Loading...
1238 NE 98 St (8)APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY McrShaTh. hereby apply for a certificate to re- occupy the single family residence known as: (address) 1 g 1111 fired , Miami Shores, Florida. Legal description: Lot: ,Block: ,PB&PG: 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 Mami Shores Village, Florida, certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. Print Name: M . -7>e I ********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** For the purposes of conducting the inspection required by Section 902 of the Mani Shores Development and Zoning Code, contact: Contact Name: M(z( eNd \ Telephone: /S - 73 11. Buyer: Seller._ZRealtor: Company Name: Application Fee (S50) Paid: Cash: Check: umber: 17a2 . Inspection: By / Approved: t! Denied: Date:P. 0 q7 Comments: CERTIFICATE OF RE- OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the application has been inspected for the 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 applicant for single - family residential purposes. MIAMI SHO ' S VILLAGE, FLORIDA By: Date of Certification: , . // 17 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 PARTIES ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETERMINE THE CONDITION THEREOF. ��� r 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 the work. Owner's Name and Address }SS. STATE OF FLORIDA COUNTY OF DADE. Street and Number where work is to be done Permit No. Disapproved MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT - i AIL 1/ 41 X13( Registered Architect andior Engineer KNLZGt i, t in o 1 #4 , Name and address of licensed contractor ��"� S SS �� 5 e 7 123 a 0.3 G j g— S7' State work to be done and purpose of building (by floors). state exterior colors (submit samples) Remarks (Signed) Date Date (Signed) Building Inspector Date / 2 2 No. Street 9/ Location and legal description of lot to be built on: Lot 7 Block 3 Subdivision e_cirdv krA/r cS s /1 ,1,10-S 'f li//' Sc-12,=t -mil jc.[psu.rZ' -- /Zoo 1r and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof�overing � Estimated Total cost of improvements S �` Amount of Permit S �,^NNJJ 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 plans and specifications for said building. All notices with reference to the building and its construction may be sent to Bgr- Sr The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement. an 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 u er t s permit: and will .ost 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 grew em loy ly s subco *' . • work to be performed under this permit. as are licensed by Miami Shores Village. 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. Read. Sworn to and Subscribed before me. Notary Public. State of Florida 3/73S My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved ()ate Disapproved Date NOTE: A charge of $25.00 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 $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and,or workmanship. Sent Certified Return Receipt Requested Mr. Frank Lubien Miami Shores Village Hall Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Re: 1238 NE 98th Street Miami Shore, Florida Dear Frank: January 31, 1991 As we have discussed previously and again today, I am very concerned about the placement of the neighbors cabana, utilities and pool equipment. I now look directly at a wall. The placement of all the utilities and pool equipment, to include a double A/C unit now faces my sliding glass door. Every time I open my door I get "blasted" with heat and noise from all this equipment. Not only is the structure an eye sore, the noise level and heat the A/C unit generates is unbearable. You mentioned a casing will be placed around the utilities and equipment to "hide" its appearance. Do you feel this will alleviate the problem? Again, I am unhappy with the judgement in placement of this structure, in addition to all the utilities and equipment. I appreciate all your help concerning this matter. Very truly •ur Helmut Tevini 1248 NE 98th Street Miami Shores, Florida 33138 (305) 445 -4276 (office) Attach as follows: Spacing Ql 02 0 0 Top Is of Max. Length Max. Length Max. Length Max. Length Lbr. Vert. Without w /1x4 'L' w /2x4 'L' w /Diag. Grade Webs Bracing Bracing Bracing Bracing S.P.& 11 -F & S.P.& 11 -F & S.P.& 11 -F & S.P.& H -F & F -L S -P -F F -L S -P -F F -L S -P -F F -L S -P -F #2 2'0" 5' 2" , 4' 4 " 4' 4" 3' 6" 5' 4" 4' 4" 10' 4" 8' 8" #2 1'0" 7' 5" 6' 3" 8' 8" 7' 0" 10' 8" 8' 8" 14'10" 12' 6" #3 2'0" 3'10" 3' 2" 4' 4" 3' 6" 5' 4" 4' 4" 7' 8" 6' 4" #3 1'0" 5' 6" 4' 7" 7' 0" 5'11" 9' 3" 7'11" 11' 0" 9' 2" Attach as follows: Nail Spacing on Brace "L" Brace Nails Bottom 1 4 Center Is Top Is 1x4 8d 2" o.c. 4" o.c. 2" o.c. 2x4 "16d 2 o.c. 5" o.c. 2 _o.c. Peak plate to match common trus� 1 1 11 11 Se Cha o� .Pert 11 Splice plate to match common truss 0 0 0 0 0 0 0 0 0 0 Li O O ..:. ( 0 0 0 0 0 C31 i 0 0 0 0 0 • , I-30 AO CS CM 1 tie 111111110.= ALP I IJEo r_ TRUES a 0 0 0 0 0 0 0 0 0 0 0 TOP & BOT CHORDS: VERTICALS 2x4 12 So. Pine, Fir- Larch, Hem -Fir or S -P -F 2x4 So. Pine, Fir- Larch, Hew -Fir, or S -P -F. See chart below for grades. "L" Brace lbr. same grade and specie as webs. Span to match common truss 1 1 11 11 11 t or c,t wfb 1J 5 IMPORTANT: AIPav( 1Moseuno rROOUCII *aC. isms. wit s( 1113,0,13101: 1101 ANY OIVIATION TAO11 11431 SPUN ICA 100HS 011 ANT O(MA1ION Tn0 A Ral Ot110■ OR MI eAA.U1( 10 11*0 114 muss N CONron.MMci *Am n4 'OUAIIry C010 A04. MANUAL' AT fry ALPVII cc,.*cTOAs MI GWAAACRM(O MOW a( OJLpt OALTMJZUD $Tt(I fka onl(AWIOt INOMI ue1TNO MourAtuuas of ASTY AW CY Ab( A. APPLY COI 4C TOM 1010TH IACU Al (A01 J04111 AND IOCAII Al 11CWN. 1UAAe10 wEflq MI f NoIMUI 1►a111 or11ermAse so C ( 0(310N SIAMOAAW CO1NOA11 WIM APPIICA11t1 PROVISIONI CI NNOSie APA) •TPI -:► -6� Varies to match common truss truss a � U �( � A � S N /W�Dt i. �(G11 Ab ��1 awa couu r ►1�po Al ct�C w000 A l I VIEW. Ice PIs •UCwO u(1411. 11141st on4AMls1 ■s'AMt 10P CHOW r av A nAO t0 1 P N I I . A h 1Q a 1011011 010110 MM 110010 PpIANppOO 01�1 U 1 A1 � VAN MA R [ T MOANT 1111A110 LU4sEA. •IM • 111011P(A1IN1MITUI(;MOI • NA? PIALD( t1ON$P ICWICATIONIOAw00000N$T:IUCIION. PLATE 1x3 2x4 3x4 0 MAX. WEB LENGTH 2' 8" 8' 1" 13' 6" LENGTH MAY BE DOUBLED FOR COL. 4Q ** \\\\\\\\\\\\\\\\\\\\\\\\\ Continuous Support Heel plate to NOTE: Shorter webs may be spaced @ 2'0" o.c. and match common N longer webs @ 1'0" o.c. to meet requirements in chart, truss. resulting in both 1'0" and 2'0" spacings in same gable end. GABLE END FURNISHI A COPY OF THIS DESIGN TO ERECTION CONTRACTOR 117" sux t Trusses f 2'0' o.c. 1" Now. Sheathing or 1/2" Plywood - 7 Locate brace at middle of web (3) 16d nails OVERHANG WITHOUT OUTLOOAERS DETAIL A Also add metal strap with (2) tld nails at each end for webs over 6'3" * Use either Diagonal brace OR "L" brace when webs exceed lengths specified in Column # 01 NOTE: TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. Means 3/8" thick or thicker plywood or 1/2" thick or thicker O.S. Board used as sheathing. LOADING 55 47 TCLL: 30 psf 30 psf' TCDL: 15 psf 7 psf BCDL: 10 psf 10 psf TOT : 55 psf 47 psf WIND: 37 psf 37 psf DUR.FAC.: 1.33 1.33. WIND OR PROBABILITY FACTOR: 1.33 1.33 SPACING: 24" o.c. 24" o.c. RLPINE ENGINEERED PRODUCTR,INC. P.O. VOX 2225 POMPRNO DEFlCI I, FLOR IDR 33061 305-781-3333 • 3/29/83 A106 /B -PLY ** (120 MPH) BOTTCf cIORDS any OE�ORCEDD WITH S TO PROVIDE 8IQ111ONRL LOHO CHPHCITY RS SHORN IN THOLE RT RIGHT. 661100 , BE OF SPINE SIZE RNO GIROE R9 BUTTan CHORD MO SI )ILL. BE RTTITCUEO IN THE SHOP TO GIRDER RS PER BC(IEnU E HEI.QY SPAN TIME. IF SPLICE 19 REQUIRED IN SCHU, IT 19 PHEFERRULE TU LOCATE SPLICE 4' OR nuilE FROM BUTTOII CHUHU SPLICE. CONNECTOR PLATES RRE REUUIREU 0N• UOTH FREES OF SCI RT SPLICE RNO SWILL BE R 5X0 GIRDER LENGTH SINGLE DOUBLE . • : .: ; TRIPLE ° A ::s Q' Ci y o ' A =1 {ca� ,, o • c. ,.'' Q :` Q ° ' • 0 ' =(; o Q T f , N' ' / L P I TI' CI,. 0 rOA o o l� ' : R � &g � =1=1,11=1 o cl E o o • o o °. " l -SCAB t2 -6CRB t -SCAB 2 -SCAB T. . i y L -6C88 2 -6CA8 14' 0" 15' 0" 16' Cr 17' 0" 18' O 19'•0 '" 20' 0" 21' 0" 22' 0" 24' 0" 24' 0'.. 25' 0" 26 0 ' " 27 p 28' 0 29' 0 30' 0 31' 0 32' 0" 33' 0 34' 3 18' 0 "P 14' 4"P 12'10 - N 11' 8 "N 10',7"N 9' 0 "N 8 8' 3'N 7' 5'N 7' 0"N 6' 6 "N G': 1"N 5' 9 "N 4'11`N r- -- - - -- - - -- --- - -- - - -- - 23' 2'P 20'11"P 18'11 "P 17' 2 "P 15' 3"P 14' 0 "P 12'11"P 11'11"P 11' 11 10' 2 "P 8 9 "P 7' 0 "N 8' 0 "N 4'11 "N =- -- - -- -- - - -- - - -- -- -- - - -- 28' 3 "R 25' 7"R 23' 4 `11 21' .4`11 18' 7 "R 17' 8 "P 15' 8 "P 13'11"P 11' 6"1 10'. 2`P B' 9 "P 7' 6 "N 8' 0 "N 4'11 'N -- -- - - -- - '-- ---- -- - - -- 7 - -- 32' 8 "P 28' 4"N 26' 311 23' 711 21' 5"N 18' 6 "N 1710 16' 5"N 15' 211 14' 0"N 13' 1 "N 12' 2 "N 11' 5 "N 10' 8"N 10' 1 "N 9' 8"N 8' 0 "N 8' 6 "N 8' 1`N 7' 8 "N 6' 9"N 40' 0"P 38' 5"P 35' @'P 32' 2 "P 28' 4"P 20'10"P 24' 0'P 22' 8"P 21' 1"P 19' 7"P 10' 3'P 17''1 "N 18'.1"N f 15' 1'N 14' 2 'N 13' 5 "N 12' • 3`N 10' "N 9' 5 "N 8' 2"N 0' 9"N 40' 0"P 40' 0"P 40' 0" P 38'11"P 33' 9"P 31' 0 "P 28' 7'P 26' 6"P 24' 71 22' 11'P 21' 5 "P 20' 0 "P 16' 10 "P 17' 8"P 16' 2"P 14' 2 "N 12' 3 'N 10' 9`N 9' 5"N 8' 2'N 8' 9 "N 40' 0'N 40' 0"N 40' 38' 511 3410'N 31' 8 "N 29' 1'N 26' 9`N 24' 811 22" 10 "N 21, 3 "N 19'.9`N 18' B"N 17'. 414 16' 4 "N 15' 4 "N 14' 6 "N 13' 0 "N 13' 0 "N 12' 4"N 11' 9 'N 40' 40'-0"N 40 Q"N 40'• 0"N 40' 0 "P 37' 8"P 34' 7"P 3111 "N 29' 61 27' 5'N 25' 6 "N 23'10`N 22' 31 20'11'N 19 . 311 18' 0"N 11' 6'N 16' 7"N 15' 9"N 14'11 "N 14' 2"N 40' 0'N 40' 0"N 40' 011 0 40' 011 40' 0"P 40' 0"P 39' 2"P 36' 2"P 33' 7"P 31' 2 'P 28' 1"P 27' 2 "P 25' 8"N 23'111 22' 711 21' 3 'N 20' 2'N 19' 1 'N 18' 1'N 16' 5'N 14'11'N . 1=3 0 0 0 .• 0 . 1= -a,ot Q ,T TRUSS o.., . . ALPINE ENGINEERED PRODUCTS, INC. 's: P .0." BOX ,2225 POMPANO BERCN,FLORIOR . 33061 30577131=3333 . BERRTNG AMID .01:K REOUIREKENT[1 N 2X4 P 2x6 R 2x4 + ONE BLOCK T 2XO Y 2X4 t 11111 BLOCKS Y 2X6 / ONE BLOCK x 2hU i ONE BLOCK Y 2X6 1 TWO BLOCKS Z 2xe TWO OLOCKS DESIGN CRITERIA TPI 00 TC LIVE LOAD ;' 30.0 P&P • TC DEAD ,LOAD ..- • 15.0 P8P . •' BC DEAD LOAD :- ::10.0 PSP : • TOTAL - 55.8 PSP DUR.: FACTOR t , 1.33:• y' ' Qa' LIVE LD RED. USED ( &PBC) LETTERS F>FTER TRUSS SPIN LEFINE BEHHING HA] BLOCK REDUTREnENFS ' SEE OWING 8117 FOR BLOCK NAILING • RNO DTIER GIRDER ORTR. 1180111 .1 1 6X8 • SOUTHERN PINE TOP CHORD 2X 4 • • 01 . DEN HD HOT CHORD. ",2X 6.:` DEN KD WEB& ' •2X 4 .; 42 • • ' .' T ` a ::� tA a t;:• Ir BOLT FIND NAIL GCHED. TRUSSES 1 I 1 I I MUST BE 1 I 111 SUPPDRTEO � I I I1 ON FACE OPPOSITE \I1 Al _ \� 1111 III ' II SCABS 1 I 1 I I I \I I 1111 ' \ iIf 11111 11111 , al 2x4 0 5x6 /sp.l . TC /BC /8 • /C R/8 A/C R /DG A/C R/DG R/EG USE 1GO NAILS (IN STAGGERED PATTERN) . (2) 3x8 R6 EACH LAYER 16 APPLIED..' „•. CLINCH FILL NAILS IN'2 MEMBER GIRDERS:: '1 • 00 4 Eq. Pnls T.C. R-- NRIL6s: TC • 111O.C. : WEBS • 16`0.0 �__ Block 3 E q . Pn l b B. C . 8 -- NAILS': BC '. RNO /OR • ECRU 3.0'0.0 Illi C-- NRIL6a: 8C 2.5'0.C. : 661186 4 "0.0 gm '` D - -NRILb BC 2.0"0.C.•,: SCADS 3.0`0.0 7x8 6x8 F-- NRIL6s: BC 2.0 "U.C. : 661186 4 "0.C. 81)1. GIRDER LENGTH .F -DNE .5" THRU BOLT MAY BE SUBSTITUTED FOR EVERY 2 NRIL6.. (011L NR(L SPACING- 18" IlAx). 1.5" MIN. BOTTOM EDGE 016T. G- -ROD .5" THRU BOLTS RT EACH OC PNL PT RNO EACH SIDE OF BC 6PLICE6. NOT RED. FOR 8C IF SCHEDULE 'F' 16 U6E0.:' LOADING . 55 . 0/1 . . .: y " , .. 2X4/2X6 - , 43WTS 1I ', PITCH:,: , : : .. 4 0/ 12 rte- GENERAL NOTES UNLESS THESE SPECIFICRIIONS FOR LUnOER IV ALPINE CDNNL•C10RG f E FOLLOWED HND TILE MUSSES MALT IN CONFORMANCE WITH , "110111.11Y CONTROL (NINUHL" by OP', THERE SIYTLL OE NU WHRRRNIIES OF 11119 OESICN EXPRESS ON IMPLIED. UN L E SS OTHERWISE S SIY14N, MEE REl1UI OF GOUGE Mill R 44 G T GRIUIE E R I . O1H EKES 81 EA1:H JINNI AND IUCHFE 116 WYNN. APPLY CONNECTORS 10 U AC ULIII(ING 4101116 RAE 4' NUI1INY. UNlEb1i OTHERWISE 6HUWN. DESIGN SIIINAHROS CONIOkh WITH RPPLICJIOIE PROVISIONS OF .NDS•77 MR .TPI-78 TRU REQUIRE EXTREFIE CARE IN IIAND WARNING . EIcE C TIDN RNO bRRCING SEE "UWT• / 6" (UIIHCIN: 41(10 TRUSSES: CCmENIHRY ANI1 RECOMMENJRT1014S- .TPII. SEE T111S DESIGN FOR HOUIIIONRI. SPEI:IRL BRACING RE R (IRKED O W 111 PROPERLT :I PPLYY000 611E111111, 81111011 C110110 411H RIGID CEILING OR uRHCING N; AI nlXIMOM IIF 10 FEE) 0. C. 00 NOT USE 11111i DESIGN WITH FIRE RE TREHIED LUMUER. F M E• M� . : >t CEATIFiCCATE 1 ' ' Q N p f _ . •F �0 4.08104 W Jj etEOENE' SPANS ,':T0:434'... ` 0' ' • COPYRIGHT 1979 i000463.- ,'', 10/10/79 . DRAW/ A4O9,213 a - •TPI - TRUSS PLH1E INSTITUTE, NOS - NRIIONIU. DESIGN SPECIFICATION FOR WOOD CONS1RUCTION .1.11 fP 1X3 17' 5" 17' 5" 5X4 17' 5" MIN BRG SPAN 3.50" 17' 5" 4X4 17' 5" srn ABOUT 17' 5" MAX 2X4 17' 5" PLATE TYPE -- ALPINE GENERAL NOTES ("LE nIESE SPEC FUR LUMUER AND fLPINE CDM1ECIUR6 W2E FOLLOVED FND THE TRUSSES BUILT IN CONFORMANCE WITH "DUALITY CONTROL MANIA." BY WI, IIIERE SHALL BE NO WHRHRNTIES OF HITS DESIGN, EXPRESS OR IMPLIED. ALPINE CUHItC10I19 HRE MRNLIFRCIUREO FROM 20 GAUGE GALVANIZED STEEL UNLESS 01IIERVISE SHOWN, MEETING REDU1RErENTS OF ASTN A446 GRADE R. APPLY CONNECTORS TO BOIH FACES Al EACH JDINI AND LOCATE RS SIIOVN. BEARING VID1Fk; RRE 4' NOMINAL UNLESS OTHERWISE SAWN. DESIGN STANAHRDS CONFOIIM VITA DPPLICRULE PROVISIONS OF .MIS -77 FN0 .IPI.7U *Mk Alli k Jill Imo! MI MI MI 1111 '.!! !!! ■ --TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR M000 CUNS1RUCTION PAGE 47 WEB NOTES WEBB, 2X4 43 HEM -FIR, FIR - LARCH, OR SO. PINE. DASHES SHOW DIRECTION OF ELONGATED HOLES IN 2 EQ. TC PANELS 2 EQ. BC PANELS MEASURED FROM INSIDE SCARFS NFlRNI TRUSSISNREOUUIIREDEXTIE6E. CARE IN G WAGING W000 TRUSSES: COMMENTHRY AND RECOMMENDATIONS .TPI). SEE THIS DESIGN FOR ADDITIONAL SPECIAL BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, 10P CHORD SIIALL BE LATERALLY BRACED WITH PROPERLY ATTACHED PLYVUW SHEATHING, BOTTOM CHORD VITA RIGID CEILING OR BRACING AI MNLIIIUM OF 10 FEET 0. C. DO NOT USE MIS DESIGN VIElI FIRE NEIRTORNT TRERFED LUMBER. FURNISHI A COPY OF THIS DESIGN TO ERECTION CONTRACTOR PLATES ON TYPICAL CONTINUOUS JOINTS Ex H.26476 01=011\1=14=3 O a o0 0 0 Cl �STRNDRRD o o a a o o � ALPINE:i TRUSS RLPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPANO BERCH,FLORIOR 33061 305 -781 -3333 42 12 12 42 S0. PINE SS SS SS SS 41 41 41 41 DESIGN CRITERIA TPI TC LIVE LOAD = 30.0 PSF TC DEAD LOAD 15.0 PSF BC DEAD LOAD . 10.0 PSF TOTAL 55.0 PSF DUR. FACTOR ' 1.33 SPACING 24.0" OC DEN KD DEN KD DEN KD DEN KD DEN KD DEN KD 2X4/2X4 2X4 /2X4 22KUS KI OVERALL SPANS 2X4 TC 1 2X4 BC 17' 16' 16' 16' 16' 16' 15' 15' 5" 11" 5" 7 " 0 " 8" 0" 15' 5" 14' 10" 14' 6" 14' 0" COPYRIGHT 1979 1 17' 17' 17' 17' 17' 17', 17' 17' 17' 17' 17' 17' 5" 5" 5" 5" A -M1 -COMN- 55/1.33- 30 +15 +10- 24 5" 5 5" 5" 5" 5" 5" LORDING SPACING 55.0/1.33 24.0" PITCH PITCH 1.0/12 SPANS TO 17' 5" 4000441 5/10/79 DRAM A408 W PAGE 51. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M1 -COMN- 55/1.33-30 +15 +10 - 24 WEB NOTES WEBSs 2X4 03 HEM-FIR, FIR- LARCH, OR SO. PINE. - LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4- POINT. cm 0 0 0 ^ 0 = ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '=STANDRROE 0 0 O 0 / 0 O O _, 0 o 0 E= o = ALP I 14=1 ° 0 = CM an 0 T RUSS ° • ' ' 3X6 3X5 3X4 36' 7" 34' 0" 30' 0" 3X6 3X5 3X4 36' 7" 34' 0" 30' 0" SYM ABOUT i 5X5 5X4 36' 7" .34' 0" .z �! REPINE ENGINEERED PRODUCTS P.O. BOX 2225 POMPANO BERCH 33061 305- 781-3333 5X5 5X4 4x4 36' 7" 34' 0" 27' 6" III 5X4 36' 7" 1.5X4 1.5x3 1X3 36' 7" 34' 0" 30' 0" E2 DESIGN CRITERIA TPI TC LIVE LOAD o 30.0 PSF B DE AD LOAD " 15.0 PSF 10.0 PSF TOTAL 55.0 PSF " DUR. FACTOR 1.33 SPACING 24.0" OC 84 1.5X4 1.5X3 36' 7" 32' 7" DASHES SHOW DIRECTION OF Hv: �/' ELONGATED g HOLES IN r.4 PLATES ON TYPICAL CONTINUOUS JOINTS 4. 0o SO. I PINE, OVERALL SPANS 2X4 TC 2X4 BC i SS DEN KD SS DEN SS Kb SS 01 DEN KD 411 DEN 411 KD 411 02 DEN KD 412 DEN 112 KD 12 36' 7" 36' 7" 36' 7" 36' 7" 36' 7" 36' 7" 36' :7" 35' 2" 36' 1" 34' 0" 33' 7" 31' 3" 36' 7" 36' 7" 36' 7" 35' 11" 36' 7" 35' 11" 33' 11" 32' 6" 33' 8" 31 11" 30' 4" 28' 6" ER . 1 3X10 3X9 3X8 36' 7" 33' 6" 6 EA. TC PANELS 3 EA. BC PANELS MEASURED FROM 26' 6" 3X8 3X6 2X8 2X7 23' 6" L t f 1 i P9 P9 M N N INSIDE SCARFS ;:;ifE MIN BRG SPAN 3.50" 36' 7" 6X8 5X9 5X8 36' 7" 33' 6" 26' 6" LOADING 55.0/1.33 SPACING 24.0 3X6 3X5 3X4 36' 7" 34' 0" 30' 0" 36' 7" 2X4/2X4 FA PITCH 4.0/12 ,,..1.1..------- MAX PLRTE TYPE -- REPINE UNLESS GENERAL NOTES ALPINE TCEONNECTORSFIAREIDFOLLOWEDUITAND THE WARNING IRUSSWS BUILT IN CONNURMFRJCE WITH "UURLITT CONTRUL nRN1JFL' BY•TP1, (HERE A BE NO WF1RNf1NTIE5 of 1 15 DESIGN, EXI HESS 0(t IMPLIED. LIED. PINE LOHNECIHRS E MHNUFOCIUREO FROM 2O GRIJGE CR LVHNIZED STEEL AL M UNLESS OTHERWISE SHOWN, MELTING REOUIREMENTS OF RSTM 8446 GRADE R. APPLY CONNECTORS 10 BOTH FACES AT ERCH JDINI HND LOCATE R6 SHORN. DLRHING IIDItJ HHE 4 NO1IML UNLESS O(HLIIWISE SHINN. DESIGN STIINYlf1RUS C(kJR'DFFM V1111 IIPPLICHOIE PROVISIONS OF .NOS -77 AND rTPI )D ERECTION�FINDREBRIICIINNG. CRRE SEE F TW i 6' WRUNG V00D TUSGES: COIYIENTHNY FIND RECOMMENDATIONS - •iPl) . SEE THIS DESIGN FOR 013D1T10NHL sPECIIL BRACING DU REIREMEN1S. UNLESS OTIERWISE SHOWN, TOP CHORD SHALL DE LRTERRLLY BRACED WITH PRDPEHLY RITRCHED PLYWOOD 6UERTHING, ODFTOM CIIDftO WITH RIGID CEILING OR BRACING AT MRXIrEfl OF ID FEET 0. C. 00 NOT USE THIS IJESIGN V1111 FIRE RETWIORNT THEA[Ep LUMBER. /� �... lvtIFRC . G g i i t ii E' 63WTS u.2647 J E te � .,e . . = .. _ p J • SPANS TO 36' 7' ' COPYRIGHT 1979 L 4000445 3/23/79 DRAWL A408,045 + [P1 - TItUSS PETITE INSrIIUfE, NUS - NlITI0NRL DESIGN SPECIFICATION FOR WOOD CONSTRUCTlUN _ r.��. - -__ EII — ............. , ,.• PAGE 51. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A -M1 -COMN- 55/1.33-30 +15 +10 - 24 MIN ERG SPAN 3.50" 11' 7" .:n.._.. . mm ;aM Y - + - t rll f A II _ ..� -�w► ewc,$ -- 1X3 11' 7" 4' 2" MAX 1 2.5X4 11' PLATE TYPE: - -ALPINE 3X4 11' 5X4 11' 7" 11' 7" MAX 2X4 11' 7" *+IMPORTANT *E UNLE T H E SE S PEC IF ICR T 10NS FGR LUIIOER RNO Rl.P1NE CONNEi'(OR6 5RE FOLLOWED AND THE TRUSSES BUILT IN CUNFL41MRNCE E1111 TUMMY CONTROL MANUAL' B'1 •1PI, THERE SIYILL OE NO WIY'HRNTIES OF IAN DESIGN, EXPRESS OR It1PL1E0. ALPINE CONNECTORS ARE MHNUFPCIURED FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING RECIII1EMENTS dF RSTM R446 GRADE R. APPLY CONNECTORS TO MA FACES AT EACH JOINT AND LOCATE R6 SHOWN. BERRING U101I+S ARE 'I' NOMINAL UNLESS OTHERWISE SHOWN. DESIGN S1BNOIN109 CONFORM WITH APPLICABLE PROVISIONS OF .4409-77 IV10 111P1.70 ■- -TPI - TRUSS PIRTE IWITITUIE, NOS - 14111111111. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WEBS 2X4 13 HP, PL, OR SO.P -- UNLESS OTHERWISE SHOWN. SEE DRWGP A130 FOR PLATE LOCATION AND ORIEN ?ATION ON TYPICAL JOINTS. LOCATE TOP CHORD INTER -PANEL SPLICE WITHIN 6" OF PANEL 1 /4-POINT. 2 EO. TC PANELS 1 EA. BC PANEL WARNING EIIECTIION"1111) 8RIIC NG C lEE N " C l in t IMAGING 11000 TRUSSES: CDIYIENTIIRY AND RECOfU1EtURT10NS- .TP11. SEE 11116 DESIGN FOR 1100111DNRL SPECIII4 BRACING RE0UIREMENT9. UNLESS OTHERWISE REO'0, TOP CHORD SHALL UE LRTEIIRLLY BRACED 14118 PROPERLY RTTIICHEU PLYWOOD 6HERIHING, BOTTOM CHORD WITH RIGID CEILING OR BRACING AT I1I1XIt1J11 OF 10 FEET 0. C. 00 NOT USE 14416 DESIGN WITH FIRE REIRROONT TREATED LUMBER. �,• � s ,,, 1 ' I .44,,,, c. No e ;PZI v o. 261 • . k i E .�., I'' /FRE ..u. nor.. ,..."ilaNNI a.saa .vw o....NC1141 aoaMMIl.a a SIMMIa w aoac . '• f•,fu.N. ' .. • S0. PINE 88 DEN KD SS DEN SS KD SS 11 11 111 111 *2 112 #2 112 c o a o 0 0 0 O to C7 = O Ca C7 Q QsT- - - --- O C] C7 O 1 )=1 O p O CI oALP � Eo L'7 TRUSS RLPINE ENGINEERED PRODUCTS,INC. P.D. BOX 2225 POMPANO BERCU,FLORIOR 33061 FL 305:-701-3333 DESIGN CRITERIA TPI TC LIVE LOAD " 38.0 PSF TC DEAD LOAD " 15.0 PBP BC DEAD LOAD 10.0 PSP TOTAL ■ 55.8 PBP DUR. FACTOR 1.33 SPACING 24.0" OC DEN KD DEN KD DEN KD DEN KD 2X4/2X4 21KBM OVERALL SPANS 2X4 TC 11' 7" 11' ' 7" 11' 7" 11' 7" 11' 11' 11' 11' 11' 11' 11' 11' LOADING 55.0/1.33 COPYRIGHT 1980 l 7" 7' 7" 7" 7" 7" 7" 7" 2X4 BC 11' 11' 11' 11' 11' 11' 11' 11' 11' 11' 11' 11' PITCH 4.0/12 SPANS TO 11' 7" 4088442 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" 7" SPACING 24.0" 10/31/80 DRAW* A4013,262 PAGE 44. � FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M1 -COMN- 55/1.33- 30 +15 +10- 24 WEB NOTES WEBSs 2X4 *3 HEM -FIR, FIR - LARCH, OR So. PINE. HIGHER GRADE WEB AND CLB REQUIRED WHEN SPANS EXCEEDt 0 o / 0 0 0 0 1= O O Q 0 1= 0 O o o a Q 1= o o = =STANDARD= o 0 0 0 0 / I= 0 0 0 ° .. 0 0 0 0 A L P I NE Q /� cm cm o o [] ��++ v c=3 0 1= 0 • • 5X6 4X6 47' 0" 30' 0" 5X6 4X6 47' 0" 30' 0" ' • • S7H ABDUT 2x4 WEBS HF *3 (11 5' 1 "B 7X6 47' 0" A CONT. LATERAL BRACE ATTACH CLB TO EACH WEB W/2-8D NAILS ++ a . BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4- POINT. • 53(c:1 7X6 47' 0" REPINE ENGINEERED PRODl1CTS INC. P.O. BOX 2225 POMPANO BERCH;FLORIDR 33061 305 -781 -3333 7X6 6X6 5X4 47' 0" 42' 0" 30' 0" 3X5 3X4 2.5X4 47' 0" 42' 8" 34'10" 6 DESIGN CRITERIA TPI TC LIVE LOAD o 30.0 P8F TC DEAD LOAD • 15.0 PSF BC DEAD LOAD 10.0 PSF TOTAL ■ 55.0 PSF DUR. FACTOR 1.33 SPACING 24.0" OC 1.5X4 1.5X3 47' 0" 34' 0" DASHES SHOW itt `, DIRECTION OF ,►i' Lam{ ELONGATED �i>♦ t► ,( %j� HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS (1) • .• 3.50 SO. PINE OVERALL SPANS 2X6 ( BC SS DEN KD 8S DEN SS KD SS *1 DEN KD *1 DEN 11 KD *1 4 DEN KD 12 DEN 42 KD *2 47' 47' 47' 47' 47' 47' 47' 47' 47' 47' 0" 46' 7" 43' 7" s a s s 2/ t 7 [ 2 v II -1" Y ¢ :i= a...... 6 EQ. TC PANELS 4 EQ. BC PANELS MEASURED FROM 4X8 3X7 - 3X6 47' 0" 34' 0" 27' 4" 3X5 3X4 2.5X4 47' 0" 42' 5" 33' 0" 3X12 3X10 3X9 3X8 3X7 3X6 47' 0" 46' 6" 42' 0" 37' 3" 32' 8" 28' 1" INSIDE SCARFS �" • MIN BRG SPAN NA i 3.50" 47' 0" 6X8 5X7 5X6 47' 0" 34' 0" 27' 4" 7X8 5X7 5X5 . 47' 0" 37' 9" 28' 4" . LOADING 55.0/1.33 SPACING 24 . 0' ' 6X8 5X6 4X5 47' 0" 43' 2" 34' 0" 4 7' 0" MAX 2X6/2X4 64 WBS MP PITCH 3.5/12 -;a-A.m PLATE TYPE -- ALPINE • UNLESS CD THESE SPECIICFRTIS FOR EO RND TUE Ll1YOEN FlND GENERAL NOTES AlI.PINE NEf.1uRS A DN I DLLOW TRUSSES BUILT IN CONEURAANCE WITH 'DUALITY CONTROL MM1Ut BY •IP1, THERE SHALL BE NU WARRANTIES OF THIS DESICN, EXPRESS OR IMPLIED. MINE CUNNECTIAIS ARE MIINIFRCTURFD FROM 20 GAUGE GALVANIZED SIEEL UNLESS OTHERWISE WORN, MEETING REIIUIREMENIS OF 1351M A446 GRADE R. APPLY CONUECIORS TO 501H MEG RT EACH JOINT RND LOCALE AS SHOWN. BEAMING 11101115 RILE 4' NOMINAL UNLESS OTHERWISE CHURN. DESIGN SIAIMII r..ONFOHN VITA APPLICABLE PROVISIONS OF .NOS-?? RNO .TPI-70 WARNING TREFiEUSSES REQUIRE BRRCING EXTREME . G CARE EE - UW IN IIIINOLT ?sING L CT10N 1W1 (BRACING WOO TUSSES; CUIYIENTFIRY RNO RECOMMENDATIONS - .1P1). SCE 1IIIS 0ES1CN FOR AUBITIOMIL SPECIAL BRACING REWIRE/TENTS. UNLESS 01HERWISE SHOWN, TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY ATIRCIEO PLYWOOD SHEATHING, orlon CIONO WITH RIGID CEILING OR BRACING AT )YIXIrJn OF 10 FEET 0. C. 00 NOT USE 1111S DESIGN V1111 FIRE RETARDANT TREATED LUMBER. .• s.. /` � =Q�: 4. r ' t' '•.�..'�) " " "N "'• C, •4►fIC'• 10.2647 E ORI' k F 7 1' • " • = ' .,i / ? z SPANS TO 47' 0' ' COPYRIGHT 1979 1 3500646 3/23/79 DRAW* A408,116 .--TPI - TRUSS PLATE 1N5TIIUIE, NOS - MITIONIII. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION • %...' 1.4 4 . 6 - (;0 0 .' ' PAGE 44. � FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A-M1 -COMN- 55/1.33- 30 +15 +10- 24 - • • • WEBS 4X2 *3 SOUTHERN PINE - - -- UNLESS OTHERWISE SHOWN. "" "IMPORTANT " "" SEE DRWG *158 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. PLATES TO BE POSITIONED 1/4" FROM OUTER EDGE OF CHORDS (EXCEPT PLATES ARE TO BE FLUSH ON SPLICES AND TOP CHORD BEARINGS). TOTAL PLATE AREA ■ 180 SO.IN. DOER NOT INCLUDE SPLICES OR END DETAILS. _ --- __.. . ._.. .-., .---. ..--. A.s�; " I `';•wc , j �� iMo . _.. 1 , :' � , ...... - REPINE ENGINEERED P RODUCTS INC. P.O. BOX 2225 POMPANO BERCH 33061 ' L 305 - 761•-3333 • • • 1X3 OVERLAPS z 5Xq OVERLAPS 1X3 • 3X6 FLUSH • 1X3 51(6 •FLUSH 1X3 3X5 DESIGN CRITERIA PCT-88 TC LIVE LOAD m 40.8 PSI' TC DEAD LOAD ■ 18.8 P8F BC DEAD TOTAL - • 55.0 PSF OUR. FACTOR 1.00 SPACING 24.8" OC I II.tiAX \ 1X3 : �MRX ' 5`O • PINE CLEAR SPA 4X2 TC 1 4X2 -� 3X8 1X3 I S OU T ABOU 1 1.5" Y -3X4 3X4 i ' 3X t E 1X3 3X9 27.0" . 1X3 • -- � 3X9 . 2X4 8S DKD 15ki *1 DKD 1541 *1 15% s * 2 19 , 112 DKD 15k1 42 DEN 191 *2 KD 15% 1 42 19> 1 11' 5 "i 11' 5". 11' 5". 11 5 ' " I 11' 5 "i 11' 5". 11' 5": 11' 5". 11' 11' 11' • ' 11 11' " 11'.'' 5 11' 11' 5" 11' 5" 11' 5" > 1.1 w 3X7 •. 24 "4 1 /r 1 1' 0.. MIN 2258F -1.9E1 2250F -1.6E, 1950FR1.5E. 11' 5". 11' 5". 11' S "i 11' 5" 11' 5" 11' 5" 11 S R MAX . • 1X3 1X3 3X9 V -3X5 • CLEAR SPAN = 11' 5" MAX 2X4 • LOADING 55.0/1.00 SPACING; 24.0 4)(2/4)f 2 • 2 PANELS DEPTH ' 12 0" . OHIO PLATE TYPE- - ALPINE _ ■IAIMPORTANTI * E DEVIATI ON FRDI1 E SPECIFICATIONS OR RNY DEVIATION FROM THIS DESIGN OH RNY FAILURE TO BUILD TIE TRUSS IN CONFORMANCE WITH THE 'QUALITY CONTROL MANUAL' BY TP1. ALPINE CONNECTORS I1RE MANLFACTUREO FROM 20 GAUGE GALVANIZED STEEL 'HAGS OTHERWISE SIIOVN, MEETING REQUIREMENTS OF ASIA A446 RADE G R. RPPLY CONNECTORS 10 80TH FACES AT EACH JOINT RND LOCATE R5 SHOWN. BEMIRING WIDTHS RILE 4' NOMINAL UNLESS OTHERWISE SHOVN. DESIGN STAOAROS CONFORM VITH APPLICABLE PROVISIONS OF .NOS-82 A+O ■TPI -7B WARNING T REQUIR EXTREME CARE 1N H -174CL ERECTION RND URRCING. SEE "BVT•76 [BRACING U000 TRUSSES: COMMENTARY A•O RECOMMENDATIONS - .TPI).SEE THIS DESIGN FOR ADDITIONAL SPECIAL. PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN,' TOP CHORD SFWLL BE LATERALLY BRACED VITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CHORD VITH RIGID CEILING DR BRACING AT MAXIMUM OF 10 FEET 0. C. 00 NOT USE THIS DESIGN WITH FIRE RETARDANT TREATED LINER. . I77 e r,L R • t y ,t ( Nuvwc F ' « F11 °L 1 41 �p'•� 3•' �� 4O i """' SPANS T O 2 f O n COPYRIGHT 19,82 0221 1/06/82 DRAW* 82 -001AW -193 °••TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICATION FOR 0000 CONSTRUCTION FURNISH A COPY OF THIS TO ERECTION CONTRACTOR A- M9 -SY42- • ••' • WEBS 4X2 *3 SOUTHERN PINE --- -UNLESS OTHERWISE SHOWN. aTy�t���, f •• fie,,,,, �. M OOY soF� 4 * **lM - 1 .: i " ` "" IMPORTANT " " "' SEE DRWG (1150 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS . RECOMMENDED CAMBER- -1/16 INCH FOR EVERY 6 FEET OF SPAN. NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. PLATES TO BE POSITIONED'1 /4" FROM OUTER EDGE OF CHORDS (EXCEPT PLATES ARE.TO BE FLUSH ON SPLICES AND TOP CHORD HEARINGS). TOTAL PLATE AREA 380 SO. IN. DOES NO IN SPLICES OR E D ETAILS. 1 REPINE ENGINEERED PRODUCTS INC. P.O. BOX'2225 , POMPANO BERCN,FLORIOR 33061 F 305 - 781-3333 • 1X3 OVERLRPS 2.5X4 OVERLRPS 1X3 4X0 FLUSH • 1X3 5X7• FLUSH 1X3 3X7 • DESIGN CRITERIA PCT-80 TC LIVE LOAD 40.0 PSF TC DEAD LOAD - 10.0 PSP ac DEAD TOTAL • 55.0 PSF OUR. FACTOR 1.80 .�...�..._.....•. ' mi 1sT I "MAX �_ i �.. -- . _.._ ii._• 1 "MAX ( 1X3 �i SO PI NE CLEAR SP 1X2 TC 4X2 C ftmIlliiiilli 3X12 1X3 3X12 .! .1X3 3X12 2X4 SS DKD 15%c 11 DKD 15%s 41 DEN 19%t 11 KD `15% s 11 19 c *2 DKD % 15%s *2 DEN 19%1 12 KD 158 s 12 19% 15' 11"; 15' 11"t 15' 11"s 1.5' 11" s 15' 11"; 15' 11 "s 15' 11"; 15' 11 "s 15' 3" s z. t--aen ■ I. SYM ABOUT LL 27 • • 3X8 • 1X3 i 1.5" E' W -3X4 1X3 3X6 1X3 2L � �� 1 1 1. , 1 0 MIN 2250E-1.9E: 2250F -1.6Es 1950F -1.5Es 15' 15' 15' 11 "s 11"; 11 "s 15' 11" 15' 11" 15' 11" CAC! 3X5 3X5 3X12 i � 2X4 LOADING 55.0/1.00 —` SPACING 24.0 , u -s20-3X7 . • CLEAR SPAN = 15' l 1 " MAX 4X2/4)C2 1 3 PANELS. DEPTH 12.0 " PLATE TYPE -- RLPINE _ g *IMPORTANT -� ENGINEERED OEVIRT INC. SHAL NOT ON FGOM SPECIFICATIONS OR ANY DEVIATION FROM THIS DESIGN OR FM FRILURE TU BUILD ME TRUSS IN CDNfORMINCE VIIH THE - DUALITY CONTROL MANUAL' BY I. ALPINE: CONNECTORS ARE MANUFACTURED FROM 20 GAUGE GHLVHNIZEO pl. STEEL UNLESS OTHERWISE SHOWN, MEETING REDUIREMENTS OF ASTM 8446 GRADE R. 11PPLY CONNECTOR6 10 BOTH FACES AT EMU JOINT RND LOCATE RS SHOWN. DEARING WIDTHS ARE 4" UNLESS OTHERWISE SHOWN. DESIGN STRNURNDS CONFORM WITH APPLICABLE PROVISIONS OF .NOS B2 RNO .TPI -70 :;ARMIN ERECT ION RE RNO R E BRHLING. GF' EE 1 'BYT!76' [BRACING WOOD TRUSSES: COMMENIRRY RND RECOfIIENDRTIONS- ' r •1P1).SEE HAS DESIGN FOR ADDITIONAL SPECIAL PERMANENT Is, BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP rwu a CHORD SHALL BE LATERALLY BRACED WITH FRQPERLY (UMBEL) j s+cAlP,nE G PLYWOOD SHEATHING, BOTTOM CHORD WITH RIGID CEILING g ^�+++ea 11, OR BRACING AT MAXTMUM OF 10 FEET 0. C. 00 NOT USE ,.•. C.I9421.7.t ,.� THIS DESIGN WITH FIRE RETARDANT IRERTED LUMBER. c i is is�� S PANS • T O i 6 G �� COPYRIGHT 1982 I 2222 1/06/82 DRAWL •82 �w..� r r___•.�T'•_...- _� — . —. ._..._ . •--TPI - TRUSS PLATE INST11U1E, NOS - NATIONAL DESIGN SPCC!FICRTION FOR WDOO CONSTRUCTION • " ° "'" rw-►r.- ..+nw•w.+wn••++.'•r .. �. � •. _. w.._. ^w t _�w,�r•••.... -_r ...�_T� .n�s�- wm�•rva wf.�e+.e- :- r^b• -'t•. -. - •..T -T - �-•s•e- T.,•,.r•_++.- 1f•ea• .. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A—M9 -5Y42- 55/1.00- 40 +10+ 5— 24 . - • • ' • I ' ' - WEBS 4X2 #3 SOUTHERN PINE---- UNLESS OTHERWISE SHOWN. t.s '.‹.0'%f a I ` WEB #3 SP #2 [ T018' t T021' S x+ i ( 1 ) 1 1 , ,,, } *" "IMPORTANT* ** SEE DRWG #150 FOR PLATE LOCATION AND ORIENTATION ON TYPICAL JOINTS. RECOMMENDED CAMBER- -1/16 INCH FOR EVERY 4 FEET OF SPAN. NO WANE OR KNOTS SHOULD OCCUR IN THE PLATE CONTACT AREA. PLATES TO BE POSITIONED 1/4" FROM OUTER EDGE OF CHORDS (EXCEPT PLATES ARE TO BE FLUSH ON SPLICES AND TOP CHORD BEARINGS). TOTAL PLATE AREA - 506 SQ.IN. DOES, NOT INCLUDE SPLICES OR END DETAILS. p,. ."., , " iiii.Q r REPINE ENGINEERED PRODUCTS INC. P.O. BOX 2225 . POMPANO BEACH,FLORIOR 33061 FL 305- 781 -3333 _ r CRITERIA DESIGN PCT -80 TC LIVE LOAD - •40.0 PS? TC DEAD LOAD ■ 10.0'PSF BC DEAD LOAD - 5.0 PSF TOTAL P 55.0 28? OUR. FACTOR 1.00 24.0 SPACING __..._._��w_... • • X3 OVERLAPS 2.5X4 OVERLAPS 1X3 4 8 FLUSH 1X3 5X8 FLUSH 1X3 4X8 NNN I � \I : /. I- -; .� i I I 1X3 / �, � -MAX I I►\I � _ SD � . PINE 8S DKD 151. #1 DKD 154. #1 DEN 19%. #1 KD 151 4i1 191 #2 DKD 151. #2 DEN 191 #2 KD 154 *2 19% r_ _. CLEAR SP] NS 1 .'"...1 ,. ■♦ CA \Il�i 4X2 TC 19' 9 ". 19' 9" 19'• 5" 19'''5" 18' 7 " 19' 0" 17' 11" 17' 10" 16' 5" 4X2 BC 19' ' 19' 0' 18' 7" 17' 10" 17,_ 5 " 17...38" 1.1" 3" 16' 7" 15' 11" -- �� �� . _ _ 4X14 1X3 4X14 1X3 4X14 .-• 2X4 R SYM 11.5 ", W - 3X6 3X4 3X4 1X3 3X8 27.0" • _ 11 -3X4 1X3 4X1D . • , 2 - Z ( 1> � .d 1' 0" MIN # + MAX' 2250F -1.9E. 2250F - 1.6E. 1950F -1.5E. 19' 9 ". 18' 8 " 18' 3 ". 19' 9" 18' 8" 18' 3" 11 S R - s. 1.5X3 1.5X3 3X8 4X14 -j - 2X4 • VERTICAL OF EACH TRUSS WITH 3 -10D NAILS N =820 -3X7 LOADING 55.0 /1.00 SPACING 24.0" ' CLEAR SPAN = 19' 9" MAX PLATE TYPE-- RLPINE + 2X6 STRONGBACK BY OTHERS - -- ATTACH TO X2 4 PANELS DEPTH ' 12.0" *IIMPORTANTII E D EVI ATION FROM SPECIFICATIONS OR RNY DEVIATION FROM THIS DESIGN OR RNY FRILURE 10 BUILD THE TRUSS IN CONFORMANCE. WITH THE 'DUALITY CONTROL ANNUAL' BY TH. [Y PINE CONNECTORS RAE M1IIWFACIUHE0 FROM 20 GAUGE GALVANIZED STEEL UNLESS OTHERWISE SHOWN, MEETING REQUIREMENTS OF RSTM 8446 GARDE H. RPPLY CONNECTORS TO BOTH FACES AT EHCII JOINT AND LOCATE RS 61IUWN. BEARING WIUTIIS RUE 'l NOMINAL UNLESS OTHERWISE SHOWN. DESIGN SUNTAN); CONFORM WITH RPPI_ICROLE PROVISIONS OF .NOS-02 AND .TPI -7O WARNING TRUSSES REQURE I EXTREM IN HANDLING, ERECTION O U I URRCIE CAR NG . SEE ' NOLINC ' [BRACING WD00 TRUSSES: C01111ENTRRY RAO RECOMMENDATIONS - .TPII.SEE THIS DESIGN FOR RODITIONRL SPECIAL PERMANENT BRACING REQUIREMENTS. UNLESS OTHERWISE SHOWN, TOP CHORO SHALL BE LRTERRLLY ORHCEO WITH PROPERLY ATTACHED PLYWOOD SHEATHING, BOTTOM CH0R0 W1111 R1G10 CEILING OR BRACING RT MAXIM OF I D FEET 0. C. 00 NOT USE THIS DESIGN WITH FIRE RETARDANT TREATED LUMBER. t S: rw u //7 t( } Ct w"IC '1. E•[9 -. —, « F � c itii e, -""' SPANS T O q 2 0 • `E .. • COPYRIGHT 1982 ' 0223 .--TPI - TRUSS PLATE INSTITUTE, NOS - NATIONAL DESIGN SPECIFICRTIQN FOR W000 CONSTRUCTION 1/06/82 DRAW #: 82 - 001AW - 195 FURNISH A COPY OF THIS DESIGN TO.ERECTION CONTRACTOR .` A- M9 -8Y42- 55/1.00- 40 +10+ 5- 24 . , Lumber to be as specified on truss design Level Soffit Detail For Slopes 2.5/12 & Greater Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1 /8 "xl" steel strap anchor. embedded in tie beam and bent over Top Chord (Bottom:Chord on cantilevered trusses) and secured with 3 -16d nails. Other equiv- alent methods may be used. Soffit members over 36" long shall be fastened to a 2x4 treated ledger with framing anchor; ledger to.be bolted to wall every 48" (every 24", for overhang greater than 48 "). 12" • 24" . • •36" Vertical lx3's 1x3 with 1x6 or wedge with lx6 lx3 ► - : ±4 . �L� 2x4 1/4" clearance "TIN ..-_-4 wedge .� .z. • 1x3 ��� �'� 12" 4 - or 2x 2x4 or 2x3 13" to 24" 2x4 8" �• shim solid (typical) max. shim solid (typ.) Over 24" to 36' max. 48" 2x4 Sub - Fascia 72" *Block optional 1x3 2x4 Cantilever With Overhang Soffit See Cant. Truss Design . c antilever & Level Overhang Length • *Block optional I. 1x �`� 3x4 '=' Sub-Fascia 2.5x4 1 2.5x4 -' N lx3's ' shim : isolid (typ. ) 36" 72" Max. - ' 24" Shim Solid (, �' - "� " or 2x — 1x3 • ►J x or x • Over 36" to 48" lx3 Over 48" to 72" .x. • 'ax. *Required With 2x3 Level Return r4 0 0:0 0: c1 fl o a 0 0 • o o • , •0 0 0 • _ a = STANDARD = o ° 0 0 0 0 0 oC+ ALPINE a o o o • OVERHANG DE.TAZL RLPINE ENGINEERED PRODUCTS, INC. P BOX POMPANO BERCH,FLORIO ORIDR 33061 305 -781 -3333 • c c = c•- ° T o TRUSS ° ° DRWG. A104 1. FURNISH A COPY OP THIS DESIGN TO ERECTION CONTRACTOR • 1.. 11' 11 • : II 5� RLPINE ENCINEEREO PRODUCTB P.O. ROx 2225 POt1PfWD EIEfCII 33001 305 -701 -3333 COPYRIGHT 1983 A105 1/4/83 Top Chords 12 So. Pine,.Fir- Larch, Item -Fir, or 1450f -1.3E SPF ' * *Uot-Chordt 2x3 13 So. Pine, Fir- Larch, or Item -Fir Webs 2x4 or 2x3 13 So. Pine, Fir- Larch, or Item -Fir Cut from 2x6 or larger as req'd. 4 -0 -0 1 2x4 4x4 8 -0 -0 1x3 2x4 . 4x4 8 1x3 4x4 /spl ' 20 -0 -0 I 1nu6R 31 O 1.1 ... ..7 J 17 1 a 64 6. O 2x4 12 -0 -0 or 16 -0 -0 1:3 c1 c , NOTE IMPORTANT��:, *1 ►.4t awe* Imo ',towel 010 Out► Not nNe I1lartl4N$t( Ian ANY OEVIA110H /AMA 1111411 SPI CA MAI IONS ON ANY DEVON 10N 1 ROls M / 013101N ON AN 1 'MUM 10 Dump ma muss IN coIIOA►wNc1 um 114 vim 1T V GOWN* wwwt- AT t h AI rM N t cut NtGioi1 MS NANLIACRNILL IRON % GANGS DAIV*MZtD tnt► IAAts3 01111Aw114 Doom. mama NIXmLIAIH111 Of ASSN ANN1 MADE A. Array ca.4ECr0ft3 10101111ACE11 At &ACII J0i41 Ann WOAD AS $1 WIN /1AMN4 MOIl13 MIS r IOUNIAt NIA SS 0II4RwNUE SNOWS OE$hx4 IIMNUAIRit COIMOHN VAIN ornICAMI turn3 (JU$ Of 14311 Aim IN I1 1r1 • must H A1I1HIt11UII ;NOS • NAIIONAl0( 11016♦ fCIIICA110N►OAW000C0NI1AUCT10N. Truss Top Chords under a Valley Set must have sheathing attached to them with nails spaced per code requirements 1 OR * A.scab must be attached to each truss Top Chord for • tha full extent of the Valley area; attach SCABS to Truss. Top Chords w /16d nails @ 12" o.c:; SCABS to be same size as Truss Top Chord, and of 12 grade or better OR + If Truss Top Chords are 2x6 or greater, then 1x4 CLB's (Item -Fir or Better) positioned between the Valleys and attached to the underside of Truss Top Chords, may be used instead of SCABS. CLB's must extend to and be attached to let Truss that has ' sheathing directly attached to it @ each end of Valley. Attach CLB's to each truss w /(2) Bd nails. CLB's may be staggered to'cover longer Valleys. Truss Top Chord 2x4 SECTION A -A • 11 H a1.0 t " AI EC 110 aumi Fault U •*W •1�11'I ACRW *non IM • 9 IE nal Divan rOn 1A r110NA1 all IAl r*Nakt IM CMNO EOIME• NIJ3 to USA 1,t$. 3 MIow•l e c: or Stall 11 IAI`AAIL oi*as VAIN � ► M Uil O ' PEHo r An ftin ;x10 111EA11IWN0, UNS1 C 11 i 013J014 IMN l An ,tIIDA � IN 01 / 1 11IEA110 I WA#NWJ1 16d toe -nail • * *2x3 cut from1 into each truss / n ominal 2x6 same L ���pitch 12 as roof E. VALLEY DETAIL FURNISH A COPY OF THIS DESIGN TO ERECTION coN"PRAcron CO 4M04 T Lam• ES 4 kl La ,ILL VALLEY;SET COMMON TRUSSES TYPICAL FRAMING PLAN -2x1 Cats 1X3 17' 5" 3.50" II m € € � 5X4 17' 5" MIN BRG SPAN 3.50" 17' 5" 4X4 17' 5" 5111 ABOUT 17' 5" MAX PLATE TYPE -- RLPINE GENERAL NOTES UNLESS 1HESE SPECIFICATIONS FOR LEMUR AND ALPINE CDNEC1OR.. ARE FOLLOWED AND THE TRUSSES BUILT IN CONFORMANCE WITH "OURLITY CONTROL nRN1Po.` BY •TPI, IHERE SHALL BE NO W►VlUFINTIES OF !HIS DESIGN, EXPRESS NI IMPLIED. ALPINE CONI)EClO119 FVIE MI1NUFACIUREO FROM 20 GAUGE GIY.VFWIlEO STEEL UNLESS O111ERWlSE SHOWN, MEETING REDU1REIti NTS OF non R446 GRADE R. FY'PLY CONNECTORS 10 UDIH FACES Al EACH JUINI AND LUCRE RS SHOWN. BEARING 1110116 HIIE 4 NOMINAL UNLESS OTHERWISE SHOWN. OEGIGN STANDARDS CONFOIIM WITH APPLICABLE PROVISIONS OF .ADS-77 RN0 211 -70 .-•TPI — TRUSS AERIE INSTITUTE, PAGE 47 2X4 17' 5" 7� 2 EQ. TC PANELS 2 EQ. BC PANELS MEASURED FROM INSIDE SCARFS WARNING = 111N0 E UEIIC NIL. CRRSEEN II"UW1 -16` IWHIICING WOOD TRUSSES: CUfV1ENTHRY AND HECOI .TP11. SEE 1HIS DESIGN FOR RD01110NRL SPECIRL BRACING REOU111EMENTS. UNLESS OTHERWISE SHOWN, 10P CHORD SHALL BE L.RTERRLLY BRACED 01111 PROPERLY RTTFCHE° PLYWOOD SHEATHING, BOTTOM CHORD W1111 RIGID CEILING OR BRACING AT 00XInJn OF 10 FEET 0. C. 00 NOT USE THIS DESIGN 411111 FIRE HEIRRORNT TRERIEO LUMBER. NOS - NRTIDNRL DESIGN SPECIFICRTION FOR W000 CONS1RUCT10N FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR d WEB NOTES WEBSa 2X4 #3 HEM -FIR, FIR-LARCH, OR SO. PINE. DASHES SHOW DIRECTION OF ELONGATED HOLES IN PLATES ON TYPICAL CONTINUOUS JOINTS mMs ,.1,,,.,.....141.. F 1C4% 7 : -s �'4'''•FIOR1pP.� SS SS SS SS #1 #1 #1 #1 #2 #2 #2 #2 O 0 0 C! 0 0 0 0 0 0 O 0 /� 0 O 0 0 0 0 0 I k RUS S�� RLPINE ENGINEERED PRODUCTS,INC. P.O. BOX 2225 POMPRNO BERCH,FLORIOR 33061 305 -7B1 -3333 DESIGN CRITERIA TPI TC LIVE LOAD = 30.0 PSF TC DEAD LOAD " 15.0 PSF BC DEAD LOAD 10.0 PSF TOTAL ■ 55.0 PSF DUR. FACTOR 1.33 SPACING 24.8 ",OC SO. PINE DEN KD DEN KD DEN KD DEN KD DEN KD DEN KD OVERALL SPANS 2X4 TC 17' 16' 16' 16' 16' 16' 15 15' LOADING 55.0/1.33 2X4/2X4 221tDS KI 5" 11" 5" 0" 7" 0" 8" 0" 15' 5" 14' 10" 14' 6" 14' 8" 2X4 BC 17' 17' 17' 17' 17' 17' 17' 17' 17' 17' 17' 17' 0 0 0 0 co 5 11 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" 5" SPACING 24.0" PITCH � 1 "0/12 SPANS TO 17' 5" COPYRIGHT 1979 , 4000441 5/18/79 DRAWA4O8 y 4' " �44 A -M1 -COMN- 55/1.33-30+15+10- 24 PAGE 52. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A- MI -COMN- 55/1.33- 30 +15 +10- 24 WEB NOTES WEBS: 2X4 *3 HEM -FIR, FIR - LARCH, OR SO. PINE: HIGHER GRADE WEB AND CLB REQUIRED WHEN SPANS EXCEED: o ° o ° ^° ° ° ° G ° o ° • ` ° Q o ° ° � STRNDARD � p i o :=1 o 0 0 0 ° ° o Q a ALPT 0 4X6 3X6 3X4 40' 3" 38' 8" 35' 2" 4X6 3X6 3X4 40' 3" 38' 8" 30' 0" R80UT 2X4 WEBSIH 5X6 5X4 45' 3" 34' 2" 1 4 (1 ) 5' 1 B ■CLB ■1X4 CONT. LATERAL BRACE ATTACH CLB TO EACH WEB W /2-8D NAILS I C °o I RUS S ° 7 ° CM 01,44 ,� ++ ■ BLOCK REQUIRED WHEN PLATE PROJECTS MORE THAN ONE INCH • LOCATE TOP CHORD OFF -PANEL SPLICE WITHIN 6" OF PANEL 1/4- POINT. RLPINE ENGINEERED PRODUCTS P.O. BOX 2225 POMPANO BEACH 33061 305 -701 = 3333 5X5 5X4 4X4 40' 3" 34' 8" 30' 0" 5X4 40' 3" 3X4 2.5X4 40' 3" 35'15" .+ DESIGN CRITERIA TPI TC LIVE LOAD o 38.5 PSF TC DEAD LOAD 15.0 PSF BC DEAD LOAD 12.2 PSF DUR. FACTOR TOTAL 55.0 PSF 1.33 SPACING 24.0" OC s CI �' 1.5X4 1.5X3 1X3 40' 3" 34' 0" 30' 8" DASHES SHOW ��� DIRECTION OF �►., "�,y,T ELONGATED s t :� � �� HOLES IN 1 � (1) €p PLATES ON TYPICAL CONTINUOUS JOINTS • PINE OVERALL SPANS �.. ` 2X4 TC 2x4 BC WI r - -I+ N 114 SS DEN KD SS DEN SS KD SS *1 DEN KD *1 DEN 1Y1 KD *1 *2 DEN KD *2 DEN *2 KD *2 45' 3" 39' 5" 38' 8" 37' 5" 39' 2" 37'' 36' 9" 11" 35' 11" 33' 10" 33' 4" 31' 1" 40' 3" 48' 3" 48' 3" 48' 3" 40' 3" 45' 3" 38' 11" 37' 3" 38' 8" 36' 6" 34' 6" 32' 3" c.. 6 EQ. TC PANELS 4 EQ. BC PANELS MEASURED FROM 4X8 3X7 3X6 48' 3" 34' 0" 29'10" 3X4 2.5X4 40' 3" 34' 3" 3X9 3X8 3X7 3X6 40' 3" 39' 1" 34' 3" 29' 5" INSIDE SCARFS „ MIN BRG SPAN _l =" 3.50" 42' 3" 6X8 5X7 5X6 40' 3" 34' 0" 29'10" 5X7 5X6 5X5 40' 3" 38' 0" 32' 1" LOADING 55.0/1.33 SPACING 24.0' ' 5X6 4X6 3X5 40' 39' 3" 29' 5" 40' 3" MAX 2X4/2X4 64WBS MP PITCH 4.0/12 PLATE TYPE -- ALPINE UNLESS THESE CPECIFICATIDNS FOR LOADER FIND GENERAL NOTES ALPINE CONNECTORS ARE FOLLOWED AND THE TRUSSES BUILT IN CONFORM/WE WITH "000 CONTROL flf ut BY •IPT, IIICRE SITAR. OE NO WIYtHIINiIES OF THIS DESIGN, EXPRESS ON IMPLIED. ALPINE CIINNECTIXIS IiOE IIINI1=FIC111REU FROM 20 GAUGE GALVANIZED STEEL UNLESS D0IICRWISL SHOWN, MEETING REQUIREMENTS 1* RSIn 0446 GRADE A. APPLY CONNCCTONS TO 0011 FACES Ai EACH JOINT 8M LEGATE AS SHOWN. DEIIRING WIDIIIC BIRE 4' NOMINAL UNLESS OTIIERWISE SHUN. DESIGN STANIVIRD'.; CONFatn WITH 111'I')ICIIBLE PROVISIONS 0 .NOS-77 ANA .TPI-70 TRUSSES REOUIRE EXTREME CARE IN FONDLING, ERECTION MO BRACING. SEE 11111-7S' WARNING FI1 (BRACING UIXD TUS&ES: CDENTRRY AN) RECOMMENDATIONS - .TPI). SEE THIS DESIGN Fat ADDITIONAL SPECIAL BRACING REQUIREMENTS. UNLESS 01HERVISE SHOWN, TOP CHORD SWILL BE LATERALLY BRACED WITH PROPERLY RTTFICHEO PLYY000 SHEATHING, BOTTOM CIUIO VITA RIGID CEILIFC OR BRACING AT HOXIMUn OF 10 FEET 0. C. DO NOT USE THIS DESIGN 01111 FIRE REIIYIORN/ TREATED 11.818E0. ; If p•' : �E.S• t Q- ..' -- '• J Q l ` qlS � ' N.2fi /]6 • 01 /r "ii sl..•. F P, 70 O ff; % ,., ' ° • • : • • s - SPANS TO 40 3 COPYRIGHT 1979 1 4000446 3/23/79 DRAW# 1458,546 1' - TRUSS PLATE INSTITUTE, NUS - NATIONAL DESIGN SPECIFICATION FOR YOOO CONSTRUCTION "/,,. ' ',�•. . $ ,, , E RE . D 1NC'1. PAGE 52. FURNISH A COPY OF THIS DESIGN TO ERECTION CONTRACTOR A- MI -COMN- 55/1.33- 30 +15 +10- 24 FLORIDA ENERGY EFFICIENCY CODE Effective: June 1, 19811 FOR BUILDING CONSTRUCTION Model: SECTION 9— RESIDENTIAL POINT SYSTEM METHOD DEPARTMENT OP COMMUNITY AFFAIRS FORM 900 -A-84 CUMATE ZONES SOUTH 7 8 9 This form may be used to demonstrate compliance with the Energy Code for new single - family detached or multifamily attached dwellings under Section 9 of the Energy Code. An altemative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less. is provided in Section 10 of this Code. Only dwellings which are above ground frame (wood siding, brick veneer, etc.) or concrete wall type construction may be calculated using Sections 9 and 10. Other types of construction must comply under Section 4 or Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code. Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs, Energy Code Program, 2571 Executive Center Circle East. Tallahassee, Florida 32301. PROJECT NAME AND ADDRESS: GLlc�t=.g�l.c.. 1'�=.. r 1'Z K X �. E. � L Miami, F10I'ida • CIRCLE CLIMATE ZONE: 7 0 9 PERMIT NO.: BUILDER: CI.cNE C L_c. OWNER: tNCUCc..�. PERMITTING OFFICE: Dade County JURISDICTION NO.: 2 0 0 DETACHED n ATTACHED IF MULTIFAMILY, NO. OF UNITS COVERED BY THIS CALCULATION: SEPARATE CALCULATIONS ARE REQUIRED FOR EACH WORST CASE UNIT TYPE. CHECK IF THIS CALCULATION REPRESENTS A WORST CASE CONDITION. GLASS AREA AND TYPE CLEAR SGL DBL TINT, FILM,SOLAR SCREEN 1 13,11171 SGL DBL CBS NET WALL AREA AND INSULATION R= FRAME R= a '4 r) CONDITIONED FLOOR AREA CEILING NSULATION UNDER ATTIC SGL ASSEMBLY �n 310 l ■ R= IT COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM M CENTRAL ROOM PACKAGE TERMINAL AC NONE EER/SEER = 1 1 I l l ELECTRIC STRIP n GAS OIL SOLAR HEAT PUMP: COP = L_ fl OmER: NONE ELECTRIC RESISTANCE HEAT RECOVERY. n DED. HEAT PUMP: COP I 1 OTHER' n SOLAR GAS CALCULATED E.P.I.: In accordan a with Section 553.907 F.S., I hereby certify that the plans and :pen. covereb by this ralcu(ation are in compliance with the Ronda Energy Code. 1.A 1 .� / Q' " '.�/s7'�, • 1 DATE: lavar rno.i n,11 c •..w T 3 —Z(' - sir 191 1 CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS Review of the plans and specifications covered by this calculation indi- cates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance w ith Section 553.908, PS. BUILDING OFFICIAL' DATE: 9A PAESCP.IOTIV2 MEASURES (Must be met or exceeded by all residences.) MINIMUM REQUIREMENTS REQUIREMENTS COMPONE.NT`3 CHECK TO INDICATE COMPUANCE WINDOWS (903.1) DOORS (903.1) EXT. JOINTS d CRACKS (903.1) CEILING INSULATION (903.9) WATER HEATERS (903.2) SWIMMING POOLS (903.3) HOT WATER PIPES (903.4) SHOWER HEADS (903.5) HVAC DUCT CONSTRUCTION (903.6) MAXIMUM OF 0.5 CFM per UNEAR FOOT OF OPERABLE SASH CRACK. MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. ✓ TO BE CAULKED. GASKETED, WEATHER - STRIPPED OR OTHERWISE SEALED. MINIMUM OF R -19. MUST BEAR ASHRAE STANDARD 90-80 LABEL OR A MAX. 4 WATTISO, FT. STAND -8v LOSS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT VALVE (GAS) MUST BE PROVIDED. IF HEATED BY OTHER THAN SOLAR. MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NONCOMMERCIAL POOLS MUST BE EOUIPPED WITH A POOL PUMP TIMER. 1...— 1+" N ip INSULATION IS REOUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES. PIPING HEAT LOSS SHALL 8E UMITED TO A MAX. OF 17.5 BTU rH PER LINEAR FOOT OF PIPE (SEE 504.4). (4 /F\ WATER FLOW MUST 8E RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4.2. WINTER GROSS WINTER = POINTS AREA x WPM ;.i. I , 10.9 34'1 4 CONCRETE 8.6 R 0-2.9 R 3-5.9 5.0 R 11 -18.9 R 19 & UP 4.4 BRICK COMMON 9.6 R 26 & UP COMMON 2.5 COMMON 1.5 1.1 2.7 SUMMER GROSS SUMMER = POINTS AREA x SPM 3 ($ 24.8 `1 ?O1 7 .F CONCRETE 17.5 R 0-2.9 R 3-5.9 15.0 R 11 -18.9 R 19 & UP 13.9 BRICK COMMON 30.5 , R 26 & UP COMMON 13.9 COMMON 8.6 6.5 3.8 COMPONENT I WALLS R 0-6.9 R 7 -10.9 R 11 -18.9 R 19 & UP CONCRETE n 0 z n 3, 2 R 0-2.9 R 3-5.9 R 6 -10.9 R 11 -18.9 R 19 & UP R 1'.0 -18.9 BRICK COMMON VENEER COMPONENT I WALLS R 19 -21.9 80-2.6 R 22 -29.9 R 2.7 -3.9 CONCRETE R 4.0 -5.9 R 6.0 & UP FRAME R 0-10.9 OR R 1'.0 -18.9 BRICK R 19 -28.9 VENEER R 26 & UP COMMON 1 CEILING I WOOC OR METAL R 19 -21.9 UNDER R 22 -29.9 ATTIC R 30 & UP R 6-7.9 R 8-9.9 SINGLE R 10 -11.9 ASSEMBLY R 12 -18.9 NO ATTIC R 19-21.9 COMMON r su ooa 1 WOOC OR METAL INSULATED STORM DOOR • COMMON FORM 1.84 RESIDENTIAL CALCULATION CUMATE ZONES 7 8 9 EDGE INSULATION R 0-2.9 Lf, a z PERIMETER R 6 & UP O 83-5.9 2I 30i 6. PERIMETER 86.5 84.0 44.6 21.6 1.9 ..'134). 1.7 1.5 5.4 4.0 3.5 2.5 I 1.9 1.7 5.8 2.4 2.1 1.4 2.3 1.5 1.7 WPM 28.3 6.8 4.3 3.4 1 i 20.4 12.4 • 4'z 3 4 55.4 114 3. 4 22.2 44.3 6.9 2,6 440 8.4 26334.4 7.6 5.5 1 22.6 17.3 .14.6 1 10.6 I 8.4 2.0 6.6 2.9 2.3 1.5 8.2 5.7 3.6 2.9 1.9 2.0 4 3c 1 2-��- t.W a L. L. • � v F 45" 2.- t r) 1"4 1 ✓.a .1.. 1 z S 34 , �I 1i • S 41- 7 z . 2 ? , - f? G'5 , 4 w 2 4a 4- 343, Z C L..) 1 • 11 31 et. , t- a eZ tom) L_ F — 4 .. -rep TePTA c_ 34IC Pt 1G t\reg. 5c Noe. A% _ fi r: , tee. �yG 4-? n• it. Lt 10 . gR 14 44 . A- L c R•ee S 1to , S E �. Gn 141. 5 1521.89 To TA L. C L.A 5 3 19 In accordance with Section 553.907 F.S., I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. / J� �I , 4 � r OWNER/AGENT `" '''� l . ` � ' -J I pi, " ' Review of the plans and specifications covered by this calculation indi- cates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL DATE: 3 -2 -6 GATE• PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences.) MINIMUM REQUIREMENTS CHECK TO INDICATE COMPLIANCE COMPONENTS REQUIREMENTS WINDOWS (903.1) MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. ✓ DOORS (903.1) MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. V EXT. JOINTS & CRACKS (903.1) TO BE CAULKED, GASKETED, WEATHER - STRIPPED OR OTHERWISE SEALED. ✓ CEILING INSULATION (903.9) MINIMUM OF R -19. ✓ WATER HEATERS (903.2) MUST BEAR ASHRAE STANDARD 90-80 LABEL OR A MAX. 4 WATT/SO. FT. STAND -BY LOSS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT-OFF VALVE (GAS) MUST BE PROVIDED. I / SWIMMING POOLS (903.3) IF HEATED BY OTHER THAN SOLAR, MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON - COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. N / HOT WATER PIPES (903.4) INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES. PIPING HEAT LOSS SHALL BE LIMITED TO A MAX. OF 17.5 BTUsIH PER LINEAR FOOT OF PIPE (SEE 504.4). ('I /A SHOWER HEADS (903.5) WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. '.---- HVAC DUCT CONSTRUCTION (903.6) CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R -4.2. HVAC CONTROLS (903.7) A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM Submit 3 copies of this Form COMPLETELY FILLED OUT with your Plans. FORM 1000 -84 CENTRAL ROOM PACKAGE TERMINAL AC EER - SEER NONE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION ELECTRIC STRIP (- OIL I 1 1111 HEAT PUMP: COP = OTHER: SECTION 10— RESIDENTIAL PRESCRIPTIVE COMPUANCE METHOD OEPARTMENT OF COMMUNITY AFFAIRS The Section 10 Residential Prescriptive Compliance Method may be used to demonstrate compliance with the Florida Energy Code for new single - family detached residential buildings, new multifamily attached residential buildings of three stories or Tess, and additions to single - family and multifamily residential buildings. Compliance by this method is achieved by meeting or exceeding each of the efficiency levels and standards contained in Section 10. No substitutions or variations less than the established efficiency levels and standards are permitted. All residential buildings also must comply with the prescriptive measures described in Section 9, 903.1 through 903.10 and listed below. PROJECT NAME AND ADDRESS: BUILDER: \J. CLIa.1F_P 12 X X N . E °, 27 Si Miami, Florida vJ• OWNER: PERMITTING OFFICE: Dade County CIRCLE CLIMATE ZONE: 1 2 3 4 5 6 7(8O 9 PERMR NO.: JURISDICTION NO.: 2 1 0 0 0 NEW CONSTRUCTION — MULTIFAMILY ATTACHED (THREE STORIES OR LESS ONLY): PACKAGE A B ❑ NEW CONSTRUCTION — SINGLE - FAMILY DETACHED: PACKAGE A ® B ❑ ADDITION TO MULTIFAMILY ATTACHED BUILDING: PACKAGE C ❑ ADDITION TO SINGLE - FAMILY DETACHED BUILDING: PACKAGE C ❑ GLASS AREA AND TYPE CLEAR SGL DBL TINT. FILM.SOLAR SCREEN 9 SGL DBL CBS NET WALL AREA AND INSULATION R= FRAME R= 3 8 6, 3 3 CONDITIONED FLOOR AREA CEILING INSULATION UNDER ATTIC 3to;H1 R= 9 SGL. ASSEMBLY R= COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM GAS n SOLAR 11 11 NONE i ELECTRIC RESISTANCE s HEAT RECOVERY DED. HEAT PUMP: COP = Effective: Jtme 1, 198. ALL CLIMATE ZONES SOLAR GAS OTHER* COMPONENT MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION:COMPLI ANC E PACKAGE A MINIMUM REQUIREMENTS FOR NEW CONSTRUCTION:COMP± IANCE PACKAGE a • MINIMUM REQUIREMENTS FOR ADDITIONS COMPLIANCE PACKAGE C REOUIRED LEVEL INSTALLED LEVEL REQUIRED LEVEL INSTALLED LEVEL REQUIRED LEVEL INSTALLED LEVEL 7, 8, 9 I srnr CONCRETE R -2.7 R- -3 R- R -2.7 R -11 R• R- R -2.7 R -11 7.8 R- FRAME OR BRICK VENEER R -11 R- R -19 R- R -19 INTERIOR ATTIC PARTITION WALLS R -19 R- SEER. SEER: CENTRAL SYSTEM HEAT PUMP (SEER) 7.8 7.8 1 �a I I EXTERIOR DOORS SOLID W000, METAL, OR GLASS TYPE: I Sal Id 4.),,:t% Li SOLID WOOD. METAL, OR GLASS TYPE: SOLID W000. METAL, OR GLASS TYPE: ROOM UNIT OR PTAC (EER) 7.5 I CEIUNOS R -19 IR- ,g 1 R•19 1 R- 1 R -19 I R- 7.5 7.5 EER: OVER UNCONDITIONED SPACE R -11 R- R -11 R- R -11 R- av,o GLASS AREA MUST NOT EXCEED: SINGLE PANE CLEAR GLASS 15% OF CONDITIONED FLOOR AREA % NOT ALLOWED 15% OF CONDITIONED FLOOR AREA .e SINGLE PANE: TINTED, REFLECTIVE FILM OR SOLAR SCREEN. 17% OF CONDITIONED FLOOR AREA / % 31 n "( 17% OF CONDITIONED FLOOR AREA % UNLIMITED •• DOUBLE PANE CLEAR GLASS 18% OF CONDITIONED FLOOR AREA % 18% OF CONDITIONED FLOOR AREA % UNLIMITED -e DOUBLE PANE: TINTED. REFLECTIVE FILM OR SOLAR SCREEN. 20% OF CONDITIONED FLOOR AREA % 20% OF CONDITIONED FLOOR AREA % UNLIMITED °• OK OK 12.2 9: own ALL NEW DUCTS MUST BE INSTALLED IN CONDITIONED SPACE. OK INSULATED WITH R -4.2 OR GREATER R- ALL NEW DUCTS MUST EITHER BE INSTALLED IN COND. SPACE. OR INSULATED WITH R -4 2 R- 1 wuu4 onwo6 1 CLIMATE ZONES: 1, 2, 3 4, 5, 8 7, 8, 9 1 1 II 8.0 4, 5, 8 8.0 7, 8, 9 1 2, 3 4, 5.6 7, 8 CENTRAL SYSTEM STRAIGHT COOL (SEER) 7.8 7.8 7.8 SEER: 8.5 SEER: 7,.8' 7..8' 7,8' 7.8' 7.W 7,8' SEER. SEER: CENTRAL SYSTEM HEAT PUMP (SEER) 7.8 7.8 //'°°�� L7.Q,/ SEER: 2 ' 8.0 7.5 8.0 7.8 SEER: ROOM UNIT OR PTAC (EER) 7.5 7.5 7.5 EER: 7.5 7.5 EER: 7,5' 7.5' 7,5' EER: waiwc 0141110 CLIMATE ZONES: 1 2, 3 4, 5, 6 7, 8, 9 �' 1. 2, .3 NOT ALLOW 2.2 74% MIN. STATE EFFICIENCY (NOT AFUE) 2.7 5, 66 7,_8 9 OK 22 ZONES 7 8 CO P. 1. 2. 3 4, 5, 6 7. 8. 9 RES TAINCETRIP) OK OK OK 12.2 9: OK OK OK ROOM UNIT OR PTACICOP) 2.2 2.2 2.2 COP: 22' 2 2' 2.2' COP GAS OR OIL FURNACES: FORCED AIR OR LOW PRESSURE STEAM OR HQTIWATER BOILER 74% MIN. STEADY- STATE EFFICIENCY (NOT AFUE) 2.5 1 2.5 2.5 STEADY 12.7 - % '74% MIN. STATE (NOT AFUE) 25' STEADY. EFFICIENCY 2.5' 2 5' COP. CENTRAL SYSTEM HEAT PUMP (COP) COP: I 2.5 _ COP: FORM 1000-84 RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD 'APPLIES TO NEW EQUIPMENT BEING INSTALLED AS PART OF THE ADDITION. NOT TO ANY EXISTING SYSTEM. ALL CLIMATE ZONES R = 4.2 -4.9 ' t(.( pr .0 %a/ IIIIIVILNUI 1.14 I ( OR AREA SGL 08L WOF ( GROSS WINTER POINTS OR N AREA SINGLE DOUBLE SOF (9F) GROSS SUMMER POINTS CLR 11 1 204 TINT . 76 CLR 163 TINT 139 N 1 1 1 55 38.5 1 (r l 4' 4 4 Z ` N O N E CO = C3 0 Z I- O Z S NE 55.4 - 38.5 NE 309 264 258 218 ( (q E S 4 r , 4 3 38.5 : c Fr 1 114 . 'A' E 3 4 425 (3¢Q) 362 304 Pr 1 G SF G SE 55.4 55.4) 38.5 38.5 38.5 J ' 1`( $ 2. Q' (, 7 SE S SW 418 ( a 346 418 354 • • ] 354 355 298 287 242 355 298 , � 3 7 S 15 , ( SW 55.4 W I 0 55.4 38.5 to D W NW D 1 425 309 360 264 , 362 1 304 NW 55.4 38.5 258 H 22.6 6.8 H 720 605 627 218 524 1 11 = HORIZONTAL. GLASS (SKYLIGHTS). FOR SC OTHER THAN 0.83 SEE SEC. 902.2(a)5. TINT MULT. MAY BE USED FOR GLASS WITH SOLAR SCREENS. FILM, OR TINT. R = 4.2 -4.9 ' t(.( pr 1 1.14 I ( 2 )& 4 /( 0 R =5 -6 1.12 R =6.76 UP 1.09 I DUCTS IN CONDI- i I TIONED SPACE I 1.00 1 FORM 900.A.84 CLIMATE ZONES 7 8, 9, WINTER TOTAL GROSS WINTER POINTS 15$(i"11 R = 6.76 UP DUCTS IN CONDI- TIONED SPACE 41 R =4.2-4.9 1 Yg' & 1 7 R = 5.0 -6.6 1.14 1.12 1.09 1.00 HSM FROM 9G I (iG Q DIVIDE BY 1 FLOOR AREA CONDmONED I &. (. ?-1( I 30- ( (. I L tS ! ( I I CSM FROM 9H Z2, 1'1 WINTER POINTS CALCULATE EN RGY PERFORMANCE I DEX WINTER SUMMER HOT WATER POINTS . POINTS PTS (91) E.P.I. ADJUSTMENT SUBTOTAL MULTI. (9B) ADJUSTED CREDIT PTS. E.P.I. (9C + 90) PENALTY ICALCULATED C� %.`?' PTS. (9E) , E.P.I. © � 1 3 X 1.4-3 1 = I + o 'n a l( 7. :.11 + 43. THE CALCULATED E.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. 9B 1 ADJUSTMENT MULTIPLIER CONOmoNED FLOOR AREA (SO. FT.) ADJUSTMENT MULTIPUER 0-900 1.03 901- 1100 1.07 1101- 1300 1.11 1301- 1500 1.16 1501- 1700 1.21 1701- 1900 1.27 1901- 2100 1.33 2101- 2301- 2300 I ABOVE 1.40 I 1.47 TOTAL GROSS SUMMER POINTS 1 1 1 7 , (i (- s I 1`16 DIVIDE BY CONDmONED FLOOR AREA SUMMER POINTS '14 131Rg 91 I HOT WATER CREDIT POINTS (HWCP) HEAT PUMP ELECTRIC RESISTANCE WATER HEATER 2.5 -2.6 0 GAS WATER HEATER 3.1 -3.2 10 INSTANTANEOUS WATER HEATER ELECTRIC .40 4,5 GAS .32 12.8 HRU (A/C) WATER HEATER ELECTRIC BACKUP (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) 8.9 GAS BACKUP NATURAL GAS/PROPANEJOIL 15.2 HRU (HP) WATER HEATER ELECTRIC BACKUP 0.92 9.7 GAS BACKUP 15.4 HEAT PUMP WATER HEATER (DEDICATED HEAT PUMP) COP 1.60 -1.89 1.90 - 2.19 2.20- 2.49 2.50 -2.79 2.80 -3.00 CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 SOLAR HOT WATER OVERALL SOLAR FRACTION* 1 0.1 0.2 0.3 0.4 0 5 { 0.6 0.7 0.8 0.9 1.0 SHNNd 1t01Fq ELECTRIC BACKUP I 2.4 4.8 7.2 9.6 12.0 14.4 16.8 19.2 21.8 24.0 GAS BACKUP 11.4 12.8 14.2 15.6) 17.0 18.8 19.8 21.2 22.6 24.0 *PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM - 100 = OVERALL SOLAR FRACTION 9G 1 HEATING SYSTEM MULTIPLIER (HSM HEAT PUMP COP 2.5 -2.6 2.7 -2.8 2.9 -3.0 3.1 -3.2 3.3 -3.4 3.5 & UP HSM .40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANEJOIL 1.0 (SEE TABLE 90 FOR CREDITS) PTAC & ROOM HEAT PUMPS MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45. SEE TABLE ABOVE FOR COP > 2.4 9H 1 COOLING SYSTEM MULTIPLIER (CSM) I EER/SEER 7.8 -7.9 8.0 -8.4 8.5 -8.9 9.0 -9.4 9.5 -9.9 10.0 -10.4 10.5 -10.9 1 11.0 -11.9 1 12.0 -UP ELECTRIC CSM .83 .81 0.78 0.72 0.68 I 0.65 0 62 1 0.59 1 0.54 COP 0.40 -0.44 0.45 -0.49 0.50 -0.54 0.55 -0.59 1 0.60 -0.64 0.65-0.69 0.70 & UP GAS 1 CSM 1.50 1.25 1.20 1 1.09 1 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC. CSM FOR EER 7.5 - 7.7 = .87. SEE TABLE ABOVE FOR EER > 7.7. 9C I DESIGN CREDIT POINTS (CP) CEJUNG FAN IN CONO SPACE (mu 5 CP) 1 TOTAL GLASS OPENS LESS THAN 40% MULTIZONE A/C SEPARATED BY DOOR 5 5 CROSS VENTILATION (1 CP per room) 1 WHOLE HOUSE FAN (mtn. 1.5 cfm/s.f.) 5 WOOD STOW 2 FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 9C TOTAL (not to exceed 12 points) 9E I DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 9D HEATING SYSTEM CREDIT POINTS NATURAL GAS/PROPANE HEATING 8.0 011.. HEATING 6.4 ' FORM 900-4-84 CLIMATE ZONES 7 8 9 I 9F I WINTER OVERHANG FACTOR (WOF) FEET N NE E SE S SW W NW 0-0.9 1 -1.9 2 -2.9 3-3.9 4 5-5.9 6-6.9 7 -7.9 8-8.9 9-9.9 10 -10.9 11 -11.9 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.86 0.87 0.89 0.91 0.92 0.94 0.96 0.97 0.98 1.00 1.00 0.75 0.76 0.77 0.80 0.83 0.86 0.90 0.92 0.95 0.97 0.98 1,00 1.00 0.83 0.84 0.86 0.87 0.90 0.92 0.94 0.96 0.97 0.98 0.99 1.00 1.00 0.98 0.98 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 9F 1 SUMMER OVERHANG FACTOR (SOF) FEET N NE E SE S SW W NW 0-0.9 1 -1.9 2 -2.9 3-3.9 4 5-5.9 6-6.9 7 -7.9 8-8.9 9-9.9 10 -10.9 11 -11.9 12 UP 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 0.98 0.98 0.98 0.97 0.97 1.00 1.00 0.98 0.95 0.91 0.88 0.85 0.83 0.81 0.79 0.78 0.76 0.76 1.00 0.99 0.95 0.89 0.84 0.80 0.76 0.72 0.69 0.67 0.65 0.63 0.62 1.00 0.99 0.93 0.87 0.81 0.76 0.72 0.68 0.66 0.64 0.62 0.61 0.59 1.00 0.98 0.92 0.86 0.80 0.78 0.72 0.70 0.68 0.66 0.65 0.65 0.64 1.00 0.99 0.93 0.87 0.81 0.76 0.72 0.68 0.66 0.64 0.62 0.61 0.59 1.00 0.99 0.95 0.89 0.84 0.80 0.76 0.72 0.69 0.67 0.65 0.63 0.62 1:00 1.00 0.98 0.95 0.91 0.88 0.85 0.83 0.81 0.79 0.78 0.76 0.76 • 161.01 -21 TREE DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PERMIT METROPOLITAN DADE COUNTY • FLORIDA Owner l x / J l l )Gl /I1 (i/ijeJ Property Address / 7 et. o Owners Address /19.3e a;, ko/ � Contractor Folio # ) Lot � '7 Blk .j Permit # J r Removal SIJ `) Relocation Date Approved s/ 2 Replacement for information concerning this Permit contact the Tree Preservation Agency at 579 -2e13. V76 & PERMIT IT CARD MUST C °0; z • 'P.cC.M 1J• 1 `� 19.5 PK _ C PENCE U• 30 CL /6.5' p . ,/_ - :::: ,,..,1", a 0 --' 1 . - /�.. O — N. �,■ 0. - 1 p t ' 1. Z •�' 4.4•P�LM , j 7 � --- ---- -� 2 .q �� - , c?•' 5 P4I4f 6 ,21 ' N'.-(alT - I I (..5" l Na r 4*-1 PALM I r J` 5' L3G*04t 4'OdIM -/ r �f /0,18' 1 •) Lj :c.^ • v ''); 1 a.zo' Y ` ru /P ti I 8"P,dLA0� L ./.9.0:_._ j o W . Y y. - - - - -- 4 tiJ LU tl r 42 ' OAK ( 1 O /5.5' . 1 hi • k v (_ -/ " e 132.5 , ), T ` LU Mi ' t - - -.1 l' - t4 1\ 1 7' • 5 ^ .., 1 1 i . I,� G�yl n . , �P AicM � I FENC1 0‘ 05'4-4 . % of (o�O 1 P/A1 - .! - 75. 00 ' ,g4 5EMENT. ._._._... __4- d; R• y 20' OAK 10 • VS. 5' 29.5' •- 42' OAK. ill ELEVATIM 3)4U f1 > FUT Ma • a L :. C. & G. S. WA& SEA LE"E. WM. • -- aC 1•1 v5 : to Lk v ^q.4 P / • SCo L E, is- 20' 0.M 2488 161.01 -21 TREE DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PERMIT METROPOLITAN DADE COUNTY • FLORIDA Owner //�/ / 2 X - Contractor Property Address Owners Address //,' 3 e9 �ze"•/ /�� l/• Folio # Lot Blk Permit # C Removal ,Relocation Date Approved Replacement for information concerning this Permit contact the Tree Preservation Agency at 57 579- ,;2_,7C,0 1 : _, i Rtt{ 1 L'tVV tu ASS atm ,1 T QI TnL..CONf AN1 ,6 15' N,. 1 4th St., North Miami, Flori s;$.n�cessaf�+ to the tulfjllment ' �0.-- nc ;± c i1,scontai�PC in' a title in s rA * T ■ RY, + .• (�j 'B,Ht+t.conit Ut�' it. :„! .•If . . 3 p5 0a r „ ice e' V i; ` All it:bentart. . µ \lade this 21st • ay o March 19 85 ttUltttl i =`''. ". ZELMA H. CAWTHON, as Trustee under unrecorded Trust Agreement dated August 29, 1978 t "_,Zr of the County of Dade , State of Florida , grantor, and ▪ 5 .- WILLIAM E. CLINEBELL and BARBARA H. CLINEBELL, his wife `. ` whose post 'address is 11930 Grif f ing Boulevard, Biscayne Park . of the County of Dade , State of Florida Illittltnntth, That said grantor, for and in consideration of the sum of , ( - TEN .Dollars, , and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby ' ,~''- acknowled ed, has ranted, bargained and sold to the said grantee, and grantee's heirs and assigns forever, the fol. c �, * ;.• g described land, granted, lying - L ,. -- - Dade County, Florida, , to-wit: i P- E. i sf• ` failrn jImt 7..B1ockTEARLETON SHORES, according to the Plat thereof, By as recorded in Plat Book 43 at Page 80 of the Public Records of Dade County, Florida. Subject to the conditions, restrictions, limitations and easements of record, if any, and taxes for the year 1985 and subsequent years. ' ' 6o SURTAX Documentary Stamps Collected Da: :e County Ricnard P. eriaker Clerk, Circuit & C..unty Ccu Dan. County Richard P. Brinker Clerk. C•cult & County • e 31n Dilutes Inhtrttf, Grantor has hereunto set grantor's hand and seal the day and year first above Signed ealed and del' •ered in our presence: My commission expires: executed the same. of • r :i. 5 ' t ii 0` iI...'∎ • I' J. . • ..,tats It comma RtCORCI 110 Of DADE COUNTY. HARIDA. . ULt'•O Vt11114a RICHARD P.DRINKEHN CLERK CIRCUIT COURZ Documentary Stamps OOtlead0 be the person described in and who executed the foregoing instrument to me known to me that she - WITNESS my hand and official seal in the County and State Last aforesaid this_ '21st d 1985 !:ia a t • + r ( , grantee, : Lend the same against the lawful claims and said grantor does- hereby of all persons whomsoever. ( Herein the terms "grantor" and "grantee" shall he construed to include masc.tlinc, feminine, singular, or plural as the context induutes. written. 71L /L - IK �I. „ y 1 Seal) i Zelma H. Cawthon, as Trustee under ✓unrecorded Trust Agreement dated(Seal) August 29, 1978 (Seal) (Sei11 STATE .OF FLORIDA COUNTY OF DADE 1 HEREBY CERTIFY that on this day before me, an officer duly qualified to take acknowledgments, personally appeared Zelma H. Cawthon, as Trustee under unrecorded Trust Agreement dated August 29, 19. and .,acknowledged before K.i e y ��S• Mart~, ). Itft11t�'ubbc�i CJ WINGERTER LABORATORIES, INC. Laboratory and Inspection Service 1820 NE 144th Street North Miami, FL 33181 Required Strength: Psi in TRUCK TICKET INFORMATION Conc. supplier: Ticket No.: Mix Code: Plant: Time Batched: Code Strength: Truck No.: Batch Size: Lab No. 17950 17951 17952 17953 17954 Sample No. 1 2 3 4 5 Central Conc. L 38532 NF Gratigny 11:06AM* 4,000 47 8 Cyl. Dia. 6.0" 6.0" Area (Sq. In.) 28.27 28.27 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS 7 - 9 - 85 sv REPT. NO.: 1, ORDER NO.: 17683.2 (818) BUILDING PERMIT NO.: 25862 . Miami Shores. Fl CLIENT: CONTRACTOR: PROJECT: PROJECT LOCATION: 1238 N.E. 98th St. INFORMATION FURNISHED BY CLIENT: days per Technician: Field Mark: Time Sampled: Total Batch Time: Slump: Air, Percent: Conc. Temp.: Air Temp.: 27.3 6 -21 -85 27.0 6 -21 -85 William Clinebell William Clinebell Residence Pour Location: Columns & beams west side FIELD TEST AND DATA: JH JH66 1 :25PM 2hrs. 19 mins.* 5.0" NF NF NF LABORATORY TEST DATA Weight Date Date (Lbs) Made Tested REMARKS: All field and laboratory tests and sample curing performed in accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and /or mix code strength unless denoted with an asterisk. 2- William Clinebell 1 -City of Miami Shores Bldg. & Zoning Dept. *EXCESSIVE MIXING TIME Client was notified 6 -25 -85 6 -28 -85 Unit Weight: Yield: Cubic Yds. Sampled: No. Cyls. Made: Weather: Water Added: NF NF 7th 5 Clear None Age Total (Days), Load (P) 4 78,000 7 86,000 (beams # 1, 2, & 3) Res i ctfully submitted, W , ERTE LABORATORIES, INC. MAN, P.E. Unit Load (PSI) 2,759 3,042 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. \1 WINGERTER LABORATORIES, INC. Laboratory and Inspection Service 1820 NE 144th Street North Miami, FL 33181 Required Strength: Psi in TRUCK TICKET INFORMATION Conc. supplier: Ticket No.: Mix Code: Plant: Time Batched: Code Strength: Truck No.: Batch Size: Lab No. 17950 17951 17952 17953 17954 Sample No. 1 2 3 4 5 Central Conc. L 38532 NF Gratigny 11:06AM' 4,000 47 8 Cyl. Area Weight Date Date Age Total Dia. (Sq. In.) (Lbs) Made Tested (Days) Load (P) 6.0" 6.0" 6.0" 6.0" 6.0" 28.27 28.27 28.27 28.27 28.27 COMPRESSIVE STRENGTH OF CONCRETE TEST CYLINDERS CLIENT: William Clinebell CONTRACTOR: William Clinebell PROJECT: Residence PROJECT LOCATION: 1238 N.E. 98th St., INFORMATION FURNISHED BY CLIENT: days per Technician: Field Mark: Time Sampled: Total Batch Time: Slump: Air, Percent: Conc. Temp.: Air Temp.: LABORATORY TEST DATA 27.3 27.0 27.1 27.1 27.0 6 -21 -85 6 -21 -85 6 -21 -85 6 -21 -85 6 -21 -85 Pour Location: Columns & beams west side (beams # 1, 2, & 3) FIELD TEST AND DATA: JH JH66 1:25PM 2hrs. 19 mins. 5.0" NF NF NF •EXCESSIVE MIXING TIME Client was notified 6 -25 -85 6 -28 -85 7 -19 -85 7 -19 -85 7 -19 -85 REMARKS: All field and laboratory tests and sample curing performed in accordance with applicable ASTM test methods. Average of 28 day strengths complies with required and /or mix code strength unless denoted with an asterisk. 2- William Clinebell 1 -City of Miami Shores Bldg. & Zoning Dept. 7 -9 -85 sv 7 -19 -85 sv REPT. NO.: 1, A ORDER NO.: 17683.2 (818) BUILDING PERMIT NO.: 25862 Miami Shores, Fl Unit Weight: NF Yield: NF Cubic Yds. Sampled: 7th No. Cyls. Made: 5 Weather: Clear Water Added: None 4 7 28 28 28 78,000 86,000 122,000 121,000 120,000 Res i ctfully submittec!, W ERTE L A..BOKATORIZS, INC. Unit Load (PSI) 2,759 3,042 4,316 4,280 4,245 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients,. and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. r`