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900 NE 97 St (4)/ Permit No .......... Application is hereby made for the approval of the detailed statement of the plans and specifications herewi submitted for the building 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 work. Owner's Name and Address Registered Architect and/or Engineer Employing Plumber's Name kreet2..." ,1 4 Location and Legal Description Lot. Bloeir Street and Number where work is to be performed—No State work to be perfonned and purpose of building (By Floors) New Building Remodeling Addition. SiZe Septic Tank____L2..0_________Type of Tank cf Feet of Drain Tile.5 575 € 4 .0-*-- - ;-~ -- __ Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No. —_____Size of Soakage Pit (Signed) Date... /71 _ •___ . .•_ Street. Repairs No. of Stories Stave. 9 7 stZ Capacity Gals.../4 c!!n z ( Signed • Plug P1uIng InspectOr. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations a an employer of labor under the Florida Worlanen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and bar com- plied 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 sub-contractors, on work to be perform9L under this permit, as are ( G , licensed by Miami Shores Village. - ( Mute/ be;. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when ouch re•inspection io made necessary by improper notice for inspection, ar faulty material and/cu workmanship. CLOSETS BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY Tuve URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'14111 TOTAL FIXTURES CONT. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIWG POOL. CONTR. LIST ... CHECK / Permit No .......... Application is hereby made for the approval of the detailed statement of the plans and specifications herewi submitted for the building 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 work. Owner's Name and Address Registered Architect and/or Engineer Employing Plumber's Name kreet2..." ,1 4 Location and Legal Description Lot. Bloeir Street and Number where work is to be performed—No State work to be perfonned and purpose of building (By Floors) New Building Remodeling Addition. SiZe Septic Tank____L2..0_________Type of Tank cf Feet of Drain Tile.5 575 € 4 .0-*-- - ;-~ -- __ Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No. —_____Size of Soakage Pit (Signed) Date... /71 _ •___ . .•_ Street. Repairs No. of Stories Stave. 9 7 stZ Capacity Gals.../4 c!!n z ( Signed • Plug P1uIng InspectOr. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations a an employer of labor under the Florida Worlanen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and bar com- plied 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 sub-contractors, on work to be perform9L under this permit, as are ( G , licensed by Miami Shores Village. - ( Mute/ be;. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re-inspection fee of $1.00 will be made when ouch re•inspection io made necessary by improper notice for inspection, ar faulty material and/cu workmanship. Easement Req'd. Yes ❑ No IS Survey /Stakes Req'd. Yes ❑ No Cal Tree Work Req'd. Yes ❑ No ® Permission Req'd. Yes ❑ No y v W n a _ City FDC Request Tel. Co. Set Poles Yost] No® Tel. Attachment Per Request Tel. Co. Transfer Yes0 No POLE LINE FEET O POLE LINE FT. ON TRANSM. POLES uI BURIED Y 4 u SUBMARINE OTHER NOT-s: County Rd. RR Xing 6 00 V KV 000V N E 97 ST. floc . TO TRUCHs PROP_ GOAD on/.3 7 HY,4 75e. - ag, ( sr ✓A PRO'? L A%tRAL LDAD - /as 9(46:9 A /. E_ 96 sr County Air Dr. Dist. 16KV DUC T BANK FT. 15K V 16KV State Rd. FAA Transm. TRENCH FT. KV KV KV /0. 7,44 , 0 45 .37 NEUTRAL CABLE FEET Map Posting Req'd. Yes. No El Posted by 6.rw0 sWP''yt 1 ° '3 /o 2 4.42 .0 900 O 3S.�S IO KwD sWV"73 T / -_ST R/G ,0'y /o 1/. FLORIDA POWER & LIGHT COMPANY INDICATE NORTH S NEETc2. of a. f ROV. /d Oh? 'AO ✓ /Pi/ uRD s ER ✓rc4 TO ,VL / .?t-rs:171) EA/C.E. 9.00 NE 97 ST. Engineer /!. C ALLEN Date a, m 6 AL c c'N ,. � Dwg. No. DRAWN BY CHECKED BY Rural Location Sec. TWP S, R. E. Scale: NT.s 1St. Lt. Map No. IPri. Map No. C -0741 RWO/ No. 8619 ER No. 7 8.4"0 LOC'N CODE FORM 1461 REV. 10/65 FIELr DATE WANTED: ACCESS N J . -,•, C SS SBT &T POLES SET -YES NO TREE TRIM YES NO 1.4LQL'IRED TYFE t'REW S.., 3 MAN. INTERF :U" TION! REQUIR,1 LE.i•.CTH Y CREW BY LC• :.AL OFFICE SERVICE LEI :GTH — POLE TO POLE SEAvle'c LENGTH POLE TO BUILDING CU; T vi lk� :•L_E ELIDING , COMP ETED CHECKER':.; kEMARKS TE C;.ECKED BY LATE J' • I ,.. E T ,; , ' v C 1 - 5 C. /......„ e_ F'PI_ ar.1N , P %N ; , 6ko 4 C C % N'l ._. , -C rE RVICE 1 % 4 !; / ware rt L\NZ N Eq 7 ST - -/ A ` / / \C E rq � �� / / ; / ;N: NN qo0 N s'tS \,/ / •r, ,/ N RISER 'SOLE `, ,. / -/ � 1 fe ei." `' , 5 '�. , e O if } 9\ t ° 'H3 'p-' f p 1. ' �+ _ 2' CONC:, ON / + 9 S � --� ___ - -- N F QuAo 6q - If P UN'1r E, \C, ! ® A9 F r CONEC't SERVICE ! /•' f,� X Tp O W (j1 P \; / :, F co NI r A" ki U , 43 FOR O 1-1 SE T Nk -- ` NOISIA39 41FE"F 2 0r' 2 i . i - -^ --� •, -- L O C A41_ 1 O N S Y. - V C 4-I N I '-a � i + 1 NL ERIEMEME ■ 1lt ill NE_:_.: :" 'Ott ' BI . MEE t' — •'� .._. c Ln' 11 I .. � ves...... "� — . - -_ - ERE k :'r'Z misi r - - _ - •:_.W11 = ' E111 IMO 1P�E IT 9%. f _ 1 • - :.j: t . ., . E fi!S_ a 11 i — 4 •1 ESI 4. -`-, j i , y. 1. ./ ,T rf' l` - . T I i ( 1 31V0 t t � 1 'ON -.- . -- -s - S t 1 - rPX- _6O0V- r 1 _ : t- �M /HIa .. - -*PEI -�- -- r- -. t , _.� -- ^_ r .. _ _ - - t.. -_ - _-L_"'_L. {{ - _.. - - _ -- . -� _.a _ _ r` _- '-- - -- - - -- i -. - E _ .WV -' T_T U E FF 5 ?" V STp,KcS' . - -- i t — k a i .___ __ + r _ E. : * ,, : _ ' - T ' ; S 4-1F F Q F 2 < DRAWN BY RA e, t % °� N CORRECT i _ } i ( ?'3 Pik � i __t } . 14-61^ 14-61^ - _ _ i- ___ t t f r i # I - - _ I_ 1 t_ { r . !: FLORIDA POWER & LIGHT COMPANY IMMINEMINIME { - j 4 ± t # PROVIDE 120/240V 4 U C,. S ERVICE 7 0 NEW C!FSIO -NCE ( )OO N" ST 1 t . 1 1 . f • t Y , f } t 1 _ � E 1 t ENGINEER R. A. G 1 RC t { DATE c:- 1 B - - 14 Easement Req'd. Yes 3'No ❑ I Survey /Stakes Req'd. Yes No ❑ -- Trench Feet 0 Telephone Duct Bank Feet SCALE: Hor. 7- j DWG. NO. ;-i 0 O N E - 11 - 1 Tree Work Required Yes ❑ No I Permission Required Yes ❑ No I ' Request Yes • No[/ Buried • Submarine 600V KV 15KV KV Neutral Cable Feet Vert. UG MAP NO. C _- 70 Map Posting Req'd. Yes al o❑ Posted by 15KV , 1 KV Permit Required: - r c-, Other 600V 15KV KV RWO /l�No. 8 h 1 ER No. 7 Loc'n Code 0 c s , A e s I' FORM 1451D REV. 7 FIELD CHECK DATE WANTED: ACCESS NON•ACCESS SBT&T POLES SET—YES NO TREE TRIM YrS NO REQVIRED TYPE CREW S 3 MAN 2 INTERRU. Tiorq REOU:RiD LE ';(3TH .Y c;Ew BY LOCAL OFilCE SEF\'ICE — PO1.E TO PCLE LEI - POLE TO BUILDING CUT ELLDIN( (;, COr..;P ETED DATE ------__ CHiCKER. kEMARKS_ C.-.CCAED Y CATE. 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. /�[ /, i 1 )Yl ^ l.0 Date... -thz:1 ?:°.�..-...._..Z.L ._�_...... , 19.2 .l. Owner's Name and Address ..:dQ!1 ..t. ..l . 1 .. - — _ No/g ......_ . Streetc_t3A"tt^ Registered Architect and /or Engineer (1 z' ie.s Y p IA rarvl.r Name and address of licensed contrpctor...akt.Y.LC.r - - : er Location and legal description of lot to be built on: L 22 Lot._......... 4...2- Block ' 1 Subdivision ...fh.le' y!'!. 1.. 61.101:E.h ... 3 Street and Number where work .is to be done 9.012..X1. t...q . 2_;rrLxPt; : -- --.- State work to be done and purpose of building (by floors ).... .1X.. G1Y4ts42 0..A.1 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 Maxirnum 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 Libor 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 subco ntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed Chairman Member Member ...... STATE OF FLORIDA, COUNTY OF DADE. j Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 forego j ng application, and that he did sign the same, and that all facts therein by him stated me l _ / `� Permit No.__.___._._f-.� / Date �� L( / Rea Sworn to nd Subscribed before me. Disapproved —., Date (Signed) Building Inspect r NotaO Public, State of Florida ion Expires to me well known, PLANNING B a D - DATE 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 Hoard. A re 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. Mr Bradford Miami Shores Village Building Department Miami Phores,Fla. Mr & Mrs Steven M.Willis 900 N.E. 97th Street Miami Shores, Fla. 33138 Re Subcontractor list and work 1 Plumbing - Hanlon Plumbing 2 Mitchell Electric done by owner License No. 40228 -9 41010 -0 3 Mayo Roofing (John ?Jkiro Contrs) CG 180 4 Curtis Kaplan,Inc.(Insl. Floor Co & Luminous Ceilings 18401 5 Tile Work -M nze Tile Co.Inc. 40804 6 Stucco - American Plaserting,Inc. 40833 -6 7hCoastal Erection-Windows & 49557 Glass Work 8 Lawn Sprinklers- Deyoung Sprinkler 39699 -4 Work done by Steven M.Willis 1 Rough Carpentry 2 Finish Carpentry 3 Masonry 4 Concrete Work 5 Drr,'►'7a11, Tape , & 6 Air Conditioning 7 Fill & Grading 8 Grass Planting 9 Painting & Water Proofing May 8,1974 Permit No. 16109 16268 &E6943 16208 0rner Wao/. Permit No Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owner's Name and Address Amount of Permit $— o„- MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No. Registered Architect and /or En r_________ —�__ ___— ._ Employing Plumbers Name61-4-1 o -dam I A :A_ No. Location and Legal Description Lot _6_ 1W 9Z: /i / Blo'k Street and Number where work is to be performed -No State work to be performed and purpose of building (By Floors) New Building _ _ -- Remodeling _ _-- _---- _--- --_-__ Addition_- - Repairs___ No. of Stories_ . . . ...... Size Septic Tank Type of Tank _ Capacity Gals Feet of Drain ............... Feet of Tank or Drain Field from Well Nature of Water Supply: City- Well._____— _____________________ — ____Size of Soakage Pit (Signed)- _4M- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accept Pis 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 com- plier 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 sub - contractor, on work to be performed under this permit, as are licensed by Miami Shores Village. 1 �, L _— Street ._.f0_f7.. ... /v�F._.9�i�/ Street My Commission Expires Notary Public, State of Florida Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice, for insi n, or faulty materials and /or worlonanship. CLOSETS BATH TUBS SHOWERS LAVA- T oluca SINKS SINKS SLOP SINKS LAUNDRY TUB6 URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT' NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM•G POOL CONTR. LIST CHICK _ Wao/. Permit No Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. Owner's Name and Address Amount of Permit $— o„- MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT No. Registered Architect and /or En r_________ —�__ ___— ._ Employing Plumbers Name61-4-1 o -dam I A :A_ No. Location and Legal Description Lot _6_ 1W 9Z: /i / Blo'k Street and Number where work is to be performed -No State work to be performed and purpose of building (By Floors) New Building _ _ -- Remodeling _ _-- _---- _--- --_-__ Addition_- - Repairs___ No. of Stories_ . . . ...... Size Septic Tank Type of Tank _ Capacity Gals Feet of Drain ............... Feet of Tank or Drain Field from Well Nature of Water Supply: City- Well._____— _____________________ — ____Size of Soakage Pit (Signed)- _4M- Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accept Pis 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 com- plier 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 sub - contractor, on work to be performed under this permit, as are licensed by Miami Shores Village. 1 �, L _— Street ._.f0_f7.. ... /v�F._.9�i�/ Street My Commission Expires Notary Public, State of Florida Master Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice, for insi n, or faulty materials and /or worlonanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT �f 7�/ Permit No: Date..._.. �. ! .._. -7 `" Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. �� Owner's Name and Address !//ice ST "YL Registered Architect and /or Engineer / Employing Plumber's Name .,,�e7 idL e /Anti (2 4 No/L A/ �. 0 .- Location and Legal Description Lot Street and Number where work is to be performed -No State work to be performed and purpose of building (By New Buildin Remodeling Amount of Permit $ STATE OF FLORIDA, I w COUNTY OF DADE. Gtr / /rte � No. D WL 97 Street.. / S, Gi r s Block 7470 Addition Size Septic Tank_...,.----- --------- - - ---- -Type of Tank__ Feet of Drain Tile. -.___ _ Feet of Tank or Drain Field from Well. of Water Supply: City-Well. __._______Size of Soakage 7 Street &-s ss ... Repairs No. of Stories it (Signed)_ Capacity Call Plumbing nspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his oblig ons as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilan com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be did sign the same, and that all fads therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made neoessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH TUB• SHOWERS LAVA- TORIES SINKS SLOP SINK[ LAUNDRY Tuns UR INAL[ CATCH BASIN FLOOR DRAIN DRINKING FOUNT•NS TOTAL FIXTURES CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN PIELe SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWwM'O POOL CONTR. �- LIST CHECK MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT �f 7�/ Permit No: Date..._.. �. ! .._. -7 `" Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 work. �� Owner's Name and Address !//ice ST "YL Registered Architect and /or Engineer / Employing Plumber's Name .,,�e7 idL e /Anti (2 4 No/L A/ �. 0 .- Location and Legal Description Lot Street and Number where work is to be performed -No State work to be performed and purpose of building (By New Buildin Remodeling Amount of Permit $ STATE OF FLORIDA, I w COUNTY OF DADE. Gtr / /rte � No. D WL 97 Street.. / S, Gi r s Block 7470 Addition Size Septic Tank_...,.----- --------- - - ---- -Type of Tank__ Feet of Drain Tile. -.___ _ Feet of Tank or Drain Field from Well. of Water Supply: City-Well. __._______Size of Soakage 7 Street &-s ss ... Repairs No. of Stories it (Signed)_ Capacity Call Plumbing nspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his oblig ons as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilan com- plied 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 sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Master Plumber. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be did sign the same, and that all fads therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made neoessary by improper notice for inspection, or faulty materials and /or workmanship. APPLICATION FOR PLUMBING PERMIT Permit No../l1 Date..._ - - -_ -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submit ed for building 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 work Owner's Name and Address W../ —_\114-a&WA) Registered Architect and/or En f Rer e �� r �,C ^/1 Te e ms Employing Plumber's a P.''.4/ a n /I � • .� p on Lot__ L / � treat nd Ndmber w ere 4o is to be performed -No State work to be performed and purpose of building (By Floors)_____ New Building__________ ...... Remodeling_ -__ —_. - -- Addit Size Septic Tank.- Feet of Drain Tile Nature of Water Supply: City -Well. My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT Amount of Permit $-2- (SI No ion..._.._ -..__ Repairs B Subdivi on �.t ' kidN Street._ ..._. ..7..... .... ,7 _ _Type of Tank--- - nist. Feet of Tank or Drain Field from Well .. ._.__.. - Size of Soakage Pit g9. 2c7i �l street .l e 7 No. of Stories The undersigned applicant for this building permit does hereby certify that he •erstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilan com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the woer to he perfumed under this permit; and will post or cause to be posted' for inspection on the site of the w, - ch public noti or notices as s r,. required by the Act. The undersigned agrees to employ only such sub- contractors, on work to nder this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, l U. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be hes carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florda Master Plumber. NOTE: A re- inspection fee of $1.00 will be made where mob rNnspoodos r msde•aeoassary by improper notica for ltaspectfoe, er faulty materials and /ar workmanship. CLOSR/ BATH Tu/S MOWER/ LAVA• TORIES SINK/ SLOP SINKS LAUNDRY TV // URINAL/ CATCH BASIN FLOOR DRAIN DRINKING FOV NT'N/ TOTAL FIXTURES CONTR. LIST — CHECK •— SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT G TRAP SOLAR NEATER DEar WELL a SY STEM SWIMEO POOL COMM LIST CHECK APPLICATION FOR PLUMBING PERMIT Permit No../l1 Date..._ - - -_ -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submit ed for building 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 work Owner's Name and Address W../ —_\114-a&WA) Registered Architect and/or En f Rer e �� r �,C ^/1 Te e ms Employing Plumber's a P.''.4/ a n /I � • .� p on Lot__ L / � treat nd Ndmber w ere 4o is to be performed -No State work to be performed and purpose of building (By Floors)_____ New Building__________ ...... Remodeling_ -__ —_. - -- Addit Size Septic Tank.- Feet of Drain Tile Nature of Water Supply: City -Well. My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT Amount of Permit $-2- (SI No ion..._.._ -..__ Repairs B Subdivi on �.t ' kidN Street._ ..._. ..7..... .... ,7 _ _Type of Tank--- - nist. Feet of Tank or Drain Field from Well .. ._.__.. - Size of Soakage Pit g9. 2c7i �l street .l e 7 No. of Stories The undersigned applicant for this building permit does hereby certify that he •erstands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent Supplement, and Ilan com- plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the woer to he perfumed under this permit; and will post or cause to be posted' for inspection on the site of the w, - ch public noti or notices as s r,. required by the Act. The undersigned agrees to employ only such sub- contractors, on work to nder this permit, as are licensed by Miami Shores Village. STATE OF FLORIDA, l U. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 be hes carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Notary Public, State of Florda Master Plumber. NOTE: A re- inspection fee of $1.00 will be made where mob rNnspoodos r msde•aeoassary by improper notica for ltaspectfoe, er faulty materials and /ar workmanship. 4401ei1 Nilo G4,. w/r, O / DETAIL OP HANGER Illatrio/ s 3 Pieces ea,6elv..'lPee/. "Mls /rsd as atiarw, 94 /Nails — I Any an» - ' i, Caz T.4/5LE Of' 5,afE WOR//NG £ 0405 ∎/°' PER HANGER FOR YAR /O.I CONNECT /DNS 88 A5CH t10/57 HANGER Dgxd on U /tnnoh Load rests by!mt., Report 4/8/C3. Fact, So& 15al //ooger - .0 5o. 5102A *ib - /G Amy Bat- earn* Jib. of kstesas. m/t Piortring lit 7'" ails, 0 bolt 2 300. Lbs. Rom r 4 Nails io 5i4e Plates Resist Joist Up -Litt — Ooze warAm9 erpoci/y = 750. Lbs. per /,bnyer 4 dad H.ks, ell'oc e4 in side Plates, D 5 1J0.ile, I Bolt 3 coo. 'Lbs. 4; TYP,CAL /N?rALLAT /OA/ P 8 Nails , 0 Gott 2 300. Lbs --4 - ---0 r I —� t N. 7'1 T aNails, lBolt 2300 Lbs. P 9 wails, 0 Dolt 2eao. Lbs, /s T 11A1416FR OE74/L5 1 CAPACT /ES $ 4 SCH PQODL1C TS, INCorTAtXAT SGO/ N. W. 72 Ave. .ffiAM /, AL A PPlaN . Tu -S/SG W,. e, G 0R 44 EAy :in ear , M/ am 1, Pio. .tarn ; 25, •3 DEra /L o>: HANGER Material 3 Pieces 14 Ga.Gole see /, Welded as shorvn,94' Nails /G Anny Bolt - ' /a"dia. CO r. 4 Alai/ Holes, c!, cheel in 5ide Plates, /G D TA6LE Ol 5,4PE WORKING L0405 '2 PER HAn/GER FOR VAR /O U5 CONNECT /DNS ASCH t10 15r HA/s/ E2 Based on U /timate Load Tests byRT.L,, Repot 3/a /G., Fact, 'aft. 15 iv MATER /AL //sager- /6 Go. siao Nails - / ferny fe /t -1'y es/74 e No. ofPostcaers_ 6 *xi Ig, 0 bolt eak NorkingL' P 2 Soo. L bs, St-Jails, !Bolt Boom.' Lbs. Nora • 4 Nails la 5ide Plates Resist deist Op -Lift — 9afe neontin9 Capacity = 750. Lbs, per / +ner TYPICAL /NsraLLAT /O11/ BNoils, 0 belt 2300. Lbs, —4 —4 8 Na%ls, 1 sort 23oo Lbs_ - I 9 Nai /s, 0 Bolt 2Boo. Lbs. P /s r KAJITGER DETAILS 5 CAPACT /ES 13 A S G -' PA oD U C r5, zv rmc 560/ N.W. 72 AVE, M /A MI, FL Pot/ OA/ TU - /66 W C, GORN/AAl EA"; Refer M / am /, F AO. Alan 25, X 63 Type of Roofing 2 x 4 Top Chord 2 x 6 Top Chord Heavy 2'- 6" 3'- 6" Light 3'- 0" 4'- 0" O ' ' A. O y f CAROL : SANFORD e el %,ri LLJUERDALE ;f) A C,'t FLORIDA 44y ( RED AR e1M SANTORD 600-C PLATES are 20 gauge galvanized steel unless 18 gouge is specified, ad shall be applied la both feces of truss of eoch joint. Plates shall be located symmetricol about tornts, un- less placements me indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION shell be accomplished using equipment which will poduce sgug- iain'1 y jo no ardTai•t. OVER- ALL SPANS ore based on rominal E beoring widths and may be increased by as much as 8` r ith n m ineTB' bearing. DESIGN STANDARDS conform with the opplicdile provisions of the "No- tional Design SpecificatIom° and "l4i Metol Connected Wood Trusses" (Truss Plate Institut•)• FIELD BRACING is t the responsibility of the designer, plate manufacture, nor truss fabricator etscns erecting trusses ore cautioned to see professional advice in reword to the •rection b,oc- irg, which is always required to prevent toppling ond 'dominoirg" during erec non, ond permanent bracing which may be required in specific opplicotions. Trusses skull be erected in o plumb ond might position. MINIMUM LUMBER GRADES ore specified. Lumoe, of , he same or greater stress wolves may be substituted. CAMBER specified is log nogmol coalitions of service and fabri- cation; may be increased or reduced of the architect agd /a fabricator', option. Trusses should be hcdled with cote during fabrication, shipping and erection, to prevent domoge• LUMBER: Max. Overall Spans Chord Btm. LUMBER• Max. Chord ()vomit Spans Chorrd Chord 2x4or2x6t chord of truss 1/8" x 1" Strap Anchor bent over top chord of truss. Nail with three 16d nails. (typical) 36" to 48" 2x3 or 2x4 DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER 2 x 4 or 2 x 6 top chord of truss 2 x 4 ledger (Required when length of overhang exceeds values on table) bolted to tie beam with 1/2" if bolts 4' -0" o.c., connect return to ledger with one Sanford Framing Anchor. (by builder) Concrete tie beam (typical) • • F EOREO� � sT ERED LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 24' to 36" 12" to 24" 2x3 2x3 1 /4" clearanc up to 1x6 Min. 2 x 4 Plate (typical) (by builder) 2 x 4 or 2 x 6 top chord of truss copyright 1967 D -5 Z O z 0 0 m 1� 1 m -•r C A Z O m JO D Z 0 rn v D r - copyright 1967 a 7 O a 7'- 8" Max. 3x5 ele SANFORD 600-C PLATES ore 20 gouge golvasiced steel unless 18 gauge is specified, and shall be applied to both faces of truss at each joint. Plates shall be located symnetricol about joints, un- less placements ore indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION shall be occomplished using equipment which will produce snug-fining joints ord plates. OVER - All SPANS are based on nominal 1" bearing widths ofd may be increased by as much as B .ith nwn� Fbeoring. DESIGN STANDARDS conform with the applicable provisions of the "Na- tional Design Specifications" and "light Metal Connected Wood busses (Truss Plate Institute/. FIELD BRACING is not the responsibility of the designer, plate monufocturer nor truss fabricator. ers� trusses ore cautioned to seek profcssionol advice in regard to the erection brac- ing, which is always required to prevent toppling and "dons noing" during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected in a plumb and straight position. MINIMUM LUMBER GRADES ore specified. lumoer o f the sane a greater stress values may be substituted. CAMBER specified is for normal conditions of service and fabri- cation, it may be increased or red the orchitect ofd /o. fobricotor's option. Trusses should be bodied with core during fab'icotion, shipping and erection, to prevent damage. 5x4 16d nails (typical) 2 x 4 lateral J brace required when length of vertical members exceeds 6' - 6 ". r 5x5 1-1/8" Typical Splice GABLE END SHOWING DETAILS OF VENTS AND OVERHANGS TYPICAL VENT DETAILS x =f= Overall Truss Span 2x3 (Typical) Note: All vertical members 2 x 3 or 2 x 4 spaced 2' - 0" o.c. LUMBER: Max. Overall Spans 3x5 2 x 4 block, 2' -0" long nailed to brace with (4) 12d nails and toe nailed to top chord of adjacent truss. (by builder) 0 2x3 (Typical) Bottom Bottom 12 Cho dop a\ r E RTIFj `t, O O I I • G C ,q • / �, G ifs 1 .z Na' 711 ' i f S * 4 S r T� / 4 � r gjf Op -- , i 't� 'P EN GO' _- - 5/8" Plywood or 1" Nominal Sheating Varies (to match truss) Chord Btm. LUMBER- Max. Chord Overolj Spans LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 2x 3 (Typical) 1' -3" Cho Top 2 x 4 lateral brace Goble End 2' - 0" Max. TYPICAL SECTION SHOWING OVERHANG WITHOUT OUTLOOKERS 2.5 x 6 B. Chord truss 0 -6 Z o v, Q -4m • m �^ z 0 D Z O D 4" JACK DETAIL 45 Bevel Top Equal Areas 1" mar Hat End Cut Bottom 3x 4 4" 3x4 2.5 x 10 for 1.5/12 2.5x9 for2.0 /12 2.5 x 8 for 2.5 & over 2.5 x 10 for 1.5/12 2.5x9 for2.0 /12 2.5 x 8 for 2.5 & over 3x4 3x4 2" 2.5 x 5 2x4 3x7 2x4 Hip Jock for 9' - 0" and 11' - 0" Setback 12 9' - 0" & 11' - 0" Corner Jack or End Jack 2.5 x 7 for 1.5 2.5x6 for 2.0 2.5x5 far 2.5 V - 0 "& 11' - 0" Corner Jack ar End Jock Roof Slope ■ When total load is carried by bottom chord use 2x4 Top Chord &2x6 bottom Chord Equal Areas 2.5x7for 1.5 2.5x6 for 2.0 2.5 x 5 for 2.5 & over Alternate Heel Joint for 2x6 End Height - 1ANra lslss .94 .+.bw r N rr. r..I. 1•01. IMO be slim - r N r s .... gilded. OWN. Ada r brawl _..•-• lama w. 1000. 0i 11•l. /l•••■• w V.Arr ti dodo or 0000.. % o. ..Ib. (NOT IMMO .1.. ►b.r w pal 1.. b•• •1r N rum ilb • remlYr dumped b e..) /..n 1.5" rq ....I. .b/ w 0.1! &maw 0/72" lank I.801'A. -.r. I.r Iwo MY 1.r 7..111 r •r✓1••I•e . ela p. l.d. .1 11 1(. r1 op1sMbr. Wier 64 In /r/. -w.i wr .Ar.loul. fie ��w11M Novella owl Yrllrl.s • b. 1.�1 r .. V rl r 11. .O ..Vr Ii.b W is •/low. 1.--1 ems_ Owe: T , 1.1 0 r.. 1. Ir w ✓-1 1.rl.Ib V flow •11.64 1.-d r IwO.b d swig 7 2 x4 3 x 7 for 1.5 3.x 6 for 2.0 3 x 5 for 2.5 & over Butt as required for 2 x 6 end height Note: Single cuts (45 °) are shown on the drawing. When necessary, double cuts (45 °) may be used. FUID �AClNG °M . momiIYT Nit fir. IIW wsmis/r- - aim Yr ha.. 1lonos ••Yid b ri esolmlisol whim. IN r♦.Il . Ir merle bo1Y& ••• • ••••• ompbell I. weak •pp1YW b AM 11 ` 1. 110 .d 011044610 P1111100. i w 1 0 Use 011.11 b. 00.1.1 .01t seem glrh I+brb.. •Ipbe o l mist.►. • p.p•• `�RUIG A1O IANICAI'IOM I.er --�IW rim 1�• .W .111 moire -f I -• -. Ali . lomid r. moI.d r Work. .4r..m/ our bbrme/by .-N.- r.1* rL . DESIGN STANDARDS emir..M the •ppllabb /..'Y.• N 0. •10104 pdp !p.. leedlw' rd 'Ask Mold 110. Cw..dd WNW •.m' (L.em FEY 0••05). Corner Jocks Hip Jock Hanger 16 ga. Galt'. Steel Note: All plates to be 20 ga. 600 -CL, unless otherwise shown. DH -5A, Revised c cr O copyright 1967 &P= A. CAROL c N SANFORD L m % FT. LAUDERDALE V S i ` FLORIDA 4 / •• �.sv.r+" r F RED A$ 2 x� h or as required'. 4' -0" 8 2x3 16' -0" 5x4 o 2x3 sissma' ' 2.5 u Optional Splice 2 x 3 12' -0" 20' - 0" SANFORD 600-C PLATES are 20 purge galvanized steel unless 18 gage is specified, and shell be applied to both faces of tress at each joint. Plates shall be located symmetrical about joints, un- it.s placements are indicated by eircle. (o) or as dimensioned. CUTTING AND FARRICAT ION shall be accomplished using equipment which will paduc..rwg-fitting joints and plat... OVER- ALL SPANS ore based on nominal 4" batwing width. and may b. incr.o.d by o much as 6 .ii(. nam�'nno �beoring. DESIGN STANDARDS conform with the applicable provisions of the "Na- tional Design Specifications" and "light Metal Connected wood Inne.i (Inns Plat. InstitA.). FIELD BRACING is not the responsibility of the designer, plate manufacturer nor truss fabricator. anon .rectirg trusses ore co.tiwd to s..h professional dvice in raved to the erection brac- ing, which is always required to prevent toppling and "dominoing" during erections and permenont bracing which may bw required in .pacific application. Trusses shall be er.oId in o plumb and =eight position. MINIMUM LUMBER GRADES are specified. Lumber of the sane or greater stress values may be sub.tihrtd. CAMBER specified is for normal conditions of service and fabri- cation; it rnoy be increased or rest tM architect ad /or fabricator's option. Tnns.n, should be handled wirh core during fabrications .hipping and erection, to prevent damage. symmetrical about except as shown. 2.5 x 4 x 4 8'-0" 3.5 x 4 -{ 2.5 x 4 T7 x o 2x3 2x3 2' -0' J Typical Truss Spacing VALLEY DETAIL Note: For longer valley frames, space vertical memkers 6 -0" o.c. maximum. Goble End Truss Ridge Line 3x5 LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. I Southern Pine 2' -0" t Standard Trusses 2' -0" O.C. 2x4 Use one 12d nail at each truss. 1/2 of 2 x 6 see Detail 1 v x l / Top chord of Truss u r / / VAL SE F `1 FJ DETAIL 1 v SECTION F - F Special lumber for bottom chord of valleys U 5 1 Std. Trusses 1 —Ridge Line PLAN 2 x 6 cut to match pitch of truss. 2' -0" Gable End Truss Gable End Truss D -8 O D copyright 1968 OF F C 0 9 o '�P- A. ''',0 a- co/ 9 —i CAROL SANirORD f t'J..'HDALL ;Q f1ONDA - Web Members: 2 x 4 or 2 x 3 1500 1 Industrial Douglas Fir or No. 1 Southern Pin, - Sanford Tension Web (TW) Note: Hips shall consist of two (2) trusses. Each truss must have Sanford Grip - Master 600-C plates on both faces at all Joints as shown . Trusses shall be fastened together with 16d nails at 12" u.c. or I. 2'isbolts 4 0" O.C. Truss Symmetrical about CL i" except as shown 2 x 4 7x 8 (Splice) 3x 5 3.5 x 10 2" Note: Do not combine Type A & Type B Splices ir. the same truss . (I) TW I.Ox71 (Front) Note: Do not combine Type B & Type C Splices in the same truss. SAN / ORD 6(r.( P1 Aft 5 a :U .ltwp. • o - " . . ' . . ' . . - ' • e... ■• ...q. .pet l ..d and ,nto. be aGPre.i . aarl: gut r. .., .. P'... .. '.•d r"� ... • n le+ • ' ..e te•nn o- .d.aated n. cle, t m •. . on.o CUI11NG AND FABRICAI ION w n.. nnpinh..a ..1•n9 ea..'Cn.e .n,. 1 . ✓, d r At 'PANS o,e toted oe ranoonol 4 bro..ng .odtsn a•,• o to .n to m ed b, cn m"rh .n.Tr .q OF SIGN STANDARDS .on...,- ..n. .. •py' a doe pro oons o 'he No toonot De,.g,. Spe.... lore and 'I.gh. wetol C>n.,..'.., wo..f I• .To.ot P1110 6RACINt:. , e.pons.b..••. • M. ,....pv . . ,. • n a,lacm.r. a to.,,'rtu. , n . 15 ;. �. .r t..ng sue, per tao .nned •, t s 0 w. e , .egard , 'l .- •e, boo la toy, n.th ts con , rau.'ee , o gbe.ebt oaoplono a•d f.. ,..,, • ..r ny e.rcnon, ono peon. n b,.... n.. . .eq... oral , .an 'c r .,,,,., ..' 1. n.rr no tea .n a pttni u ,t'o,yh ? ,..,... on .'INIMl1M l'JMBER GR AD[ 5 a ,•••• , .o • .•'ar. . , .tO pneose• to ., .al.e ..a, t , �p.�. , [AMBER .;m<. e. ,o . 4,n .., 4 .co r and lot cot.o os br •eseo L. en„ted b. ".e . . . . . . . . . . . . . . . . . . . . . . .0 " ate " Too art .nr I Camber 3/4" Design Loading Roof 45 psf Ceiling 10 psf Concentrated load from Ridge Jack 33 -1/3% unit stress increase. (2) TW 1.5 x 71 (Front & Back) 18-7 x 12 W 6 x 8 SPLICE TYPE B Note: Use tension webs 6" shorter than shown in center panels for every two feet reduction in span. LUMBER: Max. Overall Spans N1 Southern Pine 2x° - 2.<6 To Chord 41' - 0" Const. Douglas Fir _2205° 33,550 °T 18 -7x 12W6x8 SPLICE TYPE 8 x 10 ( 1 ) TW 1 . 0 x 5 (Front) Two 38'- 4" 29,080*C - -- 2205 ° 2205° b 3130° c 33 50°C 33 550°Cl 27,550°T\ 28,460°T . - -1200 40'- 4" Clear Spun SPLICE TYPE A SPLICE TYPE C 18 - 7x 12 W 6 x 8 12 2 x 6 Btm. Chord 41' -0" 4 1' 0" — 585 °C d 3355 SC R J e 1,2 61 3 - 3 18 -7x I2W 6x8 ° 2205W c S 130° c/tr n ; ` I 33,550 °T 27,.5�0°T 40'- 4" Ciear Span Egwl Spaces 11'- 0" Setback 1,2 7 6 I 4 5 12 FORCE DIAGRAM 2 5 or 3 • t • y� r % e 28 18 -5 lo 2.5r 14 FORCE DIAGRAM 18 -5 16 W2.5x 14 i J f - b ; 6255° �cd D F$ - Trusses Spaced 2'- 0" O . C . Web Members: 2 x 4 or 2 x 3 1500 f Industrial Douglas Fir or No. 1 Southern Pine Sanford Tension Web (TW) Note: Do not combine Type A & Type B Splices in the same truss . If necessary, two Type A Splices may be used . Note: Do not combine Type C & Type B Splices in the same truss. If necessary, two Type C Splices may be used. SAN FORD d00-C PLATES... 20 gouge gal wanted steel unless 18 gouge is spec iced, and .hall b. applied so both fats of hues of oath joint. Plates ,hell be located .ywu.etricol .ban joins, un- less platemenh are indicet.d by circles lo) or as dimensioned. CUTTING AND f AUKATION shell be accomplished using equipment which -ill produce snug- fining janh and plat... OVE(- All SPANS ore bawd as nominal d" basing stink. ono nay b. :named by as much s with - b.arng. DESIGN STANDARDS conform nth she applicable po.:sioro of M. 'Na- tional Deign Sp.<ificaioni and `light Metal Connected Wood Theses (Truss Plat. Institute). FIELD {RACING is not the rnporoibility at the designer, plate monulath ... not toot Ithr.cote. ersorts orecong owes .e e■t.e...d to .wets pd.nionol entice in regard to the reaction brac- ing. which is blwoys required to p.tem toppling ono - dosino.ng Owing erection, and p.rmownt bucing wheels may be rennin in specific applications. Trusses shell be erected in a plumb ono straight position. MINIMUM LUMBER GRADES we specifier. l..mo.i o f the sane or g..an stress tolt.. may be ,u6titutd. CAAIEER +penned is foe named co.dit,ons 0 1 eroice ed lob.. - ca.on, .t may be incensed o. rule ochifect .d I .icato.', option. Ines should be handled e.M cue during fabrication, .hipping end erection, to prw.nt damage. Truss 5 metrical about QL 2.5 x 10 1 18-3.5 x 10 W 3.5 x 6 SPLICE TYPE B 2 x 6 Note: Use metal webs 9" shorter than shown for every two fee reduction in span 1 --(1) TW 1.5x89 L Camber 3/4" 18 -3.5x 10W3.5x6 SPLICE 'TYPE B Desig., Loaning Roof 45 of Ceili,lg 10 psf Total 55 psf 33 -1/3% unit stress increase . (Front) 1/8" SPLKE TYPE C LUMBER: Max. Overall Spans 1 1 Southern Pine 42'- 4" Const. Uouolas Fir 41'- 4" ,1500f Ind DnftgFir 7x6 a 1/8" SPLICE TYPE A 7x6 2 x 6 Top 2 x 4 Btm. LUMBER• Max. Chord Chord Overall Spans 900 b 775i 8600°C 725 18-5 x 12 W 5 x 8 f 41'- 8" Clear S n 12 (1) TW 2.0 x 66 (Front) 18 5x10W2x6 42'- 4" 42'- 4" . Ii new except as shown x 2' -0 " ± 6 " Y I I s 12 T 2.5 or 3 925 5,6 r�� 2 T 3x5 • • 72 FORCE DIAGRAM 450f c 695# 7f C . R s► 944°1C 925 f 41' -8" Tear T an =� ? J 2.5 or 3 x 6 ,- 695'/4 a 900# b 775 6 5' ,6 d 3751 2180 T 6 FORCE DIAGRAM M 13 0" Setback 900 Chord Chord Equal Areas 18-3 x 18 Equal Areas — 18-3 x 18. 375 f R= c 2 � d b - T - R= c _ 2295 e 1_ e DH-34 w D z O 0 copyright 1968 � Q- A '' , 0 • co CAROL f SANFORD L " JPERDALE ;U f(DRIDA sTF4s D .... % —4 Note: Do not combine Type A, Type B and Type C Splices in the same truss. If necessary, Type A and Type C Splices may be used. 1 � ' - -- 6x5 --- - - - -- -i'v 2 . x 10 18-5 x 10 W 3 x 6 Note: 6x5 Do not combine Type B & Type D Splices in the same truss. If necessary two Type D Splices may be used . SANFORD 600 -C PLATES are 20 gouge gol.mieed steel tmless 18 ,,o.•9e is specified, ord shall be applied rn both fm es of truss or each join.. Plater mall r>,. located t,mmen.toi about loin's, n• less olacemenh areendotot by circles to o- as ain't...o,ed C..17ING AND I ARRICAI ION shoo be o, compl.,hed osi ng equtpmenr .Ne• ..11 o:ducr s•tug- .in - ng Ranh and plates. OvTO- AlL SPANS oe tined on nominal e" beorong .,dohs u•,o -.o, Le .ntremrd by as much us lit ..th . nal 8" bearing DESIGN STANDARDS t ¢ a th ..'h the opedable pi o' e ' No- 6 •ionol Design Spec.catio.o" and "Eight MetalConnectep W000 Tru"es" I Truss Plate Institute FIELD BRACING is r.or the responsibility o 1 the deom +•. plate mov..lac'wer not nut. labncara Persons ere tiny trusses are cautioned to see• p,o t ess.onol oa.,et .n legato so the e.ectian b.oc- ing, .hick it l.o,s required to pre.enr tnppling and don..•...ng' during 0,.,', o.. o.d pe.n.onera br.:•'rig which 'nos be required re specific appli.onuns Trusses shalt he erected .n o plumI o.d sno..g,t position. MINIMUM LUMBER GRADES sue sped ea. l.. oe. of riles o r ghee . trees, m .olues oy be sub.iNled. CAMBER specified .s'or tond.l...s c,1 se r..te orb toh... may 0e increased or reduced or .he och.te, t and n t , r .c is op• 1•-asse, •ho..ld b. may handfed o.th core du. ;rug Iobnco o .or. st -pp.ng d ere.tru r• domoge Trusses Spaced 2'- 0" 0 .0 . . Web Members: 2 x 3 or 2 x 4 1500 f Industrial Douglas Fir or No. 1 Southern Pine Sanford Tension Web (TW) `_ • Truss Symmetrical about except as shown 2 x 6 1 x 4 T at 8" Attach with 8d nailLis s Bracing at 8" - (by builder) ( 1 ) TW 1 . 0 x 9 8 Front Note: Use web members 9" shorter than shown in center panel for every foot reduction (_Camber 5/8" in span. Design Loading Roof 45 psf Ceiling 10 psf Total 55 psf 33 -1''3% unit stress increase. 18- 3,5x8W2x6 I SPLICE TYPE B SPLICE TYPE C I /8 "(Typ 6 x5 LUMBER: Max. Overall Spans I Southern Fine Const Douglas Fir 1500f Ind . Doug Hr 12 2.5 or 3 2 - 6 SPLICE TYPE A 6x5 12 2.5 or 3 1) TW 2.0 x 80 (Front) �J� °� ' - I ±11 - - - - -- 2 x 18-3.5 x 8 W 2 x 6 2 x 3 No splice SPLICE TYPE B 18 -5 x 8 W 2 x 6 SPLICE TYPE D 2 : 6 Top Chord 39' - 0" 38' 870# a -, 5940rIC 870# b 18-5 x 10 W 3 x 6 2 : 4 Btm. Chord 39'. 0 "^ 39' - 0" 8240 t 430# 5 940 #C 1,[a0 } 5940#T 8065 T 5940 806 e 1960 #T d L 1840Y 38'- 4" Clear Sean 3x5 3 4,5�_= T_ 4 r 810 #C - 430 * T i 810#/ c 870A 870 # b BIOe i �' 5 Two Equal 15'- 0" Setback LUMBER: Max. Overall Spans FORCE DIAGRAM 1 2,3 Top 3t Chord 38'- 4" Clear Svl;, Equal Areas ' FORCE DIAGRAM _.- .t. Spaces x 3 (Typ) Equal Areas- ' =a x 18 a,e R= 2110 R- 3x 18 2110# DH -36 TJ M O 0 co ri ht 1968 PY 9 If 7 ', OF rt0 V v^`vs w s. R� O 4...-' ~ A ` < 2 %:" 9 1 e CAROL .-11 • f SANFORD / es 0 17 % ~ 0 • > 5 FT. L. 9DERDALE �(.•f 11 C FLORIDA - ( / t i sy " yss - - - , ,T F ED A R G ? R 1 ■11. -e."` SANFORD 600-C PLATES an 20 gauge golvoniaed steel unless IR gouge ,s specified, and shall be LUMBER Max. Overall Spans 2 x 6Top Chord 2 x 4 Btm. Chord LUMBER: Max. Overall Spans Top Chord Btm. Chord . applied to both 1 «n of truss at each ;ant. Plates shall x located symmetrical about joints, un- m less ploceenb ate indicated by circles lo) a as dimensioned. CUTTING AND FABRICATION 2 + 1 Southern Pine 42' - 8" 42'- 8" 42'- 8" shall be accomplished using equipment which will produce snugTrng tams and prates. OVER- ALL SPANS are bawd m nominal e'• beating widths out may be increased by as much a FFr.,,—.4th � beori.g. DESIGN STANDARDS conform with the applicable pro.isions of the - No- 1500 f Ind Doug Fir 41' - 0" 1 tionol Design Specifications" and "Light Metol Connected Wood Trusses" (Truss Plate Institute). FIELD MACING is not the responsibility of the designer, pion manufacturer nor truss fabricator. enecrirg trusses ate cautioned to sees professional ad. redone' ,ce in reg ro the e erection oc - t which std to r D ng o M "doniro�n g' during erection, permanent '^R• 1, always re quip prevent bracing which my be required in specific opplico"ons. Trusses sholl be erected in a plsenb and straight position. MINIMUM LUMBER GRADES one specified. Lumuer of the sane a systole, stress values ma be substituted. CAMBER specified is fn. noomol conditions of sei vice oyd fobsi- t cotion, it moy be increowd or reduced at the architect a d ;or fabricator's option. Trusses should be handled with core during fabdcotion, shipping o..d erection, t prevent domoge. _ spy Trusses Spaced 2'- 0" 0.0 . Design Loading Roof 45 psf 910° a 910# Web Members: 2 x 4 or 2 x 3 1500 f Industrial Ceiling 10 psf ° b 920# Douglas Fir No. 1 Southern Pine Total 55 6420 C 8980y 9104 920 °C 0 9 6420 °C 0° 490 °T b 9200 6 55fC c 485° 4 5 or psf Sanford Tension Web (TW) 33 -1/3% unit IM 3 2210. C c 485° P 8 98000 j'32o0l°5 6 x 6 6420 0 T 6420 0 T 8790°T Truss e S mmetrical about Q 42'- 0" Clear Sean d 6420°T 8790 A e 42'- 0" Clear Sean d ex e• •s ••w• 6 x 6 := 2 x 6 = 12 3 r �. (T Q 2.5 3 4,5 or 3 x 6 1 x 4 T Bracing FORCE DIAGRAM a,e 2315 c d —�— attach with 8d nails 8" owes (by builder) 2 x 3 _ 18-5 W 3 6x6 10 p_ 18-5 10 W 3 x 6 x x 6 x Equal Areas S . Gi "s � 1 18 -3 x 18 C.) Y gr 5 1 f { No. 5213 S 0 6x6 vi". /1 /~ r g= f sett 2 X 6 _' � 12 '' OEOREOP- ; sstl�n 2.5 or 3 c 4.., .3 - i 4 FRED EN x 6 116111.....- 2 ..- a,e 5 2 x 3 (tYP•) 3, 2,1 FORCE DIAGRAM S aces b d RF--- 2315 —L- -4111411i \ . \ 18 -5x 10W3x6 - Note: Use metal web. (1) 1.0 107 (Front) 9" shorter than shown in , 18-5 10 (1) Equal Areas (Front) 18-3 X 18 17'- 0" Setback center panel fir every foot reduction in span 3/4" ...Camber DH-38 m DESIGN LORDING ROOF 45 PSF CEILING 10 PSF TOTAL 55 PSF 33.3 7. UNIT STRESS INCREASE SANFORD 600 -C PLATES SANFOD METAL CONNECTOR NAM ME E0 GAUGE GAL VANUED STEIL UNLESS RE GAUGE IS SPICIER° AND {MALI LE *KIM 10 LOIN FAC(S OF 1055 11 EACH JOINT. 1I A1(S SMALL RI LOCATED SVMAEIRICALL Y MOUE JOINTS UNLESS Pt AC(MINIS ARE INDICATED BY CIRCLES 0) OR AS DIM(N11ONE0. CUTTING AND 7AIRICATION SMALL M ACCOASPL WEED USING (OUR - M(NI WMKM WILL PRODUCE SNUG /THING JOINTS AND MAILS. OVERALL SPANS ARE EASED ON NOMINAL 4-INCH REARING WIDTHS AND MAYBE INCREASED BY AS MUCH AS L -INCIRS w71■ NOMINAL LaNCIT BEARINGS. DESIGN STANDARDS CONFORM MIN 114 NATIONAL. DESIGN SPECIFICATIONS AND LIGHT WIN CONNECTED WOOD 14JSIES (TRUSS PLATT INSTITUTE). 41E10 BRACING D NOT Int RESPONSES' ITV OF 111E D(SIGN(I.PLATE MANU /AMU(R, 0E TRUSS 7 M11- CATOR, PERSONS ERICTING T.RSES MR CMJIONLD 70 SEER PRO5(SSIONM ADVICE IN RIGMD 10 [ACTION @RACING WMKM D NWAYS REWIRED TO PRIVENI TOPPLING AND DOMINOING DURING ERECTION. AND /EMANENI 'LACING WMKM MAr M REQUIRED IN SPECIFIC APPLICA- TIONS. MESSES SIU,L 11 EMCEED IN A NUMB AND 5107005 POSITION MINIMUM 1UMBE1 GRADES AR SPECIFIED. CAMBER SPECIFIED 15 FOR NOMA1 CUNOIIIONS Of SERVICE AND EARN • CATION. 11 MAY RI INCREASED OR REDUCED AT IM AKnIILCI S CR EM1ICA101'S OPTION nOWEVt R. ANY DAMAGE 1ESUE TING FOM SIC* INCRIAS1 GE elD0010N SHARE BE THE RISPGNII- BEIIY OF 1nt A1Cn1IECT OR FAR/MAJOR IAN ING S4C7 C *ANGE . TRUSSES SAIOUt D BENANDEE0 WnnC ARE DURING FARM ANION, 5*IPP1NG. AND ERICUON TO PSI YEN, DAMAGE INS DRAWINGS AND S/ICRK AEONS CONTAINED IN Ina DESIGN IlAV( RUN PIIPARID 111 ACCOI0ANCI w11N STANDARD ENGINEERING 'MOIRES. ANr DAMAGES RISUIING F ROM INCORRECT USE !SINE ' ESPONSIILIIY OF ENE TADRIC A101, w4R0 ASSUMES ELAN LIAI,IIr DO RN°.. LICENSOR (A- PREiS1Y DISCLAIMS ANY l(SPONSII411Y OF LIMIER f01 DESIGNS AND SPICE KAIIONS 7UIN- ISnEO Sr TAR FA1KA1OR PUISUANI 10 FAULTr 011NCO1CCt DATA SUM IIIEO BY THE FMRI- . CA101. FURTHERMORE . FABRICATOR 15 M(CIY ADVISED OP 115 RESPONSES, IT FOR ITS MANS AND OF ITS CONTINUING CSPONSES►ITY 10 VEIDV 04WUNGS AND SPEC 'CATIONS EURI ED BY IM LICENSOR AGAINST FA@RKATOI'S OWN MAN510 MARE CERTAIN IRA' Ins EU1N15fED SPEC' KOONS CONEOM TO ITS MANS. ANY D15COPANCRS S4 11l0 R WPM DIAIIL r NOUGHT. IN w1111NG, 1011* LICENSORS AND EMRICAIOIS ATTENTION BEFORE 'MIRK Al ION TOR N(C(SSAIV RVISONS ACCEPTABLE TO 1011 ENGINEER AND /OR AKIIITECT CONCERNED. 1 -5/8" LUMBER 2X4 TOP 2X4 BTM CHORD CHORD DN.SEL.STR.K.O. SO. PINE SEL. STR. K.O. S0. PINE N0.1 DENSE K.O. 50. PINE NO. 1 K.O. SOUTHERN PINE N0.2 OENSE K.D. SO. PINE NO. 2 K.D. M.G. SO. PINE NO. 2 K.O. SOUTHERN PINE 34 . -10' 33 ' -5 " 33 ' -9 32 ' -2 31 ' -9 29' -3 26' -9 2650 2250 2250 1900 1850 1550 1350 23' -6 35' -t 32' -8 - 32' -9 31' -2 30' -3 ' 27' -7 " 25' -1 35' -1 35' -1 35' -1 35' -1 " 35' -1 -" 33' -10" 29' -10" 25' -3 ' 35' -1 ' 35' -t " 35' -1 " 35' -1 " 35' -t 32' -1 ' 28' -10' LUMBER SPECIES N0.3 OENSE K.O. SO. PINE DN.SEL.STR. ORY S0. PINE SEL. STR. DRY S0. PINE N0.1 DENSE DRY S0. PINE NO. 1 DRY SOUTHERN PINE' N0.2 DENSE ORY S0. PINE NO. 2 ORY M.G. SO. PINE NO. 2 ORY SOUTHERN PINE ALLOW. UNIT STRESSES F8 (PSI) FT (PSI) PC (PS1) 2150 1850 1700 1450 1350 1150 975 1050 2450 2100 1450 1250 2050 1750 1700 1450 1250 1550 1350 1300 1100 1050 925 750 600 1200 1 1000 850 725 825 1850 1600 1450 1250 1150 1000 850 1 -1/2' LUMBER 2X4 TOP 2X4 8TM CHORD CHORD 32'-8 31' -3 ' 31' - 7 30' -2 " 29' -10' 27' -0 ' 24' -7 ' 21' -8 ' 31 ' -10' 30 28' -e - 27' -10" 25' -5 23' -1 ' 35' -1 35' -1 35' -1 35' -1 34 -3 31' -0 27' -3 23' -0 35' -1 ' 35' -1 ' 35' -1 ' 33' -1 " 32' -10' 29' -4 " 26' -3 DESIGN FOR TRUSS 35'- 1" OVERALL SPAN SPACED 2'- 0" ON CENTER RECOMMENDED CAMBER: 1/811 PER 8'- 0" OF TRUSS SPAN NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS. IF NECESSARY, TWO TYPE A SPLICES MAY BE USED. 5x4 SYMMETRICAL ABOUT CL r EXCEPT AS NOTED DESIGN CRITERIA' 1970 TPI Span -s 1- 2 -1/2" 35'- 2" 3.5 x 5 2.5 x 4 28' -8 3x4 SPLICE TYPE B NOTE: WEB MEMBERS TO BE 2X4 NO. 3 DOUGLAS FIR OR SOUTHERN PINE OR 2X3 NO. 2 DOUGLAS FIR OR SOUTHERN PINE EXCEPT AS NOTED. NOTE: FIFTEEN PERCENT INCREASE TAKEN ON FB FOR REPETITIVE MEMBER USE. TOP CnORO 814.1018 '(Oslo 0NC RtteUCO 1N CRCN C1OROI i626” 5x4 12 4.00 Span Plate 35' - 1" 5x5 26 8" 5 x 4 SPLICE TYPE•A 8 -1 C -2 R -1 0 -3 • -4415. c -3500. • 4185. c 2792. 777. 0 34'- 5' CLEAR SPAN 1 -2 c -824. 2 -3 c 1150. 230. 777• R = 1900. Span Plate 35'- 1" 2.5 x 9 33 8" 2.5 x 8 29'- 8" 2.5 x 7 24'- 8" 2.5 x 6 20'- 8" 2.5 x 5 504• Equal Areas PAGE 12 -41 - 1 0 "- r -' 1•51 rn 2 0 (7 Z 7 1 05 fJl I 4. 0• 1 L J ID - 77 J C U) CID O SANFORD TRUSS J DESIGN LOADING ROOF 45 PSF CEILING 10 PSF TOTAL 55 PSF 33.3 Y. UNIT STRESS INCREASE DESIGN FOR TRUSS 46'- 8" OVERRLL SPAN SPACED 2'- 0" ON CENTER RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN Span Plate 46'- 8" 6 x 6 38' -8" bx5 SANFORD 600 -C PLATES s..MO..<r.M1...O210 OYVYMOO.RI U.'O Y OY10 O mmn YO..1M Y.1M11010" PM01 a TY AT MN MM. POM MY.. IOCYO M..1KYlr MOW .OM YAM PYa.MTI r 4 . 4 4 1 9 . 4 0 4 0 . MAM1744114. 0121.2 YO P. ICATIM ..11. n.. WOO Iw...P,1..o1... IMMO YUS1amY nom YO IDOL MOM YAM W MAO MP NO... MAICI MW.O,O W Y.r. M M.0 41 Y1.101Y 84710.7 NoY. 41401..YMM. MOM "MOM712..9I...al T. moo.. M110. Ot .11.101. Y. WWI .TY OPM.a. MOO nWn 111W1 Pun MOM.. re W 1ucMO n NOV 174 11190141.11. M T. Mwla. 1210 ......2...1 T10Y Y..1. 1400N1110140 MOM 0221.0 TO MAIM. SIMM MAO I.YYYeTO,.1.Ra.11.<M1~.I.., • 932..10 AMMO 10.Ir...101.JNO a..a MOO, APO .IA2.NT MOM ..*. 4141 NUMMI M . MOM APPMATIONS. talOM 74.1. ` MM.. If Me 41.32 COM410..1. MAO .w 00.12. D ' w n MP • MIMS a OP 4.4.. Al M AMONG. Oa PMI�O1O.1 01710M MOM .$O0n. ...ounPAM O.MMCPYwTO0 M..4•0...9 M CION TO NOM 2....M. T. ...MOI .PO 1110.2.I10M COM MIP M TM Aw,Y 002 MN PTY... 1144403110410.M PFAMMO 1 4141.0 ...10' .,n• 232201 W PMO.w 1102IMOMPO 4111111( 41314441111114 M M 12.4:.104 ao YT2.11*0 MUM, TI.OIO*. AMMO. (MOM OOCOIM w.1W1714111. M MM. 110 PO MO.PO MC..21OM W1D Ir T.. FMPOTM 111117MPO TO MUT M IMMY., O ,. N,2Iln. TOO. IA.IMIM. MOM. Y1IC.704 n NOM AMMO M 41 4.014411.1. KIP PIA. 2N.M m41 .41.Y.0 111,.04711W.m41.44 04..0+ WPM nTOM.,2.4w ry T. MOO. Mom. MAIC/4M+07114 PAM TO AIM 0.12 TwT M 41.00.11 MOMS ANO MCMCAIMM COMMA m..er.1MS PW¢ AM 011 .P.N127 14022 Y. 2..M.OI..OUMa.M COMM. AMMON MO. FMK... PM MOs.. mu.. .*1202210 T. M0M21.0,0. MOIST. CO 20.0. SYMMETRICAL ABOUT CL EXCEPT RS NOTED Span Plate 46'- 8" 2.5x 9 38'- 8" 2.5 x 8 1 x 4 continuous lateral bracin for spans in excess of 3V- 0" MOM Span Plate 46' -8" 18 -5x9 38'- 8" 5 x 8 1 (PUCE TYPE B DESIGN CRITERIAi 1970 TPI Span Plate 46'- 8" 18 -5 x 6 40'- 8" 18 -3.5 x 5 SPLICE TYPE A 1 -S/8' LUMBER 2X6 TOP 2X4 BTM CHORD CHORD 46' -7 46' -7 45' -7 42 -0 46' -7 43' -8 ' 43' -2 ' 39' -3 ' 1.5 x 3 46' -7 45' -1 43' -l0- 39 -5 ' 42' -2 ' 37' -2 33' -0 Span Plate 46'- 8" 6 x 4 40'- 8" 6 x 5 Span Plate 46' 1 -1/2" 38'- 8" 5x 4 TOP BPL C!e (ONLY ONE ALLOWED IN EACH CNORO1 LUMBER SPECIES N0.1 DENSE K.D. SO PINE N0. 1 K.0 SOUTHERN PINE N0.2 DENSE K.O. S0. PINE NO. 2 K.O. M.G. S0. PINE ON.SEL.STR. DRY S0. PINE N0. 1 DRY SOUTHERN PINE N0.2 DENSE DRY S0. PINE N0. 2 ORY M.G. SO PINE N0.1 DENSE K.O. S0. PINE N0. 1 K.O. SOUTHERN PINE N0.2 DENSE K.O. SO. PINE N0. 2 K.O. M.G. S0. PINE N0. 1 DRY SOUTHERN PINE N0. 2 ORY M S0. PINE N0. 2 ORY SOUTHERN PINE NOTE' NEB 11215tRS. TO BE 4X4 N0. 3 DOUGLAS FIR. OR SOUTHERN PIN!. OR 1X7 N0.4 DOUGLAS FIR. OR SOUTHERN PINE EXCEPT RS NOTED. NOTE' FIFTEEN PERCENT INCREASE TAX!N ON re rop REPETITIVE MEMBER USE. 1! 4.00 8 -1 = -80064 C -9 = -4004. R -1 = 5898. 0 -2 = 5898. ALLOW. UNIT STRESSES FB (PSI/ 1900 1650 1550 1350 2100 1500 1450 1250 2250 1900 1850 1550 1750 1450 1250 P FT (PSI/ 1300 1100 1050 900 1400 1000 975 825 1300 1100 1050 925 1000 850 725 1036. 230. 46'- 0' CLEAR SPAN 1 -2 = 230. 2 -9 = -2002. 9 - = 1496. FC (P5I) 1700 1450 1450 1250 1650 1250 1250 1050 1700 1450 1350 1150 1250 1000 850 1036. 230. 1 -1/2' LUMBER 2X6 TOP 2X4 BTM CHORD CHORD 46' -7 44' -6 ' 43 40' -0 46' -7 41' -7 ' 41' -1 ' 37' -4 ' = 2532. Span Plate 46'- 8" 2.5 x 12 44'- 8" 2.5 x 11 40' -8" 2.5x10 36'- 8" 2.5 x'9 32'- 8" 2.5 x 8 46' -7 ' 41' -1 39' -II 0 C 633. Equal Areas NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS. IF NECESSARY, TWO TYPE A SPLICES MAY BE USED. 35' -10' CI) 38'-5 - 33' -10' 30' -0 PAGE 12 -89 �I 0 r m m z� 0 • 0 7c 0 CI 0 cn ( qJ CID 0 GIRDER OVERALL SPAN OVERALL SPAN OF TRUSSES CARRIED BY GIRDER — No. of Girder Members 1 4 1 1 2 3 14'-0" 21'-6" 1 47-10" 50'-0" -- 15 '-0" —I— 19' -9" : 44' 3 50'-0" -- 16 18'-3" 41'-1" 5Q'-0" . — 17'-0" T 16 ?P'-4 50 — 15.-e" is.-ii" 19'-0" 14'-7" 33'-9" 50'-0" — 20'-0" 13'-7" 31 -9" 49 50-0" 21'-0" 12'-8" 29 46'-5" 50'-0" 22'-0" 11 22'-3" 44 50'-0" , 11`-1" 26-10" 41'-10" ' 50 24 10'-4" 25 39 50'-0" 2 5-9" 9 24'-1" 37 50'-0" 26 f 9'-1" 22-11" 36 42 _j 27'-0" ; 2 21'-1" 34 45'-5" 28 7'-11" 20'-1" 32 43'-0" — 19-10" 30 40 30 — 18-10" 1 29'-0" 38'-8" 31-0" — 17'-4": 27'-8" 36-10" 32'-0" — 16'-7" 26 25'-2:' 33'-0" — 15'-9" 25 , 33'-7" 34'-0" 15'-1" 24'-1" 32'-1" 35 14 23'-1" 30'-9" 13'-5" 22'-1" 29'-6" 37-0' — 12-10" 21'-2" 28'-3" 36 — 12'-2" 20 27 39'-0" 11'-7" 19'-7" 26'-1" 40'-0" 11'-1" 18-10" 25'-1" III 0 SAN401191940-( Pt4 tt S.., 20 woofs 901.c.meed oert I on.. 19 , ,,0•,• is pom Awe enel We be efer777 e ease Plotet O... 44044 1,4040/1.t•I gee, ••• ...t les o. co am • ea CUTTING AND ASSICAlltie• Owe. be eceemeimshell •oeme 4.44.400• 1.10 poem., n, .o.nn one gen. 0022 ALL SPANS we bowel 0. memeoreeI • bee......e.ms ono ■.o, ■n■■■4014i 4, 10 .14•44 Jr7nT4 09SIGN SIANDAADS o.,I o. efe 0,4,10oble goo. 40001 em• 'No - De., Sp.• .1 ...fee' ere, : GO ...•I Loner,. .c.od 1.0o. IL.. PC.. • • ■D 02..CiNG .1 nc./ eme tetbeemot..10, o , .h. Owe alue.mof 0 ■ 7 7.• ••.••• ■•••••■ •• 00•0• or. ,oemee toe doom ,mon 04, - *Norm ....eel '0 pre.e• tommebIosa woe 'As'"-% Joon,. N• . bon Dee 9 ••••.• "IIN N 0PPIme goo., to, I,. oft ••• pone, ere se o p.m oem ■LIA41114 GRADIS Ot• SP•■11.441 .n.». toe bre , 11 ; 7 Ar mno tme ••••• . ••dosobIlom .11• Goof..., or. 0 4 m . Im emee...• be 4011-14 .0.. ng copyright 1968 7 " • •, • ..... NOTES: • 1) LUMBER: 2) BEARING: 3 CAMBER: 41 GIRDER 3" 5 x 14 Symmetrical ouout except as shown • No• All lumber to Le No 1 SoLilhe.., 2.. 6 Minimum Bearing Requirf Camber boitorii cl■,Aci of girders to n■ol, tt Two membet Bottom chord-connect members togethei •ith (2) 1, 2" hulls, 2'-0' N,Vebs & 101., ci.ow rneml■ers with 16, 18" Three or Four member Bottom chord-connect members io9elher (2) 12" b,jITs 2'-U" ,Vebs & top chord-contiect members togetner •l. 1'2" bolts, 4' 12 18-7* 12 W6 x 8 0.22 Cleor Span 5* 10 2 5 x 4 Clear Span Overoll Span Design Lauding Roof 45 psf Ceiling 10 pf Totol 55 psf 33 increose for shout NE LI.ItAbbk n - '2 ) 0.28 Clear Span 18-59 16 W2.5 x 14 3.5 x 14 1-1/2" - 1/2" 1 — 2 x 4 Min. Heel Height Designed by: Drown by: Checked by: 1.5 DADE G -44P . 3 V. Bountstork r cr 0 .11 2 "or V. Baumstak . SP 8 J. Krevee • J • LommOM lams -2.555 T 1 1 1 11H -24 I 1 , I r 1 , .1 1 1' 1 � 24'- O" DESIGN FOR HIP 11 24'- 0" OVERALL SPACED 2' -0" o.c LUMBER A -No. 1 Southern Pine only B - No. 1 Southern Pine or Construction Douglas Fir C -No. 1 Southern Pine or 1500 f Industrial Douglas Fir Note: All web members to be 2 x 4 C All plates to be 20 ga. 600 -CL unless' otherwise shown. - 3,4 TRUSS J Flat l Symmetrical about C I8 -7 x #0 . 1/2" W 5 x 6 18-6x 12 • SETBACK 11'- 0" 3x 24' -0" Overall Camber bottom chord 3/8" 4 12 SANFORD TRUSS CONNECTOR PLATES, applbd te both boos of hum at ouch joint, Moll he akin Sanford Gip -Mahe a Sa.fad 4O .0 (rip -Moth., 18 or 20 gaup m pocifW. Melon dell be b.atod .y.mpMlml abaft Mat holm, mho. plate pbmom.M, ant Indicated by drabs a diniaralont. Position nulls, (NOT REQUIRED when photos ono nerd Into both facus of trots rd+lb II miming clamped In jig,) Mall ` I.5 br. annular eh% Mont 0.120' db... PAY hood; 0.013 Mambo, l.s• Wry 44(1.4 lead T -nail; or puMl.14 nail .IM, common hod. MINIMUM WMRER WADES ono epocIfiad. Umber of As a or gnaw stems mhos dry be adsrinnd. CAMIIER pclfid is tat normal d.ditian of .nip .d fabrication; It may M Ino.a.d or r.An:.d at Mew t a. btrhel '• option. oral Rocru f Top are: DM Mar hm boon ped mn.d.ru the top ad at Monads braced Md not ..odru T . 5 FORCE DIAGRAM Scale: 1" = 4000 DETAIL FOR 2 x 6. HEEL 7'- 2.5 18 -5 x 16 W 2.5 x 12 J. — 3 x 8 Cam. d 18 -5 x 16 W 2.5 x -12 8 2 x 4 Heel Butt FEID BRACING Is not M. rryp.Wliy of Me 4..qe., pinto oemobchar new Wort /M. ., lam mom ng I,, . on motioned to rank pn.Fidwol advice In cord to the womb. bracing, al:kh 1. . regrind to prevent Month% and •dminaing• dorlr% on.tbn, and p.rrr.rr• Inch, .hilt wry Is cxrhd In mosaic application. Doom dell bit rtactd Inn plod ad anoint* po.hl.n. IIMOUNO. Erma shall by hondbd .IIh cap drh% W.I.MIan, elpping and wcth., M pons dater -13:ttMG AND . FAIRICATION dell be acca.plId.d air, ogdpront wind will pod.rp w - f1Alr, OVU. -ALL SIANS ao bond on nominal 4' boring .I4No and my b haomod by a omit a S with nom trot Y baring. DESIGN STANDARDS conic.. .IM IM opplkabb provision of M. •PYin.l Dade Sp.- W !Pechora' and 'Uu4,i Meal Moss Cordwood Woad Demme (T.Ir Pion IotIM.)• 0' "22'- 8" Clear Span 12 650 • • HIP LAYOUT 5 R DADE COUNTY h N A Permit No Application ir hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build ng 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 th Building Div'sion 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 work. Owner's Name and Address_ ... !IF": _n"*. Street .Af f ct. Registered Architect and/or Engineer _ Employing Plumber's Name C .1' 15 Ky., Q — No. @ 4. - _ Street .fS ...... 15 Location and Legal Description Lot___ _____________ _ _ Block_ _ Street and Number where work is to be performed—No _ State work to be performed and purpose of building (By Floors). _ New Building ........ _ Remodeling__ _ _ Addition__ Size Septic Tank --------------- Feet of Drain Tile__ Nature of Water Supply' City—Well. _ __Dist. Feet of Tank or Drain Field from Well. ... _ Si- 3 of Soakage Pit ( Signed )..ktttl A, 941uAk":____ Plcmb-rig In ipecto. 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 Supplzment, I , om. plied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by hin 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 no ices as are required by tlie Act. The undersigned agrees to employ only such sub contractors, on work to be perfo. ed under this per nit, as are licensed by Miami Shores Village. Amo --$-. - -- t 00 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT ( Signed )_. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgn ents, personall appeared to me well known, and who, being by me first duly sworn upon oath deposes and says that of the above described construction, that he has carefully read the foregoing applicatio therein by him stated are true. vcrAlrf MIMIC STATE c» RONDA Al LAta 4.Y •rSIMMISSION EXPION in. 23 19133 rv41 Corainission4Expita4rkt r. fit Date) — Subdivision. No. of Stories . __ Capacity Gals. Master Plumber. "the d that he did ' e same, and that all 'acts • A ilinlninirr • _ Notary Public, itate • Of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made.necessary by improper notice for inspection, or faulty materials and/or workmanship. CLOSETS BATH TUBS SHOWERS LAVA. TORIES SINKS SLOP SINKS LAUNDRY Tues URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUIVT' N5 TOTAL F %TURES CONTR. LIST CHECK - SEPTIC TANK SEWER CONN. DRAIN FIELD SOAKAGE PIT GREASE TRAP SOLAR HEATER DEEP WELL SPRKLR. SYSTEM SWIM'G POOL come. LieT CHICK Permit No Application ir hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build ng 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 th Building Div'sion 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 work. Owner's Name and Address_ ... !IF": _n"*. Street .Af f ct. Registered Architect and/or Engineer _ Employing Plumber's Name C .1' 15 Ky., Q — No. @ 4. - _ Street .fS ...... 15 Location and Legal Description Lot___ _____________ _ _ Block_ _ Street and Number where work is to be performed—No _ State work to be performed and purpose of building (By Floors). _ New Building ........ _ Remodeling__ _ _ Addition__ Size Septic Tank --------------- Feet of Drain Tile__ Nature of Water Supply' City—Well. _ __Dist. Feet of Tank or Drain Field from Well. ... _ Si- 3 of Soakage Pit ( Signed )..ktttl A, 941uAk":____ Plcmb-rig In ipecto. 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 Supplzment, I , om. plied with the provisions thereof, and will require similar compliance from all contractors or sub-contractors employed by hin 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 no ices as are required by tlie Act. The undersigned agrees to employ only such sub contractors, on work to be perfo. ed under this per nit, as are licensed by Miami Shores Village. Amo --$-. - -- t 00 MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT ( Signed )_. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgn ents, personall appeared to me well known, and who, being by me first duly sworn upon oath deposes and says that of the above described construction, that he has carefully read the foregoing applicatio therein by him stated are true. vcrAlrf MIMIC STATE c» RONDA Al LAta 4.Y •rSIMMISSION EXPION in. 23 19133 rv41 Corainission4Expita4rkt r. fit Date) — Subdivision. No. of Stories . __ Capacity Gals. Master Plumber. "the d that he did ' e same, and that all 'acts • A ilinlninirr • _ Notary Public, itate • Of Florida NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made.necessary by improper notice for inspection, or faulty materials and/or workmanship. Installer l&yfsfi Ao rG G/- -- Proper tank legend: Yes 4 / / �/N�6° - Tanks watertight: Yes /� Tank size Proper tank outlet device: Yes V No STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Applicant bifer Pe mit Number I�` 30 4 7 PART /l/F 7 A �r A! S L v� gii5q f P II - SYSTE I ST LLATION N SPECTI AND FI AL INSTAL O APPROVAL Inspected by: HRS —H Form 4016, Feb 85 (Obsoletes previous editions which may not be used) (Stock Number. 5744.002.4016-0) Tank material Tank Manufacturer Manhole or marker to grade: Yes N/t Tank level: Yes // gallons '— gallons gallons /v/ Drainfield Trench Absorption Bed Length Width Length Width Length ' feet x feet = ��7 " 30o` feet feet A� feet feet Length feetx feet= ft feet feet /1� feet Proper No. drainlines: Yes No S feet feet feet feet Proper pipe separation: Yes!/ No i Total = ft2 / Total = ft Distribution box level: Yes - -�lN� Systems located as permitted: Yes v No Systems including plumbing stub -outs installed at proper elevation: Yes /h - Average depth to drainpipe invert from finished grade: f`. inches Maximum depth: 25A Inches Average depth of drainfield gravel: 1 inches Minimum depth of gravel / 2—inches Proper gravel size: Yes 1 -`" No Gravel is suitable quality: Yes L No Backfill or fill material as required: (Quality) Yes f ' No (Quantity) Yes r No Other findings 0"/L Date A — et P T III - FIN L N T ON APPROVAL Date Z -VI approved by: � s,C . ' /e COUNTY PUBLIC HEALTH UNIT AN APPROVED INSTALLATION DOES NOT GUARANTEE PERFORMANCE Note: Completed copies of this form will be provided to the applicant, installer and the building department. Page 2 of 2 Permit No Amount of Permit $ ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT p ©� Date 9 / 9 /8..:i Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of of structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ii 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 Divisic of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept a building during progreu of work. Owner's Name and Address ' 7C -1 ' 7C -1 MI 2 S No 9.0 v A / ' Street r/✓ �� Registered Architect and /or Engineer / Employing Electrician's Name .... 3 d ��F� rt.4 . k"'' /.._'2?.. • Street 73 '✓"t A' Cr Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed —No 9 de " 6 - Street .... F./'`.. .�f...5 State work to be performed and purpose of building (By Floors) New Building Remodeling Addition ii Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation — Conduit • Tubing B.X.L .Metal Moulding MIAMI SHORES VILLAGE (Signed) Repairs Wptoc No. of Stories Electrical Inspector. 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 subcontractors 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. Muter Electrician. STATE OF FLORIDA, l COUNTY OF DADE. I `°' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made neceuary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT 0 PLUG RECE•P•T•S FIXTURES NO. LAMPS REPRICE OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HATER STRIP HEATER TOTAL CONTR. LIST • . CHECK • ENT. SW. DIST. CAS. SERVICE TEN P. SERVICE PERM. MOTORS 0.1 HP MOTORS 1•5 HP NEON TRANS. RADIO TOTAL CONTR. LIST CHECK Permit No Amount of Permit $ ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT p ©� Date 9 / 9 /8..:i Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building of of structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiu:ii 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 Divisic of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept a building during progreu of work. Owner's Name and Address ' 7C -1 ' 7C -1 MI 2 S No 9.0 v A / ' Street r/✓ �� Registered Architect and /or Engineer / Employing Electrician's Name .... 3 d ��F� rt.4 . k"'' /.._'2?.. • Street 73 '✓"t A' Cr Location and Legal Description Lot Block Subdivision Street and Number where work is to be performed —No 9 de " 6 - Street .... F./'`.. .�f...5 State work to be performed and purpose of building (By Floors) New Building Remodeling Addition ii Service Overhead Site Feeders Conduit Main Sw Amps Main Fuses Amps Underground Type of Installation — Conduit • Tubing B.X.L .Metal Moulding MIAMI SHORES VILLAGE (Signed) Repairs Wptoc No. of Stories Electrical Inspector. 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 subcontractors 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. Muter Electrician. STATE OF FLORIDA, l COUNTY OF DADE. I `°' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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, and he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is made neceuary by improper notice for inspection, or faulty materials and /or workmanship. 1I C LOarrs BATH TUGS SNOWIER• LAVA• T ORIES SIN " SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR DRINKING DRAIN FOUNT•NS TOT..L rI ET, RES CONTR. f LIT - __ _ _ _ CHECK SEPTIC TANK SEWER CONK. DRAIN FIELD SOAKAGE PIT 6 TRAP SO LAR H DEEP WELL SPRKLR. SYSTEM SWIM'S POOL 1 / • __I COMTR. LIST —• ___• .-- l r_ CHECK Penn. Nu... .�. ! 5- 2-- :,ppllr.,tl,n, is hereby made for the approval of the detailed statement of the plans and specifications herewith subr i:• , 1 for the building or other t ructure herein described. This application is made in compliance and conformity with the Building Ordinance of Mi. ! Shores Village, Florida, ✓ ,id all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulatic-• of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and spec fications must be kept at iuilding during progress of work. p '.)svner's Name and Address P. �� � ,...._..._. No _Fa a street... C. / . g i s t e d Architect and/or Eno,nees ',. • . .......... .. NO/-2—AU "ann .,- Street a1.! ✓, bt C Location and Legal Description Lot_ Block Subdivision.._..._.. Street and Number where work is to be performed—No. ..._ 9'0 d ____ . Street 21 ( 9 7.17'` State work to be performed and purpose of bolding (By Floors) New Building Remodeling___ ..... Addition Repairs Size Septic Tank__.._ ...... of Tank— - Capacity ^ .als•. Feet of Drain Tile_._.___ _ _._.___Dist. Feet of Tank or Drain Field from Well Nature of Water Supply: City — Wes•-- - - - - -- - -- -- -- -- — Size of Soakage Pit Amount of Permit $ (. O D Plumbing Inspector The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an a n, lover of Iahoi under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida Permanent l ups Iement, and ha. •tn I lied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed 1 y him in t u ,R• rk o b.. performed under this permit; and will post or cause to be posted' for inspection on the site of the work such pub]: notice r no icer a a: required by the Act. The undersigned agrees to employ only such sub - contractors, on work to be performed ',a this .> :1I )i� iu . licensed by Miami Shores Village. STATE OF FLORIDA, I Ps- COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, perair.*t ; . ppearet. 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 tint all acts therein by him stated are true. My Commission Expires MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT (Signed) _ NOTE: A re- inspection fee of $1.00 will be made when such re-inspection is mede•neoessary by improper notice for inspection, sr mull) materials and /or workmanship. Date ... _ _...... _ .... _ No of Stories 1)91SIWOL Notary Publio State of Florida Mast A Plumber. Mr & Mrs Steven M.Willis 900 N.E. 97th Street Miami Shores, Fla. 33138 Work done by Steven M.Willis 1 Rough Carpentry 2 Finish Carpentry 3 Masonry 4 Concrete Work 5 Dryrwall ,Tape , & FlOat 6 Air Conditioning 7 Fill & Grading 8 Grass Planting 9 Painting & Water Proofing Owner May 8,1974 Mr Bradford Miami Shores Village Buildizig Department Miami Bhores,Fla. Re Subcontractor list and work done by owner License No. Permit No. 1 Plumbing - Hanlon Plumbing 40228 - 16109 2 Mitchell Electric 41010 - 16268 &E6943 3 Mayo Roofing (John Mayo Contrs) CG 180 16208 4 Curtis Kaplan,Inc.(Insl. Floor Coiaering & Luiminous Ceilings 18401 5 Tile Work -Manze Tile Co.Inc. 40804 6 Stucco - American Plaserting,Inc. 40833 -6 71)Coastal Erection - Windows & 49557 Glass Work 8 Lawn Sprinklers - Deyoung Sprinkler 39699 -4