Loading...
HomeMy WebLinkAbout23-6571City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-006571-2023 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 07/12/2023 ;=Rff#]�A M-111ai Ilt=-imln. Phone WSZOWSIM Class of Work: Add/Alter Residential Building Valuation: $5,816,00 Electrical Valuation: $0.00 Mechanical Valuation: $0,00 Plumbing Valuation: $0.00 Total Valuation: $5,816.00 Total Fees: $69.08 Amount Paid: $69.08 Date Paid: 7/12/2023 10:17:04A] 35574 Stella Vast Drive Contractor: RENEWAL BY ANDERSEN OF FLA r`l /1 250 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 thal may *e fiynle in the "e lie mcoris *f thiis o*,imty, anif therewy-4e Aermit reltyireif fr*m #tMr1g*,eermmei-1t,?,I entities such as water management, state agencies or federal agencies. ff ffmm�- A?.Vt WW1.,rV,.WeV" accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. SIGNATURE No ON, PEfIT OFFICEU :RMOUT 4111111,11MIM&MU01,11 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received 16/29/2023 EMM= rw M.T• M� Owner's Address 135574 Stella Vast Dr Owner Phone Number Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 35574 Stella Vast Dr Zephryhills FL 33541 LOT III SUBDIVISION PARCEL to# 1 32-25-21-0100-01900-0080 (OBTAINED rRom PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8ADD/ALT SIGN DEMOLISH R INSTALL REPAIR PROPOSED USE Q SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Replacing 1 door size for size BUILDING SIZE SO FOOTAGE = HEIGHT [MBUILDING $ 5,816.00 J VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R,E.C. =PLUMBING =MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION = GAS ROOFING FINISHED FLOOR ELEVATIONS 7RTM Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE Address MECHANICAL SIGNATURE Address OTHER SIGNATURE Address IIIIIIII RESIDENTIAL SPECIALTY = OTHER FLOOD ZONE AREA =YES NO COMPANY Renewal By Andersen of Florida REGISTERED LILNJ FEE C.RRE1 FL 32810 License # I CGC152613 COMPANY F_ REGISTERED LILN_J FEE UTFIFI COMPANY License # REGISTERED Y J N FEECURREN License # COMPANY REGISTERED License # COMPANY REGISTERED FEE CURREI\Y I� License # 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, Stormwater Plans wl Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects 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/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all new projects. All commercial requirements must meet compliance Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. M 1114111 11 1,11 ......... ........... ......... I a 1 1 11 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C 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 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 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 "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 1, 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, Water/Wastewater Treatment. Southwest Florida Water Management District -Wells, Cypress Bayheads, Weiland 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. 0 . 12-1vill OWNER OR AGENTS ___1_1 'A / I CONTRACTOR Subscribed and a ir had) 6 is Subscribed and s orn to raffir b y y tome A orl fle y y or Who is/are p�er n to tme or hi6/wfive produced Who is/are pe nown to me or has/have produced as identification. as identification. Public Commission Commission r'P 117 17 Name of Note tea or siampeT­— Name of Notary ty r stffi aR d Notary Public ry Public State of Florida State of Florida Comm# 1-11-1399456 COMM# HH399456 Expires 5/17/2027 Expires 5/17/2027 Public rici Parcel to No 32-25-21-0100-01900-008iX NOTICE OF COMMENCEMENT State Of FIt7rYdS county of PASCO THE UNDERSIGNED hereby gives notice that Improvement we be made to certain real property, and In accordance with Chapter 713, Florida Statutes. the following information Is WWded In this Notice of Commencement 1. Description of Property: Parcel identification No. 32.25-21-01 1900-OM SOLVERADID RANCH SUBDIVISION PHASES 7, 9% 1 1A AND I 1B Street Add ass: 35574 STELLA VAST DRIVE, ZEPHYRHILLS, FL 33541 2. General Description of Improvement 1 Owner Information or Les3evinformation Ifthe Lessee contracted for the improvement: NELSON MARIAN KARLCTA Nam 35574 STELLA VAST DRIVE ZFP14YRHII I R FL 335At FL Address CRY State Interest In Property. ChIffm Name of Fee Simple Titleholder. (if different from Owner listed above) Address city state 4. Contractor; Baneml j}+gAnden�en of Florida 011? 9 A= pdv-,. Tampa FL Address city State Contractot's Telephone No.; 5. Surely; Ad see City Amount of Bond; Telephone No.; 6. Lender; Nam Address CRY state Lender's Telephone No.: 7. Persons within the State or Florida designated by if* owner upon whom notices or other documents may be served as provided by Section 71 3.13(l)(a)(7), Florida Stamdes: Name CRY state Telephone Number of Designated Person: S. In addition to himself, the owner designates of - to rocsW a oW of the Uenor's Notice as provided In Section 713.13(lXb), Florida Statutes. Telephone Number of Person or Entity Designated by Owner: 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one year from the date of recording unless a different dade Is specified): Under penalty of pe4ury I declare that I have read the W"c*V notice of commencennent and that the facts stated therein are true to the beat of my knowledge and Qef. STATE OF FLORIDA couNw or PASCO Signature of Owner or Lessee, or Ownses or Lessee's Authorized Offloon/Diremor/Partner/Manager Undatl bjalaon S. terys Tinstorthe C-Y-1 The loregoing Insbuntent was acknowledged before me th1szQ0dayGfMW'Uy-VA0-r'd'kq p .O w%.—% se ft.. of authadw. .-,�1ear-trustes in fact) for SO (norno of party onAshal I in exacgited). Personally Known 0 QR Produced Identificationk A Type of ftlentitication Produced N425:551 -61 -866D Wkoly ru"n- State of Florida COMMill HH272126 Expims 6/5/2026 vvoaMA�cA/notmecommenceff*nLpoOS3048 Doc ID: ddfe6972e9343oea7fO99Oc6b64b3d8l9671- i Door Agreement Document and Payment Terms RBA: RENEWAL BY ANDERSEN OF FLORIDA WEWA Marian Nelson Legal Name: JLM Windows, LLC 35574 Stella Vast Or P. E N L 0GC1527613 Zephyrhills, FL 33541 byANDERSEN' 997 West Kennedy Blvd. Suite Al I Orlando, FL 32810 H: (980)205-0138 Phone: 407- Buyer(s) hereby jointly and severally agrees to purchase the products and/or services of JLM Windows, LLC d/b/a Renewal by Andersen of Florida("Contractor"), in accordance with the terms and conditions described in this Agreement Document and Payment Terms, any documents listed in the Table of Contents, and any other document attached to this Agreement Document, the terms of which are all agreed to by the parties and incorporated herein by reference (collectively, this "Agreement"). Buyer(s) hereby agrees to sign a completion certificate after Contractor has completed all work under this Agreement. TOTAL JOB AMOUNT: $5,816 By signing this Agreement, you acknowledge that the Balance Due, and the Amount Financed must be made by personal check, bank check, credit card, or cash. DEPOSIT RECEIVED: $5,816 BALANCE DUE: $0 Estimated Start: 16-24 weeks AMOUNT FINANCED: $0 We schedule installations based on the date of the signed contract and secondarily on the date METHOD OF PAYMENT: Check in which we complete the technical measurements. The installation date that we are providing at this time is only an estimate. We will communicate an official date and time at a later date. Rain and extreme weather are the most common causes for delay, NOTES: Buyer(s) agrees and understands that this Agreement constitutes the entire understandings between the parties and that there are no verbal understandings changing or modifying any of the terms of this Agreement. No alterations to or deviations from this Agreement will be valid without the signed, written consent of both the Buyer(s) and Contractor. Buyer(s) hereby acknowledges that Buyer(s) 1) has read this Agreement, understands the terms of this Agreement, and has received a completed, signed, and dated copy of this Agreement, including the two attached Notices of Cancellation, on the date first written above and 2) was orally informed of Buyer's right to cancel this Agreement. NOTICE TO BUYER: Do not sign this contract If blank, You are entitled to a copy of the contract at the time you sign. YOU, THE BUYER, MAY CANCEL THIS TRANSACTION AT ANY TIME NOT LATER THAN MIDNIGHT OF 05/20/2023 OR THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION, WHICHEVER DATE IS LATER. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. SIGNATURE OF SALES PERSON SIGNATURE SIGNATURE Joyce Towne Marian Nelson PRINT NAME OF SALES PERSON PRINT NAME PRINT NAME 05/17/23 Page 2 / 29 Order Summary dba:RENEWAL BY ANDERSEN OF FLORIDA Marian Nelson Legal Name:JLM Windows,LLC I License#CGC 1527613 35574 Stella Vast Dr RENEWAL997 West Kennedy Blvd.Suite Al (Orlando,FL 32810 Zephyrhills,FL 33541 v ANDERSEN Phone:407-803-4723 I Fax:407-386-8262 1 concierg e©rbafla m.co H.(980)205-0138 Fffi3kHfE IYIWPQNd P0.0.@AEftMEghYf Measure Tech:Joyce Towne,(813)295-8939 ► •, JOB 101 Dining 7G-112" 79-1I2° Patio Door: , Gliding, 20 Series Pe.rma-Sho 1, 2 Panel, 5tati'onary Active, Exterior Black, Interior Black Performance Calculator: , 75 id Wind Speed 12/ /c 4, PG Rating: 25 1 DP Rating: + 25 / 25 Glass: , All Sash: Tempered H g h Pert. SrnartSun Glass Hardware: , Aihany, €3iacl<, Foot Lock Coffer Matched Screen- , &' ding, Full Screen Grille t ( Style: , Co Cr lc Mt.c: , None Construc₹ion: None Mc tonal: None PRODUCTS: 1 WINDOWS: 0 PATIO DOORS: 1 ENTRY DOORS: 0 SPECIALTY: 0 MISC: 0 Updated 6129123 • Estimated Duration: UNIT NOTES ....... .......... ......... 1€11 �. { •e. a • 06/29/23 Page 2 / 7 1 1 tx . l\i d';2iri\?*100s1S,Y,`Y}kt.b\l\Z&'t Si ik Ya:: BCIS Home Log In User Registration Hot'ibpics Submit Surcharge Stets&Facts Publications j Contact Us SCTS Product,Approval � USER:Pubiic User > ._.... .. > >Application Detail FL# FL14429-121 O Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Andersen Corporation Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 alan.be ad@AndersenCorp.com Authorized Signature Alan Barstad clan.barstadAndersenCorp,com Technical Representative Address/Phone/Email Quality Assurance Representative Alan Barstad Address/Phone/Email 100 Fourth Avenue North Bayport, MN 55003 (651) 264-5308 abarstad@andersencorp.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Archite Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/16/2030 Validated By Zachary R. Priest, P.E. Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) r AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/ A 101/I.S.2/A440 AAMA/WDMNCSA 101/I,S.2/A440 ASTM E1886 ASTM E1996 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/16/2022 Date Validated 08/16/2022 Date Pending FBC Approval 08/28/2022 Date Approved 10/11/2022 Summary of Products FL S Model, Number or Name Description 129.1 100 Series Gliding Patio Door(Non- 100 Series Gliding Patio Door(Non-HVH HVHZ)(Non-Impact) Limits of Use Installation Instructions Approved for use in NVNL No 0 II yJ Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Fiore Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: +30/-30 Evaluation Reports Other: See Installation Instructions and Evaluation report for i k 14 1'0 RIO AL PLROb t X35 222 o, allowable sizes, installation requirements and limits of use. Created by Independent Third Party: Ye 14...29,2 200 Series Narroline Gliding Patio 200 Series Narroline Gliding Patio Door I Door(Non-HVHZ)(Non-Impact) Impact) Limits of Use Installation Instructions Approved for use in HVHZ: No ii. ? Fe JI A' 02u 0. Approved for use outside HVHZ: Yes Verified By: Hermes F Norero, P,E.Florl Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for s l 1 AO°_ c 11� E"',"r° allowable design pressures, sizes, installation requirements and Created by Independent Third Party: Ye 1Wi Its of use. 14429. 200 Series Perma-Shield Gliding 200 Series Perma-Shield Gliding Patio D Patio Door(Non-HVHZ)(Non-Impact) ,Impact) Limits of Use Installation Instructions Approved for use in HVHZ: No AI"�., .S 0 Approved for use outside HVHZ: Yes Verified By: Hermes F Norero, P.E.Florl Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and limits of use. Created by Independent Third Party: Y€ 14429.4 400 Series Frenchwood Gliding Patio 400 Series Frenchwood Gliding Patio Do+ Door(Non-HVHZ)(Non-Impact) Impact) Limits of Use Installation Instructions Approved for use in HVHZ: No F L14429... C 1 D11 �_ tF Approved for use outside HVHZ: Yes Verified By:Hermes F. Norero, RE. Fiorl Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for FL1442tx CIO . "E Rt� r s nit allowable design pressures, sizes, installation requirements and Created by Independent Third Party: Ye limits of use. 14429.5 A-Series Frenchwood Gliding Patio A-Series Frenchwood Gliding Patio Door Door(Non-HVHZ)(Non-Impact) Impact) Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Fiorl Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for FL:a_4 29 RICO F E 311 SS 2 -,'Z allowable design pressures, sizes, installation requirements and Created by Independent Third Party: Ye limits of use. 14429.6 A-Series Frenchwood Gliding Patio A-Series Frenchwood Gliding Patio Door Door DPUP(HVHZ)(Non-Impact) Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes F .e 2 RIO 11 D 1 S 2 . 91 a Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Flora Impact Resistant: No Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and Created by Independent Third Party: Ye limits of use. 14429.7 A-Series Frenchwood Gliding Patio A-Series Frenchwood Gliding Patio Door Door with Stormwatch Protection Protection (HVHZ)(Irnpact) (HVHZ)(Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florl Impact Resistant:Yes Created by Independent Third Party: Ye Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Evaluation report for allowable design pressures, sizes, installation requirements and Created by Independent Third Party: Ye limits of use. ncLi: 6 01 Btair_` +�.�4,. ,., ssee FL 32399 Pho�„...—'$504874124 The State of Florida is an EEO employer. pht 2007-2013 State of Fiod :: a y_S m nt::Acc ibis ty Under Florida law,email addresses are public records.If you do not want your email address released in response to a public-records n mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*P Florida Statutes,effectIve October 1,2012,licensees licensed under Chapter 455,FS.must provide the Department with an email addre! provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to sup provide the Department with an email address which can be made available to the public,To determine if you are a licensee under Chapt Product Approval Accepts Credit Card ANDERSEN CORPORATION 200 SERIES PERMA-SHIELD GLIDING PATIO DOOR L (A)LNSTAUAUON ANCHONr .D AT EACH ANCHON { WCAflON ENOWN,UNLESS OTHEEWESESTATED. _LK OF IS THEMINIMUM GEN2.I ALLA . ROF TO BE 1. THE ISD EDAyml 3 R4STI INA MANUFAcWRERIJEDING t TO °WITHT CURRENT 55 A TABLE OF CO ENTSTOL CEOF /SI OPT ED IN THE Ev TEDACCO HG: t- ANCHOR LAYOUT DETAIL(LE.,WITHOUT CONSIDERATION • AAM M W A/CSA 101/I.S.Z/ 11 SHEET SHEET DESCRIPTION CS g s TOLERANCES).TOLERANCESARE NOTCUMULATIVE FROM ONE +! zd y A TUACYOF THE EXISTING . D TING STRUCTURAL INSTALLATION ANCHOR TO THE NEXT. 2 '--�----�-m- ^m— CONCRETE/MASONRY,2X AND METALSTLID FRAMINGAS 1 AND ALLA "� 4ThV4OUGH PRAMF FOB iNSTALlATiONINTO 25 BUCK OR FRAMING AMAIN WIND FORCE RESISTINGSA OF 2ANCHOR .a.... .� 4i #1.@ OF LENGTH TO 1 Y{gWITHSTANDING ELEVATIONS&A OR LAY S .IYi INCH MINIMUM EMBEDMENT INTO TE LOADSTO OF ....,.._,_,.r THE ENGINEER MAINTAIN MINIMUM 3/4'EDGE DISTANCE. OF THE .` 3 i NS FROIECTOFINSTALLATION. .. ,__..._.._{.,,.._.__. REMARKS 9Y DATE . 4 ` VERTICALSECTIONS&GLAZING DETAILS 'sH FBCCODE 5R ,SB. S.CONCRETE ONCR TEFRAME:ROB R DIRRC LSONTltCOUCR IX BUCK TO +---. ZMASONRY,4H#BN Y O 3, 1542102K 27f EN USED)SHALL ES � ALSECTKIPI5 USE+4 ITWTAPCONS OFSUFIOENT LEN€3THTO ACFIIEVE 1214 ANCHOREDTO FROFERLYTRANSFER AULODSATOTHE INCH MINIMUM EMBEDMENT AND MAINTAIN MINIMUM Z'EDGE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE - B .�..., SIOFLITE MUUJONS -_.. DISTANCE. RESPONSIBRITY OF THE ENGINEEROR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 7 t MUUJONANCHORDETARS t' mmxunaeoemssa om�ame 2D.THROUGH FRAME:FOR INSTAUATIOFI INTO METAL SUBSTRATES u¢sBexw,ems:�urear�earesnc4urnrax�nurs USE S'LSE—SkLF-DRWNG OR SEUFTAPPING SCREWS OF 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE airAswrnr:m€.issmt�+orritmsam�msruun SUFFICIE.NTIENGTHTO ACHIEVES THREADS MINIMUM GEN+ERICAND MAY NOT REFLECT ACTUAL CONDITIONS FOR wa+mrc afmo %oxe�n,R�2xe PENETRATION BEYOND METAL FRAME SUBSTRATE AND MAINTAIN ASPS OFLCSITE IF SITE CONDITIONS CAUSE INSTALLATIONwnnarmn MINIMUM 3/4'EDGE DISTANCE. TO DEVIATE FROMTHE REQUIREMENTS DETAILED HEREIN, A UCENSEDENGIPIEEROR ARCHITECT SHALL PREPARE SITE F NINeB 11 MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. NtSat. FINISHES,INCLUDING BUT NOT LIMITED TO S1UCCO,FOAM,BRICKS PROTECTIVE LS TO DESIGN PRESSURE RATING 1 __.,.,._.._.,-,�-- 12 I. ANDRESISTANCE ¢.`"'.� m MADE OF CORROSION RESISTANT MATERIALOR HAVE A s. WOOD ANDS MILE �� N aT3 , CORROSION PRODUCTJ O.A.SIZE CONFIGURATION C PRESSURE : IMPACT * 13.FOR HOLLOWBLOCK AND GROUT FILLED BLACK,DONOT 7.BRASS[ ESS TS REQURIEMEk75 A57M E1 6GIASS ( RATING S>Ta OF ALL S INTO MORTAR JO CHARTS.SEE SHEET 4 FOR GLAZING DETAILS, --...------..... ____._. ,. ...-.. ._.,.....�.._.,.._.._,_., .._ a EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK ORINST PSCaF[3438D5IG 5D$j'%9534" D p +45A/NSA PSF B.DESIGNATIONS'X'AND'O'STAND FOR THE FOLLOWING: *• '4 '� EDGE OF MORTAR JOINT INTO FACE OF BLOCK. R: ACTIVE PANEL : 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN O: STATIONARY PANEL RSG LRdA5 Kx 96'X9534^ XO +25.0/-25.4 PSF f NON-IMPACT I,»__�...........: nerta.saos WITH ANCHOR S 9 AND ANCHORS SHALL NOT BE USED . AVAI REQUEST,CUSTOMPIGPD& ...�.. ,. ,_ rmzee+v.a e.�sxa IN INSTALLATION STTE5 ONS,THEL MINIMUM DESIGN RE BE ASSIGNED EQUAL TONEXT 1511As Kr xB2:fi^ XD +4DA/-40.RPSF FLK: FLQQ/�Jp^"��STRENGTH SPECIFIED BYTHE ANCHOR MANUFACTURER. .-_._.��.�. .L �G 9 15.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE DATE:...10 16 17 WOOD-MINIMUM SPECIFOL BY: 04K,BY: GUM FL PIESVE OF osGTN OF 3000 PSI. SM R'!1"L 2 C.M H CONFOBMANCE TOASTM CAD.WIN SCALE: NTS BLOCK COMPRESSIVE STRENGTH SCGII PSL. D.STEEL-M1NIMUMSIELDSTRENGTH OF 33 ESL.MINIMUM DWG,A: AWD191 WAUTHICKNESS OF 33 MRS(20 E). SHEET: E,ALUMINUM-MINIMUM TS ALLOY.MINIMUM WALL THICKNESS OF 1/B". 1 UNf MAX, MAX. 56.375' THE PANEL14 WIDTH 4B.375 ,. M OTHH 43i25' aa.as" D.L.O.M#AX A ,. VAM43,32r ANDERSEN 3p .�_..,.,_ ..... " , <...m,�._.. n sun nt: aSx�a-saes- t{t10 1 .... ..._.. n UNIT PANEL OLD UNIT PANEL OLD HEIGHT HEIGHT HMAX MAX. EIGHT f 6 HEJ94T HEIGHT EIGHT 0 tir 95.50" 9225' $6175' 95 92.15' REMAIEEA BY DATE HFBCCODECRA .: 5 .J& 3,` 3 . 4 ELEVATION ELEVATION 30'MAX,.MOM i0'MAX FROM CORNERE 1� OC. COR Rs �ti�lxt Aa a s aTbirri 4 r FROM20 MACORNERS 10'MiAX. FROM CORNERS N&.g. $' 12.5'MAX.O.C. g 19, O c O� Ciii `h X 0 0 #jt ea�ns:� 14429 DATE: 10.16.17 0 9 BY:FN sc NT'S ANCHOR LAYOUT SET ENTIRE SILL IN BED OF / ANCHORLAYOUT ,p; AVVS?3,91 THROUGH FRAME •._._STRUCTURAL SILICONE SEALANT,-- RThö1HRAME SHEET; INSTALLATIOPI (MiNTHREE 'BEAD5} INSTALLATION Cry G� ?F 7 41D WOOD SCREW d NRY NOTE:FLANGE MAT BE TUMMED/CUT DOWN TO FIT WOOD eUCKOR RRMOVED 4IY N FOR DIRECT TO MASONRY#NSTAUATlC t. SEATRUWEKCOIRY&2x __ 331CMNEDosrcE I >tON 3/4k MN EDGE SC ANDERSEN 2X WOOD BUCX z3E WOOD F N[RdG CNSTAP7c£ a«rrs «�+ssam mss BY OTHERS w' 1-if2"MIN. &SH A FHING BY OTHERS 1- 2"MTN eo-e +5ssa r____s�aas EXTERIOR RNmt--, "" EXTERKNI FINISH - 4 EMBEDMENT �* BYOTHERS -`s' ', --•` BYUTHEflS `...�. "....,,,.... ( € EMBEDMENT -w. igETER SEAL Ai pERIMETF T y SHIM SPACE IUH O.A. ` (e O.R y 111 UNIT 4rZ1t IJL --SEE GLAZING UNIT HEIGHT 4,, II5 DETA ,SHEET 4 HEIGHT EXTERIOR .. INERIOR F d 111 INTERIOR EXTEROR I REMARKS "BY DATE J1iUJllSEE GtA7tNG # II FBC T;£IDE CwANG SR .SB. .. DETAILS,SHEET d t VERTICAL SECTION . VE TI L SECTION ThROUGHFRAME `' THROUGH FRAME mrcs aizaac`r ia�ummrsm src sc�ux i 3 d 19 tiK �p EXTERIOR - �....�._ R EXTERIOR INTERIOR EXTERIORfull Ij[ [1 I INTERIOR .P--SEE GLAZING 4 DEr^Rs SEED aaG € o� s£EGLAZING ¢ ak '�? OA £ SHEET4 DETAILS, € DETAILS, 'O SA UNIT s UNET SwEET4 UNIT SHEET>I 9p s 5ETSILt IN HED 6F ..• . < ,' SILL IN BED OF `^-.� _E F G STR . STRUCTURAL .16 STRUCTURAL r DATE 1 .17 S*UCONE SEALANT �. .. - £ (MIN THREE 1j2"'BEADS) ,*`. ;; '•» ,`: :» w..p (MIN THREE 1/2^B ,,.- i (MINSR.I THREE 1/2�BEADS) a. SL J H FN CUNCRETE/MASUNTCt-- " {.`;n,.. . ..._.� £KTE .,...k.,.„ "^... r.._ - FINISHISLOC GfD NG FINISH/BI. NG/D NGa) SCALE' NTS BY OTHERS BY OTHERS BY OTHERS SEE DP TABLEABLE,SHEET 1,FOR #1,FUR # AWD191 �{ g�ryp+/� p� 2K WOOD FRAMING�- 2X WOOD FRAMING--•""� RAT6NGS REQUIRING DPUP Silt{ DING_#: '`,t ii ER E#CAL SECTION BY OTHERS BY OTHERS SHEET: VERTICAL SECTION (t VERTICAL SECTION - AIL2X WOOD 3 -sxw000 .1'' ,�` a et E FRAM£ OF 7 F1M4ETAaLsnjD fl &SHEATHt -. 314°'MIN EA N D DEBY �`.,. DISTANCE NG SNSTALLATON ANCHOR THREE T#IREAOS savroar t asso�use SEALANT BEi€N--. .,.. 1 ' MEN.PENETRATK)N rw: sce-sssa r t��tx ess FLANGE AND SUBSTRATE [ BEYOND METAL 9 EXTERIOR RNFLH a s z E E BYOI14ERS PERtMEiER LANT '"` : h BYOTNERS 3/P?MAX SHIM SPACE w Z T 9 wg: O.A. 314°O A.B4SULATEO UNIT TEMPERED GLASS HEIGHT R EXTENDS INTERIOR R£MABK.S BY DATE SEE G1AZNGf _, H FBC CODE SR A& AILS SHEET 4 7i 314' 4— ° F e - ` .. ♦ sre.rss+rc cun¢s�x i, , *4EAD—MEMLSUBSTRATE s usraaa�¢cr eusxr+sm TNGOUGN FRAME DESICCANT HILED - --SBJCONE BACK BED �aat� emaa METAL SPACER ggqqt4tltPtdt GLAZING DETAIL 1 E gat°'q �' �'p°�� EXTERIORS _._..�._____....., .. � -t} A�0 IlldNTENOR = N' 737/x', SEE GLA23NG- § j fi WS77A DETAILS 4 ♦` HEIGHTNOTE: ��s ' s. s� 1Pdll Y ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS AS PERCH 24 OF THE IBC. . . 2. SETTING BLOCK DUROMETER HARDNESS OF 70-90 �( 3. BE I CHAPTER 24. F LOCATED AT SPAN LENGTH :FL (SHORE A)AS REFERENCED t L FOR GLASS WIDER THAN 36 AS PER CHAPTER 24. DATE: 1{),15.17 sErsitt aEo _ D.L.O.4. aL MAY NOT EXCEED MAXDIMENSIONS SHOWN IN ; BY: CHtc BY: STRUCTURAL r SEALANT 8 m . , EI E ATIt7NS, S +1 J (MIN THREE 312"BEADS) •. a SCA+.€: T .. S CONCRETE/MASONRY • BY OTHERS VERTICAL A WD191 OF 7 PENETRATION BEYOND METAL EMBEDMEE@T METAL STUD—�, MAX,SHIM SPACE t arcs N ANDERSEN FRAMING RYOTHERS \.., ws........... 3f6"MAX,MA3t _ � CONCRETE.!MASONRY r;e 2X SHIM SPACE WOOD BUCK WY OTHERS EOTh Is51}xe4-silo +IIzsass i9Xi'ERKSR � t #1D L1ING .., INT 3fa"MIN. p.. u . f EDGE DISTANCE a,,l''i C e ''^ e 3fa"MIN. * a 811O IatOOb SCREW �.,,_,,,- ( I I ALLATI ANCHOR EDGE E "�—SEED r ¢" I DET ,SHEET a ✓ . / r 2XWOODBUCY 5 h . -- I : 1 SY OTHERS W CS 3 B SHEATIiINCs—'' SEALANT SEMEN q �FLANGE AND SUBSTRATE SEALANT BETWEEN—� DETAILS,SHEET a- - '*. EXTERIOR FINISH FLANGE AND SUBSTRATE yr �; } EXTERIOR " '="-" BYOTHERS EXTERIOR FIN '—.PERIMETER S BV RS CAF ERIOR CA BY RS REMARKS BY DATE iMETER NT WIDTH .:HFBC CODE SR .18.21' BY OTHERS HORIZONTAL ECI ' HORIZONTAL SECTION 5 JAMB-M£fALSTUD FRAME ss _zXvworsu eu THROUGH FRAME """ THROUGH FRAME 'nreassxusfl s + sn nmac�s xzexsmcnosf.cc.l rmwuanrtc .smc cumeeassxu mbxvurc 3,5-MAX. xaxe aasavmw x va�a SHIM SPACE ` . 11/4 MIN SgEtlItirtr EMBEDMENT r MIN E I YThROR aMci 7 7W p SEALANTEETWEGlC1l<:,te> t ti iN5TAURTiON ANCHOR /" .. �q SEE 6LAZIidCi t ,,,, s ��/I sc,,, s" CONCREW MASONRY.._I" ,y;r" 4i DETAILS,SHEET a ate SMOTHERS a,�,-'-'"" s' I pyr y—_ rmeccb +m.ns>x EN__„-"'' 1 CR RY&2X FLd `HOOD BUCK SY U ERS A OTHERS(O 4429 WOOD B N/LL�UCK _ ~.'` ,1 ._/ .... � ..�....___..* DETAILS,SHEET 4 _ DATE: 10.16.17 SEALANT RETWEEN "' o -' -:. OEXTE RIOR DWG.BY. CML BY. FLANGE ANDSU TE r �... UNIT EXTEROR SM HFN TEFINISH- . WIDTH BY OTHERS NTS PERIMETERY mHORIZONTAL SECTION HORIZONTAL SECTION SHEET: A lii3191 `. 5 -3X :FLANGE MAYBE ED m SHEET �DOWN TORT 3Ji BUCK OR REM '9 DIRECT TO MASONRYINSTALLATIDN. I OF 7 LMULL' W RUTARYWDTH RM � � ra<Havx 384 544 50.0 ( 560 500 i 560 500 54.0 54.0 504 50.0 t 34.6 mafcsmrtt,cvctk5m'x � --��-.-----j' 8iY4oRT.keat'.fSp03-�96 t 5a 4 5A.fl__L 6[tx 31k0 ,54 a !fix 50A 54.a ( 5ax 56x 50.0 ° A cx:�*+z4 a4t sssa sx 1�4 �TMK µrt�N� 0 500 S 3a.0 533 60.0 50.0 50.8 50.0 504 50.0 50.0 -'.,`�""'"`— B 0 -�+ '' 444 550 500 500 500 68.0 50.0 50.0 560 560 50.0 € 54.4 " 300 500 500 s Sax 6900 606 54.0 646 4 80.0 50.4 ° S ' RiC 0 xt 50.05Q4 58x 'AA ` 56.a 54a 49.6 67,6 46.5 44A 'X24 500 50.0 5.8 500 560 49.3 44.7 42.2 4aB 34,2 (wry N 44-g 35.5 503 50.0 50356A 58.0 87.6 44.E X15,6 43!§�A371 2 3i.6 OORx t0Cf4.x 1 t «q saa a *0 475 43.6 406 .a s" 39434.8 S0a 502 € 48.3 487 4 - 0:7 37.2 28.6 sY,2 24.7 s j504 50A *0 44.9 40.837.2 34A 32.2 26.7 273 ....._. •'�•'�,_ # f MOTh REMARKS Q BY.GATE 1) ES,SEE TP,DETAR.A/5,WHEN*258010 MULL DOORSI 7TH FBC CfJGE SR ..S8.2t' 3 SHOWN IN A AT (2 to XO W. 2� a � N asvno A 3)MAXIMUM DEPSECTION HAS BEEN UMITEDTOLI$L7S. TRIBUT WI =W=A 4# x/s TD PRESSURE E m. f +B}l2 THE INDENDUALD OR UN1T08 INSTAilATION. as a s 4}MUWONcHART ABOVE APPUESTO MUUED ASS EABUES CONSISTERE OP 200 SERIES PERMA-SNIELOGUDB4G PATIO z�s c ACT4TAT TSAS4DSTATUNITS. v� m of uwaw . 61 A4MACENr000RS SHALL BE FASTENED TO THE ROUGH OPENINGNAl ACCORDANCE am DETAILS All& , 7. .._._�.,.. .._,,,..,. .�. t m�as ai��®ea l s earn f 1141881DB VINYL TRIM STRIP a � 200 SERIES PD--..._, #10x1518 .. 85J5 -° 7 c+,. o s 15"MAx.M.c. c THROUGH EA.JAMB E D3 sf4or �, 1"45FFSET I 2W SERIES PSGPD STAT d�"'. FIR {" R1Y.gM1 I 4SEt£H 4F bq.J9TJ+f F114429 GATE: 10.16.17 EXTERTIOR VINYL STRIP OF E S SCALE SITS ;,HORlZONTAL SETJON :AWD191 Si'AT- SHEET OF 7 9» 9MAX. 3"MEN O.C. _.. 3"MK O.C. - THREE(3)I{SEALUlTXNOANCHORS -- a THROUGH E.A.FRAMEZOO vrr 2 a m 5ERi€5 PSGPD SEESHEET 5.o &wt ppucoui SERIES PSOPD STAT f. € $ a PENJAU5 i E+t DATE EXTERIOR E '..,. axasrxu m a� str�sxmecr ThNAME-TP. a mcsuaf s € SJO SERIES PSOPO STAT raxrm S ZOOS 53 P3050 ({ �E9A9i It 7ita�b THREE(3)P4STAUATON ANCHORS E (2r"si �." it SEESHEETiTNSrAUATWN NOTES 4, ` € S.OR SWHERE APPLCCABLE Er y4„' NJ 7.17 1 is a K.#: FL14429 awe.sv: cHX BY: 3"MN,o.C. -4-- -4- 3"MIN.O.C. S! FIFN 9"MAX. ., 9"MAX. P SCALE: NTS Dwo:#: AWD391 EXTERIOR VIEW __ SHEET: '. 7TN50*JH MA TSP. Of 7