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201 PINE ST - WINDOW PERMIT rLyr,„, `� ' s CITY OF ATLANTIC BEACH . 800 SEMINOLE ROAD )� ATLANTIC BEACH, FL 32233 ”!VA � INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0290 Description: install new windows Estimated Value: 2200 Issue Date: 12/4/2017 Expiration Date: 6/2/2018 PROPERTY ADDRESS: Address: 201 PINE ST RE Number: 170565 0000 PROPERTY OWNER: Name: BIGGAR RYAN M Address: 201 PINE ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: VIRIDIAN BUILDERS CORPORATION Address: 593 MARGARET ST NEPTUNE BEACH, FL 32266 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i,A,,i;y4„ City of Atlantic Beach APPLICATION NUMBER �s •2 Building Department (To be assigned by the Building Department.) 800 Seminole Road CC-Si 1 _oaco s) Atlantic Beach, Florida 32233-5445 ` Phone(904)247-5826 Fax(904)247-5845 `'� j;ttyr E-mail: building-dept@coab.us Date routed: V (3 Ill City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: c Q ` P, Ni___ S-4 . Dep nt review required Yes No nn Building fi Applicant: \i' t i C� l Gt/1 (31.11 l S eVil Planning oning Tree Administrator Project: t s1 S\ a (.( f\.Q kU lik5,.1\61Di.L. S Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING ,b/ •17 Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 „,,Y-,, ,, Building Permit Application Updated 5/5/i , . �a ' FFICE COPS( City of Atlantic Beach ��� ��� .1.5v ',-,,_.. I” 00 Seminole Road, Atlantic Beach, FL 32233 o;:,,y, Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: o2° / /}/1-2 SAA-e -e r- Permit Number: 12 W 1 — ©act 2 L el—5-3?- Legal Description i t r� .S g? L ��T14 -SE C R # Valuation of Work(Replacement Cost)$ Z 2 0,6 .i Heated/Cooled SF /3�S Non-Heated/Cooled 2 • Class of Work(Circle one): New Addition Alteratio Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commerciale Resider l • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No CD • Submit a Tree Removal Permit Application if any trees are to be removed&Affidavit of No Tree Removal-) Describe in detail the type of work to be performed: //-?3-77-r 7/, y .4-9G.() 4.4..) �/_,) '�-Lir /s'E7 stq 4-!/Y _ `J Florida Product Approval# L.. /5'911, / for multiple products use product approval form Property Owner Information Name: kye. ,3; a.�( Address: ,)-SS" Pik-e, Si-- City A+1014 is Beat* State F L Zip 3,123 3 Phone LI0 7-GaS-31 S 8' E-Mail RAIgtwartzsMati.Gorl Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Informations // I /� Name of Company: Vit/67/i4-4 Aii lI C rY2/) Qualifying Agent: /7/�Gt L_ /4 �til Address 59-3 /2 2,9--7 —: sr City/'t 7eoek State /7--4- Zip 3 z 2 6 L. Office Phone �o - 6 7-6 X o 90 Job Site/Contact umber 90 G Z . 0 5 State Certification/Registration# /33 /7 2- 2_ E-Mail ,da a /a- '/ _ - 0,,,--,-,--x2__,q-5;-- - "t-' ez i Architect Name& Phone# Gov iii,,. 'r< t 2 42- — 0962 R Engineer's Name& Phone# 2-,7-A-- /76/`>--'77 C 2-y-Z - /'J Fo c4 Workers Compensation Exempt Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do e work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. 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 RECORDING YOUR NOTICE OF COMMENCEMENT /-g---)1( /.--- -A/L(-(--/L--i (Signa e of Owner or Agent) (Signature of Contractor) (including contractor) Signedyand sworn to(or affirmed) before me this3Z- day of Si ned a d sworn to(or affirme before me thi �ay of nt 'q r , o�G f , by �T ..n L . r o JLw. `�\`-'T, by ,A \ ', / 11WW1-s 1111,110 ;qg "S���i�sw�'e Ii-I1PKLLY v JOHN JOSEPHHAUGHNESSY HI II ' =:.. .;� ' .,,;N _.: .•� ':•.. Commission#FF 925374 '?•' • °}- Expires February 7,2020 Notary Public State of Florida :, � a. p �,y Commission 0 FF 973683 'AO;r:°''` BondedThruTroyFdnNnuronc•800.30.5-7019 [ ]Personally Known 0 ';;;sem„dt:•` My Comm.Expires Mar 22,2020 PersonallyKnown OR •.���'" [ 1 [ I Produced Identifica i•• [to Produced Identification (�`✓` Type of Identification: Aftlitiplataar-, - E-0 Type of Identification: OFFICE COPY .s... ..'zt74 N. Silver Line :Q. /A�� p p 55.48 MAX OVERALL . 41 i;n byAndersen 1de en M WIDTH =t3: iK p a!<�=LL„ i�, �! {�� p 52d'MAX.OVERALL on g e@'.� ca 1!• 1� D O Yy i D O O R S FRAME WIDTH' Y �� � Tii r I •• ...prek,-; J O 10 m ',��,rrr4iru� �``` $$m2 N•; • ` • 1', 4. z$iv SERIES 2900/4900 - MODEL 2901/4901 : /,/ : 4 a a�i •oa E oa EXTRUDED VINYL SINGLE HUNG m : , o •: a WINDOW w/ NAILING FIN = w • , : "NON-IMPACT' :- : o O w; i i >= m X CD < s C" s g , 0 r R .21 /,�// a a a ''' GENERAL NOTES i1. This product has been evaluated and Is In compliance with the 5th Edition(2014)Florida BUIlding a Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a^^ 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base u S/irR L r, 7�Lrx g JAZ( '.':,.1.;a-,;i'-,,"4. DESIGN RR SSL18)<PS N y z Smaterial shall be beyond wall dressing or stucco. a rs4 [ f f1�1Q_hl..,.. . PDffilttE A7>GtR_# E,1 a z p o 5, 3. When used in areas requiring wind borne debris protection this product is required to be ;R protected with an Impact resistant covering that complies with Section 1609.1.2 of the FBC. 47.48"x65.48" 44.0"x 62.0" 39.0"x 27.75' G2 +50.0 -50.0 0 41.48"x 69.48" 38.0"x 66.0" 33.0"x 29.75" G7 +50.0 -50.0 N U 4. Site conditions that deviate from the details of this drawing requite further engineering analysts � by a licensed engineer or registered architect. 41.48"x 77,48" 38.0"x 74.0" 33,0"x35.75" G2 +50.0 50.0 %r4 z F M_ m c ��W Z C N t'''...:::6 o FLORIDA SHEET4 DESCRIPTION TARE OF CONTENTS x 75.48" 48.0"x 72.0" 43.0"x 32.75" G1 +35.0 -35.0 n � N•-.Z 1 Typical elevation design pressures&general notes 41.48"x 80.48" 38.0"x 77,0 33,0"x35.25 G1 +35.0 35.0 0 PRODUCT 2 Horizontal vertical cross sections DATE.10/24/11 o APPROVAL 3 Horizontal&vertical cross sections55.48"x 75.48" 52.0"x 72.0" 47.0"x 32.75" G7 +25.0 -45,0 N.T.S. 5 NUMB R 2 4 Buck&frame anchoring owa.er KV m / g5 Components 51.48"x 87.48" 48 0"x 84.0" 43.0"x 38.75" G1 +20.0 -20.0 • LFS 6 Btli of materials,glazing details&components MOND NO4 'NOTE:Max overall frame height and width occur on separate units FL-1491 T.1 " o 6 SHEET 1 OF,, a{' •ON)eiNvi nS000 antenna'M'N 4 417E - Slee 'ON Y'0 3484 SNOISIA38 L616'699'£1e ON "Mtd SNOI1035 SSON3 A8I 31V0 'ON11N1 JA ONV lVJNozIa0H xIn ^ (al589££ "d '004+oA'XZ .09 1)",4 Sol SM3NOONINOHONV 3S1A3a *t/9Z/Z l \vu._'0N1 'SLNV10SNOO ONQIEt8 A18N3SSY NO 1Ntld 5,47 084 (*t oz) 113 1-11S O1 31VQd(1 57/05/c z Z ' - ^`� ��`,;11„1uy Q,,'IIi, 8O*S* ON '3'd MOONIM ON(1N 33ONIS o l 1...*Numno,„...< "ice 1PIw40S '4 00PO l 3NIla3A1ISatt -1; rawmo .�i4e pwudvd wuaumoaa �10000Nd 3 N A S o n ' 60*S*'ON •* / z_a ,( ? a .4.‘ mss` _ UQ p 0 vv. v oPv o.e vv. a - y > oti 'ov pv vvVI v.. 4 0C 01S © O _ a o © i�1 11111 ,.._ © o il OGall ID 0 OP 0 o e fflir—i. otitt 0 .11 iiirl 0 "IV M E 0, an 4t GO I4R♦ I Er p D N cl 22 • 2� I a X 0 111C) k 3 -- II 'z i W3 z zgo z3 p x x x Z _I- 0 (.dAJJ•9w3 NMI,YI1-I O Cc) O 00 � e ® © ® Q o v P II1 - p H a, 5 VI > o O e n:o©o. FAI , vp . 0 rVI____ •••••=011111•11•1 MONM i,ii 0 —r O W V 'r.� � 0 * o . G� o �N / e o N 0 6era C� b .., Z-t 01P 6'-rtt6*t-li\(t.toZ)tt6*t-U405!000-O\tt6*t-ldtsIeAcoddv Pnpo%ePPolfld-sanpad 5o541na 004 Mslue4D411 • RSQieno\Silrerline Building Products-P\Florida Product Approvals-VI-149111C-Drawings\FL-14911(7014)\FL-14911.1-9dwg,1-3 ® © © e0 0 ® A d114 ril 0 0 •_ SO ---.,,-;._..,,. r LI I r_________. ...„..___ •r- , RIME 1111111 0 II1[] Cob A � e N en g FA0 bAkIM z ILL e e 2 /1 A m D .. 0. my,o .. m G A x x x 0 *Z - zc)n OA X Al _ O M w 8 w Z A y A I F' - E Q Ii d `\ d I a I m I Ia1111111.a1aaaa�.a�. I ®Q 4D c., Z rQ 20y P A A Q T X O A OAl Z e m 0 O 'II.. 0 n O Q 41) D . IiiiimH is) 0ti cD1 olts .. tr= 0 0 0 4 ii4-z ® 1 Q PO 70 0` r 0 v'. 'tos Vr X.C- -, * No.43409 y 2 PRODUCT: Document•vreporoa ey.., • awcaRf I r • I" • SILVERUNE Lyndon F. Schmidt s��'` !0I 9. ..... • , • 1i \ SINGLE HUNG WINDOW P.E. No. 43409 7'7^^,00�11�� � o ? L� •(7111 iti•- -y y 2 3 20/15 UPDATE TO 5TH ED. (2014). FRC LFS PART OR ASSEMBLY: e/1, BUILDING CONSULTANTS. INC. r' 7 in\ I 2/26/14 REVISE ANCHORING SCREWSBY HORIZONTAL AND VERTICAL NU P.O. Box 230. Voinco, FL 33595 -- NO DATE CROSS SECTIONS Phone No.: 813.859.9197 REVISIONS FBPE CA. No. 9813 • 0 201 1 R.W.BUILDING DONIBULTANTa1 INC. 4.5"MAX. :4.4.' �'.� n 4.5'MAX. O.C.PP.) -.'fir( I� ..g 4" O.C.)TYR.)y — _. uI g_.z n pp.) gip) 1 u)';j a * n _lam1.,_"-_ iv 4 g O X Z • cl _ V fa 0. d . • 2X BUCK oz ale FRAME— . L, .�F AME—�' • o 0 2X BUCK — • -- • $QI w m ZU •_ • • • • _,Z W YZ to • / CO j h p MASONRY MASONRYA FRAMING oF OPENING OPENING a a S • e . L: . 1 i „, - . , . . . . . . . . ,,,,._, p., -8 to • " {TYP.) Q 7 BUCK'ANCHORING FRAME ANCHORING FRAME ANCHORING i MASONRY 2X BUCK 2X STUD < CONCRETE ANCHOR NOTES: 2X FRAMING TO BE DESIGNED•--- IY O. i 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. BY THE ENGINEER OR ARCHITECT 2m edge distance to madotJoints. OF RECORD BASED ON WIND LOADS ',.—', We o. 2 Concrete anchor locations noted as MAX.O.C.(TYP.r must be adjusted to AND THE CLADDING BEING USED. I maintain the min.edge distance to mortar Joints.addTtiond concrete anchors rn or NC m ,q may bereguBed to ensure the'MAX.O.C.MT.)"dimensions me not exceeded. z 'it- 3.Concrete anchartable: sv^z U vo ANCHOR' ANCHOR ; MK " MIN CAEARANCE Mk CA£ARANCE acre:10/24 11 e TYPE FIE ..t;M$EAIMENT. .70MASONRYTOAWACENT p EdE ANCHOR scut: N.T:S. IiON 1/4" 1.1/4" 2" 4" ❑ d' TAPCON®� ���� � m s MO i!4" 1.1/4" 1' 4" CNK.BY LFSei 11LTRACONe CNNY NO: g WOOD SCREW RSTAUAUONNOTES: DRAWING NO 11.1 p I.Main aln o mWmum 5/8"edge distance.1"end distance,&1"o.c.spacing of Fa wood screws to prevent the taking ng of Wood. ss r 4 6 o N U a • R.Clients\S,Merane Building Products-P\Flodda Product AppKwals\FL-14911\C-Orowi gs\FL-14911(2014)\Ft-14911.1-Adwg 1-5 F.-b4"*- �_ I .1 -2.S--- I I ,I 1 ._i_ , v v. D v G 127 --{ O+ r O S --Et es 1.95" N Dr :._ l 2.95• b .62'—{ II = 0.065"- o. _., i,) 111i I. +. r11.--ft {24+ 1.1s. ETA...„[\ 1 A 1 K ><1. §i C'Zij .or— 4 0 121)! +— h .24" j©oor GI ��`U 5 s+Q�' 3.81' '� "1 ,ttlllllt///fr (-9"�/ *: No.484(19 Z77-1 z a3 _ PRODUCT: nowme d Preps sd by- w ..-- ,i ; SILVERLINE Landon F. Schmidt ', • pi0R W:,a.:' Ico 0 P. 1 o SINGLE HUNG WINDOW P.E. No. 43409 '',,acitAL�';,�,` P. z rtlltntty o u' to-. 2 2/26/14 REVI3/20/15 SE ANCHORING SCREWS F8O LES�S PART OR ASSEMBLY: �0/1/O. 230,Box CONSULTANTS, •FL 33595 h — NO GATE BY W Phone No.: 813.659.9197 REVISIONS COMPONENTS FBPE C.A. No. 9813 • ®3011 R.W.BUILDING CONSULTANTS INC. • BILL OF MATERIALS REM DESCRIPTION MATERIAL O:' .....9„...s '.• '� m A 2X FRAMING SG>=0.42 WOOD *• i B 2X BUCK SG>=0.42 WOOD 6 = * i '�_- ^m C 1/4"MAX.SHIM SPACE 5/8"OVER LL %o: 0 4'• 8°I D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW SIL INK.GLASS 1:‘5;:k/..'........ S m E 3M01 OR HOLLSONRY-OW BLOCPSI KN.CONFORMING TO CONFORMINGASTM CTO ACI CONCRETE Z� �O 3/32 ANNEALED '90 �����N1*I mil`���` z F #8 X 1-1/2"PPH SMS STEEL ' k °N" H #8 X 2"PPH SMS STEEL — I II. m 4 1 EXTRUDED VINYL PVC WINDOW HEADER W/FIN#2902' VINYL `�— AIR SPACE `0 3 o g 2 EXTRUDED VINYL PVC WINDOW MEETING RAIL#2907' VINYL —..-.t I ® 3/32"ANNEALED 3 I d`a!' 3 EXTRUDED VINYL PVC SASH TOP RAIL(LOCK)#2908' VINYL " LL ' i 1/TGS 4 EXTRUDED VINYL PVC SILL W/FIN#2903` VINYL LASB W 5 EXTRUDED VINYL PVC SASH LIFT RAIL(BOTTOM)#2949' VINYL BRE A s a 6 EXTRUDED VINYL PVC SASH GLAZING BEAD#1227" VINYL 7 EXTRUDED VINYL PVC SASH INTERLOCK GLAZING BEAD#1257" VINYL 9 EXTRUDED VINYL PVC JAMB W/FIN#2901* VINYL GI GLAZING DETAIL . 10 EXTRUDED VINYL PVC SASH STILES#2905' VINYL 8 z 12 INTERCEPT SPACER STEEL w S 13 GLAZING COMPOUND(DOW#1199) SILICONE0 z z J s o f 20 SASH REINFORCEMENT 6061-T6#2938 ALUMINUM _ 5/8"OVERALL N1_ 0 21 ROLL FORMED STEEL TOP RAIL REINFORCEMENT#2821 ~ STEEL THK.GLASS v,,,, ' 22 ROLL FORMED STEEL MEETING RAIL REINFORCEMENT#2919 STEEL yr 1/B"ANNEALED - o co 30 SASH LOCK BY SILVERLINE#2241' VINYL 31 KEEPER GLAZING BEAD BY SILVERLINE#2240" VINYL 32 KEEPER ATTACHMENT SCREW#6 x 3/4"PFH TYPE"A"ZINC PLATED STEEL ityi:g � AIR SPACE Ep- os 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED o iii 1/B"ANNEALED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". ® . 1/2"GLASS v E BITE o o `N'N u G2 GLAZING DETAIL P o_ i 1 0.36" o F, i 0.68" < (�D8 $ o n. r I 1-----) o ( I— o�� 0.455" {- -1 I ( mss. h N T y O Z 6 0 REINFORCEMENT 21 REINFORCEMENT FORCEMENT N-Z Jamb Top sash Meeting rail e aTe 10/24/11 = SCALE N.T.S. 5 rn 3 CHK.er, D..By: KV m LFS 3 ' Q DRAWN()NO4 FL-1491 1.1 ; g Cl SHEET 6 O' 6 6