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BCP2013-03226 LL City of Clearwater " � /����1 Planning& Development Department � #►�� 1 100 S. Myrtle Avenue, Suite 210 U Clearwater, FL 33756 Phone: (727) 562-4567 Fax: (727) 562-4576 Building Permit Application wwUr.rnyclearwat�r�.cc�rn � , d., PARCEL NUMBER��,___-L__o�,...9._._L.L�.�_L_L..,��'��CL�(��Q/.(5..._(� ,__ ___ _ PROJECT/JOB NAME ' ' _____��.._.__.___...__.__�_.__....,._._._.__.__...._.....__........._.._....._.........._...._._.__.._._..�__._____.__. , LO ATION PROJECT ADDRESS q�3 ��,�(.Hi�JYl 7>'r ���q�w�x.�ZIP � .3 j7�o 5 ' II, BUSINESS NAME PHONE m / c�- � ' LEGAL DESCRIPTION OF PROPERTYL07 IO V��J-1-T����-� , `v , � ,,,, _ .. _.� ,H... . . . .. . ....�r;; . ..... .... ,. ., .. . . . ... .. . . . N . l0 PROJECT DESCRIPTION: � '¢ _ _ �ex�l �n�Ie�s�� , p _ __ _ __ _ _ ___ ___ __ _ __ _ __ _ _ __ _ � � ; _ _ _ _ aN _ __ __ _ '; = e�� �. ; _ _ � e�� o' ' _ __ , Q e'° � ' „ ,. � ..,. I., W N w �� �I -'BUILDING ; ',ELECTRIC i i PLUMBING M a O � .� ' NATURE . . O F W O R K MECHANICAI !GAS " "FIRE � �� W`� � m d � N (CHECK ROOFING --'ENGINEERING ' 'LAND RESOURCES ' ' ALL THAT LANDSCAPING ` 'UTILITIES i NEAR WETLANDS APPLYj - OFF�CE ON�v iTRAFFIC OPERATIONS _':CLEARING&GRUBBING _.'OTHER _ _ _ __ _ _ _ _... �__ _ __ ' TYPE OF WORK ;NEW ; -]ADDITION �REMODEL;_jREPAIR ^DEMOLITION� OTHER ! _.._. _ _.___. VALUATION: $_____�_.� �/ o� • S� _ �THIS MUST BE FILLED IN, PLEASE PRINT CLEARLY) , '' � .. �� � PROPERTY OWNER NAME C�� C� 1�:Sh1 � PROPERTY C .�.7 �__.__._____�.___..___�__. C� w i OWNER ADDRESS9�3 G��'Lf�Qr, �r(� � i ° ! (MUST HAVE 1 � — ', � Z PHONE GTY��'�_�CQ�.�_„�STATE �� ZIP r'' '; � o a ', NUMBER) � N p ' PHONE EMAIL...--. ... c� �w ' -__._...._....._...._...__....__........._.._.__._......__..__._._......_. _. . _........__..._._....._.._........_.._........_....._._.._._._...........__.__.__..............._. : �7_�7�� J � ,.: L.=J �� �yJ : ,s�ni,.'rx„�.a�+»�,. .., „ �,,..:� . ,., rm �_g,.�_,- o., . ... . ,:. t .,,. , . �, : , ; , .. ,, ; 0� � �^ � � i NAME OF COMPANY F j��C,, (,r ' �h� `,p�I'C�,G��r� n � Z� i LIC. HOLDER NQ,�_�,���� PHON�� q0�- �3_l , Z z ' CONTRACTOR S��- ° g ADDRES C,c�� L..LhQha_!�.-�r�i....��..............�1......_ FAX ..._......__......._ ; a i (PLEASE S}._.,._...._....._....._..----............... _.......__..............______..._._....__.___ ; CLEARLI� CITY��/� r�-.-..._....�__._.._...__._..___..._._.._._.__ STATE _�FL......__......_ ZIP ...'--iJ_._��__jov2�_�..__.__........._._ ', r-- p� STATE LICENSE #G ILC I ���L1�� PCCIB # I ,.,J l ) � — ' i CONTRACTOR EMAIL�4✓�t%8.._l._1...��... I'�'1G1,��,..,_.._�..,_�rC91�1... ' ' OFHCE ONLY CONTACT FOR THIS PROJECT EMAIL ' ' _ __ _.... _ w • ♦ IF FAX PERMIT,PLEASE ENTER PROPERN ADDRESS HERE: _ _ _ __ _ _ __ NAME ` 1 ) �Q � �/'1 I n��l�'1. �r! ADDRESSv2d� �!� _� �I C� � �_______.�--_.._........_.__.._,....._...,...._.._.._..._........._......__._.....--.._...........___.._........�....._....._....__ _ - --....._......�.........._. ARCHITECT/ CIT� cl�`T / STATE���_____�ZIP .3 S ENGINEER f /� /�C� PHONE I � ✓ l � " � �7` �1 __ FAX�� J 7,j a ` �Iv2 EMAIL EXISTING BUILDING USE PROPOSED BUILDING USE NUMBER OF STORIES BUILDING HEIGHT NUMBER OF UNITS GENERAL CONSTRUCTION TYPE: I II III IV V VI; P OR U W PROPERTY _..__..�._ ..___...____._�.�_ __..________ _� �_�_.. INFORMATION SQUARE FOOTAGE: LIVING COMMERCIAL GARAGE/CARPORT_.__._____..___._._._.__._._.._...___OTHER .._.._......_.__.__._._....__._.__.._..._..___......._...._.TOTAL__._...__..._.___.________.____._.__._._._ Anyor.e planning^o��excavat:on wr,rk, mtis•,,.otify th�onc�-c;711 ':�:A.� S,iNSFU`�i` , ,+�F .... :� t n"'er,' 1-.°,�:.!`<a?2-rl7l; c;�o!t<;anY excavation work being done, in order to prevent underground damage. Federal D.O T Regulafion Part 192, Sections 192.614 and 192707. Application is hereby mode to obtain a permit ro do the work and installation as inci,'ccn!�d. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meel the slan�crds of all laws reguiating construction in this jurisdiction. CERTIFICATION: I HAVE COMPLIED WITH ALL THE FEDERAL STATE AND LOCAL ASBESTOS REGULATIONS CONCERNING NOTIFIGATION OF THE PROPER AUTHORITIES OP THE PROPOSED DEMOLITION AND RENOVATION PROJECTS. WARNING TO OWNER:YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWIGE 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 me� 'he rr:,quirements of both. I certify that, this application together with any plans submitted is accurate and represenis all work being done at this time. All work will be done in compliance with all applicable laws regulating construction and zoning and i(not I realize I am responsible for the removal of any construction . �.., . in v,olc!ion of these laws or regu�at�cns.Any dav;<�t:cn from nfo�m;.i i.x� s��;r,�itte,� ,.;n ss,:a�n��,»c! by'F.f, ;?ui c�. a ,�ff�ua Un -F�dt ��;�s �Ermit null and void. -��.,�,=;,>r���;::�. K....;, ..� . , , .. IS THIS APPLICATION THE RESULT OF A STOP WORK ORDER OR NOTICE OF VIOLATION? YES ,,�, NO� __ _ __ -- __ __ _ __ _ _ _ __ __ Signature of License Holder OR Aulhorized Personnel Date _............ _....._.. _ _. __ _. Please Print Name Here/Tifle in Firm or Homeowner I#: 2013058054 BK: 17895 PG: 2286, 02/21/2013 at 11:21 AM, RECORDING 1 PAGES $10.00 KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDMC8 913 E�►RLMAl�1 DR BCP2013-03226 STATE 0��LORIDA-PINELLAS COUNTY �`��°��� t hereb certi that the fore oin i�a true POOL ENCLOSURE =��°�Q����� �py as recorded irn the of�iciai records of REITSMA,GEORGE �,►_ �*� Pir.elia o Zoning: Atlas#:281 B �sy�, � Q; This.�ay or ,20� — ____-— •-• ��j��a"..��-� KEN BURKE Parcel►D Number �'� , ��_�.(Q.. 6� �_ ��_O(� y��►����� f Circuit Court&Comptroller �- �-- � NOTICE OF COMMENCEMENT Y — State oi Florida oePury cie�K County of Pinellas � � ' THE UNDERSIGNEO hereby gives nolice that improvemen4s will be made to cerlain real property,and in accordance with Seclion 713.13 of the Florida Sfatules,the falbwing information is provided io this N,O/T� ICE OF COMMENCEMENT. 1.Descriptionofproperty(Iegaldescriptionl' .�.i��.t!!I�LSIl�_�}f�`���.�,a .���?_.� �(rt_.�� ��r-, L�ivxa�q( t�..��{�_ a)Street(job)Address: �1,3_ ���r,�,r�a, �.. _C��.a�r,�-n�i �L..._.� �X��--._----------_.---- .__-.___.___— ._._. �.General description of improvements: p��,,r�K�i Ub ����5l�/./I�Gk.��aC.+.;/Mc�vr� nA4.�GL��1 �c!G'CQFa� � __.._. _ . _ ___.--. _._. _..�.. _._ _- ------- ---. ._._... ._.... _ ..._.__ _ -�------- 3.Owner Infartnation or Lessee informati n if the Lessee co tracted for the improvement a)Name and address �� d" ��t�� ��r�� � �ac�l��w -I�'t.__tcr.k.e�r�t�c,F� _.�3.7_(t� _ _._...-- - -----�----�-- --- -- -- ------_--_—. . . ......._ b}Name and address of fee simple titleholder(if diffe�ent than Owner listed above) c)Interest in property: _ _ _._. ..___�2�J1?��----�.._..___ _ _. .�.._... _ _.......�_.. __. __.._. ._ __.-- _. ...- ----_.-----._ i 4.Contractorinformation � a)Name and aderess: _(�_��_s�rt,a►�ev�► laols w�d.SPas L7�a. �.�.9�b�o,.�±n�Z_o�sz�I.�.._Ql_olS.mar Fl,. b)Telephone No.: _L$!��g�_._D�S?g.__._ __�_..__._._... Fax wo.:(optionaq ._4!�..1.�)..9.2�._-..�.�'�9_._________._._3!��°�� S.Surety(if applicable,a copy of ihe payment bond is altached) a)Name and address: -------------------�._.__...__._ _ . . __._..... ._�... ._. _ _ .__ ........ . ____...._._..__.----- b)Telephone No.: ---_. ___� _--- -----.__ _....__ _ __.. _ . ___._ ._._..-------------..__. . . _.. _. ._ _ c)Amaunt of Bond: .S - - -- -_ ___ __._1�A�-._}.Z._�_._._ _ ._.. ___-----._.... B.Lender a)Name and address: PLRNPHfVG 8 DEt/LtOPN1EIVT ._..______......._.....____......_.......___...--------•-------___.__.. b)Telephone No.: ---..___...._..._..___........ 7.Persons within the State ot Florida designated by Owner upon whom noUces or other documents may e ` ed by Section � 713.13{t)(a)7.,Florida Statutes: a}Name and address: ----------------------------.____.__._..--- ---- — ------------- -- b)Telephone No.: Fax No.:(optional) -------_____.__�---------- ____._._�_�_.______.___�.______._ ____.--.- 8.a.ln addttion to hlmself or herself,Owner designates _____ _ __�__ �� of __----.___.._ __._ _.....-,--.--_�.___.___. to reoeive a copy of the lienor's No6ce as provided in Secc;tion 713.13(1}(b),Florida Statules. b)Phone Number of Person or entity designaled by Owner: ____ ____ __ _ _ _ _ _ 9.Expiration date of notice of commencement(the expiration date may not be betore tha comple6ai o(consUuction and final paymertt b the contracta,but wiN be 1 year from the date of reoording unless a diHerent date is specifiedL ,20 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COIYIMENCEMENT ARE CONSIOERED IMPROPER PAYAAENTS UNDER CHAPTER Tt3,PART I,SECTION 713.13,FLORIOA STATUTES AND CAN RESULT IN YOUR .PAYpV�TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTEO ON THE INSPECT(ON. IF YOU INTENO TO OBTAIN FINANCING,CONSULT YOUR LENQER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NQTICE OF COMMENCEMENT, Under penalty of perjury,I dedare thaf 1 have ad the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and lief. _ __- -------- -- _.�.__.__.._ __...._____ ___—_ � �,����---__._._._ ..._.. -'(�g atu�e Uwn or Lessee,a Owners a Lessee's(Aulhaaed Officed0irectorlPartneqManage►) �-{FV eme and � taya TdlelO�iae) + Th e o' insUu nt was ac o edged betore me lhis day of 20 � ____�___�._.._ �____....____..._. b����������----- as _ (rype oF autlwr�y, .g olfice�,tuatee,a�ney in ract) for ,as ._�_.___............___._.._._.____....._....____.._..__..._.__...__.w..__......_� ____._�____._.__.��_ (Nams ot Penonl (tYPe of auUiority,...e.g. ' r.kwtae,atromey in fecQ .�^_ Eor (name o(party on behaH d wh trum executed� ............._.___ _ . .. ._._._..... _ __...... .___._.._._...__ Personally Known ❑ Produced ID Type of ID Notary Sgnature .���;;,�4,� s��, �,'�D�__� �{. _ _ _ _. � 3Z � o� v_ ._ _ _ -- - ---- Printname _#�# MYC t 17 �9 EXPIRESi e6N�ry 2/11__._ . _._ __ .. .._. ._.__ _ �'rE«n.�'�� h�aeQ 7Nu IiA�et NMNY 3�Mdt 03-06-' 13 06: 20 TO- FCC F�OM- GSP P0004/0004 T-27� F-613 . �-����• - ... ; ., . . • � � , `� . .� . � �c,? -�AS25: C(x�10N Tr�T� � � � . � , �`TNE OF 7.,OT 9 AND �10 BETN . .�'LP�TT.�D �ANDS � . �. .. 89°59 '14" E ' � � . .� . � ' MAR � 2 �.�,. �.� 5 G�Ci��� 1�' �.��.�� . � . 2013 -- '- � � `""`-" PLANNMG&DE•VELOPMENT DEPT � �� '� G�IALL &/`0� ��-'^, ' � . ,. �^ `�prat n F a R ..._..` ._..._.� � . ) '�`�.' . ! 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's. � �� O � .�� I. .•����.. �+��' : :•1 •> .� .:�:.• �� . � ; � C :>;. �:°� �....���•� � m a � rv° , • � „ � ' � . . , � ,,t�����N�+�S,. �,��,��•������� •� ,�,� L • J o �• • . � �� �;z`� rn �,. � � � � W S� s . . ���� �l '���`���j''� '��� Florida Custom Contracting inc. � � v � ~ W� � Q - a r^' O� • � � 1 . , ��� (�/' I � �� � � �[ � '��:��r..,.�� /�Vla �� •�� •� � Job Name � � �Z , Job No. >,�/ �� ��• a��''� /�r.f. p Homeowner !,,��%�� I;j.�'����C.,� � � �,'� E��` � L � /S�L ` �� '2JcLf �� . � �� � ,� F 9i3 ��� �,�� �'i✓ , k a � � �� �-�, �.� ,,, ��, � ��'''�� ���R�`' � Job Address i �" i � `�' x 4 � 1' �" �, \ /� c� �' � �fi �l'' (�, �, <W �City ) �F �`�=����✓����.�i� Zip wde � ; w � � i.l �: wmso0 0 . , /' I Su division -.r� �_ _�`?�C'Gir: I �.rk�s"•'�:/' _ l� �f�s'J =1�.�'^.r�`_° `� Z�o¢��z°3z? € ._.�. ____ .. -_ ._., _ � ao�-w �ozn I �J wzZ?�,LL_a.- o PhoneNo. Wk. � i M � � �` W�o�Z,��, . \. �y r` �'�J ,i:1 � ,y '•;y R �l ca�Zys�za FRAMECOLOR �I� ) ' i• ;' ' D �j � w�y�aWO Qo .. k' / � ?J' ''� ����'� ���� � �� �oo��wk�� � o �� YF'W�03V :^ J Wall Height /� � ¢ ��� � � ��o,a_a a 'o �v��;tit f -� (L �= ���} , t.� �_ ��,�,� :�;�� 2013 - - s- z �:. zw, � o=W Beams �I`�� � No._No.Beam Joints I -- _ __ ------ _� _ , _ ___ �}�� �l�-� . Chair Rail �!'�_Kickplate � I � ' ; PLANNING&DEVEIOPMENT DEPT � �• �t�j � �j� � � „ w i(� r ., � TY ER No.Roof �� RoofType�V/"/�'�v�!":^ i � �' ,ls (`' E-; ; 1�'� !(�`' ;t� �' � !��' . ':i -, No.Sides / �� Color Sides����/�/T SC/��,�1� I � � � � ' ' ��i 2?�.S �%�'i<y� �a� "�, 2}r ,� _� ' • � ,'� _. _ _...�---7-('!!C� � � E e j�9 ( �f 0 b Handrail Picket Panels • • . � �^ Y �"���/' ,� � I �2�J + � �' � m x No.Cables Type � ''3 �': �'`�'- /y` : c; ••( 1 `� q c a LL /� !� r // 2 � � `; \�(` S y'f1i `' `j � � � •� �� No.Wind Braces Type 2� � � r L �`� ,� Z y/� �� `� �t ty � b d . 1L/ �S �•9 ` N b /� �� } \ r, f X '�! � � C? �o� � � �. � Gussett Plates �Y Ground Wire n d_%1�i`� � ; �,5�.G_/, 2�'7�t�/� . Cqt,;'' � � i f i� _..� ___ + �- �. [� � T� .' , . ; H, .�'__._.�_----- —-------_._..__ . ..__Zli_ � 'l 2};., d� „ z' s_ Gutter-tYPe ��/J��G-�/t-' � I _�___—_— _� i ._�_.. _��f' � � � i 3 U An le-t e -- `' � �" '" � � 9 YP G � �{' � ..�� �„' ' � � ., ,,_ �� � � � a�. t'� E� , _ ��� '� !a �� � `-{ ;�� �� � tC,��, Downspouts 2 �'/ �� Elbows 2-�� ' � �� � �h �' "` 1`� � "'� '� .__..,._._ ..___. I- �` � � 'j� j N ��� Roof Pans ` Color � � �j"`���y �' ��'7S�trfG � 2. S''Ij ,� 2�Z '' ��.-,. � ���-- -- = _ Zjcrf';r,r, _ __- — E!� Composite Roof 3" 4" � .__.. ......... .,���1� {� . .'` {.l �� �t . 3 t� L..� Facia Header `�1„ - �- ,a 7 � s� , : ��._ G�!.� t� �.S ;'= ,; /i � E �� ��� E1 \ � a0 � Doors Columns � i � � � - . �� � q 1._� �r' -,,. ) , - ., , . �� .� .. - `�.V co ` �. Concrete Footers . "�1 � -_ ` � • �___.�__�____ • <. ° /4''"�' � � � �,_ --- . _ ___ __� _, _—_ - �� � Concrete Slab __ � ! � , -- ' ,. . .. �<:o; � � � s � � � ;` � k, b Concrete Risers � � ��`�. t �, 7.' � k�; c�; � � � � � � ,, �, N _,,,I Deck Material �"'.IV f:.��� ;.,� � 7 � ~'`t., � � (� � �; , 1�I � �6 � `�YL��G\ ` ,�.�Y,t.' � �� � op � �/ _ _ - ` ' �k'.: 5C'.i. -�i� L�',�� � � LLl -��.._ .__�. �_m___� --= _ _._ _ ....___..�_._._ Deck Color � � `� '� �f^� � � g � � � _ t��tiy,�G-���iJ����, ����-;. � � �, � c_�no Job Status �'`7 ��,r . jU� ' _ - � � �P� � �� �� e ., �... ,..,. _ � �. r�`U � `s �; s5 a.l C6 (� Q . � �i ',_ , �._ � � t� ti_, — i� , it. � �. �e; C�' �. �,� �—_ �� �'-_�� �--�� — f b � ��� C?� � �e` ': *�- �iJ � Installedby / �Q � � L.� �,�,�� �-� �� � � � Q . ". _.._._.__._.__ ._.�__� � � _.___.._ _ . ...._� . �"� �� i i"'.,�r A �• ,�;��� f6 Cn � ^ .„;r' -�.� � Date Completed / / _ lf2 - --- ___..__ �\� �i��:sz��'�r,�, . � \ ��v4�_ y�� ,t-- o � CC ��'��C;:`�L j/ �-�'`% � -r � � a c�y `t��- , ���, ��\ r," o� J o� � - ___ � _ ,_�,� � � . �,�{, ,� � M� o �:�. -`"�� �`'���� � Q �° � U � ` �� � W �Z Q �F�����`� ch a w � � u � � �: -- - _ .. _. _ ... - - T O� ma � N ---...:. . ..._ v - - �.. ; _---�-=r--�.----.���__�_�-:.,�-...,.,-v-.=,. � / ������� ' ' DESIGN C❑NFORMS T❑ THE FOLLOWING REQUIREMENTS� COMPOSITE ROOF INFORMATION: ��� cSl ��i • ••. 2010 Florida Builoling Code 1. use foam core panels 3" thick with 0.024" oluminum skin. �����•'�����'• /L� .�•. TABLE 1604..5 2. fasten eps panels to the top alur�inuM benMCs> with #lOx4' o��'•�� � �. �. Screened Enclosures - Risk Category I long tek screws at 12' centers atong atl benring edges. �V : �' � � _ . Sun-Roor�s/Acrylic Enclosures - Risk Cntegory II 3. MiniMUr� roof itch to be rise/fall •• Figures 1609A&C - 150 Mph windzone C3 second gust) P �d" per foot of run ��. 2 .� � 1609.4.2 - Exposure Category B 4. contrnctor May substitute structural nnd functional � ; W ?""� � •• 2002.3.1 - Extruoled AluMinuM to have a Minir�uM wall thickness of equivnlent r�aterinls. �7 ; U Q N�� � 0.040 5. product approvnl inforMation: :�. . � F- � � .�•• Table 202.4 - Structure Loading Pressure� 5.1. Manufacturer: elite aluMinuM corporation . f� •� � J � Horizontnl Cwinward/leeward) = 31 PSF / P2 PSF Mnx. 5.2. category: roofing °�6" '. ° ! ..• Vertiacnl Cscreen/solid) = 9 PSF / 25 PSF Mnx. 5.3. s.ubcategory: r�etnt roofing ��� . ���.• � LL • In'Eerior Pressure = 10 PSF Max CsCreen connection fnilure point) 5.4, fl approval no.� f15500-r1 ,i�e �r PR ���' • Structure desi ned for use with 20x20 r�ax roesh densit 5.5. hvhz use� approved 2002.4 - Any 1 f t length of vertical r�eMeber is designed for a 300# 5.6. non hvhz use� npproved ,,����������� , • vertical lond. Any 1 ft length of horizontal MeMeber is designed 5.7. r�nnufacturer: structall building systeMS, inc. '��LLO�a� ° Por a 200# vertical load. • Contractor is nllowed to use aluMinuM alloy 6005T5 and 6061T6 S.S. category: roofing = oa}iZ�� � g����oo?� 5.9. subcategory: r�etal roofing, ��aZOZLL��= � 5.10. fl approval no.� 15491 - � °� NOTES: 5.11. hvhz use� no ° Zw�Z?o 1. SPANS BASED UPON CALCUII�TIONS PERFORMED BY ENGINEER. � �< • ~ 2. DO NOT EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C.) WITHOUT WRITTEN APPROVAL 5.12. non hvhz use� npproved =�°N����° � o FROM ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO a=°�� ¢ � Z a - -o=y ADVERSE AFFECT. " 3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. SiZES SHOWN ARE MINIMUMS. 4. ATTACH 1X2 EVERY 36" O.C. MAX. SPACING � V 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH #10 TEK SCREWS. 6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. R� �� 7. IF SUPERGUTTER IS USED, CONTRACTOR TO ADJUST BEAM LENGTH TO ACCOAAODATE BUT 15 NOT � e� ALLOWED TO REDUCE BEAM SIZE. � �� E me 8. Self Matinb Beams fo be stitched 24" o.c. along center of mating surface , � � � � m W 1"x2"x0.44" OPEN BACK 2"x2"x0.44" HOLLOW 2'x3"x.045' HOLLOW O c� � a� WEB THICKNESS: 0.044" WEB THICKNESS: 0.044" WEB THICKNESS: 0.045" V •� � Door Location Note� FLANGE THICKNESS: 0.044" FLANGE THICKNESS: 0.044" FIANGE THICKNESS: 0.045" � t� �j „� 1. Do not Move or reMOVe a coluMn to AREA: 0.24 SQ.IN. AREA: 0.434 SQ.IN. AREA: 0.52 SQ.IN. W fi ;, ;� instnll doorway MOMENT OF INTERiA: 0.14 MOMENT OF INTERIA: 0.245 MOMENT OF INTERIA: 0.624 Zf �l `LL 2. Contractor Mny tocate n ofoor between SECTION OF MODULUS: 0.18 SECTION OF MODULUS: 0.024 SECTION OF MaDULUS: 0.383 � � � 3� any two coluMns RADIUS OF GYRATION: 0.753 RADIUS OF GYRATION: 0.830 � ''� �a 3. See door details on detail sheet ALLOWABLE Fy(THOUSAND): 13.2 ALLOWABLE Fy(TNOUSAND): 13.3 � � C� °� 2°x4" S.M. BEAM 2��x5° S.M. BEAM � '��s WEB THICKNESS: 0.045" �EB THICKNESS: 0.050" FLANGE THICKNESS: 0.10" F�NGE THICKNESS: 0.716" AREA: OJ822 SQ.IN. AREA: 0.917 SQ.IN. MOMENT OF INTERIA: 2.0�2 MOMENT OF INTERIA: 3.6435 O � � SECTION OF MODULUS: 0.935 SECTION OF.MODULUS: 1.38 � RADIUS OF GYRATION: 1.5598 RADIUS OF GYRATION: 1.9929 � � ALLOWABLE Fy(THOUSAND): 10 ALLOWABLE Fy(THOUSAND): 10 NAR i 2 20�3 v PLANN1tv�F�1�tVELOPMENT DEPT � ; 2"x7" S.M. BEAM 2°x8�� S.M. BEAM 1TY 0�= � T R C Q � 0= WEB THICKNESS: 0.055" WEB THICKNESS: 0.073" � � � � FLANGE THICKNESS: 0.224" FLANGE THICKNESS: 0.220" AREA: 1.830 SQ.IN. V � M O AREA: 1.452 SQ.IN. MOMENT OF INTERIA: 16.321 s J Z MOMENT OF INTE�'A: 10.918 SECTION OF MODULUS: 4.080 � _ �- F' SECTION OF MODULUS: 2.375 O •- V RADIUS OF GYRATION: 0.780 �DIUS OF GYRATION: 0.814 .f+ J � � ALLOWABLE Fy(THOUSAND): 11.3 ALLOWABLE Fy(THOUSAND): 12.7 � � � � U � !�a o" 0 2"x10" S.M. BEAM 3"x3"x.045" 2"x9" S.M. BEAM � � WEB THICKNESS: 0.072" �NEB THICKNESS: 0.092" WEB THICKNESS: 0.045" Zj FLANGE THICKNESS: 0.224" FLANGE THICKNESS: 0.389" FLANGE THICKNESS: 0.045" 'L AREA: 1.974 SQ.IN. AREA: 3.007 SQ.IN. AREA: 0.52 SQ.IN, Q MOMENT OF INTERIA: 21.72 MOMENT OF INTERIA: 42.654 MOMENT OF INTERIA: 0.624 � SECTION OF MODULUS: 5.910 SECTION OF MODULUS: 8.456 SECTION OF MODULUS: 0.383 RADIUS OF GYRATION: 0.826 �DIUS OF GYRATION: 0.795 RADIUS OF GYRATION: 0.830 ALLOWABLE Fy(THOUSAND): 11.1 ALLOWABIE Fy(THOUSAND): 13.1 ALLOWABLE Fy(THOUSAND): 13.3 s H E . T N1 N O I . ��f���1l�II �UREJN OPT?pSAL A!_,ER:J:;�T:.� 2` X S" X i'fy' S i t?Ar� FASTEI_'ED ,�������•������ i�e TQ PURLIN OV=R TN� i QP RAT� D Q ^ I � �`v'� � � at,n �as€�n�� �r�ro ea�ur��� �� ATEEACN EtiDS.M.S. `�: �i � � � �. �� ALTERIJATE: (4) #10x2 SMS thru •V . g �,,, • �� = Puriins: (4) #Sx9�6" SMS ; � beam or post into internal screw �r�l� � 2 2Q�3 ��� Z r 4 ��� = o (2 each side) � � bosses of purlin or chairrail o,> : U ��cy Q �, s ! Q �: - ; . � � j � �`'l.�'�Y� PtANNit�lG�DEVELOFiNEN7 DEPT :�: G W = q °o ��::� � Chairrail: --------------- -- � B EAM � -- -------- ,. --------- T" lnrl�i t� ��' '•, � !e. � '2 #8X j5 SMS S�� �(� �f � � . ♦ 6' • •� ?' X 4' X }f.;' PLATE QN z • oo � �R � � � �dNTEGRAL BOSS � �i�� •.�•' �a one each side) � � END Qr BtAf9 WITH 4 J �; � POST � hO�'yQ���`�j i� EACN �14 S.;!.S. INT� a "^ -------°------- -- ; ' � s &ERM WEB [lN EACH SIDE � ----------°--------- a ,,,,• �� o `�° �F CL�'UtfP:/PURLrN X � � /. �° X ss�� c ��c� eer�a� °� / ���1�� EOINECTIQtJ cu � � ' � k12�LF D[S4��'.t``��6 Y �6CF-1' � Q o Chairrail or Purlin , , � �„ � �=i �wm� o 0 . , . � 1—Z x2—�"x2" Aluminum clip - � us� c2> os u N2 ��os=o� � � , 5.�5. ��� s r��� g��W� �.Z s . attached to 6eam or post v�ith (2` �� '"� °�'-3zo� y SIDE WALL T� BEAM BRACE C❑��ECTION #Sx�6'� SMS 6�~W W%?� ,d' _<_��,�`°w~= ° n.O1Zu�7�Ow?6 �` ���mOW�Z6Z6 W w�jQ�Oy�WV .. a . � . �_. ��' � - � S�V�' 'oo'�€°C� ° ° CHAIRRAILf PURLIN CONNECTION - - --�— `-�. � �� �goao°3a �o z° � � _= 6 0.. � _y_o�H TO POST BEAM " ��tt� ;'��'�' ;;;, � �° � e SYRP,1� � ��EH B�� - � BE�'� t�v �E SC�&C�1f CO�CTY�iI � AY EACw (2� �l Ox4" SMS . �� [-�'HZAf��L �s�6G DlSYRF�:.E. USE <2) 08 # !2° 'I _ _ � � 2° X 2° QP 1° u �° 5.F2S. �E� ST�'�,P - — -- � .. � �' � � edge meme6er or puriin ���� " Q� ' � .yTo ��W - ��l��,�� �r • C4> ##lOk2 SMS 1NT0 � •� o �� 0 0 �NTEGRAL BOSS � � � �� o (12) �10x4" SNS z. � � d °x 0 0 ,., �lO�f�E3�1�F��� � � aLL � ��� seu�s a oo° o � AI Plate (6063—T6) cut to fit - � q ,q � .°�o o � `�+ b� � ;m k'r� - ` rniter purlin to fit mating surface � � � � =� �i"�� �V - � �'.j.�,� Q Q" � � � s a � �L �U � o m 4/ n a � � � � i � 6 (8) �12X3/4 SMS ON EACH SIDE O g � �- O l�a X 2° SC.�r.t/S o� � �+ P � A AP 2G° @.C. 8R �80 E ��'c� ' � � ��t tt 2° SC��EIS AY - — t2° O.C. �!R►. �,t�D r�-_ ___._ 2 AT E�+CF! S�P,�. -8 NOTCH BOTTOtdI OF BEAM TO OVERLAP . J� `"�'� � 2° x 2° �:.t25 °� G�� �.�;:rLE E�C�7 SIIIz. QPTIONAL BR?,CE CONNECTION DETAIL „�� f� 6e�7 EG �y �Ee��vt�tG CF��tEL , . . . � O � � S�'�t�B��D SEL� r��TIn�G ���a� C��r�EC�t�� , . — � �:x 3° �E�c]. sT�Ef �`�si]LT 4��!?(.1 • � � • Pt�.Ei°t;�!GHE�J S!�i�i T��-�I TP.3Af�GUL�� o C� " RL��NtiN.:lir'1�9�i..ih[��G �t.�C(�ET CB�.�;G��e. S���S, I�IL•?u ' �yt�E$iEB�'a0 L6)�E�� BP,�IBeD � � . , .. . '--- • .._ ��p��.'`: / � � �, i • �r a €y�' . � g�f�i � 2°x2"z.o.t25°ANGLE F�CH � _ •• ' �j�� 7` CO�V'z°�EiE Sl�A9 � � � � SIDE OF COLUMN FPSTEhED � '��a o� �3SE �G�� tlI4 S.�1.S. 2 �t� � z�_ so-n WI7H (4) �B� SA�S ; Ci} �a` M.J� 4!/S i tEL �t�SFftP.� (�f �• � SIDE G 2 E�d F&� �,LS� ci) � � � � (EACH ANGLE/EACH SIDE) ? E y° � 1°1/�° FE�1jY'� � . F bASt���At E�,Ct� S[D£ �F' � �° � �• � � @� � :---•- �° Si'f��E�S S f e=—L 312.'s.�� � F�� �sErae�� o o .p• � � � � C� � . �-�nn�ru.)�s_:':`-_,�-�.:; 1�i'.c Ci85�3 LB> . • � � � �--•_ R� :.,A'.'.�=•mfF.-.�.,o�,`-- � ' � SSAdt'�ESS 5f€�L ��ALQ�D v � � � ,c:- ,� }"et—¢" �AIN. FAASCNRY ANCHOR TO � /HE:�: C4�0 L�) @ Z—�� ���''=•' FASTEN 2° WIDE 7:.2�ANGL"e TO SL4B. (���.) �����- MIM. (2) �`8�5 OPI BACK OF COLUNIid . � � — � l3g�t-�E �ij��`.�E3F'i �t�,�T�iY'J . a� � ; ' , Q• C�k�'F`'2ETE �LrA� � CI l`�.} � 02� . a' a . - •� C��ETE SLAB - G� ... a '_ . " �� � . �' `. . -�. � 1��. ; ;e; � �\'���¢�f s� � � � T�P CO��E� CAgLE CD�46�ECTt�]Pd A ^ �a � ° °� ° �o ' }°z3" TAPCON OR EQUNALENT I i?I,�f�G#�LPR ���_���.�M FC[P CA�!E �E � , e • � � � s . d �, �� � � H E �+t� ' � , � �� � •a ' a O � • . e ,� • T cyE COLUMN CONNECTION DETAIL � � N O � rc«-:-"'-. .'.1 �� ,� r�• :i ; '� ��• y � 1�, ♦ � ' �� �,��. •••T••• ���, m . MAR 1 2 2013 ; �.`�•'� �'•�c� �z . v : . 0 MITER SPUCES SNOWN FO N � , � � � �° I� SPECIFICATIONS FOR GRBLE AN �� �NR DEPT q . Z U� �' "�� ' ° � � �; o EXTERNAL C�NNECTION SPUCE PLATE ALLOY; 2 SCREWS ALONG CENTER UNE � • °� U � O� a BEAM t�AY �E SLOPE�OG �lOOB� ANGLES ATTACt�ED YD 6061T6 OR 5052H32 OF PLATE EVENIY SPACED : .��� Z �I. o flR HmRIZQNA� WALl. WITH C2) OR MORE '�'a' � • �• W U~ X 2' SCREWS PER S[DE ♦ �j�'. ' •��j � s� CONCREjE� USE C2) �' X MAX�MUM ANGLE FOR MANSARD 39' �� ••.• •• �( o LL MASOhRY:NUSER ly ANCFEOt2 ' �%�MUM ANGLE FOR GABLES 45• �����r'r,,K,PR,,��� z � PEl2 INCH QF BEAM DEPTE! ^ 1NiERNAL t-� SPL.ICE PIATE PEE2 SIflE. 2 m . �F 39' H��m��9 � . X�'O��V tN?ERNAL CQNNEeTFQN �o q W�Z��Z • USE Cl) 1°3!4' X 1-3/4' X w �p�°�$°�Z� WZO NLLy�F. � I-3/4' X �' �r;� � o'�`����„�ic�-�`-� W�QB� C3) �a' X 2' SCREWS o-w °W aZ R CQFJClZ�f� Qfv MASQNRY- US� � a w o,3 W� .. ¢ oQ �. �����e�� u � C3) �' X 2-1/4• Ai�lCFiE]RS ��oa$3e �O Z ��E'�'� � � AND USE fl) ADDITIQNPL � _= a a sw _�-a�m � �4NCHOk2 P�t2 f NCE I 0� �EAEt ,�-ro z• , � � ABBVE 4' � r_ �, � O ,�. � /F1QST STRlJCY!{RE SCREW POS(TIONS NEP,k2 AAITER JOlNT ldAY BE ADJUSTED TO RCCOMODATE PURUN, SPACE BETWEEN FASTENERS LENGTH OF PLATE PER TRBLE � � SCR��G�J hl�T�� EF' SNh`P (� 11S�D, blONG MITER JOINi MAY 1}" TO 2". MAINTAIN F�AAXIASUM �74 SMS TYP. Q� � P� DtSTRNCES BETWEEN SCREWS. ,'v' 4 FlQT $Cl2EWS ARE REQUIRE�. EDGE DISTANCE FOR SCREINS: �" �' �' � $" �` .'�C 2' X .I25 � '� �Lr c� �,,"�, AuGLE E�Ci� SIDE ` � US� Rt0 X 1-I/�' S.M.S. MINI�AUhA SCREW SPACING: �" r,� � @ =4 �' �Ec�M OR �► �4' E]•C. MAX. O C au R�CEIVIP9G CHAN6d�L I' X 2' OPEN b'ACK � '� c . MITER SPLICER TABLE � 01 �LUEdFN(�M EXTt2USI�6o! �1 (a� �e FASiENER EASTENER W � a" �` ��`�'p B�AM iHICKNESS LENGTH HEIGHT �14 SF4S PEP, TQiAL �14 SP9S SPACES R DF SPACES &�F '� w � �LL gEAM T� WALL C�NNECTION SIDE PER END PER SPLICE SPACES SPgCES o s= 2� X �� A�I�ME�I.IM PQST HORI20NTAL VERTiCAL � � '� 3� E X T R U S I Q N Q R S N A t� 2%Sxo.osoxo.izo s�a o•-o vs• r-�€• o•-s ua- iz a e 3 3 � a? e m 2:6X0.050X0.220 SHB 0'-D 3/8' 1'-4• 0'-5 I/4' 14 56 3 3 �° CC���� � 2X7XO.OSSX0.120 SMB D'-D 3/6• 1'-4° 0'-6 1/4' 14 56 3 3 � v � 2XBX0.072X0.224 SMB 0'-D 3/16' 1'-6• 0'-7'1/4' 16 6� 4 3 r„ �� 2X9XOD62X0.3D6 SMB 0'-0 3l16' 1'-6' 0'-B 1/4' 18 = 72 4 4 '�1 2XIDX�.OS2X0.369 SMB D'-D I/4' 1'-B' • D'-9' 22 66 4 6 �'�` SCRE�N �CROM C�RN�f� CQNN�C�ION 2,•x3°' or 3"x2" (2) '�12�°' SMS 2��X2° � 2"X2" 2"x2"�° L each sicle of post thru ongle info post• � (Req�d on posts that support � rnain roof beoms) NOTE: Use additionol 2x2:3� angle from posE fo � • slab for posfs 2x4 ond larger. Use Y4°'x2-1/4" � ; ,.� c . hinge poinfs N � 'Quicksefs' or ' Tapcons' Ehru ongle into slab. : V E N � . x � 3�. j • y� � o N 3 N t�i E �� 38:,x�3'�+paver .z.,► ' � (4) #10x2 SMS thru 1x2 � �MfN. e� � �. o thickness .-. chair rail � c(�air rail chair rail � base channel info infernal � ^� N 2" ' ° screw bosses of column �edge bolt 0 �� ,� , 3/s"x3" wed ge bolt t�(tN. paver () � � � �=�X2�� iv 1°x2° 1 x2°' 1'x2" . . � -� � $ �, � • - � I . -• . � Door Detait - Option 1 1 X2 Door Detail - Option Z FINISHED GR4DE d �a � _ 4 - d �. � a , a.' a� � �a , Q � � � � Centered between Columns Door Adjacent to Column - • [� "' ° - ' 4' MIN. . - , � � �' I I� I I I I—I N E W O R EXI S TING CONCRETE SLAB z a�. � �d-' � oor Notes: - -IF li_l�l_I�,y'IL-��� i_II � • ' ' - -. ' - . � ' • • • �• - - � . _ '- _ - U o � II-I�II-III�-II II-I II�II-111=111�1�11- ' • a . 1.Number of Hinges: ii�ii I I�I i�����Ili�l IdlLlll_III=11_ � '' -' ~ - � _ ° . • . � o --� � ZqL n�-ur_i�ii-iir i�iir u_ii-u-7f_-7r_li-�u�7t i - - t� 7.1.Wind Speed <120 mpf� - min, 2 points -III°I L=1�I�il-IIL-IIt=111_i�t��i�ub�=_in�i-nrirui=m-�ir r-i�-n-�n-n-ir u��i�. - d� `�' 1.2.Wind Speed =>120 mph — min. 3 points 11=��11�1�11���="'="�=111�1�I-I�I II_II�_II�II�II�II�IL=L=I�L=11I_IIIcIILI��HIIJi. _ ' v • ' � , . �7(�_,Ill-1t�—" 'T�II,��lI=111-11r'III-111�IFIII_n II,�.II�I a=�11=111=111—�Ii�l�l�=I�. . 4 • - .Hinge Locations: �II�IF_�11�11-�1�— �L'IT�IL=111-11_I1�11=�� - - � � � nl.�lll��r- ��=III—II�I) ��'�� ' ' . . . - ' . � .1.Top & Bottom - 8" to 18° from end of door � d- � .2.Remaining to be eveniy spaced between Top and Bottom hinges �����=�'I=��' FOR NEW CONCRETE SLAB USE FIBERMESH CONCRETE M[X '►���-I►=111_ • V- .3.Ninges can be instofled on either side of cloor, field locate TO ELIMINATE REINFORCING 6X6 BOX WIRE MESH ��-�-��_�-�►- _ 8 MjN.-----1 , II-I_I-ILIIF_ .Fasfeners: ��I���I�i-Ill��l_ .7.#74x�" screws �„�i���- REINFORCING STEEL OPTIONS: ,2.Min. 3 each t� attach hinges to structure ond door * 1 x #5 BAR (shown) or E .Door to swing ourward unless noted otherwise * 2x #3 BARS E .left or R;ght swing does not alter structural integrity of cage or door TYPICAL POST/COLUMN TO SLAB CONNEETION A si