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12-12-001O - 48.31 +44.37 SH 37X50 (E SH 37X50 (E) 36" 0 SH 37X50 (E) O III o I 36"X80" (E) A - 48.31 +44.37 SGD 6'- 0"X5 -8" (E) - 48.31 Q +44.37 W - 48.31 O +44.37 GLASS OPENING SIZE DOOR THK. - 48.31 Q +44.37 ANCHORAGE - 48.31 Q +44.37 WATER INFILTRATION REQUIREMENT SH 7X50 1110 NOTE #1 HEAD /SILL = (3) -Y4" HILTI KWICK -CON II X 1 -1/2" LONG ® EA. END. 2.5" SPACING NOTE #2 : JAMBS =Y4" HILTI KWICK -CON II X 1 -1/2" LONGO 20 "O.C. NOTE #3 JAMBS =Y4" HILTI KWICK -CON II X 1 -1/2" LONG, 2 PER CLIP.(SEE PAGE # 5,6 &7 OF N.O.A.#09- 0128.14 NOTE #4 : GLASS TYPE 13A :Y2" ANNEALED LAMINATED (2 PCs) 4ie "THK.GLASS & 0.09 SAFLEX INTERLAYER, SEE NOA,SHEET 2 OF 7 rough opening 32" 32" VI9IIp9lIII �oIIIIBIII � IIII III _ �ulllli WI �IIIIII�IIIIIII 1 , d I�I I�IIII r. 111"1 �i I1I N111 II II C.A. #26834 W I N D O W S& D O O R S S C H E D U L E +44.72 MARK GLASS OPENING SIZE DOOR THK. UNITT TYPE UNITT NA ME SH 37X63 (E) ANCHORAGE MULLION CALCULATED WIND PRESSURE WIND PRESSURE CAPACITY WATER INFILTRATION REQUIREMENT REMARK $ TYP THICKNESS WIDTH HEIGHT N.O.A. HEAD& SILL JAMB ANCHORAGE N.O.A. RT- HORIZ. NEGATIVE POSITIVE NEGATIVE POSITIVE 00 I wo co FRONT DOOR 1 EXISTING DOOR EXISTING 36" 6' -8" 1.75" SWING EXISTING - I EXISTING EXISTING EXISTING EXISTING -48.66 20 IMPACT RESISTANT 13A NOTE #4 36" 6' -8" 1.75" OUTSWING 450 11- 0912.12 NOTE #1 NOTE #2 NOTE #3 - ERE APPUCA8 EVERT' -65.34 -60.02 -80.00 +80.00 AS PER NOA. - 50.95 3 O A 1 /8 "HT +INTERLAYER +3% H. . 32" 6' -8" 1.75" FRENCH SERIES 09- 0630.07 ® 70 70 ® O O ( EE E EV.TYPE) - 48.66 +44.72 - 80.00 + 80.00 SH 3MO -48.31 4 A 1 /8 "HT +INTERLAYER +)6 H. . 36" 6' -8" 1.75" FRENCH R 45 09- 0630.07 E❑ F❑ © -65.34 -60.02 -80-00 +80.00 50 A 1 /8 "HT +INTERLAYER +)6 H.3. 36" 6' -B" 1.75" FIXED SERIES RD 45 09- 0630.07 Q DOOR MARK -65-34 -60.02 - 80.00 +80.00 6 A 1 /8 "HT +INTERLAYER +}b H. . 15" 6' -8" 1.75" FIXED SERIES 09- 0630.07 QE SYSTEM TYPE - 50.95 +47.01 -80.00 +80-00 70 A 1 /8 "HT +INTERLAYER +76 H. 3. 24" 6' -8" 1.75" FRENCH RD 45 09- 0630.07 SH 37X50 - 49.53 +45.59 -80.00 +80.00 (E) O8 EXISTING DOOR EXISTING 72" 6' -B" 1.75" S.G.D. EXISTING _ SH 37X50 SH 37X50 SH 37X50 EXISTING EXISTING EXISTING EXISTING (E) (E) (E) (E) +44.37 O O O "Oil A EXISTING WINDOW 37" 50" - - - - 175 FOUNTAINEBLEAU BLVD. STE. 2-135 MIAMI, FLORIDA 33172. PH: 305- 229 -3874 FAX: 305 - 359 -3863 C.A. #26834 B EXISTING WINDOW 26" 37" 50" 63" - - - - - - - - C EXISTING WINDOW NOTE #1 HEAD /SILL = (3) -Y4" HILTI KWICK -CON II X 1 -1/2" LONG ® EA. END. 2.5" SPACING NOTE #2 : JAMBS =Y4" HILTI KWICK -CON II X 1 -1/2" LONGO 20 "O.C. NOTE #3 JAMBS =Y4" HILTI KWICK -CON II X 1 -1/2" LONG, 2 PER CLIP.(SEE PAGE # 5,6 &7 OF N.O.A.#09- 0128.14 NOTE #4 : GLASS TYPE 13A :Y2" ANNEALED LAMINATED (2 PCs) 4ie "THK.GLASS & 0.09 SAFLEX INTERLAYER, SEE NOA,SHEET 2 OF 7 I I N t0 a s c ° a O, 2 "X4" (TUBE MULLION) N.O.A= 09 -012 8.14 MAX. CAPACITY= 83.4 PSF rough opening 32" 32" 15.75" -48-66 - 50.95 +44.72 37.5" rough opening 36" 36 "' U 37.5" LEAF, 2 EQUAL SIDELITES -48.66 SH 37X63 (E) _ +47.01 \ O o I N t g 1 t 00 5401 SW. 64 PL. -48.66 +44.72 �I jj I k ' 00 I cD 00 I wo co C a rD Miami, FL. I � -48.66 4 0 1 +44.72 - f I � 00 I - 50.95 6 - +47.01 ® 70 70 ® O O O - 49.53 -48.66 SH 26 "X50" SH 3MO -48.31 Q D +45.59 +44.72 (E) +44.37 E❑ F❑ © SH 37X63 (E) I LEGEND: Q DOOR MARK 0 WINDOW MARK QE SYSTEM TYPE - 50.40 WIND PRESSURE + 46.46 IN PSF. A O SH 37X50 ED (E) SH 37X50 SH 37X50 SH 37X50 SH 37X50 - 48.31 (E) (E) (E) (E) +44.37 O O O "Oil I I N t0 a s c ° a O, 2 "X4" (TUBE MULLION) N.O.A= 09 -012 8.14 MAX. CAPACITY= 83.4 PSF rough opening 32" 32" 15.75" -48-66 147" +44.72 37.5" rough opening 36" 36 "' U 37.5" LEAF, 2 EQUAL SIDELITES -48.66 : _ +44.72 \ O o I N t g 1 t 00 �I jj I k ' 00 I cD 00 I wo co rD I � i i 1 - f I � 00 I I i _ 00 I - cD NINE ow 'c0 I U Q 0 U TYPE: A ALUMINUM, FRENCH, - 48.31 - 48.31 - 48.31 - 48.31 +44.37 +44.37 +44.37 +44.37 TYPE: a6 ALUMINUM. FRENCH, 1 LITE PER LEAF, 2 EQUAL SIDELITES PLAN VIEW SCALE: 3/16 1 "-D" B \ I N m GT c 6 O P f: 2 "X4" (TUBE MULLION) N.O.A= 09- 0128.14 MAX. CAPACITY= 116.4 PSF O - 50.95 +47.01 95 -1/2" 15.75" rough opening 32" 32" 15.75" -48-66 +44.72 +44.72 TYPE: © ALUMINUM, FRENCH, 1 LITE PER LEAF, 2 EQUAL SIDELITES -48.66 : _ +44.72 \ O o I N t g 1 t 00 �I jj I k ' 00 I cD 00 I wo co rD ® O -48.66 -48-66 +44.72 +44.72 TYPE: © ALUMINUM, FRENCH, 1 LITE PER LEAF, 2 EQUAL SIDELITES -48.66 SH 37X50 0 (E) SH 37X50 I I I 0 32" O - 49.53 00 +45.59 I I t cO m o TYPE: FTJ ALUMINUM, FRENCH, GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUERIMENTS OF THE "FLORIDA BUILDING CODE ", 2007 EDITION. 2. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK. NOTIFY ENGDINEER OR OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN INTERPRETATION OR DECISION FROM THE ENGINEER BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 3. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT MADE THE WRITTEN PERMISSION OF THE OWNER /ENGINEER. 4. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND APPROVAL OF SHOPDRAWINGS BY OTHERS. 5. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION. 6. ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULE WITH CONTRACTOR WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION. 7. VERIFY DOOR AND WINDOW OPENINGS SIZE REQUIRED WITH MANUFACTURER. 8. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY TO THE ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING 9. DO NOT OBTAIN ANY MEASUREMENT BY SCALE OR VISUAL RELATION. REPORT ANY MISSING OR CONFLICTING DIMENSION TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. 10. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS INCLUDING ADDITIONAL DETAIL, DIRECTLY FROM THE ENGINEER. WIND PRESSURE /DESIGN CRITERIA (BASED ON A.S.C.E. 7 -05 & F.B.C. 2007) BASIC WIND SPEED ...................... ............................146 MPH IMPORTANCE FACTOR .................... ............................1.0 EXPOSURE CATEGORY .............. ............................... C BUILDING CLASSIFICATION ........ ............................... CATEGORY II DIRECTIONALITY FACTOR .......... ............................... kd. = 0.85 EXPOSURE FACTOR kz .......... ............................... TABLE 6.5 �1w rough opening 24" 24" Ilk DRAWN BY: - 50.95 CHECKED BY: R.C. +47.01 AS SHOWN 40 -48.66 : _ +44.72 \ O o I N t g 00 32" O - 49.53 00 +45.59 I I t cO m o TYPE: FTJ ALUMINUM, FRENCH, GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUERIMENTS OF THE "FLORIDA BUILDING CODE ", 2007 EDITION. 2. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK. NOTIFY ENGDINEER OR OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN INTERPRETATION OR DECISION FROM THE ENGINEER BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 3. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, BEFORE COMMENCING WORK. NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT MADE THE WRITTEN PERMISSION OF THE OWNER /ENGINEER. 4. THE ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND APPROVAL OF SHOPDRAWINGS BY OTHERS. 5. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION. 6. ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULE WITH CONTRACTOR WITHIN 24 HOURS IN ADVANCE PRIOR TO INSPECTION. 7. VERIFY DOOR AND WINDOW OPENINGS SIZE REQUIRED WITH MANUFACTURER. 8. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR SHALL NOTIFY TO THE ENGINEER IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING 9. DO NOT OBTAIN ANY MEASUREMENT BY SCALE OR VISUAL RELATION. REPORT ANY MISSING OR CONFLICTING DIMENSION TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. 10. OBTAIN CLARIFICATION AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS INCLUDING ADDITIONAL DETAIL, DIRECTLY FROM THE ENGINEER. WIND PRESSURE /DESIGN CRITERIA (BASED ON A.S.C.E. 7 -05 & F.B.C. 2007) BASIC WIND SPEED ...................... ............................146 MPH IMPORTANCE FACTOR .................... ............................1.0 EXPOSURE CATEGORY .............. ............................... C BUILDING CLASSIFICATION ........ ............................... CATEGORY II DIRECTIONALITY FACTOR .......... ............................... kd. = 0.85 EXPOSURE FACTOR kz .......... ............................... TABLE 6.5 �1w rough opening 24" 24" Ilk DRAWN BY: CHECKED BY: R.C. SCALE: AS SHOWN c t ' m t0 rD TYPE: FE ALUMINUM, FRENCH, -49.53 +45.59 I N ad 5 O o° t - 48. +44. 36" Le ROD I io N \I co TYPE: L �H ALUMINUM, FRENCH, Or u o° L a 0 DOORS REPLACEMENT AT 5401 SW. 64 PL. Miami, FL. SEAL__. ^11�' ° f �. Cj d C.A # DATE: `-3 - / 2L. Revisions No. Date Desviptlon DATE: 01 -03 -2012 DRAWN BY: CHECKED BY: R.C. SCALE: AS SHOWN CLPrR W M ALL RIG H RESERVED. THESE DRAVRNGS AND SPED I0k= 6 ARE INSTRU•£Hrs OF SERVIM AHD %ML RE MIN THE PROPERTY OF ROGER GNAVARRM WIETHER THE PROFIT POR W04 THEY WERE PREPARED IS EXEMRM OR Nor, THEY ARE Nor TO BE USED N ANY MMNER ON OMER PROWS OR MU SIGNS TO TFBS FRMECr EXXEPTBY AGREE E"r IN WRTrDIG AND MTH THE APPROPRIATE COMPENSAnDN M ROGER CHAVNVUREPR[DUcnrm or DRAYRNGS MO Mn SPOM M Wn)Vur 71 EH VVITT CONSENT OF ROGER QWAVARRIA 6 PROMBRED. m"rRACrOP [S MPGNMLE FOR VE MING ALL SUE CONDMONS PRIOR TO PPOOEEDNG WnH WORK Ilk +i r•;eR r t F x! Sheet Title: NOTES & ROOF PLAN Sheet No. 1 OF 1 t A -1 b �P