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HomeMy WebLinkAbout20-108 � a m a r�oii7�n City of Zephyrhills PERMIT NUMBER �w - 5335 Eighth Street Zephyrhills, FL 33542 BAR-000108-2020 ti Phone: (813)780-0020 ;. . Fax: (813)780-0021 Issue Date: 06/03/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 03 26 21 0160 00000 0420 6908 Stephens Path Owner Information Permit Information Contractor Information Name: BERNARD&SARAH CONLEE& Permit Type:Add/Alter(Residential) Contractor: LIFESTYLE REMODELING MCVEY Class of Work:Add/Alter Residential Address: 6908 Stephens Path Building Valuation:$26,832.00 ZEPHYRHILLS,FL 33542 Electrical Valuation:$0.00 ►n`, Phone: (609)351-9498 Valuation:Mechanical p 0 �70 u bing Valuat on:$0.00 ' /Z Total Valuation:$26,832.00 Total Fees:$261.24 Amount Paid:$261.24 Date Paid:6/3/2020 11:42:35AM Project Description INSTALLATION SCRN RM W/WINDOWS Application Fees Building Permit Fee $174.16 Building Plan Review Fee $87.08 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. CONTRACTOR SIGNATURE PE IT OFFICE PERliIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INGTR#20720087360 OR BK 10111 PG 2548 Page 1 of 1 06/02/2020 02:31 PM Rcpt:2167380 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Permit Number ' NOTICE OF COMMENCEMENT v�q a� Parcel ID Number //7 e� s�!��jlr�' State of Flori�SCO County of THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the Wowing information is provided in this NOTICE OF.COMMENCEMENT. / 1. Description of property(legal description): . a. Street(job)Address: r 2. General description of improvements: 3. Owner Information or Lessee inf mation if th Less a co tracted for the im rovemf nt: 7 / a: Name and address �Y1C�^ � e C 'q_ 7e/Icrts ��I 6P.�J�vI' ? lI A b. Name and address of fee simple titleholder(if different than Owner liste above) 31W c. Interest in property: (91,,2 7j'gl 4. Contractor Information a. Name and address: LifeML1e Remodeling•4897 W.Waters Ave.Suite 8:Tampa FL 33634 b. Telephone No.:(813)448=3711 Fax No.:(optional) (813)448-3710 S. Surety(f applicable,a copy of the payment bond is attached) a. . Name and address b. Telephone No.: c. Amount of Bond:$ 6. Lender a. Name and address: b. Telephone No: 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 a. Name and address: b. Telephone No- Fax No:(optional) 8. a. In addition to himself or herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. b. Phone 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 1 year from the date of recording unless a different date is specified): 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 71313,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 BEFORETHE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the b f my knowledg'7and belief. _ /1 ZZ ..�- — .-:— :cv.-rr•ca..--�-sca` .•' (Print Name and Provide Signatory's Title/Office) (Signature:igf;:0ivrie':or; `'orONmefporlessee's (Pri (Authorized Officer/D' ctar/Partner/Manager) The foregoing instru ent was acknowledged before me thisj!S day of Y'l 20Lb j( By Qrd i�,,e as �V71A fkef (type of authority,e.g.officer,trustee,attorney in fact) For as (Name of Person) (type of authority...e.g.officer,trustee,attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known Produced ID�ItIVtMS e,5t-c�09�'gV337 o y -� Type of Notary Signature Public0f Flprids Print name r—to FF�f•Rb S rc�+T Richard 8ferra p r � My Commissm 00 32DE09 �j�F Expires 04M?12023 ' ^ ItAAjL STXrE OF FLORIDA,COUNTY OF PkGCO THIS |STO CERTIFY THAT THE FOREGOING |SA TRUE AND CORRECT COPY 0F THE DOCUMENT 0N FILE 0ROF PUBLIC RECORD |0 THIS OFFICETrot WITNESS K4Y HAND AND OFFICIAL SEAL THIS DAY OF 23 -20- N|KK| COMPTROLLER U DEPUTY CLERK Of 813-780-0020 City of 2ephyrhilfs Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting aa1[flaa illaa Owner's Name (J� a Owner Phone Number Owner's Address a e<15 Cf Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS (0 S� Cl LOT# SUBDIVISION r (� PARCEL ID# /v(�ca-,„�5 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED � NEW CONSTR 8 ADD/ALT = SIGN = = DEMOLISH �NSTALL REPAIR PROPOSED USE SFR COMM = OTHER TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL = DESCRIPTION OF WORK n �,JAn4X BUILDING SIZE I SQ FOOTAGE® HEIGHT ,a� H �7«5 Fi K✓ '� 5/�"�7 JCL IL ILL IL IL =BUILDING $ /�j r� VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ b7d' AMP SERVICE PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION (/ =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Address , L 63 y License# G ELECTRICIAN 7 COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEECURREN YIN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y!N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Ly /N Address License# 1.1.1.12111VJAI.if1.1It x'st .f.I.1.I.fitaaaaira al:Its.IaIa a aal:sx1.1a_aatst*saa af..INa'sWI 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,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsmarge projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Farms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stonnwater Plans w/Silt 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. Dlrectlons: 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) Rereofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public rcadways..needs ROW 813-780-0020 City of'Zephyrhihs Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this penult 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 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'SIOWNEWS 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 govemment 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, 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 maybe 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 RECQRDING YOUR NOTIC9 OF COMMENCEM9 FLORIDA JURAT(F.S.117.03) c OWNER OR AGENT CONTRACTO Subscribed and swom to(or affirmed)before me this Subscribed an swam to(or affirmed)before me this by Who is/are personally known to me or has/have produced Who is/are grsonally'k wn to me or has/have produced as identification. as ident' cation. Notary Public Notary Public Commission No. Corn iss' / La ;.•trig JACQUELINE BOLES Name of Notary typed,printed or stamped Name of N !Vty, 17 t Expires December 12,2022 Boridsd Thru Troy Faln lneulanc®800.38S"7019 ic if 181- le r :. 4897 W.:Waters Avenue Suite B .Tampa FL 33634 To.Whorn it May Concern: 1,-Jeffrey Stavish, hereby.authorin:the folio:vtiing named.persons to sign, apply.for arid:purchase.permits and/or licenses for Lifestyle Remodeling. THIS LIST IS TO REPLACE ALL OTHERS:PREVIOUSLY ISSUED,WHICH ARE NOW TO BE CONSIDERED NULL AND VOID Mark:D. Madison :. Tracy Caroer Jennifer Madison IVlichael Nelson Christopher White :Gary Dootson Darrell Curts Henry Hanbury Sincerely, Jeffrey Stavish CGC1518,164 State of Florida - Hillsborough:County Sword to and subscribed before men this 14 day of May 20 20 kiy Jeffrey Stavish_ Who i personallyknow�no me or produced: For identification; Notary Public State of flcada Notary Sigriatu � *N Christina M Giroux. Expires 09/23/2023" 78 025 Print Name: --� �O/M1 o fi_'U Hi O(1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Date Received Site: Permit Type: Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with-the permit and/or plans. Kalvin i r—Plans Examiner 0 on tractor and/or Homeowner (Required when comments are present) LC < 0 0 H vi H w m w 07 07 (oAw w a w (1 O Terinc W W F N 0 W oc Y z W t" ZF O W Z p W p z a <? r z O n N G ZWZ N <O L O d 2 1 U z m a N i w vi W N J p mod' a SPECIFICATIONS FOR W WQW J ~HW 2 W U lJ VALUE VIEW WITH 2" WALL MULLIONS (WIND B R E,�K E Rl J ALL W0t�i{ CODES FLORID C A SDIL0 CO ELECTRIC CODE'HILLS co NATIONAL- of ZEeVAy CO AND THE CITY PAGE NUMBER DESCRIPTION ORDINp�CES N M o 0 z COVER SHEET INDEX OF SHEETS RE��EwoA-c OF ZEPHYR M p N Eyp,N11NER ' 1 FLOOR PLANS, ELEVATIONS and ROOF PLANS as 2 2" SUNROOM SYSTEM , PARTS, DETAILS and NOTES `°'leS.E0 SA® , 3 2 SUNROOM PLAN , SECTIONS and DETAILS �' ��'.•',GLN 'c'••.• 4 2" SUNROOM DECK and SLAB ATTACHMENT DETAILS No 6956 `° * 5 2" SUNROOM SYSTEM TABLES 6 2" SUNROOM TEMPERED GLASS WINDOW DETAILS ��'•`° • W.� _ C 4 LJ s JIA�E ,'�11� LU _ 7 2" SUNROOM DOOR ASSEMBLY DETAILS ^ ' •• cc w W `° ldesieeee®eta 0 DAT: MA R 09, 2020 LUAY ESHO.PE 20400 HALL RO CLINTON TBP.W•8038 PH:(800)3N-8788 PROFESSIONAL ENGINEER FL tic./89536 DRAWN BY: CUSTOMER: LIFE-REM DWG.NO.: VALUENEWUNRICOVERW T.NO.: 2TES COVER SHEET i o < o N0 N W 0] m H STII''� ROOF PROJECTiUTI cc w Q O O E H) �� bS ROOF PANEL — Y 4F� —R -4NEL �' a ~_ z z f -- - O m O ?W F & 12 - QQ CIIR U x h-12 a � a� <z W J W b Q 5 < o m < MULLION SPACING NOT TO EXCEED 4 FEET MULLION SPACING NOT TO EXCEED 4 FEET VARY TO SUIT , <= w w 0 CID oc < a < Q o < r I SUNROOM END WALL ELEVATION SUNROOM FRONT WALL ELEVATION TYPICAL STUDIO ROOF SUNROOM PLAN _ a `u' < ¢ o z m Vz a < 0 '- D M I m � = M EX. TN F'i T1Rf X O O ROOF PROJECTIOL z m ROOF PANEL G OF PAN: F 0 z p N O O a I OPTIONAL w 0_ I _ b z DOOR 3-O x C-1?-- o MULL'011 SPACING NOT TO EXCEED 4 FEET MULLION SPACING NOT TO EXCEED 4 FEET VARY TO SUIT z Q POSSIBLE a- o ��ts�U Iig,,��� < ♦,,e` S•• PANEL PRGJECTION o > o •�'�' U 0 END WALL ELF ATIG'r,! SUNROOM FRONT WALL ELEVATION TYPICAL GABLE ROOF SUNROOM PLAN No 695 DATE: I,. MAR 09, 2020 �[,!a 20400 HALL RD ;• C --- - LUAY NHAL PE STAT OF ;/.. r CUNTON txv,w 48038 WW 8 �,�•. �` p?•' ��� REMOVABLE PANEL SHAD BE US M' ED WHEN NOIF P9�aER • �0 B� �.• ♦♦♦ � � WIND SPEEDS EXCEED 75 MPH `4 m's). ALL - T10I] -T all S REFLULU ED DRArM BY: HI ` HR 'H', ON SHEE I TE`:j CUST : OMER REM DWG.NO.: NO GLASS CAN BE FIXED ,T Al a VUST BE OPERABLE V uEvAEWJNR1We( SHT.NO.: 2TES1 1 OF 7 P- O LL N < 0 GENERAL NOTES & SPECIFICATIONS • I ADS AS SI ECIFIA = -- - 1 L -ODE. 6TH LL 0_ AND HA LI BE STAD F p - = PANEL WHICH APE SUBJECT w �' Z �y S NDARD MALE 2.00" STANDARD FEMALE 2.00" "H" CHANNEL WALL STUD 45 ADAPTER Q N N F w (9533) (9536) ( 2 1 (9613) (10861) 4 _ 0 n < < 0w yVW V) <w o� F C7 ZV J co O o ?AD H' NIB NAP ICFS a z i..o A H DISSIL1ILA= IIaTEPIALS SHALL BE PROTECTED z w m ` N '6 O � H U_EE 'HILT I KWIK-BOLT II" ANL.HORS, "TP,U FAST ZAMAC S�R EQUIVALENT. WOOD LADS SHALL BE 1/4" BI z m y ZwZ N J Q � a -IALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49 3 0 it a 1 _ - AI E FB? ON SHEET 2TES5 FOF DESIGN WIND LOADS. w > I3 THE PRODUCT COMPLIES WITH THE REQUIREMENTS ON SECTION ?00_z H w "VINYL, TEMPERED GLASS, AND ACRYLIC PANELS SHALL BE REMOVABLE. w w '- REMOVABLE PANELS SHALL BE IDENTIFIED AS REMOVABLE BY A DECAL. LK `i o ` k THE IDENTIFICATION DECAL SHALL ESSENTIALLY STATE 'REMOVABLE z w PANEL SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH (34 w z m/s).' DECALS SHALL BE PLACE SUCH THAT THE DAL IS VISIBLE WHEN THE PANEL IS INSTALLED." Safe ,`r . 1 J.• E S ®��pJ ao 2.00" CORNER 2.00" BASE/WALL CAP � ) ACK / EXPANDER 2.00" HEADER 2.00" SILL �` ••'�\ n� °. ' ( J (2892) (15119) ( J (6590) (16335) (16336) No E9536 6 ;7 I v co STATE OF °"4J` a I • z J{ I i CD O N J 2.00" KP ADAPTER S.C. JAMB D.S.S. JAMB TRANSOM SILL TRANSOM HEADER TRANSOM JAMB RACEWAY CAPo (2768) 11 (11777) 12 (11776) X13 (11129 (14 (11128) �15 2 161 (8291) (,17) N 0 F- 0 < 0 Z Z F O - 1c Lj NNo I -- DATE MAR 09, 2020 LUAY ESHO,PE 2.00" VERTICAL RACEWAY DJN 20400 HALL RD 11 Tom"'�•MI 49038 �-� PH:(aoo)344-N66 (8290) 22 ) PROFE 0NAL ENGINEER __- (1 _—— FL U../69536 1- C -J DRAVM BY: CUSTOMER: LIFE-REM RAIN GUTTER 3.00" FASCIA 3.00" HANGING RAIL - 4.25" HANGING RAIL DIG.NO.: (44215) 18 (16413) 1191 (5803) 20 (5859) (21 VALUENIEWUNR2WE SHT.NO.: 2TES2 2 OF 7 L_ o < 0 0 H � AFEMAL"E,PEI T SOLID PANEL FULL HEIGHT ~ � w O2 FEMALE PER® (/1W = r 1._ a- - u o u, OUTER ALUM. ROOF CLEAT I8x1/2"LG. > 112 SMS 0 6'O.C.MAX. SMS 0 6"O.C. EXISTING RESIDENCE LAMINATED ROOF PANEL SEALANT o N o 0 62" .O.C. TYP <PANEL ADAPTOR DO B EPER 111 © 2-/14 WOOD LAG SCREWS 0 16' O.C.TO PENETRATE SOLID o OD w a O SOLID PANEL WO 1 3/4"MINIMUM O t'1 LIDI 0 SNG WINDOW 0 SOLID WALL PANEL FEMALE MULLIONS (H) a Z CONTINUOUS HANGING RAIL PER®OR® INNER NNYL ROOF CLEAT��� m z 2 < m a u. « 55 mw 2 ywy,, w ROOF PANEL/WALL ATTACHMENT (G) ROOF PANEL SPLICE (is) o 0 m m /12x4'SMS 0 12O.C.MAX. —7 O ci 4 COAT.FASCIA PER < w z w O w a `O9 W//8ST&B .MAX.T k B ROOF PANEL 00 MV/14 WOOD SCREWS EXISTING OR TOGGLE BOLTS REDENCE0 16"O.C. 00 a * 711 • i � n Z I O z CONTINUOUS® S O � Z O o 8 SMS 0 z MIN. TOP&BOTTOM d ? 0®�,`Ie11111111111,'� 18'MAX. FUULLLOGHT BBETWEEN of N PORTIONS ®' v f. I� K w po SEE O FOR e •.` ?��•, ✓ NOT SHOWN HERE SOLID WALL a i PANEL OR x m No ~3336 � MALE PER® 0 '�:• .* BEARING WALL SECTION l�J CONNECTION 0 HOUSE (11nl 0 * O Z iTATE OF :�� e R I SOLID O I-z Q PANEL �11111111111"� W 0 N DATE: MAR 09, 2020 WAY ESH0,PE 20400 HALL RD C19 TON TWP,MI 48038 go PH:(800)344-PROFESSIONAL ENGINEEF FULL HEIGHT CORNERS 0 FL Lk./69536 PER © 620.0. 1W. DRAWN BY: CUSTOMER: CORNER ( LIFE-REM DWG.NO.: VALUEVIEWUNR3 T.NO.: 2TES3 3 OF 7 N < 0 0 Ld � W 1/4" X 3' LONG LAG BOLTS , FOR 140 MPH WIND SPEEDS #12x4" SMS W/2" O.D. ALUMINUM WASHER LOCATE 1-ANCHOR 3 1/2' EACH ` w & NEOPRENE INSERT SPACED ® 6" O.C. SIDE OF MUWON AND AT 16" 0/C BETWEEN EACH MUWON > PIERS WITH TIE DOWNS BASE/WALL CAP SEE 7Q PER LOCAL CODE. 12 N SAME AS BEARING EXPANDER W Q TO MU WON W o 12 BASE SPLICE N TO BE 8" MINIMUM • FROM VERTICAL MUWON z N W INSULATED STRUCTURAL a a a z DECK PANELS ? < >z v n z w ALUM. FLASHING- - v <ooU 7 a Z l U 2-#8 TEK SCREWS BEARING WALL SECTION ON ,J 1 < m < EACH SIDE OF MULLION TEMO NER APPROVED DECK PANELS N W FOR 140 MPH WIND SPEEDS z CONTINUOUS PANEL GUTTER W/#8 SMS 0 12"O.C. TOP & BOTTOM TO ROOF PANEL a t/4' X 3' LONG LAG BOLTS N o ® / Lt) FOR 140 MPH WIND SPEEDS z w W SEE < d o z w LOCATE 1-ANCHOR 3 1/2' EACH W w < 1'-6' MAX. OVERHANG N SIDE OF MUWON AND AT 16" 0/C 8 WALL CAP SPLICE SEE a BETWEEN EACH MUWON as W Yi as - _______ TO BE OVER VERTICAL MULLION Z BASE/WALL CAP SEE 07 n SAME AS BEARING EXPANDER TO MUWON TOP EXPANDER SHALL a a BEAR FIRMLY ON MULLION HEADER PER® z o BASE SPLICE PIERS WITH TIE DOWNSIi 0 SECTION PRIOR TO INSTAL- w zo TO BE 8" MINIMUM PER LOCAL CODE. v.. LATION OF FASTENERS A THRU C o FROM VERTICAL MUWON (2) 1/4" x 2 1/4" TAPCON SCREWS = m EXIST. OR NEW WOOD FOR 140 MPH WIND SPEEDS DECK IN GOOD CONDITION LOCATE 1-ANCHOR 3 1/2" EACH Z IiJ ALUM. FLASHING o m SIDE OF MULLION AND AT 16" 0/CLI o BETWEEN EACH MULLION SILL PER 10 w z BEARING WALL SECTION J2 �' Co BASE/WALL CAP SEE 7Q < I SAME AS BEARING EXPANDER ON WOOD DECK Lo TO MULLION o r= x BASE SPLICE THRU r+ n 1. (2) 1/4' X 2 1/4' TAPCON SCREWS TO BE 8" MINIMUM o! FOR 140 MPH WIND SPEEDS ���►1ti��tiai FROM VERTICAL MULLION w LOCATE 1-ANCHOR 31/2" EACH S • ` � EXIST. OR NEW CONCRETE O BETWEENDE OF MEACH MUULLION W�JT 16' o/c J e0 •'•� C N '°• O `SLAB IN GOOD CONDITION a m Q ,• m BASE/WALL CAP SEE Q7 J w No 69536 p SAME AS BEARING EXPANDER O U p d °N° TO MU WON tY •� Z Z Z BASE SPLICE N Q UJ • TO BE 8" MINIMUM O STATE TE F ;•��w d a d d \ N Z FROM VERTICAL MU WON n N w Q ♦ (� R O p.'••��e; UMESTONE LL a I— MORTARED TO BLOCK WALL a \z Q �`'�SsONAL EN °°° 4 a M DATE t MAR 09,2020 PIERS OR FOOTINGS LUAY ESHO,PE PER LOCAL CODE. 1-1/2" MIN. ® 1/40 20400 0 HAIL RD 480 ;��� ANCHORS BEARING WALL SECTION 3 "NO(080)344-&366 FL LJo.969 6953 ENgNm FL la/ 536 ON LIMESTONE SILL DRAWN BY: CUSTOMER: LIFE-REM QII BEARING WALL SECTION ON CONCRETE DWG.NO.: VALUEVIEWUNR4W SHT.NO.: 2TES4 4OF7 r-5lix ! ABLE B RACEWAY—BL a ` ALL �vIULL SLU w � 9 I n R TABLE �'aA�"b BEARING WALL MULLION ECT I • _ -- pfull \!1 U�l%1 P1AXIfv1UPJ 1ULLION A GET. _ � oW MULLIO�� 00'* ZN =' .i' f�JG M ;,: 4i!J P,1 P:%1'H�L �JN Ht BHT ww O SPU�IfJ� b'� i l!+1 IIV1 MULLI0L1 HUCHT � � J n. <o '� a Z 20 PS SNOB" " LO D , '1 40 GN-I P' H f N L A� 1 40 MFH ND H4 <oo� N � O Q J � N ZO 3 _ V a d 00 w z a z a 00 . C, PANES SPAN II TABLE 1 ) BASIC WIND CEE 140MPH DES GE C \NEL DE .� GNAT ON a- HAD J � RISK CATEC�UR II 'i a 0 = � P) WIND EXPOSURE CATECCRY- B P J 1O C�JE LOAD + I' 1 ;;�,� I00 -o PS � 4 _ q _ � ,� • No 69536 e NE LOAD S1/�T� C �i� LOAD '-,,`�� •• .o ; o °���� OF ELF N W O ~ V �N Ul DATE: pz / 1 ! i - MAR 09. 20: 1 ��,� (� t; ALL v �' I'� � `.I�� �.� PANEL 1i 1 lJ 6 LUAY EHAL PE R 4 E 20400 HALL RD - 0UNTON O44 S ^\MUM �K1 r ,\ I (1 rr H , PN:(800)314-63! �11VIIJ� 'OF �/ \�'JLI'- �L �,I� FLUo.90953EN FL Lk./69536 DRAYM BY: CUSTOMER: LIFE-RE) DWG.NO.: VALUEMEWUN T.NO.: 2TES`. 5OF7 O' I- O < 0 O STRUCTURAL MULLION SPACING 9 9 I �� ` UMTS STRUCTURAL MUWONS SEE SCHEDULE BELOWSTRUCTURAL RE SC HS GLASS J SEE ENCLOSURE SCHED Q SEE ENCLOSURE SCHED N a a w o � H Li T WINDOW HEADER PER 1J WINDOW HEWER PER JE EXTERIOR SCREEN FRAM HORIZONTAL SASH 24 IJd CONTBAIOus WEATHER 8 k SCHEDULE BELOW FOREA�GUOE- 1 GLIDE ON ALL SASH FRAM < DIMENSIWISEACH SIDE OF UPPER SASHII II HORIZONTAL SASH oQz #6 SMS THROUGH p�NI FASH HTOA No CONTINUOUS WEATHER BRUSH v VERTICALLY ADJUSTABLENl ARWND SASH FRwE II w 1/2'INSAATED GLASS W ? HANDLES < N a a n m 1/8'TEMPERED GLASS m m a m a I- < = N W ARO METER OF GLASS ROLLER ASSEMBLY W/GLIDE W CONTINUOUS PGLAZI W w m 2 ROLLERS SEATED IN LOWER FRAME v~i w RAIL OF EACH SASH FRAME = AROUND PERIMETER OF GlA.a = z o a > IQ DQ CONTINUOUS WEATHER BRUSH LJ ROLLER ASSEMBLY W/GLIDE W m 0 < AT HEAD ,SAL AND JAMBSpjj1 J 2 ROLLERS SEATED IN LONER OF J a- a a- a- a a- U RAIL EACH SASH FRAME U w Z ER w w z < EXTERIOR SCREEN MATERIAL IDENRFlCARON LABEL PER IBC SECTION C CORNSINSERT vs I� 2406 ON EACH PANE OF GLASS D0Ef80R SCREEN FRAME a0 Exm6OR SCREEN MATERIAL GLAZING VERTICAL SASH PER 25 GLAZING VERTICAL SASH PER Mo a WINDOW SAL PER 1t qR. WEATHER ul85 AT HEADER,SLL AND JAMBS I� o 2 wIINDOW 50.L PER 11 NOTCH VERTICAL SASH S? m MITRE VERTICAL SA 28 r SMS THROUGH VERTICAL 16 SMS THROUGH VER AL I m SASH INTO CENTER SCREW SASH INTO CENTER SCREW a S D E V E W S D E VIEW CHASE AT HORIZONTAL SASH CHASE AT HORIZONTAL SASH I M Z I 3 O HORIZONTAL SASH PER( )24 HORIZONTAL SASH PER♦27 1111111111/1j� m 1/8" SASH ICI SASH .? \-' 'P^( S �•S�'p��i� z 0 CLEAR WIDTH -SEE SCHEDULE "• �'\C F N S�••• U CLEAR WIDTH - SEE SCHEDULE TYPICAL SASH N� 69536 K N INSERT WIDTH -SEE SCHEDULE SCREEN O TO SASH CONNECTION 15 LOCK 15 INSERT WIDTH - SEE SCHE:DUIE SCREEN _ ° * • �� LOCK is z6 29 O ASSEMBLED WINDOW ELEVATION �� • STATE OF coNrxNuous wEATHET eausH coNTlNuous wuTHER BR- GENERAL REQUIREMENTS AND CONDITIONS O •,•� a 1. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES WITH SECTION 308 woE suDE OF THE 2017 INTERNATIONAL RESIDENTIAL CODE C0NTNUOVS WEATHER BRUSHCONTINUOUS WEATHER BRUSH 2. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WIND SPEEDS OF 140 MPH SLOE is < zB 16 COMPLIES MATH SECTION 308 OF THE 2017 INTERNATIONAL RESIDENTIAL CODE. SASH LATCH SASH LATCH SASH LATCH SPRING 3. THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE. SASH LATCH SPRING 4. THE OPENINGS COMPLY WITH AAMA 101/I.S.2 AS REQUIRED BY SECTION R613.4 0 H OF THE 2017 INTERNATIONAL RESIDENTIAL CODE AND SECTION 1714.5.1 OF THE Z W 2017 INTERNATIONAL BUILDING CODE. L D 0 T O P V E W T O P V E W INSERT REMOVAL SIJOE ENCLOSURE.TO AN OPEN POSITION AND LIFT LP WHITE PULLING THE IKTTTOM TOWARDS I N O THE INSIDE OF THE LOWER THE INSERT WHILE CONTINUING TO PULL INWARD. lll...1 .Y..�/ SCREEN REMOVAL LIFT ALL SCREEN LOCKS TO A HORIZONTAL POSITION. LIFTING ON THE LOWER LEFT AND 00 a o RIGHT LOCK.LIFT UP AND PUSH THE SCREEN OUTWARD. PULL DOWN ON THE LOCKS TO REMOVE SCREEN 0 Z FROM THE HEADER. N WINDOW SCHEDULE - TEMPERED GLASS STRUCTURAL INSERT INSERT 1 8 INSERT ICI MULLION DIMENSIONS GLAZING ZE GLAZING 1E GLASS GLASS DIMENSIONS DATE SPACING WIDTH x HEIGHT WIDTH x HEIGHT WIDTH x HEIGHT 0 1 8 GLASS 1 2 ICI PANEL WIDTH HEIGHT MAR 09. 2020 56.5'C/C 28.188'x 62' 26'x 60' 25' x 59" 22.5/ 39.51 53.5' 62 LUAY ESHO,PE 20400 HALL RD CLINTON TWP.MI 48038 a 44.5 C/C 22875 x 62' 20.75'x 60' 19.75' z 59' 18.51 33.251 41.5' 62' PR:(DOG) AL EN 4 8386 PH:(DOG) NEE FL Lk.069576 36'C/C 18.625'x 62' 16.5"x 60' 15.5'x 59• 161 26.51 33.5' 62" DRAWN BY: CUSTOMER: LIFE-REM SC HORIZONTAL SC HANDLE SC INTERLOCK ICI HORIZONTAL ICI RIGHT HANDLE ICI LEFT HANDLE IG INTERLOCK VALUE EWUNR6 SHT.T.N NO.:O.: (7579) 24 (7581) 25 (9698) 26 (11882) 27 (11883) 28 (11881) 29 (11881) 30 - - 2TES6 6OF7 moo�! I~i N Q N O F 0_ W m m BASE/TOP TRACK PER 0 u- a (2) #8 SMS ONE ON 2" FILL PANEL EACH SIDE OF MULLION TRANSOM HEADER a BASE/TOP TRACK PER O PER 1s o N o 272 2.00" DOOR JAMB 2.00" TRAPEZOID HEADER (12093) D1 (12690) D2 TRAPEZOID HEADER o W 2" FILL PANEL PER D2 o a o ti Diaz <z _ / i _ TRANSOM HEADER PER 1s w <5 0 O TOP SECTION DOOR % 6 v <o 0 JAMB PER D1 a Z " 1/8" TRANSOM GLASS / hi / / SIDE SECTION DOOR M TRAPEZOID HEADER JAMB PER D1 ₹ 6 PER D2 ₹ az #8 SMS © 24" 0/C DOOR TUBE PER D3 TOP SECTION DOOR N o JAMB PER D1 FEMALE PER O2 W Z < J/ / DOOR JAMB INSULATION DOOR TUBE DOOR SWEEP LOCKSET W/ 6598 (11903) D3 (12375A) D4 DEADBOLT 00 DOOR TUBE PER D3 ; 00 DOOR HINGE V 1/2" IG GLASS UNIT DOOR SWEEP PER Da RUBBER T—SPLINE 1' RUBBER ROLL SPLINE DOOR THRESHOLD PER D5 o I.G.S. TRIM z 00 z 2.00" DOOR THRESHOLD BASE/TOP TRACK PER O 0 a o (125668) D5 -3 0 100 DOOR SWEEP PER Da o T o< 10 FEMALE PER O EXPLODED VIEW < ES- 44 RETICULATED FOAM RUBBER DOOR SWEEP #8 SMS © 24" 0/C DOOR TUBE PER D3 N GASKET SIDE SECTION DOOR 4" STEEL HINGE (TYP.) 3 SETS - (SEE EXPLODED 0 DOOR THRESHOLD PER DS JAMB PER D1 VIEW) 4 w DOOR JAMB INSULATION 3/4" #10 SMS o o BASE/TOP TRACK PER 0 8 PER HINGE '° Z Q z STRIKE PLATE D 0 'I 3/4" #10 SMS cn EXTERIOR INTERIOR SIDE VIEW 0 O O Q O O � DOOR STRIKE PLATE 1'"""����, N LU SIDE CROSS SECT LOCKSET DEZyAy ION (SEE LOCKSET DETAIL) s3��T S; ES ASSEMBLED DOOR GENERAL .•'��G°E NS�•� ,ice DATE: MAR 09, 2020 LUAY ESH0,PE REQUIREMENTS AND CONDITIONS No 69536 20400 HALL RD j * r CLNT0H T .W 48038 1. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES 1WTH SECTION 308 OF ;* - PH:(80)344-8380 THE 2017 INTERNATIONAL RESIDENTIAL CODE : 0 * ti 1k.4/69536 Nm 2. TEMPERED GLASS INSTALLED IN AREAS WITH BASIC WAND SPEEDS OF 140 MPH DRAM BY: COMPLIES Mill SECTION 308 OF THE 2017 INTERNATIONAL RESIDENTIAL CODE. %\ : • STATE OF • �: CUS3. OFE THE E20175INTERNATIONAL RESIDENTIALSCODE AND SECTION 1714 511 OF 1THE U p0 . O R 1 \� T O-REM BY TOP CROSS SECTION (J� 2017 INTERNATIONAL BUILDING CODE. �s,���^L \�N:' VALUEVIENAJNR7 hl 1 ��°sta�e!ey0oee���®` 2TES7 7 OF 7 General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 5. SCREENING MATERIAL SHALL BE 18X14X0.013 OR THIS PLAN AND FOUND IT TO Vj A. CONCRETE&FOUNDATION DESIGN: BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED COMPLIANCE WITH 1. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE OTHERWISE. EDITION RESIIIHN�1�A PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT 6. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1 2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL «e� a MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 7. ENCLOSED ADDITIONS TO MANUFACTURED HOMES SHALL NOT CHANGE THE EXIT FACILITIES FOR 3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EGRESS PER HUD 3280.105,(a)THROUGH(a)(2)(iv),SO THAT THE DISTANCE TO EXIT DIRECTLY ti APPROPRIATE ACT AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. Q IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN OUTSIDE FROM ALL BEDROOMS IS LESS THAN 35'AND SO THAT TWO EXITS DIRECTLY OUTSIDE ARE STILL MAINTAINED.A CARPORT OR SCREEN ROOM SHALL BE CONSIDERED AS OUTSIDE. e 4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S ® , NON-HABITABLE SUNROOMS OR HABITABLE LIVING SPACE MAY BE ADDED WHERE AN EXIT DOOR TERMITE TREATMENT OF SOIL BENEATH SLAB IS NOT REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY WAS LOCATED,AS LONG AS A NEW EXIT DOOR IS ADDED AND MEETS THE REQUIREMENTS OF HUD a .SITE4 . a REQUIRED IF SLAB DOES NOT ABUT A WOOD FRAME BE APPLIED IN CONDITIONS ACCEPTABLE TO a 3280.105 40- STRUCTURE.NO WOOD FRAME STRUCTURE MAY BE BUILT MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE �h a•. ADJACENT TO OR ON TOP OF A SLAB WITHOUT TREATING THE GRADE#5 OR BETTER ZINC PLATED. SOIL FOR WOOD DESTROYING ORGANISMS. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR IN a a 5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 + i K = • } j� �a 60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES INSTALL NEW EGRESS WINDOW IN WOOD FRAMED WALL 'S 6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL FOR USE WITH ACQ PRESSURE TREATED WOOD,OR BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. OTHERWISE NOTED ON PLANS. 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 9.ALL FASTENERS SHALL COMPLY WITH ASTM A153. DESIGN DATA: PROFESSIONAL ENGINEER SEAL 8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS FOLLOWING: G-185. 1. RISK CATEGORY: II ENGINEER OF RECORD OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). i1.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2, ULTIMATE DESIGN WIND SPEED Vu1L(3 SECOND GUST): AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" NOMINAL DESIGN WIND SPEED Vaud: 1 140 0 MPH MPH David W. Smith P.E. 3/4". UNLESS NOTED OTHER WISE. FLORIDA LICENSE NUMBER:53608 AIR ENTRAINING+/-1%-ASTM C 260. 3. WIND EXPOSURE: B WATER REDUCING AGENT-ASTM C 494. E.REFERENCE STANDARDS: 4. WIND LOADS-ENCLOSED: Thomas L. Hanson P.E. CLEAN POTABLE WATER. ASTM E 119 INTERNAL PRESSURE COEFFICIENT: +/-0.18 OTHER ADMIXTURES SHALL NOT BE PERMITTED. ASTM E 1300 FACTOR APPLIED FOR ALLOWABLE STRESS DESIGN: .6 FLORIDA LICENSE NUMBER:38654 9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. ASCE 7-10 10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN COMPONENT&CLADDING PRESSURES: Myron Max Neal, P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B ROOF: N/A 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM C94 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.10 PSF FLORIDA LICENSE NUMBER:86663 RECOMMENDATIONS. ASTM 0150 ASTM C33 Joel Falardeau P.E. I1.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASTM C260 VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C494 5. SOLID ROOF TYPE: FLORIDA LICENSE NUMBER:70667 SPALLING OR OTHER DETERIORATION. ASTM A615 EXISTING WOOD TRUSS FRAMING AND SHINGLES ASTM A185 Erik Stuart P.E. B.MASONRY: FLORIDA BUILDING CODE(CHAPTERS 16,20 AND 23) 6. FOUNDATION: FLORIDA LICENSE NUMBER:77605 6TH EDITION EXISTING CONCRETE SLAB AND FOOTING PER SECTION'A'OF GENERAL 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD CURRENT ALUMINUM DESIGN MANUAL NOTES TO REMAIN UNCHANGED HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON F.ABBREVIATIONS: TYPE M OR S MORTAR. 2.ALL MORTAR SHALL BE OF TYPE M OR S. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT MAXIMUM COARSE AGGREGATE SIZE OF 3/8". TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING 1.TYP--TYPICAL g g REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN 2.SIM--SIMILAR Services, Inc. HEIGHT. 3.UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101 4.CONT--CONTINUOUS Zephyrhills,0.33542 C.ALUMINUM: 5.VIF--VERIFY IN FIELD Phone:(813)788-5314 1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE G.RESPONSIBILITY: ALL WORK SHALL COMPLY WITH PIZEVAILjNC Fax:1-(866)-824-7894 MINIMUM REQUIREMENTS OF 6005 TS FOR ALLOY WITH A 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED CODES FLORIDA BUILDING CODE, Website:www.fbcplans.com MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING NATIONAL ELECTRIC CODE, email:erb@fbcp lans.com 2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF CODES,LOCAL ORDINANCES,ETC. 0.024"SHALL APPLY. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, AND THE CITY OF ZEPHYRHILLS 3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART 1-A- NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN ORDINANCES DRAWN BY: W.P. SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE DRAWINGS,FABRICATED ITEMS,ORACTUAL FIELD STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONDITIONS. DATE: 5/14/20 ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE 3.THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE v �o PREPARED REVISION: DATE: BY THE ALUMINUM ASSOCIATION, CONTRACTOR. �A� 1 FLORIDABUILDING CODE, 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED `I �1 RO 1 5TH EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER ON INFORMATION PROVIDED BY THE CONTRACTOR AND RE VIE I INC.WASHINGTOND.C.THE 2014 ��� L. 20 ALUMINUM). MANUFACTURER. r RO 2 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A CITY M`N'EF PRESSURE TREATED LUMBER PROVIDE DIELECTRIC LICENSED P.E.IN ACCORDANCE WITH STANDARD p�AN �" RO 3 SEPARATION. ENGINEERING PRACTICES. 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS RO 4 THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF H.MISCELLANEOUS: USING#12 12 SPACING MAYBE 24"ON CENTER. #20_0508_083 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME PROJECT ADDRESS: "REMOVABLE PANEL SHALL BE REMOVED WHEN WIND WITHOUT A MANUFACTURER'S HOST BEAM. SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS IF NO HOST BEAM IS PRESENT,A SEPARATE 4TH WALL SUPPORT SYSTEM BERNARD & PAMELA CONLEE VISIBLE WHEN PANEL IS INSTALLED. SHALL BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED 6908 STEPHENS PATH D.FASTENERS: ON THE MANUFACTURED HOME. ZEPHYRHILLS, FL 33542 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE 2.IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 300 18-8,WITH STANDARD FLAT WASHER UNLESS ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING CONTRACTOR: MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE WITH ACQ PRESSURE TREATED WOOD. R 4501.17 IN ITS ENTIRETY. LIFESTYLE REMODELING 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD 3.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY 4897 W. WATERS AVE. FLAT WASHERS AND NUTS. CONTRACTOR SUITE B TAMPA, FL 33634 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, 4. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT, 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE ENSURE BONDING AGENT IS USED FIRST. HOT DIPPED GALVANIZED. NOTES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE �C�7f1A[��D�FBC 6TH EDITION REST FBC axn≥ca t� O ana 3,,J • • O � • v ( • ® 7a ,_4� ;°y'yq Sp 9 i •gam t! PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 Thomas L. Hanson P.E. FLORIDA LICENSE NUMBER:38654 Myron Max Neal, P.E. FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. EXISTING ROOF FLORIDA LICENSE NUMBER:70667 Erik Stuart P.E. FLORIDA LICENSE NUMBER:77605 FBC Plans &Engineering Services, Inc. 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 0 Phone:(813)788-5314 z in Fax:1-(866)-824-7894 II I C.O.A.-#29054 V) Website:www.fbCplans.com w EXISTING BDRM. DRAWN BY: W.P. FUTURE INSTALL NEW 36"X60" DATE: 5/14/20 FUTURE SUNROOM SUNROOM EGRESS WINDOW BY OTHERS REVISION: DATE: ---- --- 7 __------------- --- R01 RO2 48" 9'-0" NEW EGRESS 36X60 RO 3 4-0" 9,-0" EXISTING 2X6 WOOD FRAMED-! R04 WALLS WITH PAINTED ARCH. TYPICAL SIDE ELEVATION FLOOR PLAN #2oa30e_aeo STUCCO FINISH 1/4"=1'-O" 1/4"=1'-0" PROJECT ADDRESS: BERNARD & PAMELA CONLEE 6908 STEPHENS PATH ZEPHYRHILLS, FL 33542 CONTRACTOR: LIFESTYLE REMODELING 4897 W. WATERS AVE. SUITE B TAMPA, FL 33634 PLAN/ELEVS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7 10 AND FBC 6 EDITION RESID9l i t • 3 • i E PRODUCT APPROVAL CODE CHART • • e / • o q s • WALL PANELS(PLYWOOD)NAILING NOTE: STRUCTURAL COMPONENTS STUCCO NOTES: s�gA � $ga4y�NAIL 8d NAILS 6"O.C.@ EDGES&12"O.C.IN FIELD. SIMPSON SP1/SP2 FL10456 ROWS OF NAILS SHALL BE "MIN.FROM PANEL SIMPSON H 10A FL11478 ATTACH PAPER-BACKED METAL LATH EDGES.PLYWOOD SHEATHING SHALL OVERLAP SIMPSON DSP FL1 0456 OVER SHEATHING (2 LAYERS OF WATER t i l lfl ` BOTH TOP&BOTTOM PLATES.ALL FASTENERS SIMPSON SPH FL10456 RESISTIVE BARRRIER OR EQUIV.PER FBC PROFESSIONAL ENGINEER SEAL NAILED PER MFG.'S SPECIFICATIONS. SIMPSON ABU/ABW FL10849 6TH EDITION,2510.6) ENGINEER OF RECORD (3)2X10 HEADERS SHALL BE LAMINATED WITH SIMPSON LSTA/MSTA FL10852 APPLYZ"CEMENTITIOUS FINISH OVER METAL 1/2"PLYWOOD,GLUED WITH CONSTRUCTION SIMPSON CS16 FL10852 LATH&PAINT TO MATCH EXISTING David W. Smith P.E. ADHESIVE&NAILED W/16d COMMON NAILS @ 16" ALL CONNECTORS AND FASTENERS IN FLORIDA LICENSE NUMBER:53608 O.C.TO MEET LOADS AS INDICATED CONTACT W/TREATED WOOD SHALL Thomas L. Hanson P.E. BE ZINC COATED GALVANIZED STEEL FLORIDA LICENSE NUMBER:38654 OR SIMPSON'ZMAX' Myron Max Neal, P.E. FLORIDA LICENSE NUMBER:86663 Joel Falardeau P.E. FLORIDA LICENSE NUMBER:70667 EX.DBL.TOP PLATE N ! ii LSTA12,SP2 OR EQUIV.@ Erik Stuart P.E. EACH SIDE OF OPENING FLORIDA LICENSE NUMBER:77605 II METAL FLASHING/CAULKING ABOVE NEW WINDOW ii ______________________ -(3)2X10 WOOD HEADER W/1/2" PLYWOOD SPACERS FBC Plans &Engineering Services, Inc. 1-2X6 JACK STUD i I INSTALL WINDOW IN OPENING 6272 Abbott Station Drive Unit 101 PER MANUF.INSTALLATION Zephyrhills,fl.33542 L______________________J INSTRUCTIONS Phone:(813)788-5314 2-2X6 KING STUDS ---------------------- Fax:1-(866)-824-7894 i i I i INTERIOR WALLS FINISHED Website:www.fbcplans.com I I GYPSUM email:erb@fbcplans.com ATTACH JACK TO W/1/2" I I CONT.STUD W/16d I I FASTEN W/#5 COOLER NAILS DRAWN BY:WP I OR EQUIV.DRY WALL SCREWS @ 7"O.C. DATE: 5/14/20 NAILS @ 24"O.C. I REVISION: RO 1 Z"CDX PLYWOOD 2X6 CRIPPLE STUDS @ 16"O.C. RO 2 SHEATHING,SEE NAILING NOTE SIMPSON SP1/SP2 OR EQUIV. RO 3 AT TOP&BOTTOM OF STUD,TYP. RO4 #2O_O508_O83 2X6 STUD WALLJ SIMPSON DSP OR EQUIV. L PROJECT ADDRESS: W/R-19 INSULATION @ STUDS TO BASE PLATE EX.BOTTOM PLATE BERNARD & PAMELA CONLEE 6908 STEPHENS PATH ZEPHYRHILLS, FL 33542 WOOD WALL FRAMING FOR CONTRACTOR: WINDOW OPENINGS IN LOAD BEARING WALLS LIFESTYLE REMODELING 4897 W. WATERS AVE. SUITE B TAMPA, FL 33634 FRAMING DETAILS