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PSI APPROVAL 2015-06-25 -
<br /> 14� rr�ph - :�tandard and Vauit�d Wo�ad Shed Master Plans '-^--ApPx°"�S�ps--',
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<br /> GENERAL NOT�S: L"1C�I"Fl BUII�E�.P�' DE�iC�N PARAMET�RS: (111P-GABLE ROOP} i
<br /> [WIND DESIGN PER P5GE 7-I 0,SEISMIC D�.31GN PER AISG 34 I-OSJ
<br /> ! 7t119 STRUCtUf2E WAS DESIGNEp IN ACCORDANCE WI7tt T[1E 2q09 �( �
<br /> tBC Bl3ILDtNG COQ�AND iN�FLb�tTDA BUILbIh76`ZtbDE��WIRlD "CQ�' �(}t`QE'} ,��,��"�,�i� i. WtN6 VE�OC3TY: I40mph ' ;
<br /> LOADING DESIGNED IN ACGORDANCE WfTH Tfi1E A5CE-7-I 0. 2. WIND lMPdRTANCE FAGTOR; I.O � i
<br /> 2 ABOVE COO�D ALl q7t1 RrAPPLBCABLE LOCAL 4DFS AT 7NE Vid�l+a� l7A J��/ `T q INTN PRESS�URE COEFFIGlENt`: O.i b± I
<br /> TIME 4F MAMUPACNRE. 5. ENG�OSURE ClA59IFICATIQN:ENCL05E0 i �
<br /> 3. WR.ITTEN DIMENStONS 5#iALLTAICE PRFGEpEWCE OVERSCALED 6. COMPpNENTS AND GIADDtNG:
<br /> DIMEN510N. SFl@@t I I�CI�X -ROOF LC1Ap(ZONE#I): +I 6.1 1-32.8 P5F �
<br /> �}. OU79lDE OVEkAII DIMENS10N5 CAN VARY 6�71�YEEN UMlTS StiOWN -ROflF_l.C1AQ CLONE N2): +1 S.i/-46.2 P5P �
<br /> SUT MEM6ER SPACING 5t1ALt Nt?T F�CEED!IMiTS A5 tND�CA7E0 $�.¢i {`,py�C-G0CiB1'21$i D@S��D NOt@5 -ROOF LOAD{ZONE tl3}: +t 6.I 1-72.�P5F
<br /> 5 LUMBER USED FOR CONSTRUC710N SHaI.L BE PS FOlLOWS: ` --------� - ---�°---- - -WALL LOAD(ZONE#4): +34.6/-38.2 P5F ' j
<br /> S1.1 � El�ctrical&General Flaar Plan -wA�� �aew�zoNe�s�: +ss.a i-aa.a PsF �
<br /> FIOOR JOIST5- 2x4 S.Y.P.82(Jf3-(!2-i 5°!o M015TURf CpNtEN fJ $�.��� SI(I�S&FIQOP F1'8liltttg PI�Et � -WRLL I.OAf?{ZONE!#4E#5)c +35.1 J-R i.5 P5F � i
<br /> 2x6 S.Y.P.N2tM3-{12-!$�MQISTUP.E CONTEW� _- -----. -- j I
<br /> 2�c8 5.Y.P.N2-(I 2-I 596 MOlSTURE CON7ENT1 5�.3; Skid and Floor Framing Detalts � FLOO�OESIGN LIVE LOAD: I 25 PSF(Unless Noted Othenvise) �
<br /> WALL STUDS- 2xR�a.Y.P.#1-(12-I 5°!�,M015TURE CONTEN'f) � ' ` ' '" ""�' 8. FLOOR pE$IGN DEAD LOAD: I 2 PSF �
<br /> �S1.4�: 4penings Schedule 8�Framing �
<br /> ROQF RAETERS- �x4 5.Y_P.N{-{3 2-1596 NSOtSSURE CQNTEN t) _._ 9 CLt?OF DESfGN UVE LOAD: 20 PSF
<br /> 2x6 S.Y.P.#t-(t 2-!5%MOtSTURE CC3NTENT7 $�,$ �40f�1"r�Riiflt��i SC�t@t�U�B �fl. ROdF pE9tGN DEAD IOAt?: SEIF WEIGHT ;
<br /> C044ARTIE5- 2x4 S.Y.P.#i-(I2-15°6 M015TURE CONTENTI S�g;°�--T'"�cal Frame Section Details � �� WALL DESIGN L�AD: 8 PSP i
<br /> WINDOW 51Lt9- 2x4 5-Y.P.l�I-(I 2-15%MOISTURE CONTENn _ �p . I 2. COMBINATION LOADS: AS PER itiSCE 7-10
<br /> &. Ak.L OP T31E fOtlO'MNG LUMBER 5tlALt 8E PRESSUKE TREAS�D: 5�.7 y ���}�{{g�)FT3i11@ O{)tlOttS � 13. 5Et5MlG U5E 6ROGP- S {
<br /> SKt05,FLdC7R.JOl5T9 AND 3/4°T46 Ftd(?R SHEA7HiNG �4. 6UIlDING CATEC,t)RY t
<br /> 7 TRUSS DESIGNED TO SL'PPORT p.L.+LL.=30 P.S.F �5. BUILDING OCCUPANGY• STORAGE-NON YIAHRABLC ��
<br /> 8. HANDICAP ACCE55 TCJ BUILDING 15 FlELD INSTALLED BY OTHERS AND GEN�RAL NOTFS GONTINUED: i s. coNSTRUCrioN rrPe: v e � . lafomuAiun }
<br /> SUBJECT TO I.pCAt JUt2t9BiGTlON APPROYAL i 7. AlLOWA6l.E FLOORS: t I i TriBrri6t0r�
<br /> 2Q.dPT'iONAt IX7ER10R WA�t CQVERINGS INCIUDE ��Q`tl"°P�'""'°
<br /> 9 AL3.AtUMiNUM TO 5E 30Q5-3 I OS AILOY WITt!32.000 PSt hAINiMUM i b. EXfERIOR WALL FiRE kATtNC,: O 2 i
<br /> YIEI.D STRENGTFi. CQRP�IJGATED ALUMINUM,M�45A ALUMINUM,4`LAP I 9. DE51GN QVERt1ANG: 8 WCFt CODE REVfEW
<br /> ALUMINUM,5/6'P T.T I-I I SIDING,V�NYI.5IDING 1MTt1 �Professlpnalservlce Induatries
<br /> I 0. ROOF SLOPE SFIALL BE 8:I 2 WMEN SIiINGltS ARE APPLIED,�9E�FBC 20.DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 @-FLORIDA ;f7�3�s�� s
<br /> 1507.2 F4R StiINBLE REGIUtREMENSS.R{70f SLOPE fQR METAL ENERGY BRACE BACKECt,tiARDf BOARD,3TEEE 51DtNG ASlD �UILOING CQDE �oKanda,FtaNda sza3s
<br /> ROOfS SHALL MEET MANUFACtURERS RPCOMMENpATtOR15. "f'��O'ST{1CGd ON 518"DENSE GtA55 601D. 2I.THE CONTf2ACTORJMANUFACTURER MUST COMPLY Wf7Yi THE Plan Revtewer:WANam E Neary,L7 �
<br /> I I ROOF RAFTERS StfALL HAVE Tt1E 5AME SYACING AS TttE WW.L 2 i•ALL pO�RS SHALL BE ABLE TO BE OPENED FRO�A 7HE FOLLOWING CODES; I Icc»stesaaa , �
<br /> 57Up5 AND SNALL 6E LOGATED DIRECTLY t?VER Tt1E WALL 57Up. E�RE55 51pE WITt10U7 TF1E USE OF A K�l'. 2014 FBC,5ih�dition ���o�
<br /> 22.DQt?R 531At,C 0E Z !j4"x t tl}6°AIUMlNUM IXiRUC?ED 4 F45L9F79,S69Pat
<br /> !2. KOOF SLOPES BE[WEEN 2:[2 AND q:i 2 5tiN.�tiAVE A Q0116lE 2Q11 NEC �- --- -�-"`
<br /> UNPERIAYMENT APPllGATiON!N AGCORQANC�YVtTht SECTtaN FRAMf YVITti AN AWMINUM PAhIEI{NSEP.i'.AIUMtNUM __� _..__, i
<br /> TRIM.�OOR ATTACt1Ep TO VERTICAL 2x4. 2014 Florida Fre Prevention Gode I� Hanc Associates,Inc.
<br /> I 507.2.8 OF 7HE F.B.C.2010 � � - Y �
<br /> 1,; �`• 23.OPfIpNAL fQC�R9jINfr�71.! DOUBLE ALUMINUM DQORS> i CeR18caM ofAuthorization I
<br /> t3. WHEM ROOFWG PANEL5 ARE PLAGE�VER7ICALLY 3"x!y�xl a„.
<br /> HAT CHANNEi.PUKt(h5 AP,�ttfGtUtRED,WITfi A MAX 5P&L�N��4'�' �AC�A6�� {� ALUMlNUM ROOR,32" ANQ THEaE 6U{LDIN65 AKE EXEMPT FRL7M TttE Tt1P F8C ENER6Y �_---- No_7Ti24. _____.� I
<br /> p� � ��'w� 46°StNGt �ICLF'E�f HUNG STEEL OOOPS.TYPE, COpE 1N ACGORDANGE WITIi I 01.5.2 � �� ' '�,
<br /> I 4 ANCHORS SHALL MEE7 TI1E R�QUIREMENTS OF AL4 APp,�{�� � �"j?r� 512E,QUA D�7 ION MAY VAkY �r.---._._ .._i�.�.��.�f,.._..___..✓
<br /> ldCA1.COpES AND THl9 15 NO7 A FOUNDA710N pF.St�r�, °"� 24.PREMANUF D �TYtAT MEEf APPUCA6LE 517E INSTAl.LER ITEMS: ,.���`i(, R. �f�i� �
<br /> I 5 BUI1.DiNG IS CtA55SFtEq AS lYf'E°5° (52{?RA�E} �'�� �° � Gt?RFS MtF�E����At7 OP OOORwt LtSTED A86VE I. TtiE COMPIETE FOUNDATICIN 51tPFQR.7 AND T!�-pOWFI Sc;:+TEhA. �`ltit,1�••'•••••..9�,�r t
<br /> 16. ALUMINUM WINOOWS-TYPE,S12E,QUANTIN,AND L Tt�N1� 25'��R P N�t A�1.@624"OC.,Mav!POR ALLUD AND 2, Rq1�t,P5,9'fAIRS AND GENERAI.RCCE55 TO Tt1E BUIIDING. ', ��Q',-'}g�Eidls�•,.�`,L M�
<br /> VARY. � �� �� 3. ELECTRICAL SERVIGE HOOKUP pNCLUpING FEEpERS)70 7FtE � No 64558
<br /> 17. A1.L�ASSENERS tNTO P 7.WO00�Y7All BE t10T DIPk�GA�A 0 BUIIDING Z C'� .-�4 6UiLDiNG. ��: ..*'�
<br /> 2&.A11 6RAN �RtA�C9 S�CtFiL•O PAAY BE 5U65T(TUT�D i-^ ; =i
<br /> FASTENERS. � �g,�J 4. R40P t?l2RINA6E 5tlAll G{?MPIY WlTH P,B.C. i 503 AND --�' . -;
<br /> I 8, MANUFAGTURER INSTALIATION STANDARDS SHALL 't5'1N FOR EQU1 Ptrbt� ER PRODUCT ��8 6 - , ;:
<br /> ORpER FOR 7HE5E DE.aIGN DRAWINGS TO ACGURA�R� 2�•�LL HUILDI �BC��' SE I�!USE P5 AN ACCE550RY N07�:THIS L157 DOES NOT NECEaSARILY UMIT THE I7EN5 OF WORK �'�'• STATE , .�
<br /> F{ELp PERFOCZMANGE GONDkTSOt�S ,,"� 6UILDING lt�b FAMILY�WELLiNG UNDER ANR MASERtAt9 TttAT MAY S�REQUIRED FOR A COMPLETE '.����:��OR1aR.'•'{j?: ;
<br /> 1 9 T t I E 5 E S T RU G T U R E S 5 t 1 A t 1 N C}T&�U S E D K 1 R C O}'vi B U S O 4 Q O�l.ft.I �i� AST t 1}32'atBQ'{M#N.}DQ4R. �N S�'q�T E C t N.A L C 5 l?E R E i.A T E p C f'E M 5 A R E 5 U 6 J E C T 3 0 L O C A L � `fis i S'j ..•.• f�C 1`�'� �
<br /> FIAZARDOUS MATERlAI. (� �°` ' O O JURJSDICTION APPROVAL. i M- ����NAL1�`�� ��
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<br /> � `f�p�nns wer as�ordance with:' ••j�------=-_..._____._.___�_..._�_._.___� 4 es ned 13�--Projecl No. f ti_ - Sheet NumbeZ' �
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<br /> f i 2p14 FBC,5"'E�Swnp '� � --� � 12EN224- ' I I
<br /> ;���; Haa�ey Associate ,� � zo��NEC � d � � �, i Lark Buidders 4 ; o.`�. �4aw ; k
<br /> :���'� '� Engfneering 8s+Caastrne4on tunnin 2014 Floridn�i `" ; t ` ' � � �� s�
<br /> �`�;. s.a.so:aeas�amr,se.sva�-rao�: c-7rmo $i ; n� � , . 409 Dixa[t Street j i Y� R j
<br /> _ �° � For Wind 5 eed h C�3c re C t ���& DIIte:
<br /> ; �"' P �� � ! Vid�lia,GA 30474 � ; c.�.^. 03�13 , ! i
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