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HomeMy WebLinkAbout20-22602 CITY OF ZEPHYRHILLS 5335-8TH STREEr (813)780-0020 22602 BUILDING PERMIT P.ERMIT-INFORMATION �- �LOCATIONaINFORMAT10N�n�''' `�� Permit Number: 22602 Address: 5023 SUMMERHILL DR 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: SUMMERHILL Est.Value: Parcel Number: 12-26-21-0100-00000-0120 Improv. Cost: 10,030.00 Y :OWNER'INFORMATION Date Issued: 3/18/2020 Name: INGRAHAM, WESLEY&JULIE ANN Total Fees: 142.50 Address: 5023 SUMMER HILL DR Amount Paid: 142.50 ZEPHYRHILLS, FL 33542 Date Paid: 3/18/2020 Phone: 813-245-1184 Work Desc: CONSTRUCT POOL ENCLOSURE 1280 SQ FT CONTRACTOR$ :APPLICATION FEES. j : ! f Jf� - POMBOS CONTRACTING SERVICES INC BUILDING FEE 142.50 "" Ad Inspections Required '-MO TER 2 D ROUGH PLUMB M 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. d &_-- a Z-e� CONTRAetUR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: C U Date Received: Site: k r,1.�C�scmt �trt�k Permit Type: C1 Approved Who comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ r This comment sheet shall be kept with the permit and/or plans. OAP q , zoz c.J, er—Plans Examiner Date Contractor an or omeowner (Required when comments are present) INSTR#2020032530 OR BK 10058 PG 2945 Page 1 of 1 02/25/2020 10:30 AM Rcpt:2138551 Rec:10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles;Esq.,Pasco County Clerk&Comptroller This space for use by the Clerk of the Circuit Court only. i NOTICE OF COMMENCEMENT Permit No: Tax Folio No. 1 Z:2&21 0100"=X-01 21 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with section 713.13 Florida Statutes,the following information is provided in this Notice of Commencement. (1) Legal description: 11- -210.- 2-1 `0100- b D D DD - D 12­0 �,.,_ ,..w�-ram �,�,�1 l �j ,,L1�of y j 5 i�►-t T S 38-3� Lt,4 I L C.'Ll r�L; [Is r Street address: _ 5 b 22a oL �ri-t 14 7 -A.,-3S�1��_ (2) General description of improvement: y� t.✓ 1 yKry7-1!L,-� l E n G 1©Su r'P— (3) Owner's name: _ 7 17LJ 1 f Owner's interest in property: Fee Simple Owner's address: 50'13 rc 1, w Tz)2 G� W�tS 3�ay Z (4) Contractor's name and address: t (5) Surety name: NA /� (6) Lender name: L� k �t9 '"Kc I M Phone: 177 7 54-5%� Contact: (311* +�+►soW ain Lender address: (7) Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by section 713.13(1)(a)7.,Florida Statutes: NA (8) in addition to himself,Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues: NA (9) Expiration date of notice of commencement(the expiration date is I year from the date of recording unless a different date is specified) NA WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. State of Flo' (10 County of�� (Signature of Owne to Y—'7G9--6 The foregoing instrument was acknowledged before me this day of Q)Q&, , 201'4,by S'L A 1'L -Un Gv'A�4t� who(is)(are)personally known to me or produced 01r✓ -erS Lvim as identification,who did/did not take an oath. (A copy of any bond must be attached at the time of recordation of this Notice of Commencement} ( otary Public} Verification pursuant to Section 92.525,Florida Statutes. Under penalty of perjury,I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. w - 1" Notary Punic sate or tea TammMyCw AWhtGO Signature of pers n signing(in line�l10)above " My Commisaton GO 329742 Expires tlSiG'tM" JUDO STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT "190 ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AND OFFICIAL SEAL THIS la cf:�h 20913 A DAY F NIKKI ALVARE W ES,CLERK&COMPTROLLER BY DEPUTY CLERK 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department j Date Received — Phone Contact for Permitting 6' ,w, --JJ 1[!!! Owner's Name a l (MJ(y SV)r % rA a Owner Phone Number Owner's Address 0 2 St" eW'Ni`11 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address 5 JOB ADDRESS 5�Z3 P i 110C ZG &rh i 111,5 A f LOT# SUBDIVISION 55;if '(,/ 14h PARCEL ID# I —Z 00— 00II&OV a' 0170 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEw[ONSTR B ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR COMM = OTHER TYPE OF CONSTRUCTION BLOCK FRAME = STEEL = DESCRIPTION OF WORK en`' ws,+ 1aa rep ifl,,,swwtayip/ e4l.is dCGI� BUILDI SIZE SQFOOTAGE fv HEIGHT �'�. ✓ CC�C��['C V'rC'�'C-�'L'S'R�K-CrEC K-rLTi-['eE CCr UILDING $ /11 O.3O VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ ` AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ 61 =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1/5�0 / 17 =GAS = ROOFING = SPECIALTY = OTHER 4 ` •J'a(� 1 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO U BUILDER I���5 COMPANY ombv LSO ' 5-a V L, L SIGNATURE L REGISTERED I Y/N FEE CURREN/� Address [ �G (/ ( Fj/y License# of RC 3 Z g4 d ELECTRICIAN COMPANY SIGNATURE I REGISTERED Y/N FEE CURREN Y/N Address License# PLUMBER COMPANY SIGNATURE REGISTERED Y/N FEE CURREN I Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURREN Y I N Address I License# tt11[angles i![1E![[![!lltallit[!![L[110![[[lliallallt[selffo[![l11[!1l RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-OW Permit for new construction, Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/SIR 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,Stonnwater Plans w/SIR 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 B13-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 re l Building Department NOTICE OF DEED RESTRICTIONS:The undersigned understands that this permit maybe subject to"deed"restrictions"which maybe mare 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use In existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended.The undersigned also understands,that such fees,as may be due,will be Identified at the time of permitting.It Is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release.If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit Issuance.Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of work is$2,500.00 or more,I certify that 1,the applicant, have been provided with a copy of the-Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs,ff 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 O G C FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this bsc d and s (or affirm efo thi by r Who is/are personally known to me or has/have produced Who islgrqersonaft known to me or has/have produced as identification. as identification. Notary Public - Notary Public Commission No. Com slon o. ,Y ;,:.�tJEt"1r;E SOGES Name of Notary typed,printed or stamped Name of Notary typed, rinted;". +cp��01ftrIS510f1 +� Expires Drcef,,ber 12,2022 „ '�' ..ar.•ted�t':.Trod=ainlnsurnce800-38�7019 c e -r -•'SI*.t�`3 ,a ,y:r> _ .. -_3"'-a. a' ..rsca•y �� �3 ` � k�+�,•ja,�'`2� �<.^�� tiV,�� t`-S¢�� ,C' SSYS�t..e �� gut"- �r�S '�... 3 y - .� � � �ry '4 '6S l•.Y' -�'m ^i's� �� � a- i •G�:�...�� �7 f_ -t _ � ,t....�� �'+` '�� ��-� ��• '�>����' �� ,\� � .e ..�a."�.�a''"�as `.t. ��?�'o+ _ �$ a. �"���.�.e •8��"ti t f�fslt,{�"t� b�?!���L ,;�'i��.- - t •. v. ��Y Y `�K3 r•_ r a •1 �wlr'.4S�x �sir::��'�4��{�� f •• t • rw . A wi NW i J_.ram``' s sty k•'�,sip�i�s^ �' r�'-4 � Wit,=��� '.■I • - �','�x�2��„��-dam-��'�•'�2"_Sy�, • - f .• ! -- � 1k d:y4vz '"r F {: £.-.?� r".-�-ram= • ■ • •• i. - 1 1 1 s i • s_ L r r rx- i ,����.�`..���`''�' c."'�.o,_`:;�"��'�-.'..,'�-��.."'�``�-,ss �•s"�_ - a�K","-�` H.!.i�";•"�. r . "��. z x�i.- ��,_. '� ,��-,..�y.,���7r�v?�';;�.'.,,?y '�� rd�°�=': '�'�' .�t� 1 4�3?`'r g'i"'��'r__. �� _�i@-.�"u�.;+, � ',�� a^^;,x., .�4��.arsa�-•'`:.�� 4�u^F� ,�'^t�.�✓/�r �- ��.�.�� x�jw�_ _N� � 'K.E--, ..-„r - � �' � r�. .� �� �..7 C•-�i55 E��.:. 4±Nz '� � dam.-+'��5��� -�_c;`��4� �� F� � r'+��C'i't✓158�'.� �Il --af 5' siMK F r^z g,aye. tr.^'_ • t ... a - ����-�.���-�+��'+M'�r,z-r yam. • r-I - .t `+��'�fs�-£��e'P°�j @.� •• arc. • x r • �'',;.�"` ''t==� — r.■ -to '�..czr^3x-�"� - •r Safi �a. ••. Rm ga -ma`s- t 4 � ., • Wiz.-^;;5-� '�; 5�:a;:� - • • ■-.- ■- • ■- .a 20I312¢18.., Florida Building Code Online = a. ProdudApproval Method Method 1 Option D r. •". Date Submitted 08/16/2017 Date Validated 08/16/2017 Date Pending FBC Approval 08/21/2017 Date Approved 10110/2017 i-trt- S xnizsgi's.?'� adtictst �ti r�� :��;�.,_=s��:=•.:r��'?•`.rs°_ ,�Y.�.:r�>_ �� x �-; "�3� ,,,a'lf�'c3�>.,-•�`r_•t? - _:4."..:t .d-�`-�-"--.w� t, a: _�a..����--.'.�''o.3a.:1' '^ic� �'•5�:na.... ..:'�,,. cti4 v i�"��"1ia%,x, - -xc�3 -ice :r�'�..'3,�.,•_ �-�:-e.i�,,��r• �,r�,;-cyt. LU'rsnptnon.Ys r..:fir, -S 1=5- 15491.1 Snap-N-Lock Panel EPS Foam Core Composite Panel,3",4"&6"with Alurninum or: Steel Skins Limits of Use Installation Instructions Approved for use in H ye FL15491 R4 11 Dw4 Pdf ' Approved-for use outside ' Z:Yes Verified By:Frank L_Bennardo,F.E.PE-0046S49 Impact Resistant_-No - . — Created by Independent Third Party:.Yes Design Pressure:+991--99If 1 Evaluation Reports Other.See installation instruttions for maximum ultimate and FL15491 R4 AE 1_val.Ddf allowable pressures..See installation for panel timitations& Created by Independent Third Party_Yes spans. Contact Us::2601 Blair Slane Road.Tallahassee Fl.32399 Phone:85D-487-1824 'Me State of Florida is an AA/E£O employer_Copy,[- t 2007 2013 State of Florida.:-Privacy Statement=Accessibilty Statement:_Refund Statinnent Under Fhrida law,email addresses are public records-If you do notwant your e-mail address released In response to a pubrro-racords regibe 4 do riot send eler#ronic mail to thfs entity.Instead,contact the offico by phone or by trad-n5anal mail-If you have any questions,.please mntactu5o.497j1 5.'Puisoant' l."�jjon .455.775L1),Florida Slattrav-,effective October'1,2012,licensees licensed underChapt�er455,FS:mtstprovidellr�Deparhnentwith an mriar'l addte .if_t1)ey_liave one.The emails provided may be-used for official con arnunTmtion wrdi the&xnsee.l-iaweverernalTaddresses are pubic trcnr;l_If ypv do n'ot-'sp 3ito$uP,pl�,- at address,please provide the Department with art emmail address which cars be made available to the public.To detpmdne lfyou are a 11cea—under Chapter 44SS pl-_ase click e-. - Product Approval Accepter - - '- . •• NK L'RENNAAOO,K, ' `AAALI •�� 9 "STRUCTALL BUILDING SYSTEMS ��+•�• DESIGN NOTES; MAXIMUM A4LIOW�ACCBLE'14, No EQ04s EPS FOAM COf�E.R04F PANELS -.METAL SKIN POSITIVE AND NEGATIVE DESIGN PRESSURES DESIGN PRESSURES:•` LE_ CALCULATED POR USE WITHTHL95Y5[EM ' �Fk a HAVE BEEN CALCULATED IN ACCORDANCE ; L-I. „O, WITH ASCII 1•1O AND THE FLORlOA BUILOINq AS NOTED Itt CLEAR 'p'•, s A c o • •5c'EM{Ot OL4 Y WIT i THE RIAE9IGN SPAN TABLES ` OUTLINED HEREIN+ , ,'" jb TOP&BOTTOM FACING} • 1 0.024'ALUM/0.024^ALUM e_N'LoSEo STRURE CTU LOAbS w 0.030"ALUM/ 0.030'ALUM 1. CALCULATIONS EASED ON ASCE 7.10,Volt-130 MPH•160 MPH., `''•.,� •. 26ga STEEL/26ga STEEL ENCLOSED 6TRUCTURE'COM➢ONENTS&CLOWDING,RISK CiTEGORY.Ib'Kd-O.SS,Kd-i.0,Kt-TABLE, 30.3.1,*•36^MAX OVERHANG GCPI.+/-D,1S,1S`MEAN ROOF He n;t0 Illf LeiAT FRO 25%OFSCREENED ENCiOSURE 10A0S! (SES qbUSALONG SID WIDTH -2 WIND LOADS&CLADbNG(AS DAESCRI690 A TAKEN BOVVE)AND THE GAAXIMUM OVER'NTNILEN G LkAOS AS IU.Us ATED Eb IN fec:c=eABi8 20022AALONG SIDES,TYP, 'FOh VERTICAL LOADS ON SOLID ROOFS,.UPTO IS'MEAN ROOF HEIGHT]VUIk'A 330 MPH 1 180 MPH.' ' .. '`'•„ '.+'r.-• 1 OVERHANGM'k OPEN SiRUCTU,gE LOAD91 w G , "• 3. CALCVATIONS BASHp ASCII 7.10,ROOF OVER OPEN STRUCTURE COMPONENTS&CLADDING, ,. •.e �`:-. �"f�,�%•' OBSTRLUCTHO WIND fIAW,RMK CATEGORY-11,KdAO,65,Kzt-1.0,0-0.9S,15'MEAN ROOF HEIGHT,' � �• )) Vulko 130 MPH-SBO MPHt � , B `LOAD,t;OMBNATIONS LrnUZED IN THIS MASTFA FLAN SHEETHAVE BEEN•OERIYEb PROH THE L 4 ' ` •ALLWAsLe WIND SPEEDS LISTED HERE/ RE Vuit WICOMBINAND SPEONS E S�Vasd WIND ttoo SPPE ko EE 5 HAY BE CALCULATED WITH (SLOP PER I .. THE FOLLOWING CONVERSION Vult-Vasd x�0.6 VI P,Sa.13�RLO f"" CALCULATIONS CONSIDER 9.46 ROOP•SLOPE•ROOF LIVE LOADS USED IN CALCULATIONS CONSIDER 0I ttbING 00 G PAIJe� OPTIONAL, 20 PSF AS DEFINED INFBC 6ECtION 1607, ya CONNECTION AT f 'r �' GVTTEROR.• '.GENERAL NOTES: `�T{ HOST STRUCTURE ! DRIP CAP 2'� I 1. THIS SPEpFlCAT30N HAS BEEN DESIGNED AND SHALL Be FAHRICATEO•N ACCORDANCE WITH THE: PER'SEPARATE PANEL � REQUIREMENTS OF THE FU7AIDA BU1lDlNG CDbE Step�}{�EDITION jr2017))FOR USE WITHIN AND OUTSIDE :• �G Ti ,'£4G ENGINEERING DE ''THE FNy21•COMPO51'T'E ROOFPANHIS SHALL COMPLY,W[TH PIER)5ECTYON,720,CHAFtER.B SECTION 1, 803,CLASS A INTERIOR f!T{lSH,•AND CHAPIEA 25 SECTION 260 OFTHH FBG CONTRACTOR SHALL tNYESRG��I1TE AND cONFohM TO ALL LbCAL BUILDING COOS AMWMENT3 ' CONNECTION AND WHICH MAY APPLY, DESIGN���77ggRtA BLYOIJO AS STATED HEREIN MAY REQUIRBADDITTONAL :I HOST STRUCTURE I 'STYE-SPECthTC SEALED ENGtHEERING, PER SEPARATE f 3. Na 33.113Na[ ASE IN ALLOWA6LE'STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSteMr ENGINEERING' •4. DESIGN DRESS RE5 A3 NOTED HEREIN ARE 8A9E0 ON A MAXIMUM TESTED PRESSURE DIVIDED BY A H THIS § 2.0 FACTORR OP SAFE tttE, ,.•. ?a BE DESIGN N IS UBED SHALL 86NMPONSIBLq FOR THE IN 8�F ALLSUPPORRTTINNG ith SUURFA SCTO THIS, $ DESIGN WHICH VAL40E COORDINATED By THE PERMITTING CONTR cro& • 'Q y, ';.••• '� (, , S. SEPARATE LTA'PECIFIC'•SEALED'ENGNEERNGStU+L1;BE REQUIRED IN'ORDER TO DF TE F0.0M' u"J SUPPORTING STRUCTURE PER �, LOADS DEFLECTIONS SPANS CONTAINED HER62N.^LINEAR INTERPOLATION OFTHB ALLO ABLE SPAN'• •� SEPARATE ENGINEERING I i TABLESI LISTED HERET�L SHAtLtL NOT EE pERMTTTED.,CONTACTTNIS ENGINEER FOR ALTERNATE SPAN +"r'~'" CALCULATIOppS AS MAY BE REQUIRED. �.+�� 7. THE 6YSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC i T `LCATTITA nl TcO�'t=-r•ty Tl"" SITE, FOR,SITE CONDITIONS DIFFERENT,FROM•THB CONDITIONS DETAILED HEREIN ALICENSED , I�_1 CLEAR SPAN Y It E!kI C ,,ENGINEER OR REGISTERED ARCHITEt SHALL PREpAAH'STTE SPECIFIC DOCUMENTS MF U,SE,1N 1 N,T.S, ISOMETRIC ,• 9 Dw EPS PANEL PPERFO {Ap 'CHAR'ACTEIUSTTCS FOR SELF IGNITION FLAME SPREAD AND SMOKE, a6g DEN5T1.5`HAVE SEEN'QUALIFIEED THROUGH APPUGOLE 7,4T'14'TEST.STA�JDAR05.SEE'EYAU ATION RSPORT �u a C , FOR MORE INFORMATION, t �A 9.: THE CONTRACTOR SHALL CAREFULLY CONSIDER POSSIBLE iMPOSIN0 LOi Cg ON'RQOP,INCLUONpp a a Ja @@ BUT NOT LIMITED•TO ANY CONCENTRATED,LOADS WHICH MAY 7USTIfV GREATERDESIGNCRTIEHlA;,TIWD 6, ADDITIONAL ROOF LOAD CRITERIA SHALL BE PROPERLY ANALYZED HY A'UaNSED ENGINEER OR REGISTERED ARCHITECT, SEAL ALI.)OIfi'TS 10: EPS CORN COMPOSITE PANELS SHALL BE CONSTRUCTED U5!G TYPE 3105-N254 AUIMNUFI FACINGS W Oft AM A653,CS TYPE+B NOT DIP GALVANIZED 090 COATED�TpEELTACNGS.EXPANDED POLYSTYRENE WITH CCNRNUOUS: 0.030'ALUMINUM, FOAM SHALL�igva ICAL DENSITY OF 1,0 PCF,THE Eps FOAM SHALL SE•ADHEAEO TO THE ALUMINUM' G ,+ CAULIGNG 0.030"ALUMINUM PACING WITH MORdO M640 SERIES ADHESIVE(BY ROHM-AND HAAS•COMPtuN*PABPIURON SHALL BE IN SL8 DENSITY EPS, R 26GA STEEL ACCORDANCE WITH"ROVEO`fA0 GTION METHODS BY MANUFACTURER tOR ALL PANELS. CORE,FOAM SKINS 11. THE CONTRACTOR 75 RESPONSIBLE TO INSULATE ALL MEMBERS FROM D795IMILAp MATERIALS TO r PREVENT H LTROLYSIS. ff ' !':p'+It�,•'•; +i« ,;' '12i ENGNEE0.SEAL'AFpp�py HERB 7p VALt0A1ES STRUCNRAI DESIGN AS'SHOy.'N ONLY.'USE OF THIS - $ - , SPECIFICATION BY CONTRACT'OA,¢E ei.7MOEMNtFIES&SAVES HAAF{tESS 17U5 ENGINEER FOR ALL COST E "��'"' &DAMAOBS 1NClL0ING LEDAL FEES&'ApPELI _FEES RESULTING fROH MATERW.FAERIUTION,, gg gg hhhiii 6 •.: ,y''.''. :.••L F: v.�; ( .'6YSTEM PAEL�TONe&Co. PRACTICES BEypNo T11A7 WHICH I5 C4LLE0 FOR BY LOCAL:STATE, . %'iya,i•;".'a.•'.'s. ,'•;1°; .T. i,� o &FEDERAL Co DEVIATIONS OFI}j1S PUVi, r Z .t•• ',;!, L3. EKCEFT AS EXpRE55lY PROVIDED yEREEIIN�NO A00IRONAL CERTIFICATIONS OR AMXMATLONS ARE @ ; . �'30•.' .. 03'YRWLTBWq 14 ALT�'E'RAT10M5 AOpitI0H5 OR OTHER MAAKTNOS TO THt4 QOCUF,IENT ARE NOT PERMITTED AN,D, INVAUDare rRIIB ct 15 2409a' . CROSS SECRON AT gTIFICA. TYPiCf1�PANEL INTEAL.00K i TABLE VALOE'DERIVATIONS:. , ... ' PANEL INTERLOCK PANELPAOPER_ PAmaDEa�N PANEt'S�CTU'�ESt,RAL PROPERTIES DERIVED FROM CERTIFIED TEST REPORTS NOS.TT-506027B,5060276, .• DETAIL 235,E3iSX31ws2P7 ESPO123SIP-3A,ESP0123SIP4 ESPOI1P.,ES912SF-6E�125AEf01IP_, � DETAIL ESPOI23S1P-8,.ESP0123SIP•9 HP01235IP9A BY ELEMENT ATERIALS TECHNOLOGY, _ 2. PANEL'DEAD LUA05 HAVE 0094 FACTORED INTO CALCULATIONS FOR LIVE LOADS OR UPLIFT A9 WELL }h� rr AS CALCULATIONS FOR PANELPROPERITF_S, G, wtsm1T_11:v_ b4a.1 WPM)r 1162409 EPS Fm Cma Rod Pmm­FSA-Upftl.Ft:15191 br2M4 FUt ftg-PnjecMWPVDi>•FBC'Updaai6-2408.Dwg-FLIS4D1.1lwi 0000"'0,-1-1-H-d'0 . . . . . . . . . . .. r m r- i IP I U 1-1+ G> ON, -11 -1 m C) o 56 i cz 3� M A: 1d T NZ 8 m 1 Ai 2 l K -2. 18*1=1211-412;2 1:9 91 9 9 8 84 8—Zi ai r ���e`�da;aaNSbataam� 2-. 9:853 kgigg S gggig_M 9 g g :_3 C)OC?6 CY C)n a 0 0 a 0 a 00 0 0 yI 000 T 7 Do 00.... . . .. . . . . . . . rn En + + Fn -wh p,migg g"aagg Wn V ce ;R le El;g z MS n i 9 4� 5'-,ft 't ..... . ..... cz to IF z 4 0 9.8 =,Q;t 2 i - - �s m n 8a..9 -9 V! al*-4 sL ei Ai -Z if _.:-1 g 5iN T U3 t2 TZMM3 bLpsmAp_j--L34677 0 •%=AVF_- IG6 EA -a344 STRUCTALL,BUILDING SYSTEMS 3 350 BUMANK ROAD PH--CBL3)SSS-267Z7 C1 EPS FOAM CORE�CDMPOSITE PANELS -ELMEFAL.=N ft HELLOC 0) ALUMINUM.&STE MAXIMUM ALLOWABLE CLEAR SPAN TABLE ROOF OVER UPEN STRUCTURE; Wnd UJ6mero ., {r E"posurp' LIM Load u g° 21a8ea/Dp . n•02a•" ,girls 4" tap 8 Ndr UpBn Nor UpttR'. , Alum akin Ng.03Q! Alum24" Sktn 0.030' 2p a t30 S +. Pa +. t{S F.PS � ' Bk1n Alum Skin 9kintael 0.024° 0,030' 30 •0 +'49 +• Ps 2 r 1 g 1'�EPS 'lit8 EP& !{86pS f,g Sn -LB.cPB Si"I Skin . . �`� No PEO 130 0 +• p 8t4. tii 10" 't2:8, i" f9'�g" i{gEpS '+ .rf9 'y t D D +, 8p +" Bp 2� 8t�" fti8' 12'-0' 12y0' 78'}}" ix J' 3.8 i4''11" =��t1 7�' !(7���••". ♦ BPs +. 40 g,�„, tt'-8' f0'.}p^ 7 2 14i tton "lyd g 130 D +, g +. 120 g;g, ifit" ni}p° Ytt9 !2t}+ 13:a+ td'•B^ !4'.}}• •'Q bTATE FZ' f40 0 r. g • +•• 480 g;p, 10'•T• .t0i77" t if'•1}" f2'•3" f4'•e" id'•1!" % ''.;�<ORi ,-"'e �'L 3: e + 24o JO.T tfi8" . t0. , i3'•1M / ��,�ONA '�� 5' m 14p P +. B r-tw 1a,6„ !n'-2" ..rt'•6" 11 }r.}i". , 14'•a^ � 8y fop 8 r.4. +. 120 1D'-4" }1:g• g'3" t0'-6' 1D'"ti" 1f:}}, 19'-4• t3'•8" 'Ifilli fe7�t�. FIT 6 fop [! t. +• ten g;x„ t1iB' 12'•0• fx.t7" l0.11" Ti.6*, 12;i1" l3.8" .. ^'+. � �� �� o xap 1t'-r ta. rzLi" td:g" ix cu5 • top W +. 8-0 10" t2i3, f3'-2+ -8' rl 5C1 �+ 140" b +. 8 +.. .2A� 9'"T" ip'T" f7�+� Ti'•B" i0'.it" lx.3" 18'.g+ i��ii" GJg �" 140 � t. P +. xps �� 8'•B"^ A� B�•3"' .!0'•b" 10.11" iP.}2+, 42'„4° •}3',g•' •• � E;f S +' +- � 240 Td" g'-e" e'•6" T' g=1t" i0: i ix•}f" f3'•8" �kk4777 8! �r f66 S +. + f20 B'.7+ B-0" --�'"8",. 90:T, B�'i" 1p.10' 12'•1' 12'•3" 'v4 4 fb6 C �, +_• Ra. 240�- 8''a' i0t}Q 10'-3° �" iP-f}" }0'•B'� x.}• i2'-0" +�. ' 1S6 Y b t + P 120 10-8, ittp lti" 12.2" i3`.T° 75� C +• Py t, 180 g 2� �'g" t0't" ip'•8• i7'•N lP 2� 13=T" - i3',B' � .. . fbb b +. Pa +,46 Pss 240 rib" �B" 8'.g+ t�_� 10'•}" 11'-0° t9'p" l3ig' , � 156 0 +. +' Ra _ f80 B B" B'.g• }p-'1" ft'-0" 12'd° 2=6° � W g 105 8 +. +•46 ps 2 i° g''g" gi" 10•t0" 12.2" p 3 166 Ps, t. g 40 B:p B:^ 2 1D:0• i2ig• v} 4�' !8b S +. Pg � � 120 8'•12" Six' B'3 8t2" 1D:0, 11 i2" ft'•3• 0' 186 8 t. Pa •�.. pa 180 g,�° 10:a^ 10'-6" J1:n B'-2' tOtp, !!•2 t}'.8,+ . . ,,Z p y��:•1 _� !&5" C". +. P +.� f20 ,. g••xT„ 10'--�" 'g•}� 1}`} 70i6^ }Y•6" !Z"6 t2ilt° .fin+fie C c +, � taD „��� g,-0,. !0'•ii^ t0''6" l2.8' 12'.}t^ i,.y o isfi p t; P +,66 iio T'!' 8:2, �B ro:t a,�" fp'4" }'•T" tz:fr TABLE NOTE 7MS TABLE AgLE---- m� is.9 !TO 0 +• Ps[ +.gg 140VAtUES(ULTIMATE pR e07N ULTIMA7P AND' •••( .O'� F t70 B +• Ps - 0 240 8t7• g,•2, 8'•7" g.-6„ T" ii'-8. UCESSU PRESSUit 1 WRE,i 87•ALLOW 3E pRp5SUR8 •'•[ f20 B'•7• p''8" PRESSURES q t1 BE U5E0 ON i'B'PRESSURE +�-p t70 Pa +. 8'•8" 7:fp• !0',7" RE GNBN FO 3Y WHEN U )' J,�. �1 O !70 C +• pa t• Opa1 240 8=x.• B'•f0" ga•"" !0:}p• fOb g'—t'+� ip$'� • f0 7" RASlIS5PECifICtNSTAWTfON �a. 170 .0 +. + ~60` T•g. 1f''}+ 42:q• •12'-g" �`�V vot a +,gx� +.48 tap g'z• e:��' 10't" io�ti" sxa" 1xe" CLEAR V? x b + 82 pa 180 g:x B:z, r2'a^ `12;g„ i, D SPAN TAB' _�""_""---- 1T0 +• B•tp^ ip'0^ Jlig, ETERMfNE TYPEO ��USE IN 0 +. 2d0 B'.}. B'-x" ft'•4" SCREt:TfED FENCiOSUAB '�RUC�O , TO BE COVE NU rO 170 0 + 0 8'•3" B'-2" 1p'- it�" E7ERMlNE Tf1E'SftE SP PEN 57gUCNR.EJ)�� 0 .QOSEp, ' C 170 t 0 1• +. Pst i20 B'.!' B'8" 8:2^ Jp, 11'•3" 1i'-4" CODE(MPH),JN ACCOROgicC R��E)�Q..U�lRF,O ULTIMATE D a d a J�� p +, 8'•!i" -0" NCE„ITN THE ESIGN WINO 176t C +"B f 8 P 240 a q^ 8;}!" gq, B-t" 10%2" S0+?" 3 APpROPRtATEP C[1MFOa aPANEL FLORtOA BIBLD—a . OENSI7y S ANEL OFPTH,PAQNG SPAN IN AB 6 776 C +• +• Ti8' gib" '-4" g;i" tn:3". 4' ✓ tNDC{j `0' TNJCIptPS,ANO SCOM g 176} 0 '�'�•�. 180 Bali• g.,g" Bi4" gif, t0'•2" 10i3° CATES VAtitEg NOY VAL70 FOR usa, kpS CORB .4 180f C +.gpBPs +,8 Ps .180 8�10° 8'�"8" gt t. 8'•g" 17i1° 10'•3" DEFLECUO N NOTES: g '� 180t 0 + Ps + Pa 120 8t}. . 8'-8+ 8;}. 8'q0^ f0'•tY" }}:p^ MINStM M B'� L OE-""' R ". e'•11" '+- REQUlREME �ON!}MrrAncm PEA BI ,, 6 180 B,g,. 8''t 8:i0' 8:}x" BUtipJNO NTS'1 , i•iU5lAg7Eb 7 +.66� .24p 8'•8" t3:3" e'•11" '(t)tNDtCgTFS p" IN THE PIARt�E ���ttt 7$gy R0Y{S FOR UBB W{F04 THE HVH2 ONLY�• 8'•8T B•8;. f0'•J"' !0= 0T•CLT20NLI R " T•T 1" y' " ,8,-8,�• B"e" Ja. to a '2.2. ' I8 U80P08 SRAI1S EREO F'OR U,9E IN TH8 HVip pA2} • 8'-8• t a"T" •.t1Y B' VSaO POR SPANS 8S1Rriyrg 07ilEt COfVSZDERATtONS; $'2`�09a, AC Nrova HA IN ON5 pPORA7'@p uP Ta 3'.p'wrrH vAt.uEs ees P . .. 'W7DTN Le.12'MA7i ppR 4sbPMlEDm'�25%OPLpP•ERLBtN, CONTRACT DATE:February 13,2020 Ingraham To: Riviera Pools 5023 Summerhill Dr Zephyrhilis F1 33542 5CRCCh SGttVlt[5 i.NG. r 4413 N Hale Ave Tampa,FL 33614 Office:(813)323-7433 Fax(813)249-0077 pembascontractin9&mai1.cam Furnish labor and materials to install the following: 1. Build a pool enclosure with mansard style roof over existing deck. Also includes all tiedowns, beams, columns, purling, etc, as required by code 2. 7"super gutter on each side and 45 downspouts. 3.Cage will be approximately 22x40'4"x32'attached to section of 3"insulated panels approximately 10'x42'. 4.Includes 2 pedestrian doors with door hardware kit and bug sweep, 5.Price includes 10,000-hour rated screws. 6.Regular screen(Standard Mesh), Color to be bronze. Permit,engineering,and drawings are included Alum.Roof 10x42=420 SQFT x9=3780 Screen Roof 22x40=880 W=7432+40+32=111x91H=999 1879SQFTx$3.20=$6012 Total=$9,800 7"gutter+4x5 downspout 230 The total cost of the services I(the client)have selected s$10,030 TERMS: -All projects come with a 2-year warranty that is valid beginning the date of completion. Warranty consists of damages, defects or imperfection due to the work of Pombds Contracting Services Inc. and materials. Warranty does not apply to repair of damages or other Items caused by natural occurrences, (hurricane, tomado, flooding, failing tree limbs, etc.) or caused by client or parties not affiliated with contractor. Contractor is not responsible for any oxidation, peeling, rusting or discoloration of any aluminum framing or fasteners caused by chemicals. We guarantee to purchase new materials In good condition in order to assure the quality of our work. Fading of the paint on the aluminum is normal and will occur over time. -As a further condition,It Is understood that contractor will not be held responsible for delays caused by conditions beyond our control; that any alterations or deviation from the above items or additional work requested by contractor will result in additional fees over and above the cost estimate provided;that this proposal,when accepted and signed by you (the main contractor), and signed by Pombo's Contracting Services, Inc. constitutes the entire binding contract between the parties; and if any obligation hereunder is enforced by legal action or In equity,then the losing party will pay all costs,including attomey's fees.Contractor has 3 days to cancel this contract. We follow all specifications according to the Florida Code of Engineering.Any items relating to specific construction details are subject to applicable engineering requirements and local building codes and ordinances. -The contractor is to pay the full balance after project is finished. However,we allow to receive full payment no later than three weeks after our,screen project completion. -Failure-to pay within 30 DAYS of date of completion will be considered a violation of this contract.Any unpaid balance which is 30 days or more past due is subject to a finance charge of 1% per month and attorney's fees will be charged if legal action is required to process(Property Lien)or court costs for collection.A$45.00 charge will be imposed for returned checks.Signing below confirms that you have read and understand this document, accept the warranty details, stated terms, and allow Pombds Contracting Services, Incorporated to perform the work listed above. If you wish for us to proceed with the work,sign below and mail,email or fax this document back to us. The contractor will sign it and mailed/emalled it back to you upon acceptance. You may email the approved contract to pomboscontractingr"c�gmail.corn. Checks must be made payable to Pombo's Contracting Services, Inc. Contractor's Name: aeuliy Signature: Date 2/13/19 Date: Le Thank you very much for choosing us. We took forward to meeting all your needs and expectations to your complete satisfaction. DESIGN CRITERIA: APPLICABLE CODES,REGULATIONS&STANDARDS ALUMINUM SPECIFICATIONS ALUMINUM MEMBERS DIMENSIONS 1.THE 2017 FLORIDA BUILDING CODE,SPECIFICALLY CHAPTER 16 1.ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS N 6 a o STRUCTURAL DESIGN,CHAPTER 20 ALUMINUM&CH.23 WOOD. OTHERWISE NOTED. HOLLOW SECTIONS O 2.AA ASM 35&SPECIFICATIONS FOR ALUMINUM STRUCTURES, 2.ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH 2 x 2:2"x2"x0.044" - Z 0 PART 1-A OF THE ALUMINUM DESIGN MANUEL PREPARED BY #12 SCREWS 6"FROM ENDS&24"CENTER TO CENTER. 2 x 3:2"x3"x0.050" W : THE ALUMINUM ASSOCIATION,INC.WASHINGTON D.C.2005 ED. 3.ROOF BRACING SHALL BE A MINIMUM 2"X2"X.050". 2 x 4:2"x4"x0.050" =o .U Qcr 3.ASCE 7-10&SE17 4.THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS 2 x 5:2"x5"x0.050" ; uj j Z l� c 4.NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. (KICKPLATES)SHALL BE AN INDUSTRY STANDARD OF 0.024 3 N 5.AC1318 CONCRETE REFRENCE MANUAL. INCHES. OPEN BACK SECTIONS .: 4 \• O 5.VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN 1 x 2: 1"x2'k0.044" WIND SPEEDS EXCEED 75 MPH PER FBC. I x 3: 1"x3"x0.045" / WIND LOADS 6.SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS ��/////� �����\\ U ap 1.BUILDING OCCUPANCY CATEGORY,PARAGRAPH 1604.5&TABLE APPROVED BY FLORIDA ENGINEERING LLC. SNAP SECTIONS 1604.5:RISK CATEGORY 1. 5. 1"X2"&1"X3"NON STRUCTURAL MEMBERS MAY BE USED 2 x 2 SNAP:2"x2"x0.045" / 2.BASIC WIND SPEED,TABLE 1609C,STATE OF FLORIDA DEBRIS INTERCHANGEABLY. 2 x 3 SNAP:2"x3"x0.050" U r N REGION&BASIC WIND SPEED,PARAGRAPH 1609.3.1 &TABLE 2 x 4 SNAP:2'54"x0.045" J O U 1609.3.1 EQUIVALENT BASIC WIND SPEED: 130 J 0) MPH EXPOSURE CATEGORY,PARAGRAPH 1609.4.3: C FASTENER SPECIFICATIONS SELF MATING(SMB) (f) 3.WIND LOADS PER FBC TABLE 2002.4(MWFRS) 1.FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER 2 x 4 SMB:2"x4"x0.044"x0.100" ~ (h W VULT=130 MPH&EXPOSURE=C ZINC PLATED.(CONCRETE ANCHORS ARE TO BE TAPCONS 2 x 5 SMB:2"x5"x0.050"x0.100" z Q E w OR BETTER,INSTALLED TO MFG.SPECIFICATIONS) 2 x 6 SMB:2"x6"x0.050"x0.120" z Q U Q FOR 20 X 20 X 0.013"MESH SCREEN 2.IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, - U 32 PSF 2 x 7 SMB.2"x7"x0.05 7"x0.120" HORIZONTAL PRESSURES ON WINDWARD SURFACES FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 2 x 8 SMB.2"x8"x0.072"x0.124" LL � p U HORIZONTAL PRESSURES ON LEEWARD SURFACES= 26 PSF 3.WHERE WOOD DECK IS PRESENT USE 1/4"X 3-1/2"GALV.LAG 2 x 9 SMB:2"x9"x0.082"x0.124" J VERTICAL PRESSURES ON SCREEN SURFACES= 9 PSF SCREWS IN LIEU OF MASONRY ANCHORS.UNLESS OTHERWISE W J CD p VERTICAL PRESSURES ON SOLID SURFACES= 27 PSF 2 x 10 SMB:2"x10"x0.092"x0.398" SPECIFIED. W Q LL I ' 4. 1"X2"NON STRUCTURAL MEMBERS ATTACHED TO HOST FOR 18 X 14 X 0.013"MESH SCREEN,APPLIED FACTOR= .88 A.FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED DETAIL A z W rn FOR ALLOWABLE STRESS DESIGN,APPLIED FACTOR= .6 1/4"X 2-3/4"TAPCONS OR EQUAL AT 24"O.C.AND 6"FROM ENDS ff nn H C) WOOD V B.FOR WOOD APPLICATION USE#14 X 2-3/4" SCREW AT CC F-- , 'p 24"O.C.AND 6"FROM ENDS. Z G O c- FOUNDATION DESIGN C.FOR ALUMINUM APPLICATION USE#10 X 1-1/2"SMS OR TEK ui Q J FOOTING SIZE EXISTING CONCRETE SLAB.NO ADDITIONAL FOOTING SCREW AT 24"O.C.AND 6"FROM ENDS OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED D.WHERE 1"X2"INSTALLED THROUGHOUT AN"OPEN VIEW" Q Q CONSTRUCTION IF A MINIMUM 4"CONCRETE SLAB IS PROVIDED IN SPACING SHALL BE REDUCED TO 18"O.C.AND 6"FROM ENDS < SOUND CONDITION,FREE FROM STRUCTURAL CRACKING,SPALLING U &OTHER DETERIORATION. MASONRY SPECIFICATIONS (- 00 1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD O (D W v SPECIFICATIONS HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED O THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: ON TYPE M OR S MORTAR. d O 1.WHERE CONCRETE SPECIFICATIONS ARE REQUIRED,WHETHER IN 2.ALL MORTAR SHALL BE TYPE M OR S. THE SCREEN ENCLOSURE SCOPE OF NOT,BY ONE OR MORE 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE N REGULATORY AGENCY,THE FOLLOWING SPECIFICATIONS ARE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". APPLICABLE: 4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING a.CONCRETE SHALL CONFORM TO ASTM C94 FOR THE REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN Q FOLLOWING COMPONENTS: HEIGHT. Z i. PORTLAND CEMENT TYPE 1 -ASTM C 150 F- ii AGGREGATES-LARGE AGGREGATE 3/4 MAX.-ASTM C 33 0 iii.AIR ENTRAINING+/-1%-ASTM C 260 MISCELLANEOUS w iv.WATER REDUCING AGENT-ASTM C 494 1.SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL -) v.CLEAN PORTABLE WATER COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC Q vi.OTHER ADMIXTURES NOT PERMITTED R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. b.METAL ACCESSORIES SHALL CONFORM TO: 2.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A I.REINFORCING BARS-ASTM A615,GRADE 60 MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME. ii.WELDED WIRE FABRIC-ASTM A185 IF THE EXISTING STRUCTURE IS ONE OF THESE,A SEPERATE 4TH C.CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO OR MORE THAN 5".WATER ADDED AFTER BATCHING IS NOT ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. PERMITTED. 3.DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN C �L d.PREPARE&PLACE CONCRETE PER AMERICAN CONCRETE THE FIELD. INSTITUTE MANUAL OF STANDARD1 INCLUDING HOT WHEATHER RECOMMENDATIONS. 2,&3 4. RSHALL EPDXY ETO DECK OR GROUT TO DECK w/3� NTRACTOR CONTRACTOR e.MOIST CURE OR POLYETHYLENE CURING PERMITTED. GROUT WITH BONDING AGENT. f. PRIOR TO PLACING CONCRETE,ARE FOR TERMITES IN COMPLIANCE EWITH THE FBC.AT THE ENTIRE SUBSURFACE SCOMPROMI.INTEGRITY SED F EXISTING/ WITH GHE AOTTACHMENT OF THE PROPOSED /�ST STRUCTURE SHALL NOT BE g.CONCRETE SHALL BE PLACED OVER A POLYETHYLENE VAPOR STRUCTURE. s .pCQO�GC jp BARRIER. 6.ALL 2X4&GREATER ARE TO BE 2 x 4 SMB:2"x4"x0.044"x0.100" dry, R, R� 0 2.WHEN PAVERS ARE UNDER ALUMINUM MEMBERS,CONTRACTOR UNLESS OTHERWISE INDICATED. ��/// / + �Q/�/ Q J SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI At"', �[n /./C _GROUT WITH BONDING AGENT3.WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT RESPONSIBILITIES A DRILL&EPDXY#5 X 8"REBAR INTO EX.FOUNDATION WITH 1"MIN. 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED O n^ O W J HOLE,EMBED 4"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING 'i9 U (OR EQUAL)48"O.C.TYP.ALL LOCATIONS CODES,LOCAL ORDANANCES,AND THE ENGINEER SHALL (n Q _ 4.WHEN APPLICABLE FOR NEW FOOTER TO EXISTING,DRILL& BE NOTIFIED OF ANY DISCREPANCIES. < !vo�A �ry O m EPDXY NEW STEEL INTO EX.FOUNDATION WITH 1"MIN.HOLE, 2.FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, O0 m O Q _ EMBED 6"MIN W/NON-SHRINKING SIMPSON EPDXY-TIE THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION ��Q 1� ¢ (D M `�Q P a (OR STRENGTH 3000 PSI UNLESS OTHERWISE MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH 09 w 0- ui - N NOTED. THE ATTACHED DETAILS. O 3.FOR"PICTURE WINDOW"MODIFICATION TO EXISTING SCREEN coi 0:: ENCLOSURES,ALL OTHER"EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED DESIGN DATE: 02/17/2020 IN THESE DETAILS.CONTRACTOR IS TO VERIFY&ASSURE REVISION 1: DATE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS Q 0 O. _ a o I--- 7' % � •.....PROF\ 1X2 /'''// � z XCO USN r'' cn LANAI J o C> M 1X2 E 3" HE DER ■=3X3 .125 I W — cm 3"X.024"X 1 LB 00 J � >` COMPOSITE PANELS 2X4 W w LL 2X4 3105-H154 cn z W +� N 1/4"-1'SLOPE(MIN.) ¢ N N N _ - M >` N FL.#15491 1) N N X Z G O 3X3X.12 W Q X3X.125 - ------ ---------- ___ _ _- - 2X C/B W/ 7" S 2X8 C/B / 7" S.G Q Q DOO 3X3 DOO p U 2X2 ______I I ______ / 2X2 2X4 I 2X2 I I I 2X4 M N O N M N Z N N M ti ti ti X N U 2X4 2X4 0 � x N _ 1 _____ _____ 2X3 I 2X3 2X3 8'_031, � - - 3' 48'-211" U 40'-4" H U J Jr 2X3 o o Q C o m ¢ Cy ch = M 9�� N N a Zow 60 N_____ _____ 2X2 _____ ________ DESIGN DATE: 02/17/2020 1X2 REVISION 1: DATE - 8'-0"'1 REVISION 2: DATE PAGE: DRAWN BY: KT SCALE: NTS ...... _ lU ll//,,� ......, J,//•�(1/ cep 3"X.045X2"LEGS REC.CHANNEL � so...... 4#10X3/4"SMS REC.CHAN.TO TOP CAP ATTACH 1"X 2"OB 4#10X3/4"SMS REC.CHAN.TO BEAM E/S •�/ N LL 6 •• W TO POST WITH Q TABLE D 2-#10 X 2"S d O (2)#10x3"SMS INTO SCREW _ Z O p BOSSES FOR EDGE MEMBER -= 'Z LLI � o SCREW REQUIREMENTS ,=' �` U � Q O. _ COLUMN BEAM PER SIDE PER SIDE '• Z N k . 2 X 6 7 7 O 'HORIZONTAL OR SLOPE ---- ----- o iii W 2X7 8 8 LI EDGE ALUMUM 1 01OR � RR' \� 2X5 5 2 X 5 60 6 0 l OR URLINBER °° l o INTOEGIR ORP RLEIN&(214x 75L I 'h111 I I I I 1 \`O\\\\ U 2 X 6 7 7 ° i = INTO BEAM OR UPRIGHT 0.062 ANGLE I O _ — I I CLIPS MAYBE USED r l 1 \ U N 2 X 6 2X6 70 7 - ° BEAM PER PLAN (2)#10x2" I I J 0 o 2 X 7 8 8 0 INTO BEAM EDGE MEMBER --- --- I ch 2 X 9 90 9 OR PURLIN PURLIN MEMBER J M 2X7 7 2 X II 81 9 O DENOTES SCREW BEAM I BRACE 2 X 9 10 9 I PATTERN-NOT I 0.0625"6063-T6 FLAT PLATE I Z < 0E U 2 X 10 11 10 o i NUMBER OF SCREWS i - w/(8)#10x3/4"SMS,MIN.1/2" SEE"SCREW REQUIREMENTS" INSTALL BRACE EDGE DISTANCE,PLATE MAY BE I (4)#10x2"SMS INTO Z j FOR NUMBER OF SCREWS, TO CORNER- --- FASTENED__-- FASTENED INTERNALLY TO BRACE SCREW BOSSES N U o SCREW EDGE C TO C EDGE DISTANCE AND C.TO C. L.1� CD V UPRIGHT,BEAM-SNAP, W O o = SIZE DISTANCE SPACING SPACING PURLIN SELF MATING,OR HOLLOW J #10 3/8" 3/4" i COLUMN PER PLANS #12 vr' vr' -� z � � N DETAIL E-UPRIGHT TO BEAM LL.I CONNECTION SCALE:NITS DETAIL"D"-ROOF BRACING CONNECTION DETAIL"C"-GIRT OR PURLIN TO B v H '� DETAIL SCALE:NTS OR POST DETAIL SCALE:NTS 1 Z G Q 0Q TABLE"B"SECONDARY ANGLE SCHEDULE _(�/ f- NOTE:IF PAVERS ARE 2"xZ5 063"-DIM.TO MATCH PURLIN LL. r H co PRESENT,CONCRETE UPRIGHT QTY.TAPCON/SCREW *ALL MEMBERS PER PLAN SIZE RECEIVING CHANNEL PURLIN ANCHORS SHALL 2X3 0 "MEMBERS VARY PER PLAN (2)#12 SMS INTERNAL TO EAVE PENETRATEINTO FOOTING 2-1/4"MIN. 2X4 1/2 ---------------------------- - RAIL(3)#12 EACH SIDE INTO PURLIN J a O (TYP-) 2X5 1/2 Lam NOTE:WHEN FASTENING 2X6 2/4 0 (V TO WOOD USE 1/4•'GALV. 2X7 2/4 ry FASTEN TOP OF HEADER TO INTERSECTING u o LAG SCREW IN LIEU OF CONIC.ANCHORS AND 2X8 3/g ° ii MEMBER /(2)#10 SMS w/1" it ii o Q ENSURE PENETRATION II PENETRATION INTO SCREW BOSS OF II EAVE RAIL-SEE PLA MIN 2-1/4"INTO 2X9 3/6 MEMBER-TYP.BOTH SIDES Z STRUCTURAL FRAMING 2X10 4/8 N 1$ IL 1x2 OPEN BACK i BENEATH(TYP.) EXTRUSION UPRIGHT O DOOR JAMB H i I W SELF-MATING OR PER PLAN 1/8"x2'k2'kANGLE I SNAP SECTION TYP. ii `ii it (2)#10x2"SMS THRU 1x2 INTO 5032 H-32 ANGLE PER PLAN SAVE RAIL EACH SIDE OF COLUMN ii ii ii o I 2-#12 SMS INTO COLUMN 1'5(2"O.B.BASE PLATE-TYP. ° n- 1/4"MASONRY ANCHOR EACH o o ii II _ ANGLE-EACH SIDE COL. 2-1/4"MIN.CONIC. II 0 o ANCHOR EMBEDMENT ii FASTEN HEADER w/(2)#10x3" 2"MIN.WHEN GREATER ii ii INTO SCREW BOSS OF HEADER THAN 2x4 UPRIGHT IS USED ii ii DETAIL"G"-SLOPED PURLIN SEE TABLE"B"SECONDARY II IIN CONNECTION SCALE:NTS ANGLE SCHEDULE II IIN ALTERNATE HEADER CONNECTION ri p WHEN Z-BAR IS USED-FASTEN it II Z-BAR TO COL/HEADER AT EACH II ii ii CORNER AND 18"O/C It ii 1-1/25(1/16 PLATE 3000 PSI CONIC.SLAB/FTG. (12)#12x1"SMS (TOP OR BOTTOM) 6x6-10xl0 SIDE VIEW @ 1"SPACING Z WWM OR FIBERMESH ii ALTERNATE BASE PLATE CONNECTION it 2k2"EDGE BEAM V II II ATTACH MEMBER TO BASE PLATE II II Q J ii (INTERNAL)w/(2)#10x2"SMS o `\p J 114"MASONRY ANCHOR n ry ry u PUR F— LL ATTACH BASE PLATE TO MEMBER ii ii (2)#10x3 SMS - ZO W -i AT EACH ANGLE 2-#12 SMS li ry ii INTO SCREW BOSSES 1/4"TAPCON XL(RED HEAD MFG.OR EQUAL) w/(2)#10x3"SMS INTO SCREW CONNECTING EDGE U II I 2 @ 1x2 BASE BOSS OF BASE PLATE hl BEAM TO PURLIN II it 1"x2"FASTENED TO COLUMN N Q _ 2 @ SLAB(BEYOND) ii u I w/(2)#10x1-1/2"SMS INTO - W = Q' _ SCREW BOSSES FOR SMB Q Q�� = OR SNAP COLUMN O m oIF U U N F 1"x2 BASE PLATE ANCHORED ___ - 1'kL"SNAP O U Z Lo N TO CONIC w/1/4"MASONRY a W _ A IDE r ANCHOR 6"MAX E CH S O Z'D. NOTCH COL UMN A S RE Q F POST AND 24"O.C.MAX O 0 OS COLUM N PER PLA N O o U I DESIGN DATE: 02/17/2020 3000 PSI CONIC.SLAB/FTG. 6x6-10x10 FRONT VIEW 1/4"TAPCON(RED HEAD MFG.OR EQUAL)WITHIN 6"OF COLUMN WWM OR FIBERMESH &24"0.MAX 1-1/4"PENETRATION INTO UNDERLYING FOOTING REVISION 1: DATE ALTERNATE DETAIL"G" SLOPED REVISION 2: DATE PAGE DETAIL"B"-2"x4"OR LARGER SELF MATING PURLIN CONNECTION SCALE:NTS DETAIL"F'-DOOR JAMB&HEADER DRAWN BY: KT 'J1 UPRIGHT TO DECK DETAILS SCALE:N.T.S. CONNECTION SCALE:NTS SCALE: NTS \\\\\\111II1111/// // N SECURE W RAFTERlfRUSS \\\\JO •• •• •../V// # Z'X t/8"STRAP @ EACH BEAM TAIL @ 24"O/C �(/� W WITH 2#10 X 3"SCREWS N LL 6 J, THROUGH STRAP INTO FASCIA .050"GUTTER STIFFNER - •U 1X2O.B.O 2X2 BEAM _ 2)#10 X 3"LAG SCRE @ EACH RAFTER FASTEN TO FASIA w(2) i p OPTI #12x2"WOOD SCREW 'y > Z a N FASTEN TO GUTTER w(2) U BEAM PER PLAN o o #10 X 2•SIAS@12"O #12 SMS 2"X 2'BEAM X. LE o o (4)#10X3/4"INTO B o o ASCIA AND SUB-FASCIA ° HIT ON CORNER- (2)#10 X 3"SCREWS THROUGH ANGLE FASTEN OUTSIDE OF AND INTO GUTTER BEAM&PURLIN EACH SIDE SUPER GUTTER &/4 #12 SMS EACH LEG J O p 2"X2"ANGLE ( ) SEE"SCREW REQUIREMENT' M FOR BEAM SIZE M OR fn 4"X2'X.093ANGLEE LU (6)#10 X 3/4 INTO BEAM C G O o Z < O U (6)#10 X 3/4 INTO GUTTER o o V Z) P U FASTEN INSIDE CORNER L,L a (BEAM TO PURLIN) J w/1/8"x2"x2"ANGLE w/(2)#12 SMS QQQ J 0 SIDE VIEW INTO EA.MEMBER W LL "ALTERNATELY SEE PAGE 5 (BEAM&PURLIN) (9)#10x2"SMS Z L uI GIRT 1/8"PLATE ON 45°ANGLE ♦rn H Cl) #10 SMS WITHIN 6" V OR 1/8'X2"xZ'ANGLE w/(4) _ _V C I" FASTEN GUTTER TO #12 SMS INTO EACH Z G O r OF BEAM&24"O.C. DETAIL"M"BEAM&PURLIN TO GUTTER o 0 0 0 FASCIA w/#14x2" INTERSECTING MEMBER J � � wooD SCREW ta°O.C. CONNECTION SCALE:NITS O _ (2)#12 SMS ° EYEBOLT FOR o �/CABLE TENSION � U o PERIMETER ~ 00 2 #14 WOOD SCREWS FRAMING 1/8 STAINLESS STEEL O COW V- 2x2x1/8"ANGLE (2)#14x2" ( ) /BRAIDED CABLE Q EA SIDE OF BEAM WOOD SCREW (2)#12 SMS INTO FASCIA 18"O.C. f O w/(2)#12 SMS EACH LEG EACH SID t_ _Lii - :Iiiiii::: ::MIN MIN.EXISTING) 2x2x1/8"ANGLE w/(2) GIRT N #12 SMS EA.LEG STRUCTURAL DETAIL"I-2'CABLE CONNECTION GUTTER ° 0 AT CORNER SCALE:NTS Z o I U TOP VIEW "ALTERNATELY SEE PAGE 5 SMB - DETAIL"H" o o GIRT SCALE:NTS 'I O 1/8"STAINLESS STEEL 3000 PSI CONIC. 40`MIN. BRAIDED CABLE / 6x6-10x10 1/8"x2"x4"STRAP WWM OR FIBERMESH (2)#12 SMS INTO BEAM STRUCTURAL GUTTER 6O MAX SEE SPLICE SECTION (2)#12 SMS INTO GUTTER SIDE VIEW (2)GUTTER BRACES " EACH w/(2)#12 SMS INTO GUTTER&(2)#14 WOOD SCREWS INTO FASCIA 0 0 o a c h(MIN) 1/8 k2'k4"STRAP GIRT (2)#12 SMS INTO BEAM GIRT (2)GUTTER BRACES (2)#12 SMS INTO GUTTER EACH w/(2)#12 SMS 4"MIN.SLAB FASCIA INTO GUTTER&(2)#14 w/FOOTING CONIC SCREW ANCHOR C7 WOOD SCREWS INTO FASCIA (TAPCON OR EQUAL) Z_ �� uz 2x2x1/8"ANGLEw/(2) o ~ 0 3116"-5052-H32 GUSSET #12 SMS EA.LEG 0 3000 ;000NC. Q J INTERNAL OR EXTERNAL 60"MMAX WWM OR FIBERMESH (Z' J LLLL (2)#12 SMS Z W(n NOTES: LU J 1.SPLICE DETAIL SHOWN MAYBE ROTATED o :: O J MANSARD APPLICATIONS. FASTENER SPLICE MIN.SCREWS/ 2.MAINTAIN MIN.1/2"FROM SPLICE PLATE SCHEDULE SECTION EA.HALL OF EA. SMB ° 0 o` ;,�;;;; U) Iii PERIMETER TO CENTER LINE OF SCREWS. SIDE OF O 2 3.ALL SPLICE MATERIALS ARE ALUMINUM BEAM SIZE SPLICE PLATE m Q > 1/8"xn4"STRAP ::::�":;;::;•::; p = ALLOY (SMB) #10 #12 #14 2 #12 SMS INTO BEAM OF Q M 6005T-5 ( ) GIRT U 1-- ( N n. 4.SPACE ALL SCREWS(3/4"MIN.LENGTHN) 2 X 4 2 X 4 X 14" 16 14 12 (2)#12 SMS INTO GUTTER STRUCTURAL GUTTER 4"MIN.SLAB 1.5''x5.5"ALUM.STRAP O U Z O W EQUALLY AROUND PERIMETER 2X5 5 2 X 5 X 16" 18 16 14 w/FOOTING (STAGGERED IF NECESSARY) 2 X 6 2 X 6 X 18" 20 18 16 w/(2)1/4"DIA.x 2-1/4" F D_ W - '4)N 5.SPACE#14 @1"MIN.#12 @3/4"MIN AND 2 X 7 2 X 7 X 20" TOP VIEW MASONRY ANCHOR Z O 24 20 18 (TAPCON OR EQUAL) U a #10#5/8"MIN 2 X 8 2 X 8 X 22" 28 24 20 6.CUT TOP OF SMB TO FIT TIGHT ALONG 2 X 9 2 X 9 X 24" 34 26 22 VERT JOINT. 2 X 9 X.310 '2 X 10 X 26" 42 32 24 �� DETAIL"I-I"CABLE CONNECTION DESIGN DATE: 02/17/2020 7.DRAWING ARE N.T.S. DETAIL L"CORNER CONNECTION 2 X 10 2 X 10 X 26" 52 40 28 SCALE: NTS AT FOUNDATION SCALE:NTS REVISION 1: DATE REVISION 2: DATE PAGE: DETAIL"K"GUSSET CONNECTION DRAWN BY: KT SCALE:NTS SCALE: NTS SMB PER PLAN 1111/ /7 I/8'X7'X2'XSURFACE LENGTH ANGLE E/S �� O`' '• ,J/�/�AA��i O FASTEN ANGLE LEG TO CARRIER BEAM I X2 R H ANGLE LEG W/#14X9/16"SMS TH THROUGH , (FOR SCREEN IN SIMILAR MANNER-SEE TABLE S-1 FOR INTO BEAM-FASTEN ANGLE LEG B SMB % W ATTACHMENT) LL Q-•• _Z;• O O O• Ct N EXISTING RAFTER 1X2 FASTENER QUANTITY. OR TRUSS (FOR SCREEN = :Z O w = O O O ( #14x1/2'S.M.S.W/INTEGRAL 3/4"0 ATTACHMENT) I X2 (FOR SCREEN O ( WASHER AND NEOPRENE GASKET ATTACHMENT) C) 0O @ 1T O.C.,TOP&BOTTOM O �/:. a SMBSIZE QTY SMB PER PLAN ��' � 4 -AA N EXTRUDED OR BRAKE-FORMED ROOF HEADER p p - 2X4 0 g ��V�•'• U O OR RECEIVING CHANNEL(0.044"MIN.THICKNESS) is 2X5 0 4 a 0 0 �� zi SECURE FASCIA TO EACH WITH MIN.1-1/2'BEARING LEG. 0 0 0 0 sP 2X6 RAFTER TAIL W/(1)1/4"0 x 4" 0 0 0 0 2X7 ~ LONG PAN HEAD LAG SCREWSSCR � P- - O O 77/// //111 11111\\\\\\\ U (1)1/4"OxTLAG EW@24"O.C. w BEFORE ATTACHING REC.CHANNEL ENTIRE LENGTH OF RECEIVING CHANNEL ¢ �� 2X8 w 8 a w o o /8'X2"X2"XSURFACE LENGTH ANGLE E/S O a FASTEN ANGLE LEG TO CARRIER BEAM 2X9W/#14X9/16"SMS THROUGH ANGLE LEG ROOF PANEL ATTACHMENT- WOOD FRAME 2X10 10 INTO BEAM-FASTEN ANGLE LEG TO SMB U N END VIEW NTS END VIEW NTS IN SIMILAR MANNER-SEE TABLE S-I FOR SCALE: N.T.S. TABLE S-) - FASTENER QUANTITY, J O SMB TO CARRIER SCREWS M BEAM TO BEAM CONNECTION Z Z < E U w SCALE:N.T.S. z 5 9 U U 1"xSx7'WIDTH EXTRUDED GUTTER BRACKET o U #14x4"S.M.S.w/1-1/4"0 FENDER WASHER (THICKNESS OF LEG @ C.B.SCREW SHALL BE W J O O) (2)3/8"DIA.MACHINE AND NEO-PRENE GASKET @ 17'O.C. 0.125"MIN.,LONG LEG SHALL BE 0.077'MIN.) J O BOLTS THRU CARRIER @ EACH BEAM w/(2)#12x3/4"SMS @ 1"SPACING W < u- Lo .� CARRIER BEAM BEAM&POST #12 X 9/16"W/5/8"NEO-WASHER INTO GUTTER LIP. (2)#14 SMS OT TEK SCREWS @1 GIRT FASTENED INTERNALLY AT EACH END J PER PLAN (3)PER PAN FOR PANS SPACING @ EACH GUTTER BRACKET&(1)@18"O.C. w/#10x1.5"EACH SCREW GROOVE.FASTEN Z r a) MAX.(SEE NOTE) TO BEAM w/7k7•k1/8"ANGLE(2)#12 SMS W O U) NOTE: 1"xSk3"WIDTH EXTRUDED GUTTER BRACKET INTO BEAM&(2)#l0xl.5THRU ANGLE INTO /11 (if) 3X3 OR 4X4FOR BEAMS ABOVE 2x8 INSTALL (THICKNESS OF LEG @ LE4G SMS L OR TEK SHALL B.) GUTTER WHERE NO GIRT IS PRESENT,ATTACH `J ROOF PER PLAN 0.125"MIN.,LONG LEG SHALL BE 0.077'MIN.) C •t,^� POST PER PLAN GUTTER BRACE AT MIDPOINT BETWEEN BEAMS& ANGLE DIRECTLY GUTTER C INCLUDE 7'GUTTER BRACE AT EACH BEAM LOCATION @ 24"O.C.w/(2)#12x3/4"SMS @ 1"SPACING Z 0 c- INTO GUTTER LIP.(2)#14 SMS OR TEK @ 1,' J CAGE *FOR 2X9 AND 2X10 SPACING @ EACH GUTTER BRACKET (2)3/8"THRU-BOLT BEAM USE#14 INTO BEAM &(1)@ 18"O.C.MAX. BEAM TO POST CONNECTION #1 THRU CARRIER BEAM STRUC. &(3) TAPCON INTO HOST 2-1/4"MIN. 'FOR 2X I AND 2XM &POSTS GUTTER ROOF PER PLAN USE#14 INTO BEAM DETAIL SCALE: N.T.S. GIRT FASTENED INTERNALLY AT EACH END CAGE &(3)1/4"TAPCON U w/#10x1.5"EACH SCREW GROOVE.FASTEN BEAM INTO HOST 2-1/4"MIN. TO BEAM w/25<25<1/8"ANGLE(2)#12 SMS I- INTO BEAM&(2)#10x1.5 THRU ANGLE INTO #14x4"S.M.S.w/1-1/4"0 FENDER WASHER a r 00 (2)3/8"DIA.MACHINE POST GUTTER WHERE NO GIRT IS PRESENT,ATTACH AND NEO-PRENE GASKET @12'O.C. z)stz sns m BOLTS THRU CARRIER 3X3 OR 4X4 JSIDE VIEW ANGLE DIRECTLY TO GUTTER 5 OR 7 IN. CARRIER BEAM BEAM&POST POST PER PLAN STRUCTURAL aw C) PER PLAN FOR BEAM OVER 2x5 GUTTER 0d FOR BEAM OVER 2x5 .044 RECEIVING CHANNEL FASTEN .044 RECEIVING CHANNEL FASTEN TO STRUCTURAL GUTTER CARRIER BEAM TO STRUCTURAL GUTTER (.4 3X3 OR 4X4 INTERNALLY w/(2)#12 SMS PER PLAN SIDE VIEW INTERNALLY w/(2)#12 SMS POST PER PLAN ALTERNATELY 2x2x1/8"ANGLE ALTERNATELY 2x2x1/8"ANGLE BELOW GIRT,(2)#14 SMS INTO BELOW GIRT,(2)#14 SMS INTO O BEAM&(2)#12 SMS INTO GUTTER BEAM&(2)#12 SMS INTO GUTTER z BEAM TO POST CONNECTION #2 ROOF PANEL TO CARRIER BEAM W/ GUTTER + ROOF BEAM BEAM TO CARRIER BEAM W/ GUTTER + SOLID ROOF F- DETAIL SCALE: N.T.S. CONNECTION SCALE: N.T.S. CONNECTION SCALE: N.T.S. 0w O i a (4)3/8'X4"TAPCON THRU (2)3/8"DIA.X 4"LDT BOTTOM LEG OF ANGLE EACH SIDE TYP-. INTO CONC. 1 (4)1/45<3'TAPCON THRU BOTTOM LEG OF ANGLE (2)3/8"DIA.EXPANSION BOLTS ® INTO CONC r FEE NOTE 1 THIS PAGE PLACEMENT ® ® FOR BOLT 33/4"FROM EDGE 3-3/4"FROM EDGE 3-3/4"FROM EDG 1 OF SLAB OF SLAB(TYP.) OF SLAB(TYP.) ® 2°FROM EDGE 2"FROM ED T FROM E OF SLAB• 0 OF SLAB' OF SLAB Z TOP VIEW TOP VIEW TOP VIEW ~ (3)#12X3/4" TOP VIEW U J THROUGH AN Q INTO POST TYP. (3)#12 X 3/4"THROUGH AN EACH SIDE 4'X4"POST 3'X3"POST Z (3)if 12X3/4" X 3/4" (SEE PAGE-2 (SEE PAGE-2 INTO POST TYP.EACH SIDE 4'X4"POST THROUGH POS FOR SIZE) (3)#12 X 3/4"THROUGH POS FOR SIZE) W J (SEE PAGE-2 INTO ANGLE TYP. 1/8'k7'xn33/4" INTO ANGLE TYP.EACH SIDE 3 I/9V'x3^ (2)3/8"DIA.X 4"WT FOR SIZE) EACH SIDE (LENGTH)ANGLE (LENGTH)ANGLE "x3"POST V (4)1/4'X3"TAPCON INTERNAL) (SEE PAGE-2 O _ EACH SIDE TY (4)3/8"x4"TAPCON (INTERNAL) ( (2)3/8"DIA.EXPANSION BOLT FOR SIZE) W Q 7k4'k0.125 ANGLE THRU BOTTOM LEG THRU BOTTOM LEG SEE NOTE#1 THIS PAGE O _ OF ANGLE INTO CO OF ANGLE INTO CO FOR BOLT PLACEMENT 3"x33.125 ANGLE m o Q } • z O 3000 PSI CONC. 3000 PSI CONC. 3000 PSI CONC. 3000 PSI CONC. ° O 0 SLAB/FIG. ,a SLAB/FIG. SLAB/FIG. 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