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Home My WebLink About20-733 D City of Zephyrhills 41 PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000733-2020 Phone: (813)780-0020 t Fax: (813}780-0021 Issue Date: 10/14/2020 Permit Type: Add/Alter (Residential) &.n n }>:= StreetAddress :Property�Niiir»ber 12 26 21 0020 00300 0040 5512 20Th Street ::Qwrrec liiforinafion `" '' Pelri7it.Eiifori»atian" -`� �tr:x .� ��Cont�ac#or�tnfocmation�, Name: KEVIN REED Permit Type:Add/Alter(Residential) Contractor: COASTAL.GREEN Class of Work-Add/Alter Residential Address: 6512 20Th St Building Valuation:$9,046.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)783-5642 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$9,045.00 Total Fees:$127.83 Amount Paid:$127,83 Date Paid:10/14/2020 1:29:13PM . COW , ,,: +" 3� Prc ect DescriHI...tion;' .'' :'..;�� ., lw: �... �, .1..C t . ..,; � tip. ! REPLACE 7 WINDOWS S/S m� vu Pipplicationl=ees Vie, t A _ . > F tk !'" : @SYnNx Building Plan Review Fee $42.61 Building Permit Fee $85.22 REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each subsequent reinspection. 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 permit required from other governmental entities such as water management, 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. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications add fee Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.Q. CONTRACTOR SIGNATURE PE IT OFFfCE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 1 813 512 _ 6014 Phone Contact for Permitting a Owner's Name Kevin Reed Owner Phone Number 813-783-5642 Owners Address 1 5512 20th St Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 5512 20th St LOT# . SUBDIVISION YINGLINGSADDITIGNT.ZEPMYR-MILLS PARCEL ID# 12-26-21-0020-00300-0040 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK Window replacement,size for size-7 Windows,FPA#:15768.12,23505.4 BUILDING SIZE SQ FOOTAGE HEIGHT =BUILDING $ 9,045 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP,SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO _ __ BUILDER _ COMPANY 0`14WU. ��_ SIGNATURE REGISTERED Y/N FEE CURREN Y//N Address License#-- L d• ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# Ili[.t�EliI".iflfl;t:!32fa.#i.iif#.IF.IelO WIN 121119.22"11*2"'lid-1ill Jr Im tallststo.I13 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stornwater Plans w/Slit Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsAarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date,Required onsite,Construction Plans,Stormwater Plans w/.Slit Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. —PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement is required.(AIC upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit may be subject to"deed"restrictions"which may be more restrictive than County regulations.The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES:If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and contractor may be cited for a misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-8009. Furthermore,if the owner has hired a contractor or contractors,he is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not property licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting.It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that I,the applicant, have been provided with a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs.If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT:I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development.Application is hereby made to obtain a permit to do work and installation as indicated.I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction,County and City codes,zoning regulations,and land development regulations in the jurisdiction.I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance.Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterMastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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- FLORIDA JURAT(F.S.117.03) OWNER OR AGENT 7�aw(G�2.L"T�L7� CONTRACTOR97 __ __r�l7rT ubs ribed and swa to o(or affirmed)beforg me this bsc'bed and swc o or affirmed)before a this b 1 d by_YpVPCCCA\�\aQ O 6' G\ Who is/are peQnally known to a or has/have produced Who is/are ersonally kno!2 me or has/have produced as identification. as identification. fr Notary Public Notary Public Commission No. is Commission No. Name of Notary t9pea,printed or stamped Name of Notary typ4id,printed dr stamped saea,a,ma.c.c> ., ta+�%y .; LYNDSAY MIJAL «."•"•°! LYNDSAY MIJAL. :�? MY COMMISSION#HH 013619 E, c+=. MY COMMISSION#HH 013619 EXPIRES:June 23,2024 '•`, pP' EXPIRES:June 23,2024 '•.�OF F�4 Boftded Thru Notary Public Underwriters FaF F:°• Bonded Thru Notary Public Undenvrilers Lender. YGRENE NEED NOCSIGNED and DL.PICTURE Terms: PO Class/Design Pressure,in PSF Wind Velocity in MPH t'-" 137 IEIM Gel SOMMO A 44 BASO.1 12 me. p 1%) u gRecl, AM 14<1 "M FGRGI finds Frbsted� tom: 1 Y. v 40 tj ' pa:f a, GY Customer agrees to the above '.Sty e ns, �Z .......... . . ....... 4; V, 4 "N 4 J; 1, J, 6� "'K 9 ji, -NIO Z 7 z U L :J ate-: - 13, Jis jrk'�.' j........ 7 r Customer.Signature: Date- measured By.- PoyqujiVei aflbodzPd, Yes. Or No' Uqemdrdecne): IDate- -T 41 Sketch of Residence 6D 4 I -L?? : 4 Cr�FT 12 3 JFGROl 22 L Irv ,�g E A. z Z ., 2 1< �u , D 5517- z p y 5 7 ZCp�y4141//s, )/ 335-"1z 8/28/2020 Florida Building Code Online P a y BCIS Home I Log In User Registration Hot Topics Submit Surcharge Statr&Facts Publications ( Contact Us E BCIS Site Map Links I Search' Flolida b.. qU"< 2 1 Product Approval p ;,q Public User SER: Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2017 FL# 23505.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Ap lications FL# Type Manufacturer Validated By Status FL23505- Revision Soft-Lite LLC Ryan J. King, Approved R2 FL#: FL23505.4 P.E. History Model:d. Series"Barcelona"Model"SH3013" (813)767-6555 Description: Extruded PVC Single Hung "Non-Impact"Window-(O/X Configuration) Category: Windows Subcategory:Single Hung •Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cogyriyht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 45S.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: OR— Credit Card m .. Safe:. ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY Or zipHi'Rlt-IlLLa ORDINANCES OT REVIEW DATE 1 2020 CITY OF zEPRYRHI PLAN EXAMINER _f,- https://floridabuilding.org/pr/pr app_lst.aspx �/� ite lon K SEE CHART FOR %N;7 z 4;r0� p1 111dows - ° FRAME SIZES y i m ro j31'LYLging quality t0 light. ','��4 ' �` z o M RM ri �Nn 'itn+ 10250 Ph➢Ipp Parkway CD Streetsboro,Ohio 44241 r v cps x Z 0 Q ug d d 5 W LL N � t fl "BARCELONA" �/y �o 4 m dad s cZ Model "PW30' a. PICTURE WINDOW cn 'NON-IMPACT' "' o g � oz S S W m � tr 5 n W GENERALNOTES F ycn G 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida h aIa d Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" (HVHZ). C - m G 2. Product anchors shall be.as listed and spaced as shown on details.Anchorembedment to base material shall be beyond wall dressing orstucco. 3 3. When used in areas requiring wind home debris protection,this product is required to be ' protected with an impact resistant covering that complies with FBC 5ectlans 1609.1.2 8 z R301.2.1.2. g 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. ri 5. Site conditions that deviate from the details of this drawing require further -:: en ineerin analysis b a licensed engineer or registered architect. g engineering Ys Y 9 9 v-,.-,,,JI�A,'�f-:;:;;-•:;r. .': -�A;x;:� ;"DE$(GNkRESSIIRE`'(PSfJ 9 FRAME' 1;:��;r;�:; :D:[aOR !:>'';":LA �: g ;;:::DIMENS►ON:y:;i;.'.�;iD'1MENSION;"�_F:.;-. . :��iPOSRIi%E�'i:(JEC7ATIVEK o TABLE OF CONTENTS SHEEN. DESCRIPTION 48.0"X 63.0" 41.56"x 56.5C' GI +65.0 -65.0 z o° g I Typical elevailons,design pressures and general notes GATE:10 08 17 i Sr 2 Horizontal cross sections 48.0"X 76:0" 41.56"x 69.56" GI +50.0 -50.0 save 'MT.S. € 3 Buck and frame anchoring g o � uK m 4 Buck and Frame anchoring 72.0"'X 72.0 eHR" 65.56"x 65.56" G2 +45,0 -45.0 x. 5 ck and Bu frame anchoring' �` �S rc 6 Bill of materials,components and glaring detail DRAW=No,: o- FL-15768.12 0 SHEET OF 6 N a R:\❑ients\SOR-LBe Pemlarlent\A-Fbrlda Product Approvals\FL-15768 Poced\C-Dr tags\R.15768(2017)1FL-15768.12.dw9,2.2 .LT A ►� -' 3 Zz C Ma O 0 7Ao O N N n A T Z E C3 W �O N :0z p Z a r�i I0 0 N N = 00 m o� A El rt �zn o�a A O•JAO ❑ ° 4 y a _ m m z � w c) Nw A A H a a 0 0 A xa ><o gs T W Z N �No.43409 � 1a-/6-1 I PRODUCT: Doa+ment?Pmparfid W. SOFTyndon F. Schmidt —LITERE WINDOWS �� I •' �` IN cn P.E. No. 43409 +ONA��I C3 $ m � ` —i PART OR ASSEMBLY. GD BUILDING CONSULTANTS,, INC. I� in x ' •' HORIZONTAL w P.O. Box 230, VDlrieo, FL 33595 IV v NO DATE BY CROSS SECTIONS Phone No.: 813.859.9197 ®2017 R.W.BUILDING CONBU LTANIB INC. REVISIONS FSPE C.A. No. 9813 `\\\%%%%%%J1111111 . J'. �x � Q- 4" �Nsj z° rO; �m tS m 14.5"MAX O.C.(TYP,) VYP•) v u xz� ' 8l 9mOcw e a.oa U � m dad TYP 2XBUCK F v \ LL= a 1XBUCK G n � BUCK DIRECT TO H n Sd BUCK MASONRY (3 FRAME (I1'P,) MASONRY MASONRY y = OPENING OPENING o Z z c z J Q m IrLL in z � +• SUSS �' � I � � F m BUCK ANCHORING FRAME ANCHORING 48"X 63' U MAX DESIGN PRESSURE a+65/-65 PSF c z u O CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortorjoints. 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to morforjoints,additional concrete anchors i $ may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 3.Concrete anchor table: ¢ j : a::;>;:r: :a % 1N::C1EARA-NCE'.; RAIN G4�ARANCE o •%A:NCNOR.:.--....EHOR. ...::;;::;:;MIN•:.:.:::::. ::., A :::,...:..:..:.:...............:::x: TQ;h1ASONRY;.;;:;;TO;AdJA:GEM::: 0 0 ;;iTYPE::i:,:;'::<::Sf�E..::.; ;;EMBLDMfNi..:.:........ : ::: -:.:.:.::.::.. .:.-::.:::::;.EDGE:;>:;;:s;Y ;;:::i :ANCHORr...... ITT z o ...........:..::::.. ......:...................................... — 10 08 17 z 11w Q' TAPCON® 1/4" 1-1/4" 2" 4" scue N.T.S. ° ELCO Mr.BY: JK M g ® 1/4" 1.1/4" 1" 4" cHK By; LFS 3 ULTRACON WOOD SCREW INSTALLATION NOTES: DRWNG No.: n I.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15768.12 wood screws to prevent the splitting of wood. sNe:r_1L or 6 n e `1111 * In L•��(] 4' M 'Z,t � Z� (TYP.) N. 4", m z om eq v .z D ug 9 oa 2XBUCK F ` i m� :3 2 H TYP. 1X BUCK G B �`a DIRECT TO vEZ BUCK H 3 MASONRY a t� FRAME (TYP.J z 0 � x U MASONRY z Q MASONRY OPENING 3 �" OPENING m v w C y O Y U r O KI m +. h• �gp5 +. 1.• a a 03 � � n BUCK ANCHORING FRAME ANCHORING 48"X 76° z MAX DESIGN PRESSURE_+50/-50 PSF Ln CONCRETE ANCHOR NOTES: 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 e maintain the min,edge distance to mortarjolnts,additional concrete anchors z g' may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 'I 3. Concrete anchor fable: ¢ z 0 g .;;:::::.•.:..::.::.::.::::::............. MI..CLE. ;�'.i::Ml:.z.::.41.ARA.:.G�;:_ m ANCHOR: IAIJCHOR'.::'::y';>AAIM�:t:>�;:::is::....................: ::......:.:...::::.:....:.:...........:. . ...•. .::cy>:i iQ;MASONRY;::::: .:,IO ADJACEM; ;11W�fbMEM...:::::::::. o 0 :.::::...:::•:.- ..:.::..::.....::. .::'..::..;::EDGE?.......•.... :::`?a:>;AIJCHORri;;;>:':. z o 5 ITW ® 1/4" 1.1/4" 2" 4" DATE 10 08 17 0 TAPCON SCALE N.T.S. ELCO Dwa BY: JK m g ULTRACON® 1/4" 1-1/4" 1" 4" ;;ix.ar. LFS 3 • WOOD SCREW INSTALLATION NOTES: DRAMW NO.: n y 1.Maintain a minimum 5/8"edge distance,1"end distance,it 1"o.c.spacing of FL-15768.12 0 wood screws to prevent the splitting of wood. N b SHEET-�L or 6 a , ............. 0) 13,5"MAX O.C.(TYP.)— z ITYP'.) 2W MAX O.C.(fYP.) Vol sm z Cq Tmz 7 i i 0 X. z ma g I'L* 6cW OIL a 2)(BUCK F E cd TYP. E Oz 1XBUCK G t. BUCK DIRECT TO H MASONRY(TYP-) o MASONRY LU MASONRY OPENING N OPENING 0 D (0 Ir M BUCK ANCHORING FRAME ANCHORING 77'X 72" tn z MAX DESIGN PRESSURE #45 -45 PSF 2 Ln CONCRETE ANCHOR NOTES: ial 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarloints. 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarloints,additional concrete anchors z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a 3. Concrete anchor table: z .. . .............."..... . ....... ..M..ImCX 6ARWNCX.."..W......N...,"...C....0....4RAWE.; .. . .... ..%..TOW . .... ....... CENT;':.... c............... . JYPE:: '. 5 . -INIMMENT.. . . ............... . ............................ z ITW re 10/08/17 z TAPCONO 1/4" 1-114" 2- sckLa N.T.S. ELCO, ® 1/4" 1-1/4" 1. 4- DWQ BY. J A! I ULTRACON I CHY Ery. LFS •WOOD SCREW INSTALLATION NOTES: Dm Na:1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of wL71,7,,.,2 wood screws to prevent the splitting of wood. silm 5 OF BILL OF MATERIALS REM 8 MAMIAI J�Q�•••'"••••• �� m A IX BUCK SG>=0.42 WOOD B 2X BUCK SG>=0.42 WOOD =Cx1iD * g2�'-Za'^m N i • C 1/4 MAX.SHIM SPACE 5/8"GLASS BITE 2400 SAS(DOW) D 1/4"X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW STEELrl// =DO,^ MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 7/8"THICK GLASS i'4�•'', ��`� >>°m m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE ❑� ii� , \% z d m d F #8-15 X 2-1/2'"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL 1/8"ANNEALED I nuIS O N :z G 1/4"X 3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \' a z n z o H F1R/ E2 3/4"HWH ELCO OR ff1N CONCRETE SCREW FVC AIR SPACE `� a N 9 q L a Olt maa� 3 CHANNEL COVER' PVC 9 GLAZING BEAD` PVC p I 1/8"ANNEALED E 9EEz 'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY INTERCEPT STEEL SPACER a 3a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. GT GlAi1NG DETAIL zo �" as 0 UC 3 ia m � w o � I Z R 5/8"GLASS BITE I/7'GLAZING TAPE of 4��. 7/8"THICK GLASS a a m i ❑� 5/32"ANNEALED m 2368" AIR SPACE Ln oc 5/37'ANNEALED o R p I En 1 216" FOAM SUPER SPACER ° ' cn � 0.924" o G2 GLAZING DETAIL � 0.065 a CD 0 a c o o o I Q F 5 31T m 3 FRAME 9 GLAZING BEAD 3 CHANNEL COVER z `w P10/08/17€ S.JK m cm BY. LFS cB.12u F 6 N rc