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BCP2013-12273A� C� } ������� �� � v Planning & Development Department 100 S. Myrtle Avenue, Suite 210 Clearwater, FL 33756 Telephone: (727) 562-4567 Fax: (727) 562-4576 www.myclearwater.com RESPONSE TO COMMENTS / PLAN AMENDMENT APPLICATION (PLEASE PRINT CLEARLY) Building Permit Number: _ , Project Address:� �Z(,�C�I hAt�-� �f • , ` Project Name: S�o� n� �U I CI, � Permit has been issued. (Plan Amendment) Permit has not been issued. (Response to Comments) Detailed description of changes: , � � _ � � � I,,,� . , c� � k -� 7 s9' See attached cover letter for details. � Any Change in Job Valuation: $-� Contractor Name: � L\ (Lic Holder) Date Received/Office Use Only � 920 EARLHAM DR BCP2013-12273A AMENDMENT DAVID SHEARES Zoning: Low Medium Density Re Atlas #: 281 B Contractor License Number: �,`�o, ������ � PCCLB: Contact person for this project:: (If other than contractor) �Please Print) Contact Phone� � � ��� � Contact Fax: Signature . . • , , . 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" ' �1,1��7�tP�C� �l�ATb . l8 o�Y� " �R� �penor� a� . • � -�...�.;, � ' :� ��/(�D� IA'L'Bt9 �. r � w'�IL�j� V''i�V�}1ti.� �� iPtot�lAf�t ��rpy�N' � ' . � Z�� �.�.iQ �'ti � � . 9 � � D�L'p+1�D1'��� �,. �'1bA�t �, � . ' � � . . i� , e�.�� �, �a��-;��a—o�2a r�r� �—���.-��� � 5L9-3 658-,L b0�0/EG1G1Gt� rT�!-1 —Gl(1N� r1�1.7 _nT r,r • rn c+r �r rr �� �% Florida Custom Contracting Inc. � __ Q�EU�3l�%�? Job Name ��� � Homeowner � �•. "" Job Address �Zd +�i w� l. 1/l� ' W City �✓`o�lR !^'P!l��� 6 � Zip code �s 7 �� � � Subdivision l�/I4�J�� ���� o� Phone No. �Nk• � FRAME COLOR� il�/N�iG � 1 � Wali Height_ �� (� Beams ���j t'�� No. ! No. Beam Joints // , � �� l� ��� � Chair Raii Kickplate d /Il'�� {�.- � N 1 No: Roof � Roof Type ��/ F�� N� / �� � No. Sides � ( � Color Sides �- (V1 , L� � �� � Handrail '^ Picket Panels � Y- -� No. Cables � Type �� ' No. Wind Breces � Type z�° ^` Gussett Plates Z� Ground Wire � � N � "�'�1 ��� -� i Gutter-type C� � Angie-tYPe �` �` � � n Downspouts �" �� f� Elbows �'� Roof Pans Color � Composite Roof 3' �_ 4° Facia Header Doors `_° Columns � ._..�- Concrete Footers Concrete Slab ��� � Concrete Risers � �7J L/� A �� �� � ��� . Deck Material r �? � Deck Color Job Status Job N��� . _ - Instailed by -- Date Completed _J /._� - � �---� 70 —� � — 7 � /?�zS /�S %� � � . � � � *� �. ��i �'L � ?�s. � Zr�' �� � -- ZSQi � _ � _ � -; - , � /'�l. — �—��--�—�"7/-� —?(��- —73��� _ 73—�,-73�G � - y9 � �' �—�� 2^_�� � �� � � _ . _ � _. _ _ _____ .� . ..— . . - .�i �-'l � t.. ) C� €.F.� � 0 � , . , ti ., ,,_„e �� � �V +,�+Q,� a • • ; � `' \• 9 0 • h^ V • •� '� ° o � • �. . • ! � s � SC a £ U o t" � �" � � • . ti.� ; 7 9 U ►° , � •, � cn � �i � � . %b' • , e�••.•�• , •,, * P� ��. • �l�f/11�����♦ 0 a�ow�m$�o E�as3LLd � zd 3 �o }�ad� "'�z����1�x ���Z�af � u. �w �4W�p� I Ob$$$$OW 6Z ��n=���WV � i 000 ���a°;� � _..,,_.�_„�� 6 � � i` . � � � �� i � � 1 � �� Qo ; _ � � � '.7 �... ' ::�. ;; = t � ( ` ;i_ l 4, � :I � � � � � )1, '�' t!! ' ` T u; '� , �' "�:�� ,1� '� 1 r ` 1,; �a �+., U- �-: 1 t c�/); �1J 7 �I -' � � / r 2 � r � � � - ` �-�. Ci?��`,. � ��. � tu f; � � � L`� r,' � . : � '. .1 C_'. ,� f; � V t ��� _ �` � . � � � � � � �� � � L ^ � � m� � r = a � �b •C � o m, m �l a � �, � � � a. � i �; � � „'� � � � � b� � � � � � � C9 � � h � W � � � � � �l cJ U � o �° t-� �� � s .� � M N � � � m � N � � c0 � Q N � M � a� o !� ? J � �� �M��� Q �w w 3 WN��� oaZO�, NVW>�= O�maorv° DESIGN C�NFORMS TD THE FOLLOWING REL�UIREMENTS� • •.• 2010 Floridn Builcling Code • �•• TABLE 1604..5 Screened Enclosures - Risk Cntegory I Sun-RooMS/Acrylic Enclosures - Risk Category II •• Figures 1609A&C - 150 Mph windzone C3 second gust) •• 1609.4.2 - Exposure Category B ' •• 2002.3.1 - Extruded Alur�inuc� to have a Minimur� wnll thickness o� •• 0.040' ••. Table 202.4 - Structure Loading Pressure� ..• Horizontal Cwinwnrd/leeward) = 31 PSF / 2Z PSF r�ax. Vertiacnl Cscreen/solid) = 9 PSF / 25 PSF r�nx. • Interior Pressure = 10 PSF r�n� Cscreen connection fnilure po(nt7 • Structure designed for use with 20x20 Max r�esh density • 2002.4 - Any 1 ft tength of vertical rv�er+efoer is designed for a 300� vertical load. Any 1 Ft length of horizontnl r�eMeber is designed fbr a 200# vertical tond. • Contractor is allowed to use atur�inuM alloy 6005T5 and 6061T6 NOTES: 1. SPANS BASED UPON CALCULATIONS PERFORMED BY ENGINEER. 2. DO NOl' EXCEED SPACING BETWEEN COLUMS (DIMS SHOWN ARE O.C.) WITHOUT WRITTEN APPROVAL FROM ENGINEER. ADDITIONAL COLUMNS CAN BE ADDED OR SPACING/SPANS REDUCED WITH NO ADVERSE AFFECT. 3. BEAM AND COLUMN SIZES CAN BE INCREASED IN SIZE WITH NO ADVERSE AFFECT TO STRUCTURE. 51ZES SNOWN ARE MlNIMUMS. 4. ATTACH 1 X2 EVERY 36° O.C. MAX. SPACING 5. FASTEN OPTIONAL KICK PLATE EVERY 18" O.C. WITH ,�10 TEK SCREWS. 6. RISER WALLS TO BE ADJUSTED TO FIT FIELD CONDITIONS. • 7. IF SUPERGUTTER IS USED, CONTRACTOR TO A�JUST BEAM LENGTH TO ACCQA40DATE BUT 15 NOT ALLOWED TO REDUCE BEAM SIZE. R_ �Ptf hAr,tP�h Renms f� be st;fched 24° o.c. alona center of matinq surface Door Loca �ion Note: 1. Do no� Move or instalt oloorway 2. Contrnctor May nny -Ewo coluMns 3. See door ue �aits reMOVe n colur�n to locate a cdoor be �ween on dstail shee � COMPOSITE ROOF INFORMATION: 1. use foam core panels, 3" thick wiih 0.024° a(uminum skin. 2. fnsten eps panels to the top alur�inur� E�enMCs) with �lOx4' long tek screws af 12' centers along atl benring edges. 3. r�inir�uM roof pitch to be �' rise/fall per foot of run 4. contrnctor May suf�stitute structurnl and functional equivnlent r�nterials. S. product npprovnl inforMationj 5.1. Manufncturer� elite aluMinuM corporation 5.2. cniegory: roofing 5.3. subcategory� netal roofing 5.4. fl approval no.i f1S500-r1 5.5. hvhz use: approved 5.6. non hvhz use� approved 5.7. Manu�'acturer: structall E�uilding systeMS, inc. 5.8. category: roofing ' ' 5.9. suf�category: Me-Eal roofing. � 5.10. fl approval no: 15491 -. 5.11. hvhz use� no 5.1z. non hvhz use= npproved • � 1 "x2"x0.44" OPEN BACK WEB THICKNESS: 0.044" FLANGE THICKNESS: 0.044" AREA: 0.24 SQ.IN. MOMENT OF INTERIA: 0.14 SECTION OF MQDULUS: 0.1 S 2"x4" S.M. BEA.M WEB THICKNESS: 0.045" FLANGE THICKNESS: 0.10° AREA: 0.7822 SQ.IN. �AOMENT OF INTERIA: 2.002 SECTION OF MODULUS: 0.935 RADIUS OF GYRATION: 1.5598 ALLOWABLE Fy(TNOUSAND): 10 2°x7" S.M. BEAM WEB TNICKNESS: 0.055" FLANGE THICKNESS: 0.220" AREA: 1.452 SQ.IN. MOMENT OF INTERiA: 10.918 SECTION OF MQDULUS: 2.375 RADIUS OF GYRATION: 0.780 AlLOWABLE Fy(TNOUSAND): 11.3 2"x9" S.M. BEAM WEB THICKNESS: 0.072" F[ANGE THICKNESS: 0.224" AREA: 1.974 SQ.IN. MOMEM OF INTERIA: 21.72 SECTION OF MODULUS: 5.910 RADIUS OF GYRATION: 0.826 ALLOWABLE Fy(THOUSAND): 17.1 2"x2"x0.44" HOLLOW WEB THICKNESS: 0.044" FLANGE THICKNESS: 0.044" AREA: 0.434 SQ.IN. MOMENT OF INTERIA: 0.245 SECTION OF MOOULUS: 0.�24 RADIUS OF GYRATION: 0.753 ALLOWABLE Fy(THOUSAND): 13.2 2"x5" S.M. BEAM WEB THICKNESS: 0.050" FLANGE THICKNESS: 0.116" AREA: 0.917 SQ.IN. MOMENT OF INTERIA: 3.6435 SECTION OF . MODULUS: 1.35 RADIUS OF GYRATION: 1.9929 ALLOWABLE Fy(THOUSAND): 10 2"x8" S.M. BEAM WEB THICKNESS: 0.073" FLANGE THICKNESS; 0.224" AREA: t .830 S4.IN. MOMENT OF INTERIA: 16.321 SECTION OF MODULUS: 4,080 RADIUS OF GYRATION: 0.814 ALLOWABLE Fy(THOUSAND): 12.7 2"x10" S.M. BEAhA WEB THICKNESS: 0.092° FLANGE THICKNESS: 0.389" AREA: 3.007 SQ.IN. MOMENT OF INTERIA: 42.654 SECTION OF MODULUS: 8.456 RADIUS OF GYRATION: 0.795 ALLOWABLE Fy(THOUSAND): 13.1 2"x3"x.045" HOILOW WEB THICKNESS: 0.045" Fl.AI�GE TNlCKNESS: 0.045" ARE4: 0.52 SQ.IN. MOMENT OF INTERIA: 0.624 SECTION OF MODULUS: 0.383 RADIUS OF GYRATtON: 0.830 ALLOWABLE Fy(THOUSAND): 13.3 3"x3"x.045" WEB THICKNESS: 0.045" FLANGE THICKNESS: 0.045" AREA: 0.52 SQJN. � MOMENT OF INTERIA: 0.624 SECTION OF MODULUS: 0.383 RADIUS OF GYRATION: 0.830 ALLOWABLE Fy(THOUSAND): 13.3 �a � � � ��..�,�� ' ,.:/`�Q�• ✓ :'c��� � •� . . � • �, .r- . . � � • � � :7 • V Q ' ;���• � � . . � ��� °•...••� � ��''�...�:.P:� �`�I .������� s o�z������ Qq ���� W� ��� ���U = o�a�3� ��° � � � O C� w � � � � / C�' . �/ �r 'ti ° � ` � m e� L � � �A ° � C w- � •s` � .; v .� � C � v � � , � � � U �� �� cd �=J a� � O J c� ix. �� E � o � t�5 � � `i N1 �� ..m x au w�' �� � O � v w � O � � : � . U° . z! � � . � �` :Q c+�7 0 N � �-- W 0 �' ` � A�,�ERi�t.;:T� 2' X B" X'` ST�AP FASTEGr �7 TQ P1k2l.IN ��eR T}� T�P �PIL � Kt�'D FA$€Fl�II s�lTD C�lk+Qi , USE C47 A14 S.�..S� ' AT F.AtX-t Eh`D Purfins: (4) �Sx�s" SMS ' (2 each side) ' � Chairraif: __�_.�..�. ! �7 �8�/s" s�s � ��� ona each side) • � � � -- ���reaa.,,, i e�"��C� � . . . . � ��irA '',� i � • • � � � • e �S�,�t, � .��• ; ' • �i CO • / 's � �°�, ALTERNA►E: (4) '�i0x2 SMS thru � .' � � :� , ' beam or post into infernal screw :;:� cD ' W . • o bosses of purlin or chairrail . � : �U � � ��. � �.� o° ��C�C`Yl • • � � ° .s 4 • • : � '. �a .° C? (��Q �� �C C4) �lOk2 SMS INT� •Gfi °. F.� �°,; �' x 4• x •� PL4FE O,Y ` • � � NTEGRAL BOSS . • �� , . . • �'�,�J �i �aa�¢�a� vi wi �a , . �� , ��� ,��, �� I s�art �rES av �+c� stnE .., POSI ____--_ �`14ft�f�I1�(�I� , � ���* �ei.�• � aF e�ut�r✓PUR�� � • e�est� a �s� � - � I I . c°�`EC�or� • N Chairrail or Purlin :. � f �� aISTr�. % �m�w�r.�o I �✓ I I� ^ . , ��, • , I 1-Z"x2-8"x2" Atuminum clip aEtached to beam or posfi witi� SI�7E WALL T� BEAM BP.ACE C�h�ECT•IC�N �8x�6" SMS � CNAIRRAIL/PURLIN CONNEC l ION i 0 POS I �BEAM 2° # STRt� @ E�Etd Bciat� � BE�1 �.aY gE SL�U�'G CQ��CY��I �[aY Et�CFi �2} �10x�" SA�iS • E� E�IZ2A`-�L €�,C� DI54�E. ° � IiSE t2} e� # Fa° I �° ?t 2° �P, 1° u �' / =-�"-S. PE� ST�F+P � . % � `��� � � : _. �°� � � 5e�s� � � A l'a° # 2° SE�F�S � �� ee° �.� � «o X 2° SE�eHa AT I�° D.� �lFd. �tNp a AY EdCFQ SFP.�.a. �° u 2° i: -%2S' �"'°i � EdC�1 SBfr � 66�9 Ct� �6E�6vI�� Ec�-��t ' ST�MDA�� S��i P�A�IE�G ��P�M C9[�F�ECTf�td s• ( -�u�t.} ) r � I � � � �. 0 c. N � G m E d � � � � edga memeber ar purlin � --- (12) ;1 Qx4„ St�S �-- ,;° A! Pla{e (6063-T6) cut to fit ' mifer purlin io fii mai;ng surface 2y �24 � � Q���� (�i���;C� �(', ►i4�E��CI���� 6 (8) u 12X3/a" SMS ON E�,CH SIDE �a �� . NOTCH BO►COM OF BEAM TO OVERLM• OPTI�NAL BRACE COfVNECTION DETAIL � �`: � 3" `✓��=.�. ST� tY��L i�EF � • Pt�t;1�E��� ��•E T;�-� �•s'?�CU�� �r�C.� ��..F.ni ' 1�3�Ud F�G �.r�iEE t f:S� �f "u'n'�a S:i�.� l`1=i��3 � . �']6 ' �� i � • . t . �1� 'r �� [� R 2'•s2'M0.125° AtJGLE F.GCH _ . -�'� p � =Q � z:_ sra ��wr� t ) ��,� s srsr�E� i ��S ;rF: •� - - t � (E4CH khlGLf/E4CH SIDE) C2} �3� f� E�!J 1�! E-' Ta c i - . � �,'e 51'�.�.E�S S t ��L 3P. °!' � ;�ua.jr?�'^:-?- �� G�� t�1 , E"-- _.,�� I �=`�''°� _�� �•• }".:t-¢° neu�. �ct�r aNCHO� �o • ' ���, -v�,;.2% F?57EN 2° I69DE t� ANGLe 70 SLA�3. � ; h �`r `'�' ��d. i2� �&� OW �4CK OF COLUIdN ��.� a a• ' '. Q�• C�T< <,�..r4 ka' f E'��I..�_'�.LE c'� Ell��bi�=f G'���`�J t Cil`?.i Q6 " ' ° - • _ � � �f . . ' /r 1 � . Q ' • . �- . � , � • . �.� h i . �,� . • d• '��� _4 . � • �. i Pz ` �!�! �P. ��� .�'r�;��.� FEP. GAa� � -i_ } :s• u�econi o� �viu,a.a�r . , � COlU�N GONNECTION DET,41L • • r iQP CBP.�14E� Ct��l.E COF�tECT��r1 . � � . C4},�lOX2 SMS iNiO � � f�NiEGRAL BOSS � `�". • b . � �� � � - � � � � � � � � � EG�'�..e°eEE 5��9 C�ase M�� � � E� 04 �A �� � 6 �� U � =s ' °n � � � � �:J � � � � � � I� �� � .�� � � �� � � � � � �� �� 0 N � s-- W 0 � � I � - ` ► BEAF�! t�AY BE SLEIPENG AF! OR Ei0RI2QNAL 'QQOF. ���� �'X2'X.�25' AAGLE E�CH SIQ� EI�' BE�t f f�; RECEIVII�G CHAMti'EL F . . . � ExTERNAL CE3NhtECTfDN 1�tJQ� AtJGLES ATYACt�E� TO 4lALL WIiH t2) OR E�ORE �'a' 7C 2` SCREWS PEP. SiDE cr�cRErE= usE c2> Ya� x 2-1/4` At�lCHQRS MASQEdRY: USE C!> ANCt�OR PER INCH QF SEP.M DEPTH PER SIDE. IN7ERNAL CGDtNEETFQt1 U'sE CI) I-3/4' X I°3/4• X 1-3/4' X 3a' WQQB: C3) �a' X 2` SCREWS CONCf2ETE QR ElAS�iFiRY: US� C3> :'t' X 2-I/4` ANCHDP.S AND USE Ci> ADQIiIIItdAL ��aC��� ��P I��r� ��' BEr�a ABQVE 4• �HQST SiRUCTURE �EAM i � W4Lt CONE�E�Tt�N SCRE�E�i �iQ°t E� E� Sl�l�P IS USED, t�Eis SCR�WS AF2E REQUIRE�?. USE "=l0 X 1-t/2' 5.��.5. � 24• Q.C. Max. i' X 2' GPEN B�CK ALliMENUM EX i t2l1SIDEJ �? Std�P 2� X 2' �l.IJl�iFiJUtd PEIST EX i RUSIQN 012 S1�At' _ �' SCREE�! 6AITER SPUCES SHOWN FOR MANSARD SPUCES. IDENTICAL SPECIFICATIONS FOR GABLE AND/QP. STRAIGHT BEAb! SPL.ICES. SPUCE PLATE ALLOY: 2 SCREWS ALONG CEMER UNE 6061T'o OR 5�52H32 OF PLATE EVENLY SPACED f�WMUM kNGLE FOR MANSARD 39' MAX[MUM ANGLE EOR GABLES 4S SCREtN POSI�ONS NF1�ft bllTER JOINT �AY BE ADJUSTED \ TO ACCAtdODAiH PURlM, SPACE BETWEEN FASTENERS �ENGTN OP �.lONG A51TER JOfNT NAY 1�" TO 2". FJ,AlNTqIN f,�tAXiASUbt D15TANCES BEIWEEN SCREWS. • EDGE DISTANCE fOR SCRElNS: �° AGIMIAAUfo( SCRELN SPACING: �" scR��rr ���� c��n��� coc��,�c i r_�N ' 2"x3°' or 3"x2" 2"x2" � 2"x2" 2"x2°�" L each side of post � (Req'd on posfs that support �� � �� rr�ain roof beoms) - ', . �� � .. ��� � . - �I� I� 1 Door Defait – Option 1 ��x2��Ooor Defail – Option 2 Centered bet�veen Columns Door Adjacent to Co(umn �v >oor Notes: . Number of Hinges: .1. Wind Speed G 120 mph – min. 2 points .2. Wind Speed => i 20 mph – min. 3 points . Hinge Locations: .1. Top � Bottom – 8" to 1�° from end of door .2. Remaining to be evenfy spaced between 7op and Botfom hinge's .3. Hinges can be insfalled on eiiher side of door, field locafe . Fasieners: ,9.�14x�" screws 2. M;n. 3 each fo attach hinges fo sfructure and door Door to swing ourvuard unless noted otherw;se Left or Right sw;ng does not alEer sfructural infegrity of cage or door 2" �3'8"x3" wedge (2) 712x�'4" SkiS thru angle in�o post• � N01 E: Use additional 2x2:3� angle from posf fo sfab for posfs 2x4 and Iarger. Use Y"x2-1/4" 'Quicksefs' or ' lapcons' thru angie into stab. – %$:,x(3>' ; paver �(4) i710x2" SMS thru 1x2 fhic4cness) � bose channel into inferna( tiR�edge bol� serew basses af coturnn FIN15HED GRADE � � • • � � � .° �' ° ,. a � I�II�I II�IFI �ELN OR EX15TWG CONCP.ETE StA6 ��=B�I�II�I�i� . . . a . � ' - FOR NEW CONCREiE SlAB USE FIBERMESH CONCRETE M[X TO EUMINATE REINFORCWG 6X6 BOX WIRE MESH .°�-. 1 • ' 4' FIIN. . � � � i Y � ` . 9�,a' '� _`�..k_..� ''.�, , qi /�` s � � ` `�� v '.: ' � �� ,��,,.� , _ ` - y� L r "a Q -�° g` �, � �•� � J � C,, L� Q • �. O . . � � `� � - a ° U Q r . . � F_ • . • . o . � �• . � ' . • •C ,�j, . . . � �' e�'V ¢ � i� P�� ��� Z ,� �I��/������ � � 14 SMS 7YP. Q� � � � `� � �� . .. � � � � ...� 3„ � . � � rMIN. r � � � �� �3 � c�' � paver � — ��"d �y �' � � . a,Q_ •. : -Q ' O� � � . .a: �•_ � �� � � - • , . . - . ' (.,i o E-- . a •. • ' ff �° d , s '�� � vd , • . � . . ' Q O -. . . . . . , • ,..� —8.' MIN.---i . REINFORCING STEEL OPTIONS: � ix #5 BAR (shown) or E = 2x ,'�, 3 BARS F u S1 era •-- 0 N N r W C