The URL can be used to link to this page

BCP2011-07086LL 0 Development & Neighborhood Services Department ate 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 562 -4567 Fax: (727) 562 -4576 www.myclearwater.com BUILDING PERMIT APPLICATION PROJECT LOCATION PARCEL NUMBER On / oc`7 PROJECT /JOB NAME PROJECT ADDRESS `'I o`J`� �,Q BUSINESS NAME LEGAL DESCRIPTION OF PROPERTY / U /9(59:50 COPP (� f'1C�l.r`r� �e ZIP PHONE I �7 Va.► -� , �� L. d :0, z 0 n N c° Z Z IV rn M 0 O D C' z�0� M-4= h �q_ra PROPERTY OWNER NAME n PROPERTY OWNER ADDRESS aJ-! hL)A �-► . o (must have phone /r CITY 0 2,8LA t STATE I✓r ZIP D number) v PHONE /aAq FAX 41.4 N 00 � NAME D ARCHITECT/ ADDRESS 9,Q(gJ M Ui�i,Ce.. 71c1L a�S ENGINEER CITY�.Qrn STATE ZIP 3 S PHONE _�A' r) r ')3 - FAX (aq''7S (I - 8q aq Office Only E -mail: NAME OF COMPANY US -em COn7�Yrrc7�i n[v LIC. HOLDER (, `7JAk PHONE 3)3-(A�0 -CA3I CONTRACTOR ADDRESS SQ /3 V&7-lurt. Crxl-e FAX 813 -(a 2!c - So7S (please print clearly) CITY -Ta—rnnA. STATE &'?w STATE LICENSE IQ ssbny? PCCLB # = _ C,6e Qs Contractor E -mail: I n-10 -A (M hmsLr,t ns.. COP t_ 1V�1 C Contact for this project e- mail: c EXISTING BUILDING USE PROPOSED BUILDING USE r, C NUMBER OF STORIES BUILDING HEIGHT NUMBER OF UNITS c GENERAL PROPERTY CONSTRUCTION TYPE: I II III IV V VI; P OR U INFORMATION SQUARE FOOTAGE: LIVING COMMERCIAL ---��' GARAGE /CARPORT OTHER TOTAL --- -�' Office Only PLEASEF /LL OUTBACKPAGE -APPL /CAT /ONMUSTBECOMPLETE IF FAX PERMIT, PLEASE ENTER PROPERTY ADDRESS HERE: PROJECT DESCRIPTION: NATURE &BUILDING %ELECTRIC OPLUMBING OF WORK ECHANICAL CIGAS OFIRE (CHECK CROOFING OENGINEERING OLAND RESOURCES ALL THAT OLANDSCAPING OUTILITIES ONEAR WETLANDS APPLY) ❑TRAFFIC OPERATIONS LCLEARING & GRUBBING OTHER TYPE OF WORK: 4EW DADDITION EIREMODEL CREPAIR ❑DEMOLITION CIOTHER VALUATION: $ %O, :7 (THIS MUST BE FILLED IN, PLEASE PRINT CLEARLY) BOARD REVIEW REQUIRED: C DRC DATE: CASE (circle one): FL OR FLS # OCDB DATE: CAPPROVED a.-.€DENIED Anyone planning to do excavation work, must notify the one -call "CALL SUNSHINE" Notification Center at 1- 800 - 432 -4770 prior to any excavation work being done, in order to prevent underground damage. Federal D.O.T. Regulation Part 192, Sections 192.614 and 192.707. Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. CERTIFICATION: I HAVE COMPLIED WITH ALL THE FEDERAL, STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFICATION OF THE PROPER AUTHORITIES OF THE PROPOSED DEMOLITION AND RENOVATION PROJECTS. 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I am aware of Florida and Federal Accessibility Codes, and I certify that I have met the requirements of both. I certify that, this application together with any plans submitted is accurate and represents all work being done at this time. All work will be done in compliance with all applicable laws regulating construction and zoning and if not I realize I am responsible for the removal of any construction in violation of these laws or regulations. Any deviation from information submitted, unless approved by the Building Official will render this permit null and void. IS THIS APPLICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES_NO_ PAYM =NT METHOD: 11 CASH DCHECK CREDIT CARD - If paying by credit card include authorization form. (AZI I'l 14 A, _A�&'VrK_'4 'A - ignature ofLicense Ho/ erORA&hol&ed Personnel f. Please Pnnt Name Here / Tide in Finn or Homeowner ►� rw��i� = ':� I � I #: 2011165532 BK: 17283 PG: 1622, 06/22/2011 at 01:22 PM, RECORDING 1 PAGES $10.00 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDMC8 !-,A TE OF FLORIDA- PINFLI_AS ,DUN I r' I hereby certify that thetoregoeug is a, hua *r� copy as recorded in the offici2l records of ' Pinellas County, NOTICE OF COM MNCEMENT S l % Thig�day 4(,a� KEN BUR _ 1k�`'- � :;lark of Cir Ool�d PermbNo. Tax Folio No. Q ! j - n q - L6 — g ,an Sl o bb — 001 Deputy Clerk _. THE UNDERSIGNED hereby Fm notice that ' ven=ts will be made to eertam real �W'o Propar4Y, and its acoor+danee with Section 713.13 of the Florida Statuus, the following information is provided in thin NOTICE OF COMMENCEMENT. 1.Destaipdon of property (Agaf a) Street (job) Address: 2.General description of improve (J,r,P 3.0wner Ini xwation Q� a) Name and address: A n N to a n D4rxq jL . Luo 9i—.I' eAr 1 ha m Dr C l L.) b) Name and address of fee simple titleholder (if otherflum owns) n / a S S 9 b S c) Interest in property Fee Simple CoatruWrInfonnation (Ronald W. arson a)Nameandaddress:Tropical Pools and Pavers,LLC PO BOX 17864AC1wrFL33762 b) Tekpboae No.: 727-474-2142 Fax No. (Opt.) 7 ;-1— 4%4 — 5.Surety Information a) Name and address: N % A b) Amount of Bond: N A c) Telephone No.: N / A Pax No. (Opt) N - A 61 Mder a) Name and address: _ NI A Phone No. MIA 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: N/A Fax No. (Opt) N A S.In addition to himself, owner designates the following person to receive a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: N/A b) TelephoneNo.: _ N/A Fax No. (Opt) N A 9XNpiration date of Notice of Commencement (the expiration date is one year from the data of recording union a different date Is specified): N.1 A 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. srATZOFFLORIDA �!aYP•�' LAURA L DAVIS COVM OF PVGMa B MY COMMISSION # EE06684 EXPIRES February 22, 2015 (407) 39,v-'-, :3 FlorltlallotaryServlce.com The foregoing instrument was acknowledged before me this day of 3 V t� . 20 11 . by R nhkVft-r. -ba nS as b W r\ (type of authority, e.g. officer, trustee, attorney in fad) for 4"L It (name of pbehalf of whom instrument was executed). Personally Known----OR Produced Identification Notary. S' (1A LA k CA J� ^ s Type of Identification Produced Name (print) r 0. L - a y -s Verification pursuant to Section 92.525, Florida Statutes. U the facts stated in it (an U JUL 0 7 2011 go&OPMENT SERVICES OITY j Cl�AFWVA OR _adetpenalties of perjury, I declare that I have read the foregoing and that ¢ belief. lggletute ofNawW " 925 EARLHAM DR BCP2011 -07086 DEPT POOL ENCLOSURE DANG,ANHTUAN Zoning: Atlas #: 281A S OTOO 44 W so-do lzar=' CAM I X-763. 18,2010 -7. 7- 1EXYMIG FAST5-. ccbi'(CN pjui'ER'i'X ITS OF =5 -7, & 3, SEII4G s cEv2u= ul).- ?v-1 =ss-az MMI'A' IIC- wl mWicy-al am!pm4Tla7• gli TjmM 44aiCrf LM., L.C. cazqA,u T= CMMFMIZ oa'll3'-ll A1�i. -V =- DOG r, ey FCUSE L:7,= 71,o0.4 ELL-V--29.55'. Lu EElqCRQ-m-- '4*rcs •ym CF S;NITAR-- KIM= 1= %G.R= I151VE a WX72, ELE✓ATIU4 - 30-57'- N-z.V.D. 29..- "d j., a -46 4 WAIX 21 cms 7Q71'co) EARL-RAA-,f )DRIVE so'---POW co(/&;'Cy tSEMS, ACaM.ING TO MIS MP 1�1& -As X� 31 D-ESCFt�T-- T= 9, T mm pazms'. PLAT qpot 135, IIA42S 4S. A 4 6, 'PUEaC �Z Or PnQE� 0� q aM Wr �, VX= USTA= PS r%ESC3021M Zq O-R- BOW b-71 6, YA= 1390 uauxa 139S. vaiuc REalws OF --Rq=iw cazrmr, ylksnA. 29 16 puquA!S� Ta"SHtp S. RANGE E, —commEtam; VFr0$ W M.0 MN W P., hcRcm� JO l�VQZrrokIDrMA • dam ccN =MO M'qT IL 1-r =M SMNE!r (kO==Ckj) 3_2_10 Ma-ZARy URVE- (ffiZL) 4-2-519 C red 7 i R PL BY_ A F. DAiE- no m C 0 T Lc JUL . 0 7 2011 ENT T= DEPT A /17 'o7 111 n0 I o' t;m &/M zFam '7' sm4wr (Y. av Aw 1= ";r O.R. BOOK 16719 k-0 w PAGF-s 1:330-1335 m ff Ocn5i-z ±2' L Z= m is, FEW--- a MkTmmmg=,- lzar=' CAM I X-763. 18,2010 -7. 7- 1EXYMIG FAST5-. ccbi'(CN pjui'ER'i'X ITS OF =5 -7, & 3, SEII4G s cEv2u= ul).- ?v-1 =ss-az MMI'A' IIC- wl mWicy-al am!pm4Tla7• gli TjmM 44aiCrf LM., L.C. cazqA,u T= CMMFMIZ oa'll3'-ll A1�i. -V =- DOG r, ey FCUSE L:7,= 71,o0.4 ELL-V--29.55'. Lu EElqCRQ-m-- '4*rcs •ym CF S;NITAR-- KIM= 1= %G.R= I151VE a WX72, ELE✓ATIU4 - 30-57'- N-z.V.D. 29..- "d j., a -46 4 WAIX 21 cms 7Q71'co) EARL-RAA-,f )DRIVE so'---POW co(/&;'Cy tSEMS, ACaM.ING TO MIS MP 1�1& -As X� 31 D-ESCFt�T-- T= 9, T mm pazms'. PLAT qpot 135, IIA42S 4S. A 4 6, 'PUEaC �Z Or PnQE� 0� q aM Wr �, VX= USTA= PS r%ESC3021M Zq O-R- BOW b-71 6, YA= 1390 uauxa 139S. vaiuc REalws OF --Rq=iw cazrmr, ylksnA. 29 16 puquA!S� Ta"SHtp S. RANGE E, —commEtam; VFr0$ W M.0 MN W P., hcRcm� JO l�VQZrrokIDrMA • dam ccN =MO M'qT IL 1-r =M SMNE!r (kO==Ckj) 3_2_10 Ma-ZARy URVE- (ffiZL) 4-2-519 C red 7 i R PL BY_ A F. DAiE- no m C 0 T Lc JUL . 0 7 2011 ENT T= DEPT A /17 'o7 111 n0 3 (PC) 1- iAR7SNORN CUSTOM CONTRACTING ^' -' .... ...... CUSTOM ENCLOSURES wwvv.hccscreens.cem Licsll�;: ,p t;GC?'.0 i tit? �r 8813 Ventura Cove 4 Tampa. FL 33637 Ph: (813) 620-0931 - Fax. (813) 626-5075 SOLD TO: Tropical Pools PHONE: DATE 6/23/2011 ADDRESS. CITY ZIP NSTALLTION ADDRESS: 925 Earlham Dr CITY Clearwater ZIP PROPERTY OWNER: Dang PHONE Loft -- / r ACCORDING TO FLORIDAS CONSTRUCTION LIEN LAW (SECTIONS 713.001 - 713.37, FLORIDA STATUTES) THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALSAND SERVICESANDARE NOT PAID IN FULL HAVEARIGHTTO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIAL SUPPLIERS THOSE PEOPLE MAY LOOK TO YOUR ®PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR ' ` CONTRACTOR, YOUR CONTRACTOR YOUR CONTRACTOR MAYALSO HAVEALIEN ON YOUR PROPERTY. THIS MEANS THAT IFA V LIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINSTYOUR WILL TO PAY FOR LABOR, MATERIALS OR OTHER SERVICES O THATYOUR CONTRACTOR OR SUBCONTRACTOR MAYHAVE FAILEDTO PAY. TO PROTECTYOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROMANY PERSON OR COMPANYTHATHAS PROVIDED TO YOUA "NOTICE TO OWNER." FLORIDA'S rTl CONSTRUCTION LIEN LAW ISCOMPLEXANDITIS RECOMMENDED THATYOUCONSULTANATTORNEY FwHj Ri_A. C,.0.7. JQBS - . 7EP7Si !TEQWRID A aIJFVEY SHEET OH YLDT PLAN AND GGh7PLE TE LtGAL DE° RIPT70N IS RE gIfIRF.Q O 44.t , °O �L 4NQ PATIO ENCLOSURES..AN e CHANCES AFTER FINA",MEASUREMENTS WILL EE CHARGED ACCORDINGLY. MATERIAL AND IWORKMAN311I£' GUARA14 rc.,'e7 FOR 1 YEAR, SECTION 50 t.G25. rLORIJA STATUTES, jCONSUME.R PRC-ECTION) PROVIDES THAT "...THE BUYER HAS THE RIGHT To CANCELA HOME SOLICITATION SALE UNTIL MIDNIGHT OF THE THIRD EIJSINESS DAY AFTER rHE D::f ON 'WHICii THE BUYER SIGNS AN AGREEMENr...- VWE HAVE READ THE FOREGOING PROPOSED CONTRACT AND ACCEPT THE SAME ON THE TERMS AND CONDITIONS PRINTED ABOVE. Purchaser: HCC Encla! 925 EARLHAM DR BCP2011 -07086 POOL ENCLOSURE DANG,ANHTUAN Zoning: Atlas #: 281A This price is based on dimensions shown in the above sketch Frame Color Wall Height RTM: Roof Type Screen Type Doors: 10 FT RTI: 1/2 Mansard /Flat Regular Screen 2 Insulated Roof Columns: 1 Chair Rail Kick Plate Gutters Tear Out 248 SOFT Fan Beams 2 YES 5 inch Supergutter NO Permit: Lot: Subdivision; Comments Pinellas County Block: STAINLESS STEEL FASTENERS ACCORDING TO FLORIDAS CONSTRUCTION LIEN LAW (SECTIONS 713.001 - 713.37, FLORIDA STATUTES) THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALSAND SERVICESANDARE NOT PAID IN FULL HAVEARIGHTTO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS OR MATERIAL SUPPLIERS THOSE PEOPLE MAY LOOK TO YOUR ®PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR ' ` CONTRACTOR, YOUR CONTRACTOR YOUR CONTRACTOR MAYALSO HAVEALIEN ON YOUR PROPERTY. THIS MEANS THAT IFA V LIEN IS FILED YOUR PROPERTY COULD BE SOLDAGAINSTYOUR WILL TO PAY FOR LABOR, MATERIALS OR OTHER SERVICES O THATYOUR CONTRACTOR OR SUBCONTRACTOR MAYHAVE FAILEDTO PAY. TO PROTECTYOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROMANY PERSON OR COMPANYTHATHAS PROVIDED TO YOUA "NOTICE TO OWNER." FLORIDA'S rTl CONSTRUCTION LIEN LAW ISCOMPLEXANDITIS RECOMMENDED THATYOUCONSULTANATTORNEY FwHj Ri_A. C,.0.7. JQBS - . 7EP7Si !TEQWRID A aIJFVEY SHEET OH YLDT PLAN AND GGh7PLE TE LtGAL DE° RIPT70N IS RE gIfIRF.Q O 44.t , °O �L 4NQ PATIO ENCLOSURES..AN e CHANCES AFTER FINA",MEASUREMENTS WILL EE CHARGED ACCORDINGLY. MATERIAL AND IWORKMAN311I£' GUARA14 rc.,'e7 FOR 1 YEAR, SECTION 50 t.G25. rLORIJA STATUTES, jCONSUME.R PRC-ECTION) PROVIDES THAT "...THE BUYER HAS THE RIGHT To CANCELA HOME SOLICITATION SALE UNTIL MIDNIGHT OF THE THIRD EIJSINESS DAY AFTER rHE D::f ON 'WHICii THE BUYER SIGNS AN AGREEMENr...- VWE HAVE READ THE FOREGOING PROPOSED CONTRACT AND ACCEPT THE SAME ON THE TERMS AND CONDITIONS PRINTED ABOVE. Purchaser: HCC Encla! 925 EARLHAM DR BCP2011 -07086 POOL ENCLOSURE DANG,ANHTUAN Zoning: Atlas #: 281A This price is based on dimensions shown in the above sketch �� ' " C❑DES� Door Location Note� �� '� �� • 2007 Florida Building Code with 2009 suppler,ents, 1. Do not Move or reMOVe a coluMn to install NOTES: �� .••••.� �/ ��m . ASCE 7-OS, MiniMUM Design Loads For Buildings and other Structures doorway 1. SPANS BASED UPON CALCULATIONS PERFORMEO ��Q�. .� � (for Wind Load Desi n �nl >, 2, Contractor MQy locate a door between any BY ENGINEER. �h o � LL b • � 9 y two colur,ns 2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS . Z• � d� � O+�a , Building Code RequireMents for Reinforced Concrete • (y • G3 � � Q 3, See door de tai ls on det ail sheet S H O W N A R E O.C. W I T H O U T W R I T T E N A P P R OVA L • <ACI 318-05) Speci�ications for Structural Concrete for Buildings � ' _ - • (ACI 301-89) Building Code RequireMents for Masonry Structures FROM ENGINEER. ADDITIONAL COLUMNS CAN BE � � : W � � � � • Structure is rated for up to 123 r�ph ADDED OR SPACING/SPANS REDUCED WITH NO :7 : v �°� • DEFLECTION� V80, ADVERSE AFFECT. � �.'. �� • Structure Loadin Pressure� 3. BEAM AND COLUMN SIZES CAN BE INCREASED IN o c,�6°.� �.' � g SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. �� . .• > �� •• Horizontal Cwinward/leeward) = 15 PSF / 13 PSF Max, � �j • • 0 < � •• Vertiacal Cscreen/solid) = 4 PSF / 13 PSF Max, SIZES SHOWN ARE MINIMUMS. °� f�! W • WIND EXPOSURE CATEG❑RIES B; Iw = 0,77 4. ATTACH 1X2 EVERY 36" O.C. MAX. SPACING ��ss�ee y �o• � • Interior Pressure = 10 PSF Max <screen connection failure point) 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. • Structure designed for use with 20x20 r�ax r�esh density � WITH #10 TEK SCREWS. T 6. RISER WALLS TO BE ADJUSTED TO FIT FIELD �x LL m o o� o ° ��¢z a �UO-> CONDITIONS. aQ..w<3o�f ? N 7. IF SUPERGUTTER IS USED, CONTRACTOR TO �o��w N�� T � ADJUST BEAM LENGTH TO ACCOMODATE BUT IS ��wso�=? o � o�� a'�� N 2"x6" S.M. BEAM � NOT ALLOWED TO REDUCE BEAM SIZE. w°�=wgwwo . w 2"x5" S.M. BEAM WEg THICKNESS: 0.050" 2x2xA30 WEB THICKNESS: 0.050° FLANGE THICKNESS: 0.120" =o��~WkWU U o cYiEO<o3¢ � p FLANGE THICKNESS: 0.116" AREA: 1.0216 SQ.IN. a� a a �w>_"-°" AREA: 0.917 SQ.IN. MOMENT OF INTERIA: 5.6592 6� � MOMENT OF INTERIA: 3.6435 SECTION OF MODULUS: 1.92 �.,` SECTION OF MODULUS: 1.38 RADIUS OF GYRATION: 2.3536 ��4� 2x3 v RADIUS OF GYRATION: 1.9929 ALLOWABLE Fy(THOUSAND): 10 � �• ALLOWABLE Fy(THOUSAND): 10 A�LOY 6005 � ,v � ALLOY 6063-T6 2��x�� S.M. BEAM ZX2 WINDBRACING CTYP � � � � .� �° •� � m� W E B T H I C K N E S S: 0.0 5 5" � � � � � y "• �m FLANGE THICKNESS: 0.220" �� + � _< AREA: 1.452 SQ.IN. � a LL MOMENT OF INTERIA: 10.918 � �� ~ d SECTION OF MODULUS: 2.375 �F � C � °" d �� RADIUS OF GYRATION: 0.780 � � W t ;LL ALLOWABLE Fy(THOUSAND): 11.3 `�� fi y L 3� ALLOY 6005 � �� \, p +- „a �� 1"x2"x0.44" OPEN BACK 2i7� � � `1 ' ��. � v WEB THICKNESS: 0.044" . ••�•�• ••�'�. ••� � . . • . . • . . �. � �Ct, FLANGE THICKNESS: 0.044" �� ' ' � �� '� aREa: 0.24 so.iN. INSULATED: � � MOMENT OF INTERIA: 0.14 �D�F.. . .. �� ;�� SECTION OF MODULUS: 0.18 �,p�p ��,p�p �,psp 2x�,psp 2x�.�p 2x4x,pM1S �v '� ALLOY 6005 • • . . 2"x2"x0.44" HOLLOW • • ' ^ ^ ^ ^ �`'�-- � WEB THICKNESS: 0.044�� :� 3x3:� .:� � FLANGE THICKNESS: 0.044" ','.P❑ST.•• ••' � � ^� ^� nU Z AREA: 0.434 SQ.IN. � , ,• , �� {�s � � Q MOMENT OF INTERIA: 0.245 � �p Q SECTION OF MODULUS: 0.024 . s � �"' RADIUS OF GYRATION: 0.753 ' ' ' ' ' � � n n �`J'U � � ALLOWABLE Fy(THOUSAND): 13.2 • • � � � � y t �p Z J ALLOY 6005 ' • ' ' � � J � g 2"x3"x.045" HOLLOW , ' , ' , '�, � a � � � � '��'� � � 2x4xA43 �t 1 O � L a v � � W � � WEB THICKNESS: 0.045" � � � FLANGE THICKNESS: 0.045" :�. � � � M a W � U AREA: 0.52 SQ.IN. '" � � � � � a � d � MOMENT OF INTERIA: 0.624 • � � � � U� U N SECTION OF MODULUS: 0.383 • • • RADIUS OF GYRATION: 0.830 ALLOWABLE Fy(THOUSAND): 13.3 � _ a ALLOY 6063-T6 � (� � � � Rry � � 2"x4" S.M. BEAM q � � e�j � � U � WEB THICKNESS: 0.045" �`� Xf FLANGE THICKNESS: 0.10" a � � � � a 10� �� 7 AREA: 0.7822 SQ.IN. �x,p3p 2x�.�p 2x�,aSp 2x2x,psp �C,psp 2x2x,psp ZO�� MOMENT OF INTERIA: 2.002 SECTION OF MODULUS: 0.935 DEI/ELOPMENTSERVICF$Q�' E RADIUS OF GYRATION: 1.5598 �'X2" ALLOWABLE Fy(THOUSAND): 10 C'��WATER E 1 ALLOY 6005 0 � MITER SPLICES SHOWN FOR MANSARD SPLICES, IDENTICAL ��4��10, Z��X3�� Of 3��XZ�� SPECIFICATIONS FOR GABLE ANO/OR STRAIGHT BEAM SPLICES. �a� � � � ;� .L..x.Z» C 2��x2>. �� o�'�'°��N,�� a � SPUCE PLATE ALLOY: ,��;��•� �'/� ° � v�►z Z � 6o61T6 OR 5052H32 �. �� LL b°�' '�-o i � ¢ � i � � ��= go MAXIMUM ANGLE FOR MANSARD 39' . � ts7 �x c hin a nintc c : w iC! Q� a � N �° F` I I N � MAXIMUM ANGLE FOR GABLES 45' � � � 7 X C U X 7 �� Z �'� 'v� �O � � • � N > N � W INTERNAL °�� Q O f-� SPLICE PIATE � • •! �� chair rail � chair rai! chair rail W m 39 ,,��j •'••f�••'• �� W �(/ Q� X =� I��O � ' ,,� U : 0� ♦ 1"x2" N 1"x2" 1"x2" 1"x2" �� r 1"x2" aw �wLLm'�'J� � o Door Detail — Option 1 Door Detail — Option 2 � y�wi��z � a Centered between Columns Door Adjacent to Column � �o°w�o��s = y 0 oor Notes: �'zwgLLNZ� N � °oQ_c� o 1. Number of Hinges: '3 T°Z °Wm��¢aza W 1.1. Wind Speed <120 mph — min. 2 points �oo��K�� o ��oao�� o z 1.2. 'Nind Speed =>120 mph — min. 3 points Z�"°a o 2.Hinge Locations: " � �w>_„_o=y 2.1.Top & Bottom — 8�� to 1 8�� from end of door SCREW POSITIONS NEAR MITER JOINT MAY BE ADJUSTED 2.2.Remainin t0 be evenl s aced between To qf1Cl BOttOm hifl 2S TO ACCOMODATE PURLIN, SPACE BETWEEN FASTENERS LENGTH OF PLATE PER TABLE g y p P g ALONG MITER JOINT MAY 1}" TO 2", MAINTAIN MAXIMUM 14 SMS TYP. fi 2.3.Hinges can be installed on either side of door, field locate DISTANCES BETWEEN SCREWS. # v �� 3.FC7St2t18rS: EDGE DiSTANCE FOR SCREWS: �" 3.�.#�4-X�� SCt'2WS MINIMUM SCREW SPACING: �" � � 3.2.Min. 3 each to attach hinges to structure cnd door m« 4.Door to swin ourward unless noted otherwise O ,C P g MITER SPLICER TABLE � ti � m� 5.Left or Right swing does nat alter structuroi integrity of coge or door FASTENER FASTENER '� � �" BEAM THICKNESS LENGTH HEIGHT �14 SHS PER TOTAL #14 SMS SPACES # OF SPACES #�F � � �`y� =Q SIDE PER END PER SPLICE SPACES SPACES = a,� SCREEN NOTE� IF SNAP IS USED, H�RIZONTAL VERTICAL Q O •a, 2X51(O,OSOX0,120 SMB 0'-0 1/8' 1'-4' 0'-5 1/4' 12 48 3 3 'N �� c N❑T SCREWS ARE REQUIP.�D, '�xexo.osoxo,i2o sMa a�-o iia• t�-a• a�-s va• ia s6 3 3 � bA @j a N USE #10 X 1-1/2' S,M.S, �x�xo.ossxo.izo sr+s o�-o iia• i�-a• 0'-6 I/4• ia se 3 3 U rfi\ m ;^ @ 2�{' ❑�C. MAX, ?X8X0,072X0,224 SMB 0'-0 3/16' 1'-6' 0'-7 1/4' 16 64 4 3 ^� t TLL 2X9X0.082X0,306 SMH 0'-0 3/16' 1'-6' 0'-8 L/4' 18 72 4 4 � ` � 3� 1' X 2' ❑PEN BACK 2XIOX0.092X0.389 SMB 0'-0 1/4' 1'-8' 0'-9' 22 88 4 e � _ ALUMINUM EXTRUSI❑N 0 � g° ❑R SNAP � v 2' X 2' ALUMINUM POST EXTRUSION ❑R SNAP (2) #12�'a�� SMS (2) #12x3/a�� SMS RS � thru argle into post thru angle into post � �� 2 "xl�" L ch side of post SCR EN 2"x2"�cY$" L each side of post ( o ts that support (Req'd on posts that support '� OTE: Use additional 2x2xY8 angle from post to main roof beams) NOTE: Use additional 2x2� angle from post to SCREEN R❑OM C❑RNER C NN TIQ�Pb for posts 2x4 and larger. Use Ya"x2-1/4" slab for posts 2x4 and iarger. Use Ya"x2-1/4" Quicksets or ' Tapcons' thru angle into slab. 'Quicksets' or ' Tapcons' thru angle into slab. � � (4) #10x2" SMS thru lx2 (4) #lOx2" SMS thru 1x2 Q base channel into internal base channel into internal 3 » �� 3" � 2" � screw bosses of column 2" � screw bosses of column �8 x(3 +paver MIN. � �"x3" wedge bolt MIN. 3/g"x3" wedge bolt MiN. thickness� r wedge boit J� LL a . 4 a � Q. � q paver � (n FINISHED GRADE � � FINISHED GRADE a a a O �y � J d � � Q NEW CONCRETE SLAB a . 4' MIN. �NEW OR EXISTING CONCRETE SLAB 4' MIN. o a a� � W . a Z a. a � a � ' � ° a : d W �O p f � d . .d J �A G! � . . �. °� . Q v U a � a . � V . � . a d a ° ° - �a � � O ° FOR NEW CONCREfE SLAB USE FIBERMESH CONCRETE MIX -�---� TO ELIMINATE REINFORCING 6X� BOX WIRE MESH 's (�� S }� �� !� . d � ' MIN - Lb �/ ��- �.i �_l l.� � (j � '�'�"'� �{ 8.' MIN,—� 1 REINFORCiNG STEEL OPTIONS: JUL'O l ZO�� INFORCING STEEL OPTIONS: * 1x #5 BAR (shown) or ■ 2X #a BARS TYPICAL POST COLUMN TO SLAB CONNEC * 1 x #5 BAR (shown) or E DEV�-�PME�lTSERVICESD�fi 2x #3 BARS T 2 CfiYOFq.EARVW►TEA o . ALTERNATE: (4) #10x2 SMS thru _ Purlins: (4) #8x9/6" SMS ; ; beam or post into internal screw �-_ � o (2 each side) ; ; bosses of purlin or chairrail -- _ w �Z i I -_ � Z ------------ , I -- �w-Z . . � _ _ (21 �8x/,� SMS ., I I�I �� C h a i rra i i: ---- - ' B EA M ' -- ----------------, I i t � � �=W� - ��wo 9 J N oz �one. each side) � V� � `--�� " � I C4) #lOX2 SMS INT� i, ^ o�'¢W Q � JYZ7 ' POST � �' INTEGRAL BOSS ��wo --------------- -- ------------ i :., � --------- � � � ' i °'�W I � -m=� � � i 2X_ smb I p I r > Q� F LL Chairrail or Purlin i � � � � W i � 1 —�"x2—g"x2" Aluminum clip —t�_ I I � �� ° � � attached to beam or post with (2) I � r #8x9/s.> SMS __�� I ��LLm - Z (8) #12X3/4" SMS ON EACH SIDE j � �� a w ; o J N V W ZZOQZ CI� Gp� goow�wozo 2 y Z O 2 N-N-H O I� / Y=-NZ W aO�2C7 � CHAIRRAIL/PURLIN CONNECTION NOTCH eonoM OF BEAM TO OVERLAP I �,+ °wmzN¢=w� N TO POSTf BEAM � W J`W°�w° .. W i, � ` '�oyoaa� � ° j o�oao3� '� i 2' X _ STRAP 2 EACH BEAM �`I---- I a� a ¢w>-"-�_� BEAM MAY BE SLOPING CONNECTION & AT EACH �� ' OR HORIZONAL HALF DISTANCE. �2� #lOx4�� SMS �., USE C2) ?t8 X �' 2' X 2' OR 1' X 2' S.M,S. PER STRAP v � � � � edge memeber or purlin L" .�, ., � L,` �'0 ;� �ss �� (12) #10x�" SMS >, � •� U �4 4oF jR � ' (4)#10x1 .5 SMS v ;, mm R R � s� � �" AI Plate (6063—T6) cut to fit O fi � a� 0��8 � � miter urlin to fit matin surface � �D F'y,y a p g � � @j �e � �+ W r >J o � ��, � � � ��i � a' ` 3�' O �4 X 2' SCREWS � 6 Q �" �a p AT 24' O,C. OR #10 � � � X 2' SCREWS AT � �o� � � �z• o.C. MIN. AND � J CONNECTION BETWEEN PURLIN AND BEAM � �,�, 2 AT EF�CH STRAP. a� � � a+ 2' X2' X .125 ANGLE EACH SIDE u� OF BEAM OR RECEIVING CHANNEL OPTiONAL BRACE CONNECTION DETAIL To increas° main beam spans (see charts� ccn also use detail shown below for equivalent results STANDARD SELF MATING BEAM C�NNECTI❑N d i-. O � O Z 2"x2"x.0.125" ANGLE EACH � O � � SIDE OF COLUMN FASTENEO 3`' STAINLESS STEEL BRAIDED � 2x_ SM WITH (4) �10�" SMS WIRE <1850 LB) (EACH ANGLE/EACH SIDE) J 0 LL '� '.`�'• CONCRETE SLAB Q � � J Q: SECONDARY CLIP FOR COLUMNS O� � Q_ 1" (MIN.) i�:."�:`...,.:ti GREATER THAN 2"XS" USE (4) #14 S�M�S. 2 ON ,•%;^o. •:.;;-��.` SIDE & 2 ON TOP ALSO <2) a � 3 W .(�'.';Q�`'. Z_}- •<::....,:.;. 3/8`xt--}" MIN. MASONRY ANCHOR To �' X 1-i/4' FENDER v.=,:..:: ;, • 'e • b. W (MIN.) :.�.,:. 0 FASTEN 2" WIDE tx2� lWGLE TO SLAB. WASHER ON EACH SIDE �F , e, : s � � � �' •�'• MIN. (2) �8xy� ON BACK OF COLUMN � � J FRAME MEMBER � a U� V a� a. SCREEN NOTE� IF SNAP IS USED, [� � ^ � NOT SCREWS ARE REQUIRED, /WIRET<1650 S B 3TEEL BRAIDED a _. USE #10 X 1-i/2' S.M.S. O ° 2 24' ❑.C, MAX. }"x3" CoNCR� SCREw 2a" o.C. 1' X 2' ❑PEN BACK � ALUMINUM EXTRUSIDN CDNCRETE SLAB � COLUMN CONNECTION DETAIL OR SNAP 2' X 2' A�UMINUM POST EXTRUSIDN OR SNAP SCREEN TOP C❑RNER CABLE CONNECTION ^ • O � ' �o ' � • ' S . ' ' 0 H v • • ca •� ' • ' E '0 � .� � . . � � • . . ,� . N 3 SCREEN R❑�M C�RNER C❑NNECTIDN � o , 2' X3' PATID ❑R2' 2' y��/1/1/ #10 XE lEl/2�S.M.SM WITH C2) `i�� o��, Q m B OA USE MINIMUM 1' X 3' X ,0625 ANGLE AND �e � ��/� �� FASTEN WITH C16) #14 X �'a' S,M.S, ��` �.•��'•�� Z z � ALTERNATE� USE GUSSET PLATE ��.' 6,'. -a SCREW PATTERN� C4> SCREWS IN UPPER FASTEN 1' X 2' TO �t�, • � Q• Q DIAG❑NAL, C2> SCREWS IN C❑LUMN AB❑VE COLUMN WI7H <2) sll0 X �. ; �C/ � O �� Z �,�, BEAM � � CHAIR RAIL C2> SCREWS IN CHAIR RAIL 1 3¢' S.M,S. �Z Y � r �� AND C2) SCREWS IN C❑LUMN ADJACENT T❑ • Z �t O;�,,,� CHAIR RAIL. ALS❑ C4) SCREWS IN LOWER o o �� 11► . J� � DIAGDNAL, C2) SCREWS IN C❑LUMN BEL❑W o o � • V � ' � CHAIR RAIL, W . < 0 o USE #10 X 1-1/2' S,M��. AT ��',/� Z .' ��LL 0 0 24' O.C. � � °• •'O� ,�� A O USE MINIMUM 1' X 3' X .0625 ANGLE AND o o ��o,b/.►.'•. ��,,� � FASTEN WITH C10) #14 X �'4 S.M,S. � USE C6) #12 X �' w ALTERNATE� USE GUSSET PLATE , � J S.M.S, EACH SIDE , `�, T SCREW PATTERN� C4) SCREWS IN UPPER •� - <w u RISER COLUMN WIDTH EQUAL TO �w w 5 s� � o DIAGONAL, C4) SCREWS IN COLUMN� (2) USE H�CHANNEL .OS � xLL o 0 SCREWS IN T❑P RAIL. MIN. OR GUSSET PLATES o�O N BEAM DEPTH g Q o W a�z� = U C GENERA� NOTES� o�w��a=� '� USE 2 X 3 OR 2 X �I� �W�iNO�¢, p ° O =`� �LL-w= C 4' X .OS' � KNEE BRACE NOT TD EXCEED 48' �w a o��a c� SAME AS N�TE 'B' AB�VE, o��w E a i d FASTEN CHANNEL OR w w�<w o w Q o -. a PLATES WITH C6> #12 X FOR KNEE BRACES �ESS THAN 24' �o LL��w C F � o IN LENGTH, A 2' X 2' WITH Z�y �= a� �' S.M,S. PER END PER x� °a 3� ' 6 SIDE FOR 2' X 3' AND MINIMUM .044' THICKNESS MAY BE g�oao v z USED WITH SAME NUMBER OF o.. �w -N_o=� • • • • • • • r • • �, • �, • • �• •, • . � • . • • . a, - GENERAL NOTE� 'K' BRACE CAN BE USE <8) FOR 2' X 4', � •d• •' •d•�•' •d•�'•b• ' o• ' •d•3• r•d.'` •o.:• .d. S U B S T I T U T E D O N A O N E F O R O N E B A S I S SCREWS AS A 2' X 3' WITH CABLE BR?+CES. RISER WALL MAY NOT EXCEED K B R A C E� K N E E B R A C E F O R R I S E R W A L L io�-o• ;� `, 1. ALTERNATE T❑ CABLE KNEE BRACE FOR HORIZONTAL � C 2, REQUIRED F�R WALLS GREATER THAN 15 FT BEAMS �NLY. � 'ti KNEE BRACE MUST BE AT 45 DEGREES m� 2' X S'TRAP E EACH BEAM TO BEAM AND RISER <COLUMN) tO` � E `"Q EXTERNAL CONNECTION BEAM MAY BE SLOPING CONNECTTON R AT EACH v ,i � �� BEAM MAY BE SL�PING WOOD� ANGLES ATTACHED TO OR H�RIZONAL HALF DISTANCE. � � _� OR HORIZONAL WALL WITH C2) OR MORE �6' USE (2) #8 X S�' � � a X 2' SCREWS PER SIDE S.M.S. PER STRAP O fi C O N C R E T E� U S E C 2) Y 4 X 2' X 2' OR 1' X 2' � LL 2-1/4' ANCHORS � 'p-0 d ATTACH IX2 ALONG MASONRY� USE <1> ANCHOR r� �. � a� TOP CHORD PER INCH OF BEAM DEPTH v � �; PER SIDE. w " t > �., L i �r 3� INTERNAL CONNECTION USS Q �" oa USE (1) 1-3/4' X 1-3/4' X RO�f ZR ,�, U 1-3/4' X !¢' tij 'POO� CONCRETE R MASONRYRE SE ��0�` � 'a+ 8 O <3) �' X 2-1/4' ANCHORS BE�y 1� �m�` F9y � AND USE (1) ADDITIONAL � ly� ANCHOR PER INCH �F BEAM � p ABOVE 4' O � � O Y4 X 2' SCREWS p /HOST STRUCTURE � XT2?SCREWS AT10 �� 1P' O,C. MIN. AND /R 2 AT EACH STRAP, v 2' X 2' X .125 2' X 2' X .125 ANGLE EACH SIDE ANGLE EACH SIDE � OF BEAM DR OF BEAM OR RECEIVING CHANNEL •GUTTER BRACKET AT BEAM POINT RECEIVING CHANNEL � � ANCHOR TO BUILDING � STANDARD SELF MATING BEAM CONNECTI❑N •WOOD - #10X3" wooD SCREws � �2" o.C. � L J BEAM TO WALL C�NNECTI�N • MASONRY - �"�xt.5" CONC SCREWS � 24" o.c. J G � / O � �, � (2) #14X2" TEK THROUGH OPTIONAL 2' X 1X2 INTO GUTTER � � O i � � 3' SPECIAL INSTALL 2X2X� ANGLE ON EACH � �� / / a W � 0 SIDE FASTENED WITH (4)#14X� � �T J � � � o (2) #10 X 2 IF BEAM IS 2X5 OR GREATER 2X_ BE,q / Q p�j U 'r S �S,M.S. INTO �8 0 � INTEGRAL BOSS (4) #10X�° TEK each side Q G UTTER / a o ° Q O o ° usE #lo x i-1/2• � o S.M,S. 2 24' O.C, w <B) #12 X �' S.M,S. ON MAX, � 1 " ��U � EACH SIDE 2X_ COLUMN (2) #tOX�" TEK each side �� NOTCH BOTTOM OF BEAM of beam ~ TD UVERLAP � o� N RECEIVING CHANNEL TRIMMED TO FIT = H E CARRIER BEAM - GUTTER FACE BEAM - HOST CONNECTIONS T 4 P❑ST TO BEAM C❑NNECTI❑N o . . ,��r�� , T ��3 d I m � ,,�, .••�� ,�r6 Q` . �y � �� y (2) #14X2" TEK THROUGH [�� • � rpj��-,�y� � � ° • � � °�G�i Z � 1X'L INTO GUTTER � � e � r o�j - o ' ' � � `" ��i INSTALL 2X2X� ANGLE ON EACH J � SIDE FASTENED WITH (4)#14X� •7 • N • IF BEAM IS 2X5 OR GREATER 2X_ gE,q FOAM CORE PANEL : �`. �� `P � (4) #10X�" TEK each side O #lOX4�� S.M.S. ,�Cy��/� ��•• � �j ��'� ��c� � W��4„X� ��2° I��, �Q ,o�� GUTTER S.S. NEOPR. �o w o Z O WASHEP. � 8" a�LL�oo� o 0 y U w Z Z O.C. MAX. x � _ � ° w ��a- Z�oQ>3z = (4) #10X�" TEK each side of beam 1 " Q� w z°�N��¢� T ° �w�was�z? o RECEIVING CHANNEL TRIMMED TO FIT �¢ ¢ ooQZw�Zwo N BEAM BELOW GUTTER CAN BE TRIMMED I ( c~n �3LL=�wGw° � � Z�y � a� � � cYiEOao3Q '0 0 i ' a'' d �w>-m-oz 2X2X0.125 - 3" LONG ANGLE ON EACH SIDE OF BEAM. PLACE (3) #10X3/4" ��. � SMS ON EACH LEG OF ANGLE V ,r CARRIER BEAM — GUTTER — POST CONNECTIONS � ,��' �v � `O ,0 � �4 i ° ^" � � � a�i � o� � `— ,� .�, 'a� � /a:s/is-�c scREws � d ON BOTH SIDES AT 8'O.C. _� fi � a� r � w „ o USE #10 X _ S.M�S. WITH HOST STRUCTURE f-3� v t "` L � ¢r 3's' X 1-1/2' NEO/ALUM 7 �i y � 3� WASHER 2 8' O.C. MAX, O .+„ ^A � na 3' - PANEL � ^ �OC�pNE�' nNCHCrt to eui�niNC � •�,o�` NP Q SS P I— � ' w000 - /ioxa'w000 scREws o iz•o.c. � S OM O '(E 1-1i2• , MASONRY -}'OX1.5'CONC SCREMS O 24'O.C. G "C" CHANNEL FOR PANELS USE #8 X 3/4' S.M,S. 2 ^ 8' O.C. EACH SIDE SCREEN NOTE� IF SNAP IS USED, � N07 SCREWS ARE REQUIRED. Z USE #10 X 1-1/2' S.M,S. � SNAP-N-LOCK 2 24' D,C. MAX. COMPOSITE PANEL 1' X 2' OPEN BACK Q � ALUMINUM EXTRUSION �./ OR SNAP '^ 4' CONTINUDUS vl i' RECEIVING CHANNEL 2' X 2' ALUMINUM POST J� � EXTRUSIDN OR SNAP � USE #B X 3/4' S,M,S. SCREEN O � � J E 8' O.C. EACH SIDE O i � � MAX. p�qCE (3) #14X3/4" �i � � SMS ON EACH SIDE SCREEN R�OM CDRNER C❑NNECTI❑N W � W OF BRACKET ALTERNATE: J ln G> � PANEL R❑OF T❑ PANEL COLUMN CONNECTI❑N POST (3) �"X_ MACHINE Q � V 2X2X.125 ANGLE SCREW WITH WATHERS �1 INTERNALOR EXTERNAL — AND NUT THROUGH V POST AND ANGLES a (2) 3/8"x2-}° MIN. MASONRY O ANCHOR TO FASTEN EACH �i M 2x2�} ANGIE TO SLAB � 1`i POST TO SLAB CONNECTION r s H E E 4 T N O