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BUILDING PERMITSN° 1'765 Owner, Agent or Tenant of Building " -vt Lot '1 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Street Address -L> ` Approved use by occupancy Remarks i a� V This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. Miami Shores Village, Florida, `? /1 b Block Subdivisioi \`‘ 'BUILDING DIVISION . OWNER'S NAME � N c Z, et. . Cc.. ' o r. PRESENT ADDRESS �3.n N L .. 9/ a-- Jr. LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) S3 o N.c.= . 9 12. ST . LOT / BLOCK / SUBDIVISION a. e , k Ata....e� /fick..t.e r GENERAL CONTRACTOR �t 4/t. tom — es / /! !t. ADDRESS / %O as.,I Nr £ % CL/P T PHONE NO. LICENSE NO. • ? BUILDING PERMIT NO. / 3 a / [� DATE mil_ /7 �) / PERMIT FEE $ `� o BUILDER'S BOND NO. Z7 b DATE 47'"71 / ZONE ,+ REQUIREMENTS '-/ Q �v CU. FT. PLAN CUBE Z3 7 CU. FT. EST. COST $ - L JJ �f ( 1! DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C.> • 2' ,, O ca O , _ t'- DATE I u -1 Z" 7 1 NEW CONSTRUCTION TYPE G i3S STORIES ofa ROOF CONSTRUCTION T' e. INTERIOR CONSTRUCTION I 3 811 . 24 A-714 223r--- REPAIRS G . 1/1 DESCRIPTION e•i. a tie e rt ,' s C Ca./ /t it p/. s �;/� + at dI c..0 S C......C Ce DES IPTION ALTERATION I \ I \ w ADDITION �'" + 6a S �•r..J► te 1..V SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFI7 TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. ISSUED BY I TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS DATE BY INSPECTIONS DATE BY FOUNDATION SEWER ROOF - 1'34, a POOL (� -25- c , , V.v BEAMS & LINTELS I I FRAMING I GAS AIR COND. $ f.9e /r .r . la*. , FEI , NAL a3 1 oo� CLEAN UP INSPECTIONS DATE SLAB 1 1 5.e'i. P�rc kn1 4 Ga.4 NI+•. tgo t IAA„ got ei &leak_ I -a ; =t1 SLAB lean 311 TEMPORARY SERVICE $ SEPTIC TANK I $ SEWER I $ SOLAR HEATER $ GAS I $ f.9e /r .r . la*. ,.i a3 1 oo� $ or '- INSPECTIONS DATE BY' RE - INSPECT BY RE- INSPECT BY ROUGHING $ FIXTURES TUB & TOP OUT $ SEWER as! 5 SEPTIC TANK , �' - ( r , -' I c Ora 92Q51 c - l. N 114 or. SOLAR HEATER FIXTURES GAS CONTRACTOR 1,, k V.,, - E \ v , , Q. • "X • PHONE PERMIT NO. 17:Y C)* 1 DATE RE- INSPECT BY FEE S 3\. 8 ' s NEW BLDG. \V 1 ALTFRATION I ADDITION REPAIRS SPECIAL PERMITS I PERMIT NO. ROUGHING DATE FEE TEMPORARY SERVICE - -I J 1 •L" a'G (- - 3 - 1 1 $ 3 '' H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES FIXTURES & FINAL $ S INSPECTIONS DATE BY RE- INSPECT' BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL CONTRACTOR BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS PERMIT NO. \4-hr-0-1- 1 DATE ° 1 -13 - 11 NEW BLDG. ; / 1 ALTERATION I ADDITION SPECIALS PERMITS PERMIT NO. APPROVAL TO POWER CO. FOR SERVICE DATE DATE ELECTRICAL PERMITS & INSPECTIONS PHONE FEES ;; - REPAIRS FEE BY eF9• ITEMS SUB CONTRACTORS & SUPPLIERS NAME & ADDRESS 1. Architectural Fee .laps 2. As.halt walks . drives . etc. IMILIMENJOnik -e/i .a ,.: , -4-4,4a 3. Cabinets - Bath Vanit 4. Cabinets - Kit -hen 5. Cabinets - Medicine 6 Cabinets - Unit Closet 7. Cleanin . 1,,a . -- L.', ,I 8. Clearing Site �, ;� i � . 9. Concrete Foundation ,Slabs ; Beams 10. Concrete Walks ,drives ; etc. 11. Contractors Fee �,' 12. Electric Fixtures I )}WIM.. 13. Electric Wiring - 11." �.� -=�- "i _ 14. Ectuipment Rental 15. Excavation 16. Fill for 51z _ 17. Floors = Finish wood & kitchen ` , ' t , . l.r��,� 18. Floors - Terrazzo 19. Gara:e Doors A a( " • L 20. Glass Slidin: Doors : r te• f ■ ., .�' ,.'sue 21. Hardware - Finish 22. Hardware Rouh 23. Heatin •,.1.--...44:. -0M 24. Insurance - Liabilit .com.. ®bond 25. Labor Pa oll 26. Labor Contract 27. Labor - Contract airy,,�, 1� Alt - -- -. c 28. Landsca • ing < Fill . Gradin: 29. Lath, Plaster, Stucco ) - . 7. 's 30. Lumber A11 , IIIEMMIAIIIIIII 31.' Masonr Labor >-ea / Al 111111111. 32. Masonr Materials , Biockr.t . (b„. , • . - 33. Millwork 34. Miscellaneous 35. Ornamental Iron Work 36. Oven & Plate - Built min - 37. Overhead / .r 38. Paintin;a n W 39 Permits Tem.orar Power 40. PiMin: Foundation 41. Plumbin; Com.lete �;'� , J i � - - ., u � , J �uiL 42. Pool - Swimmin: 43. Roofin & Sheet Metal Work (If a ,, *:�_ 44. Roof Trusses - Pre -fab. `7 i' C 45. Screen Enclosures 46. Se.tic Tank or Se'era -e �� < �'� ✓. cam, 47,-... i 47. Shower or Tub Enclosures • 1' 4 ,1 � ,.f , 48. Steel ® Reinforcrl. G r J L, 1 _. :, ,, , t , .' - 4a -' .. .6 -ta, 49 . . -- .- - �<. 50. Surveys Ilairlir&VIITNI - .,•% .... 'C R 51m Tile & Marble 52. - Public _Water 53. slater - Well & Pum. 1 a r - r .' ' - 54. Windows = Glazin & Screens 55. Window Frames - Concrete `�' �• MMIAMI SHORES VILLAGE APPLICATION FOR FINAL INSPECTION Prior to a final inspect n this application must be filled out; if sub contractors have failed to take out permits the general contractor shall be responsible for the permit and fee. A final inspection must be made prior to the release to Florida Power and Light Co, and the issueance of a certificate of occupancy. OWNER 4,4.4 � JOB ADDRESS 3 �= 77 LOT SUB. BUILDER A � DAY LABOR CONTRACT DATE . 0 1971' BLOCK TOTAL I OWN NAME PRESENT ( ADDRESS LICENSE NO. PHONE NO. JOB LOCATION (ST. OR AVE.) 5O NE il U2± LOT BLOCK SUBDIVISION GENERAL CONTRACTOR LA n e.!ri I cfkt ADDRESS 577c Coo /iln Ow n t.t PHONE NO, LICENSE NO. BUILDING PERMIT NO. 1 2 .31 DATE 5-----7- 7 I PERMIT FEE $ BUILDER'S BOND NO. DATE ZONE REQUIREMENTS CU. FT. PLAN CUBE CU. FT. EST. COST $ DRAWINGS. SPECIFICATIONS, RESTRICTIONS AND CUBE CHECKED BY: DATE NEW CONSTRUCTION (' TYPE STORIES I ROOF CONSTRUCTION INTERIOR CONSTRUCTION REPAIRS DESCRIPTION ALTERATION DESCRIPTION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD SUBMITTFI] TO VILLAGE COUNCIL REMARKS CERTIFICATE OF OCCUPANCY NO. I ISSUED BY TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE INSPECTIONS I DATE BY INSPECTIONS DATE BY FOUNDATION I I ROOF NEW BLDG. 1 ALTERATION 1 ADDITION $ BEAMS & LINTELS I I POOL 5- '30 —`71 $ 10 9. FRAMING I ( AIR COND. $ FINAL CLEAN UP H. W. HEATER CONN. $ SLAB Inr4 DATE _ ..__,�_....� RE- INSPECT 4 .........1 SLAB I s 30 °), INSPECT TEMPORARY SERVICE PHONE BY $ SEPTIC T K //�� N ����,�,,�, ' ����� I C"' NEW BLDG. 1 ALTERATION 1 ADDITION $ SEWER (l'UI�/Gl.l1O») II'' 13 (9i-f 5- '30 —`71 $ 10 9. SOLAR HEATER TEMPORARY SERVICE $ GAS H. W. HEATER CONN. $ 61 511011 3I -Atha Inr4 DATE 3ac24 BY RE- INSPECT 5—__ a — BY RE- s 30 °), INSPECT BY 1 INSPECTIONS ROUGHING $ FIXTURES $ TUB & TOP OUT 4111 3 - (In PIC WI AA' inch( t I R R I,-1 - ¢ 9' °9' SEWER SEPTIC TANK SOLAR HEATER FIXTURES GAS CONTRACTOR ll i .. J n),- C /1 1.,1 4 I. PHONE BY PERMIT NO. ) ' S.3 1 DATE 1c —V/ 1 4 FEE $ I C"' NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE H. W. HEATER CONN $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ 4111 3 - (In PIC WI AA' inch( t I R R I,-1 - ¢ 9' °9' INSPECTIONS I DATE BY RE- INSPECT BY RE- INSPECT) BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL /� PLUMBING PERMITS & INSPECTIONS CONTRACTOR Phi 1 PQIYY1 PIum PERMIT NO. 13@6 I DATE � 5 �] —� 1 NEW BLDG. ✓ 1 ALTERATION 1 ADDITION • BUILDING INSPECTIONS SPECIALS PERMITS PERMIT NO. 1 DATE ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE PHONE FEE $ �U REPAIRS BY FEE • 4 The VIKING Truns Fabricator moot furnish a copy of this design to both the builder and truss erector. CE3IGt S ?A1::LPCS: This drawing hes been prepared to meet applicable provisions of the "National Design e ;reif'catioo ?or Stress -Grade Lumber and Its Faeteniaga" by National Lumber Manufacturers Association; and "Iesigr Specifications for Light Metal Plate Connected Wood ^.rue les by Trues Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both face, of each true. at each 'dint. °oLR of the same slenien with equal or greater ,trees values may be eubatituted. F ABR:CAT7 — 'y umber must be accuzately cut and fitted together eo that all members at each joint are n en,g contoc a ong the ,Joints. Plate centerlines &hall coincide with joint centerlines or nhall be located by circles unless o therwl ae - Zt! oaiooed. OVERALL SPANS are based on nominal 4" bearing vldtho and may be Increased by as much ae 4" at each wider bearing when using noolnal 8" bearing widths, ritt ng a maximum overall span increeee of P ". LATERAL BBACINC: This truss bee been designed assuming the top chord to laterally braced at intervals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., bears no renponsibillty for the erection of trusses in accordance with this design. Persons using ouch trusses are cautioned to seek professional advice in regard to safety precautlono during erection, proper handling, temporary bracing and permanent bracing which may be required in specific appllcationa.NOTE: 1962 N.D.S. edition. NOTE: All web members shall be 2X3 or 2X4 ##1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. 1,2 • Sel. Str. Fir l L U M B E R Max. Uverail Spans #1 Den:e So. Fine #1 K.D. So. Pine Sel. Str. Hemlock #1 Southern Pine 1500f Ind. Doug. Fir _a b R 825# m FORCE DIAGRAM 2x4 Top Chord 15'_8" 15 2x4 Btm.Chord 15' -8" 15' -8" 1500f Ind. Hemlock 15' -2" 15' -8" NOTE: Hemlock to be W. C. Hemlock. 1. 685#C L U M B E R Max. Overall Spans #2 K.D So. Pine #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind Hemlock b 415# a (� 1640#T IR 15'-0" Clear span 820# m BUTT JOINT 5_5. Camber 1/2" at center Vila= COMMECTORS 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 333 0 6 Equal areas 2x4 Top Chord 2x4 Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 55 psf 33 -1/3% unit stress increase 0 r le - N 1 0 c z Cn 0 'V XI n H 0 A A Cn Cn N CO 0 O hi 0 0 • n q 43 0 ni, r' dry s i Phone AC -305 z 566 -5471 1- 5/16 "_ Symmetrical about centerline. \ is BUTT JOINT c 1 -7/8" for 5 -6.3 2 -1/4" for 5T -21 !tilt 3- to 34' -8" T -10 to 32' -8" SPACES 3 -14.4 to 34' -8" 3 -12.6 to 34'-4" 3 -10.8 to 29'-4" The VIKING Truss Fabricator must furnish a copy of this design to both the builder and truss erector. DESIGN STANDARDS: This drawing hes been prepared to meet applicable previsions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Asaociatlon; and "Design Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each Joint. LIMBER of the same species with equal or greater stress values may be substituted. PABRICATITN- Lumber must be accurately cut and fitted together so that all members at each Joint are Ton in snug contact g the Joints. Plate centerlines shall coincide with Joint centerlines or shall be located by circles unless otherwise m�ensloned. OVERALL SPANS are based on nominal 4" bearing widths ear n and may be increased by as much as 4" at each wider g E n using nominal 8" bearing widths, permitting a maximum overall span increase of A ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3 -0" o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trusses in accordance with this design. Persons using ouch trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: Web members shall be 2X3 or 2X4 #1 Southern Pine, 1500f Industrial Fir, or 1500£ Industrial Hemlock. 5 - 6.3 to 34' -8" 5T -21 to 30' -8" 5 -9. to 34' -8" 5 -8.1 to 28' -8" CO CAMBER BOTTOM CHORD 1/2" AT CENTER. Iv 3-4.5 NECTO ALTERNATE JOINT BST JO INT 5 5 to 34' - 5.4 to 28' -8" S L U M B E R Eax. Overall Spans #1 Dense So. Pine #1 K.D. So. Pine Sel Str. Fir Sel. Str. Hemlock #1 Southern Pine 1500f Ind Doug. Fir 1500f Ind Hemlock 12 3 2x4 Top Chord 3 -8 " 32 29 e Symmetrical about centerline. It • - 8.. 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330 2x4 Btm.Chord j41 - 8" 34' - 8" 34' - 8" NOTE: Hemlock to be W.C. Hemlock. 1300#0 59 d 1 590# c 3 900 # 510 4950#T 1300 #T L U M B E R Max. Overall Spans #2 K.D. So. Pine #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock f - 1200 #C 34' -0" Clear span 5 640# b 62 90 6100#T 350#T f 1,2 6 FORCE DIAGRAM 2x4 Top Chord 2x4 Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 55 psf 32 5# 33 - 1/3% unit a stress increase a• c R =1870# Equal areas H 0 lAity R Phone AC -3 566 -5471 r # D- M C A - 3 - 3 -y - 5 5. DalC Nov l 8 )9(o s CSI - Pane / 6 -I z q xi. l so, Rne NA= W(f)(1?)/ 10 = (9 1 0 AXIGI Force = P. 6270°C P M (A)( Fc) 6 ic.) (Z)( rb)(/nc.) 270 ' + 3080 1n -ths (5.89) (/ 3 So) (1. 3 3) ( / 6 (1, 3 3) = 0.593 O, . 4"O = 0.9 3 Dc0 /d -j, 03 Plate 2.57'1 3.22 9.00 04 Plats Plats 4.50" 07 Plate 7.07 09 Plata 3 -4.5 11.6 4 -3.6 11.6 5-4.5 L0 .2 31.8 9 -7.2 64.8 3 -5.4 13.9 5-5.4 4 -4.5 14.5 124.3 MULTISPIKE SIZES 7-4.5 7 -5.6 7 -6.3 7 -9.9 38.2 . 9 -9.9 3-6.3 16.2 5-6.3 89.1 3 -7.2 18.5 4 -5.4 17.4 44.5 5-7.2 32.4 9 -12.6 70.0 113.4 3 -8.1 3 -9.0 23.1 4 -6.3 4 -8.1 26.1 5-8.1 5-9.0 40.5 7 -15.3 20.8 20.3 36.4 9 -16.2 108.1 145.8 3 -9.9 25.4 5 -9.9 4 -9.9 44.5 1.29" VIKING CONNECTORS, INC. 31.9 3 -10.8 27.8 5-12.6 56.7 31.9 1.29" I J / 7.07" 1.8 "---o- 7T-32 (horiz. steps ere 0.9" end vertical steps ere 1.93" except where shown). .643" 4 5T -21 (horiz. steps ere 19 vortical steps ere 1.286" except where shown). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 3 -14.4 37.0' 4 -14.4 46.4 5-18.0 81.0 2.7 " I 0 9" 2.57" I L I-9. - -- 1 I 1.285" I 4.5" 111 3T = 10 111 3.6 11.1.5 �� 0.9' 1.285" 11.285" 5.4" I 3T -12 64 "� } 1.B" 1 1.8" Z -5 Pree :4.61n 1 64^ DESIGN FOR 11' -0" SETBACK 2.5/12 HIP OF 32' -8" SPAN, SPACED 2' -0" 0.C. DESIGN LOADING Live and dead load on roof - 45 psf Dead load on ceiling - 10 psf Total 55 psf 33 -1/3% allowable unit stress increase. CAMBER BOTTOM CHORD 1/2" AT CENTER a Symmet about centerline Alternate splice 3 -6.3 7 -9.9 1X4 Con Block b 32'-8" 5 -6.3 3 later .1 V1KING CONNECTORS The VIKING Truss Fabricator must furnish a copy of t'+1s design to both the builder end truss erector. DESIGN 521000RD5: This drawing has been prepared to meet applicable provisions of the 1962 adltlan of the "Netlonel Design Specification for Stress -Grade Lumber end Its Fastening." by National Lumber Manufacturers Association; and "Design Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates ere 20 gauge galvenlzed steel and applied to both feces of each truss et each joint. LUMBER of the same species with equal or greater stress values may be substituted. FABRICATION: Lumber must be accurately cut and fitted together so that ell members et each joint ere in snug contact along the Joints. Plate centerlines shall coincide with joint centerlines or shell be located by circles "0" unless otherwise dimensioned. When unit consists of mare than one truss, febrlcete each trues sep- arately. Nell 2 truss units together with 12d nails et 12" o.c., 3 truss units together 16d nails et 16" o.c., bolt 4 or more units to- gether with 1/2" die. bolts et 3' -0" a.c. in addition to 20d nails et 16" o.c. unless otherwise specified. OVERALL SPANS ere based on nominal 4• bearing widths end may be increased by es much as 4" at each wider bearing when using nominal 8" bearing width., permitting a maximum overall span increase of 8'. LATERAL BRACING: This truss hes been designed assuming the top chord 1s laterally braced et inter- vals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., beers no responsibility for the erection of trusses in accordance with thle deelgn. Persona using such trusses ere cautioned to seek professional advice In regard to safety precautions during erection, proper handling, temporary bracing and permanent brectng which may be required in specific applications. Minimum Top Chord - Minimum Webs - 2X4 #1 Southern Pine. Bottom Chord - 2 bracing. c 12 2.5 7 -9.9 if spliced 3 -9.0 if not spliced (dotted) FORCE DIAGRAM 1" = 2,000# C5I d -1 2X4 ° /.5;. Pthe 703 o * t- 90 (¢, $50 2 x /2 - 5 . 9 9 X /,33x/350 + 3.56 x /. 33x /ox /6' ,6 + .334= .991/ 3 -4.5 1 11 -0" 1435 N. E. 13th. Ave. Ft. Lauderdale, Fla., 33304 f d vlE NJ o Ul N 9 R= 170# e C n 1-• 0 77 U 7 h M In n ? o rr n n rf M o y (A H 7 Q • ✓ v E m • m qlt m Ph AC -305 566 -5471 The VIKING Truss Fabricator must furnish a copy of this design to both the builder and trues erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Asoociotion; and "Design Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each joint. MISER of the same species with equal or greater stress values may be substituted. FABRICATr81l- Lumber must be accurately cut and fitted together eo that all members at each joint are n a teci -along the points. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise — dTnaioned. OVERALL SPANS are based on nominal 4" bearing widths and may be increased by as much as 4" at each wider bearing when using nominal 8" bearing widths, permitting a maximum overall span increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., boars no responsibility for the erection of trusses in accordance with this design. Persons using ouch trusses are cautioned to [leek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. LUMBER A- #1 Southern Pine. B- #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. NOTE: Web members shall be 2X4B. J 3-4.5 BUTT JOINT 7 -15.3 56 —1/8" Symmetrical about centerline. CAMBER TOP & BOTTOM CHORDS 1/2"' AT CENTER No. 9151 r 5T� OF +Amain* On request, any public building authority will be sent a copy of this design bearing an impression seal. VIKING C NNECTO 3 -5. & 7 -6.3 S L U M B E R Max. Overall Spans #1 Dense So. Pine #1 H.D. So. Pine Sel. Str. Fir #1 Southern Pine Construction Fir Const Hemlock NOTE: Hemlock to be Y.C. Hemlock. Equal spaces 3 - 7 Sel. Str. Hemlock Symmetrical about centerline. 2x6 2x4 LUMBER 2x6 2x4 Top Chord Btm.Chord Max. Overall Spans To. Chord Btm.Chor 32' - 32' -8" Standard Fir 32' - 8" 32'-4" e 790# / d 9o#C 610# 250#T c 7820#O 4 85# b 5 4 •• 6 � 3 2.30cft 1 6000#T L 1850#7 32' -0" 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 2X4 #1 Southern Pine ONLY •7j 3-4.5 FORCE DIAGRAM 9' -0" Setback 1500f Ind. Doug. Fir 1500f Ind. Hemlock #2 H.D. So. Pine #2 Southern Pine Standard Hemlock 1200f Ind. Doug. Fir 1200f Ind. Hemlock 7150#T \---1150#C Clear span 12 2.5 3 -14.4 16 Equal areas .4 32' -8" 32' -8" DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 33 psf 270# 33 - 1/3% unit stress increase a Phone AC -305 566 -5471 83 Plots 2.57" I 3.22" 1 Piste 4.50• 7.07• 9.(10• 1-ile # D - NI 9 -Z5 - 3e - SS DQfe.. Dec. 30,1965 M = w (.z)Ci2) / 9 = 690)(3, g) /. 9 = 1 ►n- i bs. P- Axtal +orce = 73oo C csl= (A) ( (rig: .) 84 Plete 4 -3.6 89 Plots 0.690 4 0. 228 3_4.5 11.6 11.6 5-4.5 07 Plete 7-4.5 0.9/8 20.2 31.8 9 -7.2 64.8 3-5.4 13.9 KOLTISPIKE SIZES 4 -4.5 24.3 38.2 73 On 0 C (5:89)0 0,33) it 3-6.3 16.2 L. 89.1 4 -5.4 3 -7.2 18.5 17.4 5-5.4 5-6.3 5-7.2 32.4 7 -5.4 7 -6.3 7 -9.9 70.0 9 -9.9 9 -12.6 44.5 113.4 3-8.1 3 -9.0 23.1 4 -6.3 4 -8.1 26.1 5-8.1 5-9.0 40.5 7 -15.3 20.8 20.3 36.4 9 -16.2 f (Z) (r6) 108.1 145.8 (3.5G) (1600f (t."3 - 1) 3 -9.9 25.4 5-9.9 4 -9.9 44.5 M P730 t -16s VIKING CONNECTORS, INC. 3 -10.8 31.9 7.2" 27.8 5-12.6 56.7 1.29• 1 •� 7T -32 (horiz. steps ere 0�. rend vertical steps ere 1.93" except Where shown). 1.29" I 7.07" 1 7.2" .647" 4 5" 5T -21 (hor1z. steps are g - end verticel etepe ere 1.286• except Mere shown). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 1 4.5" I 37 -10 3 -14.4 37.0 4 -14.4 46.4 5-18.0 81.0 2.7" 1 I r- 0.9" 3.6" I I 0.9" F1.6 1 1 11.285" 1.285" Y• 5.4" vj 37-12 64" y 1.8" 5.4• 1 1.8" Z -5 Arse :1761n' The VIKING Trues Fabricator must furnish a copy of this design to both the builder and truss erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the 'National Design bprcifieation for Stress -Grade Lumber and Its Fastenings' by National lumber Manufacturers Association; and "Deeigr Specifications for Licht Metal Plate Connected Wood Trusses' by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each truss at each joint. LUN of the ..,me si:eciee with equal or greater .trees values may be eubetituted. G ABHICATiUN: Lumber must be accurately cut and fitted together so that all members at each joint are n s�tacEionng the joints. Plate centerlines shall coincide with joint centerlines or .hall be located by circles unless otherwise mI ensioned. OVERALL SPANS are based on nominal '4. bearing widths and may be increased by as much s. a" at each wider bearing when using nominal 8" bearing width., permitting a maximum overall .pan increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3 o_c. VIKING CCNNECTORR, INC., bears no responsibility for the erection of trusses in accordance with this design. Parsons using such trusses are cautioned to seek professional advice in regard to safety precautions during' erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. 1962 N.D.S. edition. Hemlock to be W.C. Hemlock. Web Members shall be 21441 Southern Pine, 1500 "f" Industrial Fir, or 1500 "f" Industrial W. Hemlock. NOTE: Unit shall consist of two (2) trusses. Each tress shall have VIKING CONNECTOR Plates on each face of each joint shown. Trusses shall be fastened together with 12d nails at 12" o.e. • I � 3 -5.4 ALTERNATE J02NT • NUTT JOIST 7 - 9.9 BUTT JOINT 9-16.2 Symmetrical about centerline 1/8" 1/8" CAMBER TOP AND BOTTOM CHORD 1/2" AT CENTERLINE. LUMBER Max. Overall Spans #1 Dense So. Pine #1 K.D. So. Pine Sel. Str. Fir Set. Str. Hemlock #1 Southern Pine Construction Fir Conet. Hemlock 12 a 4s. 1230#C b Symmetrical 1� 21, L 2o0o about l 2o000 centerline 216 Top Chord 3 4' - g" 34' -8" 33' -8" 1 f 34'-O" VIKING CONNECTORS Fort Lauderdale, Florida, 333 2 %6 Btm.Chord 34' -8" 34' — 8 Clear span L U M B E R Max. Overall Spans 15001 Ind. Doug. Fir 1500f Ind. Hemlock #2 K.D. So. Pine #2 Southern Pine Standard Fir Standard Hemlock 1200f Ind. Doug. Fir 12001 Ind. Hemlock 6300#C 1230# c 14100 18000 d. 1600 5 15, 12 7' Set back A CC + M H r e 1I '°- v B M Top Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 35 psf Btm.Chord w c 0 A01 C1 .t y � r 5+ D 5 00R 795# 33 -1/3% unit stress increase R -4050# a f b c d e H 566 -5471 Ia Id n gt CO CO Phone AC -305 . 00100 0488M 9011*.■ .998'T 2 tm. 028 •20 14100,T0272200 pulk,ja 828 sans .11.1o4).1117r - --1- • ;6 '; .9'1 --..._.L. .6'1. t Irnr 11 L I .692't •60 1 Inrm' t-- r--3-c-1 .692 • 1 L 21 T a •6 0 - .4 -9 4" -- .L 2 Vt.; 9'91-9 O'LC 191-C 11•19 rtt -6 rot 9t-c 9'21 •(uNioNs 02808 000200 Ain • 28 80888 t0810200 088,6 on odes. . T .62't L•ti ' .LO'L 1 .62'1 6'1C e''LZ 9'2T-6 VIC rot-c . '301 'S201330003 ONINIA V 6'6-9 6'6-C arm 1'90 6 I V6-6 T 0'6-C 2'91-6 rit COI ' 911111 VOL 4'2I -6 6'6-6 VIC! 3*L-6 I 'VIA reti 6'11 9'6".9 1'69 2'9T I . i•L-C C:91-C 6'6 -ft 2'9C VVT 6 finis 3NIdBI.LTh 9 n •6 -6 69-6 I VC I t'S-C Vt-L •iNTO LO ,.It VC '1 19 6 •4 60 .00'6 .LCI'L .06'9 *seta s etNIO CO s ro (")(00,1) (61'9) (t) cl - ro CDC.q; ( " II ) ) (Z) • cpc)61 1 61 7 I ad 3.1VC3 Ti319•o I C./. '0 (4.ce '1)(QS9K 6 9)(6) Oos'c.z, -I•41 OCCS = Zi SZ )1 g61 3r-4%d I N " .011 ••••••• d mg ISD *DO z "i VI I NA \ d I I ZI rn .14 z N cJ (I dIH) -p-S&-IHL.Q31I LUMBER SPAN #1 So. Pine 26' -8" 1500f Ind. Fir 25' -8" 1500f Ind.Hemlock 24'-4" The VIKING Trues Fabricator must furnish a copy of thin design to both the builder and trues erector. DESIGN STANDARDS: This drawing has been prepared to meet applicable provisions of the "National Design Specification for Stress -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Associatio ; and "Desigr Specifications for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truce at each joint. LITIBER of the same species with equal or greeter stress values may be substituted. FABRICATSON: Lumber must be accurately cut and fitted together no that all members at each joint are in snug contecE along the Joints. Plate centerlines shall coincide with joint centerlines or shall be located by circles unless otherwise - tensioned. OVERALL SPAN3 are based on nominal 4" bearing widths and may be increased by an much as 4" at each wider bear,n E n using nominal 8" bearing widths, permitting a maximum overall span increase of 8 ". LATERAL BRACING: This truss has been designed assuming the top chord is laterally braced at intervals not exceeding 3' -0" o.c. VIKING CONNECTORS, INC., bears no responsibility for the erection of trusses in accordance with this design. Persons using such trusses are cautioned to seek professional advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which may be required in specific applications. NOTE: 1962 N.D.S. edition. NOTE: Web members shall be 2X3 or 2X4 #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. NOTE: Do not combine Butt Joints A & B in the bottom chord. If necessary two Butt Joints B may be used. 3 -9.0 to 28' -8 3 -8.1 to 26'-8"i 5 - 8.1 2 - 1/4 "_ 1 5/16" _ 5T -21 BUTT JOINT A 1,2 12 3 - 4 3 Max.= Span /8 Min.= 1' - 9" FORCE DIAGRAM BUTT JOINT B 1/8 " for \ Block for #5 Plate #5 plate 5 -6.3 to 28' -8 " 4 -6.3 to 27'-4" 4_5,4 to 24' -8"I LUMBER :.ax. Overall Spans #1 Dense So. Pine #1 K.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock #1 Southern Pine 1500f Ind. Doug. Fir 1500f Ind. Hemlock Z - 5 NOTE: Hemlock to be W a b c m R = 3T - 10 1 -3/ 12 2x4 2x4 LUMBER Top Chord Btm.Chord Max. Overall Spans 28' -8" 28' -8" 26' -8" .C. Hemlock. 3 2X4 Wedge VIKING CONNECTORS 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 333 28' -8" 28' -8" 26' -8" b 28' -0" Clear Span 3 - 9.0 to 26' -8" 3 -8.1 to 24'-4" 3 -7.2 to 21' -8" 6" 2" 2) Z -5's (one on each side of truss) #2 K.D. So. Pine #2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock IN c Co c / ALTERNATE HEEL (without wedge) 3 -9.9 to 28' -8" 3 -9.0 to 27'-4" 3 - 8.1 to 24'-4" 3 -7.2 to 21' -8" Equal areas 2x4 Top Chord Equal areas 2x4 Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 55 psf 33 - 1/3% unit stress increase 566 -5471 C 0 o 1- d I H 7q 0 0' 0 0 0 st 0 01 H 0 Phone AC -305 0 M.= GSI = A x is I - force F/ Q- HOW -3 - 28- 55 Da. -le: June /, 19,5 Pans/b-1 ( / so. 2,e k1' // pu/ 1V c/Qe ) g 241 ,2x4- wSL17 = (90(6. 00) - P (A)(Fc)(inc.) 42 /O ctc (5 0.398 /, oo1 P = 42/0 tx M 43/0 ,r2-/65. (z) ( rb) (// 43/op, /6s (. 5 ‘) ( /5a(D) (/.33) H3 P1ete 3 -4.5 2.57" #4 Plata 4 -3.6 3.22' j Plate 4.50• 7.07" 9.00 87 Plate 89 Plate 11.6 5-4.5 20.2 7 -4.5 31.8 9-7.2 64.8 3 -5.4' 13.9 24.3 MULTISPIKE SIZES 4 -4.5 5-5.4 5-6.3 1 28.4 7 -5.4 7 -6.3 38.2 9-9.9 3-6.3 16.2 17.4 44.5 89.1 3 -7.2 3-8.1 3 -9.0 23.1 4 -5.4 4 -6.3 4 -8.1 26.1 5-7.2 5-8.1 5-9.0 40.5 7 -9.9 7 -15.3 18.5 32.4 9 -12.6 20.8 20.3 70.0 113.4 36.4 108.1 9 -16.2 145.8 1 3 -9.9 25.4 5 -9.9 44.5 4 -9.9 VIKING CONNECTORS, INC. 31.9 7.2" 3 -10.8 27.8 5-12.6 56.7 7.2" v l 31.9 1.29" 7.07" 1.29" I I 1.8 " - .� IJ 7T -32 (horiz. steps are 09" and vertical steps are 1.93" except where shown). .643" ‚.t5, . 643 " �t 5T -21 (horiz. steps ere 09" end vertical steps ere 1.286" except where shown). 4 -12.6 3 -12.6 32.4 40.5 5-14.4 64.8 3 -14.4 37.0 2.7" r{ I 2.571 I 9.2 -1_1 111 1_ 4.5" .� 3T =10 4 -14.4 46.4 5-18.0 81.0 - 09" 1.285" 3.6" 1 I 0.9" ri"1.6 Li 1.285" 1.285" 5.4" 4 11 37-12 64 " _� 5.4" } 1.8" 2Z26, Copyright 1965 Date June 1, 1965 Viking Connectors, Inc. Dwg.# 3T -10 / I 3 -8.1 for 2.5 & over 3 -9.0 for 2.0 / 3 -9.9 for 1.5 HIP _ #1 Hip #1 Top View TOP CHORD HIP JACK ATTACHMENTS HIP #1 (members as required) HIP JAC FUMING 7' -O" SET f CCU 2E4 b 2116 TOP CNO MS 2X6 Ledger 17 Attach End Jack to Hip #1 with (3) 16d nails at top & (2) 16d nails @ bottom 7' -0" END JACK Hip Jack 1' -0" Corner Jack 3 -6.3 for 1.5 x 3 -5.4 for 2.0 3 -4.5 for 2.5 & over HIP JACK Bevel edges & attach to -- Hip truss with 3 "X8" nailplate at top & (3) 16d nails in bottom chord (see detail below for top chord attachment) —2X6 Ledger 3 "X8" Nail plate End Jack (Top Chard attached with (3) 16d toe nails) 5' -0" Corner Jack 7' 0" End Jack @ 2' -0" o.c. 3' -0" Corner Jack 2X4 or 2X3 #1 material 3 -5.4 Hip Jack Side View (Endjeck 8 ledger not shown) • Toe nail to late with (3) 16d nails 3 -5.4 for 2. & over 3 -6.3 for 2.0 3 -7.2 for 1.5 2X6 Ledger beveled on top & attached to Hip truss with (4) 16d nails at each truss member in contact with ledger & 1/2" dia. bolts @ panel points. (by builder). Toe nail to plate with (3) 16d nails. If necessary, bend plate over top of Hip Jack. end line 3 "X8" nail plate at 45 bend. Attach with 12 nails (6 each side of bend) & 2 nails at bend. Hip #1 Bevel edges 8 toe nail to plate & to Hip Jack with (2) 16d nails Z -5 1' -0" 1' -0" Corner Jack _ Bevel edges & attach to Hip Jack NOTE: \ with (2) 16d nails top & bottom. 2X4 rafter is structurally adequate for all and Jacks, however larger Toe nail to plate sizes are generally used to match top \\ with (2) 16d nails. chord size of standard truss.. If 2X6 or greater, use #1 So. Pine, Const. Fire, 3 -5.4 or Const. Hemlock. 3' -0" CORNER JACK Bevel edges & attach to Hip Jack with (2) 16d nails top & bottom. 5' -0" CORNER JACK TYPICAL TIE DOWN LUMBER Toe nail to plate with (2) 16d nails. 3 -5.4 All lumber shall be 2X4 #1 Southern Pine, 1500f Industrial Fir or 1500f Industrial Hemlock except where shown. 1/8" X•1" Anchor strap bent over top chord iby builder) 8d nail )`',(/ Pg. 69 style D JAC (sst) pitch Ar/ span per 55 (2XL. 8) (2X6 T.C.) 0 M rn r. t w u eAD C �i� CoPyright 1965 Date Feb. 1, 1965 Vikin: Connectors. Inc. Dw 5T -21 t 5-6.3o (typical) required when length exceeds 6' -6" or add cut from 2x6 or es requir =d Valley umber A - I 4' 3 -4.5 Valley Member 8 5T -21 Valley Member C 5T -21 5T -21 to 30' -e" 5 -6.3 ever 30' -8" 3 -4.5 8' 12' 3 -4.5 M Truss top chords 2' -0" o.c. Valley Member E 20' ti Typical plate to be used In splicing either top or bottom chords. 12 2x4 on edge. Lateral brace of center vertical member vertical member to double the thickness when vertical exceeds 6' -0 ". 30' -8" er 30' -8" EQUAL SPACES PIGGY BACK DETAILS 5T -21 3 -5.4 Z -5 VALLEY DETAILS . This Piggy -Back Detail ie taken from page N10 on top of Hip #1. Piggy -Backs are the same in structural construction au Valleys except for shape, end the bottom edge of the bottom chord is not beveled. Placement In the building is in the opposite direction to Valleys, (Placement is parallel to end on top of the supporting trueaes). See IMPORTANT NOTE at the right. Plate end lumber data that eppllea to Valleys above oleo applies to Piggy -Becks of the same size. A thru E are typical valley trusses es shown an eheet#10 The largest valley trues is shown to be a guide for valley truaeee larger then the 20' Valley Member "E". Valley truaeee run perpendicular (in the opposite direction) to the supporting truoeaa underneath end should be nailed or fastened to each truea top chord they tntereect with -4.5 (1) 16d nail to laterally brace the top chords of these trusses when the o l truaeee do not have sheathing on them. 3-4.5 Length as Required TYPICAL LARGER VALLEY VALLEY & PIGGY BACK DETAILS Volley Varies to match roof pitch SECTION M-M Minimum of one 16d nail into each truss top chord. at - 1 I 6' -0" MAXIMUM Lumber - Minimum allowable unit atreesee. c - 560 pei Compression parallel to grain f - 750 pal Extreme fiber in bending t - 750 pei Tension parallel to grain E - 1,540,000 Modulus of Elasticity Top Chord shall be 2x4 minimum Bottom Chord and Webe shell be 2x3 minimum Webe shall be 2x3 minimum Plates - Viking Connector Plates are 20 gauge galvanized steel end applied to both faces of each truss et each point. Rip 2x6 to make two pieces for bottom chords. ew cut to match trues pitch. height I IMPORTANT NOTE I Piggy Back unite are set directly above end parallel to the supporting trusses under- neath end therefore do not laterally brace the trues top chords. To be sure that the supporting truaeee function es designed one of the following methods of bracing the top chord must be used. Trues or Hip • OPTION pl - Extend and attach all sheathing before applying Piggy Beck unite. OPTION p2 - Extend end attach a portion of the sheathing so there is 3' -0" or less between rows of sheathing. OPTION q3 - Provide continuous lateral bracing (1X4) to the bottom edge of the truss top chord so there is 3' -0" or lees between rows of lateral bracing. Attach with (2) Bd nails to each trues. Continuoue lateral bracing. style VAL z 0 0 M M M m b N Copyright 1967 VIKING CONNECTORS, INC. Date 9/1/67 Dwg.# (File # D- Gpr- 3 -34 -55 (6 & TRUSS SPANS (Maximum), BOARD FEET and BEARING REQUIRED for girder Ph AC -3( 566-547] GIRD SPAN BD. FEET Truss span for SINGLE mbr. girder BD. FEET Truss span for DOUBLE mbr. girder BD. FEET Truss span for TRIPLE mbr. girder 14 15 16 37 40 43 17 -0 15 -8 14 -6 32 -4 29 -0 26 -8 • 74 80 86 35 -4 32 -8 30 -8 40 -0 40 -0 40 -0 • 111 120 129 40 -0 40 -0 40 -0 • 1 PINE D PItch 3 .o.n 34 pm? 55 (6 8 17 18 19 46 49 52 13 -6 12 -8 12 -0 24 -6 22 -8 21 -2 92 98 104 28 -8 27 -0 25 -4 40 -0 40 -0 40 -0 138 147 156 40 -0 40, -0 38 -8 NONE • 40 -0 20 21 22 56 59 62 11 -4 10 -8 10 -2 19 -8 18 -6 17 -4 112 118 124 24 -0 22 -8 21 -6 40 -0 38 -10 36 -4 168 177 186 36 -6 34 -8 32 -10 40 40 40 23 24 25 65 68 72 9 -8 9 -2 8 -10 16 -0 14 -8 13 -8 130 136 144 20 -8 19 -8 18 -8 33 -8 31 -8 29 -8 195 204 216 31 -4 30 -0 28 -6 40 40 40 NtS 1435 N. E. 13th. Ave. Ft. Lauderdale, Fla., 33304 26 27 28 75 78 81 8 -4 8 -0 7 -8 13 -0 12 -6 12 -0 150 156 162 18 -0 17 -0 16 -6 28 -0 26 -4 25 -0 225 234 243 27 -6 26 -4 25 -6 40 39 37 29 30 31 85 88 92 7 -4 7 -0 6 -8 11 -6 11 -0 10 -2 168 176 182 16 -0 15 -2 14 -6 23 -8 22 -6 21 -6 252 264 273 24 -8 23 -8 23 -0 3E 34 32 32 33 34 95 98 102 f NONE • 9 -6 8 -8 8-0 NONE • 188 194 200 14 -0 13 -8 13 -4 20 -6 19 -6 18 -6 NONE • 282 291 300 22 -4 21 -6 20 -8 32 31 30 NONE • MINIMUM BEARING I NX• : i � rill, : � Scabs N`` ` \\ . NONE \ PLTE CON- DITIONS. See beck for details ! S Scab Sceba s Sc Sc _ I N X a3 (� II lU "� , ` c % Scab Scab \ � � � i t AL ERNATE B.C. SPLICE 'l k ALTERNATE HEEL / 9 -16.2 3/4" CONST.�Omit sh late with 6 8" heel height. blocks == 12 9 -12.6 2 4- 12.6's , 3 3 -4.5 s� blo ■■ �._. _. ��t��� =9.9 4" heel — 2X8 ■� �C heel ht. 3 -9.0 Splice 7 -8.1 5 -5.4 & 5 -18.0 4 d/4 ± 6'►4 height 8" bearing distance d 4" bearing PINE 2O Copyright 1967 VIKING CONNECTORS, INC. Date 9/1/67 I Dwg.# File # PINE D- Gpr- 3 -34 -55 (6 & 8) (BACK) 2 & 3 MEMBER GIRDER ASSEMBLY REQUIREMENTS PART 2 MEMBER 3 MEMBER NAILS or --4■ 1/2" DIA. THRU BOLT NAILS 1/2" DIA.THRU BOLT or -► TOP410___÷ CHORDS 12d @ 12" o.c. or 16d @ 16" o.c. One at each panel point 16d @ 16" o.c. or 40d @ 24" o.c. One at each panel point WEBS♦ --� 12d @ 12" o.c. or 16d @ 16" o.c. \ ■ 16d @ 16" o.c. or 40d @ 24" o.c. Use®© ` ` or OF BOTTOM It CHORDS SPAN of supported truss to OB or© �A 12d NAILS B 16d NAILS C 1/2" DIA. D 16d AILS E 40d NAILS F 1/2" DIA. THRU BOLTS b= bolt n =16d nail Total in BOTH faces Total in BOTH faces THRU BOLTS ,,,,,,,,,,,,, ,r/ uantity / e/ ,Q ; EAC � 2 f ac /■..l /ice.. Total in BOTH faces c/c Quan. every 2' -0" c/c Quan. every 2' -0" b= bolt n =16d nail c / c Quan. every 2' -0" c / c Quen. every 2' -0" 6 -8" 10' -10" 15' -0" 14" 12" 11" 1.7 2.0 2.2 16" 14" 12" 1.5 1.7 2.0 - I bolt 1 bolt 1 bolt 21u 18" 15" 1.1 1.3 1.6 24" 24" 21" 1.0 , 1.0 1.1 1 bolt 1 bolt 1 bolt 19 -2" 23' -4" 27' -6" 9" 7" 5" 2.7 3.4 4.8 10" 8" 6" 2.4 3.0 4.0 1 bolt 1 bolt 1 bolt 12" 10" 8" 2.0 2.4 3.0 17" 14" 11" 1.4 1.7 2.2 1 bolt 1 bolt 2b or lb +ln 31' -8" 35' -10" 40' -0" 4" 3.5" 2.5" 6.0 7.0 10.0 5" 4" 3" 4.8 6.0 8.0 1 bolt 2b or.lb +ln 2b or lb +3n 6" 5" 4" 4.0 4.8 6.0 8" 7" 6" 3.0 3.4 4.0 2b or lb +3n 2 bolts 3b or 2b +2n DESIGN STANDARDS This draw ng hes been prepared to meat applicable provisions of the 1962 edition of the "Notional Design Specifications for Stream-Grade Association; end "Design Specifications for Light Metal Plate Connected Wood Trump" by Trues galvanized steel end applied to both feces of each truss et each point. FABRICATION: Lumber must be et each point ere in snug contact along the joints. When unit conalate o mom one trues, shell coincide with Joint centerlinea or shell be located by circles "0" unless otherwise dimensioned. end may be increased by es much es 4" at each wider bearing when using nominal B" bearing widths, per- See .ketches directly below truea open columns. GIRDER ASSEMBLY REQUIREMENTS are charted directly Lumber and Its Fastenings" b National Lumber Manufacturers Plate Institute. VIKING CONNECTOR PLATES ere 20 gauge accurately cut and fitted together eo that all members fabricate each truss separately. PLATE centerlines OVERALL SPANS are based on nominal 4Mieering widths mitting a maximum overall open increase of B ". BEARING: above these General Notes. LATERAL BRACING: This girder hes been designed assuming the top chord is laterally braced et in erv.le not exceeding 3. -0" 0.0. the erection of girders in eccordande with this design. Persona using such girders ere cautioned to during erection, proper handling, temporary bracing and permanent bracing which may be required in Pine. DESIGN LOADING: AXIAL FORCES shown in lower right hand VIKING CONNECTORS, INC., bears no responsibility for eeek professional advice in regard to safety precautions specific applications. LUMBER shell be 61 Southern ALLOWABLE STRESS INCREASE: 6 os� r 45 psf corner ere based on roof trusses supported web members 2 %6 unless other- load on ceiling 2.9_2_r aoon one olds of girder plus s 1 foot strip of the same specie. with Total load SS pef of roof load on the tither side of girder value may be substituted, for maximum load condition.. 33 -1 /37I allowed for short All time loading. wise specified. Lumber equal or greeter etreee SCAB ATTACHMENT DETAILS 15% Live load reduction for tributary area./ NOTE: / LA nails For TRIPLE member girder use (9)16d each scab. For SINGLE single or or DOUBLE scabs on double members use 12d nails each scab. AXIAL FORCES AT MAXIMUM LOAD (9) 9 nails • • • • • 12" for 4/12 14" for 3/12 16" for_ 2.5/12 2 5 5,600#T 15,500#C 2X6 scab L ` • N 10,1• •' 15,05•.. R =5380 - NOTE: ALL scabs to be shop applied. NOTE: All webs shall be 213 or 2 14 #1 Southern Pine, 1500f Industrial'Fir, or 1500f Industrial Hemlock. NOTE: Only one Butt Joint A or B permitted in bottom chord. 5T -21 • #1 Dense So. Pine #1 B.D. So. Pine 2x4 Btm.Chord 2x4 Top Chord 25' -8" 25' -8" 25.-0 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330 25'-8" 25' - 8" 25' -8" L U M B E R Max. Overall Spans #2 K.D. So. Pine #2 Southern Pine 1200f Ind. Dour. Fir 1200f Ind. Hemlock 2x4 Top Chord 2 -1/4" 1-5/16 ", L U M B E R Max. Overall Scans Set. Str. Fir 1 Sel. Str. Hemlock I 1 Southern Pine 1 OOf Ind. Dour. Fir 1 OOf Ind. Hemlock NOTE: Hemlock to be W. Phone 'AC -305 566 -5471 The V181NG Truos Fabricator must furnish a copy of this design to both the builder and true° erector. DFSIGN STANDARDS: Thin drawing boo been prepared to meet applicable provisions of the "Nattonol Design yrcificotron for Streso -Grade Lumber and Its Fastenings" by National Lumber Manufacturers Aaooclatioa• and "Dosigr Specification° for Light Metal Plate Connected Wood Truosos" by True° Plate Institute. VIKING Connector Plates are 20 gauge galvanised steel and applied to both faces of each iron° at each joint. LP=J< 001- ee oame epee es with equal or greater °treoa values may be substituted. PABRICATIUN, Lumber must be accurately cut and fitted together eo that all members at each point are In snub coning =FFEg the jointo. Plato centerlines shall coincide with joint centerlines or shell be located by circles union. otherwiee u.manoioned. OVERALL SPANS ere be°ed on aomiool 4' bearing widths and may be increased by as much ae 4" at each wideF7enring when using nominal 8" bearing widths, permitting a maximum overall opoo Sncreacs of 8 ". IAT:IIAL BRACING: This trues, hap beon designed a °aumirg tho top chord 113 laterally braced at intervals not exceeding 3' -0' o.c. VIE:NG CCNVECTO3$, II.C., boors no responsibility for the rroctlrn of truasoa in accordance with this dosign. Peroono using ouch tredve° are cautioned to cook prGinooimol divine in regard to safety proceutions dosing erection, proper handling, temporary bracing and permanent bracing which may be required in specific application°. NOTE: 1962 N.D.S. edition. a 3 -8.1 BUTT JOINT A 1 5 -8.1 I Camber 1/2" at center BUTT JOINT B 4 -5.4 to 25' -8" 3 -6.3 to 22' -8" 3 -5.4 to 20' -8" 2' -O" to span /6 FORCE DIAGRAM L. • 3T -10 C. Hemlock. 12 . o 540# 795#T b 565# 2g20 #0 415# j G Y 39 1 V ' a a 3840#T m 2 j0# Clear swan R L. 25' -0" 3 • 3 -8.1 to 25' -8" 3 -7.2 to 23' -0" 3 -6.3 to 20' -0" 3 -5.4 to 17'-4" ° m (N vm nn g Equal areas r ' � 1 del V � o DESIGN LOADING Roof 45 paf Ceiling 10 paf Total 55 paf 33 - 1/3% unit stress increase LIGHT ROOFING HEAVY ROOFING Asphalt shingles Sheet Metal Aluminum, etc. Slate, Barrel Cement Tile, Terra Cotte, tile, etc. Copyright 1965 IDnte Jun 1, 1965 Viking Connectors „Inc. Dwg.j • 8' -0” Max. for 2X4 Too Chord 12' -0" Max. for 2 %6 Top Chord All vertical wehs spaced 2' -0" o.c. 5T -21 to 30' -B" 5 -6.3 over 30' -B" 16d ne11 -5.4 to 30' -8 5 -6.3 over 30' -8" 1 -5 /B" 2X4 lateral brace required when length of center vertical member ex- ceeds 6' -6 ". 5T -21 to 30' -8" 5-6.3 over 30' -8" WITH OUTLO®[1ERS Gable End Details WITH OUTl00KERS have the same lumber end platu requirements as Gable Ends WITHOUT O'tTLOOKERS (above) except as detailed below. Dimension "A "(to be equal or larger n r "'" I (1' -4" min. dim. " ") Dimension "B" I3'- 0 "Mex.(lt.Roofing) 2 2'- 6 "Max.(Hvy6 "Max.(Hvy.Ranfing Gablr End Goble End End Wall Sheaths nq Dimension "0" 3' -6" Max.(Hvy.Rnofingi 6' -6" Max. WITHOUT OUTLOO(ERS All vertical webs spaced 2' -0" t o.c. t TRUSS SPAN ath or furring strips 226 41 So. Fir Cnnst.' Fir or onst. Hemlock Lath or furring strips NOTE: B dimensioi must not be larder thnn A nirn hslnn. 4 -5.4 1 -1/4" Z -5 (typical) GABLE END DETAILS 5-5.4 to 30' -B" 5-6.3 over 30' -8" All vertical webs spaced 2' -0" o.c. 12 Patch to match truss Rev. 6/3/68 LUMBER All lumb =_r shall be mir.!mum, #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. TOP CHORD shall be 2X4 minimum. BOTTOM CHORD shall be 2)(3 minimum. Webs shall be 2X3 minimum. PLATES- VIKING Connector Plates are 20 gauge galvanized ltee1 and applied to both faces of each truss et each joint. (Max.2' -6 "fo first truss) trusses @ 1' -3 "Max. 2' -0" o.c. OVERHANG WITHOUT OUTLOOKER (Typical Section) e Heel Detail / /' /, / / /// /7 / 2' -0" o.c. For Single Outlookers 4' -0" o.c. For Double Outlookers Outlooker(s) 3 -7.2 5 -8.1 Plate / // /// �/ Gable 8 Truss /// / TRUSS SPAN ELEVATION OF HEEL DETAIL WITH OUTLOOKERS Outlooker (Single @ 2' -0" o.c.) nails 8 framing for each outlooker up trusses Dim. "A" is over 2' -8 ". Outlookrr(single @ 2' -0" o.c.) 16d nails 8 framing clip for each outlooker Double Trusses 1" Nominal sheathing or 5/8" plywood SPECIFICATION FOR Gable End 3 -7.2 3 7.2 Lath or furring strips 123 or 1X4 @ 2' -0" o.c. end runnirq in thn same direction as the truss bottom chords. Continuous nailer. ALTERNATE CEILING FRAMING c) Pg. 18 u, 0 1 1 0 i0 0 LA 4 D GAB to re- occupy the single family residence known as : (address) Legal Description: 53o nE__ 9'cfi Lot: 1 Block , 1 PB & PG: 86 -52 , Miami Shores, Florida. Applicant 1 J C Date Q r C a) APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY Su , ZaAL.) f hereby apply a 1 for a certificate I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village, certifies only that the referenced property i being used for single - family purposes and that such Certificate does not constitute any repre / ntation, warranty or reification as to the condition of the dwelling or other structures on such roperty. Print Name S La A j cl 0 *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Telephone: 2J /20 Buyer Seller Realtor Company Name Application Fee ($50) paid: Cash Check No. (9" Comments: Inspected by: Approved Denied Date 8/23/00 PAGE 1 OF 2 CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for purposes of re- occupancy pursuant to Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE - FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 MIAMI SHORES VILLAGE, FLORIDA By: Date of Certification: 8/23/00 Disapproved (Signed) APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement ur 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 i3uil. ling Divisinn of Miami Shores Village shall bc complied with, whether herein specified or not. A copy of approved plans and specifications must bc kept at building during progress of the work. _...._ _..____..__... ,190_ Ov.ncr's Name and Address � / a.0 ...:.... _ _ Nos�t�'l1.. _... stied_ Architect and /or Engineer...... �Cdri .. A / l S!/i91nf4?!. , Name and address of licensed contractor � 67615- And /d3 LEY _ Location and legal description of lot to bc built on: Lot Block Subdivision Street and Number where: work is to be done ._.... State work to be done and purpose of building (by floors) 4?r /RA - fen __... ..........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 $..•.3iO4.i Amount of Permit S.• .e 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 pennit 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 ssith 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 sin the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontracjef3, oJwork to be performed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed [ 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 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.. ' Permit No......._. Date.... - f ed Read, Sworn to and Subscribed before me. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Date Building Inspector to me well known, Notary Public, State of Florida MyCommission Expires __......_.._ ..� _ PLANNING BOARD DATE Chairman Member Member Member Member .. .. _....._..._. _ ...._....... Member .. - Council Approved Date Disapproved Date NOTE: A charge of S1.00 will be made for making corrections or changes to this application after approval has been obtained from the 1'L llo.erd. A re- in.pe•ctiun fee of 51.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. r� M IAMI SHORES VI LLAG E 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. . . J , ' Date ' . 7 r Owner's Name and Address �. /.'_ �- � �� � ' -. % %_ ..._._ _..:. No Street_ Registered Architect and $lttee� , , . / , Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision. _ -_.f/ !Z %! Street and Number where work is to be done 5 State work to be done and purpose of building (by floors) Disapproved Date__ (Signed ) i Building nspector Chairman ._ ..._ Member ,19 7 / New Building Remodeling Addition Repairs To be constructed of L. 5 Kind of foundation C a.:,e& oof Covering Estimated Total cost of improvements $ `mod nw Amount of Permit $ - >•Q N one cubage required plan Cubage 2-3, 7 r 194,4 tance to next nearest building Size of Building Lot axiri'1tio live load to be borne by each floor ereby :.ubmit 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 pennit 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 sucl ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wo to be perform under this permit, as are licensed by Miami Shores Village. Remarks (Signed) No. of Stories 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 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 ) 2 3 ( . : to .Read, Sworn to and Subscribed before me. Notary Public, State of Florida and for no other purpose. l , to me well known, Commission Expires PLANNIN BOARD .DATE Member Member Member _ Member Council nppros ed 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 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 APPLB fC Ti i a Registered Architect and /or Engineer MHAM BRIBES VILLAGE Building Inspecto BUILDING INSPECTION DEPARTMENT Date N FOR BUILDING PERMIT Date.. Chairman Member Member Council Approved No • 8 /.I. ..... _ jJ' j Name and address of licensed contractor :; ..___gym( �'._ Location and legal description of lot to be built on: Lot ( Block / Subdivision_...1! �LZ — Street and Number where work is to be done ✓A-> >' State work to be done and purpose of building (by floors) O erC ( 11 r 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 $ A,mount 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, 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 su ublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wo to be perforlme under this permit, as are licensed by Miami Shores Village. // I Remarks (Signed). .�, (� ( --_ . 7/2C4 , c . NING BOARD DATE Read, Sworn to and Subscribed before me. Notary Public, State of Florida 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 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 / 3'5 Disapproved , / Date. (Signed) 1-- My Commission Expires Member Member Member 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 13o.trd. 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. Permit No Cha!_iman Member Member Council Approved A W• 0-,mitrr's Name land Address... Dan Schmidt Revered Architect and/or Engineer. Street and Number where work is to be done Disapproved ..... (Signed) `A) t re)r Buildin MIAMI SHORES VILL PLICATION FOR ,- PERMIT Application is hereby made for the approval of the detailed statement of the plans cvad 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 Mans and specifications must be kept at building during progress of the work. Name and address of licensed contractor.Bra ndOn Air—Conditioning — W.. .8th_Lane.,.. _Hialeah. Location and legal description of lot to be built on: Lot.. Block Subdivision 530 N.B. 91 St. State work to be done and purpose of building (by floors). Install (1) 3 Ton A.C. with duct work as shown on plans. New Building . Remodeling Addition To be constructed of Kind of foundation Roof Covering. Estimated Total cost of improvements $ 1, 750, 00 Amount of Permit 0- 8,00 lone cubage required _Plan Cubage. Distance to net nearest building.. .Size of Building Lot Maximum live load to be borne by each floor... 1 hereby submit all the plans and specifications foi said building. All notices with reference to tho building and its construction may be sent to...G. .Conklin, Hrandon_Ai,r Conditioning,...2475.W. 8th.Lane.,...Hialeah The undersigned applicant for this building permit dot 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, o k to be performed under this permit, as are licensed by Miami Shores Village. Remarks.... ..... (Signed) STATE OF FLORIDA, COUNTY OF DADE. BS. 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. 1 U. Date.... Date 0 nspector J 1 PLANNING BOARD ..... NOTE: A charge of $1.00 will be made for making corrections the Planning Board. A re-inspection fee of 51.00 will be charged materials and/or worlananship. BUILD! G INSPECTION DEPARTMENT Dote.. GE N 5775 s troo2 Collins Ave. M. Beach 1).ne J., .1.91 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires. DATE Member Member Member .Date Disapproved and for no other purpose. Repairs No of Stories or changes to this application after approval May 27, Date has been obtained from when such re-inspection is made necessary by improper notice for inspection or faulty G SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO. LAMPS REFRIO. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER TOTAL CONTR. LIST I . CHECK ENT. SW. D18T. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTORS 1.8 HP NEON TRANS. RADIO TOTAL, CONTR. LIST MC x3.00 CHECK Permit No 1 3 3 3 0 Amount of Permit $ 3.00 STATE OF FLORIDA, COUNTY OF DADE. I 88. • MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT JUne 23, 1971 Date Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building oz 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 i..P. No 5775 Registered Architect and /or Engineer Employing Electrician's Name L a rq Eiji C'I /S C0•Ii C• No 9° Street i .7•' 103th Location and Legal Description Lot 1 Blocl_....... — 1 SuEaii = P 4 0fl UO Street and Number where work is to be performed —N �3Q Street 1:71.n. o1®t St. State work to be performed and purpose of building (By Floors New Building NX Remodeling Addition Repairs No. of Stories Service Overhead Size Feeders Conduit Main Sw Amps Main Fuses Amps Underground P p Type of Installation— Conduit Tubing B.X.L .Metal Moulding (Signed) (Signed) 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 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. AM. Master Electrician. 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 necessary by improper notice for inspection, or faulty materials and /or workmanship. .7' EkAY 1 0 9 0 £ 0 o £ � ° - 6 0 s£ S L' T S L T 8 T S005T 00' s z' T S' S 1 0 0" Permit No 13 4 0 q MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRuCAL PERMIT JUNE 23, 1971 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. AVE. Owner's Name and Address DAN SCEEIIDT No 5 7 75 :' L E COLLINS Registered Architect and /or Engineer Employing Electrician's Name L et Li 1 C0. INC • N 99 S treet N.'.7. 166th Location and Legal Description Lot 1 .,� 'Sleek -- 1,,,..,..�,,.,.. Subdivision - - 0R H® � ' 530 — N.E. 91st St Street and Number where work is to be performed —No &treat , State work to be performed and purpose of building (By Floors) New Building I. Remodeling Addition Service Overhead Size Feeders Conduit Main Sw Amps Main Fuses Amps Underground P p Type of Installation — Conduit Tubing B.X.L .Metal Moulding Amount of Permit $ 146 (SignLd) STATE OF FLORIDA, COUNTY OP DADE. I "' Repairs No. of Stories The undersigned applicant for this building permit does hereby certify that he understands and acc labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of has complied with the provisions thereof, and will require similar compliance from all contractors or su work to be performed under this permit; and will post or cause to be posted for inspection on the site of as are required by the Act. The undersigned agrees to employ only such sub •contractors, on work to be licensed by Miami Shores Village. �' _ 9 e Electrica nspector. epts4 s obligations as an employer of da Permanent Supplement, and ntractors employed by him in the e work such public notice or notices performed under this permit, as are Master Electrician. 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 necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO. LAMPS REFRIO. OUTLET IRON OUTLET RANGE OUTLET RANGE CONN. WATER HEATER W. HEAT. CONN. SPACE HEATER STRIP HEATER APPLI• TOTAL CONTR. 15 16 30 16 s. 1 • • , _ . "1 . 1 3 Q25•35 CHECK ENT. SW. DIST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP r - 1TOR8 NEON HP TRANS. RADIO TOTAL CONTR. 200 arras 14 -3-BP A/C 6 k .. CHECK Permit No 13 4 0 q MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRuCAL PERMIT JUNE 23, 1971 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. AVE. Owner's Name and Address DAN SCEEIIDT No 5 7 75 :' L E COLLINS Registered Architect and /or Engineer Employing Electrician's Name L et Li 1 C0. INC • N 99 S treet N.'.7. 166th Location and Legal Description Lot 1 .,� 'Sleek -- 1,,,..,..�,,.,.. Subdivision - - 0R H® � ' 530 — N.E. 91st St Street and Number where work is to be performed —No &treat , State work to be performed and purpose of building (By Floors) New Building I. Remodeling Addition Service Overhead Size Feeders Conduit Main Sw Amps Main Fuses Amps Underground P p Type of Installation — Conduit Tubing B.X.L .Metal Moulding Amount of Permit $ 146 (SignLd) STATE OF FLORIDA, COUNTY OP DADE. I "' Repairs No. of Stories The undersigned applicant for this building permit does hereby certify that he understands and acc labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of has complied with the provisions thereof, and will require similar compliance from all contractors or su work to be performed under this permit; and will post or cause to be posted for inspection on the site of as are required by the Act. The undersigned agrees to employ only such sub •contractors, on work to be licensed by Miami Shores Village. �' _ 9 e Electrica nspector. epts4 s obligations as an employer of da Permanent Supplement, and ntractors employed by him in the e work such public notice or notices performed under this permit, as are Master Electrician. 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 necessary by improper notice for inspection, or faulty materials and /or workmanship. Owner's Namo and Address . Registered Architect and /or Engineer Name and address of licensed contracto Location and legal description of lot to be built on: Street and Number where work is to be done State work to be done and purpose of building (by floors)____ 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. Lot Block Subdivision. ll_ Da - -- --- .1!�;._ ?_ n/ ,191 No..A.J:..E/ Stieet,�d'. 2 � - and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of , foundation Roof hovering ocs Estimated Total cost of improvements $ 4 { 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, 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 subcon cto o k to be performed under this permit, as are licensed by Miami Shores Village. Remarks ' 1 4,-7 (Signe• - ! � / T 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. 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. /� II Permit No [`i'w ° Q Date R a ' /'i L Read, Sworn to and Subscribed before me. Disapproved '��� Date (Signed) i.� � 1 Notary Public, State of Florida Bui 7''ng Inspector . / My Commission Expires PLANNING BOARD DATE Chainnan 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. N°71