Loading...
533 NE 92 St (3),„Sy N• 4387 Job #2 6R046A01 For: Mr & Mrs Nestor Garcia 533 NE 92 St Miami Shores By: Make Rheem Model 5kw Type Electric Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat ROOM NAME Storage Room Laundry Room Gym Bathroom 1 Den Bathroom 2 Misc A/C 1 Ventilation Air Equip. @ 1.00 RSM Latent Cooling TOTALS Akdoruk Shather & Associates, Inc. 3950 NW 167 St Miami 624 -1555 HEATING EQUIPMENT n p MANUAL J: 7th Ed. RIGHT -J SHORT FORM 5/15/96 File name: 6R046A01.BLD 100. 15485 Btuh 15485 Btuh 14 Deg F 1000 CFM 0.077 CFM /Btuh Heat /Cool AREA SQ.FT. 156 124 514 123 259 59 44 HTG BTUH FL 1886 1311 5627 392 2497 908 443 1279 1 13065 2420 1279 1 15485 FL 33054 COOLING EQUIPMENT Make Rheem Model RAMA030 /RCGA37 /RBEA17 Type Split System COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 86 CLG BTUH 1484 2366 7973 143 3187 1361 287 16802 1540 18342 6780 25122 Htg Clg Outside db 48 89 Inside db 70 75 Design TD 22 14 Daily Range - L Inside Humid. - 50 Grains Water - 58 Method Simplified Const. qlty Average Fireplaces 0 HTG CFM RIGHT -J: V2.15 144 100 431 30 191 70 34 12.4 21531 Btuh 8669 Btuh 30200 Btuh 1000 CFM 0.060 CFM /Btuh CLG CFM 88 141 475 8 190 81 17 1000 1 1000 1000 I 1000 S /N• 4387 Job f#: 6R046A01 For: Mr & Mrs Nestor Garcia 533 NE 92 St Miami Shores By: Space Thermostat TOTALS Akdoruk, Shather & Associates, Inc. 3950 NW 167 St Miami 624 -1555 HEATING EQUIPMENT Make Rheem Model 8kw Type Electric Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor ROOM NAME Stairs Study Misc. Library Studio Master Bedroom Dressing Room Master Bathroom WIC Loft Storage. A/C 2 Ventilation Air Equip. @ 1.00 RSM Latent Cooling n p MANUAL J: 7th Ed. RIGHT -J SHORT FORM File name: 6R046A01.BLD 100. 18254 Btuh 18254 Btuh 9 Deg F 1900 CFM 0.122 CFM /Btuh Heat /Cool AREA SQ.FT. 58 174 82 119 233 523 115 174 94 74 84 HTG BTUH FL 537 1667 240 951 1477 6460 574 2196 1088 223 179 1730 1 15592 2662 1730 I 18254 FL 33054 Htg Clg Outside db 48 89 Inside db 70 75 Design TD 22 14 Daily Range - L Inside Humid. - 50 Grains Water - 58 Method Simplified Const. qlty Average Fireplaces 0 COOLING EQUIPMENT Make Rheem Model RAMA060 /RCGA60 /RBEA24 Type Split System COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 89 CLG BTUH 898 3640 245 2627 2470 16001 1321 3651 2015 112 0 32981 1694 34675 8499 43175 HTG CFM RIGHT -J: V2.15 65 203 29 116 180 787 70 268 133 27 22 5/15/96 12.0 38033 Btuh 16967 Btuh 55000 Btuh 1900 CFM 0.058 CFM /Btuh CLG CFM 52 210 14 151 142 922 76 210 116 6 0 1900 I 1900 1900 1 1900 .S /N' 4387 Job 14: 6R046A01 For: Mr & Mrs Nestor Garcia 533 NE 92 St Miami Shores By: TOTALS Akdoruk Shather & Associates, Inc. 3950 NW 167 St Miami 624 -1555 Make Rheem Model 5kw Type Electric Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat HEATING EQUIPMENT ROOM NAME Family Room A/C 3 Ventilation Air Equip. @ 1.00 RSM Latent Cooling n p MANUAL J: 7th Ed. RIGHT -J SHORT FORM 5/15/96 File name: 6R046A01.BLD 100. 11305 Btuh 11305 Btuh 10 Deg F 1000 CFM 0.088 CFM /Btuh Heat /Cool AREA SQ.FT. HTG BTUH FL 534 I 11305 534 I 11305 I 0 534 1 11305 FL 33054 Htg Clg Outside db 48 89 Inside db 70 75 Design TD 22 14 Daily Range - L Inside Humid. - 50 Grains Water - 58 Method Simplified Const. qlty Average Fireplaces 0 COOLING EQUIPMENT Make Rheem Model RAMA030 /RCGA37 /RBEA17 Type Split System COP /EER /SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sensible Heat Ratio 85 CLG BTUH 17742 17742 0 17742 3039 20781 HTG CFM RIGHT -J: V2.15 12.4 21531 Btuh 8669 Btuh 30200 Btuh 1000 CFM 0.056 CFM /Btuh CLG CFM 1000 1 1000 1000 1 1000 1000 1 1000 .�- . / , 5 q 5/-;_ - . l 5j ■/ 5/a /emei4/ : ,41 may I01 13e ao. a S /7 he.4 v4hce &� /ewe /he Iel ev"J1v141-lfive. 7e) ® 5 (/<7 I-Ae a kset4e F 1 e?).--` n , Inve,51 ke Me sod �z,vt.ei o ie t- iil Aid/ suJ (2r Me des/9 4ea/ue 2, Jll iti4cleta5 me deor5 £J/1 m spr o�en1141 5 r&Li , e , 3 /-0 K rr ;re / i I e- e, - Idled cell , eQc.4 side, , 61-C4 c.elirtvei 14 5 r &X (d. est/ aa earn ors 4t ley �ee All c d s Id a l /5 �� ha.ve 14 8 (44;14) hart 50-vt41 jo r r4 rc► ■ i q aJi evMa.tc'. c, rses (11-1A-35 - + fi S, - rte 4'e. o-r /y rquires ¢ di 3 dies @ ova 41 : 4 - d re 0'1 c k 4er 4?" j c e-r -,2 y 5 5 o $ 5 U" 4. . 61 Sized A- 5-, Floor- Des. cry /'r; a , P, L. , ,o tr 7 4 ...5 6 ,q,--fir -t'ivll.Mes, e /c. = le, 4 `4/r4 "C 1 �E' - k:6,./. relvilOrC//� j ¢ deAedlov+.S - ese aacLs , ‘5 i' e JGcvi ny "nal b.g ave, ladle I ale)f in tviy as a /sue 1,—UAy 5/4, Gce?av/eJ/- f5- • 0/-2-1/44_ I r. "-a-5 C.xQ wee- HAND DELIVERED Mr. Frank Lubien Miami Shores Village 10050 N. E. 2nd Avenue Miami Shores, FL 33138 Dear Mr. Lubien: /ms 533 N. E. 92nd Street Miami Shores, FL 33138 February 17, 1995 Re: 533 N. E. 92nd Street, Miami Shores Permit No. 3685 Per our telephone conversation today, please consider this our formal request for a six -month extension on our above - referenced permit. Past financial difficulties have prevented us in beginning work in a timely manner. Your assistance is most appreciated. V y truly ,yours, eifrIct5 _ _• Reit ;7 7.7 !Hi f /Y / /V / /Y /N / /Yf fYffll flffYl fY!l r��l��l��l�fl��l* �w�w�1��tN���a�wm�w�w����i+ ��+. ��w• �.. �.. �.. w..• . :� :.�................. certificate of dame 1ettaip X 336 -227 -6211 This is to certify that the materials described on the reverse side hereof have been flame - retardant treated (or are inherently nonflamable). FOR CITY CLEVELAND STATE OHIO 44113 ( a) REGISTERED APPLICATION CONCERN No. FA -36801 ASTRUP COMPANY Certification is hereby made that: (Check "a" or "6 ") The articles described on the reverse side of this Certificate have been heated with a flame - retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No Method of application (b) The articles described on the reverse side hereof are made from a flame - resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade name of flame- resistant fabric or material used FR SUNBRELLA Reg. No FA -36801 The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) By STEVEN L. ELLINGTON/ GEN. MGR. GLEN RAVEN CUSTOM FABRICS Name of Production Superintendent T1 Tnhtl t T7 •c17 T1 TLTn11. PAP, We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. The ASTRUP COMPANY 28. 000 YD Control/ lot # Quantity 34497 SUNBRELLA FIRESIST 8631/60 Customer order # Description 898631 2271353 Astrup Invoice # Product Code AWNINGS BY VALROSE 15627 NW 15 AVE. MIAMI ISSUED BY GLEN RAVEN CUSTOM FABRICS, LLC 1831 N PARK AVE GLEN RAVEN FL 33169 By NC 27217 AT 2937 WEST 25th STREET Title 7Th STREET, SUTE 202 u. FAX: (3051 554.7&22 TELEPHONE; (305) 220.3171 Suriluors I FLORIDA MI ke v ( I LAND SURVEYORS rn / ,6itic,e 57 • N • . 40 (/ // ' i/A7 1 k • /,'LL ■11, • ••• 1,1r 4 ‘ . , rar / A75 \ ij • • BOUNDARY SURVEY scale 1. N • /5ZIA 7g/2 c k < s i •• • • • • • • _(,) e v ' • • 7 /3 • • • • • 4 •• • • • • • • • • • •• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 111 • • • • • • • • • • • • • • • • • • • • • • • • • • OOOO•• • • • • • • • • • • • • • •I or • •" • • , ,• 1, • b. • • • . •' • • • 1•- •• • • • •• 4• • • • • ••• • / • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • , ) • ••• • • • . • • w.s ,/,(f 7 1.40 • • • ••• • /V T 1 / c 4 ) 2 • SURVEY NO. SHEET NO. e-teey `,„ t oF e L 0/ , / /f` /14.7 el/ P • • • • . • • .. • • • •• • • ••• • • • • ••• • • •• • • • • • • • • •••• • • • • •••• • • • • • • •••• •••• • • • • • • • • • • . •• •• •• • • •• •• •• • • • • • • • • • • •••• •••• • • • . •••• • • •••• • • •••• • • • • • • • •••• • • • • • • •• •• • • • • • • •• • •••• • • .... • •• • • • • • • •••• •••• • • • • • •••• •••• •• • •• • • • • •• • • • • • • • • • • • • • •• • • • •• • • • • ••• • •• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• GENERAL NOTES: I. ALL BARS 3 /4"4 , UNO. 2. ALL STRUCTURAL MEMBERS TO BE ASA SCHEDULE 40 GALVANIZED STEEL PIPE UNO. 3. ALL CONNECTIONS TO BE FULLY WELDED 4. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE. 5. FABRIC AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC WHEN A HURRICANE WARNING IS ISSUED. DRAWINGS NOT VALID UNL - SIGNED BY OWN' -�c NT. SIGNATU � /4 . AGENT • • • • • • • • • •• • • • • • • •• • 1 /4 "x2 "x2" STEEL PLATE TO CONCRETE WITH (1) 3 /8 "x3" SIMPSON SLEEVE ANCHOR (MIN. 1v2" EMBED.) • • • • •• • ••• •• • • • •• DETAIL A SCALE: 3 "= I' -0" ••• • ••• • NOTE : CON TRACT OR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. , ��_��Cfl�n NOTE: ALL PIPES 3 /4 " UNO. P2 ?0E ° 9C5 L ;ii'LIiv.E 1+ifil •.L t'cil ',IROFOSED CANOPY COUNTY RULES kill) iir.i ..l,atll)c ALE: 34 4 " =1' - i• . CO W n Ci IL . - 6 d) W c al ,O W zd) m _ U 2 N c• J N LL V 0 111 €ii p •5 =") � •5 a O Uw m1�U U c".2. — 0 tb Z 3 2 "1 Z U 6. g3 cc .c2 Wayne Suth rland P£. 1 i 44353 .StrucfuraT• Civil c?Qta: - `• i5'- June -2005 See le AS SHOWN • .. • • • • • • •••• • • •••• • • • • • • .. • • • • • ••• • • • • • • • .... • • • • •••• • • . •••• • • .. • • .. • •••• • • • • • • •... • • •• • •• •• • • • • • • • •• ••• •• COVER SHEET Structural Calculations for Canvas Awnino Project: Charlotte Trawick 533 NE 92 street Miami, FL 33168 R&D ENGINEER Research & Design Engineers, Inc. • • • • • •• 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786 - 293 -1500 Fax: 786- 293 -4999 www.RnDEng.com CA# 9857 J '..:: • • '. : • '.:V'4'a'nt) .:Suther -1 'and, PE; ••• • •• .. ••• • • ••• • • • •• •ttr cp,iraI `.: ``‘` C�rvi • • • • • • • • • �O.e ennn .•n ��� \ • • ••• • • • • • • Charlotte Trawick :531 1 €, • 2 ¢ t I nc c • • • • • ••: 1 0� 1.fl ••• • • • ••• • • 6/6/2005 • • .... • • • • • • • • .. • ••• • • • .. • • • • •••• • • • ••• • • • • .' •••• • • • • .. • • • • .. • • • • • •••• • • • • •••• • • • • • . • • • • • • .. • • • Wind Code: Wind Speed: Importance Factor: Mean Roof Height: Z = 25ft Exposure_category :_ "C" u .1 qz:= 0.00256•K Area :_ UPLIFT LOADING DESIGN WIND LOADING FOR CANVAS AWNING (Height Less Than 60 ft, Roof Slope 10 - 30 deg) it • ( 2 Area = 38.5 ft 4 Zone = "4" Pdesign gz + GCpi) LOAD ON FRONT TRUSS Perimeter := 71 • 7•ft Area -39— w := Pdesign w = Perimeter ft . ... • • • • • • • • • • • • • .. . .. • • • .. • • • ... • • • • • • • • • • • • • • • • • II .. • • .... .. • • • . • • • • • • • ... • • • Charlotte Trawick;531 j\fE. 92$t}ncQ :.•.: ... • • • ... • • ASCE 7 -98 V = 100 mph I = 0.77 V . _ i !� V _ n AG q = 18.63 psf GCp = -1 GCpi := -0.18 Pdesign = -22.0 psf 2 of 10 6/6/2005 •• • • • • •• • • ••• • • • • • • •••• • • • • •••• • •• •• • • •• • • • • • • • •• • • • • •••• •••• • • • •••• • • • • • • •••• •• • • • • • •••• • • • • • • • • • • SECTION PROPERTIES Nominal Diameter: ND = 0.75 in OD= 1.05in t= 0.11in ID= 0.82in X := OD • = 9.29 X P X : 2070 k = 57.5 Y ksi nn (nn _ 9.+) Z:= - Z= 0.1in'" 6 6 M„:= F „•Z r J CHECK MOMENT CAPACITY t Moment_capacity := 4 b • M Applied_Moment = 391b.ft •• ••• • • • • • •• • • • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • . • • •• • • • •• • • • • • ••• • •• CHECK MEMBERCS) #3, 11 (SEE ANALYSIS PRINTOUT) • • • • • • • • • • • • •• • • • •• • ••• • • • • ••• • • • • • • • • • • • Charlotte Trawick *533 NE ti2. timcd • • • • •• •• • • • •• •• ••• • • • • ••• • • S = 0.07 in Cross Sectional_ Area = 0.33 in Weight = 1.13 ft M., = 3.6 kip • in r Mr := F M 2.5kip•in M := 1 M if X 5 a, ” 0.0207 E + 1 OD F t OD .S if X > k _< 0.448 0.330.E E F Y 3 of 10 F = 36 ksi = 0.0370 in r= 0.334in 8970 fir := 0.448•— E = 360.9 F (I) b := 0.9 E = 29000 ksi F ksi •F if X.p <_ <_ kr M = 0.30kip•ft k = 249.17 Moment_capacity = 269 lb-ft M := Applied_Moment-1.6 M = 621b•ft if(Moment_capacity > M , "OK" , "NG ") = "OK" 6/6/2005 • • • • • • • • • • • . • •••• • • • • •• •••• • • • • • • • •• • • •••• • •••• .. • • • • • • •• •• •• • • • • • •••• • • • • • ••• • • •• • • • DESIGN FOR COMPRESSION L= 1.37ft K:= 0.9 4 0.85 a. =9.29 K•L Fy 0.114•E kc . r.rc E kc = 0.50 kr := kr = 91.83 F Q := I :_ P 1.0 if X Q =1 0.0379•E 2 + — if k >X ( 3 Fy OD I (:).1(1 R R Q kC2 I •F.. if ),_•,f5 <1 .ri F,,. =R7.riksi 0.877 .F if ?. / > 1.5 , 2 c DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force = 149 lb A := Cross_Sectional_Area P := Axial_compressive_force•1.6 P := FcrAg = 0.03 (I)c Pu + 8 Mu if Pu >_ 0.2 4c 9 4b (i)c•Pn P M P + if < 0.2 2 '46 4 Pn 4b•Mn 4c'Pn •• • •• • • • • • .. • • • • • •• •• • • • • •• • • ••• 0 • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •. • • • ••• • •• • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • Charlotte Trawick; 53$ Jd'4 92;St mca • •' • • ••• • • • ••. • • := 0.85 A = 0.33 in P = 0.24 kip P = 10.8 kip 8 Mu = 0.21 9 (1)b•Mn I = 0.24 if(I <_ 1.0, "OK" , "NG ") = "OK" 4 of 10 6/6/2005 .. • • • • .• • • ... • • • • • • • • •••• • • • • •••• • • • •• 0• • • • •• • • • • • • • • • • • •••• •••• • • • •••• • • • • • • •••• •� • • • • • •• • • • • • •••• • • • • SECTION PROPERTIES Nominal Diameter: ND = 0.75 in OD = 1.05 in t = 0.11 in ID= 0.82in OD � : =— t OD' '(OD - 2.t)' Z - 6 6 M., := F „•Z M := F CHECK MOMENT CAPACITY M := = 9.29 Mp if k <_A.p 0.0207 E + OD F t 0.330.E E OD S if ? >k Y .. ... • • • • • .. • • • • • • • • • .. ••• .. • • • .. • • ..• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •• • • • ••• • •• • •• • . .• • • • • • •• • • • • • • • • • • • • • •• • • • • Charlotte Trawick; 53:jic p4St mcjl ;.•.; ..• • • • ••• • • CHECK MEMBER(S) #6, 14 (SEE ANALYSIS PRINTOUT) F = 36 ksi I = 0.0370 in r = 0.334 in S = 0.07 in Cross_ Sectional_ Area = 0.33 in Weight = 1.13 — ft 2070 8970 X := ? = 57.5 k :_ Fy Fy ksi ksi Z = 0.1 in M = 3.6kio•in M = 2.5 kip •in •F .S if �,p <- k < -a, 5 of 10 0.448•—E E = 360.9 F 4) 13 := 0.9 E = 29000 ksi M = 0.30kip•ft kr = 249.17 Moment_capacity := b • M Moment_capacity = 269 Ib •ft Annliari AAnmant = d Ih.ft AA.. •= Annliori AAnment.1 6 M. = 6Ih.ft if(Moment_capacity > M , "OK” , "NG ") = "OK" 6/6/2005 .. • • • • .. • • ... • • • • • • • •••• • • • • •••• • • • • • • .. • • • • •••• • • • • • •••• • • • •••• • • .. • • • • .. • .... • • • • • • • .... • • DESIGN FOR COMPRESSION L = 1.37ft K•L F Y x_ := — r•n E Q:= Fcr :_ DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force = 245 lb 4c := 0.85 A := Cross Sectional Area A = 0.33 in P •= Axial_c.nmprec.ive_forr.e.1.6 P = 0.39 kip P := FcrAg P = 10.8 kip P 8 M = 0.04 'c•Pn 9 (1) I :_ K:= 0.9 k =0.50 1.0 if X <_ k Q = 1 0.0379.E 2 ( 1 +— if a. >k F t) 3 l OD 2 Q • ( .Qc ) •Fy if k <_ 1.5 F .= 32.5ksi 0.877 F y ?L if x / > 1.5 2 Pu 8 Mu Pu + if >_ 0.2 4c•Pn 9 ( 1 ) b•Mn (1)c•Pn P M P + if <0.2 2 4c•Pn (i)b•Mn 4c .. ... • • • • • • • • • • • • • • .. ... .. • • • .. • • ••• • • • • • • • • • • • • • • • • • 1 • • • • • •• • • • .. • • .. • • ••• • .. • .. • •• • • • • ... • • • • • • • • • • Charlotte Trawick, 53$.Ub2:St:moll :.'•: ••• • • • ••• • • (1)c:= 0.85 0.114•E F Y - 0.02 k =9.29 A =91.83 1=0.05 if (I <_ 1.0, "OK" , "NG ") = "OK" 6 of 10 6/6/2005 • • .... • . • • • • •• • .. • •• • • • .. • • • • • •• • • • •••• • • • • • • • • .. .. .. • • • • • • • •••• . • • • • • •••• • • • • • • o ••• • • .. • SECTION PROPERTIES Nominal Diameter: ND = 0.75 in OD = 1.05 in t = 0.11 in ID= 0.82in OD : =— t Z : M := F Mp = 3.6 kip •in M := F -S CHECK MOMENT CAPACITY M := A. = 9.29 nn inn _ 4N 3 6 6 Mp if X, <_kp 0.0207 E + 1 •F if kp < < kr OD F t � 0.330.E E OD S if A, >X.r <_0.448 FY Moment_capacity := b • Mn Applied_Moment = 391b•ft .. ... • • • • • .• • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • • • • •• • • • • • ..• • .. • • •• • •.• • • • . ••• • • • • • • • • • • • • • •.• • • • Charlotte Trawick; 53;4 JOE 92:St;mcO :.•.: ••• • • • ••• • • CHECK MEMBER(S) #60, 63 (SEE ANALYSIS PRINTOUT) F = 36 ksi I = 0.0370 in S = 0.07 in Cross _ Sectional_ Area = 0.33 in Weight = 1.13 L ft 2070 8970 x., X.,, =57.5 kr:- r F r FY 4e. 4c. Z = 0.1 in' M = 2.5 kip •in 0.448.— = 360.9 Y E = 29000 ksi r= 0.334in b := 0.9 M = 0.30 kip -ft kr = 249.17 Moment_capacity = 269 lb-ft M := Applied_Moment.1.6 M = 621b.ft if(Moment_capacity > M , "OK" , "NG ") = "OK" 7 of 10 6/6/2005 .. • • • • .. • • ... • • • • • • . • .. • • • • • •••• • • • • .. .. .. • • • • .... .... • • • •••• • • .. • • • • .. • •••• • • • • • • • •••• • • • • • • • • DESIGN FOR COMPRESSION L = 5.04ft K•L F y �c r•n E Q :_ Fcr := 1 :_ • •• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • • • • •• • • • ••• • •• • •• • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • Charlotte Trawick:53E pc 92;St rnco :.•.: ••• • • • ••• • • K := 0.9 a. = 1.83 4 c := 0.85 1.0 if X <_? Q =1 0.0379.E 2 +— if X > X t 3 Fy OD Q 2 )• F if A <_ 1.5 0.877 Fy if X > 1.5 X c 2 Pu 8 Mu if Pu >_ 0.2 'c'Pn 9 (1)b•Mn 4c•Pn P M P + if < 0.2 2 4c'Pn (1)b'Mn 4c'Pn 0.114.E F F = 9.4 ksi DESIGN FOR COMBINED FLEXURE AND AXIAL FORCE Axial_compressive_force = 53 Ib (1) := 0.85 A := Cross_Sectional_Area A = 0.33 in P := Axial_compressive_force. 1.6 P = 0.08 kip P := F Pn = 3.14 kip Pu 8 Mu — 0.03 4c•Pn 9 t b• = 0.21 X = 9.29 a. =91.83 1.0 , "OK" , "NG" ) = "OK" 8 of 10 6/6/2005 1 = 0.25 • • • • • • • • • • .. • • .. • • • • • • •••• • • • .. • • • • .... •••• • • . •••• • .. • • • • • • •••• • • • • • • • • • TENSION Uninfluenced Allowable Tension = 400 Ib fsS1 := 1.0 Load adjustment factor for Bolt Spacing fcC1 1.0 Load adjustment factor for Edge Distance fcC2 := 1.0 Load adjustment factor for Edge Distance Calculate Allowable Tension Toad per bolt: SHEAR NUMBER OF ANCHOR BOLTS REQUIRED: (Based on 3/8" Dia x 1 -1/2" embedment into concrete, USING SIMPSON SLEEVE ANCHORS) Tension_allowable := Uninfluenced_Allowable_Tension •fsS1.fcC1.fcc2.1.33 Tension_allowable = 532 Ib Applied_tension = 186 Ib Applied_tension Amount_requiredt Tension_allowable Uninfluenced allowable shear = 770 Ib Applied_shear = 246 Ib FsS1 := 1.0 Load adjustment factor for spacing Cact 12•in• edge distance F := 1.0 Load adjustment factor for edge distance F := 1.0 Load adjustment factor for edge distance Shear_allowable := Uninfluenced _allowable_shear•F •Fc1 •Fc2 Shear_allowable = 1024 Ib Applied_shear Amount_required Shear_allowable CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT • • • • • Pppliedt tenio sn • • Applied_shear I :_• + • Tensi+on a1rOwable:lyo of bolts Shear — allowable • No — of — bolts • .-• — .• • •• •• • • • • • • • •.. • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • •• • • • • • • • • • • • •• • • •• • ••• • • • • • • •• • • • • • • • • • • • • • • • Charlotte Trawickt 53: NE 62:Stimcd .• • • • •• •• • • • •• •• ••• • • • ••• • • CHECK ANCHOR BOLTS No of bolts = 1 ceil(Amount_requiredt = 1 ceil(Amount_required = 1 I = 0.59 if(I 5 1.0,"0.K." , "N.G. ") = "O.K." 9 of 10 6/6/2005 • • • .. • • ••• • • • • •••• • • • •••• • • • • .. .. .. • • • • .•• •••• • • . •••• • • • • .. • •••• . • .. • • • • • •••• • • • • • • • • • .. • • • • • • • • • • .. • • • • • ••• • • •••• • • •••• .. . • • • .. •••• • • • •••• • • • • • •••• • • • • • • • • • • • • • • • .. • • • • • • COVER SHEET Structural Analysis for Canvas Awning Project: Charlotte Trawick 533 NE 92 Street Miami Shores, FL 33168 Page 1 of 4 R&D CNGI NCCRS Research & Design Engineers, Inc. 12916 SW 133 Ct., Suite B Miami, FL 33186 Tel: 786- 293 -1500 Fax: 786 - 293 -4999 www.RnDEng.com CA# 9857 •• ••• • • • • • •. �; v f • `/ • • • ' .& lFI ,r,. • • • • • • ••• • • • • ° r'£[ • • • • • • • • • • :�i1/ayn A- Stithelland, f' • • • • ' • 'Str'.0 tura l• 'Civil, • .?#••44353'. . ••• • • • • ••• • • ,r , • • • • • • • • ` o /e„ ' l. '�..' • • • ••• • • • • • • • • • • • • • ����•' ";!7 • •• •• • • • •• •• ••• • • • ••• • • VQ) .. • • • • .. • • ••• • • • • • • •••• • • • • • • •••• • .. • .. • • • • • • ••• • •••• • • • •••• • • .. • • . • . • • •• • • .. • •• • • • • • •••• • • • • • • • NODE AND BAR NUMBERS ....... • .. .. • • • • • • • • .. ... .. • .... • • •• • • • • .. • .... • • .. • .. • • • • • .. • • •• Project:•Chartotte TP wick,'533 INV92 St.rtd ••• • • • • •. • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ••• • • • . .. • • Page : 2 Date : 06/06/05 .. • • • • .. • • ••• • • • • • . . •••• • • • • • •••• • • .. • .. • • • • • • .. • • • • • • • •••• • • • •••• • • • .. • • • • • . .. • •••• • • • • • • • •••• U • •• • t • • • ••••V • • • N • •• • •••• • • • • • • • co • • •••• • • Lo • • • • •••• • Y 0 • • ••••i •• •• H • • • • • • • • • • • L •• • • ••:) • • •• it a) O a • .. • • • • .. • • ••• • • • • • • • •••• • • • • • • •••• • • • .. • .. • • • • • • .. • • •••• • • • • • • .. • • . • . . • • •• • •• • • • • • • • •••• • • • • • Bar FX (Ib) MY (Ibft) Length (ft) Section 3 / MAX -95 39 1.37 P 0.75EP 3 /MIN -95 -19 1.37 P 0.75EP 6 /MAX 149 7 1.37 P 0.75EP 6 / MIN 149 -4 1.37 P 0.75EP 11 /MAX -4 21 1.37 P 0.75EP 11 / MIN -4 -22 1.37 P 0.75EP 14 / MAX -245 -0 1.37 P 0.75EP 14 / MIN -245 -4 1.37 P 0.75EP 60 / MAX 53 25 1.26 P 0.75EP 60 / MIN 53 -10 1.26 P 0.75EP 63 / MAX 50 39 1.26 P 0.75EP 63 / MIN 50 -2 1.26 P 0.75EP Node /Case FX (Ib) FY (Ib) FZ (Ib) MX (Ibft) MY (Ibft) MZ (Ibft) 7/1 -98 -61 -197 -4 46 -13 8/1 -98 61 -197 4 46 13 42/1 5 -77 -89 -1 -4 3 44/1 186 0 -246 -0 166 -0 46/1 5 77 -89 1 -4 -3 Section Properties Name HY (in) HZ (in) AX (in IX (in IY (in IZ (in Material P 0.75 1.05 1.05 0.333 0.074 0.037 0.037 STEEL A36 Bar Forces: MAX /MIN - Case: 1 Reactions: Values in the coordinate system: global - Case: 1 •• ••• • • • • • •• • • • • • • • • • •• •• • • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • - •• • • • •• • • •• • • • • • • •• • • • Projectharfotte TI`AWick,'533 Nr92 S4.rtd ••• • • • • ••• • - • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • 1 • • •• •• • • • ••• • • Page : 4 Date : 06/06/05 • .. • • • • .. • • ••• • • • • • • ••• • • • • • • •••• • • • .. • • . • .. • • • • • • • •••• • • . •••• • • .. • • •••• .. • . • •••• • • • • Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 Inspections Address: 533 92 ST NE Applicant: DARYL TRAWICK Comments: Page 1 of 1 Printed: 6/29/2005 Permit Number: BP2005 -441 Inspection Date: 4/12/2005 Inspector: George De Sharnis Inspection Number: INSP2005 -1401 Status: DENIED Inspection Type: Sidewalk Passed? ❑ Required Steps: Comments: NO ONE HOME PERMIT CARD AND PLANS NOT ACCESSABLE PLEASE CALL BACK IN AND HAVE PLANS AND PERMIT ACCESSABLE Inspection Date: 4/19/2005 Inspector: George De Sharnis Inspection Number: INSP2005 -1491 Status: DENIED Inspection Type: Driveway Passed? ❑ Required Steps: Comments: CUT EXPANSION CUT IN DRIVEWAY LIKE WAS DONE IN SIDEWALK Inspection Date: 6/1/2005 Inspector: George De Sharnis Inspection Number: INSP2005 -2287 Status: APPROVED Inspection Type: Driveway Passed? El Required Steps: Comments: SUBJECT THAT HOME TAKES RESPONSIBILITY THAT EXPANSION JOINT ARE NOT IN PLACE Inspection Date: 6/13/2005 Inspector: George De Sharnis Inspection Number: INSP2005 -2421 Status: DENIED Inspection Type: Driveway Passed? ❑ Required Steps: NOT READY FOR BOND. GRASS NEEDS TO BE REPLACED AROUND DRIVEWAY Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -441 Printed: 4/7/2005 Applicant: DARYL TRAWICK Owner: TRAWICK DARYL JOB ADDRESS: 533 NE 92 ST Contractor Local Phone: Parcel # 1132060141140 Signed: (INSPECTOR) Building Permit Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 2 PB 10 -37 LOT 13 & 14 BLK 57 LOT SIZE 100.000 X Fees: Description Amount FEE2005 -4558 Building Fee $100.00 FEE2005 -4559 CCF $1.20 FEE2005 -4560 Notary Fee $5.00 FEE2005 -4561 Training and Education Fee $0.40 FEE2005 -4562 Technology Fee $2.50 FEE2005 -4563 Scanning Fee $6.00 FEE2005 -4564 Builders Bond $300.00 FEE2005 -4567 Submittal Fee ($50.00) Total Fees: $365.10 Total Fees: $365.10 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 9/24/2005 Construction Value: $2,000.00 Work: CIRCULAR DRIVEWAY APR 0 7 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit 1 assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: February 25, 1974 City of Miami Shores Building and Zoning Dept. 10050 N.E. 2nd Ave. Miami, Florida Dear Mr. Bradford: Please be advised that I will not fill the Swimming Pool to be constructed on my property located at 533 N.E. 92nd Street until a barrier is constructed which meets all the requirements of the local building codes. I am also aware that if the drain field or septic tank located on my property are damaged or not in accordance with the building codes, I will take what ever steps necessary to make them acceptable. Thank You Robert Lodge 533 N.E. 92nd Street Miami Shores, Florida otar;• a e of ria Expizes April 9, 1976 Don.., a) Amorican Fir . r lal Co. S7?.� CE :Fi9J 2i0) I t io cros ' :i ,'' Amoiy R. Symington LOTSPEICB FLOORING CO. ACOUSTICAL MATERIALS 67 N. E. 36th Street Phone 7 -1669 801 N. Miami Ave. LUPTON STEEL SASH Reynold's Metallation Phone 3 -5491 RiiWAY DOOR »UP 01 iisiLS_D "THERE'S A RO -WAY FOR EVERY DOORWAY" MANUFACTURERS AGENTS CO. Building Specialties 48 N. W. 7th Street. Phone 3-8369 667 N. W. 14th St., Miami, Fla. Phone 3 -3663 SUNNY SOUTH PAINT COMPANY Distributors of BENJAMIN MOORE & CO., PRODUCTS W. F. Frantz MIAMI MILLWORK & LUMBER Co. MILLWORK LUMBER SASH & DOORS "Known for our Quality and Service" Distributors: MORGAN Authentic WOODWORK 535 -599 N. W. 11th St., Miami, Fla. Phones 2- 3186.2 -4747 PENINSULAR SUPPLY COMPANY KOHLER PLUMBING FIXTURES OF MIAMI KOHLER 2247 N. W. 17th Avenue _ RAY - HOFF AGENCIES ENGINEERS OO ACTURSRS AGENTS HIR A ACOUSTICAL I NSUL AT ION USG A RED T P G LA QU Floor Sanders - Waxers - Polishers 16 N. W. 7th St., Miami, Fla. Phone 2 -5121 SEMINOLE BOND & MTG. CO. FIRST MORTGAGES Insurance Company and F.H.A. Loans 227 Seybold Building Phone 3 -2618 CRYSTEX Phone 5 -2651 INSULATION - WATERPROOFING - SOUNDPROOFING a STEWART ELECTRIC CO. — ELECTRICAL CONSTRUCTION — — LIGHTOLIER FIXTURES — • Phone 2 -5300 Miami, Fla. VISIT OUR SHOWROOMS FT. LAUDERDALE 712 E. Las Olas Boulevard REED CONSTRUCTION CORP. ENGINEERS AND CONTRACTORS Precast Concrete Foundations, Wood Piling, Concrete and Steel Sheet Pile, Bulkheads, Gunite Work, Sandblasting 1345 20th St., Miami Beach, Fla. Phone 5 -5397 V.I. ()HMS OF INSURANCE 1.():1NS. FUNDS H. S. HRANNLN ACME SUPPLY CO. ROOFING and SHEET METAL CONTRACTORS JOHNS - MANVILLE APPROVED ROOFERS LUDMAN CORPORATION WHOLESALE DISTRIBUTORS 21 N. W. 21st Street Miami, Florida Steel Yard: 8427 N. Miami Avenue ALL GRADES WOOD FLOORING INSTALLED GUARANTEED NOT TO CUP OR BUCKLE 550 N. W. 24th STREET, MIAMI, FLORIDA F. T. Sargent Phone 3 -3317 PYRAMID TILE ROOFS HURRICANE PROOF • Phone 2 -6497 134 N. E. SIXTH STREET REINFORCING STEEL STEEL BUILDING SPECIALTIES ABBOTT ELECTRIC CONSTRUCTION - MAINTENANCE - REPAIRS Specializing in Re- Modernization 186 N. E. 20th Street Phones { 21set r -s 2 ss , TICNAI.- FLOODING CCDiCDATICN PHONE 3.3143 MIAMI BEACH Main Office: 605 Lincoln Road LESS E. MARCOUX BUILDER CONSULT ME ABOUT YOUR BUILDING Estimates Furnished 2375 S. W. First St., Miami ESTIMATES CHEERFULLY FURNISHED CHARLES M. EWING Phones: 2 -6127 — 2 -6128 Phone 5 -3479 WEATHER STRIPS and CAULKING Miami Builders Exchange Building. 458 N. W. 29th St. Phone 3 -2171 LIGHTING FIXTURES — LAMPS I2Cy E. DCDD LEMCO and VENTO STEEL WINDOWS Kalamien Doors ... Rolling Steel Doors ... Fire Doors WAREHOUSE AND OFFICE: 137 N. E. FORTIETH STREET. PHONE 34971 S. C. DAVIS CONSTRUCTION CO. BUILDERS — GENERAL CONTRACTORS MIAMI Phone 4 -1428 Established 84 Years PLUMBING and HEATING AIR CONDITIONING 752 S. Miami Ave. Phone 2 -0251 Excavations M. R. HARRISON eafrabtadian com,papu GENERAL CONTRACTORS AND ENGINEERS 1605 Biscayne Boulevard JAMES M. ANDERSON CONCRETE - MASONRY - CEMENT PAVING 1327 27th St., Miami Beach Office 5 -4056 — PHONES — Residence 4 -1701 BEUTEL'S SOLAR - HEATER, Inc. 1527 -29 NORTH MIAMI AVENUE TELEPHONES 2 -3161 - 2 -3162 GILLER CONTRACTING Co., Inc. BEN GILLER, Manager MASONRY - CONCRETE - EXCAVATION 523 Michigan Ave. Miami Beach, Fla. CHAMBERLIN METAL WEATHER STRIP Co., Inc. VENETIAN BLINDS Sistrunk Venetian Blinds are modern with exclusive features not found in any other Blind .. Highest quality materials .. Expert craftsmanship. Made to individual order in our modern factory. For GENUINE SATISFACTION .. Specify SISTRUNK BLINDS SI • 1Nt• MANUFACTURERS VENETIAN MINUS Established 1893 A. D. ROLL and FLAT SCREENS 46 N. E. Sixth Street Call Miami 3 -2151 Miami, Florida LIGHTMAKERS, Inc. 1730 Biscayne Boulevard Phone 3 -5292 Ample Parking MANTELL 35 N. E. 26th St., Miami 219 N. W. First Ave., Fort Lauderdale MIAMI, FLORIDA FORT LAUDERDALE Phone 5 -4628 LINARDY FLOORING CO. ALL GRADE OF HARDWOOD FLOORING Miami's Largest GENERAL INSURANCE AGENCY Discuss Your Insurance Needs With Us We Will Save You Money Third Floor, Biscayne Bldg. Phone 3 -4726 Phone 917 J. MILONE PLAIN and ORNAMENTAL PLASTERING 501 N. W. 41st St, Miami, Fla. Phone 7 -4828 Miami, Florida LUDWIG BROS., Inc. CONTRACTORS — BUILDERS Of Over 100 Miami Beach Homes 1240 Normandy Drive, Miami Beach, Fla. Phone 6 -2493 MIAMI, FLORIDA For Quality and Workmanship, Call Phone 2 - 7463 G. C. McCAUGHAN PLUMBING 1303 N. Bayshore Drive Miami, Florida GREEN - KEYES - VANDERPOOL AGENCY, Inc. Phone 2 -2644 REALTY & CONSTRUCTION COMPANY BUILDERS OF HOMES - APARTMENTS - HOTELS - STORES Consult us for your Realty - Financing - Construction 740 Washington Ave., Miami Beach Phone 5 -1819 MIAMI 218 N. E. 8th St. 2-311 2 -3119 ( I A A A MIAMI BEACH 1112 lath St. one 5 -3546 BRADDOCK BR OS. Plastering and Stuccoing PLAIN OR ORNAMENTAL WORK 1924 N. W. 14th Avenue Phone 2 -2231 Miami, Fla. eT -witniar4 v ESTABLISHED 20 YEARS CA I3 C C C I . - L,A M C N T C C . A' GENERAL CONTRACTORS 3014 Coral Way Phone 4 -2539 Miami, Fla. TRADE and GRADE MARKED LUMBER • • • F.H.A. FINANCING JEFFREY LUMBER 2041 North Miami Avenue PIERCE PAINTS • • • • Builders' Hardware • • • Dependable Service YARDS, Inc. -8341 - 3 -8342 - 3 -8343 Friendship is Built on QQuality NOT PIEICE Phones 3 Caulking Interior and Exterior Painting Waterproofing A. P E T R I PAINTER AND DECORATOR 0305 N. E. Ninth Avenue 1240 Normandy Drive Phone 7 -2088 Phone 8 -2493 MIAMI SHORES MIAMI BEACH PAUL E. SNIPE STEEL BUILDING PRODUCTS 1750 North Miami Avenue Phone 3 -4781 Miami, Fla. CONNELL - MacVICAR, Inc. LUMBER AND BUILDING MATERIALS "Tops in Service" 3445 N. Miami Ave. Phone 3 -4611 MIAMI BUILDERS EXCHANGE 46 N. E. Sixth Street. Phones: 3 -2151 — 3 -2152 DAILY TRADE REPORTS Plan Room for Sub - Contractors — Bureau of Information P. O. BOX 2017 THE MASTER BUILDERS CO. Colors and Hardeners for Concrete — Waterproofing H. J. HECHLER, Representative Phones 3-4511 - 4 -7023 Miami, Fla. FIVE YARDS " EVERYTHING TO SERVE REflU4IRT TO BUILD YOU � 8 5 x gfR ANYTHING" CORAL GABLES MIAMI SHORES MIAMI BEACH LITTLE RIVER COCONUT GROVE GATE CITY SASH AND DOOR COMPANY SOUTH FLORIDA MILLWORK PHONES: Fort Lauderdale, 1430 Miami, 3 -2151 Miami Beach, 5 - 2997 15 S. W. Third Ave., Fort Lauderdale, Fla. P. 0. Box 901 ■IIUUIIIIU IIIIUIIIm IIIIU 'TOU BY PAINTING n �, i r fin9 co. = pa' ''' ro�''�er f v � 3 -5000 inn J. L. SOMMERS Phone 2 -4193 Lic,•szo AMD/l tvatOrM'Id cros 5 669 N.W. 8 StreeL ! nlR nn• • OFFICES Miami Miami Beach Fort Lauderdale • F. S. WILSON CONCRETE PLACING CO. CONCRETE AND MASONRY CONSTRUCTION Office Phone 3 -4920 Residence 7 -4913 - 4 -2832 ESTIMATES CHEERFULLY GIVEN 2226 N. W. Miami Court Miami, Florida Public - Commercial Buildings and Residences Pp 25 N. E. 20th St. Let Us Check Your Plans FRED HOWLAND, Inc. GENERAL CONTRACTOR 1114 Postal Building 5 SCR TRANSI ,. M OIC.E 3400 N. W. South River Drive. Phones: 8-2459--8-2450 JOHN B. ORR, Inc. BUILDING CONSTRUCTION Palm Beach, 8235 Craftsmen in Plaster, Stucco, Cut Stone Sculpture and Interior Decorating Miami, Fla. Phone 2 -4159 N F 2 _4_ B \_ SE RED UCKA n r.�f 11 N. E. 1 AV F / Is May Save You Mosey Miami, Florida NNVENNER 1, 1940 OFFICIAL SPECIFICATION COVEN, MIAMI BUILDERS EXCNANNE 7 THE MIAMI PSST PUBLISNINN NMPANV i ? 0 .F ICE • - CAF j ? JOS[P J�[ �BR AR C I T-E CT } 7625 AI3CAYNO BLVD j MIAMI FLORIDA 2 2 2 j 2 2 2 2 ? 2 2 2 2 2 2 2 2 SPECIFICATIONS FOR Residence for j I Mr. & Mrs. R. D. Stewart l / i 1 Miami Shores, Florida ) 2 ! Set No 4 Date 612 -46 Commission No. 46 -S 2 2 2 L. ��.._.�.� �.._..�.�.. �. �.��.�.._ �.._.�.��. ���_.._ ._ i These Plans and Specifications are the Property of the Architect, and MUST BE RETURNED TO HIM at the Completion of the Work. GM'EMAL CONDITIONS CONTRACT DOCUMENTS: The eentract documents for this contract aball consist of These Specifications, A Drawings, Sheets 1 to 3, inelusive, "The Standard Form of A ce Owner t snt between Contractor and Oer for Con - firm.*** of a ildt e, fourth edition, together with "The General Conditions of the Contract", standard forms issued by the American Institute of Architects* Where any •ontliot occurs between the afore. said General Conditions arid these opeeificatiems or the i rchit **ot'e Drawings, then the previsions of these speeifioations and draw'injCa stall prevail, Copies of these standard d$eumren is are en file a the Arebiteot otftoe for inspection by bidders. PERMITS: The Contractor will secure and pair for all necessary permits for both building (tram Mimi sb OL ilding Inspector), and any necessary permits from various utility companies* de will maks required deposits en electrie end water meters. Owner will reimburse oontraetO or for any smell deposits, on meters only, when receipts for sass are presented. TAUS: Bach Contractor shall compute in his estimate and properly pay and discharge any obligation due the Mate of Florida under the provision of Chapter 15,767, Laws of Florida, Acta of 1931, known as Documentary Stamp Tex /tat. Eash Contractor shall compute in his estimate and properly pay and diMeharge any obligation due the United States of America or the State of Florida under the provisions of the !F social Ceourity Aot (th. R. 7260) emoted bv the 74th Congress. Each Contractor or sub- oentraetor or supply dealer shall 'eozuputo in their cost and properly pay and discharge any obligation due the State of Florida under the provisions Of Chapter 18 Laws of Florida, Acts of 1939 known as the "R Sales i at" , or chain Store Act." Article 27 of the A.I•A. femoral Conditions shall be amended to road as followsg The Contractor shall maintain such lnsuranee as will protest him and the owner from claims under Workmen's Compensation Aets and from any Cher clause for damages, property ty dos ages, for personal injury, insluding death, which my arise from operations under this contract, whether sueh operations be by htselt or by any cab- dOntraetor or any e ms directly or indirestly employed by either of them, Certificates Of sash ins:trane* shall be filed with the Owner, with a clause in such .reification requiring at least 10 days written notice in the event of oeneellotion, and shall be 'abject to his approval fo adequacy of paroteetion DITgs. Centa'aeter ill be held as having a amined the site and compared drawing* with same. eontraotor will have building staked out by neg. inured Eneineer awl pay for same, nuking shall be dome anti general earner and floor levels have Ito - dattnitely determined by Arah iteet and Owner. 412 400444 the site of stumps, roots, and all plant growths 'within the building lines. All rubbish to be remsvred from site at the oom. Option Of the works ir. a MUNICIPAL PAL R»aUTA ii ©A Contrastsr shell be held as familiar with the Betiding Code and nsn at the a City et Mi us i Shesea and the r sgulati oar of the State Board of A.Sllt:h and will be required to follow them even though all the provisions of these regulations aro not specifically std om sheen in these spepifloations or the Architect's drawings. KtwxCZp L 1 Z Tm!8 (.CONT$D) Should he note any aoetlietion with such regulations and these epee - atdons or the drawings` he shall notify the Architect immediately before proceeding with the work involved* WAYATICIr ai moo, aveti on as may be necessary, backti ll after foundations . � tie and use extra fill to sake a neat slope from the building 940111LALMESEL The 'vet* 'included in this 'heading includes all labor sod materials regeired to owlet. the *overate . and masonry indicated on the &airings, noted in this spediftea*onor necessary to complete the work *$ pia by the intentiNt intent the drawings. MATTI All cement shall. b• a standard brand of Portland cement fulfilling theyreektirownts of the "Co ent Standard. speeifieations for Portland. Coins" hdeptsd by the "American Society for Testing dials. PR0 OF G ONCR. TE: All plain and reinforced concrete to Contain at least six (6 ) wk. opt senor* per cubic yard machine mixed with such proportions et 'Aggregate and water neoesaary to secure mnsimum density in • ooarete. AAtNFCR OING STEEL: All steel shall be new billet stock unpainted and free from e=- essai'Pe rust or scale and shall be of sixes shown and spaced as indicated An plans* All neeeSaary terms for the proper exeautten of the work shall be toomilOod by the Cantrad r. Snob toms shall be soearely braced mad' maintained in position is prevent any poaaibility of movement doping and after pouring of concrete and shall ba set to absolutely tries and level lines with close joints. COMM BLOCK WALLS: All .exterior walls shall be concrete blocks. Certificate of linderwriterfe appiovsi shall be furnished. All eseerets slabs in Building to be as called for on fill well t.*pe.. !TAres Mar for *11 dement blodk end brink work shall be nixed in proportions and one part Portland Co-lent to tee parts clean sharp 1 • • , tae , wh iah shall be added "C tsx" waterproofing in the pr p*'tiens ef 3 ibe, (1.61, 41 qusrte) to each 31. seek batch. CARPI TRY: elt:14111140 lumber sltha.floors end sheathing to be No. 2 common pine, tradosearbod and d* marked. All 1um`?er coming . soata$t with masonry waU,Ua to be trotted with brush ooat of Coletu'eaml TRAIIINos Pogotide ' anti *root framing as indicated on drawings or Deoeseaary or requia tar produce s well braced stibatanttal and rl,g1d job. Pp oflde *11 reeessary bl *ks., etc, , in masonry walls tO secure fur'ri t rsther bieOrtng, 'gremnds, etc. l attire- i ufsee of roots shsl.1 b$ sheathed with 7,W' T.&u. Sheath- ing Wards not . var p" ridS:A rsurfaced both sides ].aid at right anglos to raters. f Ot exefpt bht�s to be serest grade ask, land in lengths t etc'" with smd ]oxwill hs against" i not less than S O" narrow width 'board (. ' sba1l be used. ' iris , sanded And td p1d as required, fill with paste !i 13 er islultr" w s dirOCtid : Ow* two teats of she llae and one coat of ware. ; 41 , 116 j i 1 749 02 1 3 9 icitotton to bliVe - Armerbeerge or equsl standard weight linoleum osier oaf. -3.34111tid by ;water, lad over pine floor. PR , tit R Tx ZE FLOOR nut whore tile fps amour over wood foists prepare for eoncrete fill by 1" x e" ships to eaeh side of joists and floor with bats' a in bstwesnt joists and sot lit" apart Level corners of r edge of joists to Shape edge. Flooring to be 5" below tinlet tile floor. All to be treated with .brush coat of celcure•io1. OH' FRASMS s 1 z 6" are to- be laid - diagonally mn ois is and d at may` bearing with two nails. End joint cult iri ist ell inattanetsir Cut in ond pieoeo between ends of Nowt !`noel• a nd i , U IlfD'l a't -' O F II R t 4 h door fris.a Si , detailed or required, all to be heard ovprress • #te ,.ubsdt shop dot alla bef rs teak. Awatoatio AND CAULZIY4 PRAIII8 1's kfA3ONRY WILLLa3; All tiam•aa `it>t nclonrI wails shall be sse a rely anchored into s iwOry jaw a with , epikes n tltd into jamb and tlai'ned deem *vat so a ets b e t. A11. fraz iia ;sin **sooty valle to be caulked • #b 1404.1 . or ChonbOilainta eaaatround t Competent mec an ies tsar tlisr w!. ih this p00441411. ;.' ! • .0+ , • , • y , • ., • •6 •••- • • • ; - • fxs. • 4 • 4 • • • .• " 4 e i.• • r • 4.4 ' " • t": • • • • , , • : ' t s -ft • -44.0 , " C f • A 1, • .4 „ . .1•; •, 4 7 , 4; . ,p 1 • .4 t■ $4' 4 4s. 4 . 4 ;;"- . k;"•tli ' 4 t e , • , • "‘ 4 "4; , . , • .. .. . . ;:,, ,,, 4 ,- 4 - 4 , ,.;/ , , '4 :3 ' k ' • - ' ' , \ • , . ../•(„.•, ' 2 '"-4 • .4., .;C u . • , i` nk , '-' --, • . . • ..,': t.-, " : . ..P).. t t • :'' • , t , ' '''' 1\ • . ',', .: ' z': :. -; - ' . iL ':•••• , —, I:\ .:: • ':,' . ,. 1: 4.,,* ; !", ;„ ` , • .7, . ' t '• . - -, ',..1s....-... r' * . 4 ' ) , y , ' • . , • • -.4- 4 ' • , 444, t. 44- , • Pr, 117 g. , ; 44 41 IV ' - A 41 „ !, 16 • 4 Z46$ • .4' DOORS: All interior doors to be of the R Flush type door - 1 • 3 /8" think. all exterior doors to be 1 - 3/4" thick heart cypress as shown. WINDOWS: All windows to be steel T Steel reduots or equal. All windows to be equipped complete with sereene . 1NTF11OEi JAMBS AND TRI s To be of Cypress as detailed. All base throughout to be of wood. All stook patterns as selected, KIT CI: EN CABI'?ET i s Kitchen cabinets to be Mill Maid, colors to be approved by owner and architect. Kitchen drain board to be prepared to re- ceive tile top and sides. ROC'PIvU ,LND EET lETitL Rooi'ing Contractor shall provide and install all ma terials and labor required to complete all roofing and sheet metal mrk, as inidcated on plans, specified below r necessary to a complete finished job and in a thoroughly watertight and first class manne TILE: 31001e2: £ ,ovide and install white shingle cement tile roof, tile to be laid in cement and neatly pointed to Architect's approval, using one part cement to two parts of clean, sharp sand. 7'efore laying tile roof the roof area is to be oovered with two 301E felt laid according to manufacturer's speeifi cations with lap, tin napping entire surface at 12" center. S$LL?T *METAL LATH: All flashing shown or required to obtain a thoroughly ww•atertight job shall be of popper of proper gauge. Provide flas -ing an counter - flashing ,vhere required at junction of roof with nhinmey and wall. )rovi de approved flashing at all vent pipes extending through roof. FINALLY: Roofing contractor shall furnish ir writing, a 10 year bard for all roofing and flashing.= LATH, PLA S TM and STUCCO: rovide all labor and material terial ne pessary to complete all . do r3 under Ghie heading indicated on drawings, specified herein or indicated as being the intent of the drawings. All wire lath shall be Clinton Are L 2 -1/2' meshes to 1" galvanized. Provide wire lath behind all tile wainscot, in all angles of plastered rooms as all plastered arches and at 411 plastered or bull nosed plaster returns, or where elsewhere nec- essary or rewired to provide a thoroughly first -class Jo All rock lath shall be best quality, perforated lath, applied with 1/1" Joints breaking joints every other course, and secured with galvanized iron nails. All plastered surfaces within the building not otherwise noted, shall be so lathed. P.6Z'LAND CAUERr SCRAM COATI tul oovi de a s erateh coat of Portland C planter backof all le wainsiot, • tARAL PLA9'i$RINOe All interior surfaces unless otherwise Hated in plans .shall have two c oa is of "k e" plaster or a ppr av$4 :;equal. Finish emit *e13 be tinted plaster having a textured surtaee well brushed out as selected by ovum, Sa*P1$* of finish to be approved by owner and architect before bs WA:4g finished . coat. All outside corners or an of all plane, roturni, mhos, niehss, etc. to be bulosed with a ✓ itsv of ;sp oximstely O " All bath bull. nosed and kitchens to be furnish. .4 in White hard surface ready for painting. $TOCCO: 4 Cisco shall be nisei, in proportions of one art Portland C m ent tb ::tom Torte of clean staap sand is which shall be added "Crystex" laterproofing ' in the '.following proportions in the scratch coat, two Moe. 1- quart) to *ash one seek batch; the .finish oat, three • �,�. e . q � r , r ta) to each one sack batch. r lime shall be u , in ,stusee esaept with aver and A permission, Not*, dun lines, etc., indicated on drawings, straight and true. StOCCO :,61*PAaE3 Entire OXteriors etc., shall be given two coats of stucco as sp.etfie44 -1 sh Colt to be give *lightly undulating texture wall brImbod cot. S Of texture to be approved before starting work. tnish thied noes of sin sa to to not less than 5/so. Ql $` ' A D w t�;�`IAAO t, Ali., gin to be "A"' geslit ' double thick, unless _otherwise indieated. glass indoors obeli be back puttied and **eared with Wed atop*. Oleos in .dogs shall be back put tied and secured with eigoing clips sod putty. All putty to bi 0 Xahlaa" or equal slastie long a�ps�o�td. All gloss shell boar labels denoting quality. p ride sod install 6 x 4 glass .look where *hewn, typo to bo .agile eted arch i toot and mere After all work hn$ been coupletad, contractor shall replace any : glass and leave all glass in perfect: and clean Condition. R,F601I HAeDNARBt A , ordinary heavy builders, ;hardware used in oorstruation such as joist armors, windows and tow frames, , anehOre, ; nails* bolts, 061. shall be furnished 'by they Contraet. inwpi . Bantu ]Ie Oentroctor shall a11DI $200.00, for tinS*h hardware which to hs to instal* 6eleotion to be wade by Apeh itoot or owner. "pap TRIPS Ott t do *d iootoll en all outside doors 3" wide brass weather- s saddl* a ObombeaIata A0 33, or equal, Weatherstrip aides Mg hem of all exterior doors. �1r =VTR= WIRIWGI w SI0NDITI ONS t the Bieotrieal Contraeter shall be governed by the General Con - ditions and regz i?omsnts ,vorn ing the general contract. The follow• ibg epposifiaations with the ueompenying drawings epntemplate the installation of • complete system of electric writing Which is to to installed in ,strict conf eraeity with the rules and regulations of the la+ lo' City Ordinance, the National Board of Fire nderwriter* 014.. the rules and regulations of the Florida Power and Light Comspsny, otit oats of ins ps Oti•n must be turnip h•d by t hi s C.utra,etor from the lamed partied showing that tho work and materials •teitllod have met with their Mire approval, When this work is told this Contraetor shall make a complete torso as may be � Contraotorrlhall furnish and install a complete electfioal iast a including Jarvis* conduits wires and all detailed y material* neeOssa for • complete eleotrioal installation for all outlets as shown on plans or speoeified it specifications, All wiring shall be installed in thin wall conduits as of size demanded by .the Cade. Conduit shall be General Electric I?ot tip Or C astral Tubing and all fittings, elbows, couplings and boxes ,shall be of approved make as manufactured expressly for the purpose in which they are used mud shall be galvanised, All erndu is must be installed during the construction of the build - iug •o as not to hinder the progress of the General Contractors Conduit system *hall be sospleted and aceoptod by the inap. tors braving jurildietion over semO prier to the lathing of residence, All eonduits'' run in floss ; be of ample lie to receive load covered sables. All wires shall be deitvared in original wrappings to building with earwri tear' approved label stating size and insulation, .11 :wire* larger thin A & 3, shall be stranded as .double braided. No three wire, eirouita will be allowed for branch circuit wiring. : soh oircult to grange its own neutral running co nti nu©us from panel box to Masts, is,. All airouits shall be plainly marked on panel board, *ad •hall indicate outlets at fuse controls. ova AID RECEPTACLB8I All reseptaele• shell . be of duplex type and manufactured by one • *1! the approved assimilation Monufasturers of scheduled material such as. G5ymor, BB or Hubbell. All receptacles shall be set hush with finished plaster and 1B" above floor with ivory covers, All awtt obis shall be To gle wi t#a ivory plates, and shall bear mark- r ins of . approved nufaeturers mach as Goner, Air, Bryant or 2�etbbell, aer41 ems shall be overhead from eleotrie light pole. service to be 1 1/4" eondidt $#B eonduoters 100 amp. This •sntractor shall provide and install electric heaters in baths *ore shown and outlets for portable hooters where shown. ?Ovid* bell posh button at all exterior doors « bell in kitchen. WaTINC,FIXTUREts t1A allo,*nOe. of $2OO,O11 shall be made by Contractor for purchase of Zighting'.f .toes. Contractor to hang fixtures -. in his contract. Piictsures to be seoleat *d by Arvhiteot and Owner. • • WALES AND DRIVEWAY: Provide went walks as shown on plans. TERIEOWEI Contraeter is to provide for installation of telephone conduit, 1Matod * e directed by owner, and in ae eordanse with the telephone Company requirements. FINALLY: Vpon soapletion et the job the Electrical Contractor shall furnish a esrtiflpte of approval from loval inspegtion department also an wdeeonditienal ggarantee of labor and material for a period of ono (1) year following asoOptanoe of job, =PINE CABINETS: Provide and install mesdisine oabinets, where indicated. Con. Waster to allow 140.00 in estimate for this purpose. some to be sleeted by the Arehitest or Owner. PAINTING: the painting contractor shall be governed by the "General Conditions Of the General Contrast All work spottiest under this heads shall bM performed by expert oeupsttnt craftsmen to the end tbaat finished and � o may be obtained. All surfaces whisk fee► any reason aro not properly prepared a ready for paint- ing 1 be brought to the attention of the General Contractor and in no tape shall the work pressed until sneh conditions have been .remsdied. COVERtINCG AND PROTEC ?ON; The painter shall exorcise all reasonable care to prevent the splattering of paint. Drip cloths shall by used wherever ns ors sary and I' be /famished to adoetate quantity to afford complete pro. tsotien All splash4rgs of drippings shall be thoro*ghly cleaned off and all stains removed MATERIALS! All materials shall be pure unadulterated and of first quality of the class s peoi„ti d, All *elms and shades to be selected by awner. PRIMING: All o*posod w oodwerk, interior or that which be seas a of its nature Shaul* be primed for pretest ion„ shall be given mining seat of pale ditto lead linseed oil and turpentine all thoroughly mixed aid well shed into pores of wood. All mail holes, creeks joints and other detests in surface shall be filled after prima coat is dry, with linseed oil putty All bratty and sappy bins shall bo sealed with shellac. All ex- terier exposed voodoo* shall be primed with coating of silver paint. EXTERIOR Mu: Shall roam after priming ems seat of lead oil and sine paint sad a rival coat of Edward Smith and Companyft or equal,, exterior paint et *oleos select d. • • . 3 J . 2 a . - * " "; #'• . • s" .. art Wait All interior woodwork* 'weep% in kitdvan sad bathrooms, shall P•ioip - are oats of Lead **doll in addition to pwi i goat and .M wiped A, at of gime* d oft to obtain desired *Hest. S shall be approiredW Owner, 1TCSB1 AND . EAM ON* Shell reeit'r• , addition to priming coat wo coats of d smith a Caeprni!i_ 11 of osier sslestOd, and ors *oat of lawtWOodth amid COmpanyho enamel undereost. 11A8 WALE$ t All walls ekeept kitchen and bath to have tinted plaster -solar ss solo . Ion MOW* To be given two meats of 3E0 *anent neat paints or other approved watef of apes* sel�sst*8 browner and applied .strictly in with menstseturerle direetien. cTIE BLI cZJIDR$ i vide and install Venetian Slinds and recessed glides for all E wa _. Venetian Wads to be of strvenk Southern Venetian Blinds, '. equai tb, be spiaevot by AvOk$t.e TIM " " vitreous body floor the with corn base. Aal he to be 4 " br af" to a height et' 4 +6" around room and tO b t. in bath tub re sags. "void* set of star 1eeessoriea for Bash bath as fellers: dish„ 1 - d * 4 by �p dish and grab rail s it toothbrush and tumbler hoidor 1 mem.• M by d $i . messed paper holder 1 samm " towel ter 1 .. 30" towel bar provid e kitebsn shit drain boards with A" z d" the top, back dbd ends as per detail Sir rails to be vitreous tile, WideOW tiila t,rogb tile the house to be posed bullneso tile. sig. e th�1ho is aloes, patterns, and type of le to be Au lliStod by Owner and drebitest. B GENERAL commas, traat�or shall be governed by the "G.naral Conditions" ��en . governing the general sutraet. The following spgd tO*tiofs of a complete pl bSng and sanitary system which is ff bg lttsta1l/ot in strict s tt amity with all local and state ales awl p tlatiou and instald in acocrdance with the standards geed, general pr*e ei . ,ox or Mir y,r ?ttssbiag Contractor to famish greet and put into satisfactory work. ester a es Sete systole of plumbing including all fixttur es and spsef dd sled the neeeesary piping to same with ls+ttt hangers, ore. * noeeesary to job as aatlined it first Para- ph if this slosirisisliella This rent raetor shall obtain and pay ill rlQtttrad permits And properly protect tae work at all times. Ivory nedestary car* and prid+antion shall be exereisod to prevent undue note* tram flew of water in pipes. .r: • • . � + k +�� :•w :'.fit tt + t. .44 t,: $;. y 3 • p- tE w a ` • . -i� r 4 ,thy, Rv r Old 'stow piping shall be of hot dipped galvanised iron. Het Water piping shall be of also ragnirod for the proper fulfillment of various :nations and shall be streamline sopper tub* of pro - ps alai and gauge. All soil vent and west* •stalls house and general sewer pipe shall be standard weight 'east�4 on of tuts Alabama Pips Co." or equal, and shall be Of 'dos preieribod by laeat and State regulations tap the parppse provided. All lead pipe bends shall be of best quality and of drawn pipe. All lead piping runs oor»saisd in walls or partitions shall be protrNeted with a wrapping of stopper wire mesh. v"M! T S entire system shall be provided with valves so located arrsngsd and eperatod as to give complete r*gulati on daetvol of lister in tthe ipea and. all p1U ing !ixtura All valves iblill be nk j ina srethors or oval* NM: BIBS: Parrish and install 3 hose bibs as direeted by arehiteet. 'MR 3BRif l E s hovide a 3/4" tap, meta and supply from City mains to house pa+ovidisg gate valve whialh shall control entir* systsaa. Pin:Mbar to pry for motor tap permit„ Besass►ary =mating for this work shall b• dons by . the Plumber, 31'110 7431(: This Cantraetor is to provide and install a septic tank of suffisisnt Nis* as required by Cade and a drain field properly laid in reek se ro4aeiped• . maims Plumbing *ystea shall be left in complete working herder and plumb". lag Contraet er shall furnish s g gran tee oevering all labor and materials for a period of ono year following aaeeptance of job. PTIMBFWO FIXTURES: Tds a trs•tsr shall provide standard or equal, plumbing fixtures. Bo *hall submit a list of available plu ing for approval of owner. L QTRI H ©T TI : ER HEATER This eontraator shall provide and install a 40 gal. automatic hot water beater unit, Westingbense, 0# X, or *quad, sans to be as 'Aerated on plans. .4.' s � •. n :. ( -44092=7 edet1Lsed-;17pcs ot•ci +Lze kc,r ern 1-ra1 tivtaJo ley re etnco-r-Zi,vi tfer 444-e cactrs a s 5 (c N-E9-iael_ple,eet 4,--e41: er MaiA 4(40-- 5 — 24-4 lc" jootc:e...at-ke. — Ma Is Pi vie s of 2 &14V gevtztic Lia Jc& 1 C5 5 /4<nArkl_ " 1 Pes <140_e_iet.5'ha-1.4 0 L = 0 P5 F (5 ihoto coicuLa.--1--E t Pen' (4 5i7a44. <7 . v er- extol-. 504 ,_aocIt_ole_ffec-frL434) • /1427-ti 60;vt•ete a,fra_clestor 5421-11 a — 5 a-44 e eat M 1 Metd • cho- roor cci lea le9Gtel C rer g-r. Alo/a/1 egd p dkr4 e— i oAr — iE ne *Iv ?AA/ ‘:0 Zeed-h;,, &lid; ; 5 M _ p211 • 1 • -/Y--1 r g's R e mtAta ‘5' cede- ta7 0,15 1- ( , 5ecribi6 A.-5 tel-e-w5 FI3 -4 1 budi up DA 172 1 op ikt e4514J cc 4•4.142 eja, calls car k+_ x_to" re so-kteac-A 5 - _anolt/A e0-34 beam c124443€____111, _reit/14_1n ih exisk tociawi . ZVe6 /Ygji4 91_ &(%d 1 2MA 1 • Mar) DAVIS ENGINEERS P A • • I . t 1 , ; - __L____ _ .._.____1 1 ' i i I ; I LLLHH ; I • 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 ' 305-266-2566 JUKV yilml-ie— qq/-9.1 c i q -, *__}/.51, Mom in r---1 --1 1 ,, -1 7 — gec 4as 1 1 i 1 .4 1 1 1 --1 1 3,6 1 , , ..f7,- , - 1 • • ' - 13- i--)4 • , .......„......... , • r I 1 1 j , j ; , ,- --•-, 1 1 r i i 1 1 ---,---i ! i , , ----i — __ .. _ ..._....... ‘.. i__ I i , ____ ___,. , _I__,_ , ,__1 I 7 1 i • , 1 , ,.---- : cc.: 7 'f ..c...46, ; 87.-60-/ 1 : _ Lc. -..1 4 2 1 ,0'..s - ; ■ 1 in , L 1._ C27; S 1 . 1 1 t 1 f - 1 L t : . r ____ 1 . _ .. __I 1 1 1 i_ L 1 1 1 , ... _ i ...„.____...._ 1 V/E e /-. )(•/.. c, ET6 F 2 A14) !--C; ' 1,41D /.;; 1 /T /1 l )-: 1 1 -- i I , 1 , 1 ) ■ 7 , 1 __ • _ _ 1_ _ ' ____,____:_i___. _)_____ _.. ; :_. ff.i 1_ i __1_ ___ 1.1.1 . , , ! ! ... ._•,........ •____ rLoot z.,,,eais . /¢7.5,f;i', r, / -_- . ; /7, 33 '!. 1 ?7 __ ........___ _ illil I 5 cue /6 1 leo4 1 1 1 1 .______. 1 ,L___, 1 , ,_ L , ,...1._ 1 t , --I 2t, :#// ' • . i I 1 I . i i :I' '1' • F t 1 . I i'l 1 J It ! 1 :, /.2./ 2. ',--r1 1 r = 1/4(...s'' . ' .- I 1 /4 t''' frr i bfc.1 , I , z H— . ____,..... 1 ' 1 1 1 ! j i --1 . , _____ i _.• ,H_„ ,.. . _- ; ,1 1 I 1 1 ____ ! 1 ..J 1 1____ , 1 ,1;1 ----) t H-il 1 I I t ; I ; ' , i t 1 • --- 1 ___ 1 1 i H 1 - -- - - ' - i i i 1_,_.) 1 • I 1 1 t 1 i . ' -; --.,--.., _ 1 j 1 t 1 i i I—"" ' 1 1 DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 , Zaez„).s' 4sec5, • .4-/-"'ES*D2 LL LL I I _ 1 1 pare e.. c . i ' • i 1 , , 1 2 r4/..(eb:. - ---1 — — in --- ; I i ; • , . , - 1 _ ; . , • , , , - - r — ,,,,.... ; .. ____ _.... ...___....._ . , . . , _ ______•___.)„_____ 1 1 --- I t . I t 1 , . _ _ _..._,.._ ._______._.._.____1.__L__t__2 • _____.. _......1___4..........1...... , . , , t 1 . , • 1 . . i .............,—........ _____ 4 - c. 2-4- .o-, 6 _ _ _ 1 I -- ' - -- L 1— ; I — 1 i - — i i ! 1 1 ., ■ ' 1 ill . 1 i 1,— El .. ,... __ _• , d :0..crzs__ .1 . . . :!./q - 1 e. 9,3 I i__:__ I 1 I : I , .1_ i_i___i _i_.1____!__ i i I I 1 ' ■ 1 ' , r r --y- i ' ; 1 1 1 . i i 1 1 I , i -1 7 I -- -- ....., i___.___1_ • .. .. 1,-...--) • L J .[_, i it 1 1 _ .._• . 1 . - ; , .„.... ,..._, _ ,.__• ..•_.: 1 • , ! 3/i e.5 1 E..5"T - ;6). 2S) "- ? ---1 , ...r 1 /4 ' I o a c' L 1 _ ____ • ________..[___,;...._ , 1 • , I --• -- - IF TT •t -1„; ; t i TT : - 1 ..............' . .. t I L , ........ i . , 8 -, 44,5 0 6 t 3.5', 31 \\-e.s. • C2.,dk'4 ij) 4 , , 1.____ po = ' _ 7 9 ......1 ^ 9 +- ) 79. . "I "/i . (1 21 •r .3 j I I •, . I ; L i 1_1 i f f 1.— __ .. .....- ■■■■*, 1i,--t ‘,- '1• I 11111 - —1 • • ,,.._,. , ; ; 1 i i 6 H i:_,_, •.j : i _ —....t , l'.: 1 1_ ...__•,_____ , LJ , . . , , 1 . I _ 1: : i,i -i -----___ I r 11 • I 1 — 1 I _— — I I ! ! ; ' I ' 1 1 I • , _I i_111 ' r ■ , --i ____i I i Li r ...._____ i 1 . i 1 _ 1 1 silil!i • „i___11____ ! ___I i 1. 1 , I , . . i ! I 7 F ittli 1 _.„......_,____ _._.!__, __. i__. _ ._ ________. ,_ •....., i , 1 1 1 , , , 1 . 7 ............._,_ . ,...........?___ 1 ___*______H ._......1..............1,. ....__ _ _.., 1 i i , , , ■ • i I ' , ; ! 1 . , . ---1---;-1 1— 1 , LJ Juifq(c )1/fp/ye - P1 F i ? j I I�( ( 1 ; I i ! I __-;_- j 1 _i , ", 7 �/ si. 4K, 67. SDsF - f 4O i o�F I ' ' I r _ j 1 -_ - Ala/r) DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305- 266 -2566 /O7; , , ___.., -1L;' �_,__ - - --Y �---� I- -I i t ' ■ i { 1 • { 1 i ! 1 ' c tVF � 6 Krr T 7G •_ ! fi �2 Z � �s �"v_4.1 /J a ' 7 Q » - C-6,4 ?S SS r' i x i // (90 _ ' to /0, � ! • i • a.)/Jci ld e, . 7! ' S4 Pxi x� / 7. . I L._ _L9 7 Oj #% I • 1 1 43 w e /GF/i i20oi1r I _ -�- f I I S - t__.__ 1 - - 1 1 1 < < - oo r , /- 6Q r; 2 LO *1, - '____1,__I____ I 1 _ __,_. , =f� -_. _ i -_1 I ! -- 1 ----P- 1-- - A__ •C r _ _ - - - - ---� I _ f " FiG 1 D2j • • / I ht • i l HUI 1 ' 1 � ; 1 ' �-- _ � - ! , y� r- - � �- �Y - _ ! _ I I 1 4.__ DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305 - 266 -2566 PG 3 11.111 1111111.111111 INNION • 4t� 2, /.( _I S� pa a / Z 3P i �� o' 1 1 � 1; t, I; I 1 1; -L. I i 1 I 1 Z Y Th I / . I (— _I amommilim o. 3s 3 �_ ! f- - _ . p :oo33 x.43 x 23 .:..5" 0 0 � , � Z � L � ' 1 .. i 1 ( C O,4 $ 1 / 0,7. A I R Xc / 7 `'_ I /3S ( 1 f )�1 1 l 1 J_1 1 i— 1 . I T - � 0 PrL( )1 "1 S( 3o C? F y , 1 -�. 40 I Prr' S !-- � --- -3 0 '_-x'6 '_ !_ i I 1 _i � t i } 290 x /<S'„33 1L i 5. 2Q i 17 1 2P dd 4 . . 33'� 2, +Z I 1 l - 1 , -, 1 . 1- �" - - I- 1 i - - L � - _ , � , ,_._ • 1 . J. I I ( 1 i 1 ; 1 - . o• 204 �S. 2 d o 20¢ ( i 1 I r 1 ' , i O i j -+ I L _,-, f , i f 1 r i , _�_ �. �, . 1 1 + i U-_-U_ _,_ _ _ _ _I o. 3S; , c,2'X '30 x r 7.S 1 / 3j i _ _ 1 J -171 - : _ 1 //.‘z .< ' 7 s ! 2/ /�' 1 I V . 1 ` ;71 S� 1—+ -? -7-3 .-,fit__.@ 2z, — _� � -- .— - — — "__!______J___: 1 — f ; 1 � HL 1 ' ', ' 1 ( , I ./J , , Su�.e ¢ i — s O. ! n •/sn /Z I I � o. �7i� ! — I 1 --� . ■ 3o4L,�; ' 3o f L X.'53.33` 1_�. I 1 ' 1 1 I 1 —. / 1 I i t r-1-71 1 — -- - : , 1 — - in 1-7 1 �;~i DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305 - 266 -256 cam m. > —1 71 — I _ _ ' _ !- _ _ _ __ ► I Fl ; i _ 1 , - S — - X3 3 f I I � i 't - 1 � � _..L. L' T/c E t /l i i j i ■ ._ -_ _. _...I_ -J ( i '_ ►�I- 1 2r)iL, rIP . /'. S 1 I � I � � i i ! ! 3 _ �-, -`� ' g' ? � 90¢ rli /.', x i � �/, ' '! [ _ _ :� J — 1 ; /_7x7// L . . I — — i x xI ��2u !/ Zi # / x l _ -¢' A2 i- I 1 f -- 1, I , e. C- ' .60O x. �l- 80 ' x '/_ 7 - a Z Kai _ I . I __. 1 _ 1 ._ ' .- i _ f I - I t -i - �— � ; I i - - — ¢ —' -J — t:J ✓K -' Z 2:,b x %l �: e _ VC 2 2 � 7 _ ; i - I ' ! ' I ; Z f I I 1 -1 _ ��— 1 I � � ■ J , i - I ! I ; /2000 - • 1 1, ;- _�_ __�_ i -- I -9 "ter <I I %I c�r.�,� i � i JJ ! 1 1 _6. = I � I I I f i i 1!! , , 1 t I, I 1,, 1. 1 1 i I f - i -1 1 / } - . - --- - i - - ) , _ ! _ -_ � I --- - : ' � ( — _ 1 � I VY DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 PC S ' ^ :ve ! c ; 1 --- ■ -- 7_ 1 1±4-1 1# .i21457 H H< PTrT 1 I 1 1( ci,S) • • , ;!C 7, 4 4. D 7 1 ! . _ _ ''.. _ _ _• . : __:. __. _ .____ I ' 1 ' 1 1 1 i ' - j ; I ; I ; ti I J 1 - 11 4_1 1 ,_117rti - 7& . Z . ,J 'I /I A b , -. 1/. o. 7 t •11 •, • 4 1 • _ , m0*, , I L' (24 4-- - , , t • i . , 1 , i 1 . ' ' . 1 1 1 ' ! 1 i • — ) — 1 - 1 , ---- )— I i t '---- --.: z -1-1 49 s --11 3•2, z.2 !I :-- , , / : , 2 ......__ _ _. :. _.,......_!_____ •............._,_......, ___ ....... ,_._.............,,_....,,,__<__. _ • i• • _ ...___J ' 1 • ic- t ! , . 1 1 " . : 1 1 i ' „ , J 1- z ' I2S ,. , i , ! ,. • ___,..,,,..._...,_____■_.,___. , . ; ' . • . : _ _. _ . __. ._.. • , __.,_____ , , L__J__/__ ......_ . __ _ L.. , 1 1 z.orD,c.; 1 1 1 1 . 1 1 ' — ; 1 -,--- 1- , ' 1 _:_____ I 1 • 1 . , :—.) 1 I -- -,---------+- --- , 1 ! , -----•---1-- — , 4 2; // 1 1 /7.? ..._ _ - ! I __ . t 1 1 1 1-- I, f_._, ii: b,, 0 3 .5" ..... 1 1 1 ; , , 1 1 i , - I 1 1 - -----;-+-' • ■ i • • ., ,- — __ .-- _ i , 1 , .,.. ... I I .4s- , 1 a . 60o 3 .5"! .v 6 1 - ,€) = A. 2,2 , T ; „_._ 1 , 1 : i_ ...... j i_.... /.5-1 6 e !r-/,,, p:.,„,,,,i, , , , • , !: , 1 1 / — ; R .-- — • • ; • I i _. _ j , ■ ___1 t 1 ■ / 1 i 1 1 _ Li_ ___j_ j ;___1: i t : I . 1 1 ____h • ' ' 7 ',. (..7 7 s I 1 ! 1 i I 1 1 H. 1 . J 1 • 5 //. 2 ...c, i zi 62 1, • , l ! / •_ —...i1_ . _ . ____•____I, .!, ! 1 1 --,....7* '-'-' I I ! ZH I ■ J 1 1 1 11 ! i 1 1 .......... I Z_ 1 - 1 in f 1 — , i , I 1' i . . • _ • _ _____ __ ___ __ • __,L_I_____!. !.._._ ___ ,„_____ _. •._,__ _ ...., . -7 I 1 • • , • 1 , , I , ' 1 1 • , 1 ,-- ---.1 , , , , i . ! , ' ,— — 1 - ; 1 ! ! 1 1 1 • - j , • 1 ; , , _ 1 i ) _ 1 1 4 X T/ 7 z • 2 ix 6. 0 ! • 1 ! ; !A,s- 06J3 ! _ 1 L.21 7 r 61 -1 • I ! J L L L± i j 1 11 r LJ 1 i f 1 1 • DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 4 -- 1 - 17L -- 1 - i4v6i ,,,_,6„±) 11111_111H _I _...• .........,..____ ... 1 I 1,,,,,„ 1 1 7 1 I i 1 c " k ,_... i _ 1 i -1. ---- -1 1 t' I 1 -- , __...., ..........1........_ - J I I I • ' I 1 ___4___._, ; ,__ 1 I I I , 1 ; : 1 , ' • I . , I in : 17 , , ■ • ■ _ ___ ,.. .•_ _ _ _ . ___ _ -___ _ • 4 l' ( I 0 7.,_--C ) 4- I. 71 r . c..) = 2//, ----1- , r ; 1 j • ,----, , , „_....7,___,._ . , ! i • /-,'„. 4 - ' __,..?-/ x / 2 i , I 3 7 ' ci l i 717 1 ' _ .. _ _ _. 8 ' I I A ' ( I • ; -1 1 1 .... ......___ ....,...... 1 fr ' ' /2 ,( 6 : : a C3 Coi , J L , . ' /Zip 6 i 1 i • , , , 1 , i 1 1 •. ./, 3, , 3 3 ;.. L /O 07 1 ; ....: _I e , 0.,,33 . , , 1 , i — f i. . . 0- -76 1 • I i 1 ! ..1' , L I • t 1 1 1 ,_. 0 _ .__,____,•, ___ tc,it •1 . , , I , 1 a ,__•__ ,...,i___.i ,i___ i ,i 1.....,56...._, o / i. i, e: ......... .___ , .__ 4 _ ,iiro.•;i, r I , 1 . .00.33)4 i - --- , , , , ,___, , , , . 1 . , ._±.„ 1 i ,_._...._,_ 1 , -- ric( --- : ! .. - 1 14,0 i_i .. 1H • i 1 r 1 . , ____ ,----) L !, 1 I F-1--i- 1 , i , 7 _ 1 _ ,_ , , , k 1 -1-.- J J ( I- 1.--• 7 ' cd_ea ',- ( 2/ 9, x /6. -57 - 5 , ; 1 I I 1 i 1 / 1 / , : i I i// I I i_i , — 1 --- h" • ;Yy 1 . .e0 L i t 1 4 ' / 9 ' r , •.. _ — 2 /6, .0 J. 6.4.:kfi ilitilli t , i ,. 1 • , 7 , ) ; ..! 7 , i , , i , - 1, I. . , , 1,, . •,. t t , , ____.. ,-,- • t , . i 1 _ i____:' ■■• •■•■■ ....M....1■ i l et , 0. 00: 1 , _... .4.- ... L , I 1 .1e1/01' J 1 , , t , 1 , _ • ---1 , , ,___, . i ____,_,_ 1 , , .5-.; /aii,____ . - 4_, 6, •.z 1 _ i /6 44 ( . , • ( ' ( ; ( o. o3 6, , ! i ! ; ' • . , L _t t I : , •I ) c, lItii_t; 1 • iI. __ L t i , • p ) 1 ; , 40, 4.. ; (,...f /97,,,,c - )14- j / , • ( 25 ? • . I t i 1 1 ri 1 1 1 i • , , 1 , t ____ 1 .• _LI_ ..i.. 1 I._ t 1 1 i , ' ; ; 1 , 1 / , ; . , I 1 :".* I I , ; " '.--• " ".' .1 ...."."" i " n "' - 1 i l j••■■■•■ I ' ! - _... — -_. / . i cy' ; 1 ni 1 1 • 1 1 .......„- ,_ • - — . _.......... •_...._4—__ -, _,..c....2_i_t___.; I j . i • •1 I - 7 ia 2S5 , 0, 00- 3 1 f /o I - - - -• - . • , i 1 1 - . :---;...---4-=- - - - 7 - . , • , 4==- " .1- - -=1- --- __ 4 - -‘ t t 4 . 1 4 + 1 A 1 ' --.+-. --; --;---- Al.-5"...rtJNE: 1 es X % f ! cr; 4 /-!: ■ , L • ./ !. Z 6,1_ _1___' __I _ __1 _ ,__. •J-._ - - . • ..... .•' - - -- - ,-_ - ,-- - --'-----.-4-__ i ) __,__ _ , _ .____,___.____._,__ _ 1 , , 1 , , ,..F.-.L... lis f .,-7.1 r, (3. ;,5 r ..; 33:7 f ‘, /et., tc;t77; j 1 ■ , - ,---- . , i , i . ' , , :....! , ' . 1 I i _______..,___ _..._____ ,....„ _ (L'_, _ SD_ 'f:/' k' /3, .--1 4:05 '7/ r , 7 ;1 gfr 1 1 , !____I i ! ______, _ ../_____, 1 ; i___ . illi ; . _1_, , I I - P Kr i v.'? (:) iz..,C_4 ..H i' , 1 , i , !! i 1 : 1.---r. I . . I T 1 , — +-- , . -- — • . D4 ; /07)..5 v *. ' ' 2E,_ 1 <_/, 4' /c2 P.:, 4 ./: Tr 1 j ......._. .. .•.. _ . C-4_, , 0 ■ 6/ 75 = 17,0 se , /, :7 -.- __ IS/L1 i _ ... . ! 1 --- -- -- - - ---,--,- - -- I ..; -- , 1 , 1 I I • f 1 - i T - -1-1--11 i r____ ! ! . , -,---,- .......... . . i , ' ! V 3.. 4%5 i LL J . I-- 1 S",ic ' . I S 1 i erlo6 ; . J LiL , : , • ,,, , ' /2. b op ! I , i .. i , I I * I I I , r ),-- 1 -I li j I ri i . i I ' , ;!-,: 4 ?, '45i ...; 17e); , 1 , et/4 i l_i_ i__ J ._ __L In l; , ' I . 1 1 1 i t i I L ' . 1 i 1 i t 1 i ' , , . 1 '(o - 0 ' .._......4_. ,___ I . ■ , ' I i I - i - I , . /.... 1,74t 34 .f 7, _., ., /z1 , 3 ..„,. . ..... _ . 1 . • , I 1 1 ' 1 .. I 1 i 1 , i 1 1 • I . ...._i_. , . , ■ : s • i i___ J i I ■' 1 1 ' _ e5 i i 1.......: ____.... — 1 - 1 1 , I 1 j .__...„,..._..... ___,•__ ,____ ______•.__ -, _ ..4_,_,...._. ,_. ! ; 1 , Cl _ / / 7 , ..- . 3 4 3 y; Z _ ! S, : ,,,,,, 1 I i [ 1 .._ ..__ Li i j i 1 I ! 1 i 1 — 1 __ ;_..., j , ., ' ; ! i l I " 1 ' I J i 1 I 1 I 1 -,--, v , i i i__ ' 1 .c/' i ___.: ti_x+ /6) i _ 4.5. L , 6-, ,..5 ,,z- , .: c s, -...4 ••••_____ (..... . , I 1 , . ' ! ! ; , . 1 i; , • 1 1 i 1----1- . __ . I -_,-H- .._ • ___.___ , • _ . , ____ _ i t I -. i i t 1 I ■ . ,_ I - 1 - - - - -.- - --, --- - i -- ,---4--- I - - - , •----'---- '• --L-:-.. :._ i .1; DAVIS ENGINEERS, P.A. 780 TAMIAMI CANAL ROAD • MIAMI, FLORIDA 33144 305-266-2566 A •••• 1) 7 • Re.: tJVGW eMMet& tI ffealinsr, Waisatillem4, JIM TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING • ENVIRONMENTAL SERVICES • A Miami, April 25, 1995 Jose R. De Vivero Architect 5845 N. Kendall Drive] Miami, Florida 33156 Attn.: Mr. Jose De Vivero Dear Mr. De Vivero: Sub - surface investigation for proposed addition to Nestor Garcia residence located at 533 N.E. 92 Street Miami, Florida. Pursuant to your authorization; ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., conducted a sub - surface investigation at the above referenced project. The investigation was performed on April 21,1995. The purpose of the investigation was to develop information about the site and the subsurface conditions existing at the proposed site in order •'to••evaluate site preparation procedure and foundation design criteria. To achieve the desired objective three (3) standard penetration test borings were performed and the logs are enclosed in this report. TEST METHOD: The borings were conducted in accordance with procedures outlined for standard penetration test and split spoon sampling of soils by ASTM Method D -1586. A two (2) feet long two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with 140 lbs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time then extracted for visual examination and classification of the retained soil sample. The number of blows required for one (1) foot penetration of the sampler is designated as "N" (known as the standard penetration Resistance Value). The "N" value provides an indication of the relative density of non - cohesive soils and the consistency of cohesive soils. 3745 N.W. 50th STREET / MIAMI, FLORIDA 33142 P.O. BOX 66 / HIALEAH, FLORIDA 33010 / PHONE: (305) 638 - 5882 -83 Jose R. De Vivero Architect page two April 25,1995 Suitable corrections are applied to this number in order to include the effects of soils overburden pressure and other factors. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. A continuous drilling and sample procedure was used. Therefore, the samples were taken at intervals of two (2) feet or at every change in soil characteristics. The types of foundation material encountered have been visually classified and are described in detail in the boring logs. The results of the field penetration test are presented in the boring logs in numerical forms. The average ground water level at the site was found at five (5) feet zero (0) inches below the existing surface (see logs). FOUNDATION RECOMMENDATION: 4.- Excavate footing trenches to the required depth from the ground elevation. Our recommendations are based on the information as provided from the client as to the type of structure planned and on our subsurface investigation performed on the proposed site. Our recommendations are as follows: 1.- Clear entire building area plus 5' -0" outside the perimeter of construction and remove all asphalt, top soil, organic material and unsuitable surface material. 2.- Compact cleared area to a minimum of compaction of 98% of the optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density compaction test. 3.- Backfill building area, plus 5' -0" outside the perimeter of the structure to required elevation with clean limerock and limesand fill in compacted layers not to exceed 12" in thickness. Compact each layer to a minimum of 98% of optimum density as per AASHTO T- 180 -C. Verify densification procedures by taking an adequate number of field density test, especially by the footing area. is DAVis ' mm: ..TWviEat FAX #: 2.67- 1.5 FROM:J i E le- Pe V 1 0 DATE: 5/9 aS % 2..e f ,106_ wes to c 44 (i4 THIs mplo FAX #: PHONE #: • Jose R. De Vivero Architect Page three April 25, 1995 5.- Compact the bottom of the footing trench to a minimum compaction of 98% of the dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density tests. DESIGN RECOMMENDATIONS: The above foundation recommendations having been achieved and verified we anticipate that the foundation and footings may be appropriately proportioned for a safe soil bearing capacity not to exceed 3000 pounds per square foot. The use of spread footings and single column pads is suggested. A monolithic slab foundation system may also be adopted. CONCLUSION: Regardless of the thoroughness of our geotechnical exploration there is always a possibility that conditions on the subject property (site) may be different from those at the test locations. Therefore, should any subsoil condition different from those reported in our boring logs be encountered during construction ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC., should be notified immediately. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if we may be of further service to you. Sincerely y/ Iberto am " R ez, P.E. #23976 Environmental Engineer Special Inspector (threshold bldgs) # -0488 ALL STATE ENGINEERING AND TESTING CONSULTANTS,INC. AR/bm, Sub -soil 24/26 DEPTH (FT) DESCRIPT OF MATERIALS SAMPLE NUMBER BLOWS ON SAMPLER BLOWS ON CASINO 1 from 0' -0" to 0' -6" top soil 1 2 from 0' -6" to 1' -6" dark brown sand with roots 2 , 0 2 5 5 7 from 1' -6" to 5' -0" white medium sugar sand 3 5 4 4 2'4' 5 4 9 5 6 from 5' -0" to 6' -0" brown medium silica sand 4'6' 3 3 6 7 from 6' -0" to 12' -0" tan sandy limerock 5 7 8 6'8' 9 11 16 9 12 14 10 8'10' 14 13 28 11 13 12 12 10'12' 12 10 24 13 from 12' -0" to 15' -0" tan medium silica sand with limerocks 8 7 14 12'14' 7 7 14 15 16 End of boring at 15' -0" 7 6 17 18 19 20 CLIENT ADDRESS PROJECT ADDRESS LOCATION tszidt9ta& ean Zee lea F Yeatai, WareAceitan4, cfric, TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING 3745 N.W. 50th STREET • MIAMI, FLORIDA 33142 PHONE: (305) 638 - 5882/83 TEST BORING REPORT Jose R. De Vivero Architects 5845 N. Kendall Dr., Miami, F1. 33156 Proposed addition 533 N.E. 92nd St., Miami, Fl. as marked on plan 5' -0" Water level' below surface at Date 4/21/95 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ORDER No 95 -0192 REPORT No 1 HOLE No B -1 DATE 4/21/95 DRILLER MP & LT ALB RTO RAMIREZ, P.E. ALL STATE ENGINEERING & TESTING CONSULTANTS. INC. 0' DEPTH (FT) DESCRIPTION OF MATERIALS SAMPLE NUMBER HAMMER BLOWS ON SAMPLER "N" HAMMER BLOWS ON CASINO 1 from 0' -0" to 0' -6" top soil 1 3 from 0' -6" to 2' -0" brown medium silica sand with roots 0 4 4 5 5 7 3 from 2' -0" to 4' -6" white medium sugar sand 4 2'4' 4 4 9 5 4 3 from 4' -6" to 6' -0" dark brown mediu silica 6 sand 4'6' 2 2 5 7 from 6' -0" to 12' -0" tan: sandy limerock 4 7 8 6'8' 10 12 17 9 13 15 10 8'10' 14 13 29 11 13 12 12 10'12' 12 10 24 13 from 12' -0" to 15' -0" tan medium silica sand with limerock fragments 8 8 14 1 2'14' 7 6 15 15 18 End of boring at 15' - 0" 6 7 17 18 19 20 CLIENT ADDRESS PROJECT ADDRESS LOCATION r 7i.Zee/ca g ( 61/241teitez.z4, Ao. TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING 3745 N.W. 501h STREET • MIAMI, FLORIDA 33142 Jose R. De Vivero Architects Proposed addition 533 N.E. 92nd St., Miami, F1. as marked on plan 5' -0" Water level• below surface at Date 4/21/95 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts Irom or regarding our reports is reserved pending our written approval. PHONE: (305) 638- 5882/03 TEST BORING REPORT 5845 N. Kendall Dr., Miami, Fl. 33156 ORDER No 95 -0192 REPORT No 1 I-IOLE No B 2 DATE 4/21/95 DRILLER MP & LT ALB RTO RAMIREZ P.E. ALL STATE ENGINEERING 6 TESTING CONSULTANTS. INC. DEPTH (FT) DESCRIPTION OF MATERIALS SAMPLE NUMBER HAMMER BLOWS ON SAMPLER "N" HAMMER BLOWS ON CASINO 1 from 0' -0" to 2' -0" brown medium silica: sand 1 3 2 backfill 0'2' 4 5 7 3 from 2' -0" to 3' -0" tan sandy limerocks 4 5 4 from 3' -0" to 5' -0" white sugar sand 2'4' 4 4 9 5 3 2 6 from 5' -0" to 6' -0" dark brown medium silica sand 4'6' 1 1 3 7 from 6' -0" to 12' -0" tan sandy limerock 3 6 8 6'8' 8 10 14 9 11 13 10 8'10' 14 14 27 11 12 1 0'12' 15 13 13 12 26 13 from 1'2 -0" to 15' -0" tan medium silica sand 14 with limerock fragments 12'14' 10 9 8 8 17 15 16 End of boring at 15' - 0" 8 7 17 18 19 20 CLIENT ADDRESS PROJECT ADDRESS LOCATION • CYJ! /J Ga/e' ZC� ?? 0 V P�d.Cl/ (J / UZee /cuZl�i < V/ caz(k GC .2Cd� J /2 Cr. TESTING LABORATORIES • ENGINEERS • INSPECTION SERVICES • CHEMISTS • DRILLING 3745 N.W. 50111 STREET • MIAMI, FLORIDA 33142 Jose R. De Vivero Architects 5845 N. Kendall Dr., Miami, Fl. 33156 Proposed addition 533 N.E. 92nd St., Miami, F1. as marked on plan 5' -0" Water level• below surface at Dale 4/21/95 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. PHONE: (305) 638- 5882/83 TEST BORING REPORT DRILLER MP & LT ALB RTO RAMIREZ, P.E. ALL Si ATE ENGINEERING & 1ESTINO CONSULTANTS. INC. ORDER No 95 -0192 REPORT No 1 HOLE No B 3 DATE 4/21/95 • 5 WED 1 0 4 el Jr rA V I tiJER I • 'TING POOL. ANN C XI TO EXIS EXIST. EXIST. POOL EXIT. LAWN TO BI! 1 EXIST. vitiT1 :6L1.:_ rqn. Pope • M NEY•l SA'I'L! EXISTING HOUS D' 81DCY4i.! -K PARKWAY PAVEMENT Nonni STREET ATM SEAVICE * 555 100'_ LOc. - I. _ 0 2 RPR 19 '954 118F-4 :!'1AM 11' PAVEMENT- 10• ALLY EXIST. GIBS VtAI 1 21.8' l� a -5 beyj- »rad / A c i t( w, inotdpvs X12 e-c />`ers a5e dclow .Dvors Nil :75 --' '4 C %57 /.rr G c, ,Oeu, / 5 !N Tz . 5/ 7 57-- O7X0 a 1"mA /to r ec-vt s ham- ne) rc. u ea-e waif ed `n re c. . " Ct rl re-- ate ./ AWZ. ex 1t s f . c ►mac, .4 r fS . Firs 66Ne c tJO , 5o; / beu v "hi) X04,1 u e r cs/ be de fer,nlsele®( not assurnect , av4 5c cor.tr feed T,rdica ?e ?3e oF ex�s�. - ��gs ��re��r � �s • wetlis coitic In are 1‘ be ea r r e a( &(.12 2 "d rt Mr-1.4 S1 y ern 54• A -3 .5' hews beam. (.4,4.cier° is 4►ta level fan4 ;H - e.4.c A4 re dwci. A- S do esi411 -. 2 1/erc y, and sW53:) re;of, , 5e6-1 -2 calls T13, c sa • h I S j/-r j Mere aS ex:;5 bc4,4- r iai t 541-c S etS a ktec4j Subvv(r . 1 - c.4.le5 a firrr 5 -eet e__r c- Std e 6.F tag' axis .f. r u:. 1:1.14 , 5 trror4m ' 2 44.6f • (Sew z/.4 -2.) . cam' e7iq A-( 7ao /; .tender 4;4 © Frmm (,) t5 v GA; cJeat (died eu T 45 /b x /O , " gi �! y Gt 2 kol- Ag avLee 14 1 e x10 11/44 Ns. , der 61 r)el t ) r j C 1 t 1 L r t V�-G tL LA.12dl�t,-�,'C a / 3 I t afire 44°*'5 a e c.® i� .ze vc vr4t off' y Sge 4-17re � -3 frierfola ( 1' /✓k /d p fr/iit 3 /6-- y Lacil-6 ra°1/9ym . 6aM iu Ft (over) 40194,14 a 2 v /a� (irgev MaIA 4 2itN t o c Very_ gi • 17/6 t irTeal d.k vless of I . slab ovw game 4 5 J - atr la-tA. tJ 15 s lip n 7 ) M F(aor Pes98 t/'cfer is 5f4c, -ij O L o PS != Cam' "5 Ir, -Awes - fro 5,-26‘44- c aye ert v -. 0 g ym , C��cl, ale�le�f�;�> • ill 51a, - see. a,4-1-acItee . W k I-r. S'kzcQ roc(' (Ai; vot L © aL es. r e r kS C=v Ovr wait 5'ee /r 01-cs / 5 I I ot.d +1 e mcu errs re i nry -r-Gz (4er vt.a f e c u r s e S 4-, 8i/eitif4;#a) ate? s 440. - e/ /t-r'. J o.r - S 4 44 �O /� 9 y y ALS METRO-DADE, ti MEMO To: All Building Officials in Dade County From : Charles Danger, P. E., Director Subject: Use of 3 46 " concrete anchors in window installations Date: April4, 1995 Thank you for your cooperation in this matter. DAPRODCNTL \PCLE TERUNFG\BLDGUFF BUCKS.SAM METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 This memo supersedes memo dated February 2, 1995 in reference to window installation. The following temporary solution allows windows to be installed using 1 x 3 wood filler when the required 2x buck is not installed in accordance with the requirments of the Product Approval. Attach the 1 x 3 wood filler and window in the following manner: 1. Attach 1 x 3 filler to masonry structure (no inspection required); 2. Where Product Approval requires window /door to be installed with #8 or #10 screws, allow such screws to be substituted (using same spacing) with 3 / 16 " x 21/4" long (minimum) approved concrete anchors with a minimum embedment of 1' /4" into concrete block. . Wliere Product Approval requires window /door to be installed with #12 or higher screws, allow such screws to be substituted (using same spacing) with 1/4" x 21/4" long (minimusr) approved concrete anchors with a minimum embedment of 11/4" into concrete block. 4. Limit shimming gap space to a total of 1/4" on each side; 5. Newly submitted plans to building departments, for permits, must include buck w °" "'installation detail. Expiration date of this temporary solution April.1, 1996. This solution has been agreed for the period above in order to allow for research and testing being performed at this time to address recent concerns. 6 /2. 7/1 (Rz4 6 /'_ al e 1 / il in kl D «, A-2, r -' o© , `s a e. /s° 74; r 5 h. 1 / e 5 / ,/ ki ak_ezi e /G# .ies j , neisil D l a e Cl l e- t.da7; 045 6 ) A-5 5 h4 w F/3-4 1 i e 19u // up ©h calls A." x 1(f 1't .C-A side, bi-J- C d la 7-z 0-11 S ewe ter eL 444 - 0 14 ;iir?'h aG e074 bea ✓n cA.)/ 2 AL 6 ityo .e• ba • %" C44 eJ, the. rep `,4 itze, exist, be . clari (7. 441, 0/199.r e 5'35 NE 92 5 E4 iai et 5,4i &JP/ ¥ rev'6seZ U fa J4-5 P5 - 4- • f/d cJ. €eletCy s /eel ' la /es iv sode el /wow , b c eia ins ✓ - 7 c-� t -cs atee --4r ftva r r iy ne ezixe-reAer hea-n e is At 1- Iv be 7 Kevi se. r/eit i � r fcz,=Lla,�` vris Also 5 7A v7 ervt. 4- 2. s hem bea PI s ® P ex 11V I o � f -� 7�ot �s I ea rte- , b c + G/c ida �" e o�(as ineQ C4.1 re 2 v belle- - Won L�9or G . %f A �r () vtz'. F'1( % - 1 �� � - : "� `^1 E� x /S; , Arr- / �� � 4,y r.! i ..��nJ � .r�'G �liE'l� -1 e .r ✓�. ��'C 7- e f ,(/_&-S c-7 - ( ✓/1 4/4 ._ c�� Department of Community Affairs • FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A -93 Residential Component Prescriptive Method A SOUTH 7 (99 PROJECT NAME: AND ADDRESS: EM0TX3L4NG AND ADD 1710N Y`1E4.Tc42.. sisPl-4PN 66.i:c %A 5 N -E- 92unST, .4 AM1 SHaRES OWNER: NE'STZ1R STEPvlA E CY\RC 1. New construction or ddltiit 2. Single family detach or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. If Multifamily, Is thls a worst case (yes / no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear glass b. Tint, film or solar screen 9. Floor type and Insulation: a. Slab on grade (R -value + perimeter) b. Wood, raised (R -value + sq. ft.) c. Concrete, raised (R- value) a. Total As -Built points b. Total Base points ulation R- value) Insulation R- value) on R•value) n R- value) ulation R- value) Insulation R- value) on R- value) n R•value) .value) l EPl TON A$. Q0°" x 100 T Bo. owes • J nit, PTAC., none) I Mosey cartdr teal Int plans utd sperm canons co ve , ed Rona Enppy CcOs PREPARED SY: Mosby army tnat tnw burning • n oxrtprno .nn ins COnda yy Caen OWNER AGENT: 0474 BUILDER: PERMITTING OFFICE: P£RYR NO. 14. Heating system: (Types: heat , )mp, elec. strip, nat. gas, L.P. gas, room or PTAC, none) 15. Hot water system: ( Types natural gas, solar, L.P. gas, none) 16. Hot Vrater Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18. HVAC Credits (Type in Letter designation: CF•Cailing Fan, CV -Cross vent, HF -Whoe house fan, RB -Attic radiant bamer, MZ•Multizone) 19. EPI (must not exceed 100 points) the ,n com0tunca wen ins OATR: IIIMMEDIVALF 1. 2. 3. 4. 5. 6. 7. 8a. 8b. 9a. Rs 4s I. ft. 9b. Rs sq. tt. 9c. R= sq. tt. 10a -1 Rs 108 -2 Rs 10a -3 Rs 10a -4 Rs 10b-1 Rs 10b-2 Rs 10b -3 Rs 10b -4 R= 11a. Rs 11b. R= 3o Rs , UNCOND- (cor41ur. 4) 12b. Rs , CA ND, mows /vaon0.) 13. T 6 Er.r7l'AL S FLIT 12a. Ar.:41T cruet SIN Ca LE FAM41.'� $30 Single Pane Double Pane sq. tt. sq. tt. sq. ft. 218 sq. ft. SEE ER /COP: k2 ° 14. y to =e. ; PUN‘ SPF/COP/AFUE: 7. 15. ype: E si Ew 14 EF: 0. 88 Cox beicfr - 16a. 16a. M or4 c. 17. 18. 2 No N g C MA ZONE: 7 ❑ $ Please Print 1 19a. 158 (c 8 19b. 14419 WILDING OfPCIAL N I io 2 sq. tt. 1'5 sq. tt. 7 9 '7 1505 sq. tt. sq. tt. sq. tt. sq. ft. 3412. sq. tt sq. tt. sq. tt. sq. tt. n JURISDICTION NO.: a112I4,10 1 of CK Revolt a ou•l sna swo +.atop Cilv.•w by •^1 ae.na c -: CA' MI 37• - tMM F &CS EM.Qy COOS 11!'01• co•n trvci or • cor•O••• :..s .rr Ole ...sow= sc IOM OO•W�A n a�d 3 RO 0•11: COMPONENT DESCRIPTION GLASS AREA 1 SINGLE-PANE 0 6 = SUMMEA•FOINT MULT. DOUBLE SUMMER POI ANE LT z XTINTY SUMMER OVERHANG . FACTOR (6A•11 I ASBULT GLASS SUM. PTS I, 2.2- CLEAR - 64.5 TINT' 65.2 CLEAR t•_!____5 NE 602 ( --SZ.9 58 94 8 64.6__. 68.0 78.2 109.7 E SR 136.3 133.6 127.0 109.5 0.81 5525 SE 4 146 2 143.0 135.0 116.1 109.7 S I $ 135.6 132.5 124.2 107.7 e 1 93c) SW q 146.2 143.0 135.0 116.1 109.7 W 4- 136.3 1331 127.0 109.5 0. 7 307 NW 5 64. 94.5 88.0 76.2 H' 2.4 4 26 7 354.7 3E0.6 278.9 54.9 1 1 • C0694- S9 3 N 1 N °°�� t4 -9 0.17 0.87 G $a 1 09. S 5525 W 2g. 10c3,5 109.5 O.15 0• 197 1 I$3�i W 1 s s ► J07.7 1 193°1 COMPONENT DESCRIPTION AREA z GLASS AREA BASE z SUMMER PT MULT. BASE . SUMMER POINTS N 'b5 106.7 384-0 NE 0 .1 109.7 3 42 E 58 109.7 103 109.7 S 18 109.7 “:1 SW 109.7 w 4 109.7 Q. NW 109.7 H' 24 109.7 26, ►� 12 i ),7 13I (e q 1c0.7 981 98 109.7 (03(03 24 109 a 14o i.-. W 12� 10,.1 1 ` `I 5 1 8 10°t.1 19 '1 COMPONENT DESCRIPTION AREA z SUMMER POINT. MULT. • (6A•2 THRU 6A4) { ASBULT SLIMMER POINTS i=xT>rQ10x. wnt..• 1 405 1 • ic, 2i oS A.01N444 i+.ryA.. IA " 0 .1 139 3 42 : 38631 1. " 3243 COMPONENT DESCRIPTION AREA : BASE SUMMER POINT. MULT. BASE • UMUE POINTS i1;1 EXTERIOR 1 505 1.6 24 8 ADJACENT 341 1.0 3 42 : 38631 1. " 3243 ASBULT HOT WATER ?LIMBER LS-BUILT OF HWM z A•BULT NWC • ASBuIIT HOT WATER SYSTEM OESC. BEDROOMS (6A•9) (6A•201 1 POINTS x1 DM 1 t � l : 38631 1. " 3243 HOT WATER SYSTEM NUMBER OF z BEDROOMS I BASE HOT WATER • MULTIPLIER 1 BASE HOT WATER POINTS RD :go 1 3319 ( 331 9 COOLING SYSTEM .15 t GOND FLOOR AREA TOTAL + GLASS AREA BASE $ ADJUST. z FACTOR BASE GLASS . SUBTOTAL ADJUSTED GLASS BASE SP .15 15\ q 'L o. Wt- 1..9 181 _ 2: 2$ COOLING SYSTEM BASE COOLING SYSTEM z MULTIPLIER I TOTAL BASE SUMMER • POINTS I BASE COOLING POINTS 37 2129$ 1 1 10100 SUMMER CALCULATIONS EXTERIOR ADJACENT 42 •2 1 6.4 2.6 24c 55 L TOTAL COMPONENT BASE SUMMER POINTS 1? l 2 1 UNDER ATTIC OR SINGLE ASSEMBLY 1 3'�v .8 .8 .6 1 0 69• UrD6(2,2T•1te.. Roc¢ ■N61,3 ,%C A. \ b1.. O, $ 14025 ).2 g30 202 BASE CEILING AREA EOUAIS FL00R AREA OIRECTLY UNDER CEILING AS6utT CEILING AREA EOW.S ACTUAL CEIL1PG SDU A E FOOTAGE • CLIMATE ZONES 7 1 Coat. ErivreizAo Poo(z kr>iivekir 42. 2.1 9. 395 3.6 So SLAB IPERI ETER RAISED (AREA) •20.0 •2.16 29 0!1 jt.4BPo e.VA$to1L) X45 - 20.0 FCR SUE ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED Ft00R FOR RAJSE0 FLOORS USE AREA OVER LACO.OR1o►(0 SPACE ♦ INFILTRATION 1 t 4 s 1 14.7 1 2 (32. 1 1 1 N 19-5 V WE TOTAL FLOOR AREA Ci CONCo T10NE0 SPACE 4 I 14,"1 •T'72■ 1 TOTAL COMPONENT BASE SUMMER POINTS 32 TOTAL I A•BULT I AS•BULT I AS -BUILT I ASBULT AS.BULT } DM z CSM } CCM • COOLING SUM. FM (6A•7) (6A4) (6A•19) POINTS 32 I vo 1 .07 0 . 2 $ % 41 'H . HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS wn KNOWN SHADING COEFFICIENT. SEE SECTION 1.1 APPENDIX C TINT MULTIPLERS MAY SE USED FOR GLASS WITH SOLAR SCREENS, FILM, OR TNT. FRAME .. ><'. > »::: CONCRETE BLOCK' .: : FACE BRICK • LOG R•VALUE W000 FR SPM INT. INSUUTION NORMAL WT. EXT. 14SUL NOR. WT. R•VALUE WOOD STEEL 04.9 4.6 61 1�CH R•VALUE EXT ADJ EXT ADJ 7.10.9 1.3 R -VALUE EXT ADJ EXT R•VALUE ExT 0 -6.9 8.5 3.4 11.6 4.4 0-2.9 4.2 1.9 4.2 11.18.9 1.1 0.29 28 7-10.9 3.2 1.3 5.5 2.1 34.9 2.7 1.3 1.7 19.25.9 .6 3-6 .9 1 • 9 11.129 2.7 1.0 4.2 1.8 5.6.9 2.0 1.1 1.2 268 Up .3 76U4 15 1318.9 2.4 .9 3.9 1.5 7-10.9 1.6 .8 .7 R•VALUE BLOCK 81NCH 19.25 .9 1.6 .6 3.4 1,3 0-2.9 2.3 11.18.9 1.0 .6 .3 R -VALUE i EXT 268 Uo 1.0 .3 1.9 .7 19-25.9 .5 .3 3-8.9 1.6 0-2.9 I 1 9 268 Up .3 .2 74.9 .9 36.9 I 14 _ 108Ua 7 18Uo ' '2 SUB4N -GRADE EDGE INSUUTiON OH RATIO RAISED CONCRETE .00 -.11 .12 -.17 RAISED W000' OR PIER CONSTRUCTION STEM WAIL war UNDER • 1 ADJACENT FLOOR INSULATION I R -VALUE SPM q•VALUE SPM R•VALUE SPM SPM r SPM 0-2.9 .20.0 0.2.9 .8 04.9 2.4 WA 3 3 17.4 34.9 ,3 7-10.9 -.3 -9 i ' 3 5 -6 16.6 54.9 4 11.18.9 -.3 •6 ' 3 jdUa 1f10 78Ua .5 .68 198Ua .3 •4 5 UNDER ATTIC OH RATIO RETURN DUCTS IN UNCONDITIONED SPACE .00 -.11 .12 -.17 .18•.26 . 27..35 .36.46 .47 -.57 .58•.70 .71 -.83 .84.1.18 ( 1.19 -1.7 1 .73.2.73 I 2.74. P3 1 N ' CO 1.00 .94 .91 .87 .84 .80 .77 .74 .70 .64 .58 .8 53 NE/NW 21 & Up 1.00 .95 .92 . 86 .81 .76 .72 .68 .54 .56 50 ( 44 1.00 95 .93 . 87 .81 .75 .70 .65 .59 46 41 1 .34 ,��sW 1.00 .95 .92 .55 .78 .70 .64 .58 .52 .42 .34 1 28 S .75 .67 .60 .54 .48 .30 33 I 30 1.00 .94 .91 .83 }4• _ 0R 1 R t'hR 2R 3R 34f 4'.4 ft 5'AR 6A ft 9'AR 14R )O . IQ Woo (N BNlTsw look MO 04n d di! MM be Ron INR 41 Wm if_Q Niq, UNDER ATTIC R•VALUE RETURN DUCTS IN UNCONDITIONED SPACE RETURN DUCTS IN CONOITIONED SPACE SUPPLY DUCTS N UNCONDITIONED SPACE 4.2.5.9 1. 14 1 10 6 1.10 1 07 6.7 & Up 1.09 106 SUPPLY DUCTS M CONDITIONED SPACE' 4.2-5.9 1.10 ' CO 6.0.8.6 1.07 • 03 6.78Ua 106 'x UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF R -VALUE SPM R•VALUE SPM CEILING TYPE 19.21.9 1.5 10.10.9 4.0 R -VALUE DROPPED 1 EXPOSED 22-25.9 1.3 11.129 3.6 10.13.9 4.1 1 4 6 26-29.9 1.0 1116.9 3.3 14.20.9 2.9 I 3 1 30.37.9 .8 19-25.9 2.5 21 & Up 1 9 I 2.3 38 6 UD .5 26-29.9 1.6 308Ua 12 INFILTRATION PRACTICE (SEE TABLE 6A•21P) SPM PRACTICE 51 18.6 PRACTICE 52 14.7 PRACTICE 113 10.1 0008 TYPE EXTERIOR ADJACENT W000 9.4 3.8 INSULATED 6.4 2.6 SUMMER POINT MULTIPLIERS (SPM): 6A •1 SUMMER OVERHANG FACTORS (SOF) FOR SINGLE AND DOUBLE PANE GLASS. INT MULTIPLIERS (SPM) 6A -3 DOOR SUMMER POINT MULTIPLIERS 6A•5 FLOOR SUMMER POINT MULTIPLIERS (SPM 6A -6 INFILTRATION SUMMER POINT MULTIPLIERS 6A -8 COOLING SYSTEM MULTIPLIERS (CSM) SYSTEM TYPE Canon Units (SEER) Raor CSM COOLING SYSTEM MULTIPLIERS (CSM) 4 5 804.4 .43 8.5-8.8 40 8.9-9.4 38 9.5-9.9 36 10.0.10.4 34 10.5-10.9 32 PTAC8 Room Urots(EER) Patina 12.5-12.9 13.0.13.4 13.5-13.9 14.0-14.4 14.5-14.9 15.0.15.4 15.5-15.9 16.0 -164 16.5. 170•'74 •'751,1_9 CSM .27 .26 .25 .24 .24 .23 .22 .21 21 20 '9 MINIMUMS CENTRAL LNTS -418 COOLED SPOT SYSTEM 100 SEER SINGLE PSG 97 SEER. GROUND wATER re AT Pt.A 11 0 (EP P '49. 6 11.0.11 4 1' 5.1' 9 1 •23-' 2 4 31 30 28 6A -9 HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE Elactr c Rovst>ncu Natural Gas Solar EF HWM EF SPM) 6A.4 CEILING SUMMER POINT MULTIPLIERS (SPM HWM Lo Gas HWM j 335 1 2951 2E33 2724 2624 EF 1.0-1.9 1 2.0-2.9 3.0.3.9 HWM 84 42 26 3• 4 0.4 9 21 CLIMATE 2oNES 7 $ HOT WATER MULTIPLIERS (HWM) . 80•.81 1 .82-.83 84- 445 86 87 88.90 91.93 94. 96 9' & :1p 4183 1 4081 3984 3801 : 3E03 • 3678 3560 3450 43.47 1 .48.. 1 .50.51 1 52 -.53 I .54.55 .56. 57 i .58. 50 60. 61 62. 63 64. 65 6E S ,-; 2602 2331 1 2238 ( 2151 1 2072 1998 I 193 I 1565 . 1804 1748 '6;5 2530 . 2443 2351 1 2285 2214 2' 53&L;2 '5 FOP MULTIPuEAS FOP OTHER TYPES OF CONCRETE BLOCX CONSTPUCT10N SEE SECTION 210E APPENDIX C 7 MuLTIPuEk$ FOa ofpiER roE of , +3 sk 46_i S:: SECTION 3 1 OF APPENDIX C 3 0uCTS 1N CON01'IONED SPACE NEED TO BE INSULATED ONLY TO THE R•VALUE NECE TO PREVENT C A40ENSA"Cw I SSV19 1 GLASS AREA SINGLE•PANE OR x WINTER -POINT MOLT. 000BLE• ANE wtNTER WINTER PO MUtj. x OVERHANG s AS-BULT GLASS SUM. PTS CLEAR TINT' CLEAR NT') 'ACTOR(6A.t01 N >J S 3.7 3.7 2.2 4 I 84- NE E -.4 2,0 1 �.9 1.4 1.8 - T SW 2 •1.1 b 3 18 - 132 SE - 2 -2.1 -2.0 -3.3 •2.5 If 24 S 1 = •2.0 -1.9 .3.1 •2.4 t4 - 43 SW - 4 .2.1 -2.0 -3.3 -2.5 w 4- .1 .2 .1.1 • .6 7.92 - 1 ° ) NW - 1 2.9 2.9 1.4 1.8 H' 24 4.9 •7.8 -7.3 •5.7 1 - 137 N 12 2.4 i 29 2. t4 9 2.4 1.11 L° 58 -o.4. 3,18 -1 W 21- - 0.6 6 . 45 - 93 W t $ -o. 2, Sy - Lt S t8 - 1- = I SSV19 1 AREA x AAESAS BASE z WINTER PT. MULT. BASE • WINTER POINTS N 5 -.4 -1 NE 0 .4. •.4 342 E 58 -.4 - 23 SE -.4 S 1$ -.4 - T SW -.4 w 4 •.4 - 2 NW -.4 If 24 -.4 -10 N 1n- -•4 -5• t4 9 -•4 - 4 e see, -' 4 - 2..5 ' - W 113 - .4. s t8 - .4 - 1 COMPONENT DESCRIPTION AREA x WINTER POINT. MULT. s (6A•tITHRU8A•t5) •AS.ButT WINTER POINTS LXT. W AU- - ADJ. 1505 O. 7 1 Sd- w \u.. ^ 0 .4. ) 3 7 342 1 .5 1 71 COMPONENT DESCRIPTION AREA . x BASE WINTER POINT. MULT. BASE WINTER • POINTS r� EXTERIOR t 505 1411'1 .3 4 s2. ADJACENT 342 1 .5 1 71 1 111101 I BASE COOLING • POINTS jFrom P. 21 BASE HEATING • POINTS BASE HOT WATER s POINTS (From P. 2l TOTAL BASE POINTS (Enter on P.11 1 O I (>0 70L2) 3319 1411'1 HEATING SYSTEM BASE HEATING SYSTEM >t MULTIPLIER TOTAL BASE WINTER • POINTS I BASE HEATING POINTS 1.1 (3k 1 7c exr, 1)44)P- .15 COND x FLOOR AREA I TOTAL « GLASS I AREA BASE • ADJUST. x FACTOR I BASE GLASS • I SUBTOTAL I ADJUSTED GLASS I BASE WP .15 151°1 40 0 , WI 1'l.. - 92 exr, 1)44)P- 42. 2. I 118 AD-1 Idc(L & I 1.9 21 40 1 1 EXTERIOR 42 1 Ile ADJACENT • 2.1 1. 21 WINTER CALCULATIONS INFILTRATION • • UNDER ATTIC OR SINGLE ASSEMBLY 133 Ulu 14 DRAWL A'1Tta 5 1N 61.6 NA,SC4-41y4 ( 1(02 0 -1 I V- 1448 0.1 11 BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY LAMER CEILING AS•BULT CEILING AREA EQUALS ACTIUI CEILING SCUARE FOOTAGE • SLAB (PERIMETER RAISED (AREA) ►4S •2.1 28 - 3o5 5LA4 F321M8 145 -2. 1 -305 FOR SLA8 ON GRADE USE PEPIMETER LENGTH AROUND CON01T10NED FLOCIR FOR RAISED FLOM USE AREA OVER WCCNOITIOr*O SPACE 4 5 1.2 ( 174 A REA CE NC "T1c ea USE TOTAL FLOOR CCNOTIONEO SPACE L TOTAL COMPONENT BASE WINTER POINTS 1 ( ) .4 • Co 4- (45 T 1.2.. TOTAL COMPONENT BASE WINTER POINTS SCE TOTAL I A•BULT I AS•BULT I AS-BUILT I A$.BuILT AS•BULT } DM x HSM } HCM . HEATING SUM. ( 1 1401,1 I 0AG ( {6� •1t] 1 4X . . AS•BULT COOLING POINTS (From P. i AS-BULT HEATING POINTS AS-BULT r AS-BULT HOT WATER • MOT WATER POINTS I POINTS (F rom P. A I (Enter on 0 !t 4' r t, 3 CLIMATE ZONES 7 AS-BU LT GLASS SUBTOTAL • 1 7I • • 1 ; 'H • HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS WRH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 APPENDIX C TINT MULTIPLERS MAY BE USED FOR GLASS WITH SOLAR SCREENS. FILM. OR TNT SLAB -ON -GRADE EDGE INSULATION R•VALUE RAISED CONCRETE RETURN DUCTS IN CONDITIONED SPACE SUPPLY DUCTS IN UNCONDITIONED SPACE RAISED W000 POST OR PIER CONSTRUCTION STEM WAIL wi UNDER FLOOR INSULATION ADJACENT R•VALUE WPM 6.16 Uo R-VALUE WPM SUPPLY DUCTS N CONDITIONED SPACE' R -VALUE WPM WPM 'PM 0-2.9 -2.1 0-2.9 1.0 0-6.9 2.7 NIA 17 3-4.9 -2.6 1925.9 3.4.9 .3 7.10. .7 0 6 5.6.9 •27' 54.9 .1 11.16.9 .4 0 5 7A1.1n .77 71U9 0 191Un _3 .1 2 UNDER ATTIC R•VALUE RETURN DUCTS IN UNCONDITIONED SPACE RETURN DUCTS IN CONDITIONED SPACE SUPPLY DUCTS IN UNCONDITIONED SPACE 4.2-5.9 8.14 1 +0 6 1.10 1 07 6.16 Uo 1.09 1 O6 SUPPLY DUCTS N CONDITIONED SPACE' 4.2-5.9 1.10 100 6.041 1 07 1 OC 67AUo 106 'X UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECKS 4130F R•VALUE WPM R•VALUE WPM CEILING TYPE 19.21.9 .3 106-10.9 . 6 R•VALUE DROPPED I EXPOSED 22-25.9 .2 11.12.9 .5 10-13.9 0 l , 26.29.9 .2 13-169 . 5 14.20.9 0 1 0 30.37.9 .1 1925.9 .3 21 & Uo 0 1 0 38 i Uo .1 26299 .1 30AUo 1 INFILTRATION PRACTICE (SEE TABLE 9P) WPM PRACTICE 01 1.9 PRACTICE 02 1.2 PRACTICE f3 6 0008 TYPE EXTERIOR ADJACENT WOOD 2.8 1.9 INSULATED 1.8 1.3 WINTER POINT MULTIPLIERS (WPM) 6A•10 WINTER OVERHANG FACTORS N NEMW EAV SF../SW 1.00 1.03 1 .00 .95 1.00 1.06 1,00 65 s 1 .00 96 OH LENGTH' 0 ft 1 ft /0 SELL-CT BY OAF SEJSW 1.00 .91 87 . 76 .64 .48 . .15 -. -. 43 • 91 -1 S 1.00 .94 .91 .79 .65 .47 .28 .26 •.34 •1.11 •1.68 •1 DOUBLE PANE GLASS 1.05 1.06 - 1.10 [ 1.12 .74 55 34 92 .85 77 1.12 1.2 1.28 94 .87 .78 1.32 .10 .67 68 1.14 1.37 -.12 .57 54 1.17 1.41 . .45 38 1'h 2 ft 3R 3'h ft MSG LENGTH. N0 PARTOF GLASS SKALL BE mat '}MN 4'04 ft 5'h R $ FT BELOW 1)4 Ov' 63 •1,17 -1.77 -2.41 1.24 1.29 1.34 1.47 1.57 1 . 69 1 78 .34 08 .23 .58 .15 . 34 . 70 .66 6•h ft *AN4' 9'h R 14 It 20 P,. 6A•11 WALL WINTER POINT MULTIPLIERS (WPM) IFFITINIFT111 1.7 EIMW =F' 1.0 s 0.7 mmimurnmnrim 11R11111111FallINFINI 0.4 WFM 6A•12 OR WINTER POINT MULTIPLIERS (WP 6A•14 FLOOR WINTER POINT 6A•17 HEATING SYSTEM MULTIPLIERS (HSM) C•ntnl Hest Pump Units PTHP Elet121c Svlo Gas L LP Gas HSU H HSM COP HSAI 6A•13 CEILING WINTER POINT MULTIPLIERS (WP 6A -15 INFILTRATION WINTER POINT MULTIPLI FACE BRICK 2. 6 5 BLOCK 9 6 .4 R•VALUE w000 FR 04.9 7.10.9 11.139 19.25.9 26&Uo R•VALUE 0-2.9 3.6.9 7-9.9 10 Uo 2 CLIMATE ZONES 7 e 1 1.19.1.72 1.73.2.73 2.74. 6 INCH R•VALUE) EXT 0.2.9 369 LOG 6 3 7 i Uo 1 2 R•YALUE.J EXT 0-2.9 2 3.6 9 I 1 7AUo I 1 SYSTEM TYPE 6.404.74 .53 9.90.10.39 34 6.80.6.8. .50 10.40.10,8. 6.90 -7.39 .49 10,90.11,39 89 .40.11 HEATING SYSTEM MULTPLIERS .31 .30 2.50.2.69 2.70-2.89 2.90-3.09 3.10.3.29 I 3.30 -3.49 3.50.3 69 3 70•3 69 3 9C-4 •9 38 .37 .34 .32 I 30 29 27 2E 1.0 7.904.39 3.404 89 ' 8.9.939 43 ( .41 36 11.90.12.39 12.40 & vo 9 4.989 36 1.0 (S.. TIplq 6A•1$ for Crs¢t Mvpwft MNIIAJ$ CENTRAL LNTS -.401 SOURCE SPUR SYSTEM. I NSW SINGLE MFG 6 6 -6PF WATER SOURCE 3 $ CCP GFIOII►C WATT: q SOLRCE 3 COP 17r 25 2 7• : ✓P + FOR MUItIPUERSFOROTNERTYPES0F03NCRETEBIOCACONSTRLCTION SEESECTON210FAPPENOtxC 3 WMT1PUERSFOR ONE qTYPES OFR►dE ^r *CC : ASS( ue__35_- SECTION 3 I OF APPENDIX C 3 DUCTS IN CONOIT1ONED SPACE NEED TO BE INSULATED ONLY TO TI( R•VALUE NECESSARY TO PREVENT CCNCE NSA r:004 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK I PRACTICE 01 606.1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. I Windows gs�� Maximum of 0.34 CFM per linear foot of operable sash crack (includes sliding glass doors). Exterior & Adjacent Doors Maximum of 0.5 CFM per sq. ft. of door area; solid core, wood panel, insulated or grass doors only Exterior Joints & Cracks To be caulked, gasketed, weatherstripped or otherwise sealed. 1 COMPLY WITH e1 ANO THE FOLLOWING: , ,� PRACTICE 02 Extenor Walls and Floors Top plate penetrations sealed. Infiltration barrier installed. Sole plate,loor joint caulked or sealed. ✓ Exterior Walls & Ceilings Penetrations, joints and cracks on interior surface caulked, sealed or gasketed. - ✓ Ductwork in unconditioned space must be sealed. - V Ductwork Fireplaces Equipped with outside combustion air, doors, and flue dampers. • Exhaust Fans Equipped with dampers. Combustion devices see 806.1.A.2 i V Combustion Heating Combustion space and water heating systems provided with outside Combustion air, except direct vent appliances 1 PRACTICE 03 606.1 COMPLY WITH PRACTICES 01 AND e2 ANO THE FOLLOWING: Ceilings Infiltration barrier installed. Interor Walls To penetrations sealed or joints & cracks on interior walls caulked, sealed or gasketed. I Recessed Lghts Sealed from conditioned & insulated from ventilated attic spaces. Ductwork All ductwork located in conditioned space. Combustion Appiances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ADDITIONAL TABLES 5A 18 HEATING CREDIT MULTIPLIERS (HCMI Ante Radiant NOM Al .. 1 Muttons Natural Gas I P Gai HCM AF1JE HCM Hr:u 77 73 77 S8 72 R2 53 R7 20 R3. R7 SD &S. 02 47 F7 Rn 93 & Ue 44 57 SA•19 COOLING CRFDIT MULT1PLIERS SYSTEM TYPE Ceiling Fars Cram Vantilaeon Whole Houle Fan Multizene Attie. Lenient Rsrtinr 6A•22 OTHER PRESCRIPTIVE MEASURES CCMI COOLING CREDIT MULTIPLIFRSJCM) 86' 90' 90' 95 0.S 6A.21 INFILTRATION REDU P must be mat or exceeded by a1 residences. 'Cre&t may be taken for only one of them system types ooncvnently. SA 20 HOT WATER CREDIT MULTIPLIERS (HWCMI SYSTEM TYPE Heat Recovery Unit With HWCM HOT WATER CREDIT Air Conditioner Dedicated Hat Pump FF HWCM 70.249 25200 44 35 AULT1PUERS (11WCM) Heat Pumo 3 0.149 15 &Up 15 A NWM MUST BE USED IN COMAJNCTION WITH ALL HWCM SEE TABLE GA•9 EF MEANS ENERGY FACTOR COMPONENTS Water Heaves Swimming Pools & Spas Shower Heads HVAC Duct Construction Insulators & Installation HVAC Controls Insulation SECTION 812.1 612.1 612.1 610.1 607.1 6174.1, 602.1 CHECK REQUIREMENTS Comply with efficiency requirements in Table 6.11. Switch or clearly marked circuit breaker (eiectnc) or cutoff (gas) must be provided. External or built•in heat trap required. Spas & heated pools must have covers (except solar heated). Non•commeroal pools must nave a pump timer. Gas spa & pool healers must have a minimum thermal efficiency of 78•%.. Water flow must be restricted to no more than 3 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated, and installed in accordance with the criteria of Section 610. Duct in unconditioned space must be insulated to a minimum of R -8. Air handlers shall not be installed in attics unless in mechanical closet. Separate readily accessible manual or automatic thermostat for each system. Ceilings — Min. R•10. Common walls -Frame R.11 or CBS R•3 octfh Wes. Common c.I ng & floors R.11. CLIMATE ZONES 7 1 1