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851, 855 Main St RES21-0193 WindowsOWNER:ADDRESS:CITY:STATE:ZIP: MARSHSIDE PROPERTIES 1655 SELVA MARINA DR ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: Golas Construction LLC 6318 Autlan DR JACKSONVILLE FL 32210 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170944 0010 ATLANTIC BEACH SEC H JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 851 MAIN ST RESIDENTIAL WINDOWS/DOORS 855 MAIN ST - 3 TWIN WINDOWS $3000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $109.00 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: 6/28/2021 PERMIT NUMBER RES21-0193 ISSUED: 6/28/2021 EXPIRES: 12/25/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/28/2021 PERMIT NUMBER RES21-0193 ISSUED: 6/28/2021 EXPIRES: 12/25/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $109.00 RES21-0193 Address: 851 MAIN ST APN: 170944 0010 $109.00 BUILDING $70.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $35.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 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: R16190 $109.00 Printed: Monday, June 28, 2021 3:58 PM Date Paid: Monday, June 28, 2021 Paid By: Golas Construction LLC Pay Method: CREDIT CARD 474072868 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16190 ~+; 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 RES21-0193 e Building Permit Appilication City of Atlantic Beach Buildir1g Department 800 Seminole Road, Atlantic IBeach, FL 32233 Phone: (904) 247-5826 Emaill: Building-Dept@coab.us Updated 10/9/18 ••ALL INFORMATION HIGHUGHTED IN GRAY IS REQUIRED. JobAddress: ff[J (8zi) lAf\f,aj c)'l' PermitNumber: _________ _ Legal Description lg -.3?t 1-q. -,? s -)l}E.. zeG I+ M 9 4of:[ H>T RE# IJO~{,:t4--00/f\ ,n .;2. N ft.OF, 1-O--Y .:3 «$~ 1?""t Valuation of Work (Replacement Cost)$ 3,<224? ...,o Heated/Cooled SF , , ~ i. Non-Heated/Cooled ~ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool Window/Door • Use of existing/proposed structure(s): □Commercial ~sidential • If an existing structure, is a fire sprinkler system installed?:· □Yes gi(o • Wil tree s be removed · sso iation with r osed ro· □No Describe In detail the type of work to be performed: ~~£ Pl Ac.£. r H /2£e Florida Product Approval # ~ 1.---( I 7 JO · C, for multiple products use product approval form Property Owner Information Name M ~ #1~ ft:ni-N-(f ~Qf!.-)%'1"~ ~!...C-Address __ ')..3()"-"'-=-=-0----"'-IM....,}Oti...u..;v?:..::'tJc..:Jftu.~-=D:;,i;pN~-C.;;....,...;.it'J)=;._..:;9'-c:i=t=-=j=O_._l _ City !l.)ef-C~C ~~tr-State_..&_Zip 3'::2.2~, Phone q't)4--g'.5~-EQO I E-Mail C,pe 51.l'i ev§Tt:,\Qf'r2l$~ -c.¢1/'J. Ow,:ier or Agent (If Agent, Power of Attorney or Agency Letter Required) __ ..::::::, _______________ _ Contractor Information Name of Company 6-0l,...IA~ ~-Z-\CU..Ct~ ~atifyingAgent --L UKA'>'2. /C.LVZ... Address (s>:5 lS DJl'r'll.f\:N <D~, ~?-.? /i[) City ::::m9:lt-State F°L-Zip 3;);}./ 0 Office Phone q04, -(f$ 'c-f;" IO 3 Job Site Contact Number __ ~~~~~-...... _________ _ State Certification/Registration#(,?('..... I ~36b 3 ~ E-Mail 0$ la41t'h ~~C,-L:llllA-tl .. tZ::;?t1 Architect Name & Phone # __ ..JJ.:.:,...A~----------------------------- Engineer's Name & Phone# ___ /\J;:.._fr....._ _______________ ......, ______ -r+-----,1---- Workers Compensation Insurer ______________ OR Exempt ?Expiration Date i'/21--/ :2 I Application is hereby made to obtain a permit to do the 1Nork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that alll work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a sepa1rate permit must be seCtJred for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable tel► this property that may be found In the publlc records of this county, and there may be additional permits required from other go11,emmental entitles such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing infor1mation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE 1·0 RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ULT WITHI YOUR LENDER OR AN ATTORNEY BEFORE / _ ____.::::::::_ ___ ~::::;:: ___ :2_:::....:__M_M_: __ ~-C-EM_ENT./4~~ ------·-------·- · Personally Know I I Produced ldentifica 10n 61 My Commission Expires- Februery 20, 2025 Type of Identification: ____________ _ RES21-0193 Permit Number _____ _ Tax Folio Number ____ _ NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF DOV AL THE UNDERSIGNED hereby gives notice that impr,ovcmcnl will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following info,rmation is provided in this Notice of Commencement. 1 \ AcL-il-N~? l$c:,T\~ 1. DescriptionofpropcrtyJStrcctaddress): ~51( B6"5J MA:}:I\) s-r ?iepl@&,Bgch FI,3226\t" 33 LegalDescription: (ff-J'f-,~ <U -;;qe 1 :;c:c t+ 1 AiB cS 't,O lOT ") /.J 4-0F't LD<;3 2. Gcncraldcsaiptionofimprovcmcnt: \.)J ·C,N\00W iea{'t.Al..~t..}§::('.. t,3i..'cGk l '3 / 3. Owner infonnation: a. Name and Address: 1M ~VZ. .btt cf c>W-C tf?t'C() ?f:Jl?:£A::i5 l--u:_.( ?-3 06) MA VC7t ~ ~ '7 a. Interest in property: ~""c9'-,--'IA..ht,'b£.l~s.,.c.· .. · ....... ---,--,--...,....-----------,cil> r r-i sv:Jt: v,1, ~ b. Name and address of fee s imple titkholder (other than owner): 4.a. Contactor's name and address: ~('.) L--~ ~ :&QC, -C µ,-,,5 LL<.... b. Phone number: ~ D l I -§.fi--R'li5$Fax mrmbcr: --------- S. Surety lnfonnation: a. Name and addRss: ____ ~,.::::...---------------- b. Phone Number: ,------,,,.Z'--_____ Fax Number: _______ _ c. Amount of Bond: ____ / __________________ _ 6. a. Lender's name and address:--------:;..-"'---------------a. PhoneNumbcr: ________________________ _ 7. Person within the State of Florida designated by ·Owner upon notices or other documents may be served as provided by 713.12(1) (a) 7. Florida Statutes. a. Name and address: ;:--'.:---:-;c--"'7~---------------b. Phooe.numbm of designated~ : _______________ _ 8. a. In addition to himself or herself; Owner designates --~"";:-,,--;,-,-----=-:-:--.------:--:--:--:--""'.::--of ____________ to re,:cive a of the L i enor's Notice as provided in Section 713.13(1) (b), Florida Statutes. b. Phone number of pcnon or entity de · 9. Expiration date of notice of commencement (the ,~n date is one (I) year from the date of ~rding Wlless a different date is specified) _____ __,.~-------------- WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFrER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PARTI, SECTION 713.13, FLORIDA STATVTES,ANDCAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A N tDTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE mE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDEll OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMEINCEMENT. U nder penalties or perjnry, I dedan tbat I have n,ad the rorqoln& and that the facts ltated in It are true to the best of my lmowled1e and belief. en ci ('\J r--~ ' -' LL 01 ,: "O o-i ci ('\J r--' -' LL _,,,. 8 ('\J 0 ~ 0 ('\J r---' LL -G; 0) C -~ "' 0 ' ;:!. 0) C ::, I QJ J:i ::, 0 0 ' "' ,: 0 "O C ~ 0 ('\J r--' -' LL -G; ro e 0.. 0.. <( ~ u ::, "O 0 ,t "' "O "§ ;:;: ' <( r:::-z LJ.J z <( ~ er:: LJ.J c.. "O 2 "' ·c; 0 "' "' <( :0" C -~ 0 <. er:: ASSCEIATED MATERI A L S INC OR PORAT E D 3773 ST ATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 3001/3801/3A01/3AB1 " S T " EXTRUDED VINYL DOUBLE HUNG "Replacement" W I N D O W "NON-IMPACT' GENERAL NOTES 7. This product has been evaluated and is in compliance with the 7th E d i t i o n (2020) Florida Building Code (FBC) structural requirements excluding t h e "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. A n c h o r embedment to base material shall be beyond wall dressing or stuc c o . 3. When used in areas requiring wind borne debris protection this pro d u c t i s required to be protected with an impact resistant covering that co m p l i e s with FBC Sections 1609.1.2 & R301.2. l .2. 4. For 2x stud framing construction, anchoring of these units shall be th e s a m e as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require f u r t h e r engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION Typical elevations, design pressures & general notes 2 Horizontal cross sections 3 Vertical cross sections 4 Buck and frame anchoring 5 Bill of materials. components and glazing detail F R A M E W I D T H I S E E C H A R T F O R X I - I ~ i i i I I w ; / / ~ < ( I C l < : I L L - C l < : 0 L L I - C l < : < ( I u w w V ) X I ; / / I I 3 6 . 0 " X 6 0 . 0 " 2 9 . 1 2 " X 2 5 . 6 3 " 3 0 . 1 2 " X 2 6 . 7 5 " 2 3 6 . 0 " X 7 2 . 0 " 2 9 . 1 2 " X 3 1 . 6 3 " 3 0 . 1 2 " X 3 2 . 7 5 " 2 3 6 . 0 " X 7 8 . 0 " 2 9 . 1 2 " X 3 4 . 6 3 " 3 0 . 1 2 " X 3 5 . 7 5 " 2 4 4 . 0 " X 7 2 . 0 " 3 7 . 1 2 " X 3 1 . 6 3 " 3 8 . 1 2 " X 3 2 . 7 5 " 2 4 8 . 0 " X 7 2 . 0 " 4 1 . 1 2 " X 3 1 . 6 3 " 4 2 . 1 2 " X 3 2 . 7 5 " 2 4 4 . 0 " X 7 5 . 0 " 3 7 . 1 2 " X 3 3 . 1 3 " 3 8 . 1 2 " X 3 4 . 2 5 " 1 4 4 . 0 " X 7 5 . 0 " 3 7 . 1 2 " X 3 3 . 1 3 " 3 8 . 1 2 " X 3 4 . 2 5 " 2 5 2 . 0 " X 6 2 . 0 " 4 5 . 1 2 " X 2 6 . 6 3 " 4 6 . 1 2 " X 2 7 . 7 5 " 2 4 8 . 0 " X 8 4 . 0 " 4 1 . 1 2 " X 3 7 . 6 3 " 4 2 . 1 2 " X 3 8 . 7 5 " 2 4 4 . 0 " X 9 6 . 0 " 3 7 . 1 2 " X 4 3 . 6 3 " 3 8 . 1 2 " X 4 4 . 7 5 " 2 5 2 . 0 " X 9 6 . 0 " 4 5 . 1 2 " X 4 3 . 6 3 " 4 6 . 1 2 " X 4 4 . 7 5 " 2 . I I ; ; / I I _ _ , I ; ; / I I ( / ) 2 : 1 : : ! C . . , Q 3 : : : c n z 0 L u a a . J z . o 2 ~ 2 : 1 . . u 0 2 : ~ ~ j : : L u z : " ( c . . , : : : , m c ; j < l 8 : r : ' . 2 . . J L u w L u ( / ) ( / ) _ J ( / ) . . J L u e n < ( < { C l : : : . : . : : : : , o : : i 0 e t : : - ( I ) ( ) 0 ~ ~ : : : : , a 0 I - C l : : : 0 e t : : Q _ e t : : < ( 0 . . . 0 . . . { / ) ( . ) [ 2 : , c > - u . . < ( . . J a . . J - : , e n G l + 5 0 . 0 - 6 0 . 0 1 ~ ( . ) ( . ) D 8 : 8 : y i z ~ : . . . - - . . 1 . . . - - . . C L ~ 0 " ~ C \ J 0 0 0 ( . ) G l G l + 4 5 . 0 - 4 5 . 0 + 4 0 . 0 - 4 0 . 0 s : : ~ I ~ a u . l e n I ~ a c : i c : i < ( z l L i u . l ~ 0 D - z : r : : r : e n - I - I - . > s : " ( 0 ~ w < ( o c : i n : : Q : : 0 a I - I - e n G l + 4 0 . 0 - 4 0 . 0 a w ~ ~ u . l I - G l + 3 5 . 0 - 3 5 . 0 { / ) < ( c § c § ~ ~ Q Q t i Q : : : : : , : : : , : : : , 3 : G l G l + 2 5 . 0 - 2 5 . 0 + 3 0 . 0 - 3 0 . 0 C l ) 0 " ( 0 [ I ] I ~ I ~ ~ I - ~ w z c o ~ < ( I - 1 5 I ~ ~ . . . J - ; : : : - 0 : : J c o [ I ] z G l + 3 0 . 0 - 3 0 . 0 c o " ( 0 1 1 ) 0 D z u I ! ) D A T E : 1 1 / 1 2 / 1 J z 0 G l + 2 5 . 0 - 2 5 . 0 S C A L E : N . T . S . . . . J : : J D W G . B Y : J K m G l + 2 5 . 0 - 2 5 . 0 C H K . B Y : L F S 3 D R A W I N G N O . : C l ' . G l + 1 5 . 0 - 1 5 . 0 [ ' ] F L - 1 1 7 2 0 . 9 ~ 0 S H E E T _ 1 _ O F - 2 . _ N I Q ) m ~ N 0) 3: " cri 0 N r--' ...J LL 6 N 0 ~ 0 N r--~ ...J LL .;;-0) C -~ (\J 0 ' ~ C ::, I <1J 15 ::, 0 0 V, 3: 0 " C ~ 0 N r--' ...J LL .;;--;;; > 0 0. 0. <( i z LU z <( ~ er: LU n. " ~ (\J ·o 0 V, V, <( .;;-c -~ ~ er: I <] 1// I I 1 X 2 V EB I 8.5" ;;/ {TYP.) I <] EB I I EB 1// I I X I 1// <] I I 1-1/4" MIN. -----EMB. HORIZONTAL CROSS SECTION Shown w / Direct to Masonry Option INTERIOR 1-1/4" MIN. -4 - - - - - , - - i EMB. " " 1 7 [ > " EXTERIOR 1 - 1 / 4 " M I N . E M B . b . , " b . , b b " L l ~ b . , L l H O R I Z O N T A L C R O S S S E C T I O N 2 x B u c k C o n s t r u c t i o n I N T E R I O R H O R I Z O N T A L C R O S S S E C T I O N S h o w n w / l x s u b - b u c k I N T E R I O R E X T E R I O R N O T E : S h e e t M e t a l S c r e w s m u s t p e n e t r a t e a m i n . o f 3 t h r e a d s t h r o u g h a t l e a s t t w o ( 2 } s h e e t s o f m e t a l . M a i n t a i n 5 / 8 " m i n . e d g e d i s t a n c e . H O R I Z O N T A L C R O S S S E C T I O N S h o w n w / S t e e l S t u d F r a m i n g O p t i o n S h o w n w / M E D B o t t o m S a s h S t i l e s I N T E R I O R ( / ) 2 : ~ 0 j : : : : 0 ( . ) a L u 2 : ( / ) ~ ( / ) ( . : ) ( / ) ~ 0 2 : a : : = : , m ( . ) : c ' . : 2 w - l L u V l ~ - l V l a : i < ( 2 : . : . : = : , 0 0 0 : : ! : : : : ! u a 0 : : : : ) a : : 0 I - 0 0 0 : : : c 0 : : < ( 0 . . 0 . . ( . ) V J ~ ~ ~ < ( L i . . . a - J - J - : : , ( . ) ( . ' . ) ( . ) ~ z ~ } 1 1 ~ n . : 0 f 2 r - . . . . : : : ; ; N I - ~ o 0 0 ( . ) N ~ N L L . J a . z c : i a a < ( L L . J ( . ' . ) L L . J : r : z i ! : ~ I = . : ~ ~ ( 0 ~ 2 c : i 2 a a : i ~ B ~ ~ < ( V J c § c § ~ ~ Q Q J C l : ' . J J 0 ~ r - . . . . ( 0 C X ) : : C X ) r - . . . . C X ) r - . . . . ( 0 I ( ) 0 z D A T E : 1 1 / 1 2 / 1 3 S C A L E : N . T . S . D W G . B Y : J K C H K . B Y : L F S D R A W I N G N O . : F L - 1 1 7 2 0 . 9 ( / ) z 0 ( / ) > w 0 : : : t J z I l l . . . z ; : J I l l z □ 0 C J z C . J : J m i D ' . l ' I ~ D , _ _ _ _ _ _ _ _ , C l l ,__ _______________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i . : s : . : . . H : : E E T : . : . . . . : ; ; ; : : 2 = . . . : o : . : . . F . ; ; ; : : 5 : ; ; ; . _ . J © > m m di :;:: ""O o-i c:i N r--' -' u... ~ D N D ~ D N r--:= ' ~ C :::, I Q) ]5 :::, 0 0 V, :;:: 0 ""O C ~ D N r--' -' u... -.;; ~ 0 c.. c.. <i -u :::, ""O 0 ~ "' :-2 0 u:: EXTERIOR INTERIOR VERTICAL CROSS SECTION 2x Buck Construction q <I 17 ~ 17 <1 17 <I <I 17 >I VERTICAL CROSS SECTION Optional masonry sill Shown w/ MED Bottom Sash Rails E X T E R I O R INTERIOR 17 " . " . 4 . < 1 I N T E R I O R V E R T I C A L C R O S S S E C T I O N 2 x B u c k C o n s t r u c t i o n E X T E R I O R 1 7 1 7 < 1 1 7 1 7 < I < I q q 1 7 1 7 I < , < I < I 1 7 1 7 < I 1 7 < I 1 7 1 7 q V E R T I C A L C R O S S S E C T I O N O p t i o n a l m a s o n r y s i l l S h o w n w / M E D B o t t o m S a s h R a i l s < I < I 1 7 < J ~ 0 a : z : ~ ~ : z : : : > : c l J . J - - . J e n . : . : : : > 0 ( . ) : : : > a 0 0 a : : 0 . . . ~ ~ a . J ( . ) ( . ' . ) 8 : 2 : ~ 0 [ 3 N I - 0 N s u J . 2 : a L u c . , : r : 2 : I : : : : ~ < ( 0 a : : 1 - - 0 L u a 1 - - u J < ( ( / ) ~ ~ : ) a : : 0 0 ) N ' . c o r < ) - ' - < X ) : : : < X ) " ( / ) 2 : 0 i = = ( . J u J ( / ) ( / ) ~ ( / ) 0 0 ) c t : : : ; ; ( . J w U ) . . J U ) ~ < i i = = a : : c t : 0 u J I - : : , , . a : : < i 0 . . . ~ ~ > - _ , , m ( . ) 8 : _ ( / ) 0 . . : " ~ - 0 0 ( . ) N O c : i ~ L u ~ : r : 1 - - . U ) ~ 0 ~ 1 - - e n ~ ~ c § 2 § Q Q : ) : ) " U ) - ' - w 0 ) < X ) ~ o - < X ) ~ 0 U ) I [ ) 0 z ( / ) z 0 ( / ) 5 w 0 : : □ z I l l 1 - z ; : : J I l l z a C J 1 - - 1 . . . . . . i . - - i . . . . . 1 - . . . . _ _ . , _ _ ' - - I l ! l D A T E : 1 1 / 1 2 / 1 3 Z 0 S C A L E : N . T . s . . J l - - - - - - - - 4 : : J D W G . B Y : J K m C H K . B Y : L F S ~ ~ D R A W I N G N O . : l ' l F L - 1 1 7 2 0 . 9 ~ 1 - - - - - - - - 4 ~ L ________________________________ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . . 1 . . s _ H _ E E T - - = = 3 ; ; ; ; ; . . o _ F . . . ; ; ; ; 5 = - - 1 @ rt) '¢ cn 3: "O ai ci N r--' _, LL ,::::: 0 N 0 (::!.. 0 N r--~ C ::, I a., J5 :::, 0 0 "' 3: 0 "O C ~ 0 N r--' _, LL -;;:; ~ 0 D.. D.. <( -u ::, "O 0 a: Ill "O -~ ;:;: 2X BUCK MASONRY OPENING 4"(TYP.)I I t t BUCK ANCHORING CONCRETE ANCHOR NOTES: EXTERIOR TRACK M A S O N R Y O P E N I N G INTERI O R TRA C K 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: >ANCHOR ANCHOR MIN. .·. MIN/CLEARANCE MIN. CLEARANC E TYPE SIZE EMBEDMENT TQMASQNRY TO ADJACENT .EDGE ANCHOR .. ITW 1/4" 1-1 /4" 2" 4" TAPCON® DeWALT ULTRACONf 1/4" 1-1 /4" 1" 4" WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1" end distance, & 1" o.c. spacing of wood screws to prevent the splitting of wood. . - - - - - - - - - - = = = = = = = = = = F R A M E A N C H O R I N G { 2 X B u c k ) 0 . . : ~ ¼ _ J I I N T E R I O R E X T E R I O R T R A C K T R A C K M A S O N R Y O P E N I N G l X B U C K D I R E C T T O M A S O N R Y S T E E L T Y P . - - - - - - - - - - = = = = = = = = = = F R A M E A N C H O R I N G { 1 X B u c k , D i r e c t t o M a s o n r y , S t e e l S t u d ) c . . , 2 : s c t : 0 0 a : r : 2 : ( _ ) 3 = 2 : < : ( < . ' . ) ~ L , J 2 : ~ : : : , e n ~ : r : 2 w L L u J ( / ) _ J ( / ) d 8 e n < ( . . : - : : : : , ~ 0 C l : : ' . u a 0 ( _ ) : : J : : : , 0 I - e n 0 C l : : ' . C l : : ' . < ( C l . . C l . . ( . ) C . I ) ~ ~ f n < : ( l J . . . Q - . 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Ci <. er: BILL OF MATERIALS ITEM# DESCRIPTION M A T E R I A L A 1 X BUCK (SG >= 0.42) W O O D B 2X BUCK (SG >= 0.42) W O O D C 1 /4" MAX. SHIM SPACE - D 1/4" X 2-3/4" PFH DeWALT OR ITW CONCRETE SCREW S T E E L E MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI C O N C R E T E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F #10 X 2-1/2" PPH WOOD SCREW (1-3/8" MIN. EMBEDMENT) S T E E L G 1/4" x 2-3/4" PFH DeWALT OR ITW CONCRETE SCREW S T E E L H 1/4" X 3-1/4" PFH DeWALT OR ITW CONCRETE SCREW S T E E L K # 10 PFH SELF-DRILLING SMS S T E E L L #10 X 2-1 /4" PPH WOOD SCREW (1-5/16" MIN. EMBEDMENT) S T E E L X STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 K s i M i n ) S T E E L 1 EXTRUDED VINYL HEAD AND JAMB * R I G I D P V C 2 EXTRUDED VINYL SILL* R I G I D P V C 3 EXTRUDED VINYL LOCK RAIL* R I G I D P V C 4 EXTRUDED VINYL MEETING RAIL* R I G I D P V C 5 EXTRUDED VINYL SASH STILE (MED)* R I G I D P V C 6 EXTRUDED VINYL LOCK RAIL (MED) * R I G I D P V C 7 EXTRUDED VINYL HEAD INSERT* R I G I D P V C 8 EXTRUDED VINYL BOTTOM LIFT RAIL* R I G I D P V C 9 EXTRUDED VINYL TOP PULL RAIL * R I G I D P V C 10 BALANCE COVER - 11 EXTRUDED VINYL SASH STILE* R I G I D P V C 12 GLAZING BEAD* R I G I D P V C 13 EXTRUDED VINYL BOTTOM LIFT RAIL (MED) * R I G I D P V C 14 REINFORCEMENT -MEETING RAIL S T E E L 15 REINFORCEMENT -LOCK RAIL S T E E L 16 REINFORCEMENT -SM. STILE S T E E L 17 REINFORCEMENT -MED. STILE S T E E L 18 WEATHERSTRIP (FIN PILE) - 19 WEATHERSTRIP (VINYL BULB) V I N Y L 20 CAMLOCK S T E E L * THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCE D B Y E X T R U D E R $ LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 14 REINFORCEMENT Meeting Rail l S REINFORCEMENT Lock Rail 16 REINFORCEM E N T SM Stiles t o . 1 5 " - - I 0 . 0 6 " _ r = = - - ; ~ ~ c i C 1 . 0 2 . . = r - 1 1 7 R E I N F O R C E M E N T M E D S t i l e s i - - - - 3 . 2 5 " • 1 ; ~ ~ ~ ; ~ ~ . ' ° c - J 3 . 9 5 " ~ t - - 1 - - - 0 . 0 4 " ~ _ , • o - - - - - 4 . 0 2 " - - - - 2 . 0 4 " t ~ ~ 0 . 0 6 5 ' T f ~ l . 3 " _ _ j 0 , . . c o c i ~ © B O T T O M U F T R A I L @ B O T T O M U F T R A I L M E D @ G L A Z I N G B E A D T I 1 . 3 5 . . I 1 1 . 5 5 " , ! ~ L ~ - M S ' L J U " ) ' ° 0 c i ~ ~ 1 1 . 6 " j [ [ j ~ . O ~ ' 1 . . . . 1 0 . 9 1 " " 1 S S A S H S T I L E B o t t o m S a s h M E D - - - - - 1 . 3 9 " I T 0 c i ~ 1 / 2 " G L A S S B I T E 1 1 . 5 5 " , ~ ~ j U " ) ' ° 0 c i r n ' ° J ¼ l l - - 1 . 5 7 ' y ~ G W I N G T A P E 3 / 4 " T H I C K G L A S S 1 / 8 " A N N E A L E D G L A S S 1 / 8 " A N N E A L E D G L A S S S T E E L S P A C E R ® G L A Z I N G D E T A I L ~ 2 L u 3 : : 2 0 . . . J 0 Q - a ~ ~ 2 0 1 . u ~ o a ~ • ( c ) ~ C / ) 2 2 - . . 1 _ : : : i I D S : N : r : : : a n : : : : 5 L u w I : : ! ( c ) ( / ) - . . I ( / ) ~ a e n < ( . = - : : : : i 2 0 O : ' . L , _ _ < ( u a 0 0 = > 0 I - - . . I 0 O : ' . - . . I O : ' . < ( c i : i 0 . . 0 . . ~ [ 2 [ 2 ~ > - a . J . J - : , e n ( . _ ) c . , ( . _ ) ~ z e n ( / ) L L . ~ 0 . : 0 ( / ) r - - . . ~ N ~ ~ o 0 0 0 N s ; : N L u a ( / ) . z . a z a Q < ( L L . I L u ~ 0 C . ' . l v i : C Z : c f - - . . 3 : f - - . . • > r - - . . < ( ( 0 ~ w 0 O : ' . o q 0 : : : f - - - a f - - - e n L L . I a ~ ~ f - - . . L u < ( ( / ) c § c § 5 : ~ a . a . t i : : i O : ' . = > = > ~ 0 0 ) r - - . . ( 0 m N - ~ - I - w z ~ < ~ c o - c o r - - . . : J m z c o r - - . . ( 0 I ! ) 0 □ z a D A T E : 1 1 / 1 2 / 1 . 3 I ! ] ~ 0 S C A L E : N . T . S . _ J : J D W G . B Y : J K m C H K . B Y : L F S ~ D R A W I N G N O . : l l I ' ] F L - 1 1 7 2 0 . 9 ~ □ N S H E E T _ _ Q _ O F 2 ©