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HomeMy WebLinkAbout19-20552 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20552 A` BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20552 Address: 6638 WAGON TRAIL ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVERADO Est. Value: Parcel Number: 05-26-21-0080-00600-0050 Improv. Cost: 2,350.00 OWNER INFORMATION Date Issued: 1/04/2019 Name: PERCIO, SARAH DEL Total Fees: 82.50 Address: 6638 WAGON TRAIL ST Amount Paid: 82.50 ZEPHYRHILLS, FL 33541-2558 Date Paid: 1/04/2019 Phone: (610)246-8446 Work Desc: CONSTRUCT SCREEN RM 10 X 24 CONTRACTORS APPLICATION FEES ARM ALUMINUM INC BUILDINGpFEE 82.50 IW V K.� Ins ections Required F OTER 2ND ROUGH PLUMB MSC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL . MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 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 such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits 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 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. &I &Aq� ONTRACTOR SIGNAT PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ' f i 813-780-0020 City of Zephyrhills Permit Application Fax-B13-780-0021 Building Department Date Received � R)s Phone Contact for Permitting , f -i-iT17TTr ^ - 1 Owner's Name SA //CL L'i C 0 Owner Phone Number Owner's Address 663? v m'w-rYZh+L x T Owner Phone Number Fee Simple Titleholder Name I I Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS C.b�jq����y,.A G00 177A/L S 1'. -L�P XEr)�. ��V LOTL# SUBDIVISION 100&t'N(/ APW� PARCEL ID# Iy•Z/ CJ®� OO®01 ODT (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED a NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR Q COMM = OTHER 1 TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL = DESCRIPTION OF WORK J"weov mory ) BUILDING SIZE I IV ;K Z SQ FOOTAGE Z� HEIGHT )V BUILDING $ VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = 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 ISTERED I Y/ N FEE CURREN I Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN LILN Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Address �J License# �DIHE':a;'&. ��V, COMPANY SIGNATURE �y ��,,//�� REGISTERED - FEE CURREN Y/N Address = �(JKw" ��Jv4'A JQ License# I SCCVS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItlllltllltllltllll 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 subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . 31 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 � f 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 I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,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 W"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&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 XQUIR NOTICE OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) 1 OWNEP_-OWAGENT- -' sCJDNrRAGTOR Subscribed and�wor to(or affir d)before met s S cr orn o(or affrme efore me this 1 urnN l ;r w• Z -� = S� Who is/are personally known to me or has/have produced Wh re pe!�on�a�lly nown to rpe or has/have produced as Identification. d](�.( 11CLA&4is identification. (71 Notary Public 6` tary Public Commission No. CommV.ioN.. Name of Notary typed,printed or stamped Name of N rimed or stamped "n,4 " JACQUELf NE Commission#B�GES = p Expires D 150422 P eandad rnw r ecember 12,2018 roy Fain Insurance 800.385-7pig 10/14/2015 Florida Building Code Online 700 r � FI'Irg4p�np r c( BCIS Home Log in I User Registration j Hot Topic Submit Surcharge i Stats&Fads I Publications I FBC Staff BOS Site Map j Links j 'Search Busines i'i+als&F4 ; `Y 17 Frofessi *-P-r-0-1 uct Approval1 11"ii++GJJ Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail } r FL# L17010-R1 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived 01 Product Manufacturer ASI Building Products/Lansing Building Products Company Address/Phone/Email 4501 Transport Drive-Bldg#5 Tampa Distribution Center(50th St) Tampa, FL 33605 (813) 769-0361 f.patierno@lansingbp.com Authorized Signature Frank Patierno f.pat'ierno@lansingbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t` Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Robert 3. Amoruso, P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date' 09/12/2017 Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology Validation Checklist- Hardcopy Received Certificate of Independence FL17010 R1 COI PER2292 RevO ss Ddf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1504.3.2 1507.4 2002.1 I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in http .//www.floridabuildng.orgtpr/pr app_dtt.aspx?param=wGEVXQwtDav2aBQoHDQQe6GDOW35eT6N0CPLHTr'47trC O/.9igF7lFdnwwoG.ArioL.Iri ,ro m yFLO It Inn City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: I Date Received: ll— Site: Permit Type: SCreeil k 10X 2- Approved w/no comment Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. 0- A :� 2D10 Kal in Sw•tzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) . . . r .4-" . SCREENED ENCLOSURE ENGINEERING DESIGN These Standard and Plans meet the 6th Edition(2017)Florida Building Code AND SPECIFICATIONS FOR PERMIT APPROVAL 'APPICABLE WIND SPEED ZONE: 140 mph JBM&R ENGINEERING, INC. RISK CATEGORY 1 CAN #7457 Aluminum frame of enclosure within 5'of a swimming pool waterline must be bonded per the protocol and PO Box 1566 Valrico,FI 33595-1566 specifications of the Electrical section of the Florida 813.741.2109(office)813.655.0061(fax) Building Code Ralph E. Remmert, P.E. 39610 120 110 105 for 130 10s 1 8 - 11e 120 ARM ALUMINUM x ...•. rt" . , ..r 1 ,77 rwb 15e 148 130 130 �- .���. ' E •.` '�. Moto$: (1 -- •� �?�'•.� � 1. Yalo are utJmd° ses1JM 3-srconel dust M• �I'�•--- . A y 1�i10 sxtm in miles Per Nut (Us) at 33 JBM&R Engineering, Inc _ Na. 3 610 It ate„ /IrwnE ,ar tx�e.r. - ' 1 , 140 POBox 1566 =7� 2. uw nr 1rter/olat1°a betnan contours 1k jwMitied. we Valrico, FI 33595-1566 3. lal4nds and.a.tal art, °ut.ide the 0 Ivat «mtow Mall uw the Ise- wind speed 813-741-2109 �,�'•. IN :'�,� .antwr .ne easstet .�.. 1 _!' Pe 4. oc-taro . terrain, 15 R10.••'�� icas � S � ��� promontories, and spetsa] udtd repicas ►e!. ■''eii �� � stall to esatloed for unuscal wind andl- U VAL E I/IIIII,tllttttt 5. pird speeds c°rre48and to np.:rn0Wr•1v c'^ a 15Y pratan tce in 50 ywrs 160 lllty of exceeib (snnwl exceewnce rraeaMlity .0.3G333, Fill r saa years). t n MIPI 170 170 EXISTING RESIDENCE ARM ALUMINUM ``,t`ltttytti 1 tttttltlt', 11w P�®A Slal�b srt YM M EMlpl �%.`PAP .,, awadnad 2X3 TOP PLATE (TYP) ':� RALM 745, 10 ,euax�"oaa 3" ELITE ROOF Poeooc,sea 1 r )50&- FAX aseOs-,sae r 1q L• � � �{BI3j 506—ia�133 F�i1t{Bt3)656-11M N 10' x 24' =f O� �"; x cal A ( t 5 J r'`�;SiS','.t ph I-D ... x x x L J � � 'f���''� L� �0� PLATE TYP 2X2 2X2 11j1f11 111111 (TYP) 0 SEE �r CONCRETE ''` PLAN �✓ N C`J DETAIL x + X x 5 —0 I 5'-0" I N r ff, 2X2 2X2 2X3 TOP PLATE (TYP) 0 ELEVATION rA SEE CONCRETE t DETAIL j CV r� r� CV a ( 5'-0" ( 5'-0" If x x x x I r CV N cV N 0 I 10'-0" 2X2 2X2 2X2 r �' 2X3 ELEVATION SEE 2 X 2 -• CONCRETE •':r >r:•. •.;.•.•;:.. DETAIL .8,. o... , ..I LOT 5 BLOCK 6 cl-jx x z4'—o" SILVERADO RANCH c clll clq! � SARAH DEL PERCIO ELEVATION © 6638 WAGON TRAIL ST. 2X2 ZEPHERHILLS, FL 33541 05-26-21-0080-00600-0050 TYPICAL DOOR CONSTRUCTION OWNER TO DETERMINE LOCATION OF DOOR(S) PLAN&ELEMAnoNS n��n ~" NJLJtNIJ ° Q PIAD°ITION ENGINEERING,INC. auvmaw..rxs no. wre avmon er a . vaaai5w wrnfi'Am wcwm..(8r3) +^O "I°1n�'++�1 RelphERenxreedP.E PLAN VIEW o o swelea os' nTN 7N as I— PFRAIED FM T� ARM AWWNUM 1- X 2- DB (SIDE WALL) V�Wm OW Stmdff&a*&ft ft Uft ce ft 2mT now&Aft alb .-#IO,S.M.S. X 1- LON&�*�24- D.C. M it 2x5 POST COLUMN (HOLLOW SNAP) < 2 #10 S.M.S. FROM INSIDE FACE 9i 2" X 2- 1/8" ANqL ra•%q 1" X 2" DB INTO SCREW SPLINE OF,,, I" X 2" 08 (1" EMBEDMENT MIN.):_:;'` 1-1/2" LONG #10 S.M.S. @ 24" D.C. TYP.-- 0 #14 S.M.S. AND 1'/#-o "2 1 4" 0 —SEE PLAN VIEW BELOW LONG CONCRETE` NCHOR 2" 2"125" ANGLE EACH RMM E_ROMM.RE SMO j9' x CON 0 7467 0 ZkHORS TOTFOUNDATON SIDE,*COLUMN FASTENED x 6Y jum 130EUM w- SEE PLAN V16,THIS SHEET —11. N1. W TH�A113 #IOx3 4 S X 47,"�(DB) W/1 1/29 VAL PAFJM FLOWAM 1556 33595451% LONG/#.10 S.M.S. 0 24"O.C. (TYP.) ( (813) (ROOF BEARING WALL) 2" ��'2" HOLLOW 0 x LIE EACH Ci �Q ANG :)H SIDE % 0 COLUMNf.`.FASTENED ......... EL 'r 1"x2"x.044",B�SE CHANNEL 3) #1 13 1 ... .11 .V 7WEEDFsk 707 Ox3/k Sms -xc FOUNDATION _7"2Yj Y A -M EXTERIOR CORNER DETAIL EXTERIOR CORNER DETAIL MIN]Li (PARTIAL ELEVATION) N.T.S. (PLAN VIEW) N.T.S. 4 Z A X 0.045 TOP RAILjt, 4 4 - 'T"IlIx 11, (Per Clip) #10 0 ...... 4 N4L % z 49 x4" "WEDGE ANCHOR' OR EXPAN;'16ff1njj THRU ANGLE AND BASE CHANNEL INTO CONCR Ej,,rAp01 E T TA I OR.FOQJERs BRICK PAVERS. 1 SIDE VIEW OF-2x5 CONNECTION DETAIL N.T.S. (2 per side)X 6, 4 #10 TEK ,e t 3/8"x4" "WEDGE ANCHOR"OR EXPANSION BOLT Ox-3/4-SM&-eR-(-4)—#8X9/I6 SM H THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB TO FASTEN 2X2X.125 ANGLE TO COLUMN OR FOOTERS WITH BRICK PAVERS. 2 X 3 X 0.045 PATIO UPRIGHT A "XT"TOP RAIL TO UPRIGHT CONNECTION DETAIL 2 NY N.T.S. P" 3/8"x4" "WEDGE ANCHOR" OR E�A�SION BOLT (3 #,Ox3/4 SMS OR(4) #BX9/16 SMS EACH THRU ANGLE AND BASE CHANNEL 11�0 CONCRETE SLAB L T -FASTEN 2X2X 125 ANGLE TO COLUMN OR FOOTER WITH BRICK PAVERS.i)lr� e­w (HOLLOW OR SNAP) 2. T MN .I T 4� (TYP.) 6 MAX. 2%2".125" ANGLE EACH (TYP.) 0 SIDE OF COLUMN FASTENED WITH (3) #10x3/4 SMS 4 3-1/2"MIN! 2" 1%2%.044" BASE IN.CHANNEL X NIL 0 uuL OF SLAB -, 1 2x5x.090 (HOLLOW OR SNAP) OR EXPANSION "T-'BOLT @ 24" o.c." EDGE OF SLAB K L 2x3x.045 4/4 x3 ­CUI T". TAPCON OR EXPANSION'S S T-BOLT 0 24" o.c.- (HOLLOW OR SNAP) • 3/8"x4" "WEDGE ANCHOR" OR EXPANFSI BOLT PLAN VIEW OF 2k5.CONN1ff_61ON DETAIL - THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB it OR FOOTERS WITH BRICK PAVERS. PLAN VIEW OF 2x3 CONNECTION DETAIL N.T.S. MISC DETAILS SIDE VIEW OF 2x3 CONNECTION DETAIL IZDBH a NJ.& ZPROPOSED SCREEN ROOM ADDMON-00 ON:!Ls ENGINEERING, INC.o WO FOR POW&CNSTRUCTO V PQf5 WVftFLUW UbhR..N3)WM , JIJ)ff REdph E Remwrt P.E. Misc Details 0 o �Ib'1�a �OOao PIfPAIED� #8 X 9/16" TEK (5 PER PAN) AR►1 M1IAONUII %i/i'//'i/ um Plan aw Sadnf MA b/M FAUN W /:w'Ooo/ of to 2017 FrAM3�Ibb OPTIONAL ALUMINUM FLASHING IF NEEDED TO PREVENT WATER INTRUSION AT CONNECTION SEALANT (TYP) �;: •' :•:•a;: [ ° ° RMPN E RBtERT,PE Ji610 'T.•CONCH iE •ti CAN 0 7467 / . �• f .•� �• �!, "HEADER" C�HATNIN�EFL F�AST�ENER SCHDULE TO HOST STRUCTURES ,�m.pft p� #8 x 3/4" SMS THRU FLASING ^' / FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1 12" DRIVE PIN VA1l6CO3 FIORDA 335Y6-1586 j/ THRU PAN HEADER INTO /i/j WITH 3/4" NEO-CLAD WASHER = or, j OR 1/4" x 2-1/4' "QUICKSET" INTO CONCRETE BLOCK WALL (813) FAX(813)�= j'FASCIA BOARD(TIP.)/ / '/' INTO PANEL AS NEEDED OR TIE BEAM 12" O.C. 0O �G TE:N RECEIVER IC�HANNEL WITH 10 x 2" SMS INTO PLYWOOD pq qpq q COVERED FRAME WALL @ 8" O.C. MUST FASTEN TO 2X STUDS) po 3" THICK x 12' WIDE STANDARAD INTERLOCKING PAN• Q SIR PAM!H0sFSIpICW 1\I�IIII14jfj n- - "� `"�'" °t 'ae haszeaoae[aq q x_ q�gpa°q > FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS #8 x 9/16 SMS THRU HEADER FLANGE AND WASHERS @ 10" O.C. \��\ LP H INTO BOTTOM OF PAN (5 PER PAN) 12" O.0 AROUND THE PERIMETER PAN ROOF TO WALL DETAIL ���,` ••,-1C'�q ''�'� vls USE SAME FASTENING PROTOCOL FOR ROOF PANS AND COMPS E PANE /VO ROOF PAN DETAIL TO HEADER CHANNEL AS SHOWN WHEN OVERHANG IS ELEVA NOUGH N.T.S. ABOVE HEADER CHANNEL TO ALLOW ACCESS WITH SCREW G R RILL 'o r�r TEK SPACED 0 8" O.C. (TOP & BOTTOM) ��� •• :•Q*:` , LLJ ;,WOOD/,'///','/'/// °''/ qL ENG� \\°���� 00 U • �/f i,f,/��: _�o C a[aG c�C�Cv ROOF PA Lf ��..CONCRETE••Q�••••.•� ANGLE TO PLUMB ROOF PANEL RELIEVER CHANNEL /�.;•, '� �!. USE 3/4" X 3/4" X 0.0625" %` I— 5'%'^. .•.�' , "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES OR 1" X 1" X 0.0625" ALUMIN ANGLE o UM j O+s S i _ � FASTEN RECEIVER CHANNEL nim WITH 1/4" x 1-1/2" DRIVE PIN CANTERED FASCIA BOARD CONNECTIONS cnOR 1/4 -1/�4QUICKSET" INTO CONCRETE BLOCK WALL OR TIE EAM 12" O.C. N.T.S. FASTEN R COVERED FRAME RWALL CHA @E8 Om (MUST FASTEN I PLYWOODNTO TO 2XSTUDS) SEU PMFL HWr STOXIM FASTEN RECEIVER CHANNEL WITH MIN. 1/4% THRU BOLTS WITH NUT AND WASHERS @ 10" O.C. r' FOAM COMPOSITE PANEL DETAIL - � #8 x 9/16" SMS THRU HEADER CHANNEL - '/'// INTO SUPERGUTTER — @ 8" O.C. STAGGERED #8 x 9/16" SMS THRU HEADER CHANNEL TOP FLANGE A CHOR PER DETAIL FOR PAN 1 NTO FOAM COMPOSITE PANEL @ 8" O.C. VARIES RODF PANEL _ R COMPOSITE PANEL (12" O.C. AROUND THE PERIMETER) USE (5) 1/4" X 4" BOLTS W/ A CHOR PER DETAIL FOR PAN WASHERS PER COLUMN/POST / / / / / °�A°�° °�° T� p 'dba bdaa a p p, R COMPOSITE PANEL p10x2 SMS®B O.C. ;/, ° 0 . . THICK x 12" WIDE STANDARAD INTERLOCKING PAN,; USE (5) 1/4" X 4" BOLTS W/ 1" X 2" MAY BE ATTACHED %THRU S'8 RGUTTER INTO / - - dsdb- �- -db e a as apap WASHERS PER COLUMN POST FOR SCREEN USING (1) FASCIA BOARD(TIP.)/ � / #8 x 9/16 SMS THRU HEADER BOTTOM #10 X 1 - 1/2" 0 6" FROM TOP AND ' "FLANGE INTO COMPOSITE PANEL - @ 8 O.C. 1" X 2" MAY BE ATTACHED BOTTOM AND 24" O.C. (12" O.C. AROUND THE PERIMETER) FOR SCREEN USING (1) / 1/4" x,2" SCREW THRU BEAM AND GUTTER #10 X 1 - 1/2" @ 6" FROM TOP AND BOTTOM AND 24" O.C. 8' O.C. SIDE NOTCH POST TO CARRIER BEAM CENTER NOTCH POST TO CARRIER BEAM FOAM COMPOSITE DETAIL ROOF DETAILS - N.T.S. U QL®FOR PIRE&CIXbI nDN PROPOSED SCR EE11RooMADDRION-PLAN ENGINEERING, INC. iarwoKe oiu wcs rro. as aeisw x cx ,aa Pa Rx lug wtrfum r6evem�(mslweJep rve(xalesmei RelphE Re7nmelfi P.E TV ° _ „� `"`g ROOF DETAILS 10Nf'J ova gifT xTeG 0 �I a =100aa PAD'AAfD R1E ARM ALUMINUM •, 5 - #10 X 4" S.M.S. WITH 3/4" NEOPRENE WASHERS PER 4 FT PANEL ACROSS FRONT & 24" O.C. ALONG SIDES RMM F.FSAW.PE 3MO CAN/749 miEH w WQ P.O.BOX ib86 VALMM FLOWA 3359�1566 '-I (80)50-4613 FAX(8f3)836-0061 ❑ ❑d P �❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o ❑�o q -- -- - --- SEALANT TYP ON ALL INSTALLATIONS ------------------------------- (5) #8 x 3/4" SMS WITH 3/4" DIAMETER NEOPRENE - // OADPSTEEL WASHE SUPS INTO EDGE OR CARRIER BEAM, TER N.T.S. i/ �// , ' i i ////// /,� .•- MAINTAIN MINIMUM 1/2a CLEARANCE } LLJ NOTE: MINIMUM SLOPE PANEL SLOPE1/2" PER FT U . . :. :,•� - - p ROOF PAN DETAIL ~ a'.CONCRETE-!.A:' •• a �" `� • .: if #8•;a' #8 x 9/16 SMS (5 PER PAN) FOAM COMPOSITE TO SCREEN WALL HEADER DETAIL u j #8 x 9/16 SMS FOR COMPOSITE - 8" O.C. @ BOTTOM "HEADER" CHANNEL FASTENER SCHDULE TO HOST STRUCTURES `````�a�►�TLLLTrur r,� (!) FAN OONCRETE/MASONARY Hosr STRUCTURE %�� /� FASTEN RECEIVER CHANNEL WITH 1/4" x 1-1/2" DRIVE PIN 0 OR 1/4" x 2-1/4" "QUICKSET" INTO CONCRETE BLOCK WALL OR TIE BEAM @ 12" O.C. •�-�C••�V •' ���� WOOD RECEIVER FFR HO TSTRUCTURE EL NO. > FASTENWITH #10 x 2" SMS INTO PLYWOOD �ro � ��••�� COVERED FRAME WALL @ 8" O.C. (MUST FASTEN TO 2X STUDS) �O S STEEL.PANEL HOST STRUCTURE �f� . *` �� F FASTEN RECEIVER CHANNEL WITH MIN. 1/4"x THRU BOLTS WITH NUTS AND WASHERS @ 10" O.C. '. •' I(JP,.•' ��:��` o• �� . r'rrrrTLLT��r,►���A ROOF PAN OR,FOAM_ QM�O'SJLEP_ANEL.DETAIL`' N.T.S. ROOF DETAILS nn IMM fDR POW MTRKTIM PROPOSED SCREEN ROOM ADDMON-PLAN ENGINEERING, INC. RESFRQICC cavwcs uo. wa �9ou ar I cK .PP1 P.a Bav 160 VeMx<ft3= RafpA TAILS E RirmrrelC PA�,, ROOF DE I b Da 9ALIONO oN as • ,`11111111111111 /f PAQARM FMt ARM ALUMINUM a v RAM E ROAM.P.E.3MO TYP. SMB 'O STAT CAN/74P __ a�m moo,w- SIZE VARIES R'�s ;T F OF vA18100�,PFiOWA W=1115 e cA • 0 P. ••4i- (813)50-4M FAX(813)&%-= ° COMPOSITE ROOF PANEL (5) GUTTER ATTACHECP%% Oj�qL E�G��%.•�''� ° - #10 X 4" SMS W/ NEC, BEAM 2/ #8 X 9/16 I��I�l111111111111Uw (TYP.) @ 8" O.C. STAGGERED #12X3/4 t SMS EACH SIDE ° WASHER PER 4 FT PANEL SCREENING (SEE ATTACHMENT SCHEDU El' 1 l,- #10 X 2 SMS , PAN ROOF: (5) #8 X 9/16 4 � TEK PER 1 FT OF PANEL -� � 1 X 2 OB 1.5" 2.125"X.062" RECEIVING CHANNEL 1/4" CONCERET ANCHOR o EXISTING CONCRETE TIE BEAM OR WOOD FRAMED WALL (BY OTHERS) o 2 X 0.050" STRAP @ EACH BEAM LOCATION ATTACHMENT SCHDULE EXTRUDED SUPER GUTTER 1.5" X 2.125" X BEAM MASONRY WALL WOOD FRAME WALL BEAM SIZE #12 SMS CONCRETE ANCHORS 1/4" LAC SCREWS 0.082" RECEIVING EACH SIDE EACH SID EACH SIDE CHANNEL 2"X4" PB 3 2 %F. 2 CARRIER BEAM 2"x4" SMB 3 2 2 #12 SMS @ 24" 2"X5" SMB 3 2 ,:. 2 O.C., TOP AND 2"x6" SMB 4 A AAFF3 3 NOTE: SMS TO BE PLACED A MINIMUM OF 0.5" BOTTOM WITHIN 3" 2"X7" SMB 5 3 3 FROM EDGE AND A MINIMUM OF 0.75" O.C. OF END OF BEAM. 2"X8" SMB 6 4 4 UNLESS OTHERWISE SHOWN. 2"X9"x.072" SMB 6 4 4 BEAM TO GUTTER/ SCREEN ROOM 2"X9"X.082" SMB 6 4 4 - N.T.S. 2"X10" SMB N.T.S. 7 4 4 _ BEAM COtUlECT10N3 BEAM TO WALL dQ� 0 ISM FOR PO WkCONMCNON i- s RR PROPOSED SCREEN ENGINEERING,INC. Re,-CE ml— No. mm R�,vav MP P.aea.15m V ft FL3= u,wm..jalsl ,-,m cauczacR av�v Ralph E Ralrtmad,RE�,� BEAMS 0 �a 31�dCN0 oN as � . a. 4" THICK CONCRETE SLAB (NOMINAL) AS FOLLOWS � ►' A�, ,M of ft=7 num Rmft Cab • 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. • REINFORCEMENT: 6"X6" # 10/10 W.W.M. OR "FIBERMESH" RALFHLFMAERT.PE3WO +aW_ P.aeox sec • VAPOR BARRIER. V"'�00•n=A 15W (813)SQ8- W FAX(613)6SS-0081 • TERMITE PRETREAT IS REQUIRED ONLY IF RESIDENCE HAS BEEN BUILT FOR 3 YEARS OR MORE, AND THE PROPOSSED CONCRETE SLAB WILL BE IN PH CONTACT WITH THE RESIDENCE. ..�� • IF TILL MATERIAL IS NEEDED, IT SHALL BE FREE OF VEGETATION AND FOREIGN =� MATERIAL. THE FILL SHALL BE COMPACTED TO ENSURE ADEQUATE SUPPORTn�( _ OF THE FOUNDATION. sT � OF ' �,• '-;S'cS�. 0R Ilk" CRACKS OR HAIRLINE STRESS CRACKS MAY STILL FORM MONOLITHIC FOOTING REQUIREMENTS FOR SCREEN ENCLOSURES FOOTING SIZE REBAR = 1_ (height x width) I —I 1 �I III-1 11=1 11= -i i i=i i I—i i i=i i—i r—i i i—i —i i i—i i i=' 8"x8" U.O.N. 1 — 5 (U.O.N) 1—I —I 1=1 1=III—I 1=III=III=I I' (U.O.N.) # ( ) 1=111=1I11=11�-1 —I 1=1Ii—IT1=11=1 I - . . 1-1111-1 I I-1 I 1=1 I i=l i 1=1 IJ=1 11711 IE�l1=1I1=1I11=1 I IIi III=III=III=III=ill=III=III=III=III=III=III=III=III=11L-- MONOLITHIC FOOTING REQUIREMENTS FOR°`C—ARP.ORTS-­AND SOLID ROOFS -1 i'—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I—I 11=1 11Ed I El 11=1 I_ 111=III=III=III=III=1I1=III=111=111=111=III—III—I I' FOOTING SIZE REBAR MAX. TRIBUTARY`LOAD'-WIDTH l-I' II1=1I1=1I1=1I1=1I1=1II—II1=lI1ElI1ElII—III-1I1= .� II-11J11=III—III—III=III=III=III=III=III=III=III= (width x height) (distance between supports: =1 I I—I Ih�l 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=' �� —III=III=ilr-11_I- 8"x8" 1 — #5 UP TO 7'-9" 12"x8" 1 — #5 FROM 7'-9" TO 12'-3' _ 12"x8" (U.O.N.) 2—#5 (U.O.N.) GREATER THAN 12_-3"-SPAN- CONCRETE n V�LJI/LJ � O MMFORPOWITkOM61RUCmN RR ENGINEERING, ENGINEERING, INC. RER CC OP.wGS No. wlE REM40N BY GK I➢P PABm160E Viso.FL3395 666f.PAus(019) F"(013)MMI RBfpAERBmm it RE ARMAluminum,Inc. ARM Aluminum inc 333 Falkenburg rd Tampa fl 33619 LIC # SCC056764 City of Zephyrhills the following persons are authorized to sign/pick up permits for ARM Aluminum Inc. Lic# SCCO56764 Michael Anderson. ys Ga lelIa Austin Rol nb h 3ancka Lttdte Ray NOTARY PUBLIC STATE OF FLORIDA Conn*FF9WM Expires 8/28/2019 ARM Aluminum,Inc. • A ARM Aluminum inc 333 Falkenburg rd Tampa fl 33619 LIC # SCC056764 City of Zephyrhills the following persons are authorized to sign/pick up permits for ARM Aluminum Inc. Lic# SCCO56764 Michael Anderson. s Gamdella tustin R enb h Sends l.izdb Ray NOTARY PUBuc STATE OF FLORIDA . Comm#FF90&1W Expires 8/28/2019