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15-16148
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15-16148
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Last modified
3/21/2016 2:16:54 PM
Creation date
3/21/2016 2:16:53 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16148
Building Department - Name
CAMACHO,LUIS
Address
4801 AIRPORT RD SUITE 210
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GENERAL NO1FS: iHESE DRAwWGS ARE APPl1UBLE ONLY 10 THE PRODUCT WUwN 9w Cw¢�tm ev; <br /> 1. NA.FlSTENERS SHnLL 8E IN ALCOROANCE WITM iHESE ORAN7NG5. SaEpFlEO.LNEr unr upi BE USED FpR 1H(0.ti5E11Q�T 'a.0.LL w,ws <br /> 48" MAX. FRAME WIDTH� " <br /> SPEC�FlED PNCMOR EAfBm TO&SE W.TERt4L 51W1 BE BEYOND WnLL MiSH FIN ANCHOR WfTHIN 4" OF CORNERS & 8� MAX. O.C. WITH Nrv�OR INSfAWtTpN O�wM'UMEq PROOUCi u0R 4AY o,ui; nae <br /> oR SrUCCO. �� SIANUARD WINDOWS OR 4' MAX, O.C. WITH HIGH OF�NIY�PROIXLTNpT q�m�gyR�nce�u� asi�oioe <br /> .. C�:I;:v^5,o'vu4i'w'dc'o""'iNU FAaTWiAS IdUST BE PROPERLY OESIGNED srqTED oH TH 5 D wwc5 <br /> k INSTnLLE➢TO TWVJSFQt WIND LOaDS TO THE STRL1CTl1RE 4 PERFORMANCE wINDOWS (SEE PRESSURE TABLE ON THIS � o e r <br /> 1 TN6E NON—INPACT RATFD PRO�UCT INSTNIATIONS ARE IN ACLORnnNCE SHEET FOR STANDARD VS. HIGH PERFORMANCE CONDITIONS. a o� � <br /> wfiH ANO MEEf 7HE REOUIRE��ENiS OF THE FLORIDA BU0.01NG CODE(FBC). � o _ <br /> 4. AIL ANCHORS SECURING PRODUCT FRnfEES TO PRESSURE TRFqTEO BUCKS SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON THIS SHEEf ; ¢ „ <br /> OR W000 FRnMINC SHALL BE UPABIE Of R615I1NG CORROSION CAUSEO 8Y FOR FIN ANCHOR REOUIREMENTS. � s _� 3 <br /> THE PRESSURE TRFATINC CHEMICAIS IN THE WOOD. // �48" MAX. FRAME WIDTH� Y ; <br /> 5. IM�WLS,INCLUDING BUT NOT UMIiED TO S1EEL SCREWS,iHAT C04E <br /> INiO CONfACT WffH OTHER DISSINItAR MATERWS SHALL NEEf THE F o = � <br /> REOURENQJTS OF FLORI�A BUIL,pING CO�E LHAPiER 20. <br /> 6. TO THE BEST OF OUR KNOWIIDGE,TME PRODUCT SHOwN HFREIN IS 4" MAX. � � � <br /> CERT�FIm&WAl11Y/SSURm BY A FlDRIOA STAIE APPROVED � <br /> CERMCATION/OA INffIY rte SHnLL BE U9El£D W ACCORDnNCE WtR1 7NE FeC o � �, � <br /> ANO THE 67G20-3 FLORIOA OEPARRIQJT OF BUSINE55&PROFESSIDNAL <br /> REGIRATION SPECIFlGilONS. PRO�UCi lS50.7BLY 6 NOT PAFT OF THIS B� // � a � o <br /> ORAWING AND SHN.L BE IN ACCORDANCE WIfH THE MANUFACTURQt'S OWIM 5 � � W <br /> ASSURPNCE SPECIFlfAilONS k 7ES11NG REPORTS. <br />� 7. CERTiFlCA710N OF 7HESE PROOUCf WSfALlAT10N5 SHALL 6E CONSIOEFtm ° g S <br />, V010 IF M1Y OF 7}1E FOLLOWING APPLY;7)PRODUC7 6 INSTPIIED 1VfTH0Uf A = EQUALLY - <br /> BUIIDING PERAiJT FRON THE PPPLIGBIE LOGLL 9UIlDING DEPARTMEM. 2) c� SPACED <br /> PRODUCf 6 INSfALLm 0Y ANYONE O7HER TWW A LICQJSED CONiRACTOR w <br /> EXPEPoENCm wrtN INSTAl1AT10NS OF THIS 7YPE OF PRODULT. })IF CHnNGES = j 82 <br />' HAVE OCCURRED TO THE PRODUCT'S CERTIFlGITION EMiIV'S LERTIFlGTE THAT W <br /> CAUSE iH6E INSfAL1h71DN5 TO BE INCORRECT OR INCOUSISfENf WIiH WHAT Q 5 � <br /> WS BEEN T6TED. � t- <br /> � <br /> & THE LfASf OESIGN PRESSURE SPEQFlm E71FiER IN THIS ORAWING OR IN 4 � THESE 2 3 <br /> THE PRODUCfS CEHIIFICATION SWVl CONIROL fbR 7HE It�6fALLEO PRODIICT. <br /> 9.7H6E DRAWINCS CERi1FY THE PRODUCT INSfALLA710N ONLY. WATER ¢ / _ / ANCHORS p Z w N <br /> PROOFlNG OF iHE INSTALLEp PRODUCT IS N0T PARf OF iH6 INSTAUATION � / / ARE NOT Z O g^� <br /> CERiIFlCATION. ifiAT RESPONSIBIIfiY SMALL BE iNAT OF iHE uwJUFALTURER - W 9� M�• 3 '_- � <br /> k/OR INSf/�IlER. � � � REQ"D WHEN �d � <br /> ^ � — — — WINDOW c� <o <br /> —r— z °``'a <br /> INSTALlA71DN EvALWT10N IS 80.5m ON PPPL1fABLE ANCHOR STANOARDS <br /> � � �� � <br /> PND/OR INFORIMTION&RESUUS FRON APPUGBLE iESf REPOR7S. ' x 9� �� HE GFfT IS = ���n <br /> 7HE Fl.ORIDA BURDING COOE VERSION CONSIDQtm WRFi iHE � 6Z� OR I.ESS �+1 V�-m� <br /> , EVAWATI�N YlAS THAT IN FORCE AT THE 7117E OF iHE EVPIUATION. IN / � <br /> 1HE EVENf OF COOE VERSION CH4NGE5/uPDAIES OR IN THE EVEM m (iYP. EACH m s o�^ <br /> 1HAT NEW OR ADDfiIONAL TESIINC IS COIAPLEfEO ON THE REFIItENCm ^ SIOE) Q a N� <br /> PRODUCT,PW�R TO SfATNG CO�E CDIdPILWCE WIfH iHE STA T E,TH E <br /> lNNUFALNRER SHAl1 CONFlRM WfiH 1HE WSfALLAiION EVALUATION <br /> ENGMEER OF RECORD 7}fAT THE INS7AWQIONS SPECIFlED HERE-IN ARE � w <br /> CURRENf WR}i 7HE THEN LURRENT TESi1NG,CODE M1D APPLICABLE <br /> - srnr+onaos. �j EQUALLY a a <br /> SPACED � <br /> ALiERNATE ANCHOR/SUB�A7E EVA UA710N NO - z � <br /> ALl ALTERNATE ANCHORS IN iHEIR SPECIFlED / Z �o <br /> SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE FRAME SCREWS � �� <br /> WfTH THEIR APPLJCABLE STANDARD(S) AND ARE FOUND , / z w <br /> / p <br /> TO BE EQUNALENT TO OR STRONGER T N TH DCfERIOR ELEVATION. wHeRE sHOwN. — W¢ „ <br /> NA E > Zv�� <br /> ANCHOR S USED IN TES11NG WIiH THIS PRO T SINGLE WINDOW 4' MAX. SEE °FRAME — <br /> ( ) DUC. <br /> ANCHOR N za=�� <br /> (NAIL FlN MOUNT SERIES 25� REQUIREMEMS o "'a��° <br /> FRAME ANCHOR REQUIREMEMS TABLE SCALE: 3/4° = 1'-0° NO ANCHORS REQ' TABLE' ON iHIS N w���! <br /> OPFI�NG IYPE FRAME/NAtI FlN TO OPENING A9NIMUM NINILIUM AT HEAD &SILL EXTERIOR ELEVATION: sHE�r FoR �/1 WZ som <br /> �suasrear� FASfENER TPE Es,am mce oisr. ALLOWABLE DESIGN PRESSURE SINGLE WINDOW REQUIREMEMS. � _���� <br /> (�)Fl2AME & INSTALLATION CLIP SCREWS SERIES 20) �w c>>om� <br /> (SINGLE WINDOW) �FRAME SCREW MOUNT SERIES 20� t`'''�`s''•'�• -�' �°'z�i° <br /> LuN.2%4 WOOD FRRAfE OR BUCK i5:� ' .� ti�� <br /> (40N.GR 3&G=�.55� ��10 51d5 OR WOOD SCREV! i i/a• 3/a' MA)CIMUM WINDOW FRAME SIZE ALLOWABLE PRESSURE SCALE: 3/4' = 1'-D' ;-�;,:'� ��`j�'-'' U =3c°� a <br /> ,�-�_• . - �`y�<;•:;; �3`9S <br /> AUN.78 G4 33 KSI MEfAL SR10 N0.10 G0.5 SELF 7AP ORILL SCREV! Fuu i/z• ��N•) (PSF) ;`;,l g <br /> 611N.1/B'TKK!J6 SiEEL N0.10 GR 5 SELF TAP/OWLL SCREW ruLL i/z� (»36" X 62° 35 ':�, '; � <br /> NIN.7/8"TKK fi063-75 ALUN. N0.10 GR 5 SIIF 7AP/�R41 SCREM! Fuu i/z• c,�36° X 72" 30 ±.=�:� J- � �. '` "' � - <br /> L-90 CMO/2500 PSI CON�RETE P) 1/4'CONCREfE SCREW � i/a• z- h�48° X 62" • � ° <br /> NAILING FlN FASIENERS (SERIES 25) (+)48' X 78' 25 -�'`'' 4 � \q°� '° <br /> WN.D(4 WOOD FRAME OR BUCK �)N0.e%7 1 2"SNS ZO +'i�=: Z � ,�,�r` �i I�e <br /> (MIN.GR}&G=0S5) / �a/e' i/z' ��48" X 72' S0 ��.• Q �- <br /> ���STANDARD PERFORMANCE WINDOW; PLASTIC TILT LATCHES ON ~!V'S' � ��� ° <br /> MIN.ZX4 WOOD FRAME OR BUCK 17 GA ROOFlNG nWL 7 3 8 �!+`�;`••�,�-,r•'Ci��a`+ F O <br /> (utN.at a&c=oss) /" �/z' UPPER RAIL& BOTTOM SASH INiERLOCK. ,+�.U• y.�`� W 3W <br /> LIN.1/8'TKK/36 STEEL (�1N0.8 GR.5 SQF TAP/DPoLL SCREV! �u �/q- ��HIGH PERFORMANCE WINDOW; METAL 71LT LAiCHES ON `?:7;•�f;�;��''� � za <br /> uIN.t/8'THK 6463-TS ALUM. (nNO.e GR.5 SE1F TAP/DPoLL SCREw FULL ��Z- BOTfOM SASH INTER�OCK. <br /> (1)FRAUE SCREIYS SMnI1 BE PAN MFAD OR HIX HFPD SCREW PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION THIS DRAWING REPLACED <br /> (2)CONCREfE SCFEwS SHaLL BE ELLO ULTRaCONS(CS.),ELCO CRETE-FLEZ(5.5.),Ilw CONDIT10N5 ONLY THE GOVERNING DESIGN PRESSURE ON THE PREVIOUS INSTALLATION ORAWING N0. REV. <br /> RAIASET/Rm HFFD TAPCON$(C.S.OR SS.)OR HILTI KWIK—CON n(c.s oR s.s.). WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 D <br /> (3)WHQJ SCREWS ARE USm Wfl}i THE NNL FlN,THEI'UUST BE A WAFFLE HEAD SLREVJ INDMDUAL WINDOW'S STATE APPROVAL OR THAT SHOwN IN THIS DRA!Mll��G N0.'S iS1O� SHEEf N0. <br /> oR ruve n�ur was.�?nr tr.�s�eer H�o. TABLE. 1 S 1 1, ��J�2 BC ��J�3 � OF rj <br />
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