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94 NE 99 St (5)MIAMI SHORES TILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address L ./0. ' " ` T 1 LT Location and legal description of lot to be built on: Lot ` -2 .— Block f3 Sub Street and Number where work is to be done 4 ry ivision State work to a done and purpose of building (by floors) // , 1 - 7 4 LL Building Inspector Date c � No 7 Street ,1 97 Registered Architect and /or Engineer Name and address of licensed contractor a Lt La yi✓ F eLQ v V e and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ -O GiZ.4 Amount of Permit $'` ✓" /O• Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot f o /lr Maximum live load to be borne by each floor I hereby submit _ a ll the plans and specifications for said building. All notices with reference to the building and its construction may be sent to FR s1 /✓1 ' J74 LT �j -_< -.l • 41l4/0 / 4 yr� — The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) .61_4 4 . STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the &(.- Q't Z L 4, of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date °� /� (Signed) otary Public, StFlorida °` Fl i i' = r ; F ftF FLuRIOA AT LARGE My Commission ExpiresM'l F OMMISSION cxalliES ' 21,..1.912 ,Rep ..y oyESTEL.oRs, PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. f A O —O— 1 U r I B I I I I 1 I GRADE L E A CONCRETE FOUNDATION PLAN 6' w =p x H DEEP - USE WITH MAXIMUM FROST LINE O F 12` (M CUBIC YARDS) INSTALLATION INSTRUCTIONS 1. Determine the direction of tilt and allow sufficient . clearance to front and rear. 3. Position anchor bolts in concrete and allow a three . to three and one half inch protrusion of threaded rod, above the finished surface. Make a template for accuracy. 4. Select a foundation (A or 8) to suit frost conditions for your area. 5. Reinforce concrete with wire mesh 6" X 6" X 4 gauge. Keep 3" from either side. 6. After foundation has been poured do not remove forms. After approximately 3 hours, place wet burlap over ex- posed surface (wet sand or sawdust maybe used about one inch in depth). Continue to moisten your desired cover for 7 days. Do not allow cover to dry. 7. Reprove cover and forms. Your foundation is now ready for your tower to be erected. 8. Caution: Concrete should not be poured at temperatures below 35 F. I I J a Y CONCRETE FOUNDATION PLAN ELEV. USE WITH FROST LINE BELOW 12" ( CUBIC YARDS) IMEN D 18'1 I8 % IB % IB' IB OLD No NEW N. 6 - 17792 880.40 14920 P..BX -40 24250 883 -50 15920 8�X -59 25250 RBX-60 COX-60 REV -70 08Z -75 114 U 48 48 48 48 48 15 25925 A 6 6 bye 6 6 �8 B 44 44 444 44 443' 9 19 27725 17.253 6 �e 6'.e 63fi 44.6 444 51 2 4 51!4 0 C 19 19 19 19 19 22%, 22 %c 18 ItOt 17.%z 17%e SION E 14 14 14 3 f6 13 c 13 3 �'(c IO -8 Io � S F 2 2 1 %p 2 1 'f6 10 3 1O 48 48 54 54 IN H, 22 22 22 22 22 22 27 27 CHES i 48 48 48 48 48 48 48 72 72 6 6 6 6 6 6 12 1 36 36 36 36 36 L 36 36 3 55 35 36 36 52 36 36 48 52 48 CONCRETE M N 22 I 2 2 14 2%, 14 2 14 1-3/4 2 %2 2 %2 3 3 I q 4 4 INSTALL YOUR WONDER GROUND POST E -Z WAY PRODUCTS , INC. TAMPA, FLORIDA THE WESTERN HEMISPHERE'S BEST ENGINEERED TOWERS Pt TOWER SYSTEM SUPPLIERS CUSTOM COMMUNICATION STRUCTURES MOBILE TOWERS FOR FIELD STUDIES & PORTABLE COMMUNICATIONS SYSTEMS TRAILER MOUNTS Designed to accommodate E -Z WAY crank -up, tilt -over towers. Equipped to customer's specifications: outriggers, stop and turn signals, elec- tric brakes, spare tire and wheel. Finished with primer and color painted to customer's choice. Available with motor winches, guy hard- ware and other accessories. Van Mounted Trailer Mounted ineerin • an • Desi • uirements na 1 ► i 1 ; ;11 i 114101IL11 f. .,.._ . f•TWILE d' r r • a • cast CATV Microwave, Meteoro o 1 SPECIAL PURPOSE TOWERS 20 years experience in design, manufac- ture and erection of special towers. Custom engineered to performance speci- fications or built to customer design. COMPLETE TURN -KEY SERVICES • DESIGN • FABRICATION • DELIVERY • ERECTION • LIGHTING • PAINTING • ANTENNA MOUNTING and ADJUSTMENT 01■11 SUN 1:411141111:i 4 H -69 t fixe • or • orta • e insta NI TRU T 'E MODEL NUMBER Normal Extended Ant. Hgt. Retracted Feet Max. Ant. Load—Sq. Without Guys 50 MPH y "Maids Ft. Projected With Area Sq. Ft. Area Guys Velocity ty MPH RBS -40 41 25 12.0 12.0 120 RBX -40 42 27 33.5 40.0 125 RBS -50 • 51 30 12.0 1 / 12.0 86 RBX -50 52 32 28.8 ✓ 40.0 110 RBX -60 -3 60 26 11.0 12.0 110 CRX -60 -3 60 26 14.0 14.0 110 RBX -70 -3 72 31 12.0 12.0 100 RBZ -75 -3 / 75 35 27.7 30.0 110 i MANUFACTURERS OF "THE WORLD'S FINEST COMMUNICATION TOWERS!" HOW TO SELECT THE TOWER BEST SUITED FOR YOU: 1. Select the Tower Size Required for Your Beam: Find the wind Toad of the antenna in sq. ft. of projected area from your supplier, or calculate it from the following formula: Each E -Z Way tower is Toad rated fo antenna Toad. All towers are desiine Wind Area (sq. ft.) = Area of all Elements — Sq. In. x 2/3 x .707 144 For stacked beams, an approximation of effective wind area may be calculated as follows: Effective Area = Area of Lower Beam + 1.5 Area of Upper Beam Use th ; t below to select the tower for your wind TOWER WIND LOAD CHART 2. Select Your Mounting Kit: Each E -Z Way mounting kit is designed to fit a specific need. The Building Attached Kit (BAK) is recom- mended for economy when the tower can be mounted adjacent to a building and the tilt -over feature is of secondary importance. The Ground Post (GPK), the most versatile and easiest to install, is the most popular of all models except those over 60 ft. 'The concrete mount (GPK) is a must for the larger towers, but may also be used for smaller models in abnormal soil conditions. , 3. Selecting the Site: After the tower and mounting kit have been chosen, the site for erecting the tower should be consid- ered. Conceivably, the closer the shack, the better. But due to the fact that the tower tilts, there must be a clearance path of at least two- thirds of the tower height and also enough space to allow for the antenna. Remember, stay clear of power lines and trees ... also, signal Toss can result from close proximity to metal structures. CHECK THESE FEATURES • GALVANIZED! After fabrication: E -Z Way Towers are completely immersed in a bath of zinc. Metal flows through all tubular members assuring protection inside as well as outside. • AERO- DYNAMIC DESIGN! Triangular tower, built of cylinderical steel rod and tubing (over 98% of exposed area is round) combine to give greater strength with least wind resistance. • NO GUY WIRES required! • Hardware others call "accessories" are standard with us! �I 14 4 1 4 ►; is � 9 u 2 Section Type RBS -40 3 Section Type RBX -60 -3 MOBILE TOWERS FOR FIELD STUDIES & PORTABLE COMMUNICATIONS SYSTEMS TRAILER MOUNTS Designed to accommodate E -Z WAY crank -up, tilt -over towers. Equipped to customer's specifications: outriggers, stop and turn signals, elec- tric brakes, spare tire and wheel. Finished with primer and color painted to customer's choice. Available with motor winches, guy hard- ware and other accessories. Van Mounted sneering an • Desig uirements • na E QUALIT cast CATV, Microwave, eteoro o Trailer Mounted 1 i m tr fixe • or • orta • e instal - OMMUNICATIONS STRUCTURE m- - .x•[71•'1 •MA MEILEI SPECIAL PURPOSE. TOWERS 20 years experience in design, manufac- ture and erection of special towers. Custom engineered to performance speci- fications or built to customer design. COMPLETE TURN -KEY SERVICES • DESIGN • FABRICATION • DELIVERY • ERECTION • LIGHTING • PAINTING • ANTENNA MOUNTING and ADJUSTMENT :1 $741111; H -69 MIlIl1S1IV41i1,1IL* THE WESTERN HEMISPHERE'S BEST ENGINEERED TOWERS TOWER SYSTEM SUPPLIERS CUSTOM COMMUNICATION STRUCTURES THE WONDER GROUND POST The "Wonder" Ground Post provides fast, simple installation with emphasis on easy access to beam. Unique design eliminates the need for concrete, yet requires a hole no larger than 1 ft. in dia. Radial fins placed near ground level and at lower end of post eliminate any movement when earth is tamped firm- ly around post. The E -Z Way "Wonder" Ground Post-remains plumb with tower in any position. In most cases, guys are not re- quired when Ground Post is used. CONCRETE MOUNT GROUND POST Use for larger Towers (RBX -70, RBZ -75) and for installations where a con- crete mounting is pre- ferred. Same tilt -over fea- ture as Wonder Ground Post. BUILDING ATTACHMENT KIT Consists of base hinge and wall bracket. A low cost mounting that is used to mount tower alongside existing structures. ROTOR HEAD All towers will accept the bolt on rotor head acces- sory package. Which in- cludes mast, thrust bearing, bushing and rotor mount- ing hardware. All heads designed for CDR series rotors. Other heads avail- able on special order at slight additional charge. SAFETY REST Positive locking mechanism provides safe, secure posi- tioning of elevated tower section. Easily controlled from ground to lock tower at any height desired. 1 ft. increments. WINCH Sturdy, gear- driven type winch permits safe, easy, lifetime operation. Treated to resist rust and corrosion. Standard on all towers and ground posts. v S o Dt2ECr/o6J) op '1 B M 7uweR rc I NI roP \ \— I \\ . M R. F t< T. Hvc7' A .1 / GA Z j I kick /f abicA 1;140 L B / GN ^� -- CJI�C�'P /(� QAcho I / d' ef / Y Q / e#,Nen C x /o' G. A#0.- ,' wrf�( 4,1,4 ep 6v /f 4 » c/ e . yd ri' ' S/� / SP✓'1J G o,- - 6qn Jec /•o yyd ct' P..i F h' or IV • .z S - Sr.A sij Fvo T Fuck - o ' n.r r)E,F JPEc /Fir4r /vVS, No 7' 7o Sci7LC-" STATE OF FLORIDA, COUNTY OF DADE. j Ss' Disapproved Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date (? _ S Owner's Name and Address._ G// No.9_... .._ stet 19 Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision , y Street and Number where work is to be done State work to be done and purpose of building (by floors) 1 - 7 ,C,% and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed ) _ Sr- Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. J Permit No 4 Date ( o_'_ I �2' Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. STATE OF FLORIDA DEPARTMENT OF STATE D■vISIOn of Archives, History and Records Management DS•HSP•3AAA Rev. 3.78 Site Name Address of Site: 94 Instruction for locating Condition of Site: Check One ❑ Excellent 863 = = ® Good 863 = = ❑ Fair .863 = _ ❑ Deteriorated 863= = ❑ Zoning( )( ❑ Development ( )( ❑ Deterioration( )( ❑ Borrowing ( )( ❑ Other (See Remarks Below): Areas of Significance: FLORIDA MASTER SITE FILE Site Inventory Form .11. u .n Integrity of Site: Check One or More IN Altered ❑ Unaltered M Original Slte 858 = = 858 = _ 858 = = ❑ Restored ( ) (Date: )( ) 858 = _ ❑ Moved ( ) (Date: )( ) 858 = = NR Classification Category: Building • Threats to Site: None Check One or More )( ) 878 = = )( ) 878 = = )( ) 878 = = X )878= = Architecture 878 = = Site No. 830= = Survey Date 8506 hores, FL on SW corner of NE 99 St. and NE 1st Ave. ❑ Transportation( )( ❑ Fill( )( ❑ Dredge ( )( FDAHRM 802= _ 1009= = 820= = 905= = 813= = 868= = 808= = Location M:.111 • - - 1 d. 8 1 2 subdivision name block no. lot no. County Dade Owner of Site: Name: Holt, Frank J. Address 94 NE 99 St. Miami Shores, FL 902= = Type of Ownership private - 848= = Recording Date 832= = Recorder: . Name & Title: Stofik, Marty f'T Newton, Margo (Chair) Address: MSHPB 818= = Original UsePrivate residence838= = Present UsePri)Late residence = Dates: Beginning +19:19 844= = Culture /Phase American 840= = Period . 20th Century 845= = 916= = )( )878= = )( ) 878 = = )( ) 878 = = 910= = Significance: Structure was designed by Paist F, Steward. Pineas Paist was an associate architect on Villa Vizcaya and the supervising architect for Coral Gables in 1925. Among his designs are the Colonnade Building, Charade Restaurant and San Sebastian Apartments in Coral Gables. He and Harold Steward designed the U.S. Post Office and Courthouse in downtown Miami in 1931. Present owner Frank J. Holt, is the original owner. Noteworthy details include a circular entry way in the "L" created by two wings, brick door surrounds and an elliptical shadowbox central window. The home is in scale and character with the surrounding neighborhood. 911 = = i ARCHITECT Paist $ StewarcLiMiami, FL) BUILDER Jones & McMillan (Miami, FL) STYLE AND /OR PERIOD Masonry Vernacular PLAN TYPE __L Shape4irreg» ar EXTERIOR FABRIC(S) smooth stucco STRUCTURAL SYSTEM(S) concrete block PORCHES none FOUNDATION: concrete footing E slab ROOF TYPE: hip SECONDARY ROOF STRUCTURE(S): Entry, hip #E wing, gable CHIMNEY LOCATION: N, offset, rear slope WINDOW TYPE: aluminum awning CHIMNEY: CBS, 2 pots ROOF SURFACING: barrel tile ORNAMENT EXTERIOR: brick NO. OF CHIMNEYS one 952 = = NO. OF STORIES one NO. OF DORMERS none Map Reference (incl. scale & date)Miami Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): LT 1 LOCATION SKETCH OR MAP N N.c loiffl 4.. 0' // /1 : /3 4 gip t Contact Print 0 Township Range .53s 41E UTM Coordinates: Z „I NE empt q4 14. E. 9qnt sf• Photographic Records Numbers 85N110HG33/85N110HG34 Zone — Fsiing - FrOilfiing 872 = = 874 = = 964 = = 966 = = 854 = = 856 = = 942 = = 942 = = 942 = = 942 = = 942 = = 942 = = 882 = = 882 = = 882 = = 950 = = 954 = = 809 = = 800 = = 833 = Section 1 812 = = 890 = = 860 = = 7,041 e041 , a,, _,.: /, za zr z r. jVizzil i ARCHITECT Paist $ StewarcLiMiami, FL) BUILDER Jones & McMillan (Miami, FL) STYLE AND /OR PERIOD Masonry Vernacular PLAN TYPE __L Shape4irreg» ar EXTERIOR FABRIC(S) smooth stucco STRUCTURAL SYSTEM(S) concrete block PORCHES none FOUNDATION: concrete footing E slab ROOF TYPE: hip SECONDARY ROOF STRUCTURE(S): Entry, hip #E wing, gable CHIMNEY LOCATION: N, offset, rear slope WINDOW TYPE: aluminum awning CHIMNEY: CBS, 2 pots ROOF SURFACING: barrel tile ORNAMENT EXTERIOR: brick NO. OF CHIMNEYS one 952 = = NO. OF STORIES one NO. OF DORMERS none Map Reference (incl. scale & date)Miami Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): LT 1 LOCATION SKETCH OR MAP N N.c loiffl 4.. 0' // /1 : /3 4 gip t Contact Print 0 Township Range .53s 41E UTM Coordinates: Z „I NE empt q4 14. E. 9qnt sf• Photographic Records Numbers 85N110HG33/85N110HG34 Zone — Fsiing - FrOilfiing 872 = = 874 = = 964 = = 966 = = 854 = = 856 = = 942 = = 942 = = 942 = = 942 = = 942 = = 942 = = 882 = = 882 = = 882 = = 950 = = 954 = = 809 = = 800 = = 833 = Section 1 812 = = 890 = = 860 = = SPATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS•HSP -3E 9-74 CONTINUATION SHEET Sun No. Site Name 94 NE 99 St. Miami Shores, FL Physical Description: Structure is a one -story masonry vernacular residence. A circular entry tower on the NW in the intersection of the "L" has brick door surround and elliptical arch doorway. Masonry string course. Front gable window has rounded elliptical shadowbox forming. Main mass roof has exposed rafters. Curved brick steps lead to entry. MSHPB USE ONLY Addition 1947 SE 111E y am ® 0 1V . .` . L , r1 mg 92 3 tem®m®oma iwammmmmagremmmme m®ev�ee ®m umins : e )S It um 111111 .: d®®® Ova%1a ©o amm®am1a mega cm= I , e Aa000mm mmmo g"mmmmm w i M Iglapeib 10 1 NNW 9 grin ARV EIBitudolo 9 MOM am �a ®m so NI :gym Imlovl eemeemalem + w w 7 N.W 3 4 3 I l.4 15 Ir 1 rV.w 9 1 r i 7 9 3 / 4 1 4 3 9 e 7 4 • 93 a o. msmelmaoa ' II momminimd 6 42 OMNI OuME 5�.- II 107 r.. 5T. O0 00goom : 11" " 111 ddillrg ' mob .; N. W. 10 9 I�emmmDgGe Nam 1-0 3 a °.--- -5 T VAIN Main gliant Ream mmmmmu d mmndtuff T ». T .a ST. Q 3.T• S.T. ;Whim m 5 T. 4 inks 9 6 T H• 5 T. S T. .5 T. MUM 11411` 5 T. 5 ""I 4 O I . e T e. 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Rem 96•" 95 •�• Z mum MVP s WAS pmamm m �����m AVM 9 4'" 5 T. 92 a 93 5 /11111 mmmmmom 9 I • T . swim nobs 5 T. 11111,1. 1mmmlbelll T fa T4 ACT A • op 43.46 • sr ROSE Of LIMA SCHOOL f CHURCH 6 ll '14 1,141;.(1,' ` 131.,1, M1A 11) L A K E 1.. I) ro touppeoca nue gum �mc � v vomaa� �mmcoD'oamm� wmmam�oomR« m3 a , (0 o.00 gill 'IL Per fe ‘ 0 1 '-4. k� $* d&w,g411111 41111108111 NE i 96" MUM III IIIIN tom ®01mm 1ICIOJldlle 411111dmlmlt anifigai %I 0104:10' m me ': m q @�99p�a0od memo Immovoellav �mmamo�ammm 4: MIAMI SHORES SCHOOL =1 I pop mar ANWAR fill volar,i Ise Ne Co. 11 ccr 7r1 •• ; ••, !';'. • • • • 1•41 .1 4 . • sq!.•,,i„.,vi.• i.i',. z r..., • •,tf.,.,) .. . :..,. .; - •.f. .. ..,:.h r. .,;.'..; • -I ttiott : - .1:it:171$.'„) •.T...Ij T , .:,. '.• -, 4.it:. • . ' -, •:;„;:...,;• . ' --,".i 1.14 . E.X:64.Q.e.pl'i .1 .: .'..j. ... , n '...:.•.)4 ''). ,,•:. '3 -r;.,,j'4/.4. • 1,1,o ,4A • . .41 b'..,.i.:Z.-...•::f -.:. ..•,•,/, . • • • ..ti - -'... .,•:;,, . 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CI; !`(. :tor T tsot c. :tlo ; 4 p „to? ri C.,‘ ' r 7 ta.7 to.7:rvi at gut 7 r 1, ..rC r 4"*. A n :Yr(' t !"-? " 7. it • 1 tY4.‘ r 1 T 1.7 .; P .P 1 C 1 4 , v7 rr . a t '.7 • . T:.. 7 - C,rf' ' ' .• r • y o 3 'f ' • rdc T, t.c11* .:•. r .•,;; ; 7, 0 J.7 • f-r"." ■:;1" 4:4 A( - .4. 1, .; : • .$17, 1 or. qtv:.ipo T';-(1 "kr ;! 4tY. •"11X11, r"' C. r T TT i» A (- ' ,TT:e+ tmer. r • ' • Cr c` • (. Y I r �' .• 's'fir,t:: ► ;Tr, t, • T ADDENDUM NO. 1 TO THE SPECIFICATIONS FOR THE RESIDENCE & GARAGE FOR MR. & MRS. FRANK J. HOLT, MIAMI SHORES, FLORIDA. IAAY E2nd, 1939. VALUE All walks shall be of dement instead of Quarry Key stone as specified, balks to be 4" concrete with integral cement finish. ,WERALIEEMUREL Bathroom heater will be omitted. RADIO ° Three Radio Outlets 40 specified shall be insimale4 where in- dicated on plane. PORCH FLOOR; Floor of screened poroh shall be 6 X 6 Red Quarry Tile with 4" high base of same material. TIDE 11091%: Tile roof shall be domestie Red Clay Straight Barren Tile. PLUMB T G FIXTURES: L9►V,ATO E 0.180 - 24" * 21" Sterling Vitreous China lavatery. 0-52281 area= plated supply and waste fixture. 0-32526 $uppliee 0 -33900 1 -1 /4" P Trap 1 pr. G -33678 Chromium plated Hexagon legs 1 pr. C -33666 Chromium plated Square Towel Bars. Paint & Steward, Architects, 1136 Ingraham Building, Miami,Fla. General Conditions • GENERAL CONDITIONS The General Conditions of the American Institute of Architects apply to this building as though copied here- in in full and copy of same may be had upon application to the Architect. Right to The Owner reserves the right to reject any or all bids Reject Bids as well as sub-oontraator$. A'list of proposed sub - contractors shall be Submitted with the bid. Examination The Contractor shall carefully examine the premises as of Premises no allowance' will be made for 190k of 'full knowledge of all eondCi tiens except underground which are inde- terminable. Laying Out The Contractor shall assume responsibility for damage of Work sustained by Owner due to incorrect location of the building or laying out of the work.. Windstorm The Owner shall offset and maintain windstorm insurance insurance: as well as fire insurance as called for in Article 29. Defective Any work or materials not aceeptable to the Architect ar.Iaprop- must be removed by the Contractor and. replaced by ap. er Wb.zt proved materials or work without extra compensation. Ordinances • All requirements of the Federal housing Administration & Regula.. as well as all requirements of local and • State ord.i- tions nanoes and regulations relating to buildings shall be observed by all contractors. Permits • The General Contractor shall secure and pay for general building permits. Special permit' shall be taken out and paid for by the Contractor Of such work. Guarantee The Contractor shall be responsible and +shell make good any defects due to faults in .labor or materials which may arise on be discovered within one year after Qom - pletion of work and its acceptance by the Architect. 1. EXCAVATION Scope This Division includes all excavations for building, of Work Grading No grading shall be included in this contract, 1 Public All public struts, sidewalks, and surrounding proper - Property ty shall be kept free from obstructions„ and any dam, age thereto shall be made good by this contractor. Extent of Do all eaaavati.ng that may be required in oonneetion Excavations with these 'building operations wherever shown en the various drawings ezoepting only the exsaratien for Plumbing and Severing or Bleetria Work wbieh will be executed by respective contractors. The exeavatian must be sufficiently large, to give goon and sufficient work room and for removal of forms„ and all stumps, roots, eto. must be reikoved from under the entire building. trenching All excavations shall be maintained at, the proper di- & Maia monotone and levels and all shores, planking, braces, taining of or other materials and devices, proper under the *On - Banks ditions that may arise shall be furnished., All fean- dations shall extend to rock with a]:1 sand Oasts cleared out and filled with conerrete, 2, CONCRETE & MASONRY Forms Wood forms for the oonerete ,Rork shall be built strongly and rigidly to support .load :of concrete without defies. tions. Forms shall be built straight, true and to site required and in every way shall conform with the re. quirernents of a first -olass job. Cement All semen* shall be fresh American Portland cement of standard brand approved by the Architect, and shall conform in every respect to the requirements of the standard speeifioations of the American Portland Mfrs, Assn. Sand Op All shall be fresh water sand of firm texture, evenly Fine graded .flaw coarse to fine, not leas than eighty perm Aggregate gent. silica oantent, shall' be frie' from Mica and shall contain no .trash. or foreign matter, and. not mere than 3$ total of loam„ 'clay or slate,. Stone or" Coral. aggregate tay be gravel or broke* , stone of a Coarse else to pass through a 1 -1/4" ring and must be retained Aggt`eget,- on a 1/4" mesh. It must be evenly graded from coarse to fine and must contain no screenings, trash or organic matter. Reinfarg . Reinforcing steel for concrete shall be"' btu tsstiate Lug grade oontosing to spe©ifieations of the Atericaa So- ciety for Tasting Materials. Steel 'shall be proper length and bent cold and deformed bars only shall be used; no re- rolled steel allowed. No steel is to be used which has gathered a mast seal*. Steel shall be placed in forms and rigidly wired in place or otherwise supported before concrete 1s poured.. Bars in slabs or beans shall be "lifted or cradled so that bars are well bedded in conerste. . Concrete 8einforeed oonerete shall be in proportipn of one part cement to six parts fine and coarse aggrbgatee. In proportioning materials, one bag of a aen•t weighing approximately 94 pounds shall be o©ns.idered as one oubio foot. • Usually fine and coarse aggregate is to be proportioned to a ratio of 2.1 /2 parts fine to 3.1/2 parts coarse, but same may be varied by the Architect to secure a smooth working mixture.. In no case will more than eight gallons of water to etch bag of cement be used and same, may be reduced where aggregate is wet. De. signed strength for concrete shall be a minimum of 2500 lbs. 30 Mortar Brick Concrete Block . Mortar shall be composed of an approved mortar mix or Portland cement and sand. If Portland cement mortar is used, not over ten percent of lime shall be added. All mortar shall be used withih thirty minutes after mixing and no re- tempering will be permitted, All brick for trim shall be used common clay brick as approved by the . Architect, Chimney shall be construct- ed of common clay brick. Back, sides and hearth to be of fire brick, laid on edge, Flue to be T.0 . flue lin- ing, full length, sizes as indicated. All concrete block shall bear Underwriter's approval to be thoroughly cured and meet the requirements of the Building Department. Topping topping for steps and slabs shall be not less than 3/4" thickness, troweled hard and smooth. Mix fen' ' topping shall be one part cement to two and one -half parts fresh water sand, except where an imitation stone is specified, same shall be composed of 1/2 white cement and 1/2 gray, and two parts white sand,, floated and scratched as directed by Architect. Dttveviay Shall be of 4" concrete with integral cement finisk Ribbons reinforced in accordance with the local Building bode. . .t Exterior All exteriorwalls shall be built of cement block bear - Walla ing UnderwritOrs' label. Recesses, The contractor shall build all necessary checks, recess - etc. es, etc. wherever shown or required in walls, for pipes, vents, electric conduits, etc. also build into walls all grounds, wood, brick mot or other milers, where directed by Carpenter who will furnish same. Assistance This contractor shall build in all anchors, bolts, wall & Cooper- plugs, etc, furnished by other trades. ;This contractor ation shall also assist carpenter in the usual way in setting window and door frames, rough bucks, etc. Raggles The brink contractor shall form ragglee for the roof- ing contractor and shall build the roofing into his work where called for. Walks All stone walks as indicated shall be rough back ireeg- ular Quarry Key stone paving laid in sand with two inch ( white cement joints. There will be no slab under Quarry Key stone walks. r . F 4. Window Provide and install throughout Livesay Prsoast window Frames units, standard type with B.N.S. type without project• frig sill.: All completely 'equipped with brass venetian blind guides, Campbell or equal approved, Might weight steel sash fitted with kib bronze bushed hinges, bronze gear operator and bronze lack. Screens to be le. nssh bronze wire cloth in steal. frames. The cement frames are to be deliTered to the ,fob with steel saw install.. ed and caulksd with caulking compound as furnished by steel sash aanufaoture:r, Should any window frames be found. to leak within one year, they shell be resat and rectulksd at the expense of this sontraator. Mental Ia living room *ball oast stone mantel as detailed with tilled and polished quarry Key stone outer hearth. Inner hearth to be fire briek. 1 242 1 24111_122129.2a Scope The plastering will consist of the stuccoing of all ex- of Work terior walls, also all moulded courses which can be run. The plastering of all walls and ceilings of closets is to be as more definitely noted on drawings and of the various materials and finishes hereinafter specified, stucco All exterior walls above grade and interior walls of porch shall be stucco finish, texture as approled by Architect. Workmanship Exterior stucco shall be composed of Portland cement & Materials and Medusa Mix in equal portions, one ,part ;and clean sharp fresh water sand two and one -half parts. Stucco to be mixed in tight clean boxes and batches to be made up only in quantities as required. No retempered or regauged materials will be permitted. The stucco work shell be applied in three ;oats. The first coat to be rough flat finish scratch and shall be thoroughly set before the second coat is applied and if necessary shall be wet down to prevent excessive absorp- tion. The second coat shall be applied shortly before the texture finish coat, and samples must be applied for various finishes and eaoh approved by the Architect be- fore work is begun. In all angles where walls and partitions join, of what ever materials where there is no key or bend at the joining; of materials, use -metal lath lapped six inches on eaoh surface annd securely nailed to prevent the cracking of the stucco or plaster,. Lath All metal lath to be galvanized stiffened wire cloth 20 gauge Clinton. Lath required for all interior chases, ragglet s or re- °asses, or cuts in any masonry surface in building shall be galvanized stiffened wire cloth 20 gauge Clinton.. All interior wells and ceilings throughout building ex.. eept where otherwise noted, shall be covered with Rock Lath securely nailed to studs and ceiling joist. Bond Lath For all openings throughout, metal lath shall be furnish, at Door 8c ed and applied to concrete and wood in a secure manner, Window and of staple width to form secure engagement and insure Openings against breakage of plaster. 6,4 Furring Forst of false beams . and other similar work throughout for Beams, as called for by drawings and herein, as ssigenoies of Aret s, eta, ease require on, same principles and to answer all re-. quirentents. of . other furrings and lath came properly with metal lath„ Plastering on Metal Lath White Coat Finish All metal lathed surfaces shall receive a scratch coat of 1/2 cement mortar without any lime whatever,applied with pressure to insure a good key and scratched to receive second coat, Follow scratch coat when thoroughly b hard and dry with a second' coat and bring same up to a plumb, level and true surface in every direction, using "screed" at all angles and intermediate surfaces and plumbs from floor to ceiling, using Gypsum patent plaster. All mortar unless herein otherwise specified, shall Ire a prepared mortar of a high grade sad of a brand that has been proven by continued service .to produce a tough and lasting body, but Architect's permission to use such brand shall not relieve this contractor from improp- er results in the finished watt. All walls and ceilings of rooms throughout building ua - less-otherwise noted shall be white coat plaster comos- ed of lime putty piaster of paris and clean white sand. Scratch and brown coat to be of U.B.Gypsum 0e's Adamant or approved. equal, Finistin kitchen and baths rodted and troweled. Finish in balen oe of rooms to be modu- lated texture as approved by Arohi tent. All interior plaster shall have integral colors as es. looted, Bard Wall Kitchen and baths shall have walls and ceilings of un- Finish fibered gypsum dement piaster. Tile Where tile wall finish is shown or specified, same shall Backing be beaked up with cement . plaster on the Clinton wire cloth as elsewhere specified. Rubbish This Contractor shall elean up his rubbish and dirt from all parts of the building where CAA his work is in progress at regular intervals; all rrast a azt d rubbish to be deposited outside the building as directed by the General Contractor who will remove the material from the premises or otherwise dispose of it. Exposed Ceilings of screened porch and garage will not be Ceilings plastered 7. MILLWORK & CARPENTRY General General Contractor shall .maintain a competent superin- tendent or foreman on the job from start to finish and such foreman shall be responsible for the determination of lines and levels, maintaining street barricades, lanterns, scaffolds, etc. necessary for the safety of the workmen and the public. Checking Immediately upon awarding of contract, this Contractor Dimensions shall check all figured dimensions on all of Archttest' e plans and report with duplicate to Architect, certifying that all dimensions cheek, or in case of error, pointing out same, which shall be rectified. Detailed This Contractor shall ;o into the details of the work Checking and assure himself of the accuracy of all minor dimen- sions, affecting location of openings, etc. and clear- ance for work of other Contractors, making any necessary diagrams of bucks, etc. and schedules and furnishing Architect with copy of revioion if necessary. Roof All roof sheathing shall be No. 2 T & G Yellow Pine Sheathing laid parallel with eaves. Purring Interior surfaces of all exterior masonry walls shall be furred with 7/0" x 2" #2 Cypress strip placed vert- ically 16" o. el except where indicated differently. All to be factory impregnated with Cel- cur -sol. Wood flailing of porch and Living Room shall be of '7/8" T & G Ceilings "V" jointed Clear Cypress, random widths, with Cypress mould at intersection of wails and ceiling. All as detailed. Roof Raft.. $ball be of #2 Long Leaf Southern Pine of the sizes and ers, Rafter centering as indicated on drawings. All shall be se- Supports, surely spiked and otherwise anchored in a workmanlike Joists, manner. Plates & Framing All first floor joist shall be #1 North Florida soft Timbers texture Long Leaf Pine. All sills, plates, sub-floor- ing, cross bridging or other lumber below finished flooring to be impregnated at the plant with Cel -cur- sol. All other Woodwork in contact with masonry shall receive two brush coats of Cel- our -sol. Base's Sub - floors to be #2 L.L.Pine 1" x 6" laid diagonally. There shall be a wood baseboard except where tile occurs as shown on the drawings. 8. Vents Vents under first floor to be screened with bronze fly screen and 1/4" mesh hardware cloth. Priming All exterior woodwork shall be primed with Cel«.cur-sol of Frames over front, back, sides, .top and bottom., and then must be primed with lead and oil immediately after erection. Finish This 'contractor shall make an allowance of One Hundred Hardware ( 10©.00) Dollars for finish hardware. Solar Install all framing for solar beater ax d build box for Water- inzulLtion. Soler, heater to be of capacity as indicated Heater . on drawings. Insulation.. shall be re granulated cork. Aooe-34 This contractor shall furnish access doors and scuttle* Doors where shown. Door, The various interior door frames of wood 1 -•1/8" thick Frames` as ddtailed complete, Exterior frames as detailed of 1 -3/4" stook;. All exterior frames shall be Clear Gulf Cypress, primed all sides before erection. Interior.. All interior doors shall have trim to detail. All wood Wood. for interior finish shall be of tke Clear Cypress, thor Finish ou;hly seasoned kiln dired stock. All work to be cut together in the very best and strong - est manner, with beveled angles and mouldings coped and mitered. Raised grain will not be permitted. Exterior Woodwork All exterior woodwork shall be Clear Gulf Cypress, all heart. Closets Closets shall be equipped with two 7/8" x 12" Pine shelves and a galvanized iron pipe garment pole and shoe rack, except linen closet, which shall be fitted with five' 18" shelves substantially erected. Cedat Closets where indicated shall be lined with 5/8" Red Closets Cedar walls and ceiling. Exterior The exterior doors shall be Clear Gulf Cypress 1 -3/4" Doors thick; all as indicated, Doors Interior doors shall be 1 -3/8" stock size Rezo flush Fir or equal approved, unless otherwise _noted. Edges of doors shall be properly filled to avoid any rough edges.. Clearance of doors above floor shall be as directed. Mirror Doors Full length plate glass mirrors shall be placed where indicated. All secured to cioors with wood mouldings. 9. Linoleum Oaulkinii of Frames Medicine Medicine cabinet shall be Lawson Berkshire #1000 Cabinets 18 x 28W complete with razor blade disposal slot. Screens ' All exterior doors shall be provided with screens. Frames shall be selected Cypress 1..1/8" thick. Floors All floors unless otherwise noted, to be 13/16 x 2-1/4" Select lied Oak. All to be scraped, sanded and finished with one coat filler, two coats white shellac and one coat of wax well polished. Floor of kitchen shall receive standard grade linoleum laid on felt in clastic over B and Better Yellow Pine floor. Colors as selected. screens . Doors shall be in accordance with details. The outlines of the frames shall be arranged to harmonize with the doors. Screen hardware shall be included in hardware ailowanoe. Fly -screen to be 18 mesh bronze wire screen. The exterior door frames throughout this work shall be caulked by this contractor for which ,purpose ..tall staff heads on doors shall be attached. to the frames in a temporary manner until the masonry is built up, atter which they shall, be removed and the joints around the jambs and heads caulked with cement then plastic com.. pound.. Bronze .All exterior doors shall be equipped with complete Cham.. Weather- berlain or equal approved spring bronze weatherstrip - stripping ping and, #840 thresholds. Threshold, shall have interlocking feature . All weather- stripping shall have complete spring bronze equipment at jambs and heads. Storm All exterior glazed doors and windows not equipped with Shutters shutters shall be equipped with storm shutterle built of prestwood. Shutters shell be fitted to sash with bronze bolts and wing nuts. "Florida Kitchen cabinets shall be "Florida Maid" installed cam, Maid" plete with paint and beardware as manufactured by Kitchen Kitchens tiodern or equal approved. Cabinets Base cabinets shall be gum mortised and tenoned corner post construction and glued. ' Wall cabinets to have top and bottom rail mortised and tenoned joints, glued. Back to be of Masonite. Doors and drawer heads to be lip type, with semi -con- cealed hinges. Doors to be panelled as indica...ed. 10, Cabinets to have a hard . lacquer finish, five goat work, Colors to be as selected.. Drawers inside end outside to be finished with drawer dressing. Hardware to be Bakelite and chrome, color to be selected. Wrought Provide and install wrcught iron aereen door at front Iron entrance, to be as indicated with 19 mesh bronze screen wire met between two.removable brass strips., Scope of Work TILE WORK General The General Conditions apply to and are hereby made a Conditions part of these speoifioations for Tile Work. This Con- tractor is especially requested to consult them in de- tail as he shall be responsible for and governed by all requirements thereunder. Furnish and install in a satisfactory and workmanlike manner, subject to the approval and acceptance of the Architect and Owner, all Tile Work as called for by the Architect's drawings, schedules and speoifioationa. Grad. ` All tiles shall be Standard Grade. The wall tile and certain related trim shapes shall be Cushion Edge. Certificate Before proceeding with the Tile work, the Tile Contract- of Grade or shall furnish the Architect with a certificate of grade in the form as adopted by the Tile Manufacturer's Assn. Ina. \ Setting • All setting materials used in the tile work shall be Materials new and of an acdeptable brand, grade and quality, and of domestic manufacture. Installs.. All tile and bathroom accessories shall be installed by Lion of skilled mechanics thoroughly competent to execute the Tile work in accordance with the best practices and methods common to the trade. Cleaning After the pointing is completed and the grouting has set or hardened, all Tile on walls and vertical sur.. faces or floors and horizontal surfaces shall be thor- oughly cleaned in the usual manner to the approval of the Architect. ,} Upon completion of the various portions of his work, the Tile Contractor shall remove all unuoed materiels, rub - bish, etc. in connection with his contract, and shall give the Tile installation one thorough cleaning. Booms & (4) Bath Areas to be (b) Kitchen drainboard Tiled (c) Screened Porch (a) Bath To receive tile floor, base, wainscot and accessories. Beight of tile wailsoot to be 4 exoep t around tub and shower where same shall be 6'0" above floor. Wails Gap - 6x2 Bullnase (A -4200) with proper angles Field - 4.1/4 x 4 -1/4 C.E. wall tile. Base - A-1663. 12, Floor (b) Kitchen Dreinbeard (s) Scrsinet Porch • Window Sills Border . 4-1/4 x 4.1/4 glaaedvitres Field - 4" hex. glaaedvitres. Colors to, be as selected. Bathroom, ammonia* to be Franklin Tile Co.'s or *qual approvost, Vitreous Chine in colors to b* solect. ed., and shall consist of six pieces as follows: 17 Towel Bar Posts (with 2400" Pyralin Bars) 433 Toothbrush comb. 40$ BoaP •6$0 Paper Balder 841 Soap hp Grab Dralnboart to be of 2" hex. glaxedvitros; sink trio to be shape A.4226. Book shall be 4.1/4 x 4.1/4" C.B. wall tile with 6z2 bullnose cap (A.6$00). To resolve B. Mifflin Hood Colts quarry tile floor and hese., Fiala to be of six inch hexagon with border of 6 x 6; basil to be 4 x 8 flat tile. • All to be in Aragon full rang* of colors. All windowsills except where 'tile wainscot ooeurs shall be warbelizod bullnose oeptent tile in three colors as sol*et•d. 8111s where the wainscot occurs shall be of same tile as wainscot. 2 pr. 1 pc. 1 pc. 1. po. 1 po. $•• 13. ROOFING 6c SHEET METAL General The General Conditions apply to and are hereby a part Conditions of these specifications for Roofing and Sheet Metal, This contractor is especially requested to consult then in detail as he shall be responsible for and governed by all requirements thereunder. Work This. contract provides for the furnishing of all labor Inoluded and materials as called for 'under this specification for o,oMpleting all roofing and sheet metal work as call - ed for on the drawings, It includes all labor and material necessary to make all the roofing work thoroughly weathertight, secure and permanent in a manner satisfactory to the Architects Whether particularly called for in this specification or not, All sheet metal work, flashing, oap flaehin€; etc. in connection with the work shall be 18 oz. copper. General The Contractor shall examine all roof and gutter surfaces to make sure they have the required pitch and are other- wise suitable to receive his work, If the defective work is roofed in and the roofing has to be remove* to correct defects, both the removing and the replacing must be done. by the contractor without extra charge. Guarantee All sheet metal and roofing must be guaranteed weather . and waterproof for two years from the completion and acceptance of the building. All necessary repairs in that time must be made by this oontraotor without ad- ditional charge. Tiled All roof tile to be Habana 18" straight barrel Mission l Roofing selected light clay colors, as approved by the Arohi- teat. All tile to be thoroughly imbedded in Portland Cement Mortar of the following proportions. Ten shovels full of sand to one sack of Portland cement and one.. quarter teak of lime. Cement mortar to be recessed from butts of 'tile approximately one inch, mortar at side of tile to be pointed flush. First two rows of tile shell be nailed with copper nails in addition to being Demented: All carpentry and masonry work above the roof lines and all vent and other stacks penetrating the roof must be completed for examination by this contractor before starting roofing work. 14. Sheet All sheet metal not otherwise specified shall be of Metal soft or sold rolled popper es required by its location Work of the weights as hereinafter specified. Cover all surfaces with two thicknesses of best qual- ity asphalt felt, first one layer of 30 lb. felt spot mopped to sheathing and second layer of felt weighing not less than 90 lbs. per square laid in hot pitch and mopped in top with Trinidad asphalt thoroughly mopped, Felt shall be laid parallel to eaves and laid shingle fashion, earried over valleys, tell lapped at joints, - doubled at valleys, hips and ridges and securely tas.. toned. Where not Otherwise specified, popper shell he 16 oz. All metal work over woodwork shall be underlaid with one thickness of .heavy rosin paper. Flash and sap flash with 16 oz. ,copper againet all walla ,. curbs, and wherever else required to make per. feotly wea *e watertight.. Provide cap flashing* for all base fleshings turned in to well and down over base /lashings at least six inches. Provide 18 oz. popper linings for all valleys for tile roofs. Valley linings shall be at least 26 inskis wide with leaked and soldered Joint, secured, with clips. no nails. The outer edges under tile shall be turned up 1/2" and toward the valley and mastie resent over this lap before tile is laid, Do any other fleshings, eta. required to make a weather and water tight job whether each item is mentioned herein or not. All roof eaves entirely around building shall have Tonosn metal drip strip as well as gable rakes. PAINTING General The General Conditions apply to and are hereby made a Conditions part of these specifications for Painting. This Con- tractor is especially requested to consult t:t em in de- tail as he shall be responsible for and governed by all requirements thereunder. Scope This contract shall include all labor and material re- of Work quired in executing all work of a painting nature necessary to fully complete the building both interior and exterior. The Painting Contractor shall familiarize himself with the specifications of all the different trades. Any materials requiring painting which are left un- finished by the requirements of said other trades shall be painted to completion under this contract. Consult ilttb.Carpentry and millwork contractors regarding prim- ing of the work. Work Not In general, all shop coating of metal work will be done Included by the respective contractors for such metal work except as otherwise provided. Materials 411 materials shall be the best of their res, eotive kinds as specified and subject to the approval of the • Archi teot. All ready mixed materials shall be delivered to the building in and used directly from the Manufac- turer's original containers, and unless otherwise spec- ified hereunder, in accordance with the manufacturer's directions. Exterior Wood frame construction Sidi + etc. except as other- Wise spec e 1 coat Pratt & Lambert House Paint exterior primer. Each gallon thinned with one quart of turpentine. 1 coat Pratt & Lambert House Paint, color to be as seleot. ed. Each gallon thinned with one pint of turpentine. 1-coat Pratt & Lambert House paint, color to be as select - ed, in consistency supplied. Stucco & Concrete Construction - Cold Water Finish: All exterior stucco and conorete surfaces to be given, two coats Sec waterproof cold water finish. Color to be as selected* 16.' Metal: 1 coat Pratt & Lambert Red Lead metal primer 2 coats Pratt & Lambert House Paint - color to be as selected. Trim & Wood Work - Cypress 1 thin coat White Shellac., thoroughly sandpapered when dry. 1 coat Pratt & Lambert Lyt -all double duty primer, tinted to approximate finish color. 2 coats Pratt & Lambert Cellu -tone, color to be as selected. Wood Ceilings: 1 coat Pratt & Lambert Okene Preservative, wiped oft thoroughly according to directions. In the event antique1ng or color is desired, add a small amount of color or oil stain and wipe thoroughly the minutes after aemill application. Bathroom & Kitchen - & Ceilings 1 coat Pratt & Lambert Lyt -all double duty primer, tinted to the approximate finish color. 2 coats Pratt & Lambert Cellu -tone - colors to be as selected. All other surfaces to be finished and not specifically mentioned above, shall be $liven the same finish as the adjaoent surfaces. Workmanship All work to be performed under this specification shall be done by mechanics skilled in their trade in order to produce first -olass finished work. Colors All colors shall conform to samples aieoted by the Owner which samples shall be furnished by this Contractor. Storage & All mfkterials used in the building are to be stored Removal where directed by the Superintendent and oily rags, waste, etc. must be removed from the building every bight, under no circumstances are they to be allowed to accumulate and every predaution must be taken to avoid spontaneous combustion. Protection Where it becomes necessary for the painter to remove,'.. of Work temporary coverings from any character of work in order to execute this work, he shall replace same in a proper manner. In case the coverings cannot be replaced, the painter shall protect the work in some other satisfactory' manner. 17. Damage to Other Work The painter shall make good all damage done to floors, wood finish or other work through the neglect or care - lessness of his employees or from his failure to prop- erly protect any work. Priming All sash lines shall be carefully drawn. Stucco All exterior stucco and all interior walls of garf.ge Paint shali'be painted two coats/ Sec :'ortland cement stucco paint or equal, color as selected. The inside of all cupboards, dressers, etc. are to be painted two coat work. The inside of the closet doors and 'face of the shelves to be finis bed to match the woodwork of rooms in which they occur. GL AND GLAZING General The General Conditions apply to and are hereby made a Conditions part of these specifications for Glass and Glazing. This contractor is especially requested to consult them in detail as he shall be responsible for and governed by all requirements thereunder. All sash and all outside doors shall be glazed with B.D.S. clear window glass. Materials All glass shall be new material of first quality, free from defects of every character and roust conform also to the following requirements unless otherwise specified. Glass set in wood doors or sash shall be set with wood bead and bedded in putty so that the entire shoulder of rabbets and glass face of beads shall be filled with putty. Cleaning At the completion or when so ordered, clean glass of all oil or other defacement, wash and leave perfectly clean. 18. General Conditions Fuses ELECTRIC SPECIFICATION The General Conditions at front of General Specifica- tions are a part hereof. Install complete the entire lighting as required and specified in entire building. These specifications end accompanying plans are intend- ed to cover a complete installation and anything; shown or indicated in either shall be included as if shown inn both. No change shall be made without the written consent of the Architect. The entire installation work, materials and apparatus shall be in accordance with and made to conform to the State and Municipal Regulations. The Electrical Contractor shall comply with all State and municipal Laws and. Ordinances without regard to any other contractors. All material and apparatus shall bear the inspection label of the National Board of Fire Underwriters. Guarantee The Contractor shall guarantee work and materials fur- Dished under this contract and keep the same in perfect condition for a period of one year after the insurance of final oertificate by the Architect. Materials All electrical fittings and devices not otherwise spec- ified shall be of "General Electric" or equal make. Re- ceptacles shall be "Hubbell" or "General Electric" make. Conduits under ground or in concrete shall be "Hot Dip" or sheradized. Local switches to be best grade Arrow Es.6444, Hart, General Electric 1688 or equal, flush toggle single pole, 10 ampere flush type, complete with genuine white Bake- lite plates. Furnish necessary fuses of the proper size. Fuses shall be Economy or Noark or equal renewable cartridge fuses, or Economy Clearsite, or Buss Clear windows or General Electric with clear mica fuse plugs, Cartridge fuses shall be N.E.C. approved as manufactur- ed by the aboge mentioned manufacturers. At the final completion this contractor shall set in a full set of new fuses and furnish to Owner one additional complete set properly marked for setting in as renewals. 19. Wiring Pull Boxes, etc, Swi t ches Conduit Work Wiring Fixtures Door Hells Condulets on large size conduits shall be Crouse - Binds or equal. All flush receptacles are to be duplex convenience type with genuine white bakelite plates - Conneaticut Unit duplex receptacles #S90 are preferable. Wiring shall be standard rubber covered, single braided, National, Habirshaw, Simplex or Atlantic Wire Co.'s Triton for lighting and power. Conductors of #8 or larger shall be stranded; smaller than #8. must be solid. till conductors unless otherwise specified shall have approved rubber insulation for 600 volt service. Wire shall be NE tional Electric code approved. All neutral branch wire shall have a white or gray braid and all other wires shall have a black braid over the rubber. Service will be overhead to point indicated, All necessary junction boxes and outlets shall be placed at convenient joints and must be steel boxes with suit- able metal covers to be painted. Where several switches are .located together they may be ganged together in one box. Where local switches are called for they shall be single pole 10 amp. toggle flush switches with genuine white bakelite cover plates, all enclosed in Metal box set in wall. All conduits shall be of the beat quality of steel tub- ing, of standard pipe dimensions, smooth inside and out and galvanized hot dip or sheradized.. All splices and joints shell be carefully and securely made to be meohanioally* and electrically solid . before soldering. All joints and splices shall be tinned and soldered and no points or projections of solder may be left on them.. Lighting fixtures shall be furnished by the installed by the Electrical Contractor. Provide and install flush type push buttons entrance and service entrenoe with bell and nected to same in kitchen. Bell wire to be tubing. Owner and >/ at main buzzer ccn- run in steel 20. Bathroom krovrturterertattati *tem 14,43...ktoLlaz,,b464kieeft 10 netters - wairt-Borsrit - butktutie-olootctia, heateza.„0 h,g404.14., ti414.4thot. Telephone Radio Outlet Provide arid install steel tubing 'or tel wires firma exterior of building where directed to outlets indi sated. Provido and install radio outlet in Living Roost with 100 foot insulated aerial. in 'attic with proper ground oonneetione_to water pipe. () 21. PLUMBING General The General Conditions are hereby made a part of the Conditions specifications for the Plumbing. This sub - contractor shall assume all obligations contained therein that af- fect his work and shall provide for the disposal of his rubbish and the like. General The Sanitary System: In the body of the building shall Description run by gravity to septic tank and this contraotor's work includes complete system, all in accordance with the City Code. The Water System: Will be connected to street main and run to points indicated with meter. Owner will pay for meter and tap. Materials PIPE: For Cold and Not Water 1/2 ". 211 this piping shall & Workman- be "L" grade copper tubing and with the manufacturer's ship name stamped on same and shall be of standard guaranteed full weight, as known to the trade. fain to bath room for cold water shall be 3/4" with 1/2" branches. For .soil Waste Leaders and Vent Stack & Sewer: All so , was e, ew ers, ven stac•a, souse an general sewer shall be tar coated oast iron of the Central Foun- dry Co.'s make or equal as approved. For Vent, Soil Waste, Leaders and Sewers. All fittings for pipes shall be tar coated standard cast iron soil pipe fittings of the Central Foundry Co.'s make or equal as approved. Pipe No piping shall be installed so as to cause any unusual Installation noise from the flow of water therein and all pipes in living portion shall be wrapped in deadening felt 1/2" thick. All branches at fixtures to be provided with air chambers 12" long and of the same diameter pipe as the . branches, All exposed chromium, polished or enamel conneotions from fixtures to be put up with special care, showing no tool marks or threads at fittings and to be supported by neat nickeled holdraoks or hangers with roundheaded screws of name material and finish. The entire ooid and hot water system of piping shall be washed out prior to regular use. Supports All piping shall be • firm.y held in place by masonry piers. 22. All horbzontal cast iron shall be supported every 10'O" Where there are eny branches the same shall have separ- ate supports and no branch shall be installed without an approved hanger. All horizontal cast iron pipe to have supports at every length. Cleanouts Provide and set cieanouts at ends of all drains, soil traps and wastes at changes of direction and at base of all rising lines so that the interior of the system maybe accessible throughout. These shall be of the same size as the pipes and shall be closed gas tight with east brass plugs and ferrules. Roof All risers extending through roof to be increased if Openings necessary in compliance with the regulation of the De- partment havirg jurisdiction. Joints between pipe stacks and the roof shall be made secure and thoroughly watertight by special roof connec- tion fittings.. The sleeves and fleshings shall be six pound sheet lead extending at least twelve inches on all sides of the pipes and turned into a socket at that height and thor- oughly caulked with an extension of tai pipe to four inches above tile. 411 this work shall be done to the satisfaction of the roofing contractor and the Architect, Valves General: The entire Plumbing System shall be supplied with valves so located, arranged and operated as to give complete regulating control of the circulating water in the pipes and at all plumbing fixtures. Make: All valves shall be of the Urane Company's menu - fac ure or equal as approved. Test The .entire sanitary and drainage system shall be tented by the Plumbing Contractor in the pr",esence of and to the satisfaction of the inspector of the Department hav- ing jurisdiction in compliance with the Regulation of said Department. Fixtures, Ihere shall . be provided and installed at fixtures a con - Waste & trolling valve in addition to the stop valve at water Water Con- entrance to house. neoti one Special Sill- Cooks: Furnish and install 3/4" heavy bodied, rough Materials brass sill- cooks set flush and true to wall. These will be located 1 from the grade. 23 . Water Supply Owner will have new meter and tap set of sufficient size and this Contractor will run water from point to fix- tures. There shall be 1 -1/2" service with 1 -1/2" tap with 1 -1/4" valve for future sprinklers. Run 1 -1/4" to house supply. Pipe outside building shall be soft steel. Sprinkler will be Installed under separate cone tract. Grease Provide and install a Hildebrand residential grease trap Trap Miami #2 as indicated on drawings. Finally Finally, it shall be required of this Contractor to pro- vide all necessary permits, licenses, arrange for all the meters and controlled utility appliances, Guarantee This Contractor hereby guarantees that all apparatus, materials and workmanthi free of all defeats that may develop within two yeate f rom date of acceptance and shall remedy such defects at his expense. Fixtures Bathroore(I4 White) Bath & C -3306 5 Coronoia Enameled iron Recess Math Shover C -3868 C.P, Bath and $bower Fixture C- 33581 -L C.P. access° Waste C- 4962 -B C.P, 1" x 62W Curtain Rod only Lavatory C -2504 18" x 24" Neudal enameled iron lavatory C- 32165 C.P. supply ant waste fixture C..32527 0.r. angle supplies with Stops C -33980 C.P. 1 X .1 -1/4" 17 Ga. P Trap C -33678 C.P. Hexagonal Legs and C -33668 C.P. Square Towels Closet 0 -11004 Hanover oloset coupled plain rim closet C -15025 White Sheet covered seat and cover C -14484 Flange 0 -14510 China bolt caps Kitchen (In White) Sink C- 19348 -X 20" x 30" A.R. flat rim sink C. -A8 C,1', Swing Spout. Faucet C -19770 C.Y. Utility Waste 0 -33980 C.F. 1 -1¢8" 17 $a. P Trap Laundry 0- 21294 -8 Two -part Cement Laundry tray on Frame Trays Reug& --Nee 0- 31746 -S Rough N.P. Lauadry Faucet 1 -1 /2" Lead P Trap 24. Member Permit No. Electrical DATE APPLICATION j Application is hereby . made for the approval of the plant apd specifications herewith 'for iu:il or other structure herein described. This appltion is made in sem:. plianc'e an& conrdrrlobar with the Buii g t rdinanbl' of the Miami Shores Village, Florida, and all provisions or the Lawn r;..0 of the State of Florida', alT" Ordibintes of Mete Shore$ Village, and all rules and regulations of the building Department u ` Miami Shores Village, thiarbe . rith, whether specified or not. 4 OWNER �Y �•� ARCHITECT . � � � CONTRACT LOT, / r DLL,* SUBDIVISION 110 NEW _ADDITION REPAIRS NUMBER OF STORIES. ROOF TEILL TOTAL COST 1'0_60 €.1 1) Building to be used for ►i C g `.- a - � #., { .t and no other I hereby submit all the plans end specificstioal for said building. STATE OF FLORIDA) COUNTY OF DADE ) Before me, the undersigned aut authorized to administer personally appeared 'known, and who, being .y me deposes and says that he is the t. construction, that he has read aid it.hat he did sign the same, a Sworn and Subsc are Notary Public, Stat Florida at Lard My Commission '► Tres deb. 10, I* My'Commission expi es Secretary f Building Inspector BUILDING ..PERMIT RECD MIAMI SHORES VILLAGE FLORIDA. Si g • public, duly d ent, to me well ., on o h of the above described oregoing application, . hat fats stated by him bed before me, *4* Cubic Feet/76/.- Cubic Feet required in this Bl US$ to ermi t No. Plumbing Permit No. ,_„___