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1952 W Sevilla Blvd RES21-0314 DoorOWNER:ADDRESS:CITY:STATE:ZIP: JENNIFER and ANTHONY PALHETE 1952 SEVILLA BLVD W 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: 169462 0435 SEVILLA GARDENS UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1952 W SEVILLA BLVD RESIDENTIAL WINDOWS/DOORS ONE DOOR $5279.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 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: 10/26/2021 PERMIT NUMBER RES21-0314 ISSUED: 10/26/2021 EXPIRES: 4/24/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 2 of 2Issued Date: 10/26/2021 PERMIT NUMBER RES21-0314 ISSUED: 10/26/2021 EXPIRES: 4/24/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $124.00 RES21-0314 Address: 1952 W SEVILLA BLVD APN: 169462 0435 $124.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R17821 $124.00 Printed: Tuesday, October 26, 2021 1:43 PM Date Paid: Tuesday, October 26, 2021 Paid By: LOWES HOME CENTERS INC Pay Method: CREDIT CARD 536948298 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17821 ~+; CENTRALSQUARE 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 1952 W SEVILLA BLVD 169462-043545-7 08-2S-29E SEVILLA GARDENS UNIT 02 Lot 36 5279.00 13541.4 Replacing 1 Back Patio Door size for size (904) 760-2658 ANTHONY PALHETE 1952 W SEVILLA BLVD Atlantic Beach FL 32233 Lowes Home Centers Pete Cafaro PO Box 781993 Orlando FL 32878(904) 570-0989 (904) 570-0989CGC1508417vwood063088@gmail.com N/A N/AXWC1647266 (FL)04/01/2022 Pete CafaroOct2021 14 RES21-0314 .,"''9 Building Permit Application : . ~ City of Atlantic Beach Building Department ~ 1 !);, 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 _______ _..; __________________ RElt __________ _ Valuation of Work (Replacement Cost) $. _______ Heated/Cooled SF _____ Non-Heated/Cooled. ____ _ • Class of Work: □New □Addition □A lteration □Repair □Move □Demo □Pool ~indow/Door • Use of existing/proposed structure(s): □Commercial ~esidential • If an existing structure, Is a fire sprinkler system installed?: □Yes □No • Will tree must submit se arate Tree Removal Permit 0 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 ________ State ___ Zip _____ _ Office Phone Job Site Contact Number _______________ _ State Certification/Registration ti E-Mail ______________________ _ Architect Name & Phone ti ___________________________________ _ Engineer's Name & Phone# ___________________________________ _ Workers Compensation Insurer _______________ OR Exempt o Expiration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or in stallation has co mmenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOl5, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be a dditional restrictions applicable to this property that may be found In the public records of this county, and there may be additional pennits requi r ed from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER 'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO ~DI UR ~~OMMENCEMENT. :" i ---~ ~ ----"'4---u------(S,g~re of Owner or Agent) (Signatu re of Contractor) Signed and sworn to (or affirmedl before me this day of l'-1 cxJ ,by ~~ - l I Personally Known OR ~Produced ldentificatio Type of Identification: --'-"---+-...,;L/c..a_:b=::._~___::eµ_;~ -"---::..r __ ..:.1'.·~7 { Signed and sworn to (or affirmed) before me this __ day of ____ _, ___ __, by_.,.-~.....,...,._.ff'r/,-A...,,.,.,,..-...------- ¥;J/{fJ)JJ (Signature of Notary) i.lf Personally Known OR [ I Produced Identification Type of Identification: ---~~f.:i,flpt..- 7/22/2021 Date Validated Date Pending FBC Approval Florida Building Code Online 12/09/2020 Date Approved 12/17/2020 f d Pro ucts Summarvo FL# Model, Number or Name Description 13541.1 A. Design Pro / Smooth Pro / Studio Single (X) Opaque Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL135~1 BlB C CAC ri!IQ112Q§.Ql-Bll,Rdf Approved for use outside HVHZ: Yes EL135~1 BlB C CAC ri!IQ112Q6-B1Q.Rdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions EL135~1 BlB II 135~1-l SS 2Q12-1Q-Ql.Rdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R18 AE PER2742.2 55 2020-12-07,P-df Created by Independent Third Party: Yes I 13541.2 B. Design Pro / Smooth Pro Single (X) Glazed Fiberglass Door, 3'-0" x 6'-8" and 3'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 Rl!.! C CA!:; NIQ11221.Ql-R1Q.ru!f Approved for use outside HVHZ: Yes FL13541 Rl!.! C CA!:; NIQ11221-Rll.ru!f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R18 II 13541,2 SS 2Q12-1Q-Ql,ru!f Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R18 AE PER274J.2 SS 2Q2Q-12-Q7.ru!f Created by Independent Third Party: Yes 13541.3 C. Design Pro/ Smooth Pro/ Studio Double (XX) Opaque Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R18 C CAC NI011907.01-R10,P-df Approved for use outside HVHZ: Yes FL13541 R18 C CAC NI011907-R10.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R18 II D015688-DP SP OPQ NI ASTM XX FBC 55 2019-12-12,P-df Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R18 AE PER2744.2 55 2020-12-07,P-df Created by Independent Third Party: Yes 13541.4 D. Design Pro / Smooth Pro Double (XX) Glazed Fiberglass Door, 6'-0" x 6'-8" and 6'-0" x Fiberglass 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL135~1 BlB C CAC ri!IQ112Q8.Ql-Bll,12df Approved for use outside HVHZ: Yes EL135~1 BlB C CAC ri!IQ112Q8-Bll,12df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/30/2026 Other: Installation Instructions FL13541 R18 II D015689-DP SP GLZ NI ASTM XX FBC 55 2019-12-12,P-df Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL13541 R18 AE PER2745.2 55 2020-12-07,P-df Created by Independent Third Party: Yes 13541.5 E. Design Pro/ Smooth Pro/ Studio Single with side lite(s) (X,O/ O,X/ O,X,O) Opaque Fiberglass Fiberglass Door, 9'-0" x 6'-8" and 9'-0" x 8'-0", Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL13541 R18 C CAC NIQ1121Q.Ql-Rll.ru!f Approved for use outside HVHZ: Yes FL13541 R18 C CAC NIQ1121Q-Rll.ru!f Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 03/30/2026 Other: Installation Instructions https:l/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeeZaoNzG36psAMw5%2bzBiYqr15gqtydA%2flhw%3d%3d 2/3 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 1 9 . 1 2 . 1 2 1 3 : 1 9 : 1 2 - 0 5 ' 0 0 ' ELI E N & DO O R S DESIGN PRO/ SMOOTH PRO FULL L I T E NON-IMPACT FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZON E ( H V H Z ) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY W I T H T H E C U R R E N T INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLO R I D A B U I L D I N G C O D E (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: • ASTM E330-02 • ASTM E283-04 • AAMA 1304-02 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A M A I N W I N D F O R C E RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PROD U C T L O A D S T O T H E FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD F O R T H E P R O J E C T O F INSTALLATION. 3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACT U A L C O N D I T I O N S F O R A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQ U I R E M E N T S D E T A I L E D HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS F O R U S E W I T H T H I S DOCUMENT. 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS R E Q U I R I N G I M P A C T RESISTANCE. 5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLA Z I N G D E T A I L S . 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRI D , B L I N D S B E T W E E N GLASS, DECORATIVE, AND EXTERNAL AND INTERNAL WROUGHT IRON. RADIUS (SHAPED) L I T E S A R E Q U A L I F I E D FOR 61-811 DOORS AT DP +/-50 PSF ONLY. 7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9 . 0 P S F . R E M A I N I N G SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQU I R E S T H A T P R O D U C T MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCAT I O N P R O T E C T E D B Y OVERHANG SUCH THAT OVERHANG (OH) RATIO= OH LENGTH+ OH HEIGHT IS:.?: 1.0 TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GEN E R A L N O T E S 2 A TYPICAL ANCHOR LAYOUTS AND NOTES 3 -OPTIONAL 2X BUCK ANCHORING DETAIL S 4 -VERTICAL ASSEMBLIES 5 A HORIZONTAL ASSEMBLIES 6 A GLAZING DETAILS 7 -WOOD SUBSTRATES 8 -CONCRETE SUBSTRATES 9 A COMPONENTS & BILL OF MATERIALS I - = = G 0 0 I . O - . . . . . . _ . - I L U . - I - ; : ; : ; - : : c r - - , . - I L U ~ " : : ? : l ! : 1 C l " I < ( z . . a : - l ! : 1 L L . s z . I l l > < ( I - ; > • : : : : > I l l 0 o Z X - < ( : : ? : C O N F I G U R A T I O N C D T Y P . E L E V A T I O N 1 6 ' - 8 " D O O R H E I G H T E B T Y P . E L E V A T I O N 2 8 ' - 0 " D O O R H E I G H T N O T E : I N A C T I V E A N D A C T I V E D O O R P A N E L O R I E N T A T I O N I S I N T E R C H A N G E A B L E . M A X . O V E R A L L D E S I G N P R E S S U R E ( P S F ) N O M I N A L S I Z E I N S W I N G O U T S W I N G W I D T H H E I G H T P O S . N E G . P O S . N E G . x x 6 ' - 0 " 6 1 - 8 1 1 S O * s o S O * s o X X R A D I U S 6 ' - 0 " 6 1 - 8 1 1 S O * s o S O * s o x x 6 ' - 0 " 8 ' - 0 " S O * s o S O * s o * S E E G E N E R A L N O T E 7 , S H E E T 1 , F O R W A T E R I N F I L T R A T I O N A P P R O V E D S I L L S . I l l z L L . Q < e ! ; ; j : ~ u a : 0 0 - - ' O L U 0 l ! : 1 a : Z L U : i : c . . M z L L . Q < e I - L U < ( . . . J u a : 0 0 - - ' O L U 0 l ! : 1 a : z L U : i : c . . , ; I " M I S S I L E I M P A C T R A T I N G N O N - I M P A C T N O N - I M P A C T N O N - I M P A C T P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ . . . . : : ' . i V ) > ~ C l r - , . . . - . a , - . I L U ~ ~ ~ 1 5 - . I z I - : : , l . ! ) 0 ~ 0 c v ; , ~ I . I . . a : : , N 0 Q i n z 0 ~ c o : i 2 c . . . . . J 0 0 - : t t ; L U . . . . J U J < ( ; : : : ; ' . . . . > £ u . ' < t ' < t 0 < ( 5 : i : : : e ! : ! ! . ; : c : ~ . . c : : : t - . . x 5 ~ V ) L U " < ( : i : : : < ( ~ : : i : c . . u . Q - ; - z z M S ~ C : Q L U > £ ~ Q I - l . ! ) o : c : < ( 0 z : a : : > z a . . ~ < ( ~ ~ C : L U . . ~ i ~ V ) i a . . . . J L U < ( c : : : a u : : J a . V ) ~ ~ ~ ~ , . i . j c : : : ~ ; . . . J a . ~ I - i = R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / f J M c s s J R , , s s S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 1 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). M A X I M U M A L L O W A B L E SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. S H I M ( S ) S H A L L B E A NON-COMPRESSIBLE COMPOSITE OR BETTER. 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BU T N O T L I M I T E D T O STUCCO, FOAM, BRICK VENEER, AND SIDING. 4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSIO N R E S I S T A N T M A T E R I A L OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANC E W I T H A N C H O R MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCH O R S I N T O M O R T A R JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORT A R J O I N T I N T O F A C E SHELL OF BLOCK. 6. FOR 2X STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME A S F O R 2 X B U C K CONCRETE/MASONRY CONSTRUCTION. 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE M A T E R I A L S W I T H T H E FOLLOWING PROPERTIES: A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM C O M P R E S S I V E S T R E N G T H OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRES S I V E S T R E N G T H O F 2 0 0 0 PSI. D. HOLLOW BLOCK CMU -UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM C O M P R E S S I V E S T R E N G T H OF 2000 PSI. 8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLU D I N G A N C H O R LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING. 9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LO N G A S M I N I M U M EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ANCHOR TABLE 6'8" D O O R S 8 ' 0 " D O O R S ANCHOR TYPE ANCHOR SUBSTRATE MIN. SIZE EMBEDMENT WOOD SCREW #10 2XWOOD BUCK 1-1/2" OR FRAMING ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8" -CONC. 1-1/4" -CMU ITWTAPCON 3/16" CONCRETE/CMU 1-1/4" DETAIL B2 1-BOTTOM SHOOT ASTRAGAL ONLY INSERT PLUG BOLT INSERT PWG W/ STD. REINFORCEMENT PLATE (INSTALL IN SILICONE BED UNDER REINFORCEMENT PLATE) MIN. EDGE DISTANCE MAX.O.C. SPACING AT JAMBS 3/4" 17-1/2" 2-1/2" 17-1/2" 1" 17-1/2" l" 11-5/8" NOTE: INSERT PWG INTO BED OF SILICONE DETAILC2 TYP. ASTRAGAL INSERT PLUG WITH MUL Tl-POINT STRIKE LOCATION (INSWING ONLY) # O F # O F A N C H O R S A T M A X . O . C . A N C H O R S A T H E A D / S I L L S P A C I N G A T H E A D / S I L L C L U S T E R S J A M B S C L U S T E R S 4 1 7 - 1 / 4 " 4 4 1 7 - 1 / 4 " 4 4 1 7 - 1 / 4 " 4 8 1 4 - 3 / 8 " 6 D E T A I L E 2 AS T R A G A L O N L Y S T R I K E S T R I K E P L A T E S E E T A B L E F O R Q T Y . U ) I - : : : c = = ~ w C O I D - . . . J - . . . . . . - 1 w . - 1 ~ : : : c c a ~ . - 1 w ~ . . r , . . ~ e r : : ~ C ' I < ( 0 z . . e r : : : : : c - ~ L L u : s : z . z V I § : < ( < ( I - . : : : ) V I 0 w o z x w - < ( V I ~ 1 - S T R I K E P L A T E H O P P E # 2 0 9 8 9 4 5 D E T A I L F 2 T Y P . A S T R A G A L / M U L T I - P O I N T S T R I K E L O C A T I O N 4 - # 9 X 2 1 / 2 " P F H P F H S C R E W S ®INSWING SILL SECTION VIEW 2 SEE DETAIL B2 OR CZ ABOVE P L A T E F R O M H A R D W A R E K I T ® O U T S W I N G S I L L S E C T I O N V I E W 2 S E E D E T A I L E 2 O R F 2 A B O V E . - - - - 7 4 " M A X . O . A . W I D T t - t - - - - . D E T A I L H 2 T Y P . T O P A S T R A G A L O N L Y S T R I K E P L A T E - - L O C A T I O N e • y A 2 D 2 w . . . J c a ~ e r : : 0 : : : c u z < ( w w V I N O T E : I N A C T I V E A N D A C T I V E D O O R P A N E L O R I E N T A T I O N I S I N T E R C H A N G E A B L E . D E T A I L l 2 T Y P . T O P A S T R A G A L / I - - - F - = = - = = - - - - - 1 M U L T I - P O I N T S T R I K E L O C A T I O N I N S W I N G S H O W N O U T S W I N G S I M I L A R 2 - # 9 X 2 1 / 2 " P F H S C R E W S P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ . . . . : ' . i , g C l r - , . . - < e n . . . . . . V ) ~ ~ ~ g . . . . . . L U ~ I - ~ o r r ~ I . I . . a : : ' N 0 0 0 0 ~ 0 0 : 2 z c . . . . . J 0 0 - ~ t : ; L L J < ( ; : : : . ~ > < : u . " " ' " " ' C l : ' . : 5 : : c : , ! ! 1 . ! ! l ~ ~ z i - . . x r - , . < ( : : c : < ( 0 ~ < C f ! ? ~ c . . u . o - . V ) m : ' . : 5 ~ ~ I - > < : ~ o : : : : > 0 ~ 0 z : c t : > C l . . < C ~ ~ ~ . . . . . J ~ a : ~ i ~ 0 a : : : c u z ~ ~ < C ~ ; u . . i . . . J ~ I - i = R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M T H I S D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / f J M c s s J R , , s s S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 2 r 11/4" MIN. EMBED TYP. ' w'. .. ~ I-C !!! •' ~ ~l w,C . 1 ·: ·; X . ·-·. : .. ~ w'. I ~ I-,,; .. ... C !!! , ,, w,C .. SEE TABLE t 2XWOOD BUCK CD2X WOOD BUCK INSTALL. 3 CROSS SECTION NOTES: 4 1 / 2 " T Y P . 4 1 / 2 " T Y P . 0 . : ~ 1 1 / 2 " O F F S E T T Y P . , S . 7 - ' ' ' ~ ~ h = = ! ~ = : : : : ± I F = : : : : : : ! q : : : : : ! : : : = = : : : : : : i ± : : = : : : : : : l : ~ - - - - - 1 , ~ ~ m . . . . _ _ z ~ •1-----------1•1-- 1 ~ o c~--~ i ...»~-. -4 ~-H - - ~ H---l~------1 2X WOOD BUCK I N S T A L L . - 1 @ T Y P . A N C H O R L A Y O U T : r P T I O N A L 2 X B U C K I N C O N C R E T E / M A S O N R Y ~ w e l l w . . . J . . . . _ _ e l l . . . _ _ ~ w w / A N C H O R T Y P E A N C H O R S U B S T R A T E S I Z E ANCHOR PER BUC K A N C H O R T A B L E I T W T A P C O N 1 / 4 " C O N C R E T E / C M U (!)2X WOOD BUCK I N S T A L L . 3 SIDE VIEW E L C O U L T R A C O N 1 / 4 " C O N C R E T E / C M U 1. 2X BUCK IS NOT FOR INSTALLATION AT SILL. THRESHOLD SHALL BE FASTENED IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. 2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 4/3. 2 X B U C K A N C H O R T A B L E 6 1 8 1 1 D O O R S M I N . M I N . E D G E M I N . C E N T E R D I S T . T O T O C E N T E R E M B E D M E N T S U B S T R A T E D I S T A N C E M A X . O . C . S P A C I N G A T J A M B S 1 - 1 / 4 " 2 - 1 / 2 " 4 " 2 5 " 1 - 3 / 8 " - C O N C . 1 " 4 " 1 - 1 / 4 " - C M U 2 5 " 8 ' 0 " D O O R S M A X . O . C . S P A C I N G A T J A M B S 3 0 - 1 / 4 " 3 0 - 1 / 4 " w . . . J I - i = P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ ~ u - : : : : , ~ C C L U x o N ( . ! ) . . . . . l z < C - z a : : o O - : r : I - u a . . z 0 < C R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I C A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I C S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S . F < l ~ L I S I 1 1 / 1 , ~ T J < I S D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 3 I N T E R I O R ; . . . . 0 0 . . . i OPERABLE HEAD E D O P E R A B L E S I L L i l l OUTSWING SHOWN -INSWING SIMILAR ffi OPERAB L E A D A S I L L INSWIN G / O U T S W I N G I N S W I N G E D O P E R A B L E S I L L O U T S W I N G O P T I O N A L A F C O H - 4 9 7 O P E R A B L E S I L L O U T S W I N G P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ . . . . . - , @ - . J C r , . . . - . a , - . J : : ' . i ~ ~ @ - . J : ) e a r , ; , ~ L I . . a : : • N 0 0 ( / ' ) 0 ~ 0 0 : 2 c . . . . . J o o _ ~ t : ; w L U < ( ; : : : . n : : : : i ~ L L ' < I ' ' < I ' : : 5 : : c : ~ ~ ~ ~ c c r , . . ! ; i : : : i : : ~ 0 ~ ~ ~ : : : i : " - L L 0 ; - w m : : 5 ~ ~ ( / ' ) ~ ~ o ( / ' ) 0 ~ c : x : z : . . . . J Q : : c : x : 0 . . ~ ~ ~ u I . ! ) I - ~ ; - c : : : : ~ w 0 > ~ ~ w ~ ; - - ' I i - ) I - ~ R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D m O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R 0 8 I ! ' i l l - L L P R E P A R E S I T E S P E C I F I C D ) R ~ ' I / I S D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 4 MEETING STILE OUTSWING SHOWN -INSWING SIMILAR H I N G E S C H E D U L E H I N G E D E T A I L A T J A M B : DOO R H E I G H T Q U A N T I T Y P L A C E # 9 X 2 - 1 / 2 " P F H S C R E W N E X T T O W E A T H E R S T R I P 6 1 - 8 1 1 8 ' - 0 " 3 4 \ 1 - # 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 3 - # 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 4 - # 9 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 U S E 3 / 4 " L E N G T H F O R 6 1 - 8 1 1 D O O R S U S E l " L E N G T H F O R 8 ' - 0 " D O O R S HIN G E J A M B OUTSWING SH O W N - I N S W I N G S I M I L A R 4 - # 8 X 1 3 / 8 " P F H 1 - R E I N F O R C E M E N T P L A T E ~ H O P P E # 2 5 1 2 2 9 6 3 -#8 X 2" PFH ___,__ __ 1-MULTI-PT LOCK STRIKE PLATE D E T A I L A S H O P P E M U L T I - P T L O C K F A S T E N I N G 1 3 - # 8 X 1 3 / 8 " P F H ( 6 - 8 U N I T S ) 1 5 - # 8 X 1 3 / 8 " P F H ( 8 - 0 U N I T S ) C O M E S W I T H H A R D W A R E H O P P E M U L T I - P O I N T L O C K T O P R E I N F O R C E M E N T P L A T E - A C T I V E P A N E L O N L Y P R E P A R E D B Y : ~ B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ . . . . : : : J d i l 0 r - - . . . . a , . . . . . . : : : ; ~ ~ f i l . . . . . . ~ V , C C 0 ' 1 1 ~ L U I ; : , N 0 0 ~ c o ~ 0 : : : J D . . . . . J 0 0 - Q : : I - l J J < C ; : : = j ' o r - 1 c a : . , : u . . , ; t , ; t Q . . u : : ? i : 5 : i : : : e e ~ ~ r - - ! . i : : : i : x L U ~ ~ " - - ~ 0 ~ V , O ; - V , m : S ~ : c : < ( : . , : ~ o _ , J o : C : < ( z : Q : : I - Q . . z ~ ~ : c : 0 ( . ! ) N ~ ~ t n c : : : a 0 : : : c ~ ~ u . . i ~ ; . . . . I ~ I - j : : R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / T J M c s s } M S S S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 5 INTERIOR UJ . 1-z --00 ::i: V, 00 V, ....... :'.:5 m C> SEALANT UJ . 1-z --00 ::i: V, N v, -.....:5 .... \!) l" MAX. ~ 3/:" AIRSPACE DOW995 STRUCTURAL SEALANT EXTERIOR 1/8" TEMPERED GLASS 1/8" TEMPERED GLASS EALANT (])GLA~!~~M~~!a~,~?PTION 78 1/2" MAX D.L.O. HEIGHT 3-0 X 6-8 -DP 50 6-0 X 6-8 -DP 50 3-0 X 8-0 -DP 50 6-0 X 8-0 -DP 45 INTERIOR UJ . 1-z --00 ::i: V, 00 V, -.....:5 m C> l" MAX. 1 " M A X . 3 / 4 " A I R S P A C E I N T E R I O R N O T E : F R A C T I O N A L G L A Z I N G , I N C L U D I N G I N T E R N A L G R I D , B L I N D S B E T W E E N G L A S S , D E C O R A T I V E , E X T E R N A L A N D I N T E R N A L W R O U G H T I R O N A N D R A D I U S ( S H A P E D ) L I T E S A R E A P P R O V E D I N A L L G L A Z I N G D E T A I L S S H O W N A B O V E . 3 / 4 " A I R S P A C E E X T E R I O R l " M A X . I N T E R I O R ~ 3 / : " A I R S P A C E U J . 1 - z - - 0 0 : : i : V , 0 0 V , - . . . . . : 5 m C > G L A Z I N G D E T A I L F O R O V A L , S U N B U R S T , A N D R O U N D T O P S O N L Y I N 6 1 8 1 1 U N I T S A T D P + / - 5 0 P S F P R E P A R E D B Y : t ! j ' B U I L D I N G D R O P S , I N C . 3 9 8 E . D A N I A B E A C H B L V D . , S T E . 3 3 8 D A N I A B E A C H , F L 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u i l d i n g d r o p s . c o m ~ . . . . : : : J , g C l r - - . - < e n - . . . I ~ ~ ~ g - . . . I : : > ~ 0 r p ~ L L . 0 : : ' N 0 Q 0 ~ 0 0 l 2 ~ < ( ~ ~ 0 : I - V ' ) ~ L L ' I d " 1 1 1 1 d " a . . u : 5 : i : : : e ! ! ! . j : : ~ _ J i = = t - . . x r - - < ( : i : : : < ( Q ~ ~ : : i : 0 . . u . . m : ' . : 5 Q ; - L U ~ ~ C : C l ~ Q ( ! ) o c : z ~ 0 : z a . . N ~ ~ C : < ( ~ _ J ~ i t a ( ! ) C ~ ~ w ~ ; . . . J ~ I - i = R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L 0 6 / 1 2 / 1 4 R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M 0 9 / 0 4 / 1 9 T H E I N S T A L L A T I O N D E T A I L S D E S C R I B E D H E R E I N A R E G E N E R I A N D M A Y N O T R E F L E C T A C T U A L C O N D I T I O N S F O R A S P E C I F I S I T E . I F S I T E C O N D I T I O N S C A U S E I N S T A L L A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D E N G I N E E R O R A R C H I T E C T S H A L L P R E P A R E S I T E S P E C I F I C D O C U M E N T S R I T I S D O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 D G L / T J M c s s J R . . i s s S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 6 MIN. EDGE DIST. SEE TABLE SHEET 2 2XWOODBUCK WOOD ANCHOR SEE TABLE ON SHEET 2 HEAD (TYPICAL) OUTSWING SHOWN -INSWING SIMILAR MIN. EDGE DIST. SEE TABLE SHEET 2 EB OPERABLE SILL [I) OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEADORJAMBASLONGAS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OUTSWING SILICONE N . 9 _ _ _ _ , _ _ I i i : : c : , . . . . . , . . . , . . , . . . , . . . , ! C : : : : E ~ ~ f i l ~ w w u , M I N . E M B E D . S E E T A B L E S H E E T 2 W O O D A N C H O R S E E T A B L E O N S H E E T 2 J A M B ( T Y P I C A L ) O U T S W I N G S H O W N - I N S W I N G S I M I L A R ( 1 ) 2 X W O O D B U C K E B M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L H I G H B U M P O U T S W I N G A F C O H - 4 9 7 M I N , E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L I N S W I N G M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L A D A S I L L 2 X W O O D B U C K 2 X W O O D 8 U C K P R E P A R E D B Y : B U I L D I N G D R O P S , I N C . ! 1 9 1 1 E . D A N I A B E A C H B L V D . , S T E . 3 3 1 1 D A N I A B E A O i , F l 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 8 F A X : ( 9 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u l l d l l ' f l d n , p s . m m ~ . . . • o - . " ' _ , C r - . , . . . a , _ , ~ ° ' " ' i ~ I l l a : • N I - 0 " : ' a z a : ~ • N 0 0 ~ . . . J g s - : f t ; w < ; : : ; . . . " " . . . , ; . 5 : : 3 : i : : _ _ l ! l ; i : ~ . . . ~ : : c ~ 6 ~ i : : ? : : i : C L . . _ . . . . I " ' : : ! i ~ ~ ~ " " ~ o V , 0 C : z : f 0 l ~ 0 0 ~ 3 : Q t ~ ! : : : I - R E M A R K S B Y A d d M u l t i - P o i n t L o c k G L R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M E I N $ T A U A T I O N I I E T A I L . 5 D E S C : R l 8 E D H E R E I N . M E G E N E R N D M A Y N O T R E F U : c r A C T l J A L C O N D m O N S F O R A S P E C I f l 5 l 1 E . I F S I T E C O N D m D N S C A U S E I N S T A L I A T I O N T O D E V I A T E F R O M T H E R E Q U I R E M E N T S D E T A I L l : D H E R E I N . A L I C E N S E D E N G i N E E R O R A R O l l T ' E C T S H A U . P R E P A R E S I T E S P E C I R C D A T E : Q 2 . Q 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 7 MIN. EDGE DIST. SEE TABLE SHEET 2 N c~-r----P=-i----=r--:-.:-c-.-.::--~-::r-, i ~ '.:: :•• :·. ·. ~ ·_ ::E w .. : ~ ,. . . ' .. . .. . :-.. : ' : ~ •... •:: .•: :" "'· ..... ~ .. · .•.. : .. ~ ::!: w w -1-....____~~F=::l~~---'-;;'-'-~~;;r__. "' ~~;!!] c:i:::E~ CONCRETE ANCHOR SEE TABLE ON SHEET 2 HEAD TYPICAL CONCRETE/ MASONRY BY OTHERS 1XWOODBUCK (OPTIONAL) OUTSWING SHOWN -INSWING SIMILAR N . t.i Cw w ::c '.4 m.,, .4 ::!:w .4 w ..J "<I z!a! <I ' -1-' ::Ew w "' MIN. EDGE DIST. SEE TABLE SHEET 2 E]) OPERABLE SILL CI) OPTIONAU.Y, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. OUTSWING SILICONE CONCRITT/ MASONRY BY OTHERS N . t . i C w w : : c 1 1 : 1 " ' ~ w w . . J . m ~ ~ : : E w w " ' ( I ) l X W O O D B U C K I O P T I O N A L ) C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 . . · . · . - ~ . - ~ ~ - - . - · ~ - . , , . . . 1 1 o . 2 s " - H - M A X . S H I M C O N C R E T E / M A S O N R Y B Y O T I - I E R S M I N . E M B E D . S E E T A B L E S H E E T 2 J A M B T Y P I C A L O U T S W I N G S H O W N - I N S W I N G S I M l l A R C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 S I L I C O N E . 4 . < I < I . C O N C R E T E / M A S O N R Y B Y O T H E R S M I N . E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L H I G H B U M P O U T S W I N G A F C O H - 4 9 7 C B N · t . i O w w : : c I l l I l l : : ! : w W . . J , m ~ ~ : : E w w " ' C l ) < J C O N C R E T c / M A S O N R Y B Y O T H E R S M I N . C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 E D G E D I S T . S E E T A B L E S H E E T 2 O P E R A B L E S I L L I N S W I N G M I N . E D G E D I S T . S E E T A B L E S H E E T 2 C O N C R E T E A N C H O R S E E T A B L E O N S H E E T 2 S I L I C O N E C O N C R E T E / M A S O N R Y B Y O T H E R S O P E R A B L E S I L L A D A S I L L P R E P A R E D B Y : B U I L D I N G D R O P S , I N C . 3 9 1 1 E . D A N I A B E A Q i B L V D . , S T E . 3 3 8 D A N I A B E A C H , R . 3 3 0 0 4 P H : ( 9 5 4 ) 3 9 9 - 8 4 7 B F A X : ( ! 1 5 4 ) 7 4 4 . 4 7 3 8 W E B : w w w . b u l l d l n a d r q n . c u m ~ . . . . - , g - . I ~ t ; l r i ~ - . I ~ z 1 : i ! a : ~ ) E l 1 - 0 ' 0 l . l , . 0 a , : ~ N , n 0 5 2 . . . = i ~ : f b ! i : i ! ~ ~ : ; s : : c ~ ! ! l : t : ~ . . . . I . . . . . ~ : : i : : : ~ 1 5 ~ ~ ~ : : : E " - . . . . 0 . , . . r f ' l 5 ~ < ! V ) > , ! ~ o z o < : w : f I - l w ~ c : : : u t i z 0 , 0 u j I J . J . . . I I - j : : R E M A R K S B Y D A T E A d d M u l t i - P o i n t L o c k G L R e f e l l ! n c ; e D W G . # A 0 1 0 8 3 4 A A M U A L C O N D I T I O N S S I T l ' . I F 5 1 T 1 ' C O N D I T I O N S t A U 5 E I N S f A l l A T l 0 N T 0 D E V I A T £ F R O M T 1 1 E R E Q U I R E M E N T S D E T A I L E D H E R E I N , A L I C E N S E D E N G I N E E R O R A I I D i l T l ' C T 5 H A I . L P R E P A I I E S I T E S P E C I F I C O O C U M E N T . D A T E : 0 2 . 0 5 . 1 4 S C A L E : N T S D W G . # : D 0 1 5 6 8 9 S H E E T : O F 9 8 r P R E P A R E D B Y : " ' BILL OF MATERIALS ITEM# DESCRIPTION M A T E R I A L @ H O P P E M U L T - P O I N T L O C K - - F I N G E R - J O I N T E D P I N E _ [ l B U I L D I N G D R O P S , I N C . S O L I D P I N E 3 9 1 E . D A N I A B E A C H B L I I D . , M . 3 3 1 1 1 FRAME HEAD/JAMBS D A N I A B E A O I , F L 3 3 1 X l 4 L A M I N A T E D V E N E E R P H ; ( 9 5 4 ) 3 ! 1 9 - 8 4 7 1 L U M B E R F A X : ( 9 S 4 ) 7 4 4 . . 4 7 3 1 W E B : w w w . b u l l d l n p h p s . c o m C O M P O S I T E 2 ASTRAGAL, ENDURA ULTIMATE HURRICANE 6 0 6 3 - T 6 A L U M I N U M l i I ~ ~ . . (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) - < C ' ~ - . j c , . . . . . ! ' i i (NOT USED) - . j a : : : : a , i n 3 - s w I Z ) l t : V N ~ i , - 0 T 1 4 THRESHOLD I . I . a : ~ N ~ - 0 o _ , 1 . ! ! . ~ ~ < - ; = . " P 1 5 THRESHOLD I n f t ~ . . . . . , . . . , . - u . . : s ~ ~ ~ 6 1" O.A. IG TEMPERED NON-IMPACT GLASS - c ) . ; t : ~ 0 ~ ~ i f ~ - 6 ~ . . . . J ~ : s 7 AFCO H-497 THRESHOLD 0 , . . . . . . J ~ - J ~ ~ C C I 8 WEATHERSTRIP U R E T H A N E F O A M & [ I o □ ~ < ! : 0 P O L Y E T H V L E N E D 0 z c : : : : : : J : I : J f < C 9 NON-COMPRESSION SHIM (0.25" MAX. THK.) C O M P O S I T E ~ ~ V , I 10 2X WOOD (S,G. MUST BE 0,55 OR GREATER) W O O D ~ ~ H A N D L E ♦ ~ I - " P 9 H E I G H T t O z 11 1XWOOD (S.G. MUST BE 0,55 OR GREATER) W O O D ~ ~ C ) Q w @ 0 z #10 WOOD INSTALLATION SCREW W/ 11/2" MIN. EMBEDMENT i n i n Q ] 0 t 12 S T E E L N N e n 1 . n ~ c . . . . . . a , 0 ~ 13 CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3} S T E E L D C Q u . i 9 . . . . 0 ~ 14 BUTT HINGE (SEE SCHEDULE SHEET 5) - ~ u 15 LOCK SERIES 400 S T E E L f t R E M A R K S B Y D A T E 16 DEADBOLT SERIES 780 S T E E L ~ 0 A d d M u l t l · P o l n t L o c k G L 0 6 / 1 2 / 1 4 HOPPE MULi-POiNT HARDWARE HLS9000 c a R e f e r e n c e D W G . # A 0 1 0 8 3 4 A A M r B / 0 4 / l ! J 17 S T E E L e l l . . . (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) . i o _ , ODL LIPLITE KIT (NI) . ~ 18 P L A S T I C 0 . ~ 8 1 1 n c , . . . . . , . . . , . . . , . , _ . . , , _ . . , n c n c 1 r 1 u u : , g c r 1 ~ n 1 1 . 19 FLUSH GLAZING LEG F I B E R G L A S S - u : i ! A N D M A Y N O T R E R . E C T A C n W . C X > N D I T I O N S R l R A S P E a F K " 1 S I T E . I F S I T E ( X ) N o m o N S C A U S E I N S T A L L A T I O N T O D E V I A T E ODL LIPLITE KIT (RADIUS LITES) F R O M l H E R E Q U I R E M E N T S D E T A I L E D H E R E I N . A L I C E N S E D 20 P L A S T I C E N G l _ ! 4 ~ ~ 0 A A R C H I T E C . T H A l l P R E P ~ ~ ~ _ ! C J F I : - 21 FLAT LITE KIT A L U M I N U M , , ~ i f \ . , , , . , , , , 1 , . S · ~ , , ❖ 22 PU DOOR CORE - l f J ' . . . . . . ~ ~ ~ ~ . . • . . . , 23 ADA THRESHOLD - - c ) . ~ ~ . . · , f E r S - . ~ ' - ' . . . • 0 - . . ~ : N e . T 7 \ : . = * 1 . . , . = • : = 0 FRAME HEAD/JAMBS 0 0 i - • • • • EN DURA ASTRAGAL T H R E S H O L D 0 . 6 3 " I I ~ - 0 S ~ O F : C J : : : • - ~ • l . l . J . . VARIES, SEE BOM ABOVE ALUMINUM ~ ~ ~ 0 > \ O ~ . ~ @ ~ L_ i ~ ~ · - ~ ~ ✓ , . & - , • - ~ . . . , R E ~ ( ? , . . . ~ f,f f.J.3.'f ;(.??/.i~f j ~ t r-Ir!-0.06" i-- " ' • ' 1 1 1 1 1 - P . c . . N D , 7 , , ! f ~ R ! ~ , 3 " .., F B P E C E R T . - 1 . 2 9 5 7 8 i-L~ _J !II .... . ., l ... I 4 . 5 6 " - J <-1 • 4.563" l -id 0 A F C O H - 4 9 7 T H R E S H O L D @ A D A S I L L D A T E : 0 2 . 0 5 . 1 4 0 ~ 1.78" -THRESHOLD I 0 G U f J M c s s } M S S ~· I I ! I ~ e : : : , S C A L E : N T S ~ • : ; + . - • . · D 0 1 5 6 8 9 ~ - ; , ? ! ~ • - - D W G . # : I . . . . . . ~ . . . . ~ . / . I 4 . 6 2 " _ _ J 0 " ' I d S H E E T : O F 9 5.62" 9 \.. ~