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I �� r 7 74" ' FTC, /.3- Re D)vo � ' i M7L• DAMFlER L 1 -., • .::. o 2xl0 x l4=d' I�GGIOR ✓ors s ! 2x o " fL o 8" a ?-d'i"rE'2"xrQ"s�c.A 7 I x I4-o ooR .! is . ! Pi�e� • p f e� 2-Zx8 E.IOE14 /ror' o.c, (o rER i � 4►c800� sAM SLATE � RT.. i � l 5iF7"/I SN MP t .3- 2xBS4, (l u6) • w000 aeww TU=lu :�Z', 2A "I"JA AMA Ks-1076 wpV 'DIM. • � �" � _ e"4c1S"CLLMY-01d7 r „ _ I Iv4s X Chi V A Tf � SL�414 AEI G .�B/aAgAs� �` OI EXCAVATE 2'P"MNVIA40*1 M/LLD�D WrRt N Pr1�iV .. N j p J6077W 4P PLOOR ✓o/STs 1 LA Y oftAST/C MEMBRANE* YAPeoR 0ARRtE4 OYU TAMPIED & RTN. . . � a - { aSG Fa4(_-MIZV /BLANKET �• Xa rY 4r Ad Ef /NSZ(i.A710lV d 9;rW,tIElY .10475. l _ C� Irm. SG.,3G:� "•� STRE E T C4- WA) -- - !2" DEEP ftiir/Ra0 CONG, IA FAD PROD N L•�'ccTs G a [' NtAT/O/V �� Kt3/OAt 7bf Df WA�C SGAs A&'L AW GRARL �. i MAI 2ro-6"T. q. f 8" l o•" 14 - - ,� J1°1GAN7 4.0» s • Al V 7-490'D �iSL to x 8 lro" 3441D cowc. BG�e: N d TAMS �Wor/ - '¢" CBRrSE� I I ! 1 f Q � • __ - t M LM jke --� ---- -----k` -'T""-�� 2x� S4S �crntc3* Spilci.0 / N `LIP N e�'eLF NCNOIRC V j f t"at,rrew. wcA re Fda. 1� 1 � � 1 Psidt D"toms, a"iN � _ _ _ __ • ul� eerrles 4'/K d E _ r ,aelf OSCAr /8!00 _ . P*,T. _&u �� Zo UAIP0 7 / 0 Al 4A � scg1.s: /.¢ -/-o r _ . wttARa a Fowrr+�i nev r.�. t Mo tm ►wuegvisY - � �R �� ���.� �� ` NOTE: GREAT CARE AND EFFORT NAVE GONE INTO THE CREATION OF THE DESIGN AND ENGINEERING OF - - .a.«.-.•-+. NOTE: THE LUMBER INDUSTRY HAS.ADOPTED NEW SIZE STANDARDS THESE PLANS AND BLUEPRINTS. HOW FVER, 3ECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL FOR DIMENSIONAL LUMBER. THIS SET OF DRAWINGS WAS EXECUTED }'Ml�t.IMY„�y..,..,..� w1PfAY -��,�" s \A NDiOR'•ON•THE-SITE••CONSULTATION,SUPERVISION,AND CONTROL OVER THE ACTUAL CONSTRUCTION,AND BASED UPON THE FRAMING LUMBER SIZES IN EFFECT PRIOR TO-THE O BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS.AND OTHER LOCAL BUILDING CHANGE. BECAUSE OF THE NEW DIMENSIONAL :CROSS REC I O AL DE- L. -a -y,�y�,�, Q y'�•�� �� �»� ��� AND WEATHER CODITIONS, HOME PLANNE:S, INC., ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. IN- TIONS )N THE FLOOR PLAN DIMENSIONS AND CROSS SECTIONAL A! C DING STRUCTURAL FAILURES, DIIE TO AN-1 DEFICIENCIES, OMISSIONS, OR ERRORS IN THE E.ESIGN OR TAILS OF THESE DRAWINGS WILL BE REQUIRED AT THE TIME OF CON- C p ° . .. ., a sn art e r Inc . �. ' Ile BLUEPRINTS. IT:S RECOMMENDED THAT YCU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. STR UCTION. CONSULTATION WITH YOUR BUILC/ER AND/OR CAR PE NTAtY 4,. M.rr�.�wr 4ii rA��� �► AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS,PRIOR TO START OF ACTUAL CONSTRUCTION. CONTRACTOR IS RECOMMENDED. $� t issto imomm Itr4tPt AVENUtcwmnpff E7. 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' 7.-ll 4 �.N D/ (OR 7/ w/d F A Grp S!J F G � j � i'"; , , pall/'f UP Rod5G R A E I I ` � I ' TO/°O� SLi6-Fc.Q10R i; I!- II ii I� .I I 1 !1 ��le 1\ MTL. GRAVEL s7oP� , I = B To ,wx 8 -- _ - I 2X /O �A F7ff 1V S /<m" ;. ��' ( FL�oo/ ITS (( /X 8 AASC/A (CARD I711 / 2x wD. R�gJL Af6 A� DRIP 'D ----a► 2x /O FLOOR JO S75 0 AS (C' JQ _/OIST QHGL Ls- 1 BRTIGAL PATTERN S/D/NET r1 mot. �} 34` R/SQS�, I Y l V iQOOVED 8"O.C, �� iCD .J fVl-_ ,X_I._t YER7/GA f(9TTERN G I i IVi tax /, ! �9 S/D/NG~ GRoOYED WALL SHEATN/Nv' �) //� 'RL• OS' �" O.C. --- rev Dts. DOO N/ I - ftl+ I I �! I � a � 2 r 4 sTuos /6• o.C, sL R a I � _ SNE H//VG— wA AT bi /N. + 4�••/ h/ jJ /�r��/�� O j ' 'h) ! j Ile l /Y. �t`�' ��„�, � R� INS�Lf�oq �!"'• Y 4s•�//0 A i , x T//P Ix 1, _ 4x8 S D3 la :�E 2x/Ovnv/VG"EkS:r/ vy i i y I S �. E ✓1,8ME R 2'0 _ - I Y I I v 2d ,. _ ! S �R n - 4" A T REAR-a"A t I -- - - - -. r - c. FLOOR JOISTS v //o'" D.C. 1 ,t ,.. rrC45L 40CAr02 +�, 2x4 LEDGER `�-4x 8 WoaD BE/vM _ Pl�cl S ¢ JtSI WOt3�! AA/l� 4' !M coHC� CRASNG s,+VACE /<o"x/(o" c^ONc:• f _ W — ,. !. : 8"x PauIFED I II M Illr i� " - �_� h! Illi GaNc. !'iER— I I ' �'� B" pOuREO i L _� r�it11 rt �� � CONC, FTC. �' _ • o I I � •, . n .. . /cv"x 8'' ��11/ED c"Jr'1;;:. • AV 0 Ii � ~ 4� G Lr• I 7 V Iv � ' lot � 5 C ! SCALE j8"=/=o" SWAGE /'=/=cam" RICHARD B. POLLMAN. DESIGNER IRVING E. PALMQUIST. A.1.A. DESIGN NO. ISSUED FOR DATE REVISIONS BY DATE I�450 PRELIMINARY ❑ PRELIMINARY NOTE: CHECKED ❑ PRODUCTION INC..COPYRIGHT my A HOME POANN[Rf, I DETROIT, AND If NOT TO BE O I'Y'1 e planners , Inc . - COPIED OR REPRODUCED WITHOUT SHEET NO. OF APPROVED 0 ERECTION WRITTEN PERMISSION. 16310 GRAND RIVER AVENUE DETROIT 27. MICHIGAN : k ' • 1 2=4" /. N� P/PE S EFTS , ! ►�--PREFAB CN/MNE�' --- t 3 ` I " A on l l f FIT 47 /x 3 FAsc/A M74.ROOF' S70Nd CN/A9NE'/' - I SH7, MTL. ROOF f ------- � I. f/x tD gs.� � j"FGjASI+��iN I 'I j4ft�1ki -1 ECS SS S I1IitI P tj!!iI1��II II i,FCfAO/'//xLxx_'OFG�E RDp,D PGGGM\,2(LL L CA Y{1 A l SLS tI`F {{{I SEC ijiII N E iINifkII ) 'i•S'tIIiEItI O GRPRF�EE/Nx EE SLT,GA,.O,RSMS �?1A�E• iIN;1i1If F G L E � v^— � •4 55�'�,r +—fIiI —i1II11 P EI N;IIII(I k M74. TL. S,410104 AIDDL B i 49'x 74" 4ox 74" ' 4lo"x 74" 4d'x 74 6U/47• PR00F (SLAG SNRFACE)Sc EEN SREENi SGREEM1 Li V A4. "� NI rIOVM R s I fifI•.-i..-.- f.!I, CI IjIIkt I t�3 f/�fvt2 X"x X Q O !N/7 AO LN/T WD." . r I FIN C OI1iIiI!jIi 7U�f�-N`U iIiiIkIf (4/I S4XEL Ni Gx A 8GG8!LI � .S. iII?I,I IJIt Ri`I�I f fLIII A iI,EIi N tGiiIiIr -�j '-. fIT+ _iiiIIifI 41IiIiIjiiII' — 4C )drROVT 09 1- 4/4(6 ELZYA710Amo re Al-1- FIXrD GLASS SIZES .SI/OWN FOR -TRAnAZo/Z)AL -A NO A'AEC 7ANCUA*-4R FQA MC;S AI2E 4PPROXIMA76 roR ESTIMAT/ MG ONL4/ SM/NG'4d%T i �aLQss hANUFbcru ¢ 6,es o/MFNSIalVs To - 3F MEASURRO FOR EXALT r-RAkE SiZE x S FASCIA N JDB , 44'X 54" 44"x 54 r 4-- .x54' 44Nx 54" f/XD rGASS /o-d"x 7-0 DYE/ZkEAD TYPE GAR^GE DOoR I lG"x 8 CfLlAW, vsr RAAR OfR ST9Zf. T ZG ji EA /O.& B E17 S 40C ISSUED FOR DATE REVISIONS, SY DATE RICHARD S. POLLMAN. DESIGNER IRVING E. PALMOU�IIs1I4I omm"m I SiI T. A.iiftIIiI i.AtIIir I. i1I DI�III E SIGN -N" O. NOTE:PRELIMINARY 0 PRELIMINARY 1450 r - .�1� � , i i - r O CO►TIpgHT/Y Hout"ANHIgns. CHECKED 0 PRODUCTION INC.. oc t AND a NOT To UT O rn e planners , Inc . , APPROVED O ERECTION VMIIT`rall K owR u ONc�o WITHOUT SHEET NO. OF 1 16310 GRAND RIVER AVENUE DETROIT 27. MICHIGAN 4 4 QUANTITY b MATERIAL UNIT TOTAL LINE ITEM QUANTITY b MATERIAL UNIT TOTAL LINE ITEM QUANTITY & MATERIAL UNIT TOTAL LINE ITEM NO. COLUMN NO. 3 UNIT MEAS. (TYPE and/or SIZE) COST COST NO. COLUMN NO. 1 UNIT MEAS. (TYPE and/or SIZE) COST COST No. COLUMN NO. 2 UNIT MEAS. (TYPE and/or SIZE) COST COST - _ t DESIGN 1420 1 DESIGN N0. 1450 -- - 2 on inued - - 1 DESIGN 0. 1 - ---- 3 Footings 3 Roof Frain 2 Pea. 2"x 10"x 201-0" Rafters _ 3 Tile ork 12 Sq.Ft. 8" V rmont Slate Hearth n Gravel a 20 Pee. 2"x 10"x l '-U' _ 4 2 PC Marble Threshold 4 124 Lin.7t. 1 x8 2 Cu.Yds. - - ' 5 2 Lin Ft. Sx42" 112 Sacks Cement — ' 5 2 Pose- 2"x 10"x 12'-0" " Trimmers _ 5 66 Sct.Ft. zed Ceramic Tile Floor • 6 82 S .F`t. Root Sheathing 6 254 2 Peso Glazed " « Walla Paper Holders 1 - 6 Lin.Ft. 12x42" 1 Peso 1" Diameter x Steel Locator Pins 7 72 Lin.Ft. x 4 Heel Plate - Soo i Grab Bars 7 4 Pi M A2" I"- n 1— n 8 — 3 PCs. 8 P:; 24x24xlZ' 8 1 Pcs. tax 8��x 24� 0 Roof Ratters 9 --- _ peg_,_ Tavel Bars 9 1 Pa '-8�a6'-�+x12' 9 --- -1 Pe. "x 8 "x 10 0" Ratters _ to 0 _ 10 _ to 1- Pc. 2�x 12"x 18 -0 Wood Beam - - t t 82 Sq.Ft 8" P ood Flooring 11 Mac Block Wall 12 PCs. _ 12 x x 1 masonryGrade Blocks 1t Peso 2' x 12 x 8 -0' Ratters _ 12 12 Pas. 12 X X 1 " " Corner " 12 6 Pcs "►x 1iX "X " Cli Angles _ 12 $ en 13 Pas. 8 x 8 x 16" " " 13 14 12 Box. 3U%1v_0_Qd_rlQW=g 13 8 Pc 20"x 8" 4" Ridge Steel Splice Plates to 200 Floor Felt 1 P 8 X 8 x 8" " " " to 4686 Lin.Ft. 2 x 6 TiG V-Cut Root PlankingLINE ITEM QUANTITY b MATERIAL UNIT TOTAL ' 14 12 Cs' 15 000 S .F`t. 1 Felt t5 40 Lbs. 8d FlooringNails NO. COLUMN N0. 4 UNIT MEAS. (TYPE and/or SIZE) COST COST 15 PCs. x x 1 " R-zgular " - t6 1 PCs• x x 1 " " Solid " ln" Win" ,1 n _ 17 Stairs P 4 x 10' '- - NO* - — ' 16 Pcs. x x - x - Cli les ,► + „ 1 DESIGIt 1 17 0 PCs. x x 1 17 2 Pee. 11 2 x La Bolts _ PCs. x x 1 " " n ,►L+' Blocks to 128 Pcs. 1 2" x Through Machine Bolts ie P 4"x 10"x '-0'+ " „ 2 inued 18 — - 19 „x O++ 31-O" Treads 3 Metal Adjustable Closet Poles Cu.Yds. 0 0 Mason Sand 19 ROOFINGMET _ � Pc l'x 8"x '-O" Risers 4 Pas. r„ „ t9 Sets Awn Sash Locks i operators Z0 28 Sacks Mortar - acres -P Built-up Slag Coated Roofing 14_�z_ �— �Y_- - 21 p ►'x 1n x 6'-0" S Nos 5 2 Sets- - x Brass Butts _ 21 12 Sacks Cement 21 120 Lin.Ft. Metal Gravel St _ 22 48 ift, „ Mold 6 2 Sets Screen Door Locks 22 15 Gals. Asphalt Foundation Coating 22 1 2 Square As halt Ridge Shingles _ 23 1 Pc. x Cleanout Door 23 20 Squares It Self-SealingShi les Wood Shi es ional _ 29 7 _1 Pint Glue a¢i ens 24 .Ft. Sheet Metal Roof _ 24 '-4" x 1-8"x 1-3/8" us e 1 Rssm Sand Paper 24 Peso 1 x Aluminum Foundati Vents 25 2 "x 61-8"x 1-3/8" 9 H BARUW� -- 25 Veneer i place 25 146 Lin.Ft. Metal DripEd _ _ 8d Has Nails _ „ 26 0 Lbs. Roofi Nails _ 2s Interior 2'-8"x 6'-8"x 1- 8" 10 Lbs. is 26 1 Unit 2 Dome Damper 27 '- ' "x - 8n Bifold tt 100 Lbs. 16d Coltmtoan 27 PCs. 3- x - x - x - re lace Lintel 1� s 27 1 Lin.Ft. Window► Head Flashing _ - _� ,: � „ 8„ n 12 Q n " 28 1 PC. " x " Ash 28 82 PCs " x ' Metal Ste Flashing _ �- " 1 " - „ n 13 80 10dsing 29 22 Lin Ft Chimney Counter Flashing i Sheet Metal dle +, 29 PCs. 2"x 1 "x "x 24" $earth T-Irons - 30 Taterior _ „ - n n 1a 1 Lbs. Roo " 30 11 PCs, Fire Bricks 30 EXTERIOR FINISH - n 31 Windows +r n Fixed Plate Glass — Brick — 31 15 0 LbB. 8d Cos " 31 0 Lbs. „ „ „ „ „ 32 2 Sets 2' "x '-8"x -1 " Jambs With Stops " �� " x 16' Flue Linings 32 4 S e x 4 Loose Ca a - 16 Lbs. 32 8 PCs. 12 _ Sets 2' x ' "x -1 „ „ n n 17 4 Lbs. Finish 33 1 Unit 0"x x 8, Steel Plate we ded to 33 S e " " " " " 33 „ n 34 S e " " Fixed Plate " " - 34 1 Set 2'-8"x 6'-8"x -1 " " n n ie 1 Lbs. 6d " " 34 P x P e - 35 Door Trim n ,► 19 2 Lbs. 44 +, ,+ 35 4000 PCs Common Bricks 35 _ n 36 1 Each t Lett "x10"- " Fixed Plate Glass - 36 4 i e 2'-4 x 6'-8 Ca 20 20 Peso 12" Joist Angles 36 S u � n " 0 0 Mason Sand 37 12 12 Pitch Sloping Head - Loose Casing _ 37 Sides 2'-6" x 6'-8" " 21 Peso 37 16 d r 38 1 Each t i Left 46"x0"-46" Fixed Plate Glass - - 38 4 Sides 2'-8" x 6'-8" „ 22 Peso 4" „ 38 112 Sacks Mortar 39 1 Unit Prefabricated ce Flue 39 1.2 12 Pitch Slo Head - Loose Casing - 39 l Side 6'-0'" x 6'-8" " 23 , 40 1 Unit " Root Housing i Flashing 40 1 Each Right & Left x50 - Fixed Plate Glass - - 40 Window Trim 2a at 1213.2 Pitey slopingHead - Loose Cos - at 2 Lin.Ft. 1 2" x 1- Cas ' 25 - at S lks Drivewa Not 42 1 S e 32 x 60" Fixed Plate Glass - Brick MoldCali _ a2 Lin.Ft. 1 " x 4" Mullion Casing � - a2 Concrete Slabs (Sidewalks ,t 43 Door Frames - a3 4 S 6 x6 8 welded ,Wire Reinforcing Me � t �� 43 1 Lin.Ft 1 " x " " � Exterior Slabs 29 a4 Cu.Yds. Fill Gravel � 1 Terrace '- x Gliding Door Frame Track i Hardware a4 Runni Trim • 45 Cu Yds 60 0 Brick Mold Casing45 0 Lin.Ft. 1 2" x 2-1/2" Base 29 46 2 Terrace ' "x ' " GlidingDoor Frame Track & Bard re - 46 Lin n n shoe — 30 46 15. Sacks 47 Loose Casing - 47 Lin.Ft 4" Quarter Round31 ' 47 48 1 Rear 2'-8"x 6'-8" Rabbeted 1- 4" Brick Mold Casing _ 48 28 Lin.Ft. 1" x 12" Shelving 32 48 a9 FRAMING LUMBER S z a9 2 Units 12'-0"x '- " - 2x " Framed Screen Wall with - 49 46 Lineft. 1" x " Hook Strip33 Ox „ , Beam Material 50 011l: 2'-10"x '-2" Screen Poore in Eac a _ 50 60 Lin.Ft. 1" x 2" She Clea ' � 51 Platforms 8 PC nx 8" 1 WogA Bows 51 1 Rear 21-6"x 6'-8" Rabbeted 1- 4" Brick Mold Casing - 5t 1 Pc. 4'x 8'x l 2" P ood Sbelvi 35 51 „ „ t36 „ „ 52 Field Applied Door - 52 Cabinets " " 337 52 1 Pc 4 x 8 x 8 -0" „ ++ 53 Baths 2 Base 53 P „ „ � n +, 53 i Winder Trim 60 Lin.F`t. 1-118 x 1- 8 Brick M - t 54 1 Lin.Ft. 1-1 8" x 4" Jamb i Mullion " - 5a 2 Pcs. 0"x 21" Plastic Laminate bun S jAvat= Cabinets 38 54 - 2P . ex4x 4 n n 1- Transom Lin 2" x 8" S' Pia 55 1 PC, 1-1 8 x 8 x 1 0' Tra 55 I Unit 24" x 0" MedicineCabinet � 55 124 n " - 55 Cornice True - 56 1 Unit 8" x " ,► " 40 56 62 Pc x Ox " +� 57 Lin.Ft. 1" x " s Board _ 57 Units 57 P n n + n 58 Lin.Ft. 1" �x 8" n n — 58 '+n ++ Shower n n « n 43 , 58 8 P +► 59 2 Units 8 Exhaust Fan Ro 1" x „ i (Optional) ss 114 Lin.Ft. 4 Quarter Round _ 59 2 0 Lin Ft „ n 60 Lin.Ft. l" Y " Frieze Boa _ 60 Kitche 45 60 1950 2 _ 61 2 Base "X " " 45 _ B9 8n „ n « n 47 661 2 1 Lia S" flooringx 0" 6G2 Sidi p .Fte Vertical Pattern Siding -Grooved 8" 0. _ 63 1 Base "X nx 24" S S i 63 „ „ n 63 Porch Rail �► „ +, 64 1 Base 18"x "x 24" 4-Drawe " 48 64 Exterior Walls 64 and Steps 14 PCs. 4�+x 4 x 42 Rail Posts - 65 1 x + « « 65 2 Lin.Ft. 2 x 6 Rails ►+ n " - " �� 49 65 2 Pa 2' x 8 x 24 -0 Oa a Sill Beam s6 PCs. 2"x «x 10'-0" Studs ss '- - 66 1 Upper "x 0"x 12" - „ 51 1 Pc. "x 8"x 0" Stringers „ „ _ 67 2 PCs* 2"x 12"x '-0" Treads _ 67 1 Up-per 6"x 24"x 2" - 51 67 Pcs. 2 x "x 12� 0" " 68 1 PC. 2"x 12"x '- 2"Y X 1 n „ „ - n n 52 68 12 Peso " , H 6s Pcs. 2"x lox 8'-0" " 69 1 Upper „x "0"x 12" -shelf n „ 53 69 158 Pont, 2"x 4 X a,-Cr n " t „ 70 « n Plastic 54 70 Lin.F't. x Plates 70 1 Pe. 2 x l2 x 12 -0" 1 Pee 71 1 LinJ t. x 71 1 PCs. 110 x 6" La Bolts 71 1 Pc Snack " "' " 55 72 2 Pas. 2"x 12 x 1 '-O" Garage Door Headers 72 II�rERIOR FINISH - 72 Snack Bar 56 73 2 Pee. x x 1 ' Headers 73 Exterior Doors 1 Rear 2'-8"x 61-8"x 1- a 73 1 Unit -36" Range Hood,, &haunt Pan A Duct 57 74 12 Lin.Ft. 2" x " Headers 74 1 Rear 2'-6" x 6'-8"x 1- " " " 2T x, 16" - 74 FINISH HARDWARE se Loci Sets 59 75 law S .Ft. Exterior Wall Sheathing75 1 Garage 16'-O"x '-0"x 1- 4" Ove head Do 75 76 2 s Rear Mortise i 60 76 1 S Ft. 1 Felt 76 Insulation - o 61 _ 77 250 Lin.Ft. 1" x " F Strips � 1 S .Ft. Full Thick Floor Insulation - Pa 4 11 x 4e Bo � - " Butts Interior Partitions 78 996 S .Ft. Plastic Membrane Vapor Barrier _ 78 2 Interior PrivacyLock Se 62 63 78 n 79 1 L1ter::or Slid Door P � 79 1.28 PCs. 2" x 4" Studs 79 996 S .Ft. 1-- Blanket Sidewall Insulation e Latch Sets 80 2 Peso " " ' 80 Wall Panel and ,► pdom W _ _ 81 Pairs P1„ - In 2 x x l -0" Studs - - 1 65 ' 81 640 Lin.Ft. 2" x 4" Plates Ceiling81 4614 5 .Ft 4 1►, 66 82 P Stolps 82 « „ 82 22 Lin Ft. 1-"nXna Ca 83 1 Lin Ft. 2 x Headers - 67 83 1 Unit 21-8"x 61-8"x - 8" SlidingDoor Wall Pocket i Track 83 288 S Ping Ceiling Joist Drywall84 Ceiling „ _ e 11 11 PC It ,+ It to68 it to It njandc)w 69 ill X 85 Pas. 2% 4"x 12'-0" Ceil Joist 85 680 .F`t 2 - 86 11 Pairs L n. 2"x 6" joist Trimers 86 224 - 87 71 87 87 2 --- � 72 88 0 89so MINES inumpos�woommo� 8 -- RICHARD .B. POLLMAN. DESIGNER IRVING E. PALMOUIST. A,I.A. DESIGN NO. 1450 ISSUED FOR DATE REVISIONS BY DATE PRELIMINARY ❑ PRELIMINARY — NOTE: MATERIAL LIST o m e planners , Inc N ® COPYRIGHT BY HOME PLANNERS. SHEET NO. OF � CHECKED ❑ PRODUCTION INC.. DETROIT, AND IS NOT TO DE COPIED OR REPRODUCED WITHOUT • 16310 GRAND RIVER AVENUE DETROIT 27, MICHIGAN APPROVED 13 ERECTION WRITTEN PERMISSION.