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HomeMy WebLinkAbout21-1417 D � Q - «�������� City Of Zephyrhills PERMIT NUMBER �,. 5335 Eighth Street Zephyrhills, FL 33542 BAR-001417-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 02/24/2021 Permit Type: Add/Alter Residential p � Property Number Street Address 1126 21 0010 15700 006514a-4treet Owner Information Permit Information Contractor Information Name: PEDRO CRUZ Permit Type:Add/Alter(Residential) Contractor: S&R INTERNATIONAL INC Class of Work:Add/Alter Residential Address: 5141 8Th St Building Valuation:$6,376.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 Phone: (813)312-2906 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$6,376.00 Total Fees:$107.82 Amount Paid:$107.82 Date Paid:2/24/2021 9:02:12AM Project Description REPLACE 4 WINDOWS S/S Application Fees Building Plan Review Fee $35.94 Building Permit Fee $71.88 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.O. MITrXP11RESOR SIGNATURE PE IT OFFICER 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 � J �_ Q Date Received Phone Contact for Permitting ,,,,(( [[[[[ aa Owner's Name �e( n Clr Lt Z "' Owner Phone Number I J e Owner p6's Address 51 Li i7 t . • Z'e 1 NY +I I s. Owner.Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address y p L I_ JOB ADDRESS SsNI F Sr Ze Yr" i'h tts LOT# I1 11 SUBDIVISION PARCEL ID# Z d©� `• 60. 6 11,61 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NE CONMALL 8 REPAIRT. SIGN = DEMOLISH PROPOSED USE EEr SFR Q COMM. = OTHER TYPE OF CONSTRUCTION Q BLOCK 0 FRAME STEEL = DESCRIPTION OF WORK A2i1h6VZ d 'Z e, -�✓ S r z,�. BUILDING SIZE SO FOOTAGE I HEIGHT c;�cr c�c c t rcorrcccccc rrrcrc s iE r4 c cceccs c;cccccCe s cct-rccc;cccc c ccc E c c cc, =BUILDING $ lX y 3,1 1P- In VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R EC. =PLUMBING $ �• I {�Q� V J i1�1(/ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS 0 ROOFING '= SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA _ =YES yN0 BUILDER COMPANY' �' z 1iI-li•�-c�tC(,-h1n Ire lJi3 Whr�e, ffo4 1 �� SIGNATURE y� REGISTERED - Y/N FEE CURREN - Y/N ��S (Yt'� Address. ELECTRICIAN COMPANY SIGNATURE REGIS I Y/N FEE CURREN Address License# PLUMBER COMPANY SIGNATURE :REGISTERED'.' Y/N' FEE CURREN Y/N' Address License# MECHANICAL COMPANY. SIGNATURE - - REGISTERED Y/N FEECURREN Y/N - Address license# OTHER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address License# 1881[a8a,a811181-1®.a[.818111'1.8111-18l81111881 all atlas 11[.188L8/12-1.9.118111 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 onste,Construction Plans,Stornwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge 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 ConsWction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.A[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,n.crzed . If over$250D,a Notice of Commencement is'required.(A/C upgrades over$7500) Agent(for the contractor)or Power of Attomey(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 813-780.002o 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 responsiblity 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 ficensed 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 properly.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"cerfificate 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 WatedSewer Impact tees 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 1 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 1 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,Water/Wastewater 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,after,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) q ,,7. I-^ OWNER OR AGENT CONTRACTOR '-- I I r`{'1 e- ��('•' r n'5 Subscribed and swom to(or affirmed)before me this u ;cribed and sworn r affirmed) me his by jd' b l4Y+c, , Who Ware personally known to me or haslhave produced of personalty kTstsw me or has/have produced as identification. ITn1 'q as identification. Notary Public `� r-� Notary Public Commission No. Commissi o. y�((�5 ,Z q Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped .ems® ELIZABETH SANJ .� oa Notary Public-State of�_ Commission #GG 35My Commission Exp August 16, 2023 CONTRACT Page I S&R INTERNATIONAL INC. DBA: WHITE HAT WINDOWS& MORE 5508 Pioneer Park Blvd STATE Lic#CBC1256893 Phone: (813) 810-2976 Tampa, FL 33634 Email: Sales@whitehatwindows.com Fax#(813)489-2434 Date:// 2020 Rep s Phone., 3, J0 Cell Phone: Bank: NAMES: Plan# 1- ADDRESS: L` CITY: Plan#2- FLORIDA ZIP:Z3y Z_ COUNTY: �A, " BANK ID# 2//,- All windows to be White Lifetime Vinyl Impact or Non Impact EY Glass to be double insulated with Low E C�i4rgon gas filled ❑ Double Hung Vinyl ❑ Single Hk72 Vinyl ❑ Soft Light or ❑ Custom Window Systems #of Horizontal Rollers 2 LiteLXOOX_ # Of Horizontal Rollers 3 Lite XOX ❑ Sliding Glass Doors 72X80 ❑ 96 ❑ 96X96 ❑ 168X80 ❑ 144X80 ❑ Arch Top__X—Size ❑ StarBurst Grid ❑ Eyebrow X Size ❑ Casement Window Awning Window 3068 Entry Door Sidelight 1 or 2 ❑ French Doors Metal ❑ Interior blinds ❑ Door Painted Color ❑ Sq Ft Tex Cote Lifetime Cool Wall Color ❑ Trim Color ❑ Sq Ft 10 yr paint Color ❑ Trim Color ❑ Lin Ft Vinyl Vented Soffit &Vinyl Coated Aluminum Fascia Color ❑ Lin Ft 5in Gutters #of down spouts Gutter Leaf Guard Protection ❑ Sq Ft of Stucco Repair Lin Ft of Wood Fascia Repair Pairs of shutters to paint ❑ # Of window Exterior trim painted Color Lin Ft of beams painted Color Others J- 5, <itG ° f� J(�/�,>� �C� ��" rc.� /. �..r-,���%►-i Y' {J / t,-'+� _L.-►c �,t .l �.�. t f-4 X 46 2 L ` +✓ ► �el.3 ur. Any prod uc s/agreements not written a o`ve are not included in this contract. $ e ""7 Total Contract Amount Owner Agrees Pay To Contractor: Payments as follows: $ Deposit upon signing of this contract; ❑ Cash ❑ Check ❑ Bank Draw $ .3 4--�' Balance due upon completion of job. (job to be financed) es ❑ No Balance Due upon completion of Installed products. Credit Card # ❑ Visa, ❑ Master Card, ❑ Discover, ❑ AMR Expiration Date CVC 3 or 4 digit# ❑ Bank Draw Credit Card Authorization (s).Signed: X DO NOT SIGN THIS CONTRACT IF BLANK.YOU ARE ENTITLED TO A COPY OF TIME CONTRACT AT THE TIME OF SIGNING. OWNER SIGNING BELOW REPRESENTS THAT HE/SHE IS AUTHORIZED TO EXECUTE THIS CONTRACT. BY SIGNING BELOW,OWNER CERTIFIES THAT HE/SHE WAS FURNISHED BY THE CONTRACTOR WITH A COPY OF THIS CONTRACT.MAILING ADDRESS:S 7ERNATIONAL INC.5508 PIONEER PARK BLVD TAMPA,FL 33634 Homeowner's X meowner's X Representative X / Contractor X U � c INSTR#2020211351 OR BK 10235 PG 2384 Page 1 of 1 12M IJ2020 1221 PM Rcpt:2237102 Rec:10,00 DS:0.00 IT:0.00 Nikki Alvarez Sowles,Esq.,Pasco County Clerk&Comptroller Notice of Commencement i 4 qiv-.u it 0 Permit# Tax Folio#I,"Z4-2 State of F1, County of BM t 0 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes.the following information is provided in this Notice of Commencement_ 1. Description of roperty.(legal description of the property,and street address if available) SPr:. Ito a oir As _&r 3-VAI, rZinifzi F,. 57/Ei1 g k sfi zephyrhills, F-L 35q-7_ 2. General description of improvement T 3. Owner's rnformat;on or Lesseeinformation if the lessee contracted for the improvement. Name: Red r7 (-r- 7— Phone Address. Sj 4/ S rk S . Z2 pJ 141rh i 1hl S Email Interest in property:` n 8t'41G ll9�ta!'D Name and address of fee simple title older(if different from Owner listed above) 4. Contracto information: Name: '►WIC- 3614lt°fi5 Pfsone��3� �f7 Z � Address:Z&;Z Ui Li h aiyd'.3 17,Y. Email sh o-4 �e #-talJ rws. Gar» 5. Surety information: %�(/i :�P, rL 3`f&F10- Name: Phone Fax Address: Amount of Bond 6. Lender information: Name: Phone Fax Address. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name: Phone Fax Address: 8. In addition to himself or herself,Owner designates the following person(s)to receive a copy of the Lrenor's Notice as provided by Section 713.13(1)(b),Florida Statutes. Name: Phone Fax Address: S. Expiration date of Notice of Commencergnt(the expiration date is one year from the date of recording unless a different date is specified). (1(ed). Date: f!Z i WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1.SECTION FLORIDA STATUTES,AND CAN 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 Wfr.V YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE DEMENT_ da Owner's Name ii ^ Sign re , STATE OF Ft_v t7 6�tL ,COUNTY OF 1 p LtS C+= f Swom to or subscribed before me this 1 day of 26�Y 'Te'-db� `'v���Z- who. personally known produced as identifications f+ Exp.Date: IZ' Z3 Commission Number. &Gr J J tZ'i ELiZA$ETH SANTINf Signature of Notary Public. ����� •y Notary Public-State of Florida Printed name of Notary Public: _• •= Commission .k GG 366129 My Commission Expires 9 August 16,2023 Dealer Quotation - Quote 335810 QUOTE EXPIRES SoftLite� 10250 Philipp Pkwy Phone: (330) 528 3400 30 DAYS FROM ® Windows&Doors Streetsboro, OH 44241 Fax: (330) 528 3501 REQUESTED www.soft-lite.com Bid For Shipping Address WHITE HAT WINDOWS&MORE 5508 PIONEER PARK BLVD 5508 PIONEER PARK BLVD TMAPA,FL 33634 TMAPA,FL 33634 Business: 813 810 2976 Fax: Quote Name: 5141 8 STREET Customer Number PO Required Date Quoted By 714321 11/19/2020 quickc Line Qty, Description Each Total 10-1 1 BCN Multilite Window 131.75 x 58.5 $1,072.57 $1,072.57 Comment Breakdown Viewed from Inside None Assigned Ir,I i Base Color=Soft-Lite White Unit 1 Base Price $273.03 Unit 1,3:Half Flex Screen'Bettervue Unit 1,3:Sill Expander=Y m" �' a � Cn Unit 2:Sill Expander=Y Unit 1 Left Sash $15.78 Lock Type=Standard GLASS.PKG.L ' - Lock Color=Soft-Lite White 43.25" 43:25". - 43.25" Unit 1,3:Foam Fill=Spray Foam Unit 1 Right Sash $15.78 131.75" Unit 1,3:Reinforced Sash=Y GLASS.PKG.R Unit 1,3:Double Locks=Y Unit 1,3:Primary Sash=R Unit 1 Left Sash $5.27 Unit 2:Foam Fill=Spray Foam GLASS.SPACER.L Glass Package=Solar Lowe& NFRC Values Argon Clear=Yes Unit 1 Right Sash $5.27 U-FACTOR SHGC Lowe=Loe 366 GLASS.SPACER.R 0.26 0.21 Argon Gas VT CR MagnaSeal Spacer Unit 2 Base Price $196.09 0.5 62 Double Strength Mull Type=7SM Unit 2 GLASS.PKG $31.56 Mulls 1:Vertical Factory 1"thick, 58.5"length Mulls 2:Vertical Factory 1"thick, Unit 2 GLASS.SPACER $10.55 58.5"length Wrap=G Unit 3 Base Price $273.03 Unit 3 Left Sash $15.78 Q GLASS.PKG.L Unit 3 Right Sash $15.78 J GLASS.PKG.R Unit 3 Left Sash $5.27 GLASS.SPACER.L Unit 3 Right Sash $5.27 GLASS.SPACER.R Base Price Multi-Lite $204.11 Page 1 of 2 Bid Dated: 11/19/2020 8:04 AM Customer Number PO Required Date Quoted By 714321 1/1/0001 quickc Line Qty Description Each Total 20-1 1 BCN Double Slider XX 66.75 x 59.75 $424.79 $424.79 1 Comment Breakdown Viewed from Inside None Assigned Base Color=Soft-Lite White Base Price $363.01 Half Flex Screen Bettervue cQn Sill Expander=Y Left Sash $23.15 Lock Type=Standard GLASS.PKG.L Lock Color=Soft-Lite White Foam Fill=Spray Foam C/q I Reinforced Sash=Y Right Sash $23.15 1 Double Locks=Y GLASS.PKG.R ^ 1 Primary Sash=R '+) Glass Package=Solar Lowe& Left Sash $7.74 RO=`b7 Argon GLASS.SPACER.L Clear=Yes NFRC Values Lowe=Loe 366 Right Sash $7.74 Argon Gas GLASS.SPACER.R U-FACTOR SHGC MagnaSeal Spacer 0.32 0.19 Double Strength VT CR Wrap=G 0.44 58 Line Qty Description Each Total 30-1 8 SRVPARTS Accessory Other $6.76 $54.08 Comment Breakdown Service Part Type=VINYL. None Assigned SV4978.-Soft-Lite Florida Flange Base Price $6.76 Service Base Color=Soft-Lite White Service PVC Exterior Coating= NOPVC Unit of Measure=Lengths Cut Length=186 Order Reason=NONWARRANTY Total Qty: 10 Total Material + EMI + Processing + 8.50% Tax = Total MCI Labor: $1,551.44 $0.00 $0.00 $131.87 $1,683.31 Page 2 of 2 Bid Dated: 11/19/2020 8:04 AM WHITE HAT Palm Harbor, 4.:4 WINDOWS810-2976 •• E-SalesaWhiteHafflindows.com www.WhiteHatVVindows.com CBG 1.256893 licensed t Bonded I Insured . 1/25/2021 To: City of Zephyrhills Building Department Re:Authorized Agents for S& R International DBA White Hat Windows and More I, Shane Stephens, owner of S& R International DBA White Hat Windows and More, authorize the following people to be agents for my company and are able to sign/pick up permits. Ron Hamlin 813-863-6100 Elizabeth Santini 727-686-0756 ' � ��-6 Shane Stephens Owner 813-810-2976 , ELIZABETH SANTINI �s Notary Public-State of Florida '®•= Commission k GG 355729 My Commission Expires August 16, 2023 i� to s 17-l got Of VIEW ��pH`�RNt1. �. ALL WORK SHALL COMPLY WITH PRSVA1I 11'0 CODES FLORIDA BUILDING Cot)El NATIONAL ELECTRIC CODE, F ZFpHYRHIL,.,, ID-Tw CITY 0 —&droom 5 CES, 67 X61 .601 -5 "Sip, I ao4T oF o Lite .Bringing.='4.iw ity-to.light. :. ... ..... o m 10250PhtrppParkway :=SE .CHARiFORFRAMESIZFSFIF Z':m o l �i StreetsbotoXh o44241 AD a j BAR}CELONA = _ LL o �. .. . M�ai�el-�tDSL30" .• � SL11D1NG WINDOW "NON-IMPACT Wz X V z S m �. EW,i GENERAL NOTES :-..` C i? 21 1. This product hasbeen evaluated and is in compliance with the 6th Edition(2017)Florida o' Building (HVHZ) Code(FBC)shucfural requitements excluding the"High Velocity Hunicarle Zone" i m . j f 77 IN s 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedmeht to base material shall be beyond wall dressing or stucco.. v F 1 3.''.When used In areas requiring wind bome debris protection,this product is required to be '__ o s_protected with an impactiresistant covering that complies with FBC Sections 1609.1.2& ` ' R301`2.1.2. � .+ I - -at, .... �•r.e..:,. - -..,_ .. ?ti - .„ .::i.:;.,aS:.:.!)3"'•'Z f.A:..: '.r mil:''-' — r, `0.—� 4. For 2x'stud framing construction,anchoring of these units shall be the some as that showntn for2x:buck masonry construction. • 5. Site!conditions that deviate from the details of this drawing require further f �'w z s engineering analysis by a licensed engineer or registered;architect. N Q -TA81XOFC6N1ENTS-:.'_.. 7 :,.:,:<;.; i .:`A S -�DEVGN'PRESSURE' S � � z � SHEEN DESCRIPTION GLASS; .0„ 1 Typical elevations,design pressures and general notes DIMFNTION ;r``DIMEtVSIQN:;:.L, <`POSRIVE;.,:NEGATIVE'= c 2 Horizontal cross sections a 3 Vertical cross sections 73.0"X 63.0" 31.437"x 54.37S" Gt +40.0 -40.0 e 4 Buck and frame anchoring cHw •_: LFg i gt/�W4W`NO.: 5.6_ Biflofmote a Com anents glazing deta7 63.W X 44.0" 26.437"x 35.375" Gl +55.0 _ --_--_--- SHW R`%ClientASoft-Ute PennanenAA-Florida Product Approvals\FL-15781 Florixontal Sliders\C-Drawings\FL-157816TH EC(2017)\FL-15781,15.dwg,2.2 -• 4•• • c (N(W(NN N++ m :r CY Q' Y 1f Y s�e =3Q H w•» 10 a e �m �0 N A •O Q Nth a j . Q NQ m m;' 0 {+gyp( <II I0 A N 4s Rls .a - .. m Q ' toy car LN Q m � o o -0 . z No.434D9 PRODUCT:.. DocurtknMPrwponn!'By.+r •;� SOFT—LiTE K7NOOii5 Lyndon-F.-Schri4dt �i At�aar�•�. O IErr � ` z 434C9P.E No. I�'•s+tnilA�+t l+'���`i .. $, m c. r— —1 PART OR-ASSEMBLY. BURRING CONSULTANTS, INC.. JNO, f 25' t$ REVISEWPRESSURE PAFtNGS ' LfS V V . P.O:Box 230,VaIrk9i FL 3389E DATE BY HORIZONTAL Phone'No.-813:BB9M97 REVISIONS-- -_ CROSS SECTIONS._._ 02017 R.W.Bun.o1No CCNSuLTAWS INC. ' ILNCientASoft-Lite Permanents-Florida Product Approvais\FL-15781 Horizontal Sliders\;-Drawirtgs\FL-157816TH ED,(2617)\F415781.15.dwg,32 m N ,Oilt71 , O ; O 0 " WN� .. •0 y '.�. CD T r O T S 1N. B 4"MIN. EMB.(I4 MYR.) EMBB.)iYP.) m N m w m ao as in to GiN • e, • s V 0 O 0 act' , M 2 z r r r Ca r r W r N ,p O �k 1-1/4'M1N. 1-1/41MN. EMB.(1YP.) EMB.VYP.) r , m Ca Ca m A m o a s o tggo Ca O a m 1 Za Go z -. as �>4 - o , = rn N •o N 1-T/4"MIN. 1-IM MIN. EMS.CTYP.) EMB.(".) . ``1111111111//F++++ .. No.43409 , Doarmvft Pn"fed W.r - ., . ` '� 1 SOFT—L/7E;WINDOWS LYridon'F. Sofirntdt rr '••• ��•;1 ��� :' I �. P.E. No. 43409� L♦��` -PART OR:ASSEMBLY.' BUILDING CONSULTANTS,`INC. f x.(n Ca I t/25/18 REVISED PRESSURE RATINGS LFS �- � ' P:O:1Bo>t�'23C10;;ValAcor FFLb3595 � v NO DATE " BY �71�' Phona'No•: 3.639:9197 REVISIONS CROSS'SECTIONS FOPE C.A: No:'9613'- 20 i 7'R:W:Bil•COiNB CON9ULTnN19'INC. "- "' • Z rAi ji i :O m �� Es..• •••.• b(IYR} 1I1t� �CtI1 SASH 1}I� 4" �r' .. .....'``,,� _> m to •-r— r---s— r. —L � 8�°i 9 g w m o a \ �F �o II.' E 5_ II - 11 - Sa II: ?XBIfCK F,'. qz BUCK I1 TYP. BUCK It 1XBUCK G' z <DIRECTTO it . FRAME JI' MASONRY,H 3 i MASONRY MASONRY 1I OPENING o OPENING II II J BUCKANCHORING , u fRAhtEANCHORING + • � CONCREIEANGHORNOTES: w t.Concrete anchorlocaGons;ot the tamers may be adjusted to maintain the min. 4 edge distance tb rd6dorJoints. w Z Concrete anchor locations noted;as MAX.ON CENTER"must be adjusted to maintain the min:-edge-dstance.to mortarjoints,addUional.concrete anchors maybe required to ensure,"the"MAX.ON CENTER"dimension are not exceeded, ro m &Concrete anchor fable; "MtNGCEAR 1NCE:':MIN:CLEARgA1GE o �. ,ANGHORs;A;NCNE3R .. ... iirQ:MASQNRY •:p,;)•:70.,A'DJAGENi;;` z i;TYPE:>;;;;; :fMBEDMEM. .......::_ : . a•<a':::..... ......:::::::: LL, ....................>..•::.:.::::•::•:.-:.::::..'.•:z:EDGE:..:::..z:•-,.=s;:-�-;'ANCNOk-:'s.:::: ;: •, : "z:!' � ayr-,IQ 08`17 i TAPCON 1JA" 1.1/c c � @ ELCO Quit s ' jK m g ULTRACONc 1/4" 1•TJ4" 1" $" :_ mx•ar LF'S 3 WOOD SCREW INSTALLATION NOTES: MWM ND- I.Maintain a minimum 5/8"edge distance,l"end distance,&1"o.c.spacing of 'FL-15781.15 r n wood screws to prevent the splitting of wood - WW ¢ of 8 t d MC7ientASoh-Ute Permanen7V1-Florida Product Approvals\FL-15781 Horizontal SliderAC=Drawings\FL-157816TH ED R017pFL-15781.15.dwg.52 '1 is 4 4- I.or g gas t 121" t.o —0� - N r Q Till o�O oas C=Z== 125" 0.62' 71 0.38d m Q °0.089" �� . 5i ¢O IS v ,e 0.41" oab. o.6r o oar��qq ?3 hf 81 ry 0.091" o 1.or No.43009 oocUn .Fr.,�,a. SO — TE WIND 7 yndori F.•Zhwh nlac P.E. No: 434os. FT'u OWS dNO ,.� BUILDING CON5ULTAli75, INC.U5 7.2S 78 REVISED:PRESSURE RATINGS LFS - P.O. =230.VDlrleo;FL+33595 1°f �, DATE By COMPONENTS Phone No.,8i3.BSB.9i97 REVISIONS ,' F'BPE'C.A: No:98i3 0 2D77 R.W,BUMDIND CDN$U6T^MW INC: �ttttt BILL OF MATERIALS J%%A. •........... �n+I IMR IL Q• v�A A IX BUCK SG>=0.42 WOOD B 2X BUCK SG>=OA2 WOOD C 1/4"MAX.SHIM SPACE D Ile X 2-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL >'•.MASONRY-3,000 PSI . E 301 OR HOLLOW LOCK CONFOR IN M NG TO ASTMIC90 O ACI CONCRETE NG f,I'//�ttttt tttt a ri i F #8-15 X 2-1/7 TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL D c G 1/4"X 3-1/4"HWH'ELCO OR ITW CONCRETE SCREW STEEL _z m z o H 1/4 X 2-3/4'HWH ELCO OR ITW CONCRETE SCREW STEEL \ \ u 9 o g a 1 FRAME' PVC \y` 'm n 0. 3 WEEP HOLE COVER* PVC N i 4 DSL FRAME FILLER* PVC ` vp �y 5 DSL HANDLE SASH* PVC 3a b— n, 6 KEEPER RAIL* PVC 5/8'GLASS BITE—�» 71W THICK 7 LOCK RAIL* PVC 1/8"ANNEALED 8 DSL MAIN SASH* PVC 0 -� 9 GLAZING BEAD* PVC 10 DSLCOVER• PVC z 11 ANTILIFTTRACK* PVC r 12 ROLLER SILL TRACK ALUM. 13 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE 14 REINFORCEMENT(6065d5 ALUM) ALUM. 'o LL ]5 -REINFORCEMENT(6065-TSALUM)'- ALUM. i!8°ANNEALED r+ ; 19 ROLLER ASSM. 1/TGLAZINGTAPE2 LOCK a a 20 LOCK KEEPER - Gl GtA7tNG DETAR' STEEL INTERCEPT SPACER m #7:X3/4"PFH TEK(LOCK) SS " 26 #8 X 1"PPH TEK(KEEPER) SS N 28." WEATHERSTRIP(187-270 TRI-FIN) i 'THE APPROVED'WHITE RIGID PVC EXTERIOR',EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS`. z co z 0 C5 1 V i d :--N.T.S.` t o J JK m cEa*: LFS 3 7. ..ONAMNG NO» rq t,..FL_ 1:c 15 _. t a{' _ 09 12SMAX.OVERALL FRAME WIDTH(TWIN) �p.�.. ' •�d�''y Oftite 1"MULUON ?. Sys!•• • Q=a 62"MAX.'SINGLE 6T MAX.SINGLE 5 8 •2� n ' indoWs UNIT FRAME WIDTH UNIT FRAME WIDTH V,• z le:O Bringing quality to Iight. ��'�.�• ••��`�` 10250PhlippParkway '�'�� 1IIlis �`` s c Streelsboro.Ohlo44241 � � 9 8 N o= x Em imov. �. g got 19044 ALUMINUM MULLION o= 1 Z r1 g1g �Z ti 2 � .. S � �a a $ z�. U o �z GENERAL NOTES LW K2 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida , 2 z a m Building Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone". _wy R 3 e 2. When used in areas requiring wind bome debris protection,this product(if mulled together with 2 c� impact rated windows)does not require protection from an impact resistant covering whenSHOWN SASH NOT o w used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 7609.1.2.2& FOR CLARITY MULLED TWIN WINDOW UNITS SHOWN & a $ R301.2.1.2.1. _ (Multiples also approved) 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1,this �Sm product must be protected with an impact resistant covering complying with FBC Sections e 1609.1.2&R301.2.1.2. uEticN PRESSURE(Psf)' :;' f<fa "MAX-SINGLE UNIT FRAMEN7Dr11 SaC:- ':a_-' :'..:'_ .,'.J.• : n v 4. Wood bucks b others,must be anchoredpropertyto transfer loads to the structure and "rh ;= ,. s"... •- N N Y :36: .`38 ' .,40".` '.42`_ .:441` .46"-. ',:48°: ,'SO"z._ 52""'`>64r `.:d0`. .`6T.. yr reviewed by the Building Official. :'=: 50 48 46 44 42 40 .39 . 38- ._37 36 35 35 34 34 8 w U,CZ)�� $ 5. Separate product approvals for each glazing product used with these mullions must be '-;BB".� 52 50 48 46 44 42 41 �40 39 38 37 36 36 35 submitted along with this mullion product approval.The design pressure rating of the assembly gd"^. 55 53 50 48 46.- 45 43_ 42 41 40 39 38 37 37 0 0 a shall be the lesser of the toad capacity of the mullionn-as specified using this approval or the w w design pressure rating of the individual glazing products used. = 84" 58 55- 53 51 49 47 _45 44 43 42 41 40 39 39 o c - >> " a , 62 59 56 54 52 : 51,. ':49 48 46 45 44 43 42 42 6, Anchoring of each glazing product to the mullion shad be as shown in this drawing or as shown y �- �^ In each individual glazing g z" =.'ea^ ' 65 62 59 57 55 ` 54 52 51 49 48 47 46 46 45 0„! g g product approval,whichever is more stringent. o , F 69 66 63 61 59 ..57 55 54 52 51 50 50 49 48,, ' ��R 7. Mulron anchor embedment to base material shall be beyond wall dressing or stucco. i 3 76" . 73 70 67 65 63 "61 - 59 58 56 55 54 53 52 ;'52 N °z � y 8. Any conditions not covered in this evaluation.are subject to separate engineering evaluation. :74 75 75 71 69 67 65 63 62 60 59 58 57 56 . 56 wrE 1 o i s 12 : 75 75 75 74 72 70 68 66 65 63 62 62 61 b0 U.,�. : 9 iAUTE OF CONTENTS' S € JK- SHEET B DESCRIPTION c:70 75 75 75 75 75 75 73 71 70 .'69 67 66 65 65 owo.ew F5 m d 1 Typical elevoliions,design pressures&general notes C10` of LFS ; 68";'" 75 75 75 75 75 75 75 75 74 74 73 72 71. 70 OMN7NG•ND.: rc r 2 MulNon details&cross sections n R did" 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.1 H "� SHEET�• OF 2 Shown,withSoft-Life ����C.••••••• fixed casement frame under separate approval. #10X5/LT'PPHSMS =`sty •A' 1-4 (4 each bracket). _- Ic 1.436" I� 0.125' n ® '�ttttNt•tttt Z am d 015" 0.727 E E m Z Z 0 0.477 ❑ p T m 2 W 0.125' N a ai. 9 p t M i 1 3 ° 1 HORIZONTAL CROSS SECTION 8 Oa c "' $ @ anchor clip MULLION 19044 (4)MURron Bracket anchors 2 bD63-T5 AtUM. required intoosubstrate as 2.75' (See ANCHOR SCHEDULE) �Q. Refer to separate window approval for quantity,location z�- 5S &size of anchors required to fasten window frame to mullion. = r oy At a minimum,use#10 PPH Self-drilling SMS located 6'from ? m ANCHOR BRACKET(t8102) each end and spaced 187 mox.o.c.(a min.of 3 threads Z 6063 T5 ALUM. must protrude through the mullion face). < �� o < JU y F( K O a ��❑ ❑�� II Not.. a F WINDOW UNITN07 MULLION 119044) ( I SHOWN FOR CLARITY ^V V N N 2 HORIZONTAL CROSS SECTION th o #10 X 5/8"PPH SMS 2 through mull o- on m ANCHOR BRACKET(18102) o o Cr 8 MUIIIONANCNORtlRACKEiANCffORSCHEDUIE :51 5 a 3 SUBSiRN1E -ANCHOR''• - ,EMBEDMENT .; 'EDGEDISTANCE CENTER-10-CENMR n w ' SPACING•%ir w s WOOO, #12PFHWOODSCREW sZq WIT MIN, 1•MIN. 1•I/2 MIN: n v Fr/Ilj�i Z SUBSTRATE (4)Anchors required into substrate 1ls0la PFlt w-Z o° 4IMS (See ANCHORSCHEDULEj .CC7MCRETE' (IWBUROIXTAPCON® T-tt4"MlN. 2-11TMIN. }.3/d"M1N. , 610 16 12 i 3 ANCHOR BRACKET DETAIL 12a4 HWH Httn KW K FLDC AMIN.OF3THRFADS OWB.Bi: JKm #.10X5/8". 2 :_::'STEEL• ' SELP PJWNGSCREW sHuePrtoT&ttaETHROrtGH 1•MIN. 1-1l2"MtN. .' 3 (2 EACH FACE) p,..y THEMSUBb1RMTE CHx.Bn LFS ORAWWG NO.: ,z WOOD FRAMING(( M>-OS5) •, cpa R BRACKET-TO-MULLION MAIL CONCRETECONFORMNGTOACI301i3,000PSIMIN .RHOLLOWBLOCKCONFORMINOTOASTM00 FL-16026.1 STEEL CONFORMNGTOAStMA'S3,idOX.QA60'141N.THICKNESS(TV=33A00 PSI,Fu=4S.00DPSI) SHEET 2 oe 2 e v a Z Li - y / jtt s aA11V1YVS SEE CHART F4R z �. om FRAMESiZES �\1%' I;•. �. a'a;M) PV Btingtrig quality ii:-* ght. _ ���� ....... � z ..r 10250Phili Parkwayttttt tttt mz �:. Sheotsboro,Ohio 44241 �4L�i BARCELO'NA;; Nadel :PW30 Ilk PICTURE WINDOW Az w 'NON. .-IMPACT' -. s ' GENERAL NOTES ca ¢ 1. This product has be.en.evaiuoted and is in compliance with the 6th Edition(2017)Florida Building Code{FBCj'siriicturol requirements excluding the"Nigh Velocity Hurricane Iona" o N (NVI iZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment ! to base material shall be beyond wall dressing or stucco. 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 Sections 1609.1.2& z R301:2.1.2. d. For?k stUd framing con5lNction,anchoring of these units shall be the some as that _ =-=a , shown for 2x buck masonry construction. 5. Site conditions that deviate from the detaiis.'of this drawing require further engineedrig anaiysis by a licensed engineer or registered architect. - t!;.r ;MAX.'; MAX.;:=`:;C :pES►GN PRESSURE'"S' ti :FRAME ,D:G(S:; �:•:f, „ '{' <'�� TYPE" FOS11fVE;l'.''NEC+A11YEr a } 7A8tE OF COMENfS "."ti1MEN5tOtV DIMENSION r SHEEN DESCRIMON 48.0"X 63.0" 41.56"x 56.56" GI +65.0 •65.0 z ,� 1 1WIcal elevations,design pressures and general notes od?E 1p`.Qg 1'72 Z 2: _.Horaantat cross sections'- - 41LU X 76.0" 4156"x 64.56" G1 +50.0 .50.0 3 Buck and frame anchoring 4 Buck and frame anchoring 72.0"X 72.0" 65.56"x 65.56" G2 +45.0 .45,0 °F°gr JK% m 5 Buck and home onchodng °"°'$!' LFS 6 Bill of materials,components and glazing detall °tuxum-wo: a F=15768.12 n R:1Olents\So%4 to Permanent\A-Florida Product Appmv6BlR.-15768 Faed\C-Drawin%kFL 15768(201�\FL-1576812.dvg,2.2 ' e N N No '1? •v Z OR NNu w NOD Z �0 N N � aO m 0 >e op � h 2 o eD- 00 tq z �H H n �0 I°' 0 w z a r a � N �. Iz llllllll/// o�111 S{iNf►�Jtr�i� • ����Na 43409` � , pip.�. ..E PRODUCE Dooum.rM Pmpa .By r� :9,, ••• ,� SOFf--LI7E WINDOWS Lyndan F. SaFxintdt �i' .Fi ti... N ��/t/0 Al- OR . . % �!!/Ill{11j11. OR ASSEMBLY: BUILDING'CONSULTANTS. INC. - PU Box 230.YoirIoo, FL IM1595 (O1 V NO .DATE gY HORIZONTAL. . Phone No.: 813"859.4187 N �. _. REVISIONS._ ._. __ .. CROSS SEG710NS,- FHPE-CA Na-98i3 ®201 7 R.W.BUILDING CONOULTANI9 INC. OF en i 13.5'MAXOC.{TYf'.) z* {rjj:om_ i •`4\ (IYP.)v _ .,211"MAX O.C.(TYP.) ice• ?i' ^q,n } S,---^r �. _ ey•.. aj.. r+..�::, �rP•) /��'�r►11•titl z q�'y r C W po - .• a a 2k16UCK •F eZ TYP. 1XBUCK G '£ei BUCK DIRECT TO H 8 3c ` MASONRY FRAME MASONRYtu MASONRY OPENING m OPENING " ?,::i BUCKANCHORING FRAMEANCHORING MAX DESIGN PRESSURE +4S/-45 PSF o .. .. .. in it CONCRETEANCHOR'NOTES: 1.Concrete anchdrlocoHons of the comers may be adjusted to maintain the min. edge distance to mortarjoints. 1 2.Concrete,'dnchgrtocpUons.noted as"MAX ON CENTER"must be adjusted to maintain the min.edge distance to►&16iJofntsFddc*onat concrete anchors, may be,required to ensure'the'MAX.ON CENTER"-diffibnsion are not exceeded. :? 3:Concretevnchortable: tN NCk�_:::::::.::..::...:.:•:.:_-.:.::..:,:::':::: -::;_-:...,::,.::.•'M �GLEARA� 'MtN:_CLEARANCE`• � a ��ANG�fC►12i ANGNQR';':;;e:-. MtNi;` a� ;;;........._.............._,. ........... ............ u m :.,:..::::: TQ:MASONR aa'::`•1?TOi4DJA.CENT'.f: x ............ . i:2ANCHOR::;:''t':.. � _ Z. 0 IYW TAPCON,.;ELCOe P® - owo. -"JK. m' 8 ULTRACON am 6Tr=` LFS 3 WOOD SCREW-INSTALLATION NOTES:, owaxxc�rw T:Maintain a minimum 5/8'edge.disf6rice 1"_'endiilftance,&1"o.c.spacing of... ;:jF1=15788.12 a 32 wood.screws.toprevent.thespfitKng.ofwood. _ .. ...... _._... _. _sass 5"or .5... Q J I if BILL OFMATERIALS �4 ti ' 1?EM 8. - MATERIAL A 1XBU.CKSG>=0A2 WOOD =X B-•. 2X BUCK SG>=0A2 WOOD —'Z° CIO,.Z C 1/r MAX:SHIM SPACE _ SIR'GLASS BITE °; 2400SAS(DOW) t o; D. _1/4"X 2-3X PFH ELCG OR ITW,CONCRETE SCREW STEEL `'• �' .` "' E 3U1 dRHOII OBLOCKCONFORBli1NGi'dASTMC pNFORMING TOAC( ;CONCRETE ❑� 7/8 TH1N EALED ''''ttttt t ist� `,' z>°'a F 113-15 X 2-1/7-TRUSS HEAD SMS(1-3/e"MIN.EMBEDMENT) STEEL 187A o •:z; 'G 114"X34/4"HWELWOR ITW CONCRETE SCREW- STEEL . z,g=X H' i J.4"X 2 3l4"HWH ELCO C7R T(W CONCRETE SCREW STEEL �_ >;L o §7'F W, 1 FRAME' PVC AIR SPACE -:�a p OIL' "� m dad 3 CHANNEL COVER` PVC ''` 9 . :GLAZING BEAD` PVC D I 1/8"ANNEALED E 9? , •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY INTERCEPT STEEL SPACER Ia EXTRUDERS LICENSEES IN AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". Y I CrT GIALNG DETAl1 �' r � �I.1.••tJ a GLASS BITE I/2"GLAZING TAPE a: 71W THICK GLASS a a-m ' 4.288" ❑� 5l32"ANNEALED 8 i AIR SPACE o� 513T ANNEALED rn 1316"' FOAM SUPER SPACER 0.924" � � G2 GLAZING DE7A11. � o m' 0 o , - z wi x g' T FRAME 9: GLAZINGBEAD 3 CHANNEL COVER•- I M100 OB'.17 , z t.oWc er: ,JK m' eiRa.°:i W. LFS 3 DROMR MD.: tt FL < o 15768.12 i sxEsi $ aF g z ,14S MAX O.C.(TYP.) (TYP.) :u .. .. ..e S' v •j �•.. �.i. _ .... eh_'.e•i.. :J j-.-6'{(YP.j ","+mist '' . V.•i • I IN sTy TYP:' - 2X BUCK IF ,4'0 �oZ+ } IXBUCK 4£ O to 2X DIRECT TO t?a BUCK BUCK MASONRY H i FRAME--, (TYP.j o MASONRY MASONRY : OPENING OPENING j 77 BUCK ANCHORING FRAME ANCHORING 48X63' ` 2 MAX DESIGN PRESSURE a+66/-66 PSF ! ' pi I; -- rni CONCRETE ANCHOR NOTES. j 1.Concrete anchor locations at the comers may be o4usfed to maintain the mh. edge distance to mortarjoints. 2.Concrete anchor locations noted as"MAX.ONCENTER"must beadjustedto maintain the min.edge distance to martar joints additional concrete anchors >x may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. 5 3. Concrete anchor table: 2" :,.MlN7C!'EARANEE:, iM1NJGCEARANCE' _ •. .. �:. ':a �Y1tVGffOR:{.ANGNC?R;:a::.t; �..:.......... - a EM 70 MASdNRY.-:.;` ;x;>`TO;ADlAGEM•::,, •:::•..:.: Z o a TKPE': BED,MEM :;.;,.>,:•.::•>EbGh;'. :;:r i?:;''i:ANNOk<?''•' ITW 1® '.': 4" i-1J4" 4 n 4^> :10 A8 17. o TAPCON / - 5 ELCo ® IN 1.1/4" 1" 4" is:er7 W JK m ULTRACON pi1L Bic;` !FS 9 I WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 5/8"edge distance,i"end distance,&1"o.c.spacing of ;`W—=15768.12 n woodsc(ews}o prevent the splitting of wood. � . . . . ,. ._. . .. ---'.. .. . ._ ._... _.__ ... . _.. .:._:4: swat-••i-or 6-- a a • d, +i +• • +i + 1 e PYF.) '',�� •+♦••• .....I.• 'tom It O 1 m }: R T t\ I�$t 9in C W TYYP. 2X BUCK F \ '4 w R t "vv maH IX BUCK t8 - i BUCK DIRECT TO H v MASONRY EvY� FRAME PYP.) BE MASONRY MASONRY OPENING OPENING r w m � i• � i• !I O a�"" �'a 0 I ` I BUCKANCHORING FRAMEANCHORING 48"X 76' th MAX DESIGN PRESSURE=+50/•50 PSF YJ CONCREIEANCNOR NOTES: G 1.Concrete anchor IocaRons at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2.Concrete anchor locations noted "MAX.as ON CENTER"must be adjusted to maintain the min.edge distance to mortarjaints,oddIllonai concrete anchors- may be required to ensure the'MAX:ON CENTER"dimenslon ore not exceeded. 9 3.Concrete anchor table: H :;CLEARANCE:! MIN..CLEARANCE ANCHOR -ANCHORo' i. ...,. .. :.... ... ..... ..........._......_. .. ? ifN ':.,kMM 8,MENT;",;;.iQ.'MA$ON ;..::?i;:TO:ADJA'CEM:;'> a {,;• O c . .•:,::::.-'::.:::..:.::.:...:•::: .....EbGES` '..r'-; •4:'.:7ANCtfORes:i.;. El 1TIN ode:4.6 08/17 z TAPCONO 1/4" 114/4" 2" 41 N.T.'S. ELCO owo.'eri JK m' ULTRACON8 1/4" 1.1/4" 1" 4" aawTW= LF5 3 WOOD SCREW INSTALLATION NOTES: Ha 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of -'F1-15768.12 n wood screws to prevent the splitting of wood. n a _