Loading...
HomeMy WebLinkAbout20-231 tCOHIt1B ; • City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BAR-000231-2020 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 07/08/2020 Permit Type: Add/Alter (Residential) Property Number Street Address 04 26 21 0110 00900 0010 6315 Cobble Bliss St Owner Information Permit Information Contractor Information Name: COURTNEY&MEGAN DEREMIAH Permit Type:Add/Alter(Residential) Contractor: SIGNATURE SPECIALTY Class of Work:Add/Alter Residential CONTRACTORS INC Address: 6315 Cobble Bliss Street Building Valuation:$14,799.00 ZEPHYRHILLS,FLORIDA 33541 Electrical Valuation:$0.00 Phone: (732)859-9035 Mechanical Valuation:$0.00 Plumbing Valuation:$0.00 Total Valuation:$14,799.00 Total Fees:$171.00 Amount Paid:$171.00 Date Paid:7/8/2020 1:13:54PM Project Description CONSTRUCT SCRN RM W/FOOTERS 400 SQ FT Application Fees Building Plan Review Fee $57.00 Building Permit Fee $114.00 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 PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received s 0-4�= phone Contact for Permitting I �� .a44ta a as aaaa! Owner's Name Owner Phone Number r T SU, 73 S - 3S Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 1Lip 4 1 tS S h� LOT# SUBDIVISION ,V W' U PARCEL ID# V� —01 II 'V - U ��____,,�[)) (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR� ADD/ALT = SIGN 0 = DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM = OTHER TYPE OF CONSTRUCTION BLOCK = FRAME = STEEL YY = U YL1J DESCRIPTION OF WORK �� v/ O (/t."VA ra ltyl BUILDING SIZE Sol FOOTAGE VU HEIGHT r EP BUILDING $ VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q�//W.R.E.C. =PLUMBING $ C) �` =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS ,�� t FLOOD ZONE AREA =YES NO lJ'BUILDER COMPANY I c I Qh Y k- I( W, S SIGNATURE REGISTERED I YJ N FEE CURR Y/N Address ( v6d U!t V License# G ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED I Y/N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# aaa8a.a7i111l11iI1aa.IIIittEat-ialf.414isIIT111 91iIaI.litti.IlaIIIB1111'I.153411 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,Stonnwater 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 onsile,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. 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 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"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—Homeowners 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"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one(1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction.I understand that a separate permit may be required for electrical work,plumbing,signs,wells,pools,air conditioning,gas,or other installations not specifically included in the application.A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes.Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced.An extension may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 BFF013E RECQRQING YO E4FMFNT- FLORIDA JURAT(F.S.1'17)3) t OWNER O AGEN M�/�I tR.'I l�l��yl CONTRACTOR _ xMmk bscribed a INIWby to(pr ffjrn d)before t is S scrjW and b o ume belor e;hi Lf o is na y nown o or h /have produced Who is/are^p rsonally know o e or-his/have pr ced as identification. K s identification. Notary Public Notary Public Commission N -1 S Co ission o. I EBOGES fume' ary typed,printed or stamped Name of N a+q�p ,•, a or stain Q� 0MMisglon#GG 27645T Expires December 12,2022 '•'Foc FC°,"••'" Bonded Ttw Troy Fain Insurance 800.3*7019 [(40?198 RANDY HITE MY COMMISSION#GG006785 EXPIRES June 28,2020 -0153 FloridallottaryService.com INSTR#202UU88899 OR BK 10113 PG 1257 page 1 of 1 06/0412020 03:33 PM Rcpt:2168306 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez Sowles,Esq.,Pasco County Clerk&Comptroller • Pant No. Parcel ID No NOTICE OF COMMENCEMENT,(} Courtly of THE UNDERSIGNED hereby gives nolica(hat Improvement will be made to certain real property,and in accordance with Chapter 713.Florida Statutes, the felecamg information is provided in this Notice of Conaenceert nit: 1. Description of Property.Parcel Identification No, v1/J-+{ � 11C(S0t 2 Steal Address: (0-�i� CD61 l�Il'�jC M �e�l1f' )S��11 2. G.naral D.scdplion oiimpravemem �Jvy! (fhyy'� $(,I Qral fauwn r 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement Lry,t,'i,' 1 "a t4s� S �g�i�urh�llSPLI Addross v-n ,,(t- ` City —� Slate interest In Property: ( M Name of Fee Simple Titleholder: (If different(ran Owner listed shove) Address Michael Glamste City State 4. Com"Wor. osroes Norrmu Riverview FL Co 813-672.9147 City ntractors Telephone No.: State S. Surety: Name Address City Stet. Amount of Send:5 Telephone No.: S. Landor. Name Address City state Lernmes Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes: Name Address City _ State Telephone Number of Designated Person: 0. In addition to 7onselt the owner designates o(_ to receive a copy of the Lances Notice as provided in Section 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MAUE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER713,PART 1,SECTION713.13 FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPFSITY. A NOTICEr OF COMMENCEMENT'MUST SE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Undo penalty of perjury,I dedaro that I have mad the foregoing notice of commencema and That the fads staled therein are W e to me best of my knovdedge and berief. STATE OF FLORIDA COUNTY OF PASCO Signature of weer or Les e,or Owner's or Less s'a Authorized OfficerlDire rlPertmadManager VAt. m&-r Slgnnaton/s TillerOfUncee t The foregoing Instrument was acknowledged before me(his.�day of-..LL4(,-.,20 pyvy )1 /(Q.vvvii�„I'"'L,. as QLUhl 4111 (type of out sly,e.g.,officer,trustee,attorney in fad)for (name Stuff Of trumentwasexecutt Personally/Known Produced Identification O Nulary Signature Type of identification Produced Nama(Print) ,��►rr Notary Public State of 510TIda P �Y &N Heidi Gigallte My Cgmtniss(vn GAG W4006 ;411, ExPUes 0211D72o22 UILT SURVEY(FINAL? SEC. 04 TWP. 26 S, RN BLOCK 9 BEARING BASIS: F. ,-,,ILVERADO RANCH SUBDIVISION PHASE 5A WEST BOUNDARY OF SUBJECT PLAT BEING N 36 PASCO COUNTY, RkRIDA. ,,-�LEGEND: THIS SURVEY IS SUBJECT TO ANY FACT:, THAT MAY BE DISCLOSED BY A FULL AND ACCURATE E-000.0' = EXISTING GRADE N TITLE SEARCH. ALSO SUBJECT TO SETBACKS, PREPARED FOR AND CERTIFIED TO: EASEMENTS AND RESTRICTIONS OF RECORD. 4'ROYAL PALM CALATLANTIC TITLE INC. CHICAGO TITLE INSURANCE COMPANY Tory UNDERGROUND FOOTER, STEM WALL, AND 2* MAPLE EAGLE HOME MORTGAGE,LLC n SHOWN UNDERGROUND UTILITIES ARE NOT LOCATED OR COURTNEY DEREMIAH IV 2'MAGNOLIA MEGAN DEREMIAH DO NOT SCALE THIS PRINT. DIMENSIONS AND NOTES TAKE PREFERENCE. 2' OAK PURPOSE OF SURVEY: TO OBTAIN HORIZONTAL AND/OR VERTICAL DIMENSIONAL DATA TO SHOW t CONSTRUCTION IMPROVEMENTS. 10' UTILITY EASEMENT 20' LANDSCAPE EASEMENT • PLAT iQ BOUNDARY Scly"n —I �' � C Q01S)4 e (blb, TRACT A 'C DRAINAGE AREA 0- LOT 2 PCA a4BLOC 9 SILVERADO RANCH PHASES 2,3 k 4 (PLAT BOOK 73, PAGE 59) Is, rn C3 4' 4u V, 10.2' TRACT D LANDSCAPE& UTILITY EASEMENT A, ti b(b. 1V PRM(P) ? S 4; C� C, A, Or) id OB 1015- "V AC�qtwpARAN NCH , (P[�IfA 7 T BOOK NAS�FS 2 3 3 0 LEV - CE 4 CLEAR zq" PA SIGHT TRIANGLE PLAT BOUNDARY PCP(P) LOWEST FLOOR ELEVATIONS: LIVING AREA: 109.82' DESCRIPTION: GARAGE AREA: 109.20' LOT 1, BLOCK 9, MAP OR PLAT ENTITLED "SILVERADO RANCH ELEVATIONS REFERENCED TONORTH AMERICAN VERTICAL SUBDIVISION PHASE 5A", AS RECORDED IN PLAT BOOK 078, PAGES 033 DATUM OF 1988. MEAN SEA THROUGH 037, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 FT. APPARENT FLOOD HAZARD ZONE. "X" COMMUNITY PANEL NO. 12101C 0451 F & 0452 F EFFECTIVE DATE: 9/26/14 Square Feet: 7604.65 LENNAR HOMES LEGEND: (9FE)=-BASE FLOOD ELEVATION, (C)= CALCULATED DATA, (D)= DEED DATA, (M)= MEASURED DATA, (P)= PLAT DATA. q= CENTERLINE. A/C= AIR CONDITIONER, B/C= BACK OF CURB, C/S= CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING, CLF= CHAIN LINK FENCE, CONC.= CONCRETE, COV.= COVERED, E/P- EDGE OF PAVEMENT, ELEV.= ELEVATION, ESM'T= EASEMENT, F/C-- FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR= FOUND IRON ROD, FN&D= FOUND NAIL & DISK, FPP= FOUND PINCHED PIPE, LFE= LOWEST FLOOR ELEVATION, MAS.= MASONRY, 0,R.- OFFICIAL RECORD BOOK, PB= PLAT BOOK, PCP= PERMANENT CONTROL POINT, PRM-PERMANENT REFERENCE MONUMENT, R/W=RIGHT OF WAY, R-RADIUS, (R)=RADIAL, SIR=SET 1/2" IRON ROD & CAP #4493. SN&D= SET NAIL & DISK #4493, TBM= TEMPORARY BENCHMARK. U 'P= UTILITY POLE, V/F= VINYL FENCE WOOD FENCE, ALUM. FENCE = ALUMINUM.CERTIFY _ W Drawn By. I HEREBY THAT THIS SURVEY WAS MADE UNDER MY JOHN R.BEACH&ASSOCIATES,INC. Sms RESPONSIBLE CHARGE AND MEETS THE APPLICABLE STANDARDS OF SURVEYORS AND MAPPERS Checked By. PRACTICE FOR SURVEYS AS SET FORTH BY THE FLORIDA BOARD OF t 911 WEST ST. PETERSBURG DRIVE JR8 LAND SURVEYORS IN CHAPTER 5J-17.051 THROUGH 5J-17.053, ONE OLDSMAR, FLORIDA 34677 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 WAY (813) 554-1276 FAX (813) 855-8370 Scale,. F I STATUTES. NOT VALID WITHOUT ORIGINAL SIGNATURE Dote: M2�;� AND THE RAISED SEAL OF A FLORIDA FINAL 8/23/19 DWS 'N A E DATE LICENSED SURVEYOR AND MAPPER ZtN NR. CH 3 Revisions: FORM BRD TIE IN 5/21/19 JMM, REVISED PER STREET NAME 5/30/19 JBS, REVISED FLORIDA RE ' LAND SURVEYOR No. 2984 LB"3 PER SCRIVENER'S ERROR 6/3/19 JBS, FOUNDATION TIE IN 6/3/19 JMM I JEFF M. HARTLEY 5f= H2ReFMT0NAL SURVEYOR & MAPPER No. 7123 j � " ~ H � . June 7, 28Z0 Courtney and Megan Deremiah 631S Cobble Bliss St. - ZephyrhiUsFL33S41 NOTICE OF APPROVAL . RE: 631S Cobble Bliss St. Dear Courtney and Megan Deremi*h Congratulations!The request for an architectural change,as described below, has been approved. Ticket#2O76S'Screen Enclosure The Architectural AppUcmtlontninsta||oScreenEndmyurehmabeenAPP0QVEDmiththeconditionthe FRAME is Bronze and the SCREEN i�Charcoal. Please ensure the$25.'0 feeis remitted,mi%.ln7 days uf the date mf this notice. Feel free tmutilize the online services offered-to you through your communities'portal for payment. Project must begin within 90 days and be complete by 180 days after approval letter.The HOA reserves the right to make a final inspection upon completion of the approved changes to ensure compliance. Please be . advised that any modifications of the original request will require an additional form to be submitted. Please remember to adhere to all local building codes and setback requirements. If a building permit is necessary, itis the responsibility of the applicant toobtain. The HOA approval is based solely on the aesthetics of the proposed change. This approval should not be construed asa certification of the structural integrity of any construction. Beavvane that itisthe responsibility of the applicant to contact the appropriate utility companies prior todigging. Sincerely, ' Angela Lynch Community Manager On behalf ofSik/enado Ranch North Homeowners Association, Inc. ' Corporate Office Championsgate Palm Coast 16a1s.Vine St.|Suite am osyumnmpionsgate Blvd.|Suite 3cw o Meridian Home u`. |Suite zoz Kissimmee,FL 34744 c»amnmns«wte'pL 33896 Palm Coast,pL 32137 o:407-705'21901F:*07-604-630* ` 2"x2"x.046" HOLLOW 2"x3"x.046" HOLLOW 2"x4"x.050" HOLLOW NOTES: WEB THICKNESS: 0.046" WEB THICKNESS: 0.046" WEB THICKNESS: 0.050" 1. attach 1x2 with J" tapcon every 3O" o.c. max. spacing AREA: 0.4704 SQ.IN. AREA: 0.5976 SQ.IN. AREA: 0.7007 SQ.IN. reduce beam size 2. riser walls to be adjusted to fit field conditions. E •�•., / W, o FLANGE THICKNESS: 0.046" FLANGE THICKNESS: 0.046" FLANGE THICKNESS: 0.650" 3. if supergutter is used, contractor to adjust beam length to accomodate but is not allowed to o -d �•''•� zz Z . g3 wLe MOMENT OF INTERIA: MOMENT OF INTERIA: MOMENT OF INTERIA: �, Z' •' wQ 4. spans based upon calculations performed by engineer. p' � —Ixx = 0.2565 in4 —Ixx = 0.6873 in '4 —Ixx = 1.4228 in�4 5. do not exceed spacing between columns (dims shown are o.c.) without written approval from A '` � —lyy = 0.3069 in'4 —lyy = 0.4202 in'4 —lyy = 0.5139 in'4 engineer, additional columns can be added or spacing/spans reduced with no adverse affect. :tea O SECTION OF MODULUS: SECTION OF MODULUS: SECTION OF MODULUS: 6. beam and column sizes can be increased in size with no adverse affect to structure. sizes shown v —Sxx = 0.2663 in'3 —Sxx = 0.5041 in-3 —Sxx = 0.7826 in'3 are minimums. —Syy = 0.3069 in-3 -Syy = 0.4228 in-3 -Syy = 0.5139 in-3 7. columns and beams should be evenly spaced where practical.° tLL RADIUS OF GYRATION: RADIUS OF GYRATION: RADIUS OF GYRATION: 8. contractor is allowed to make minor field adjustments to account for field conditions. '' •�''• ��$` —rxx = O7385 in —rxx = 1.0725 in —rxx = 1.4250 in 9. Self Mating Beams to be stitched 24" o.c. along center of mating surface —ryy = 0.8077 in —ryy = 0.8385 in —ryy = 0.8564 in 1O. Contractor may use 2x3, 3x2, stitched 2x2+1x2 interchangeably. ii II ALLOWABLE Fy: 16.0 kip ALLOWABLE Fy: 17.2 kip ALLOWABLE Fy: 16.3 kip 11. Spans for 4"x8" beam is provided by the manufacturer. LO Mmax = 3.92 kip—in Mmax = 7.16 kip—in Mmax = 10.58 kip—in y�wmg ® co s o o m��uZ zoai Coll 2"x4"x.046" SMB WEB THICKNESS: 0.046" w ' `� ` o Q���LLyw� o COMPOSITE ROOF INFORMATION: =w!'-O' � �' FLANGE THICKNESS: 0.1150" ¢...112tHIl Ill AREA: 0.7822 SQ.IN. 1. foam core panels with aluminum skin. MAXIMUM 3" PANEL SPAN: s wo= g 2. fasten epspanels to the to aluminum beams with#10x4"long tek * o y o aisI 1111 III MOMENT OF INTERIA: p p beam(s) 1# CORE W/0.024 SKIN = 13.17 FT —Ixx = 2.0020 in' 4 screws at 12"centers along all bearing edges. * 1# CORE W/O.O32 SKIN = 15.39 FT <_'d"3¢ o —Iyy = 0.4700 in-4 3. minimum roof pitch to be a"rise/fall per foot of run * 2# CORE W/O.O24 SKIN = 17.27 FT SECTION OF MODULUS: 4. contractor may substitute structural and functional equivalent materials. * 2# CORE W/O.O32 SKIN = 18.44 FT 5. product approval information: —Sxx = 1.0038 in'3 —Syy = 0.4708 in-3 5.1. manufacturer: elite aluminum corporation V v 5.2. category: roofing ro RADIUS OF GYRATION: —rxx = 1.5998 in 5.3. subcategory: metal roofing � � n —ryy = 0.7751 in 5.4. fl approval no.: f17561-r4 ALLOWABLE Fy: 8.7 kip 5.5. hvhz use: approved(non-living) EE 5.6. non hvhz use: approved a Mmax = 8.74 kip—in 2"x7"x.055" SMB 3"x3"x.090" •� s >~ WEB THICKNESS: 0.050" WEB THICKNESS: 0.125" 16"aiu.kickplate 6" 1 alu.kickplate ql A @ FLANGE THICKNESS: 0.1350" FLANGE THICKNESS: 0.125" 1 Host Structure ;a AREA: 1.2287 SQ.IN. AREA: 1.0875 SQ.IN. `1Q MOMENT OF INTERIA: MOMENT OF INTERIA: x —Ixx = 8.4717 in'4 —Ixx = 1.5488 in-4 1x2 ; r?? —Iyy = 0.8491 in-4 —Iyy = 1.5494 in-4 X x X U SECTION OF MODULUS: SECTION OF MODULUS: I -Sxx = 2.4254 in-3 -Sxx = 1.3115 in-3 2x4 I 2x4 -Syy = 0.8503 in""3 —Syy = 1.3115 in"3 13' 3"Composite Panels RADIUS OF GYRATION: RADIUS OF GYRATION: 1 X —rxx = 2.6258 in —rxx = 1.1934 in uX , N 1 2x2 —ryy = 0.8313 in —ryy = 1.1936 in �, I . 20' ALLOWABLE Fy: 9.2 kip ALLOWABLE Fy: 17.2 kip I 1 door Mmax = 22.31 kip—in Mmax = 7.16 kip—in 3x3 2x7 smb ' DESIGN CONFORMS TO THE FOLLOWING REQUIREMENTS: super utter x� N • Florida Building Code 6th Ed(2017) x Il?•• TABLE 1604.5 a 2x2 ••• I I Screened Enclosures-Risk Category I 2x4 7 Q 2x4 r ••• Sun-Rooms/Acrylic Enclosures-Risk Category II X x x co •• Figures 1609A&C-140 mph windzone(3 second gust) 1 (N N ^' M M 5 •• 1609.4.2-Exposure Category B 2x3 spec. x spec. 2x3 spec. y m J •• 2002.3.1 -Extruded Aluminum to have a minimum wall thickness of 0.040" 20 y IL 2 •• Table 2002.4-Structure Loading Pressure at 140 mph: No kickplate No kickplate ••• Horizontal(.inward/leeward)=27 PSF/21 PSF max. wIT� VAIL w U Vertiacal(screen/solid)=8 PSF/23 PSF max. x spec. CpMPLY PRE C O t • ••• Interior Pressure=10 PSF max(screen connection failure point) ALLWpRK SHALLSuILDING • Structure adversely affect the structure. 20x20 max mesh density. Use of a less dense mesh will not Cable tie CODES FLORIDA CODE, N TIONAL ELECTRIC pRYRHILL'S d w • 2002.4-Any 1 ft length of primary memeber is designed for a 300#vertical load. Any 1 ft n X X q NA THE CITY OF ZE N length of secondary memeber is designed for a 200#vertical load. N AND rn `r' S ••• Table Roof 1604.3- Maximum deflection allowed: N 2x2 x, ORDINANCE SUN••• screen=1/60bers 2 202 ••• metal/composite=1/120 1X2 • Contractor is allowed to use aluminum alloy 6005T5 and 6061T6. N©kickplate• Concrete to have a minimum 3000 psi strength at 28 days. t✓�1 ► OF Z �R ••• Rein orcing imumeelHI la (footer systems)No.3 Bars is to2c0omply/meet ASTM A615 Grade 60 properties. Ev A 5 eEl •• Minimum lap for No.4 bars to be 20" E 1 •• Minimum lap for No.5 bars to be 25" N 0 2"x3" or 3"x2" '' IIIIII•• 2"x2" 2"x2" � •�/�//� o - ° oI Purlins: (4) #8x916 SMS (2 each side) ! c hinge points r X N Chairrail: BEAM ` N N (2) #8x9/s» SMS OR -� � a�c�: Wo (one each side) chair rail chair rail chair rail POST I $•b0 ' � ' N 1"x N 1"x2" 1"x2" 1"x2" •• 4, I ` Chairrail or Purlin I o uO 1"x2" 1— "x2— "x2"� Aluminum clip Nwwms U � - z Door Detail — Option 2 attached to beam or post with (2) Door Detail — Option 1 p I Iwzo¢� ° E 0 Centered betyveen Columns Door Adjacent to Column #8X%6" �ooWaWN¢o o Door o es ((swing direction per client): 8x/ SMS 1.Number of Hinges: min. 3 points 916 � = Ill II w-w,oaz� �0. 2.Hinge Locations: zo w ≤awo �° 2.1.Top & Bottom — 8" to 18" from end of door CHAIRRAIL/PURLIN CONNECTION 'CtIc 2.2.Remaining to be evenly spaced between Top and Bottom hinges Qoa8 o Z 2.3.Hinges can be installed on either side of door, field locate TO POST/BEAM a 3.Fasteners: 3.1.#14xi" screws 3.2.Min. 3 each to attach hinges to structure and door v 4. Do not move or remove a column to install door. N 5. Door can be installed between any two columns. (with or w/o purling) ANCHOR TO BUILDING C4 DOOR INSTALLATION DETAILS •wood — #1ox3" WOOD SCREWS 0 12" D.C. V m E s= •MASONRY - 1"0X1.5" CONC SCREWS 0 24" O.C. (2) #10XJ" TEK each side U xat (2) #14X2" TEK THROUGH 1X2 INTO GUTTER GUTTER INSTALL 2X2XJ ANGLE ON EACH U SIDE FASTENED WITH (4)#14XJ 2x3 (2) #10X'" TEK each side IF BEAM IS 2X5 OR GREATER 2X— BEA „ • „ 1 }wD (4) #10XJ" TEK each side RECEIVING CHANNEL TRIMMED TO FIT z a 0 O U 2x3 vertical PURLIN — GUTTER FACE BEAM — HOST CONNECTIONS a `� memeber or o (4) #1OXJ" TEK each side of beam panel = RECEIVING CHANNEL TRIMMED TO FIT BEAM BELOW GUTTER CAN BE TRIMMED •GUTTER BRACKET AT BEAM POINT J #1 OX3" TEK spaced 18" c.c. 1x2 OR 2x2 ANCHOR TO BUILDING N SOLE BASE and below each upright •WOOD — #10X3" WOOD SCREWS ® 12" O.C. U) M G PLATE .MASONRY - }"0X1.5" CONC SCREWS ® 24" O.C. •E y ch 1 v (4) #10XJ" TEK each side - 4 LL N / Q N U CD z C/) M X GUTTER C N O RISER WALL G a 1„ (2) #1OXJ" TEK each side w of beam w D RECEIVING CHANNEL TRIMMED TO FIT o X CARRIER BEAM - GUTTER FACE BEAM - HOST CONNECTIONS °N E = TI E PE1 N O 2X2X0.125 - 2" LONG ANGLE ON EACH SIDE OF BEAM. PLACE (2) #12X3/4" SMS ON EACH LEG OF ANGLE B •� ••'V/ W� O ter, C•'O 'O � ¢�oz° �,'��y� �eU 4,LL ,( ',• a O'D 2x4 or larger 2'x2"x.0.125" ANGLE EACH column `�'O� E v wo bearing beams SIDE OF COLUMN FASTENED . . •• J 2x5 or larger WfTH (2) #10x SMS �� •o I. °� °� �� (EACH ANGLE/EACH SIDE) !y :&.bo ••���� m 0 , J"x3" TAPCON OR EQUIVALENT 2X2XO.125 - 3" LONG ANGLE 72X- BEAMON EACH SIDE OF COLUMN. MIN. " ''"' PLACE (2) #12X3/4" SMS ON (MIN.) J"x1-4" MIN. MASONRY ANCHOR TO {� �`:' FASTEN 2" WIDE 1 x2xb ANGLE TO SLAB. EACH LEG OF ANGLE w x z$i¢z Cl) n o U W Z Z F u- - �' ' MIN. (2) 8x,% ON BACK OF COLUMN i w ¢ 4 ° ww�o�ic #10x " SMS on each side: $ =�W�a� FINISHED GRADE °aaNgZ¢o NEW o EXISTING CONCRETE SLAB 4"MIN. * minim Um 4 screws O�J �oa�FW Fo , o * number of screws to match r9 y�wog3� beam size (ie: 2x6 beam would ° have 6 screws on each side) NOTCH BOTTOM OF BEAM TO OVERLAP C„1 J 8"MIN. Detail PB1 — BEAM TO POST CONNECTION V 0 .�• REINFORCING STEEL OPTIONS: ■ Ix #5 BAR (shown) or •� gWI ■ 2x #3 BARS 1.5X2.125X0.045 — RECEIVING CHANNEL F, "� ON BOTTOM SIDE OF BEAM. PLACE (2) Q rB W POST-SLAB CONNECTION - THICKENED EDGE FOUNDATION #10X3/4" SMS ON EACH SIDE OF CHANNEL L AND (3) INTO BOTTOM SIDE OF BEAM MAXIMUM ANGLE FOR MANSARD 39' MAXIMUM ANGLE FOR GABLE 45" 'L � U 8"X3" WELDED STEEL EYEBOLT THRU PREPUNCHED SLOT THRU EFERE OEIGHT 14 SMS P. TRIANGULAR ALUMINUM (REFER TO TABLE # MOUNTING BRACKET (8) #1OXi SMS MIN. (1) " NUT W/ "STEEL WASHER 7" 3/16" SPLICE PLATE E y M ALUMINUM PERIMETER FRAME ■ ■■ Q m J 7 (1) J" NUT W/J"STEEL WASHER _L LENGTH OF PLATE PER TABLE Q N N J d" STAINLESS STEEL C 0 BRAIDED WIRE (1850 LB) MITER SPLICER TABLE FASTENER _ _ U5 - W FASTENER V� 12" - 16" LENGTHS HEIGHT #14 SMS PER SIDE TOTAL#14 CMS SPSCEC#OF SPACES#OF ww`` r- �- 0 BEAM THICKNESS LENGTH (min.) PER END PER SPLICE SPACES W � N 8"X1-4"X5—j" ALUMINUM HORIZONTAL SPACES VERTICAL FLAT BAR WITH (2) }" X 2—i" 2X4ar2x5 0-03/16" r-4" 0'a" 12 46 2 3 2X6X0.050X0.120 SMB 0'-03/16 1-4" 0'-4" 14 56 2 3 CONCRETE SCREW OR DRIVE 2X7X0.0SSX0.120 SMB 0'-0 3116" 1'-4" 0'-6" 14 56 3 3 PINS ANCHORS INTO SIDE OF SLAB 2X8X0.072X0.224 SMB U-03/16" V-6" 0'-6" 16 64 3 3 DOUBLE ALUMINUM 2X9X0.082X0.306 SMB 0-03/16" 1-6" 0'-6" 18 72 4 4 CONCRETES p O CRIMPS (T'I'P.) 2X10X0.092X0.389SMB 0'-01/4" 1'-8" 0'-6" 22 88 4 6 �. ;' INTERNAL MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL SPECIFICATIONS FOR EXTERNAL "' GABLE AND/OR STRAIGHT BEAM SPLICES. SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS ALONG MITER JOINT MAY VARY 1�" TO 2", s TRIANGULAR BRACKET DESIGN FOR CABLE TlE MAINTAIN EVEN DISTANCES BETWEEN SCREWS. SCREWS MAY BE PLACED IN FIELD. E EDGE DISTANCE FOR SCREWS: " MINIMUM SCREW SPACING: �" PE-2 N LIE PLATE BETAIL 0 >, \bll,�� �'� 'aLD�)w L��,—�•• a U,'D 3„V /_ gip'w thicknespaver MIN. 2'x2N.0.125" ANGLE EACH thickness) w b y Q 3 SIDE OF COLUMN FASTENED oe tapconn mfr Uom v' wp 2x5X0.05 SM WTTH (2) /10x� SMS 'c� , (EACH ANGLE/EACH SIDE) paver \ U 1' (MIN.) ?.., a .. n \\ 2_. }"x1-4 (plus paver thickness)' MIN. d 4 '� MASONRY ANCHOR TO FASTEN 2' 'w w m ® LO z% (MIN.) WIDE 1x24 ANGLE TO SLAB. MIN. w oa d 1 E "x(3"+paver 1 (2) #8xx ON BACK OF COLUMN ? u 0) thickness) aver wedge bolt or P Note: adjust anchor length for paver - 4 topcon thickness or absence of paver N Q ¢aazN-a wpU f: $ a awoww �oo�i≤wFw U e ❑ d • existing or new conc. slab ' 2¢ O ° U f a d U o a` 8„ COLUMN CONNECTION DETAIL REINFORCING STEEL OPTIONS: • 1x /5 BAR (shown) or • 3x /3 BARS q4 (2) #12x3/4" SMS E a 2"x2"xY thru angle into post c , a" L each side of post (Req'd on posts that support CONCRETE REQUIREMENTS: main roof beams •� /NOTE: Use additional 2x2xY8 angle from post to Concrete to have a minimum 3000 psi strength at 28 days.ab for posts 2x4 and larger. Use Y4"x2-1/4 Use either a fibermesh concrete mix or place 6x6 wire fabric with 1.5"cover(foruicksets' or ' Tapcons' thru angle into slab. crack control in slabs) m • Reinforcing steel(footer systems)is to comply/meet ASTM A615 Grade 60 G.� 3 E properties. •• Minimum lap for No.3 Bars to be 20" (4) #1 0x2" SMS thru 1x2 •• Minimum lap for No.4 bars to be 20" U base channel into internal •• Minimum lap for No.5 bars to be 25" fi 2" screw bosses of column "•� x3" TapCon MIN. a 4 FINISHED GRADE a NEW or EXISTING CONCRETE SLAB 4"MIN. ° a a 3/8"x3" wedge bolt MIN. _ Ii ' or tap con a paver Ald1I A d •� F� a y M J a d Z m J Q H 00 ° a d1 LL LU 8"MIN. G C d �Lr7L REINFORCING STEEL OPTIONS: Ln O * 1x #5 BAR (shown) or CC cD N LL FOR NEW CONCRETE SLAB USE FIBERMESH CONCRETE MI TO ELIMINATE REINFORCING 6X6 BOX WIRE MESH REINFORCING STEEL OPTIONS: TYPICAL POST/COLUMN TO SLAB CONNECTION * 1 x #5 BAR (shown) or NOTE: NO FOOTING REQUIRED ON SLAB WHERE A MINIMUM OF * 2x #3 BARS 3" WIDE WALKWAY EXISTS BETWEEN WATER'S EDGE OF POOL AND EDGES OF SLAB & ALSO THE FINISHED GRADE DOES NOT EXCEED s H 2:12 SLOPE. OTHERWISE SEE FOOTING DETAIL FOR SCREEN E ROOMS LESS VAPOR BARRIER FOR POOL ENCLOSEURE ONLY. T FD OTHERWISE USE AN 8"X8" FOOTING WITH 1 5 REBAR. N o #10 X (PANEL THICKNESS +1") S.M.S. W/ 1/4" X 1 1/2" S.S. NEOPR. WASHER ® 12" O.C. MAX. (PAN ROOF TO BE FASTENED 4" C.C. MAX.) o ; :tn' 'c ' •�l`� ° COMPOSITE ROOF INFORMATION: p a o b oz° 1. use foam core panels aluminum skin. `� �•: r �. a� 2. fasten eps panels to the top aluminum beam(s)with#10x4"long tek screws at 12"centers along ROOF PANEL ROOF PANEL ,. all bearing edges. L�CV 3. minimum roof pitch to be J"rise/fall per foot of run 1.5X2.125X0.045 — RECEIVING CHANNEL ° 1�� 4. contractor may substitute structural and functional equivalent materials. 2"x3" ON BOTTOM SIDE OF BEAM. PLACE (3) 2"x3 ° ' �` Co °' F 5. product approval information: #10X3/4" SMS ON EACH SIDE OF CHANNEL or 2"x4" E � oJ 5.1. manufacturer: elite aluminum corporation $- - c c csQ 11 AND (3) INTO BOTTOM SIDE OF BEAM . ❑ 5.2. category: roofing 5.3. subcategory: metal roofing 5.4. fl approval no.: fl7561-r4 • , • 5.5. hvhz use: approved(non-living) A - I I 5.6. non hvhz use: approved o^ JK <o m mL)l z MAXIMUM 3" PANEL SPAN: s u��°�z co a * 1# CORE W/0.024 SKIN = 13.17 FT 0O wj°�� d o w o o= thIsI III I * 1# CORE W/0.032 SKIN = 15.39 FT N ° U .. o j 30LLp l III "wC� IIIII0 ROOF PANEL TO EDGE BEAM AND oa° 'IoI III EDGE BEAM TO POST CONNECTION ro � 4) M U ^ mLLdr EXIST. HOST STRUCTURE "v WOOD FRAME, MASONRY e5 OR OTHER CONSTRUC. � U ANCHOR TO BUILDING • WOOD — #1OX3" WOOD SCREWS 0 16" O.C. • MASONRY - }"0X2.5" CONC SCREWS 0 30" O.C. 1"X2" OPEN BACK ALUMINUM EXTRUSION MIN. SCREEN > SCREEN WALL © HOST STRUCTURE 3" '� HOST STRUCTURE M NULL a3 a #8x9/16" TEK SCREWS •a. — 3 ON BOTH SIDES AT 12" O.C. L 0 G panel thickness OMIT TOP SCREWS IF MOUNTED UNDER EAVE Q M N ANCHOR TO BUILDING PANEL • WOOD - #10X3" WOOD SCREWS ® 12" O.C. • MASONRY - }"OX1.5" CONC SCREWS ® 24" O.C. 1-1/2" ALUMINUM - #10XJ" TEK SCREWS ® 16" O.C. MIN. #8x9/16" TEK SCREWS ON BOTH SIDES AT 12" O.C. OMIT TOP SCREWS IF MOUNTED UNDER EAVE E "C" CHANNEL FOR PANELS T CMP N 0