 100K>IJKTit .lli Y(JIICM.™ t,A W()I.T ..... S5001•l0M -16Sl)264-51SO fJ:lf,Sl)N-1-\.dS ~~ u , '!c " I ~i~ ~ i 'i •~1 :a.:,: ~ -~;; Z> ~SM ;ii :,c ;i'!t!i ~Ht!! ; ;tg -~ ol f §~ ,;: ~ ~ ! ~ e i ::: ~ r= RE M ARKS B Y DATE ~ FL •: FL19563 DATE , 11 .07.1 8 OW G. BY : CHK. BY: ,, * Q:-/Jj ~ .:--~ R V HF N SCALE , N TS DWG.O, A WD 2 4 3 SHEET : OF 9 / SE E GL A Z I N G O £ l Al l ... . . . - .. , - I ' SH E O 1 ® HO R I Z O N T A L SE C T I O N TW I I O U G H A U . M ( AN D nf f l O U G H ru , I NS T A U . A n o H / SE E GL A Z I NG 0£ T M l .. - -.. <' SH E E T 1 (I ) HO R I Z O N T A L SE C T I O N 7 NA . W . n N IN S T A UA T I O N M A l l 0 .LO . - - - - - - - - - - -1 WI O T M M A l l D .L O . WI D T H / S U G U 2 1N G 0£ T A M . SH E E T 1 ~ M A l l FR A M < WI D T H ~ (! ) HO R I Z O N T A L SE C T I O N AC T M / PA S S M MU T I N G mu MA X . FI \ A ME W t OT H r S U Gl A Z I N G 0£ T A I L SH E O l .. IH T U U O A MA X . D .LO . wt D T H MA X . D .LO . WI O T M SE E Gl . A Z I N G DE T A . ! l \ SH E E T 1 .... -- .. HO R I Z O N T A L SE C T I O N TH R O U G H FU M E AN O l M l O O G H QJ P IH S T A L L A T I O N SU GL A Z I N G DE T A I L \ SH E E T 1 I .. . - - - . ED HO R I Z O N T A L SE C T I O N NA H . FI N IN S T A U A T I O N Andersen ~ 100~•"1 ~ IAW'OU , .. ffOOl,IOlli ,-. ff,'l\:IW-\lSCI ,a.~ll ---~ ~6 ~ ~i, tl ~., wz :,c i<O :,c !.Z ~ ;t:!:i 0 ;i;g -" ~ i!: ::!:I: ~ " llEMAAkS ~! --•1 I iq.•!1 ~ «1; .,ihi 1 ~ 11 l ! =-i :, E :;m 0 I f ~ 8\' OAT£ ,, * Q:'. ~ ~ ~ ,,' ,, ~"lre":-!M __ .., ,.c-$=ti=!..~ Fl t : FL 1 956 3 OAT[• 11.07 .18 OWG . IV : CH«.. BY : RV HFN SCAL E · N T S OWG ... AW0243 71 OF 9 MI N . ED G E DI S T A NC E · ... •. PE R I M ET E R SE A L A N T BY O TH E R S N OT E : si I T & JA M B OI T A! L SI M I L A R . (l ) VE R T I C A L SE C T I O N TH R O U G H FR A M E (H E A D ) AC T I V E SA S H ME E T I N G ST I L E RE I NF O R C E M E N T DE T A I L 1/ 4 " MA X . SH I M SP A C E MI N . ED G E Df S T A N C E SU B S T R A T E BY OT H E R S SU B S T R A T E BY OT H E R S MI N . SP A C I N G 1. 5 0 0 " MI N . EM B ED M E NT PE R I M E T E R SE A L A N T BY OT H ER S EX T E R I O R M I N . ~ ~ ~ ~ !, : ! : : , e ' ] ~ ~ = ; ' ~ ~ ~ ~ ~ . E O G E IM S T A N C E SU B S T R A T E BY OT H E R S ( [ ) VE R T I C A L SE C T I O N NA il F I N IH E A D I NO T E : HE A D & SR L DE T A I L SI M I LA R . _ [ o .,6 r ,, .. . _ j ~ PA S S I V E / ST A T I ON A R Y SA S H ME E T I N G ST I L E RE I N F O R C E M E N T DE T A I L IN S T AL L A T I O N CL I P DE T A IL ED HO R I Z O N T A L SE C T I O N Ti i RO U G H CU P (J AM I ) S AS H RE I NF O R C E M E NT RE Q U I R E M E N T S Si l . £ RE I N F OR C I NG RE Q U I RE S ST E E L RE I N F O R CE ME N T I N A CT I VE UN I T HE I G H T ~ ~ - AN O PA S S M OR ST A T IO NA R Y SA S H ME ET IN G ST I L E S UN IT HE I G H T < 54 " NO T R EQ U I R ED I NS T A U A T I O N CL I P AN C H O R RE Q U I R E M E N T S : WO O D SU B S T R A T £ : US E TW O #8 P AN H EA O WO O D SC R E W S PE R CU P , I N R O W NU M B E R ON E of PR E D R I U E O HO L E S SH O W N B EL OW . - ME T A L SU B S T R A T E : US E TW O #8 HW H SM S AN C H O R S PE R Ct . I P , I N RO W NU M B E R ON E Of PR E O R l l l E O H OL E S SH O W N BE L O W . - i ~ ~~ ~ r f i l t m : ; :O ~ N~ O B £ ~ •0 ~ : ~ : ~ ~ ~ ~ ' i : . ~ S p~ ~ o ~ : E R O W NU M B E R TW O OF PR E D R t l l E D HO L ES SH O W N BE L O W . AN C H O R S MU S T B f ' " " PL A C E D DI A G O N AU Y AC R O S S T HE CL I P . 0 0 N O T I NS T A l l AN C H O RS TH R O U G H RO W N UM B E R Tl i R E E . l(IO l()UITWAY(N(llffl; &Al'!'Oll t .,..,nacJ .1 1M Nf:f'Ul j l'M-UJO f JCl6S 02'4-kn ~ fi ~ ~ I iS< -~~ :, ~ :I ~,.•!1 ~~~ ~ i •~1; ii! ~H 1 1 ~;t 0 ~ §w~ h~ 5 1 i z i!! :r;a:i ::,;t Q ~ ~ I " REMMKS 8V DATE ,, ' -:-* $~ " ,,' "' ..... ,, FL19563 0 4TE , 11 .07 .1 8 DWG . B Y : C H«:. BV : R V H FN SCALE , N T S OWG .... AWD 2 4 3 SHEET : OF 9 IN § T A U A T I O N N OT B : 1 . ON ( (1 ) U\ I S l M . l A 1 M ) N A H ( H O I : IS ll t ( Q U I A [ D A 1 £A C H A H C H O ! t l O C A T I O N . UH l U S O l H l l l W W . St t 0 W H Z Tt f f : N UM I E I I OF IH S T Al l . A T l O N A. N C H O M Ol P I C T t D tS TH E MI N I M U M NU M 8 ( 1 1 or AN C H Q I U TO l l US C 0 ,0 1 1 1 : '" O O O C 1 IN S T A U A T I O N OF TH £ MA X I M U M SI U US T ( O . l IN S T A l l l N OI V t D U A l IN S T A U A T I O N NK H O A S Wf T M I N A TO l E lA . H a Of t. 1 / 4 1 N C H TH l O( , t C T l . 0 lO C A T I O N & S, A Q N G I N l H ( ~ lA ' r O V T OO A J I . . S fl .f , WI T H O t l T C O N S I D l U T l O H O f TO l £ R A N C l S ) TO l C M . N C U 41 1 1 : [ NO T CU M U I . A T 1 V £ rM > t r , I J ON E I N ST A l l A ' T I O N 4N C H O . - TO TH t N [l ( l 4 . SH I M AS I U Q U I II E O A T U. C H I N Sl A l l A T I O N AN Qt O I I Wf f H LO A O I E A J l l l N GS H I M IS ) . MA X I M U M A l l O W A & I . E S H I M S T A C W . T O H 1 / 4 IN C H SH I M WH E l l l SP A C E O f 1 / 1 6 IN C H Of t GI U A T E l ! . O C C U M . SH I M ( S > S H A U IE C O H S U U C T E O Of Ht G H 0£ N S l T Y ' 1 . A S T I C Of t l( T T U \ . S Fo , t M AS ( ) N f l V 01 1 CO N C R E T E OP ( N IN G S , A l) l W OO D IU C I C MA . Y e t US E D (O f t T I O NA l) A S LO NG A S TH £ MI N I M U M E M8 C O M EH T AN D fO G E O! S T A N C l ll f . Q U l f t E M E N 15 A A E ST l l l M U WI T H I N fk E CO f t l l C S P O N O I N G HO S T SU I S l M T [ . SE C G [ N [ M l tf ( ) T [ 13 ON SH U T 1 f ~ MO f t ( t N fO R M A l l O N . 6. M IN I M UM lM B E O M [ N T AN O [O G I Of S l A N C [ O: Q . I J O E WA L L fl N I S H ( S . IH C l U O I H G BU T NO T UM I T E O T O ST U C - C O , FO A M . ll t l O \l ( N ( ( l t AN O S , O I N G 7 . IN S T A L L A T I O NA N C H Of l S A.H D AS S O C I A T (O H. A l t O W M t ( MU S T IE MA D E OF C O I U I : ~ IU S I S T A N T MA T l l l l A l O l l HA Y ( A CO H O ! . I O N II E ! a l S T A H T CO A T I N G I '° " HO U O W IL O C l A H O G IU )t l T nw o ll O C l , 0 0 NO T IN S T AU IN S T A U . A T I O N AH C H O M IN T O MO I I T . v t JO I N T S . [O G E DI S T A . N C E IS M EA . . S U I UO F ll l : O M FI I U CO G £ OF ll O O C : Of t EO G E OJ " MO k T A . 1 1 1 : IO I N T l " ' 0 FA C E SH E U . O f ll O O C 9 . I N ST A . l l . A T I ON AH C H O - . S SK A . U l l 1 N S1 A ll £ 0 1 H AC C O R D A N C E WI T H AN O t O f l MA N UF A C l U l l t ( - ' S I N S T A L I . A T t O N I NS T I I U C T t O N S , AN O AH C H O M SH A L L NO T I f US E D ' " SU I S T b T t S W f T H S T • E H G T H " S l l S S TM A N 0 0 MI M M U M S T a [ N G T H S f f 0 , 1 £ 0 I Y n t l AH C H O f t MA HV F A C T U t t ~ M ET H O O Tt t R OU G H F R A A E lH R OU G > < FR A M E TH R O U G H a. J P kA A . . A H & TH R OU G H CU P AN C H O R SC H E D V L E SV 8 S T R A T E AN C H O R SC l i E O U l . £ W OO D : MI N . SG • 0 .55 11 1 1 0 WO O O :s c ; R EW FL A T H E A D ME T AL : 1 1 GA U G E •1 0 TE K SC R E W St e e l . MI N . fy • 33 K S I FI A T HE A D CO N C R E T E : 3/ 1f j • 11 W 1 AP C ON MI N . r ca 3 C I O O P m FL A T H E A D MA S O N R Y : CM V pe r 31 1 15 · fl W 1 AP C O N AS T M C9 0 MI N . 20 0 0 FI A T M E A D PS I WO O O : MI N . SG - o .~s HW O O O S C l l E W Ft A T H E A D ME T A L . : 1 8 GA U G E #S T EK S C R E W Sl e e ! . M$ N . Fy • 33 K S I FL A T H E A D MI N EM B E O M E N T 1. s · 3 nt R E A O S MI N PE N E T R A T I O N BE Y O N O ME T A i . 1. 2 5 • ,. , s· 3 TH R E A D S MI N PE N ET R A T I O N BE Y O N D M ET A i . Mt N . ED G E Ot S TA . N C S:- o .1 s· o .s· 2 .S 2 .25 0 . 75 " o. s · WFOWllll•Yl__...., uwo-r .-,w:wn,.,_ ...,_Cll !tK-t<UWI UIUl )M,l .!,,lh FL19563 0A1', 1 1.07 .18 ~. BY • CHt: BY : R V HFN SCALE , NT S DWG .,, A W D 2 43 S HE£T . OF 9