Loading...
PLANSSTATE OF FLORIDA DEPARTMENT OF STATE Division of Archives, History and Records Management DS•HSP.3AAA Rev. 3.79 Site No. Site Name Sutcliff House 830= = Survey Date 8504 820= = Address of Site 120 NE 91 St., Miami Shores, Fla, 33138 905= = Instruction for locating on the S side of NE 91 St. between NE 1 Ave & NE 2 Ave. 813= = Location El Portal Sec. 2 7 B 25' 2, all 3 &4 868= = subdivision name block no. lot no. County Dade Owner of Site: Name: Frech, M/M Robert Address: 120 NE 91 St.. Miami Shores, Fla. 33138 Type of Ownership private , 848= = Recorder: Name & Title: Stofik, Marty Address MSHPB Condition of Site: Check One ❑ Excellent ❑ Good 3 Fair ❑ Deteriorated 863 = = 863= = 863= = Integrity of Site: Check One or More ( Altered ❑ Unaltered IA Original Site 863 = = ❑ Restored( ) (Date: )( ❑ Moved( )(Date: )( NR Classification Category Building Threats to Site: none Check One or More ❑ Zoning ( )( ❑ Development( )( ❑ Deterioration( )( ❑ Borrowing ( )( ❑ Other (See Remarks Below): FLORIDA MASTER SITE FILE Site Inventory Form FDAHRM 802 = = 1009= = 858 = = 858 = = 858 = = )858= = ) 858 = = )( )878= = )( ) 878 = = )( ) 878 = = )( ) 878 =.= Recording Date 832= = Original Use private resid.838= = Present Use private resid.850= = Dates: Beginning 4 - 1924 844 = = Culture /Phase American 840 = = Period 20th Century 845= = ❑ Transportation( ❑ Flo( )( ❑ Dredge( )( 878 = = Areas of Significance: Architecture, agriculture 808 =•= 902= = 818= = 916= = )( )878 = )( ) 878 = = )( )878= = 910 = = Significance: The home was built as part of the El Portal subdivision, developed by L.T. Cooper who sold much of his holdings to the Shoreland Company as the basis of the Miami Shores subdivision. The property once was an avocado grove and contains several varieties of avocado no longer commercially available. The original owner, W.H. Sutcliff, served in the Florida legislature. The home is cohesive in size, style and detailing with the Miami Shores development, and is a designated Miami Shores landmark. 911 = = ARCHITECT BUILDER STYLE AND /OR PERIOD Mediterranean Revival PLAN TYPE irregular /irregular EXTERIOR FABRIC(S) rough stucco STRUCTURAL SYSTEM(S) concrete block PORCHES N: screened porch, 3 arched bays N, one E; access N FOUNDATION: concrete block ROOF TYPE: hip_ SECONDARY ROOF STRUCTURE(S):flat tar f gravel, barrel tile false CHIMNEY LOCATION: E: end, ext. mansard WINDOW TYPE: 4/1 DHS wood; fixed plate CHIMNEY: CBS ROOF SURFACING: barrel tile ORNAMENT EXTERIOR: cast masonry, wood NO. OF CHIMNEYS One 952 = = NO. OF STORIES Two NO. OF DORMERS None Map Reference (incl. scale & date) Miami Shores Village Plat 1980 Latitude and Longitude: Site Size (Approx. Acreage of Property): LT1 LOCATION SKETCH OR MAP N Lc Contact Print r •1ri 1 1, i• i i pu • E 0 . 11111! 11 II C L,r - /20 N.E. /Sr-4W6. 0 i Range Section 1 Township 53S 41E UTM Coordinates: Tone -- Easing — �iifiinp" Photographic Records Numbers 85N101HG31A /85N101HG32A 860 = = 872 = _ 874 = = 964 = _ 966 = = 854 = = 856 = = 942 = = 942 = = 942 = = 942 = = 942 = = 942 = = 882 = = 882 = = 882 = = 950 = = 954 = = 809 = = 800 = = 833 = = 812 = = 890 = = STATE OF FLORIDA • DEP,aRTMENT OF STATE Division of Archives, History and Records Management DS-HSP•3E 9 -74 CONTINUATION SHEET Site No. Site Name Sutcliff House. 120 NE 91st St., Miami Shores, FL Physical Description Home is of Mediterranean Revival design, with a W one -story section and an E two -story section of equal widths. The only notable alteration is the placement of a fixed plate window on the 2nd story facade, with barrel tile shed roof and a cast masonry balcony with wrought iron rail. A buttress extends from W front facade with arched bay opening at 2nd story level and glass block window on 1st story. Detached one -story garage is of similar design and construction as home. 10 19 /e /b /5 /9 = /3 " 0 N IKITA IVA RIM thinnik emmmmmmmmd®mmm IXI : a 1 rf N . 6 5 t : N. Nev. z aeo 1o1:1® IIIOP ©S amm am ®m I Ann Oo0P ©0 11111111011111 a ISM qmsh 11-1110111111 MIRE E OM mm ' m�mmm N W O L� ":P-.pl ng i0 isr. N e � wp . N °1" 1 10 `1041, q ldwityk ;Emig", N W-. 1,01.1 more 96 T" Flipp mm mogi o ■.'1 9 7' rv.w 9 =N.vu — - mg 95--'- at clmml'" III/5 rv:w. 9 4' momoopa000a igiam r: 5 :IVW 93 40. r 22 I J. io 5 a ®o©osms e ro X 107' .�T 5.T R 1/.11111 :: mmmmov r 4 111/1111115 1 04r •' JT 5$— OFF seibit MAIN TH. 5 T. T T. 9 9 T 3.T. mmm'oQao� orm 5. 5 T. m =mm- v 1 4.1• 5 r 4 5T 5 r„ mmemmgem raz mop • HI I NN 5 T. 5 5 ,st rkt T. . T 1111111111111111 W ILI ®D NJ , L r ,„ • N E r -J. 0 e. rma t r, n ,e SNOW a�omdo -� m 9to .. 7 e .•4 271. 1 Y[/ I 107' • 3 t • ,!' 01'" 1avv •'• ,/ 0, ogn: bd0 1100 dig al a II :I 11111.• -�a 0001E mho mm 1114 1011 • Im�d�mmm� o �oo Mid El aaeaa�� . mv�amm up 0o 111141111 xi mom ea um V!- -1 9i' I ll i t • re g NJ. N.E n1. , V- E I N . fJ E rV r - 4 57. 11111 5T. 'a 1 �mmmmva NUMB MINN NEON in mum magma 111111° 11313 . -mm Min .a NUR r'' E. IV . E 2111 mi e 1 O 4 L J ' /1 1 O Z . /t eio i 4. to s � ... los is tit omm Ile Ili • 111 10111111h �C imp 1 0 1 50. 1 0 0 idep paw in 9 9 1691 en mom '9, 9 8 ". vaaaa1 mmdm amP a0o�o0011 1111 -mo :. 8 9 6' "• 9 4 •0. 11 • 1 I 11:1 3;l mmeaava�m� 1 oOsr�'Q�r y 5 T 111-05 mm kw m� 0-PI A4mA; S T. 95 s b 93' .5 �mm000� mmd� I ,1 1 ;� a va `0011 amo0np�' 01m� ▪ team am'azmta as 6 T. IBOmas996'� andlint 51.. mmm acv olt in; Ron 5 T 4 ° mammmmg -1 m* .9 7 5 T 111116911111 mmm Niro NMI 1 041, wit tw 44.1 5 T. 4 4v ,z_ ill'l rv r gm nur .9 5 T. 1I' ao f mmm 91 • 5 T• 4 TaACT. A wvvovvvv a • T 05.43.46 4111. • sr Ralf or(IM4 00:. KHOO( ! CNURCH lilt e c To 11 LAKE MIME fl IOW • 4$ # It A* r-?* 4 c ,--, NE t$.. t/V *it 4.4;gla, Mill IN IP „ go al amp 1 P kin SIM ION • • N It */:* MIME SRI UR I 1 111 II frif Fo itr o UTCLI FF F-400 se NM t C4E2-.122= ST sol rmalmy ribi mom - tIMMI SHORES EtEMENTARY SCHOOL .2 c �1 4',1 EUGENE DIETZGEN CO NO. 3751,x. art a 1. xe: , I CC� IC •< ., v. : 1 -. 2. t : �- , . - r L "---"*W------- -, -,.- _4, _,._ } { t t 1 L 1 i(1r } s ■ i r 1 Y { + -+ + - r 1, ,.r ,4 Z ' M' .k 4 Y. -ri,t, l.7 2 C" i t t : _ 1 X11 4 « y 1 , . � - 1 • J + t ):s Iµ l + - +- a + 4 t I t - + 4 • <7'4- .- T± - J 1 1_L I 1 i I I V . , 1 _ L�J _ -.- } ___1.G1+1 r 4 1 r I I. 1 r' ' t i 1 1 1 t lr V I I j l C i 1 . _ -- v- -. • I - » - - _ =�IT f _ ,7___,5_,v ,��± f i r1� 1 • -- - t.I,,: 1 - + Iii - L r r r r + +++ ++- :; �t • 4" t-t . + l 4 + t 4 _- __ -t - -- •- I I *. lt_ I 1 - + I r H I I t r t t ' }t11 t+t 11+ 11 :1 t; r t t t t rfir .[ 1 i } 1- . -fit �. I' Ch 1 -1 tf• + - _ + i i- + - � -1 -- ( r 1 4 1 t + 't t r _ + r - t t C t 1 if 1 1+ + + 1 1 1 + + + t Ir + +- 1 + + - r _ 4 1 . t I t'1 7 - -_. Lam., 1. I _ . � 1 1 F1 + i. i. + 1 ,„ f r - 1 - y t I- t -- - '--1 ! , i , . . t t -- - - +- ; T Lj - +--- - + i 1 1 1 t I t I ^-�- 1 I I ' 1 I 1 1 1 1 -- +- - - + t- i St 1 it + 1 I � ; - r 1 I t I I I rt ( It .2 c �1 4',1 EUGENE DIETZGEN CO NO. 3751,x. art S A N F O R D G R I - P- LATE S SANFORD GRI- P- LATES, pressed into each side of TRUSS ce, s1 i be 20 gage (.0359) galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surface and having position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch)_ 2x4 Plate POSITION NAILS, driven through each of the (by Builder position nail holes, shall be 1 -1/2" long onnu- TYPICAL lar ring shank .120 diameter, 9/32" head, as manufactured by Independent Nail Co. or equal. 2 x 4 treated Ledger, bolted to wall 48" o.c. Shim - Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Joist. (by Builder) Nail with three 16 d Nails, 1/8" x 1" Strap Anchor bent over Top Chord of Truss. 1, TYPICAL Q -2 Sanford Gri -P -late 8 d Nails Wedge Block - 1/4" clearance Up to 12 Concrete Tie Beam TYPICAL Shim to Solid Bearing, n (2) Q -2 Sanford Gri -P -fates ___ Wedge Block ,Q-18 Sanford Gri -P -late 4 /-8 d Nails 1/4" clearance 24" to 36" ,l Q -9 Sanford Gri -P -late - - -- 2 x 4 or 2 x 6 Top Chord of Truss TYPICAL Q -42 Sanford Gri-P -late - 1/4" clearance A N F U F2 D 2 x 4 DETAIL OF LEVEL SOFFIT OVERHANG. 48" to 60" Q -30 Sanford Gri -P -f_ 2x4 Sub -foci (by Builder) I &d Nails 2 x 4 or 2 x 6 Top Chord of Truss TYPICAL _! Q -9 Sanford Gri - �" 1/4" clearance _+ 12" to 24" s 4 Q-2 Sanford Gri -P -la a T , 2 x 4 Sub -facia (by Builder) 8d Nails Min. 2 x 4 Plate (by Builder) TYPICAL 2 x 4 treated Ledger, bolted to wall 48" o.c. Shim Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at each Joist. (by Builder) KI2O 7 Ft U S 5 copyright 1959 a. carol sanford n r 6S /9 /C ' ' a o p ( OL - r - L1 - H ' o u a 1 > 1 S A N F O R D G R I- P -LATE S SANFORD GRI -P- \TES, pressed into eoch NOTE: s IN ` ���1��� 1500f , CONS "t x N 33 -1/3 % allowable unit stress increase for short time loading. r `(� l r)s) rttt s ll `` s i DA DE r, ;\ 1D !3 0 11i1i i'J ( d(!'Jf 'fIk - 3 , s ` n ` rJ r'+ e PINE r IUf Y r ItQ. 1 �����1Flf;ril� I I�~f �J1 I►�OUSI�ZIAL FIR ,idE;ir 1 r , T - r t '' or r i rIZ 1 I f I1� ( 5' -0" DESIGN 615 ° Gri-P FOR b l" � Q ' HIP 11 - 17' - 4" II I 9001 c SPAN - Ic \ \�j� SET 5' - 0" FROM , 615 END WALL ° b ce Irk ca vs k side of TRUSS face, gohaniied steel, triangular teeth and having pcaition 2" o.c . (2.225 teeth POSITION NAILS, Tali be 20 gage (.0359) perforated with 1/4" deep to form the gripping surface nail holes pierced approx. per square inch) driven through eoch of the shall Le 1 -1/2" l on g annu diameter, 9 /32" Ed ,e as ' tn_tnt Nail Co. or equal. with allowable unit stresses of: PINE Compression parallel to grain. Extreme f bey in bending. psi Modulus of Elasticity. FIR parallel to groin. Extreme fiber in bending. psi Modulus of Elasticity Q-42 Ci- .2 Sanford Gri -P -late � k 17' r- 4" position •nail holes, tar ring hr:k .120 9 manufactured by lnde LUMBER, os marked Use and dead Dead load 3 �� 90IC load on roof 60 sq. ft. on ceiling 10 sq. ft. - 47017 b2201 C 2 / 6010/C 2 x 4 1 1 SOUTHERN c - 1350 psi f - 1500 psi a - 1,760,000 2 x 4 CONSTRUCTION c - 660 psi Compression f - 550 psi e - 1,760,000 / rr 750017 -late 1 604G ' T STRESS DIAGRAM 12 Total design load 70 sq. U ft. cz j T -55 Sanford Gri -P -late - 2 x 4 11 Southern Pine �_�� - --� Clt,4 ~ ~� • 1c � i I2" We -- er -__ _ ETJ � \ � ' _ca ru c \h Fir { $ 11 .mot-- Southern Pine �_ - Sanford Gri -P -Iota 11-119 Sanford 1/4" AT CENTER Fl D 2 x 4 Q -42 CHORD 0 A If I Ii f' CAMBER BOTTOM N F copyright 195 a. carol Lanford SANFORD GRI -P- SANFORD GRI- P- IATES, pressed pierced inch) -1/2" 9/32" bending of Elasticity bending Elasticity DESIGN FOR LATE S • into each goge (.0359) NOTE: 33 -1/3% Allowable unit stress 1/4" deep increase for short time loading. surface approx. • • r r r t � { � r r eoch of the I D,,Dr ` AAND r;3 O tlt�\r ) ( :OIj 11r3 long annu- SUBS(' r SOUTHERN r, • N r r head, as SUBS(I fU 1 r C No. 1 SOUTHE PINE OR Co. or equal. ; ' l ' TRIAL FIR 1 WHERE :t�I�� ZI �I Z 2 1( unit stresses of: - ' ` • `- to groin to groin 7'-O" ,HIP 490 ° r t 12 - 17' 1 -4" SPAN 725 b - SPACED 725 c 2' -0" o.c. 490 m Ila N k t - - - 65/9t/E + o P (td) OL - E ' Ll ' H •o a 3 side of TRUSS foce, s Ii be 20 galvonized steel, perforated with triangular teeth to form the gripping and having position nail holes 2" o.c . (2.225 teeth per square POSITION NAILS, driven through 1 C /3 ^ — 17' -4" Live and Dead load 1,2,3 dead load on roof 60 sq. ft. on ceiling 10 sq. ft. t 3� position nail holes, lar ring shank .120 manufactured by LUMBER cm marked shall be 1 diameter, Independent Noll with allowoble Pine parallel fiber in Modulus Fir parallel fiber in i. Modulus of } d-P -Co c f e- 2 c f- e 2 X — - X - - 4 1 1 Southern 1350y. s. i. Compression 1450 P•s. i. Extreme 1,760,000 p.s.1. 4 Construction 660 p.s. i. Compression 850 p.s. i. Extreme 1,760,000 p.s. 0-18 Sanford 2XtFie "n T STRESS DIAGRAM K-I20 Gri -P -Este Total . Design Load 70 sg. ft. U T -55 Sanford Gri -P -Lote n Pine -- a.. „ c V 12 I er �] 3 n • no ° �,s Q ` ° v X N 1 � X 1 1 Southern Pine S AN F ORD 4-18 Sanford Gri -P -Late H-63 Sanford ._. CAMBER BOTTOM CHORD 1/4" AT CENTER copyright 1959 0. carol Sanford ---- r-- , il t , 1 r ii LI I. 1 - ; a i ;- I ; !, t! i il , , , ! ; !I --, . ,),) ; ■ 1 , i , i t d ! I , _,I'' .. ., ,,,,, s : 'Z / i- r)! '-- • i ?' r) ; ! 1 1 t ( !! 1 I ; 0 ! I , ,:. . :t l'''''' ti ; _, ) ,' ..,, , t i •!' (1,'„ i., , 1,1 ;',1 ! ' 1 '!: I ! A I ---' - --- - -!-- ).--- -, l .. i I i , ' 4 1--- ,--, ',■ i 1 ' il , 1 „i I tl It t r!) ' 1 I 1, ii- I 1 ii- ,I- • r I „,- i 1 .c., . i! ,,,, . J •, , 4 Li 1 —1- i , 4 I t 1 — ■ j f; -* Ir r il I 4 I 1 I I I 1 1 1 I o r / I !! I - 1- 4. F ) , ..o 2-0 5 C? 4 \ t --; k - I - - - 1 /1 j r - "1/4/!,*.,=, !!-, r - I "2. i i 7 ii ., ,. -.-1„....1...... .....4 ; i r; ,.... 44 - 4 t . • ' f , . .- . . ,,.._.L .• I...2.f .....,,,- ,; -,• ••-•; . -- tz. - ST :` ;_!.. ' 1 - ,, ' 1 . .....'2...'. ei o ) , tl '( / ,=r.''' ,_ r: 1:1 PA ' . i •/1 .1 *:t,.4 ';');:. g.,,i , -1-1,:.) ;_,Y 1 ‘'.* r*.: 2 '*.„;,'A ,, , t,„.t.,;,* ,',, *":-- ''' ..1 , , . 1 *;;Z it 4,1; 0 1 1 W "2.174 f\' 'i:•.: , l Li\ f,l ! 4 [7: f A ,..2--„, „..... J .0 ;11 J d 1.4,-;%4 ,:i ? 1 oce.,,,._, .., ..:, A ' ' ,, . 11. t;!;, !-2„ $ • • y ' • ,*; s- ••.`, ;*3* f AR ON OR PAT )--' • •••,!!_ 1 4 ! ; 0 P,.."\k Z, 1 - • A/. • / 2/4/. 6' 5 ' •••4f' 7 Location and legal description of lot to be built on: 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. s'� ^� Date `- t + , 12�r/ Owner's Name and Address I c ''7 ' . 1 ' L \ c'^ `'`--, ` No Street Registered Architect and /or Engineer S e ' - — n ^ Name and address of licensed contractor Sr 1"+ Lot Block Subdivision Street and Number where work is to be done To be constructed of Kind of foundo-aj:ion' Member --------------- - - - - -- ----- --------------- __________ Member Member Member 9/47` - f State work to be done and purpose of building (by moors) t re v iG 1 - -, A /rr,v 1 . O and for no other purpose. New Building Remodeling Addition Repairs No. of Stories Roof veriaa - Estirnated Total cost of improvements $ 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 subunit 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �TE � L &z �i Z. ■ te y Remarks (Sio>incd) Q �>��....i ��. � 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, upOii oattdeposes 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 t }ue. 1 1 r �. "*"......0'-..° '_,'11 Read, Sworn to and Subscribed before me. Permit No _____ ___,:;� Date��� / ' Disapproved I Dat -�� ' 1 - J , Notary Public, State of Florida (Signed) 1 -"`�� l f,...- t� t`i`' �4v,- Building Inspector / My Commission Expires / PLANNING BOARD DATE Chair\ auk ` Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. G u3 ice. c -1 C - VA-5-0 r . y-''� fir �.�'�'� { ;�+ f 1 I, 5 , 1 , 11 1 1 , r) — :-. f 32 a0 •-". 1 HI ; ! , ! ; • I : i i• If 4; i I I r t .■ 1- - - / t. • r \ '2 1 2.. - 0 •., - ••.-) ),, '-'-.; - r , „/„_. r, ,, , - - ! ! ;"1 * 7-- 1 ---- yf ; 11 1 ___•*\ r ;:! .. I ,J !; 4 1 1 : ,1 , - ; ■ / /-• F --- -- 1,' , -- - 4. — ,i,. - --H • i , , I 1 4 .. ., I ., , - ' ) •; - 0 ' '`?-• (:e 1 i., t„ • ?__ "2 ; 3 I 1 :: • f; ! 1 1 ; I .' \ i;., -...;-. '( i. :: ;. ,- ;•;i ti, ) 1 / I •\,,, • i : , I, t '," ' r, i• I ; ; \-- -I 1- - -- • - ----4,--- Hi- 11 1 A i 14 4, r I ,. - - 1 '''. :?_ • ,'''.: ■ : i! it f f• ; H • I-4 1 I t • • r • ; • 2-0 1 TH:z ,1 5 - 1 t • ,:;') 1 7 , 0 - f 5-o j ; 1 ; 1 1 r 0". ! • . <.4 4.!! V ",, 1/ , ; ! 21 ‘J / .-------.2-%------ .1 r -- i, :,,,f '1 ,1, ' ,,,, .`: V r 4 '' .( t , ' . Z ;_i '4.-... k.-,-../ F ; ;',,. i 4 • ;, ;4; ,; ".'• ! t ,=• - 4:4: 7 1. . ; • t17..Ak I3( :Nrik.'!{3!'? OALL OR PARTITION 'i . gAVl, r ' t .1.1-!) 9 (' (./17 i; 4 ) T . 5.) :!)! L F ‘41 n V 5 l::AI .. • ' ;1 !NY 4 9,44 Itc. f• \-\ • I - (-3 - DETAIL OF LEVEL SOFFIT OVERHANG. S A N F O R D G R I - P- LATE S Nail with three 16 d Nails, SANFORD GRI -P- LATES, pressed into eoch 1/8" x 1" Strap Anchor bent Q w O Q ce O o e .. ._. ._ .... 6S /*7Z /b ' o P 11V134 ONYHM3AO •o u ' a ! side of TRUSS o smell be 20 gage (.0359) ( over Top Chord of Truss. galvanized steel, perforated with 1/4" deep TYPICAL 4. triangular teeth to form the gripping surface tl_, and having position nail holes pierced approx. ft 2" o.c. (2.225 teeth per square inch) - ____ Q-2 Sanford Gri P -Inte , _' >i _. r x " 8 d Nails 2x4 Plate POSITION NAILS, driven through eoch of the (by Builder - �` Wedge Block g 2 x 4 or 2 x 6 .- 1/4" clearance Top Chord of Truss .— 4- TYPICAL - position nail holes, shall be 1 -1/2" on onnu- TYPICAL for ring sh_r-k .120 diameter, 9/32" head, as manufactured by Independent Nail Co. or equal. / l/ Concrete Up to 12" Q-9 Sanford Gri- �ate Tie Beam __ TYPICAL - x 2 -- .. Min. Plate (by Builder) TYPIC tom - - 8 d Nails (2) Q -2 Sanford Gri P Imes --_ _ )-- -_ Wedge Block -- ---- -- 18 Sanford Gri -P -tote - , clearance _ 12" to 24" ti Shim to Solid Bearing- / Q - 2x4 -r.fl `7 -8d Nails } 1/4" clearance F _ 24" to 36" Q-2 Sanford Gri -P -lo `, e. Q -30 Sanford Gri -P -I _— -=---- rr 2 x 4 treated Ledger, bolted to ,vall 48" o.c. Shim Soffit Joist to solid bearing and attach to Ledger 2x4 Sub -facie 2 x 4— (by Dw iIcier) Nails 1/4" clearance N ' 3b" to 48" 4 _ - - }} 5 _ ~ _ ,'a" r----- rr -_ Q-9 Sanford Gri -P late f - -� _2 x 4 or 2 x 6 Top y r , "' Chord of Truss TYPICAL - --_, g with Sanford Framing Anchor at each Joist. (by Builder) 2 x 4 treated Ledger, bolted to wall 48" o.c. Shim - Soffit Joist to solid bearing and attach to Ledger with Sanford Framing Anchor at • _ . J > x -_ _ Q -42 Sanford Gri -P -late - __ - - _ - t L 2 x 4 [___ x 4 Sub - facia _ _ - ' - 1/4" clearance 48" to 60" (by 24.1 i!der) 8 d Nails each Joist. (by Builder) s A N F 0 - Fl D KI T R U s S copyright 1959 a. carol Sanford S S A N F O R D G R I- P -LATE S SANFORD GRI- P- LATES, pressed into eoch side o T U ace, s ail be 20 gage (.0359) galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surface and having position -roil holes pierced approx. 2" o.c. (2.225 teeth per square inch) POSITION NAILS, driven through eoch of the position nail holes, shall be 1 -1/2" long onnu- lar ring shank .120 dioneter, 9/32" head, as manufactured by Independent Noil Co.or equal. LUMBER, as marked with allowoble unit stresses of: 27:41 SOUTHERN PINE c - 1350 psi Compression parallel to groin. f - 1500 psi Extreme fiber in bending. e 1,760,000 psi Modulus of Elasticity. 2 x 4 CONSTRUCTION FIR e - 660 psi Compression parallel to groin. f - 850 psi Extreme fiber in bending. e - 1,760,000 psi Modulus of Elasticity 2 x 4 0-42 Sanford Gri -P -fate 11 Southern Pine A N Co 2 x 4 1 NOTE: 33 -1/3% al lowoble unit stress increase for short time loading. 1i1 0 ;10E ;1111) 3RO''/ ;1R) C0111fIE3, soul 11)tE :G). 15ourll m PINE OR 1500f lNOuS f ►11 ;11 FIR WHERE. 2 :t 1 CONS TiZUC HON FIR IS SPECIFIED. x N 3 T -55. Sanford Gri -P -sate 12 3 So 12" wedge Southern Pine Q-42 Sanford Gri -P -tote CAMBER BOTTOM CHORD 1/4" AT CENTER O R 5' - 0" DESIGN FOR HIP 1 1- 17' 4" SPAN - SET 5' - 0" FROM END WALL 1060 9 10¢0 1 61 51 c 1 1 H -119 Sanford Gri -P -late � k � 17' . 4" Live and dead load on roof 60 sq. ft. Dead load on ceiling 10 sq. ft. , 3 - 7500 Copyright 1 9 4704 STRESS DIAGRAM Total design toad 70 sq. ft. K -120 T Ft US S 5 9 o. b2.2.0# G 6040 6040 Caro 615 i a b c k sonfor ce N N SANFORD G R I- P- l A T E S SANFORD GRI- P- LATES, pressed into each side of TRUSS o "ce s�cll be 20 gage (.0359) galvanized steel, perforated with 1/4" deep triangular teeth to form the gripping surface and having position nail holes pierced approx. 2" o.c . (2.225 teeth per square inch) POSITION NAILS, driven through eoch of the position nail holes, shalt be 1 -1/2" long onnu- Icr ring shank .120 diameter, 9/32" head, as manufactured by Independent Nail Co. or equal. LUMBER as marked with allowable unit stresses of: 2 X 4 1 1 Southern Pine c - 1350,p. s. i. Compression parallel to grain f - 1450. p s. i. Extreme fiber in bending e- 1,760,000 p.s. i. Modulus of Elasticity 2 X 4 Construction Fir c - 660 p. s. i. Compression parallel to grain f - 850 p. s. i. Extreme fiber in bending e- 1,760,000 p.s. 1. Modulus of Elasticity Q -18 Sanford ,r1 -P -Late 2XtFesn Pine T -55 Sanford Gri -P -Late 418 Sanford Gri -P -Late NOTE: 33 -1/3% AllowobJe unit stress increase for short time loading. IN DADE DAD AND ijii0VIARD COIJN SIJ :)SfI11.1E No. 1 SOI1rll €RN PINE OR 1500f Ii10I)S f RIA 'r,7Ilr,lr CONS MUG f101:f FIR IS SPEC11Iri). 7 -0u CAMBER BOTTOM CHORD 1/4" AT CENTER )2 3 H -63 Sanford Gri -P -Late DESIGN FOR HIP /2 - 17' -4" SPAN - SPACED 2' -0" o.c. 725/ 725/ 490/ a 1,2,3 b 1 c 2 -- 3 17' -4" Live and dead load on roof 60 sq. ft, Dead load on ceiling 10/ sq. ft. STRESS DIAGRAM 2900 /T 30 00t C Total l5es%gn 70/1 ft. copyright 1959 a. Caro 490/ k a b n: N S ANFOR D TRU u 0 v ; A \ t K 1, ; , ( -,' r -' IA .rye l_ .Fi � tr E /� s�. ',�' • +� < .4 x s ' ,- f s . /�; u f'a f . ;f-i 41 t i , '' gists:,, 3c r ' 1 - %,• 1- f [.r A tt S