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1637 N Linkside Ct RES21-0346 One DoorOWNER:ADDRESS:CITY:STATE:ZIP: HARNISH GEORGE 1637 N LINKSIDE DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: LOWES HOME CENTERS INC 4948 TELSON PL ORLANDO FL 32812 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172374 6145 SELVA LINKSIDE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1637 N LINKSIDE DR RESIDENTIAL WINDOWS/DOORS ONE DOOR $1710.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $94.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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: 11/24/2021 PERMIT NUMBER RES21-0346 ISSUED: 11/24/2021 EXPIRES: 5/23/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 11/24/2021 PERMIT NUMBER RES21-0346 ISSUED: 11/24/2021 EXPIRES: 5/23/2022 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 GEORGE HARNISH 1637 N LINKSIDE DR FLAtlantic Beach 32233 (203) 802-8489 Lowes Home Centers Pete Cafaro PO Box 781993 Orlando FL 32878(904) 570-0989 same as office CGC1508417 vwood063088@gmail.com N/A N/A XWC1647266 (FL)04/01/2022 1637 N LINKSIDE DR 172374-614547-85 17-2S-29E .11 SELVA LINKSIDE UNIT 2 LOT 109(EX E 11FT OF S 42FT) 1710.00 Replacing 1 Door size for size 12769.1 15 November 2021 Pete Cafaro RES21-0346 Building Permit Application ri City of Atlantic Beach Building Department -.,: 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 *"'ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address : ________________________ Permit Number: ___________ _ Legal Description ______ --:._;..:._......:..:.;._ _______ ......:.,_··_···----------RE# __________ _ Valuation of Work (Replacement Cost).$ ________ Heated/Cooled SF _____ Non-Heated/Cooled _____ _ • • Class of W ork: □N ew □Ad diti on □Alteration □Repair □Move □Demo □Pool .Jji{window/Door Use of ex isting/proposed structure(s): □Co mmercial ~Residential • If an existing structure, is a fire sprinkler system i nstalled?:_ □Yes ~o • Will tree/sl be removed in association with o r nnosed oroiect? □Yes Jmust sub mit seoarate Tree Removal Permit) ,{No Describe in detail the type of work to be performed:'.', ·· Florida Product Approval # ____________________ for multiple products use product approval form Property Owner Information Name--------------,-:-:----,-~------::-:-:-:;-,:-,-Address ____________________ _ City _______ -,-_________ ,. State •--.. ,,,!,. ·· Zip-.------,--Phone _____________ _ E-Mail _____________ ___;..__;_;;. __ -,_·:....:..------'-----'-'--.;;.._-------------------- Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) ____________________ _ Contractor Information Name of Company __________ · __ --_ .. __ ....,.... __ Qualifying Agent ________________ _ Address City_, ________ St~te ____ Zi p _____ _ Office Phone Job Site Co ntact Number ________________ _ State Certification/Regist ra tion # E-Mail _______________________ _ Architect Name & Phone #------------------------------------- Engineer's Name & Phone#------------------------------------ Workers Compen sa tion Insurer ________________ OR Exempt o Expiration Date _______ _ Application is hereby made to obtain a permit to d o the work an d installations as i ndicated. I certify that no work or installation has commenced prior to the issu an ce of a permit and that all work will be performed t o meet the standards of all the laws regulati ng construction in this jur isdiction. I understand that a separate perm it must be secured for ELECT RI CA L WORK , PLUMBING, SIGNS, WELLS, POOLS, FUR NACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requi rements of this permit, there may be additional restrictions applfcable to tliis·property that-may be found in the public r ecords of this county, a nd there may be additional permits required from other gover nmental enti ties such as water management districts, state agencies, or fe deral agencies. OWN ER'S AFFIDAVIT: I certify that all the foregoing informat ion is accurate and that all w ork will be done in compliance with all appl icable laws regulating construction and zoning. WARNING TO OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND OU LENDER OR AN A:;llNEY BEFORE (Signature of Contractor) Signed and sworn to (or affirmed) before me this __ day of by -~ ---,,56%.,..,......IA'"'"""'W,.,--W--.------- ,signature of Notary) Product Approval Method Method 1 Option A Date Submitted 09/29/2020 Date Validated 10/01/2020 Date Pending FBC Approval Date Approved 10/08/2020 Summary of Products FL #Model, Number or Name Description 12769.1 Contours Steel, Wood Edge Full Lite, Inswing Door w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12769_R11_C_CAC_NI009887-R9.pdf Quality Assurance Contract Expiration Date 03/31/2028 Installation Instructions FL12769_R11_II_A008730 SWE IS 12-0x6-8 FULL LITE NI SS 2020-09-25.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769_R11_AE_PER6767 SS 2020-09-25.pdf Created by Independent Third Party: Yes 12769.2 Contours Steel, Wood Edge Full Lite, Inswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Certification Agency Certificate FL12769_R11_C_CAC_NI009887-R9.pdf Quality Assurance Contract Expiration Date 03/31/2028 Installation Instructions FL12769_R11_II_A008730 SWE IS 12-0x6-8 FULL LITE NI SS 2020-09-25.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769_R11_AE_PER6767 SS 2020-09-25.pdf Created by Independent Third Party: Yes 12769.3 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12769_R11_C_CAC_NI009887-R9.pdf Quality Assurance Contract Expiration Date 03/31/2028 Installation Instructions FL12769_R11_II_A008731 SWE OS 12-0X6-8 FULL LITE NI SS 2020-09-25.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769_R11_AE_PER6768 SS 2020-09-25.pdf Created by Independent Third Party: Yes 12769.4 Contours Steel, Wood Edge Full Lite, Outswing Door, w/ or w/out Sidelites, 12'-0" x 6'-8" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-66 Other: Certification Agency Certificate FL12769_R11_C_CAC_NI009887-R9.pdf Quality Assurance Contract Expiration Date 03/31/2028 Installation Instructions FL12769_R11_II_A008731 SWE OS 12-0X6-8 FULL LITE NI SS 2020-09-25.pdf Verified By: Hermes F. Norero Florida PE No. 73778 Created by Independent Third Party: Yes Evaluation Reports FL12769_R11_AE_PER6768 SS 2020-09-25.pdf Created by Independent Third Party: Yes 12769.5 Contours Steel, Wood Edge Half Vent Lite Outswing Door, 3’-0” x 6’-8” Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: Certification Agency Certificate FL12769_R11_C_CAC_NI011489-R4.pdf Quality Assurance Contract Expiration Date 01/31/2024 Installation Instructions FL12769_R11_II_D015857 SWE 3-0x6-8 OS VENT LITE SS Florida Building Code Online https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqs... 2 of 3 2/17/2021, 11:12 AM ------- ------ ------ ------- ------ ------ ------- ------- ------ ------- ------- ------ ------- ------- D i g i t a l l y s i g n e d b y H e r m e s F N o r e r o R e a s o n : I a m a p p r o v i n g t h i s d o c u m e n t D a t e : 2 0 2 0 . 0 9 . 2 6 0 3 : 4 6 : 3 1 + 0 2 ' 0 0 ' JELD-WEN DOOR INSTALLATION DE T A I L S CONTOURS PREMIUM STEEL WOOD E D G E FULL LITE NON-IMPACT INSWIN G UP TO 12'-0" X 6'-8" G E N E R A L N O T E S 1. THIS PRODUCT IS DESIGNED TO COMPLY WIT H C U R R E N T I N T E R N A T I O N A L B U I L D I N G C O D E ( 1 . B . C . ) & I N T E R N A T I O N A L R E S I D E N T I A L CODE (1.R.C.) AND THE CURRENT FLORIDA BU I L D I N G C O D E S ( F B C ) , I N C L U D I N G H V H Z A N D H A S B E E N E V A L U A T E D I N A C C O R D A N C E TO TAS 202-94, ASTM E330-02, E283-04, E331-0 0 A N D A A M A 1 3 0 4 - 0 2 . N O T E : O D L S M A R T F R A M E I S H V H Z E X E M P T A N D O N L Y R A T E D FOR WINDZONE 3. - - 2. 1X AND 2X WOOD BUCKS BY OTHERS AND MU S T B E A N C H O R E D P R O P E R L Y T O T R A N S F E R L O A D S T O T H E S T R U C T U R E . B U C K MATERIAL MUST HAVE A SPECIFIC GRAVITY O F 0 . 5 5 O R G R E A T E R . 3. CONCRETE OR MASONRY MUST BE ANCHOR E D P R O P E R L Y T O T R A N S F E R L O A D S T O T H E S T R U C T U R E . C O N C R E T E M A T E R I A L S H A L L HAVE A MINIMUM Fe OF 3000psi OR MASONRY / C M U S H A L L C O N F O R M T O A S T M C 9 0 . 4. PRODUCT ANCHOR TYPES AND SPACING ARE S H O W N O N S H E E T S 6 & 7 . D I M E N S I O N S S H O W N F O R A N C H O R S P A C I N G A R E A L W A Y S FROM EDGE OF UNIT FRAME. ANCHOR EMBE D M E N T T O B A S E M A T E R I A L S H A L L B E B E Y O N D W A L L D R E S S I N G O R S T U C C O . 5. THIS DOCUMENT SUPERCEDES OTHER ANCH O R I N S T A L L A T I O N INSTRUCTIONS FOR NON-IMPACT RATED DO O R S . F O R O T H E R i - - - - - - - - 1 4 9 " M A X . F R A M E - - 3 - 7 - 1 - , 2 - . . - M - A X - . - 1 IMPORTANT INSTALLATION INSTRUCTIONS, R E F E R T O J E L D - W E N 1 1 1 1 / 2 " M A X . F R A M E 7 F R A M E T Y P . DOCUMENT #Jll106 (INSTALLATION INSTRUCT I O N S F O R PRE-HUNG ENTRY DOORS) FOUND ON THE JE L D - W E N WEBSITE: JELD-WEN.COMA..EARN/RESOURCE S / - , - - - + - - r F = l = = = ~ ~ ~ e = = = ~ ~ ~ ~ ~ ~ ~ ~ = , r i = ~ ~ ~ ~ , INSTALLATION & FINISHING/. II) FLORIDA APPROVED SHUTTERS ARE NEEDE D WHEN IMPACT PROTECTION IS REQUIRED. 7. INTEGRAL MULL POSTS & DOUBLE-BACK JA M B S ARE INTERCHANGEABLE. SEE SHEET 3 FOR MULLING INSTRUCTIONS. 8. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3/16" DEEP. ""'""" 3116"~ NON-IMPACT LITE 37 1/2" MAX. O.A. SEE SHT. #3 FRAME TYP. \ \ \ \ 't p ACTIVE FIXED F I X E D f - J : ( ! ) • i i i ~ : I : ~ w < 0 : i i : c j ~ Z L L § : . ( / ) . . ; z O - ~ : : i i : t [ I } M U L L P O S T S U R F A C E B O L T S N O T D O U B L E B A C K J A M B M U L L I I ) R E ~ ~ ~ ~ ~ : i i ~ ~ ~ : S ~ ~ ~ T ~ ~ ~ : 1 2 - 0 X 6 - 8 E L E V A T I O N D O U B L E D O O R W I F U L L 3 - 0 S I D E L I T E S ( O X X O ) j - 7 5 " M A X . F R A M E - j / ~ e e e @ @ @ ~ ~ / ' p A C T I V E A C T I V E A C T I V E F I X E D F I X E D 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 6 - 0 X 6 - 8 ( O X ) 6 - 0 X 6 - 8 ( X O ) BY SHEET INDEX SHEET# DESCRIPTION ENERAL NOTES B.O.M. & ELEVATIONS FOR 3-0 PA N E L S & S I D E L I T E ELEVATIONS FOR 3-0 PANELS AND 1-2 SID E L I T E S INSWING BOX MULLING DETAILS 4 INSWING VERTICAL AND HORIZONTAL SECTION S I N W O O D INSWING VERT. AND HORI2. SECTIONS IN MASON R Y C O N C R E T E 6 ANCHORING DETAILS 7 ANCHORING DETAILS S U R F A C E B O L T S N O T R E Q U I R E D F O R A P P L I C A T I O N S R E Q U I R I N G D P - 5 5 O R L E S S 9 - 0 X 6 - 8 ( O X X O R X X O ) I T E M 2 3 4 5 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 F I X E D T A B L E 1 D E S I G N P R E S S U R E R A T I N G : S I Z E U A L I F I E S : F U L L L I T E N O N - I M P A C T A C T I V E P A N E L S W I T H O R W / 0 S I D E L I T E S 6 6 - 8 T A L L S Y S T E M S : ( X X ) ( X X O ) ( O X X O ) ( X ) ( O X ) ( X O ) ( O X O ) W I T H S U R F A C E B O L T S : + 6 6 C O M P O N E N T L I S T D E S C R I P T I O N N O N - C O M P R E S S I O N S H I M ( 0 . 2 5 " M A X . T H K . ) 2 x W O O D S U B B U C K ( S . G . M U S T B E 0 . 5 5 O R G R E A T E R ) 1 x W O O D S U B B U C K ( S . G . M U S T B E 0 . 5 5 O R G R E A T E R ) # 1 0 W O O D I N S T A L L A T I O N S C R E W W / 1 1 / 2 " M I N . E M B E D M E N 3 / 1 6 " I T W T A P C O N A N C H O R W / 1 1 / 4 " M I N . E M B E D M E N T # 9 X 2 1 / 2 " P H I L L I P S F L A T H E A D W O O D S C R E W # 8 X 2 " P H I L L I P S F L A T H E A D W O O D S C R E W # 9 X 3 / 4 " P H I L L I P S F L A T H E A D W O O D S C R E W 1 " O . A . I G N O N - I M P A C T F R A M E B Y O D L L O C K S E R I E S 4 0 0 D E A D B O L T S E R I E S 7 8 0 1 " O . A . I G N O N - I M P . S M A R T F R A M E B Y O D L 3 / 4 " O . A . I G N O N - I M P A C T V E N T U N I T B Y O D L F L A T L I T E K I T A D A T H R E S H O L D S U R F A C E B O L T S A N D O D L S M A R T F R A M E + 6 0 M A T E R I A L Q T Y . W O O D A S R E Q . W O O D A S R E Q . W O O D A S R E Q . S T E E L A S R E Q . S T E E L A S R E Q . S T E E L 2 0 R 4 S T E E L A S R E Q . S T E E L 2 2 O R 4 4 P o l y p r o p y l e n 1 O R 4 S T E E L 1 S T E E L 1 P o l y p r o p y l e n 1 O R 4 P o l y p r o p y l e n 1 A L U M I N U M 1 A L U M I N U M t : ; I l l . . J . . J ( ! ) . . J z : : : : , ~ L L t ; ! § c . . ~ : : E C l ~ ~ I l l ' z z : : E O ; : i 0 0 0 ~ q z , b u . . i X i r i c c . 0 . . J C I 3 : : , . : . , w z . . J . . . . . I l l • < w . . w w < > : : t i I - 0 1 / l Q ~ z C l I . . J ~ w ' " z 0 w ~ ( ! ) : ! : / 2 0 / 2 0 1 2 O N E , G . L U B B E C K E S . S A F F E L L 151/2"MAX. FRAMElYP. NON-IMPACT LITE SEE SHT. #3 ( I } M U L L P O S T S U R F A C E B O L T S N O T R E Q U I R E D F O R A P P L I C A T I O N S R E Q U I R I N G D P - 5 5 O R L E S S 8 - 4 X 6 - 8 E L E V A T I O N D O U B L E D O O R W I 1 - 2 S I D E L I T E S ( O X X O ) F g 1 / 2 " M A X . F R A M E n - 7 4 " M A X . F R A M ~ 1 5 1 / 2 " M A X . F R A M E l Y P . " - / < e " ' " ' I N A C T I V E 7 - 2 X 6 - 8 E L E V A T I O N D O U B L E D O O R W I 1 - 2 S I D E L I T E S ( X X O O R O X X ) 53" MrAX. FRAME r 7 F 1 5 1 / 2 " M A X . r ~ ~ ~ - ~ - 1 F R A M E 7 - F R A M E l Y P . F R A M E l Y P . 5 3 " M ~ f 1 3 7 1 / 2 " M A X . I ~ c i F R A M E • _ j ~ - FIX 8 e 4-2 X 6-8 ELEVATION DOUBLE (OX) l r = ' ~ ~ ~ l r = ' = i l 0 " ' 4 - 2 X 6 - 8 E L E V A T I O N D O U B L E ( X O ) " ' 0 " ' / ' A C T I V E F I X E 5 - 4 X 6 - 8 E L E V A T I O N T R I P L E ( O X O ) 0 L t ) ~ c o ~ C ' ) c i _ j c i " < t ~ - • ' I ' □ □ ~ 1 9 5 / 8 " M A X . D . L . O . 3 - 0 X 6 - 8 E L E V A T I O N V E N T L I T E ( X ) I I I I I I / ] z 0 ~ ~ w • B Y : G . L U B B E C K E BOX SIDELITE MULL MAX. 4 UNITS EXAMPLE:OXXO,OXO,OX 6 - # 8 X 2 " P F H S C R E W A T EA C H M U L L I O N T Y P . = ~ l F I X E D U T T 0 . ~ ~ ~ t o s : t ~ L A P P L Y D A P A L E X P L U S S I L I C O N E O R E Q U I V . B E T W E E N J A M B S B E F O R E M U L L I N G A C T I V E 6 " M A X . D . L . 0 . B 3 0 . J c i ~ : : i : i , , c o ~ B 3 O D L 1 " O . A . N O N - I M P A C T 1 - 2 X 6 - 8 S H O W N i , , c o 2 1 " M A X . D . L . 0 . ~ B 3 O D L 1 " O . A . N O N - I M P A C T 3 - 0 X 6 - 8 S H O W N L j - 1 9 5 / 8 " M A X . D . L . O . - - j 0 . J c i ~ : : i : ! ! ! : ! L O L O ~ ! r • I 0 . J c i ~ : : i : c o i - i ~ . . . . . . . . - - C 3 s : t ~ t ~ C 3 O D L 3 / 4 " O . A . V E N T L I T E N O N - I M P A C T 1 / 8 " T E M P E R E D G L A S S 1 / 8 " T E M P E R E D I N T E R I O R 3 / 4 " 0 . A . G L A S S ~ 1 / 2 " A I R G A P ~ ~ J _ j 1 3 / 8 " 1 " M A X . 3 / 4 " A J S P A h E 3 / 8 " M I N . G L A S S B I T E D E T A I L 8 3 1 1 / 2 " 3 / 4 " A J S P ) C E 3 / 8 " M I N . G L A S S B I T E D E T A I L 8 3 O D L N O N - I M P A C T G L A Z I N G D E T A I L N O N - I M P A C T G L A Z I N G D E L t D E T A I L A 3 ( 6 ) F A S T E N E R L O C A T I O N S A T D O U B L E - B A C K J A M B A T T A C H M E N T 1 / 8 " T E M P E R E D G L A S S D E T A I L S E A L A N T 2 0 1 / 2 " M A X . D . L . O . W I D T H 6 2 5 / 8 " M A X D . L . O . H E I G H T 3 - 0 X 6 - 8 , 6 - 0 X 6 - 8 1 / 8 " T E M P E R E D O N E G . L U B B E C K E ~ S ' t i l ~ ~ ~ n l ! l t ~ ~ : S . S A F F E L L N G N o . : ~ ~ ~ 7 1 1 A 0 0 8 7 3 0 I J 1 1 1 \ ~ . S H E E T 3 O F 7 r [I)1"MIN. L 8 4 X HINGE DETAIL: ~ TOP = 6 SCREWS (ITEM #8), 2 SCREW S ( I T E M # 6 ) CENTER = 8 SCREWS (ITEM # 8 ) BOTTOM = 8 SCREWS (ITEM # 8 ) S E E N O T E # ? ~ : d l & ' H " 1 " M I N . ( I J 1 O N S H E E T 1 ✓ I 1/4" MAX. 1 / 4 " M A X _ _ : _ j 11/2"MIN. SHIM S H I M 1 1 / 2 " M I N . EMBED. E M B E D . INSWING LATCH JAMS AT FRAME I N S W I N G H I N G E J A M B A T F R A M E HORIZONTAL CROSS SECTION H O R I Z O N T A L C R O S S S E C T I O N RAIL I · / . / \ . . I o~~~:r·/-;/' \ --, EXTERIOR l_ 11/2"MIN. EMBED. ,---' ' ' ' r I '~,'!,';,,~~ 1" M I N 1 - - - INSWING OPERATING U N I T WI OPTIONAL SURFACE S O L T VERTICAL CROSS SEC T I O N 2 E X T E R I O R I N T E R I O R I N S W I N G O P E R A T I N G U N I T W I O P T I O N A L S U R F A C E S O L T V E R T I C A L C R O S S S E C T I O N H E A D J A M B 1 1 / 2 " M I N . E ~ ~ : ; 1 ; = : ~ ~ f f l ~ ~ ~ f / 1 / 4 " " - / ~ . / y . = - > c . L . . L J M A X . S H I M S E E N O T E # ? E X T E R I O R I N T E R I O R O N S H E E T 1 1 5 1 3 / 4 " M I N . I N S W I N G F I X E D U N I T V E R T I C A L C R O S S S E C T I O N H E A D J A M B E M B E D . ' - " " " ' = - - ~ B - - - - - - - - - ' = - - j 1 " C T I 1 " M I N . 1 - - - - ~ 1 - - - - S E E N O T E # 7 E X T E R I O R O N S H E E T 1 I N T E R I O R I N S W I N G O P E R A T I N G U N I T V E R T I C A L C R O S S S E C T I O N H E A D J A M B _ , , , . - - - S E E N O T E # 7 Y O N S H E E T 1 / E X T E R I O R O P E R A T I N G U N I T V E R T I C A L C R O S S S E C T I O N A D A S I L L F I X E D U N I T H O R I Z O N T A L C R O S S S E C T I O N I N S W I N G S H O W N O P T I O N A L W O O D B O T T O M R A I L l _ _ 1 1 / 2 " M I N . E M B E D . [ I ) O P T I O N A L L Y , A N C H O R C A N B E P L A C E D I N N A R R O W S E C T I O N O F H E A D O R J A M B A S L O N G A S M I N I M U M E M B E D M E N T A N D E D G E D I S T A N C E A R E A C H I E V E D . [ I ) I T E M # 6 , ( # 9 X 2 1 / 2 " ) T W O S C R E W S T O B E I N S T A L L E D I N T O P H I N G E A T J O B S I T E , C L O S E S T T O W E A T H E R S T R I P . [ I ) A T S I L L , P L A C E A N C H O R I N S I L L B A S E M A T E R I A L F O R M A X I M U M S U P P O R T . I l l z ~ , 1 2 / 2 0 / 2 0 1 2 , N O N E e v , G . L U B B E C K E 1 1 M S H I 1 , . , \ I ' O P T I O N A L ' , W O O D ' { r . 1 " M I N . 1 1 / 4 " M I N . M I N . E M B . 1 " M I N . = - - 1 1 . . 0 ~ I I SEE N O T E # 7 ON S H E E T 1 I N T E R I O R S E E N O T E # 7 O N S H E E T 1 B O ~ ~ M O O E R I O R I I N T E R I O R ' · b , ! ! l ~ ! ! ! d c ' u S E E N O T E # 7 O N S H E E T 1 / N S W / N G O P E R A T I N G U N I T V E R T / C A L C R O S S S E C T / O N O P T I O N A L 1 X B U C K UNIT VERT/CAL CROSS SECT/ON HEAD JAMB #8 X 3 " P F H F O R S T R I K E P L A T E E X T E R I O R / N S W / N G F I X E D U N I T V E R T / C A L C R O S S S E C T / O N H E A D J A M B / N S W / N G O P E R A T I N G U N I T W I O P T I O N A L S U R F A C E B O L T V E R T / C A L C R O S S S E C T / O N H E A D J A M B # 8 X 3 " P F H F O R S T R I K E P L A T E 1"MIN INTERIOR 1"MIN. H I N G E D E T A I L : / N S W / N G O P E R A T I N G U N I T l _ _ V E R T / C A L C R O S S S E C T / O N 1 1 1 4 . , M I N W / O P T / O N A L S U R F A C E B O L T E M B E D . ERIOR T O P = 6 S C R E W S ( I T E M # 8 ) , 2 S C R E W S ( I T E M # 6 ) 1"MIN. 1"MIN. SEE NOTE#7 ON SHEET 1 FIXED UNIT HORIZONTAL CROSS SECT/ON /NSW/NG SHOWN Ir 1"MIN. E E N O T E # 7 S 1 / 4 " M A X . 8 C E N T E R = 8 S C R E W S ( I T E M # 8 ) X B O T T O M = 8 S C R E W S ( I T E M # 8 ) 7 7 1 " M I N . < : I 1 " M I N . [ D 1 " M I N . 1 " M I N . 1 " M I N . S H I M l 1~- ~ 11/4"MIN. EMBED. 1 1 / 4 " M I N . E M B E D . 1 " M I N . NOTES: INSWING HINGE JAMB AT FRAME HORIZONTAL CROSS SECT/ON / N S W / N G L A T C H J A M B A T F R A M E H O R I Z O N T A L C R O S S S E C T / O N (DOPTIONALL Y, ANCHOR CAN BE PLACED IN NAR R O W S E C T I O N O F H E A D O R J A M B A S L O N G A S M I N I M U M EMBEDMENT AND EDGE DISTANCE ARE ACHIEV E D . C O N C R E T E / M A S O N R Y B Y O T H E R S 1 1 / 2 " M I N . E M B E D 1 " M I N . 1 " 1 " M I N . 1 " M I N . ([}ITEM #6, (#9 X 2 1/2") TWO SCREWS TO BE INSTA L L E D I N T O P H I N G E A T J O B S I T E , C L O S E S T T O W E A T H E R S T R I P . [[}AT SILL, PLACE ANCHOR IN SILL BASE MATERIA L F O R M A X I M U M S U P P O R T . ( N O T U S E D F O R S I N G L E D O O R ) O P T I O N A L M A S O N R Y / C O N C R E T E I N S T A L L C R O S S S E C T / O N O F H E A D J A M B O R S I D E J A M B . , , . - . . . . W O O D • . . - - . O P T I O N A L _ - - - { B O T T O M E X T E R I O R ( ½ N T E R I O R R A I L 1 - - ' , , , , , . t , , , , , , ~ 1 1 / < I / N S W / N G F I X E D O R O P E R A T I N G U N I T V E R T / C A L C R O S S S E C T / O N l - - = - 1 " M I N - - - t - - - - l 1 " M I N B Y : G . L U B B E C K E NOTE: SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED -1 •i--6"TYP. 0 . : 1 4 9 " M A X . O . A . F R A M E • L ~ - 6 " T Y P . I 1 = 1 1 2 - 0 X 6 - 8 I N S W I N G ( 6 0 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) I I J j f b I I I 112 1/2" MA X F R A M E • 1 _ & > ~ _ 6 " T Y P , - j L l ~ o . : ~ ~ 0 . : ~ 7 5 " M A X F R A M E - i ~ I 1 6 " T Y P . - 6 " T Y P , - j t I = ( . . ) ~ o . : ~ ~ = ( . . ) " " ' . . . - o • G' z §: I ll I I t i l i 1 l " " ' . . . - o l I I l i l ~ u en z :::::., of I I 1 X I f O I I I I I - - 9-0 X 6-8 INSWI N G (46) ANCHOR LOCA T I O N S (FROM EDGE OF F R A M E ) t X I f 0 I I I I ( 3 2 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) t 8 - 4 X 6 - 8 I N S W I N G ( 4 4 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) r : 9 " T Y P . r 9 " T Y P . ] 1 6 " T Y P . 3 . - J 6 " T Y P . r 1 H 3 " ~ , ± o ± ± t ~ D E T A I L A 6 ( 1 2 ) A N C H O R L O C A T I O N S A T M P O S T O ( 3 - , 1 2 / 2 0 / 2 0 1 2 , N O N E • B Y , G . L U B B E C K E 37 1/2" MAX. O.A. FRAME 0.: ~ w I LL ~ ~ NOTE: ~ SHIM FOR SUPPORT AT .,... OR NEAR EACH ANCHOR co IS REQUIRED L .-::t;l;=6"=!= ; T Y = P = . ~ I j l X I ---- - - - - - - 1 0 . : E ! 3-0 X 6-8 IN S W I N G t (15) ANCHOR L O C A T I O N S 6 - 0 X 6 - 8 I N S W I N G 1 0 . : 6 " T Y P . E ! ~ ~ ~ o . : c o ~ ~ l = c j v . . . - o t 6 " T Y P . 1 0 . : I A 6 ~ I ? E ! t 9 - 0 X 6 - 8 I N S W I N G SIDELITE / ACTIVE PANEL (F R O M E D G E O F F R A M E ) ( 3 2 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) ( 4 6 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) 15 1/2" MAX.O.A. FRAME 3"TYP. ~ _t53" M A X . O . A . F R A M E ; - ! _ ~ 6 8 1 / 2 " M A X . O . A . F R A M E l ~ ~TYP. I'~ ~ I I j ' T Y P . . I ~ 3 " T Y P . ~ - _ J c.. ~ ~ 0.: w ~~ ~ -cj <( :.i-. Cl:'. ..-o LL _L ~ ~ 0 r ,...........,1 1-2 X 6-8 SIDELITi"T (14) ANCHOR LOCATIONS (FROM EDGE OF FRAME) t I c o ~ 7 ~ 1 j o I X 1 ~ I ~ 0 . : ~ ~ = c j v . . . - o 4-2 X 6 - 8 I N S W I N G (24) AN C H O R L O C A T I O N S (FROM E D G E O F F R A M E ) ~ " ~ P . " l Y P . 3 " 1 Y P . - l 0 X 7 j o I ~ C o j I X I I 5 - 4 X 6 - 8 I N S W I N G ( 3 0 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F F R A M E ) t c o ~ 1 1 ~ 0 . : ~ ~ = c j " ' " · . . - o 2 - # 8 X 3 " P F H S C R E W l T ~ 0 . : ~ ~ = c j v . . . - o ( 3 8 ) A N C H O R L O C A T I O N S ( F R O M E D G E O F M E j DETAIL B7 I I T T l I I ~ C W ) 1 - B O T T O M S H O O T B O L T I N S E R T P L U G (12) ANCHOR LOCATI O N S ATASTRAGAL D E T A I L C 7 1 - T O P A S T R A G A L ( 6 ) A N C H O R L O C A T I O N S A T M U L L D E T A I L D ? S T R I K E P L A T E P O S T O R D O U B L E - B A C K J A M B S H E A D E R S T R I K E P L A T E 1 - 2 S I D E L I T E S O N L Y A T A S T R A G A L D E T A I L E 7 S I L L P L U G I N S E R T A T A S T R A G A L , 1 2 / 2 0 / 2 0 1 2 , , N O N E . e v , G . L U B B E C K E