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Home My WebLink About22-4454City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 BAR-004454-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 08/18/2022 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. ONTRACT SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 - "Al Building Department Date Received 4 R as 991 Owner's Name Fee Simple Titleholder Name Fee Simple Titleholder Address Contact for Permitting q L —71 *lost Owner Phone Number Owner Phone Number Owner Phone Number JOB ADDRESS �a � �3 � } LOT # t SUBDIVISION l� 1 5 s PARCEL ID# J ^� (06TAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADDIALT �T SIGN DEMOLISH El INSTALL REPAIR PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL M � 9 CP& §. 0 e 9 6 8 ® ag 9 p[ 4 6 WeR 5 a b @i DESCRIPTION DESCRIPTION OF WORT{ BUILDING SIZE = SO FOOTAGE � HEIGHT pp @@ _4 R. x. It it k k'C k 9 C, k WE 4 x x 1A t k E X'X'gA x V.,` x x x x x ALxx x IE A R: x 't'x 9 WE x x x It x U4"VIEt V. xxitI EE91JILDING 5 � � VALUATION OF TOTAL CONSTRUCTION S w —11 ELECTRICAL $ AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING t MECHANICAL r $ VALUATION OF MECHANICAL INSTALLATION �"` i _ r GAS ROOFING SPECIALTY = OTHER ' FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY � SIGNATURE V REGISTERED FEERN Address License # ELECTRICIAN COMPANY SIGNATURE REGISTERED YIN EEc cuRREN Y 1 N Address License #� PLUMBER COMPANY SIGNATURE REGISTERED Y 1 N� FEE cuRrtrN Y 1 N Address ====== License # E=�� MECHANICAL COMPANY SIGNATURE �( REGISTERED Y ! N FEE CURREy Y 1 N� Address License # E:== OTHER COMPANY SIGNATURE e RF OISTERED Y / N� FEE Ct/RREN Y 1 N Address License # E_.._= 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 ousts, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach (2) Complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms, R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Starmwater Flans 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. uiroctions: 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) Homes if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public roadways -needs ROW 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "dead" restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable dead 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 tinder 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—Liconsing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractors) 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 pennitting. 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 foes must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sower Impact fees are duo, 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—Hompowner'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'SIOWNER'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 penult 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, Welland 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 stern 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 an) 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. IMMUMMAU-14fm 114 UTAIM 10"T Jul FLORIDA JURAT(F.S. 117,03) OWNER 0 E Subscribed an aware t or affi I r ) before mothis by Who i sona y known to as/have produced W1.1 Public Notary Public Slate of Flonda Christina M hristina M Notary n G 9 642 5 ,A 4 My Commission GG 916425 _s 0 "de Expires 09/2112023 Or lk Subscribed and swo to m,� ed befo this 'n� M&IL11 to me or h Who is/are personally known to me or h s1have produced IlAy Notary Public State of Florida, Giroux Christina M Giroux Commission GG 916025 My Commission GG 9 0 3 09/�2312023 0 Expires a SC4A#:* I N Zop T P. 26 S. s RNG. 21 E. W PASCO COMM FLORIDA BOUNDARY 14 --stil"Orry "'Or; LOT 10, OAK CMT NSTATRS,- PHASE Z ACCO,"'NC To rH8 MAP OR PLAr THZRCOP RWORD,90 IN P"T BOOK 32, PAVZS 47 AND 48. PURLW RECORDS OF PASCO CoUlaT, FLORIDA. m �-10 * DPWIVAGN EASEMENT FIR I/V s 89*32l't3" 's #8382 S 89"26 "47"" Z 60 pqlu 13�301 3.5-X3.45' m 1007 C�,w Y sroRr 03 Z CO i LO 0� I Acm RESIDENCE 4.4 w ---- S&W sp'tv" I / vrtu P*mft] H&OW JAf) Ito. 00 (p) N1 f FJM PK & DISC #428f pla I/V, #6382 9 a 00 7`� IR 40 4. to. 4 1. 49 Ito. 00 (p) Ito. to - (m) 9 SIR I/Z" #3555 SONIA lk-%WRAWON AUSAXAS rims-vax j-mvvZR UNLESS EMBOSSEU VVI I 1-i IA STINIZZ-14rX WTIZ A f r t"r AW" 1111thl xa2 Alzzlp,1700A, -f7lTHl(S"F3TAMP4"ED I= 3 .00' 0 c+j PC FAVD. PK & DISC #4281 92= mm BCIS Horne I Log In User Requstratio,, Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIs Site Map Links Search Product Approval USER: Public User pr ii',JT� IA r G anL;s_'� > Application Detail FL Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email 20400 Hall Road Clinton Township, MI 48038 (586) 286-0410 lesho@ temosu I i rooms. corn Authorized Signature Jim Hall lesho@temosunrooms.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Test Report Architectural Testing Inc. - Wisconsin Architectural Testing, Inc., an Intertek Company 12/31/2023 JAMES A CLANCY, PE Validation Checklist - Hardcopy Received L-11 LOLQ P �tandard Yep r TAS 202 1994 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Documentation from approved Evaluation or Validation Entity Yes No N/A Product Approval Method Date Submitted Date Validated Date Pending F13C Approval Date Approved FL # Model, Number or Name 10829.1 1206 Sunroom Wall Panel LI-10 ) R' CL 20),,12c]( Method I Option B 11/10/2020 11/10/2020 11/20/2020 OEM= 3-1/2" Thick Wall Panel -- Alundint-1111 Skin Panel/Upper Transom/Horizontal Sliding Window/Lower Transom/Aluminum Skin Panel Limits of Use Installation Instructions Approved for use in HVHZ: No LLL QM -EL- L� LtA Lk U o on.. i ir3 11—N —k 19 -- i L(Lf Approved for use outside HVHZ. Yes Verified By: Architectural Testing Inc. - Wisconsin Impact Resistant- No hest Reports Design Pressure: +55.14/-55.14 —112fif Other: Maximum Wall Panel Size = 4' 9" wide x 8' 0" high, Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper Transom Maximum Size = 4' 9" wide x 9" high. 10829.2 306 Sunroom Wall Panel 3-1/2" Thick Wall Panel -- Aluminum Skin Panel/Upper Transom/Horizontal Sliding Winclow/Lower Transom/Aluminum Skin Panel Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ. Yes Verified By: Architectural Testing Inc. - Wisconsin Impact Resistant: No Test Reports Design Pressure; +55.14/-55,14 1�!Lpgf LI-10-821) R_ R at t .!0L6 8 17 Other, Maximum Wall Panel Size = 4' 9" wide x 8' 0" high, Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper -Transom Maximum Size =- 4' 9" wide x 9" fugh. minuet Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Architectural Testing Inc. - Wisconsin Impact Resistant: No Test Reports Design Pressure: +55.14/-55.14 Other: Maximum Wall Panel Size = 4' 9" wide x 8' 0" high, Maximum Horizontal Sliding Window Size = 4' 9" wide x 5' 3" high. Upper Transom Maximum Size = 4' 9" wide x 9" high. E-1 see FL 323-91) Phone 850-487-1821 The State of Florida is an AA/EEO employer. cop is Lava y5at_ement :: &q �sibih _�Lt�n ::agftial _ajat ment Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If You have any questions, please contact 850.4B7.1395, *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 202, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hgj�e Product Approvag Accepts: MBEWEEM C,reda Card Safe 1 211 3CIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCTS Site Map Links Search PS.'O'd...Ct rovall P! Public r db Lr—(LdALq2spiL,g,vsLm—pDLj Application Detail 'e' FL # AMMON Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence 20400 Hall Road Clinton Township, MI 48038 (586) 286-0410 leshO@teMOSLinrooms.com 3im Hall lesho@teniosunrooms.coni Robert A. Walz 20400 Hall Road Clinton Township, MI 48038 bwalz@temosLinrootiis.com Robert A, Walz 20400 Hall Road Clinton Township, MI 48038 bwalz@temorsunrooms.corn "N' I INS Exterior Door Assembly Products Introduced as a Result of New Technology Test Report Intertek - York (ATI) Architectural Testing, Inc., an Intertek Company 12/31/2023 Allen N. Reeves, R.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 51gn—OArA Year TAS 202 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A LUAIQ-2 _.R6 Q Q1_Q_ /: Q8 2�( �'02 0) . ILd f Product Approval Method Method I Option B Date Submitted 11/10/2020 Date Validated 11/10/2020 Date Pending FBC Approval Date Approved 11/19/2020 FL # Model, Number or Name Description Limits of Use Installation Instructions Approved for use in HVHZ. No P—df Approved for use outside HVHZ: Yes Verified By: Intertek - York (ATI) Impact Resistant. No Test Reports Design Pressure: +55.14/-55.14 z2f Other: Must be shuttered where required by code. Maximum Panel Size: 3'2" x 7'1". MaxlFqUrn Door Size: 3'I-1/4" x 610". For Exterior Patio Use Only. g_Qn t �, ct Us 2.�a Blair �ono d,jall4h4ss FL 3rPhone: -1824 The State of Florida is an AA/EEO employer. QopyLig Accessibility_akqLeme ,nt agfriaq� Stacm n Under Florida law, email addresses are public. records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, 'Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be Used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee Under Chapter 455, FS,, please click ftt�. Product Approval Accepts: MWJOEEIS Creda Card Safe #12 x 1-1 /2" SCREWS BASE/TOP TRACK 3 5/8" FILL PANEL ADAPTER FEMALE INSTALL #8 SMS AT INDICATED LOCATIO BOTH SIDES OF DOOR— 16 TOTAL TOP SECTION DOOR JAMB SIDE SECTION DOOR JAMB #10 x 2-7/8" SCREWS #12 x 1-1 /2" SCREWS SIDE CROSS SECTION DOOR TUBE FEMALE DOOR SWEEP DOOR THRESHOLD BASE/TOP TRACK EXPLODED VIEW TOP CROSS SECTION CORNERTHROUGH THE FRAME INTO THE WOOD BUCK LOCATED 6" FROM EACH AND SILL 10 x 2-7/8" SCREWS -IROUGH THE FRAME ITO THE WOOD BUCK OCATED 8" FROM EACH ORNER AND ONE 1DSPAN ON BOTH 4MBS #10 x 2-7/8" SCREWS 3CIS Horne Lo, 11 Ule, Reg,sl,olmn Hot Topics Submit Surcharge Stats & Facts P.Ipkat,ons Contact Us i BCIS site Map Links Search PCProduct Approval ER: Public Use, I > Application Detail FL # g , ", ,, g "M Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer 1101 'aft Address/Phone/Email 350 Burbank Rd. Oldsmar, FL 34677 (813) 855-2627 info@structall.corn Authorized Signature Kenny Matuza info@structalf.com Technical Representative Ken Clay Address/Phone/Ernail 350 Burbank Road Oldsmar, FL 34677-4906 (800) 969-3706 kday@structall.com Quality Assurance Representative Ken Clay Address/Phone/Email 350 Burbank Road Oldsmar, FL 34677 (800) 969-3706 <clay@StrUctall.corn Category I I "I, Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Flardcopy Received Florida Engineer or Architect Name who developed the Do Kim Evaluation Report Florida License PE-49497 Quality Assurance Entity TI RADCO LLP dba RADCO A Twining Company Quality Assurance Contract Expiration Date 12/31/2021 Validated By James L. Buckner, P.E. @ CBUCK Engineering Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL214<i I CC7i_c;o ti(!.(�, Sections from the Code 1708,2 Product Approval Method Method 2 Option B Date Submitted 10/15/2020 Date Validated 10/16/2020 Date Pending FBC Approval 10/25/2020 Date Approved 12/16/2020 Summary of Products Fl # Model, Number or Name Description Limits of Use Approved for use in HVHZYes Approved for use outside HVHZ.- Yes Impact Resistant: No Design Pressure: +86.6/-86,6 Other: In HVIIZ, product shall be Used in structures meeting the requirements of FBC Section 1626.1, unless impact protection is provided. See installation drawing for design pressures and spans. 21443.2 1 Snap-N-Lock Composite Panel Limits of Use Approved for use in HVHZ. Yes Approved for use outside HVHZ- Yes Impact Resistant, No Design Pressure: +86.6/-86.6 Other: In HVHZ, product shall be used in structures meeting the requirements of FBC Section 1626.1, unless impact protection is provided, See installation drawing for design pressures and spans, 214413 Snap-N-Lock Composite Panel Limits of Use Approved for use in HVHZ., Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +86.6/-86.6 Other: In HVHZ, product shall be used in structures meeting the requirements of FBC Section 1626-1, unless impact protection is provided. See installation drawing for design pressures and spans. 21443.4 : Snap-N-Lock Composite Panel Limits of Use Approved for use in HVHZYes Approved for use outside HVHZ, Yes Impact Resistant. No Design Pressure: +86.6/-86.6 Other: In HVHZ, product shall be Used in structures meeting the requirements of FBC Section 1626.1, unless impact protection is provided, See installation drawing for design pressures and spans. Installation Instructions l F t4jjj��T I I 2 L) r 13C 5jList�,ijj 31<1124�i I QdJ _u _ _tLL -' I ' Verified By: PRI Construction Materials Technologies, Ll-C Created by Independent Third Party: Yes Evaluation Reports 11,LAL r�,,,port, 1 43E4 202.� E-K,pg f Created by Independent Third Party: Yes 3"x0.030"xIl1p EPS Composite Panel Installation Instructions f L2 I d IHJ[ Verified By: PRI Construction Materials Technologies, LLC Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes 3"x0,024"x2lb EPS Composite Panel Installation Instructions ,!— aLit 4" —R-jr 11_L120 �—B—C LUdill 3xQ.24x2ljLp I Verified By: PRI Construction Materials Technologies, LLC Created by Independent Third Party: Yes Evaluation Reports LL211-13 P13 -p,, "it -1-1 C Created by Independent Third Party: Yes 4"x0.024"x1lb EPS Composite Panel Installation Instructions FL2 i L P OL" Verified By: PRI Construction Materials Technologies, LLC Created by independent Third Party: Yes Evaluation Reports FL2,L44 AE-L-',il LIE!LtLZUL,'� _UK-ptlE Created by Independent Third Party: Yes Qontagt Us :: Zal Blair Stone Rki allzmsr�is e f i 32�L9 Eldone Q 4871824 A,_L__ &_ _ one State of Florida is an AA/EEO employer, Q t9hL2 2 - 13 1 a' . of F) , i d� :: ELvisct Statement n t Z\4Lckd "if J y ern n it d S , �gmen QyL _Q�� _5j4LqA �: Bgfd ... tq _I Under Florida law, email addresses are public recoids. If you do not want your e-mail address released in response to a public -records request, (,is not send electronic mail to this entity, Instead, contact the office by phone or by traditional mail, If VOU have any questions, please contact 850,487,1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chaptel 455, F.S, must provide the Department with an email address ifthey have one, The emails provided may be used for official communication with the licensee. However email addresses are pi-pilb: record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available,, to the public. to determine if you are a licensee under Chapter 455, FS., please click here Produrcit Approval Accepts: MMIMEEM v ALLO7(NF- JGN ZLYING IRE F *PO T N, E J, �ITASLE} CT AAiRiPEs 1) BASIC WIND 01 a ) EXPOSURE CLASS: ENCLOSED Q m ) ,TCOEFFICIENT: o1 ) COMPONENTS AND CLADDING Cn OF ZONE 1: +13.4 PSF, -25.9 PSF ROOF ZONE 2: +13.4 PSF, -29,5 PSF ROOF ZONE 3: +13.4 PSF, -29.5 PSF WALL ZONE 4: +24.3 PSF, -25.9 PSF WALL ZONE 5: +24.3 PSF, -29.2 PSF 00 coIz �00z ill m ~ 4 w z 8 a* r o � � <t -t z o JNoat (LLL I kJli�'W Y C-OVN �O:S ITE- IC-kaO V—' % q \Y sl 95 )\a evj It# cej'fy)mf>(r $4 N. W- Oki A�nco N r- p JETAE, U) Au Kj c k z"NE /3� ALL TEMO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH CHAPTER 16 OF THE 2020 FLORIDA BUILDING CODE, 7th EDITION. co fl� co z 5 uj .00 Z � c" � C; -j (o < 0 0) Ld z 0 1 sw >-oo "- L� < z :D 0 < u) cy) W ::D C3 v� z 0 0 () < (N < 0 to < M N J >1 < w < W-4 W-0 �-W- I MRAGIEW-40W wo Q M-1 12' 2' / 12'-2" A NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIVING AREA 12' 2" 00 0� to w 0 w 00 co z _j Z< co co w z 0 1 Q et z O D S d U- _j o 0- zuj 0 z to 3:11) c'J W n (D Ld 0 < < () � < ') n M 0 0- 06 ui < ct� < NOTE w 5� THE SIDE WALL ATTACHMENT TO HOUSE IS A NON -LOAD 0 BEARING CONNECTION. I- - PROPERLY CAULK BOTH SIDES _3 E U) OF ALUMINUM EXTRUSION _wj 0O AT THIS CONNECTION, < uj _ 4TEM04 I FIG. J3 7'-5 ill 415 R 3AI;R ""IN -,Nj0US MIN. 25" OVr"RLAi M D E30TH f-NDS I 4" SLAB 2500 PSI CONCRETE; w/FIBER MESH OR 6"x6"—#10/#10WWM OVER 6 MIL POLYFILM w/ EDGES LAPPED 6" & TAPED OVER CLEAN COMPACTED SOIL TERMITE TREATMENT REQUIRED FOR SLABS ABUTTING HOUSE FOUNDATIONS WITH WOOD FRAMING LARGER SLABS SHALL HAVE 1" DEEP SAW CUT EXPANSION JOINT 4 TO 12 HOURS AFTER POURING 10' O.C. MAX 714—�- E� �VIN. 1 >-099 01, w/ P[RIMETE=R FOOTING R i N CAUFORMA FACTORY BUILT HOUSING CMJ-TFM 1-4 FLORIDA PRODUCT APPROVAL 7082 FLORIDA PRODUCT APPROVAL 7086 * FLORIDA PRODUCT APPROVAL 3521-RI - FLORIDA PRODUCT APPROVAL 10824 * FLORIDA PRODUCT APPROVAL 12671 PAGE NUMBER COVER SHEET SPECIFICATIONS FOR SUNROOMS AND PATIO COVERS 3,625 INCH WALL MULLIONS v 0 c, E 10 No 69s,3-6 Ow Z ATOF X, A Ono"% ALL WDRK z HA-Z-11 0C)OVIPL"Y W15TH PRE"i"MILING CODES ;'n5".0RQA-8,U0 'NGCODE, NAT 10 N A L E "', E CIR IC C 0 IDE, AND THE 0-11"t OF ZEPHYF-d-19,111ULS 0 D RIMNANCE-".�,, INDEX OF SHEETS ALlo -LOOR PLANS, ELEVATIONS and ROOF PLANS ITY 'J"" 5.625" SUNROOM SYSTEM ROOF DETAILS and NOTES 'r7y jh A 1, 5.625 SUNROOM SYSTEM WALL DETAILS 5.625 ;) SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS ti < C; < iF E5 E 05 05 ca sp loan OD O 0 00 z 0 co N '0 C, N Ld LJ U) 0-1 Li 0 ROOF PROJECTION w z Kx ROOF PANEL 0 m EXCEED 4.58 FEET I ,—I—MULLION SPACING NOT TO EXCEED 4.58 FEET x NOTE: ALL SECTIONS & DETAILS REFERENCED HERE ARE SHOWN ON SHEETS 4TEMO2, 4TEM03 AND 4TEMO4. o m� No 953 EXISTING STRUCTURE / o a �T > C, a� who ®g, OPTIONAL DOOR tv �h z a Q e4g Q z<�� V> a g c� ao coo 12 TYPIGAL m N VARY TO SUIT a 00 zw�® Q<� iE STUDIO ROOF PATIO OVER PLAN � Q «o 0 S g # EXISTING STRUCTURE 0# o 0 z� U � # Sp flF a Q # O � Q S O O V CS M liffwrAmwd"limKvm TYPICAL CABLE ROOF PATIO COVER PLAN al lam ROOF PANEL AT CATHEDRAL ROOF HANGING RAIL MOUNTEE WIS2) #14 x Y LAG SCREW 24 D.C. THROUGH 2X6 NAILER INTO RAFTER TAILS AND AT 12" O.C. BETWEEN EACH RAFTER 18" METAL FLASHING OVER SNOW & ICE SHIELD ATTACH FLASHING TO TEMO W/ #8 SMS SmEws 9 fi" 1 CAULK SEAM AND SCREW H CONTINUOUS HANGING 0,Q TO PENETRATE SOLID O.C, TO PENETRATE MASONRY STRUCTURE 1 3/4- MINIMUM ROOF PANELZWALL ATTACHMENT nF TRUSS ROOF WITH SHINGLES OVER FELT PAPER G ATTACHME INNER VINYL ROOF CLEAT ---- RAFTER AT 15" 4N CENTER m ROOF PANEL SPLICE ALUMINUM SKIN-i FENDER WASHER #8x1/2' LG. SMS 0 6'0.C. 1/4' CARRIAGE UL APPROVED FIXTURE BOX — CEILING FAN MOUNTING DETAIL sm 411 g�Em N S ' OSURE SYSTEMIS TO BE INSTALLED UNDER THE ROOF P ON DRAWNG NO. 4TEMO4 OR UNDER A CODE- APPRO XISTING ROOF. " 'BUILDING CODE 7 �n g� I- FASTENERS: SCR T4 ZINC PLATED, CA ALL STRUCTURAL PANELS) ARE OF OTHERWISE. 5. ALL EXTERIOR P( WATER INTRUS01, 6. OPENINGS IN THE GLASS WITH A M' 7. WHERE THE ROOF FASTER! SHINGLES USING FIVE NAILS PER SHINGLE. r CONTINUOUS COVERAGE OF SNOW & ICE SHIELD W/ MINIMUM 6' SEAM LAP TEMO ROOF PANELS Tarercc rtx, sycrer,, a na SPECIFIED PER THE 2020 FLORIDA H EDITION, 2020 FLORIDA RESIDENTIAL CODE. WS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL, VANIZED STEEL OR 2024-T4 ALUMINUM, COMPONENTS OF THIS SUNROOM SYSTEM (EXCEPT SOLID AL.LOY & TEMPER 6063-TB UNLESS SPECIFICALLY NOTED ?'IONS OF THE SOLID WALL PANEL MICH ARE SUBJECT TO SHALL BE FULLY CAULKED. WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED PMUM THICKNESS OF 1/8 INCH THAT COMPLIES NTH THE CODE. PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE DEOUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS, ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING F THIS DESIGN OR APPROVAL. TEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS 2020 FLORIDA BUILDING CODE, 7TH EDITION. 9. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED PER CODE. 10. THE 1/4'0 TAPCON ANCHORS SHALL HAVE A MINIMUM TENSION VALUE IN CONCRETE OF 365 POUNDS. WOOD LAGS SHALL BE 1/4' BY 3' GALVANIZED LAG BOLTS. 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49. 12. SEE TABLES ON SHEET 4TEM05 FOR DESIGN WIND LOADS. 13. ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH TAS 100-95, TEST PROCEDURE FOR WND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS ROOF SYSTEMS, TEST REPORT DATED JUNE 5, 2006, 14, ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO, INC. INCLUDE TEMPERED HPG-2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE BUILDING CODE. 15. WHERE SUPPORT PROVIDED BY'A CONCRETE SLAB IS PERMITTED BY CODE, THE CONCRETE SLAB (NEW OR EXISTING) SHALL BE IN GOOD SOUND CONDITION, MEANING THE SLAB WILL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, HAVE NO EVIDENCE OF EXTENSIVE CRACKING, WATER SEEPAGE, OR UNSTABLE FOUNDATION CHARACTERISTICS AND HAVE A MINIMUM THICKNESS OF 3.5 INCHES. TABLE 'C' MAXIMUM ROOF PANEL SPANS PANEL DESIGNATION WND SPEED T-3-2-32 T-4.25-2-32 T-6-2-32 110 MPH 16'-01, 17'-5" 21'-2" 120 MPH 14'-5" 16'-0" 19'-7" 130 MPH 13'-3" 14'-5" 18'-0" 145 MPH 12'-5" 13'-5" 16'-8" * MAXIMUM MINIMUM PANEL OVERHANG IS 1'-6" ROOF PANEL SLOPE IS 2% ALLOWABLE MULLION HEIGHTS AT MAXIMUM SPACING* WIND SPEED MULLIONS 110 MPH 120 MPH 130 MPH 140 MPH 981, 891, 82" 76" MALE —FEMALE 8'-2" 7'-5" 6'-10" 6'-4" MALE —FEMALE 134" 124" 116" 108" w/ WALL STUD 11'-2" 10'-4" 9'-8" 9'-10" MALE —FEMALE 138 128 120 114 w/ RACEWAY 11'-61, 10'-8" 10"-0" 9'-6'> *BASED ON 12' ROOM PROJECTION c� #- w 0 Lj z L,_ t ::) o 0 Cc z LI < FULL HEIGHT MALE AND FEMALE �ZSOS C TOP AND BOTTOM CHANNEL WINDOW JAMB ��NG N�� MALE / FEMALE MULLIONS FULL HEIGHT —FEMALE AND MALE #8 SMS 0 TOP AND BOTTOM CHANNEL FULL HEIGHT TUD WINDOW JAMB — G #8 SMS 0 TOP, BOTTOM, & 0 24" O.C. BETWEEN sm FULL HEIGHT MALE AND FEMALE /#8 SMS ® TOP AND -BOTTOM CHANNEL TRANSOM JAMB ��NG FULL HEIGHT -/FEMALE AND MALE SMS ® TOP AND SOLID PANEL FULL HEIGHT MALE AND FEMALE Z#8 SMS 0 BASE AND TOP CHANNEL PANEL ADAPTER AT SOLID WALL PANEL 6*9mjwjffw an FULL HEIGHT MALE AND FEMALE LAG SCREWS OR TOGGLE �TAPC:ON S AT 12" O/C FOR WOOD OR T 12" O/CFOR MASONRY L#8 SMS 0 BAS AND TOP CHAN L PANEL ADAPTER AT SOLID WALL PANEL 0 SOLID WALL PANEL FULL HEIGHT _ FEMALE SOUR MALL PANEL OR MALE 0 i_ r a jr O z - 0ov Ttill to Z.O t- t- w J w n '.z�Qzdc' dz z '21 2 ww t4.Y tal E)aSTING R CE z z �u-izw�u�ur Z2 i c.7 � co I co I j8 SMS 0 TIN' BOTTOM CHANNEL 2 M W I O 00 F � j(/ O O o � � N { a co O � ups / J J CONNECTION @ HOUSE E froz D o 0 a FULL"HEIGHT.,, --FULL HEIGHT #8 SMS 0 TOP AND FEMALE BOTTOM CHANNEL FULL HEIGHT TRACEWAY CAP I C3 -) L FULL HEIGHT — — — — RACEWAY FULL HEIGHT FULL HEIGHT WINDOW JAMB RACEWAY RACEWAY TRANSOM JAM PANEL ADAPTER SLIDING WINDOW SOLID PANEL MALE/RACEWAY/FEMALE MULLIONS L NG SaID WALL PANEL r J z Q I- Ld Lo U) N }- (G> V) M DATE: JUL 05, 2022 WAY ESHO, PE 20400 HALL RD TON Tip'.. N M (OW) 344-WW PROFES',ON& ENMM FL Lk. g69536 DR AB# BY: E LIFE-REM NAME4TEM03NT NO.: #12x4", 6" OR 7" SMS W/2" O.D. ALUMINUM WASHER & NEOPRENE INSERT SPACED @ 6" O.C. WALL CAP SPLICE TO BE — OVER THE VERTICAL MULLION TOP EXPANDER SHALL BEAR FIRMLY ON MULLION SECTION PRIOR TO INSTAL— LATION OF FASTENERS (2) 1/4- X 2 1/4" TAPCON SCREW @ 140 MPH WIND SPEEDS LOCATE 1—ANCHOR 2 1/4- EACH SIDE OF MULLION AND AT 16" O.C. BETWEEN EACH MULLION. BASE/WALL CAP SAME AS BEARING EXPANDER TO MULLION BASE SPLICE TO BE 8" MINIMUM FROM VERTICAL MULLION BEARING WALL SECTION 2.5- MIN, @ 1/4-0 ANCHORS 2—#8 TEK SCREWS EACH SIDE OF MULLION 140 MPH WIND SPEEDS 1/4- X 3- LONG LAG BOLTS 0 140 MPH WIND SPEEDS LOCATE 1—ANCHOR 2 1/4! EACH SIDE OF MULLION AND AT 16' O.C, BETWEEN EACH MULLION, BASE/WALL CAP SAME AS BEARING EXPANDER TO MULLION BASE SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLION INSULATED STRUCTURAL DECK PANELS ALUM, FLASHING -------- — 1/4" X 3' LONG LAG BOLTS @ 140 MPH WIND SPEEDS LOCATE 1—ANCHOR 2 1/4- EACH SIDE OF MULLION AND AT 16" D.C. BETWEEN EACH MULLION. BASE/WALL CAP SAME AS BEARING EXPANDER TO MULLION BASE SPLICE TO BE 8' MINIMUM FROM VERTICAL MULLION Imme'liffilammigim Mmlfmnll&�� ALUM. FLASHING WALL SECTION � (2) 1/4' T-114- TAPCON SCREWS M 0 MPH WIND SPEEDS 1—ANCHOR 2 1/4: EACH SIDE OF MULLION AND AT 16' IZLC. BETWEEN EACH MULLION. BASE/WALL CAP SAME AS BEARING EXPANDER TO MULLION BASE SPLICE TO BE 8" MINIMUM FROM VERTICAL MULLION EXIST, OR NEW CONCRETE SLAB IN GOOD CONDITION BEARING WALL SECTION J3 DATE: ML 05, 2022 ON CONCRETE SLAB LUAY ESHO, PE 2G400 HALL RD CLINTON TAP, W 48OW Pit (aW) 344-&W PROFESSIONAL ENGINEER FL '695M DRAWN BY: CUSTOMER: LIFE —REM FILE" NAME. 4TEM04NT140 _ SH1 NO,: