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510 Valencia St 04-3284 SFRP PERMIT ADDRESS � \� cu\,O- -�t CONTRACTOR (' ADDRESS PHONE NUMBER PROPERTY OWNER PHONE NUMBER AQ;l ELECTRICAL CONTRACTOR C C C C*��(� MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE d d SUBDIVISION PERMIT #6�- 2� DATE PERMIT DESCRIPTION S)�� Q- (nc:o CUL) U�. PERMIT VALUATION �� C ) SQUARE FOOTAGE al� 4 i .... . ............ ........... ............................... .......... .. ..... ..... m F LAUNDRY uA- MASTER BATI. KITCHEN .......... ........... .............. UAKAUL. CEJ .. ..... ..... zod VIM . ....... ..................... ....... ....... . ................ ............ ...... .... . ... .. ... .. .. ......... 111ILET BATH . . .. .... .... . . .... .... . ........... . . . ......... ... ... . . .. ..... ..... .......... ............................ ............ ......................... Sx-4 _7 MASTER BDRM ......... ........ ............. ..... . ........ . I ............. .. ........... I .............. ;UAC: /MLlCTWCR< sx-4 ENTRY WIND IDESICaN CRITERIA P-plomaT, RESIDENCE @ VALENCIA ST. YlLMITY 120 MOW 1AM2 FACTCk IA DOUG MCOUFFEE WE CATAWRY (") a v� OL loamm Caen I I DID r""D*D r NINt 4 CLA=kA PWIhXM6 1 •:9!PW 1 .34-71 PW 3-00-04 7=X r2 4 S1 LOT2 LOT,: LOT4 BLOCK 8 BLOCK 8 BLOCIt 8 k a 1" I.R. :` 55.00' P. 55.05' M. _................_..............._... ._._._ _ ._...___..... __. ............................. _............ 5/8" 1.R. 28'-5 1/15' ` NOM BASIS OF ELEVATION SSWINOLE COUNTY; FLORIDA BENCHMARK 0297201 � U I � C� Q ELEVA770iN = 45.218 ArpQa SET PX NAIL d: SES(. CO. DISK STAMPED 329-72-01 AT THE N.E. CORNER OF A CONC, PADNEAR THE S.W. CORNER OF THE FIRST UNION BANK PROPERTY AND N.E. OF SANFORD %ADDLE SCHOOL cp i O) IO 16 LOT 18 BLOCK 8 BLOCK 8 '1.43' <c Q 10� 10' �..c7Z' S1�a3.� l`� �(2Aa� SucH VACANT LOT -c> ?- W 11- t- tom!o i LO1 17 SW CORNER OFBLOCK 8 �R• s� in + �' LOT 18 BLOCK 8 -�&_ 0i QO �y MOP Q5`'S, 0QUA 1 " I.P. � a '� 9� 10 _ 7� 0 P.c. 55.00' P. 55. 44' M. y ^ FD Fn. 55.00' P. 55.03' ....._. 5/18 LR. 1/2" I.R. o , a91� _............................................................................................................._......i................... VALENCIA STREET (IMPR'OVED) 60, RW k PLOTPLAN PLAN FOR: DOUG MCDUFFEE SCALE. 1'=30' ADDRESS: VALENCIA ST. DATE: 7104 PAGE: PROP. l.D.# 35"-5" eCALE.- 1/.4 11 = i I = 0 11 NO. 16258 STATEOF % f --o °�® �4 ON A L . 4 )TE: COURTYARD FENCE �N 2000 P.6P, MINIMUM ALLOWABLE BEARING 'ORT BY FLORIDA REGISTERED ENGINEERING FOR N POUR. BE IN ACCORDANCE WITH 301-19 AND SHOP SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT ZRICATION OR CONC. POUR. J. CiVIVCiKC I= ZO L. -AT V I K=INCX I M I SLABS, FOO I I NG I .4500 P.S.I. 2/ .214 MAX. AGGREGATE. 4. REINFORCING &TESLt A67M A(birp, GRADE 60 EXCEPT STIRRUPS AND TIES MAY BE GRADE'40. - -- , - --'- - I rp. STRUCTURAL DESIGN IS BASED ON AN ENCLOSED STRUCTURE. WINDOWS SHALL BE COVERED WITH STORM SHUTTERS OR PLYWOOD FOR HURRICANE CONDITIONS TO PREVENT PROJECTILE PENETRATION. (b. DESIGN LOADS: IN ACCORDANCE WITH F.5.C., CHAPTER 16. ROOF LIVE LOAD: 20 P.S.F. WIND LOADS: IN ACCORDANCE W/ F.B.C. 2001 EDITION FOR 120 MPH REGION REFERENCING ASCE-1 INTERIOR PARTIONS: 5 P.S.F. PERPENDICULAR TO WALL FACE 1. PRE-ENGINEERED WOOD TRUSSES SHALL 59 DESIGNED IN ACCORDANCE W1 S.B.C. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 8. LUMBER GRADE SHALL BE: A. HEADER, COLUMNS, BEAMS #2 S.Y.P. OVERBUILT FRAMING 1:15-1500 Pel B. WALLS, BLOCKING, MISC. 02 SPF C.:PLATES 9_ ALL NAILS SHALL BE COMMON WIRS'NAILS UNLESS NOTED OTHERWISE. 10. CHECK ALL DIMENSIONS WITH FLOOR PLAN BEFORE POURING FOUNDATION EXCLUDED 11. THIS STRUCTURE DESIGN EXTENDS TO ITEMS COVERED BY 65CCI-SSTD 12-99 EXCLUDED ARE FINISHES, NON-STRUCTURAL ITEMS, MISC. PARTS OVERHEAD DOORS, ROOFING, WALL WATERPROOFING WHICH ARE DESIGNED BY OTHERS. 12 CONCRETE FLOOR SLAB 15 EXPECTED TO DEVELOP SHRINKAGE CRACKS. 13. CONCRETE MASONRY: ASTM C -SO, WITH 29 DAY PRISM STRENGTH OF 2000 MIN. WITH TYPE M OR S MORTAR. MASONRY PRECAST LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS. ALL MASONRY WORK SHALL BE IN ACCORDANCE W1 A.C.I. 520 AND A.C.I. E731. PROVIDE MASONRY CLEANOUTS ALL FILLED CELL LOCATIONS. A I —11 I 1 -/All 3 811 12" :nTOP xz1' CHAMFER GRADE OF WALL f (TYP) \`O i <5 t4:12 12» HO..RIZ.'`'g., S' CLR. #5 DQyVELS'; 24 , TO MATCH VERT. #5.. 0 #5''© 12'- E W , v J U 4' -Ott Cn LLJ Q SEE THIS SHT. FOR ELEV OF TOP OF WALL n `V GRADE I N Q O _J 01 I { 3" CLR. " 2x4 KEYWAY. "W/1 Q°,. BEVEL' ON BOTH SIDES DECORATIVE WALL SECTION F;�E C E Is 5 �f/�^ {PLAN SCALE:1/4II � 1' — 011 S% \11 8" CONC. COURTYARD WALL TYP. GARAGE [DOOR FOOTING FOOTER .OR 4'";TALL DECOR. WALL SHALL-BE:8 DEEP'AND 16" WIDE -W/2 #`5-REBARS CONT. TYP. ON` -'ALL 4' WALL ONLY. ' ➢•LINI1�IUb1 SIZE OF CONCRE'1•E FOOTINGS FOR RESIDEN"r L, POLXSTEEL WALLS ,i PositionPolysteel Form on Footing Size S spacing of vertical to match rebar required in Polysteel wall Bottom of footing to be below fostline Two n4 grade 40 horizontal LOAD BE UE OF SOIL (psQ OF LINTEL 1,500 ;4'00 2,500 5,000 3,500 4,000 6"Polysteel-1 Story ' w=20' w 1G in 'av 16 in ry=1G In ry=1G in w=1G In 0- 6. BUILDING CODES REQUIRE A MINIMUM OF 2 (TWO) #5 REBAR ABOVE WINDOW h=10Sin DOOR h= iti h- Sin It- 8in h- Sin 2Story tv=28 in t =20 in w=161n )v _-16 in w=16In w=161n It=12 in It 10 in It= 8fit h- 8i. It- Sin It- Stn 35tory w=35 in w=2G in w=Zl in w=181n sv=161n "11=16 in • It=12 In It 12 in --IS h==Oto It- 8in It- gin It- 8in 8" Polystccl-1 Story 1=221. 11 In sx-16in w=16 in rv= 16In=1G In— n tl h=12 in h= 81- h= 8(n h= 8 i It= Sin h= gin 2Story w=32 in w=24 in w=19 in w=16 in ry=161u 11=16 in h=12 in h=12 in h=10 in h= 8in h= Sin Iw 8In 3Story w=38 In w=30 in tv=24 in tr=20 in av=18 in w=161. h=14 to h=12 In h='121. h=10 in It- Sin h= Stn 6"Polysteel-1 Story 1=22 in av=17 in 16 In ry=16 in ry=IG In it, 16 in " With Brick Veneer I1=12iu h= 81n h= Sin It= din h= Sin h= Bin 2Story w=311n w=23 Iu ry=18in w=IG in w=1G in av=16 in h=12 in 1t=12 In h- Sin h= S(n h= 8In h= Sin 3Story w=40In rv=30 in n•=241n w=20 in w=IB in ry=1G in ' h=14 in It =12 in It=121. h=10 In It= Bin h= 8in /. ry Notts: 1.ry tidlhaCfoobng h=Ileigbtaf Caabng 2. Use 3000 psi minimum concrete for footings. 3. Table assumes a maximum span bchvecn feelings and bearing walls or32 feet. 4. Soil load bearing value is determined by local building codes or sails engineer. 5. Table assumes a maximum of 10 feet between stories, sn-loads opl0 psiand floor live loads of 40 psf and roof and floor dead loads of 15 psf. 6. Consult in engineer for soil canditions and loads not shown in fhls tahle, pie. 9 STATE ATE OF SSQP °•° a� �GNe NAL _.' I WALL 4" THICK CONC. SLAB .� '4 4 `94 Z P. (2) "5 BAR5 CONT. K/_\ INTERIOR LOAD BRCS / 2 \FOOTINCa )NC. FOOTER TABLE 6 NFORCEMENT FOR LINTELS REQUIREMENTS FOR 6 INCH and 8 INCH LINTELS LOAD "U PER FT. OF LINTEL INCHES) J 5. LINTEL/LOAD CONBINATIONS WHICH ARE ON THE RIGHT OF THE HEAVY SOLID LINE REQUIRE w SHEAR REINFORCEMENT. STIRRUPS FABRICATED FROM #3 REBAR AND SPACED AT 6 INCHES CIO ON CENTER OVER THE ENTIRE LINTEL SPAN MUST BE USED IN ADDITION TO THE HORIZONTAL REINFORCING SHOWN IN ABOVE TABLE. 0- 6. BUILDING CODES REQUIRE A MINIMUM OF 2 (TWO) #5 REBAR ABOVE WINDOW AND DOOR OPENINGS Z Q U Ir W Q 400 LE3. MMMMM 500 _13. 'MOMM MMMM 1000 La. MMMMOMMMM 1500 LB. M MOMMMMMM 2000 LB. lmmmmmmmm 2500 LB. 4000 LB. 1. "U" IS THE FACTORED LOAD (INCLUDES LIVE LOADS, DEAD LOADS and SAFETY FACTORS). 2. CENTER THE REQUIRED HORIZONTAL REBAR (AS SHOWN IN THE ABOVE TABLE) IN BOTH THE BOTTOM AND THE TOP HORIZONTAL CORES OF THE FORM LINTEL. cj 3. THIS TABLE IS BASED ON FY = 40,000 psi and Fc = 3,000 psi. z 4. THIS IS FOR LINTELS WITH A MINIMUM HEIGHT OF ONE COMPLETE FORM UNIT (16 INCHES) J 5. LINTEL/LOAD CONBINATIONS WHICH ARE ON THE RIGHT OF THE HEAVY SOLID LINE REQUIRE w SHEAR REINFORCEMENT. STIRRUPS FABRICATED FROM #3 REBAR AND SPACED AT 6 INCHES CIO ON CENTER OVER THE ENTIRE LINTEL SPAN MUST BE USED IN ADDITION TO THE HORIZONTAL REINFORCING SHOWN IN ABOVE TABLE. 0- 6. BUILDING CODES REQUIRE A MINIMUM OF 2 (TWO) #5 REBAR ABOVE WINDOW AND DOOR OPENINGS Z Q U Ir W Q o rn POLYSTEEL® CD SCALE: t" = l'—o" DATE: SHEET % DESCRIPTION: o TABLE 6 - LINTEL REINFORCEMENT APS29 PROJECT: SEAL: CLIENT: II yyIIW DESIGNED BY: DRAWN BY: CHECKED BY: SHEET: D.�I. D_r*l. RSR DATE: JOB NUMBER: SHEET: 3.00=04 xxxxx c 3 OF 4 - .0 412 R00F PITCH I'R- I L"'; H T' � D S E L E V A T � 0 N eCALS:1/4" =1' _ 0 TTI F DTnF LEPT �5��'CE ELEVATIO\ ffiffiw Em 70RS DECOR METAL FENCE 10'8" A. F.F. PROJECT: RESIDENCE @ VALENCIA ST. CLIENT: ® a DOUG MCDUFFEE No.16258STATE Of e g ° .I DESIGNED BY: DRAWN BY: CHECKED BY: Nay D. M. D. M. RBR +>m�� DATE: JOB NUMBER: SHEET: 3-00-04 XXXXXX 3 OF 4 SEAL: SHEET: S3 17—n—n ,� —/,� — n �� i �� 0 0 0 0 0 0 0 0 0 0 0== o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 0 0 96-0-0 WD TRUSSES lz 24" O.C. (TYPICAL) I I A N 0 G ,vis cto 7 -? 0 --eV //' NAILING SCHEDULE ad NAILS Q 4" O.C. la SUPPORTED rzDGrzS OP 8001= 1/211 APA RATED C - D PLYWOOD LJ/ ad NAILS 'a (o" O.C. Q INTERIOR SUP'P'ORTS. END GABLE ad NAILS a 4" O.C. S PANEL EDGES 01= SHEATHING 1/211 APA RATED C=D PLYWOOD LJ/ ad NAILS EXTERIOR WOOD s 12" O.C. s INTERIOR SUPPORTS. FRAMED LJAI.La 8001= 611EATI-111,11 PROVIDE ad NAILS e 4" O.C. TO -END CABLE LJALL SUBMITTAL NOTES: 1. SPECIALTY ENGINEER FOR PRE—ENGINEERED WOOD TRUSSES SHALL BE A FLORIDA REGISTERED ENGINEER AND SIGNED AND SEALED SHOP DRAWINGS INCLIDING CALCULATIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATIO OR ERECTION. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN COMFORMANCE WITH F.B.C. LATEST EDITION. 2. SHOP DRAWINGS SHALL INCLUDE TEMPORARY BRACING FOR ERECTION AND HANDLING AND PERMANENT BRACING AS REQUIRED BY SPECIALTY ENGINEER. TRUSS NOTES: 1. TRUSSES SHALL BE DESIGNED BY FLORIDA REGISTERED ENGINEER EXPERIENCED IN TRUSS DESIGN. PROVIDE SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SEAL OF THE ENGINEER. 2. TRUSS FABRICATOR SHALL PREPARE A "FRAMING LAY—OUT" INDICATING THE LOCATION OF TRUSSES, BEARINGS TRUSS SPACING, PITCH, BRACING LOCATION, AND OTHER INFORMATION DEEMED PERTINENT. ARCHITECT WILL PROVIDE TO FABRICATOR, UPON REQUEST, ONE REVERSE SEPIA FOR THIS USE. FABRICATOR SHALL SUBMIT "FRAMING LAY—OUT" TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. UPON APPROVAL, FABRICATOR SHALL PROVIDE COPIES TO CONTRACTOR AND TRUSS ERECTOR FOR FIELD USE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER TRUSS HANDLING AND POPER TEMPORARY AND ERECTION BRACING. 4. PERMANENT -BRACING AS, :INDICATED,ON-DRAWINGS SHALL BE MINIJv1UM 2X4'"DIMENSION LUMBER WITH 2�16D: NAI4S_ IN ,NAILS .IN ,EACH TRUSS, UNLESS INDICATED OTHERWISE. ADDITIONAL BRACING AS REQUIRED OR "RECOMMENDED BY TRUSSDESIGNER '013 FABRICATOR SHALL BE INCLUDED AND INSTALLED. 5.TRUSS FABRICATOR SHALL BE RESPONSIBLE TO COORDINATE ALL TRUSS DIMENSIONS WITH FIELD CONDITIONS PRIOR TO FABRICATION. NOTIFY ARCHITECT IN WRITING IF ANY ADJUSTMENTS TO DRAWING DIMENSIONS ARE RECOMMENDED OR REQUIRED. 6. PROVIDE HURRICANE ANCHORS ANCHORS AS PER GOVERNING CODES AND REGULATION, AND^AS INDICATED ON DRAWINGS. Will. BUi ivivi ORMUE wo) 2X4 AS REQ'D. BY TRUSS DESIGN & AS REQ'D IN TRUSS FRAMING PLAN WEB MEMBER SHEATING CONTINUOUS LATERAL BRACE (CB) REQ'D. BY TRUSS DESIGN AND AS REQ'D. TRUSS FRAMING 11 1 PLAN 2X4 W/ 2-16d NAILS AT EA. TRUSS. 2X4 DIAGONAL BRACE (DB) TYP. AT EA. END WALL & O 20'-0" O.C. MAX. INTERVALS ALONG LATERAL BRACE. PROJECT: RESIDENCE @ VALENCIA ST. CLIENT: DOUG MCDUFFEE DESIGNED BY: DRAWN BY: NECKED BY: D.M. D.M. RBR DATE: JOB NUMBERSHEET: 3-0-04 XXXXXXX 4 ❑F 4 EALI HEFT: S4 u TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B TABLE 7 2"x 10" TOP PLATE WITH ANCHOR f5 REBAR f5 REBAR INTERIOR FINISH SCREWED TO SEE ARCHITECTURAL PLANS BOLTS CELLS ( LESS THAN ONE FULL 16 INCH POLYSTEELO FORM IN HEIGHT) V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" FOR ROOF DESIGN I S REQUIRED BY CODE. OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS Ilz HOLD DOWN CONNECTION PER CODE [ACI 318 (R 12.13.2.2)]. POLYSTEEL 2 3 4 5 6 7 8 LINTEL BACKFILL SOIL FLUID PRESSURE OR STRUCTURAL DESIGNS. 8 INCHES/VV#5 #5 #5 #5 INTERIOR FINISH SCALE: 1' - V-0' 10 INCHES #5 #5 #5 #5 #5 1 2-# BACKFILL DEPTH EXTERIOR FINISH - SCREWED TO SEE ARCHITECTURAL SO THAT THE INTERSECTING FOR FINISH E OF LEDGEFS .f -METAL FURRING 14 INCHES 2-# SCALE: 1' = 1'-0' DATE: 9 TYPICAL LINTEL; STRIPS TYPICAL. EEL® I RM 41 A - APS 1 1 BARS TOP & BOTTOM RVA N&%IMNGTA �0[�TIONSKF Nq BULKY PARTS OF THE EXPANDED POLSTYRENE EHEORIZONTAL SEE TABLES FOR HORIZONTAL TYPICAL BEAM POCKET 3. CENTER THE REQUIRED REBAR SA$ SHOWN IN TABLE 7) IN BOTH THE WITH #3 BENT STIRRUPS IN AND VERTICAL REBAR REQUIRED BOTTOM and TOP HORIZONTAL CONCRETE BttAnMMS OF THE LINTEL FORMS. 4. SHEAR REINFORCEMENT STIRRUPS ARE REQUIRED FOR ALL *SHALLOW" POLYSTEELO FORM FINISH MATERIAL EACH VERTICAL CORE 6. "SIMPSON" ETA TSS EMBEDDED 5 ® 12"o.c. 5 ® 12"o.c. SCREWED TO METAL EXTERIOR FINISH OVER ( " O.C.) ACROSS THE 6. REFER TO TABLE 6 FOR POLYSTEELO FORM LINTELS WHICH ARE A FULL 16 INCHES FURRING STRIPS CONCRETE FILLED FINISH ENTIRE LENGTH OF SNAP -IN (OR POLYSTEELO FORMS DESCRIPTION: ? L -f10 CONCRETE SLAB =,l PLATE TYPICAL TRUSS ON PARTY WALL x 0 g� FIN. GRADE 1" OR 2"x w �d i» W / TYP. WINDOWS INNER FRAME 0 0 HORIZONTAL REBAR REQUIREMENTS; 3/4' = I'-0' OATS m CONCRETE BEAM AND a OR FOOTING AND SLAB DETAILS om COVER FOR REBAR. SKETCH POLYSTEELO < m 0 (SEE STRUCTURAL DRAWINGS) SCALE: 1' = 1'-0' DATE: SHEET < SINGLE STORY EXTERIOR WALL SECTION 0 EQ'D. >' 009 r WOOD WINDOW FRAME o� TABLE 7 - SHALLOW LINTEL REINFORCEMENT SC&L- 3/4' = V-0' EXTERIOR EXTERIOR FINISH �w POLYSTEELO APS 10 FINISH 1-w DATE: SHEET TOP PLATE DESCRIPTION: CONCRETE FILLED Y� 0 APS 1 DESCRIPTION: TYPICAL ELECTRICAL U POLYSTEEL® FORMS I SINGLE STAORY EXTERIOR WALL SECTION APS24 z } WINDOW HEAD AND SILL 4 0 24 o.c. #5 0 24 o.C'4 ® 12 O.C. TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B TABLE 7 V = #4 0 24'o.c. f5 REBAR f5 REBAR INTERIOR FINISH SCREWED TO TABLE 2 ( LESS THAN ONE FULL 16 INCH POLYSTEELO FORM IN HEIGHT) V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" METAL FURRING STRIPS LINTEL SPAN IN FEET OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS Ilz TYPICAL [ACI 318 (R 12.13.2.2)]. POLYSTEEL 2 3 4 5 6 7 8 LINTEL BACKFILL SOIL FLUID PRESSURE 8 INCHES/VV#5 #5 #5 #5 INTERIOR FINISH SCALE: 1' - V-0' 10 INCHES #5 #5 #5 #5 #5 1 2-# BACKFILL DEPTH EXTERIOR FINISH - SCREWED TO SO THAT THE INTERSECTING #5 #5 #5 #5 #5 E OF LEDGEFS .f -METAL FURRING 14 INCHES 2-# SCALE: 1' = 1'-0' DATE: SHEET TYPICAL LINTEL; STRIPS TYPICAL. EEL® I RM 41 TRHEE CONTINUOUS HORIZONTAL CONCRETE BEAM WHICH HAS BEEN CUT OFF. 2. RE-CREATE THE APS 1 1 BARS TOP & BOTTOM RVA N&%IMNGTA �0[�TIONSKF Nq BULKY PARTS OF THE EXPANDED POLSTYRENE EHEORIZONTAL DESCRIPTION: TYPICAL POLYSTEEL? FORMS TYPICAL BEAM POCKET 3. CENTER THE REQUIRED REBAR SA$ SHOWN IN TABLE 7) IN BOTH THE WITH #3 BENT STIRRUPS IN 5. POLYSTEELS FORM WALL SYSTEM BOTTOM and TOP HORIZONTAL CONCRETE BttAnMMS OF THE LINTEL FORMS. 4. SHEAR REINFORCEMENT STIRRUPS ARE REQUIRED FOR ALL *SHALLOW" POLYSTEELO FORM L -f6 EACH VERTICAL CORE 6. "SIMPSON" ETA TSS EMBEDDED 5 ® 12"o.c. 5 ® 12"o.c. 5. THIS TABLE IS BASED ON 40.000 psi REFORMED STEEL REBAR and 3,000 psi CONCRETE. EXTERIOR I ( " O.C.) ACROSS THE 6. REFER TO TABLE 6 FOR POLYSTEELO FORM LINTELS WHICH ARE A FULL 16 INCHES L-#8 SHEET FINISH ENTIRE LENGTH OF SNAP -IN (OR w HORIZONTAL REBAR TOP w #3 REBAR HOOKS AND BOTTOM AS PER DESCRIPTION: ? L -f10 LINTEL OPENING. PLATE TYPICAL TRUSS ON PARTY WALL x 0 g� PANEL OPENINGS AT LEDGER 1" OR 2"x w �d i» EXPANDED STEEL 3° TYP. WINDOWS INNER FRAME y TO RE-CREATE HORIZONTAL HORIZONTAL REBAR REQUIREMENTS; 3/4' = I'-0' OATS m CONCRETE BEAM AND AS REQUIRED BY SEISMIC ZONES 0, 1, 2A, 2B: #4 HORIZ. ® 48" O.C. om COVER FOR REBAR. SKETCH POLYSTEELO < m SCALE: 1' = 1'-0' DATE: WINDOW FRAME SCALE: 1' = 1'-0' DATE: SHEET w� INTER. FIN. SCREWED TO AS EQ'D. >' 009 r WOOD WINDOW FRAME o� TABLE 7 - SHALLOW LINTEL REINFORCEMENT APS30 EXTERIOR EXTERIOR FINISH 0 d- 0p APS 10 FINISH SCALE: N.T.S. DATE: Lu ROOF DETAIL WITHOUT TOP PLATE BACKFILL CONCRETE FILLED SHEET TYPICAL DOOR HEADER DESCRIPTION: TYPICAL ELECTRICAL U POLYSTEEL® FORMS I o¢ APS24 z } WINDOW HEAD AND SILL 4 0 24 o.c. #5 0 24 o.C'4 ® 12 O.C. J a1 SCALE: 1" =1'-0° Z2 6'-0" 5 ®24 o.c. 5 ®24 o.C' 5 ® 12' D.C. 5 ® 12 o.c. lY 6'-6" ¢ m w= POLYSTEELO 1-a 0�? E SCALE: 1' - V-0 DATE: SHEET DESCRIPTION: 4 12 o.c. 5 ® 12 o.c. 6 ® 12 o.c. #6 ® 12 o.c. >� APS 19 6 CP 12'O.C. @ 12"o.c. a� WINDOW HEAD AND SILL OPENINGS NOTES: + FOR SEISMIC ZONES 3 & 4 VERTICAL REBAR MUST BE #3 0 12" O.C. (RATHER THAN #4 ® 24" O.C.) TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B TABLE 7 V = #4 0 24'o.c. f5 REBAR f5 REBAR SHALLOW LINTEL MINIMUM REINFORCEMENT TABLE 2 ( LESS THAN ONE FULL 16 INCH POLYSTEELO FORM IN HEIGHT) V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" (3) LINTEL SPAN IN FEET OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS HEIGHT "H" OF 1.5 (4) [ACI 318 (R 12.13.2.2)]. POLYSTEEL 2 3 4 5 6 7 8 LINTEL BACKFILL SOIL FLUID PRESSURE 8 INCHES/VV#5 #5 #5 #5 NOTES SCALE: 1' - V-0' 10 INCHES #5 #5 #5 #5 #5 1 2-# BACKFILL DEPTH 30 LBS/FT2 40 LBS/FT2 12 INCHES #5 #5 #5 #5 #5 #5 2-#5 SO THAT THE INTERSECTING #5 #5 #5 #5 #5 E OF LEDGEFS 2. PLYWOOD SHEATHING. 14 INCHES 2-# SCALE: 1' = 1'-0' DATE: SHEET 1. THIS TABLE IS FOR A FACTORED LOAD (I_NCLUDING SAFETY FACTORS) OF UP TO A MAXIMUM OF 2,000 LBS. PER UNEAR FOOT OF Ll TEL. 3. EDGE NAILING. EEL® I RM 41 TRHEE CONTINUOUS HORIZONTAL CONCRETE BEAM WHICH HAS BEEN CUT OFF. 2. RE-CREATE THE APS 1 1 (116) RVA N&%IMNGTA �0[�TIONSKF Nq BULKY PARTS OF THE EXPANDED POLSTYRENE EHEORIZONTAL DESCRIPTION: TYPICAL POLYSTEEL? FORMS TYPICAL BEAM POCKET 3. CENTER THE REQUIRED REBAR SA$ SHOWN IN TABLE 7) IN BOTH THE 4 ® 12 o.c. #5 ® 12 o.c.Wqll6 5. POLYSTEELS FORM WALL SYSTEM BOTTOM and TOP HORIZONTAL CONCRETE BttAnMMS OF THE LINTEL FORMS. 4. SHEAR REINFORCEMENT STIRRUPS ARE REQUIRED FOR ALL *SHALLOW" POLYSTEELO FORM L -f6 LINTELS. SPACE STIRRUPS AT 6 INCHES ON CENTER OVER ENTIRE LINTEL SPAN. 6. "SIMPSON" ETA TSS EMBEDDED 5 ® 12"o.c. 5 ® 12"o.c. 5. THIS TABLE IS BASED ON 40.000 psi REFORMED STEEL REBAR and 3,000 psi CONCRETE. z TYPICAL PIPE PENETRATION 6. REFER TO TABLE 6 FOR POLYSTEELO FORM LINTELS WHICH ARE A FULL 16 INCHES L-#8 SHEET ti IN HEIGHT. 1' SCALE: = V-o' DATE: SNAP -IN (OR w HORIZONTAL REBAR TOP w #3 REBAR HOOKS AND BOTTOM AS PER DESCRIPTION: ? L -f10 0 6" O.C. TABLE a PLATE TYPICAL TRUSS ON PARTY WALL x 0 g� PANEL OPENINGS AT LEDGER w CUT BACK EPS AND m $d w �d i» EXPANDED STEEL 3° BOX WITH SINGLE GANG 1/2" m w m POLYSTEELO y TO RE-CREATE HORIZONTAL HORIZONTAL REBAR REQUIREMENTS; 3/4' = I'-0' OATS m CONCRETE BEAM AND POLYSTEELO SEISMIC ZONES 0, 1, 2A, 2B: #4 HORIZ. ® 48" O.C. om COVER FOR REBAR. SKETCH POLYSTEELO < m SCALE: 1' = 1'-0' DATE: m 0� SCALE: 1' = 1'-0' DATE: SHEET w� DESCRIPTION: POLYSTEELD >' 009 r SCALE: 1' - 1'-0' DATE: o� TABLE 7 - SHALLOW LINTEL REINFORCEMENT APS30 DESCRIPTION: SCALE: 1' DATE: 0 d- 0p APS 10 SHEET TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B 2X10 (OR 12) V = #4 0 24'o.c. f5 REBAR f5 REBAR (2) TABLE 2 HORIZONTAL V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" (3) REIIJFCRCEMENT OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS PO YS ELS FORM WALL SYSTEM I (4) [ACI 318 (R 12.13.2.2)]. z TYPICAL BEAM POCKET n BACKFILL SOIL FLUID PRESSURE 0 SKETCH N.T.S. I I a NOTES SCALE: 1' - V-0' 4. CONTINUOUS 2"x BACKFILL DEPTH 30 LBS/FT2 40 LBS/FT2 1. WOOD TRUSS. SO THAT THE INTERSECTING POLYSTEELO E OF LEDGEFS 2. PLYWOOD SHEATHING. #4®12"o.c 5 0 12"o.c. SCALE: 1' = 1'-0' DATE: SHEET �(5) 3. EDGE NAILING. EEL® I RM 41 >' 0� APS 1 1 (116) 4. 2x BLOCKING DESCRIPTION: TYPICAL POLYSTEEL? FORMS TYPICAL BEAM POCKET 210 4 ® 12 o.c. #5 ® 12 o.c.Wqll6 5. POLYSTEELS FORM WALL SYSTEM SCALE; 1' =1'-0' L -f6 a 6. "SIMPSON" ETA TSS EMBEDDED 5 ® 12"o.c. 5 ® 12"o.c. U z TYPICAL PIPE PENETRATION TRUSS ANQHOR & TRUSS SEAT EQUAL) L-#8 SHEET =o c0.. r 1' SCALE: = V-o' DATE: SNAP -IN (OR APS 13 DESCRIPTION: ? L -f10 ROOF DETAIL WITHOUT TOP PLATE TYPICAL TRUSS ON PARTY WALL S CONCRETE LINTEL (HEADER) SCHEDULE n g� PANEL OPENINGS AT LEDGER ====(@ SCALE: 1" = 1'-0" i'v w �d i» z W 0 BOX WITH SINGLE GANG 1/2" m w m POLYSTEELO z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE HORIZONTAL REBAR REQUIREMENTS; 3/4' = I'-0' OATS SHEETCRIPTION: POLYSTEELO SEISMIC ZONES 0, 1, 2A, 2B: #4 HORIZ. ® 48" O.C. PSCAUE: < m SCALE: 1' = 1'-0' DATE: SEISMC ZONES 3 & 4: #3 HORIZ. ® 16" O.C. LINTEL DETAIL WITH TABLE g� w� TABLE 3 POLYSTEELD SHEET 009 r SCALE: 1' - 1'-0' DATE: APS 9 SHEET REBAR REQUIREMENTS DESCRIPTION: SCALE: 1' DATE: 0 d- 0p APS 10 SHEET SCALE: N.T.S. DATE: Lu ROOF DETAIL WITHOUT TOP PLATE BACKFILL 30 LBS/FT2KFIPRESSURE 40 LBS/FT21D 50 LBS/FT2 60 LBS/FT2 SHEET TYPICAL DOOR HEADER DESCRIPTION: TYPICAL ELECTRICAL 5'-0" #4® 24"o.c.' #4 O 24"o.c' #5@ 24"Ox. 15 0 24"o.U. o¢ TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B 2X10 (OR 12) V = #4 0 24'o.c. f5 REBAR f5 REBAR FRAMING TABLE 2 HORIZONTAL V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" 8 FOOT HIGH BASEMENT WALLS USING 6 INCH POLYSTEEL REIIJFCRCEMENT OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS PO YS ELS FORM WALL SYSTEM I (4) [ACI 318 (R 12.13.2.2)]. z TYPICAL BEAM POCKET n BACKFILL SOIL FLUID PRESSURE 0 SKETCH N.T.S. I I a NOTES SCALE: 1' - V-0' 4. CONTINUOUS 2"x BACKFILL DEPTH 30 LBS/FT2 40 LBS/FT2 < m SO THAT THE INTERSECTING POLYSTEELO E OF LEDGEFS #4® 24"o.c.+ #5 O 24"o.C' #4®12"o.c 5 0 12"o.c. SCALE: 1' = 1'-0' DATE: SHEET (1) (5) DESCRIPRON: EEL® I RM 41 >' 0� APS 1 1 (6) z W TYPICAL PANEL WINDOWS BEHIND LEDGERS n DESCRIPTION: TYPICAL POLYSTEEL? FORMS TYPICAL BEAM POCKET 210 4 ® 12 o.c. #5 ® 12 o.c.Wqll6 ® 12 D.C. SCALE; 1' =1'-0' L -f6 a TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B LEDGERS - V = #4 0 24'o.c. f5 REBAR f5 REBAR WINDOW FOR CONCRETE 48E TABLE 2 POLYSTEEL® FORM V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" 8 FOOT HIGH BASEMENT WALLS USING 6 INCH POLYSTEEL 4" MIN. CUT-OUTS IN PANELS TO OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS 1" SMALLER THAN VERTICAL SIZE (4) [ACI 318 (R 12.13.2.2)]. OF LEDGERS, PICAL. BACKFILL SOIL FLUID PRESSURE 3. NAILING NOTES SCALE: 1' - V-0' 4. CONTINUOUS 2"x BACKFILL DEPTH 30 LBS/FT2 40 LBS/FT2 50 LBS/FT2 60 LBS/FT2 SO THAT THE INTERSECTING �Ul E OF LEDGEFS #4® 24"o.c.+ #5 O 24"o.C' #4®12"o.c 5 0 12"o.c. L-#2 iV (1) (5) POLYS EEL® I RM 41 5 ® 24 o.C` 4 ® 12 o.c. 5 0 12 ox i5 ® 12 o.c. (6) z W TYPICAL PANEL WINDOWS BEHIND LEDGERS n DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL 210 4 ® 12 o.c. #5 ® 12 o.c.Wqll6 ® 12 D.C. SCALE; 1' =1'-0' L -f6 a 6. 2"x 10" TOP PLATE WITH 5 ® 12"o.c. 5 ® 12"o.c. U z TYPICAL PIPE PENETRATION m m POLYSTEELO L-#8 SHEET =o c0.. r 1' SCALE: = V-o' DATE: SHEET APS 13 DESCRIPTION: ? L -f10 M APS21 TYPICAL TRUSS ON PARTY WALL S CONCRETE LINTEL (HEADER) SCHEDULE n g� PANEL OPENINGS AT LEDGER 1"=1SCALE: -0' w �d i» W BOX WITH SINGLE GANG 1/2" m w m POLYSTEELO z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B f3 STIRRUPS r#3 STIRRUPS V = #4 0 24'o.c. f5 REBAR f5 REBAR (2) TABLE 2 TWO STIRRUPS ARE FABRICATED FROM 3 REBAR, f y = 40,000 PSI, AND V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" 8 FOOT HIGH BASEMENT WALLS USING 6 INCH POLYSTEEL V = #3 0 12°o.c. OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND VERTICAL REBAR REQUIREMENTS THE #5 HORIZONTAL REBAR WITH AT LEAST A 135 DEGREE BEND. (4) [ACI 318 (R 12.13.2.2)]. UNBALANCED BACKFILL SOIL FLUID PRESSURE 3. NAILING NOTES SCALE: 1' - V-0' 4. CONTINUOUS 2"x BACKFILL DEPTH 30 LBS/FT2 40 LBS/FT2 50 LBS/FT2 60 LBS/FT2 SO THAT THE INTERSECTING L-#1 5'-0" #4® 24"o.c.+ #5 O 24"o.C' #4®12"o.c 5 0 12"o.c. L-#2 (1) (5) 3. EDGE NAILING. - 5'6" 5 ® 24 o.C` 4 ® 12 o.c. 5 0 12 ox i5 ® 12 o.c. (6) L -f4 DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL 6 -0" 4 ® 12 o.c. #5 ® 12 o.c.Wqll6 ® 12 D.C. ALL CELLS FILLED L -f6 `f m 6. 2"x 10" TOP PLATE WITH 5 ® 12"o.c. 5 ® 12"o.c. L-#7 z TYPICAL PIPE PENETRATION ANCHOR BOLTS L-#8 SHEET 5 0 12'o.c. 6 ® 12"o.c. TYPICAL ROOF DETAIL L-#6 APS 13 14z ? L -f10 M 5 ® 12 o.c. 6 ® 12 o.c. TYPICAL TRUSS ON PARTY WALL S CONCRETE LINTEL (HEADER) SCHEDULE n Z SCALE: 1"=1SCALE: -0' w �d i» W BOX WITH SINGLE GANG 1/2" m w m POLYSTEELO z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE HORIZONTAL REBAR REQUIREMENTS; 3/4' = I'-0' OATS SHEETCRIPTION: POLYSTEELO SEISMIC ZONES 0, 1, 2A, 2B: #4 HORIZ. ® 48" O.C. PSCAUE: APS22 SCALE: 1' = 1'-0' DATE: SEISMC ZONES 3 & 4: #3 HORIZ. ® 16" O.C. LINTEL DETAIL WITH TABLE g� 0� TABLE 3 Y >-"DESCRIPTION: 0 SHEET 8 FOOT HIGH BASEMENT WALLS USING 8 INCH POLYSTEEL 0 APS 9 VERTICAL REBAR REQUIREMENTS U W ¢ SCALE: 1' DATE: 0 d- UNBALANCED DATE: SHEET SCALE: N.T.S. DATE: DESCRIPTION: TYPICAL WALL INTERSECTION >' �¢ BACKFILL 30 LBS/FT2KFIPRESSURE 40 LBS/FT21D 50 LBS/FT2 60 LBS/FT2 SHEET TYPICAL DOOR HEADER DESCRIPTION: TYPICAL ELECTRICAL 5'-0" #4® 24"o.c.' #4 O 24"o.c' #5@ 24"Ox. 15 0 24"o.U. o¢ APS24 4 0 24 o.c. #5 0 24 o.C'4 ® 12 O.C. 6'-0" 5 ®24 o.c. 5 ®24 o.C' 5 ® 12' D.C. 5 ® 12 o.c. 6'-6" 5 ® 24o.c. 4 ® 12o.c, o.c. 7-0 4® 12'b.c. 5 12o.c. 5 0 12"o.c, D.C. 7'-6" 4 12 o.c. 5 ® 12 o.c. 6 ® 12 o.c. #6 ® 12 o.c. 6 CP 12'O.C. @ 12"o.c. NOTES: + FOR SEISMIC ZONES 3 & 4 VERTICAL REBAR MUST BE #3 0 12" O.C. (RATHER THAN #4 ® 24" O.C.) z +• FOR SEISMIC ZONES 3 & 4 VERTICAL REBAR MUST BE #4 0 12" O.C. (RATHER THAN #5 0 24" O.C.) 1. THIS TABLE REQUIRES A MINIMUM OF 3,000 psi w CONCRETE AND 40,000 psi DEFORMED STEEL REBAR GI 2. THIS TABLE ASSUMES THE REBAR IS PLACED IN THE CENTER OF THE WALL. m 3. BASEMENT FLOOR MUST BE POURED AND THE FIRST FLOOR IN PLACE BEFORE BACKFILUNG. 4. CONCRETE MUST CURE A MINIMUM OF 7 DAYS w BEFORE BACKFILLING 5. BACKFILL SHOULD BE WELL DRAINED. ¢ 6. REFER DETAIL APSE, FOR PROPER m BASEMENT DRAINAGE AND DAMP PROOFING. ow POLYSTEELO �S SCALE: 1' DATE: SHEET DESCRIPTION: o� CONCRETE REINFORCEMENT REQUIREMENT APS28 TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B f3 STIRRUPS r#3 STIRRUPS V = #4 0 24'o.c. f5 REBAR f5 REBAR (2) 0' TO 40'-0" H = #4 IO 48"o.c. TWO STIRRUPS ARE FABRICATED FROM 3 REBAR, f y = 40,000 PSI, AND V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" INSTALLED IN EACH VERTICAL CORE (12' O.C.) ACROSS THE ENTIRE LENGTH V = #3 0 12°o.c. OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND H = #4 ®48"o.c. THE #5 HORIZONTAL REBAR WITH AT LEAST A 135 DEGREE BEND. (4) [ACI 318 (R 12.13.2.2)]. (5) 2. PLYWOOD SHEATHING. TYPICAL LINTEL STIRRUPS 3. NAILING NOTES SCALE: 1' - V-0' 4. CONTINUOUS 2"x MARK DESCRIPTION CONCRETE UNTELS (HEADERS) 1. WOOD TRUSS. SO THAT THE INTERSECTING L-#1 PACK AND SEAL BETWEEN 2. PLYWOOD SHEATHING. ACHOR BOLTS L-#2 (1) (5) 3. EDGE NAILING. L -f3 HORIZONTAL STEEL SCALE: 1'= V-0' DATE: (6) L -f4 DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL AFTER WALL IS POURED rc L -f5 5. POLYSTEELO FORM WALL SYSTEM ALL CELLS FILLED L -f6 `f m 6. 2"x 10" TOP PLATE WITH WITH CONCRETE L-#7 z TYPICAL PIPE PENETRATION ANCHOR BOLTS L-#8 SHEET AFTER WALL IS POURED TYPICAL ROOF DETAIL L-#6 APS 13 14z ? L -f10 FOR THIN PORTIONS OF EPS: w POLYSTEELO TYPICAL TRUSS ON PARTY WALL S CONCRETE LINTEL (HEADER) SCHEDULE n Z SCALE: 1"=1SCALE: -0' w �d i» W BOX WITH SINGLE GANG 1/2" m w m POLYSTEELO z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO 3/4' = I'-0' OATS SHEETCRIPTION: POLYSTEELO SHEET PSCAUE: APS22 SCALE: 1' = 1'-0' DATE: g LINTEL DETAIL WITH TABLE g� 0� SCALE: 1' = V-0' DATE: Y >-"DESCRIPTION: 0 SHEET TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B SEISMIC ZONES 3, 4 V = #4 0 24'o.c. (2) 0' TO 40'-0" H = #4 IO 48"o.c. (4) (4) V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" (3) V = #3 0 12°o.c. H = #4 ® 48"a.c.H = #3 ® 16"o.c. H = #4 ®48"o.c. H _ #3 0 16"o.c. (4) WILL PASS THROUGH, INTO (5) 2. PLYWOOD SHEATHING. 48'-0" TO 60'-0" H = 44 0 48"o.c. 3. NAILING NOTES 4. CONTINUOUS 2"x ILII I I 1. WOOD TRUSS. SO THAT THE INTERSECTING 6. 2'k 10" TOP PLATE WITH PACK AND SEAL BETWEEN 2. PLYWOOD SHEATHING. ACHOR BOLTS FORMS FIT INSIDE OUTER FORMS. (1) (5) 3. EDGE NAILING. GUN or ROUTER TO CUT A NARROW HORIZONTAL STEEL SCALE: 1'= V-0' DATE: (6) 4. 2x BLOCKING DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL AFTER WALL IS POURED rc FIRE STOP SEALANT (15 MIN. 5. POLYSTEELO FORM WALL SYSTEM ALL CELLS FILLED FTT M +]� SECTION SIDE VIEW I `f m 6. 2"x 10" TOP PLATE WITH WITH CONCRETE POLYSTEELO z TYPICAL PIPE PENETRATION ANCHOR BOLTS SCALE: 1' = 1'-0' DATE: SCALE: SHEET AFTER WALL IS POURED TYPICAL ROOF DETAIL r APS 13 14z DESCRIPTION: FOR THIN PORTIONS OF EPS: ~ ! TYPICAL TRUSS ON PARTY WALL SCALE: 1" = 1'-0" Z SCALE: 1"=1SCALE: -0' w �d i» w Ir a BOX WITH SINGLE GANG 1/2" STANDARD DEEP BOXES z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO 3 w RAISED COVER. POLYSTEELO SHEET (OR USE PRESSURE TREATED LUMBER) m SCALE: 1' = 1'-0' DATE: POLYSTEELO SHEET g� 0� SCALE: 1' = V-0' DATE: Y >-"DESCRIPTION: 0 SHEET 0Z 0 APS 9 DESCRIPTION: U W ¢ SCALE: 1' DATE: 0 d- TYPICAL ROOF DETAIL DATE: SHEET SCALE: N.T.S. DATE: DESCRIPTION: TYPICAL WALL INTERSECTION >' �¢ APS 14 SCALE: 1' = 7'-0' DATE: SHEET TABLE TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR TOP OF 2 STORY BUILDINGS 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES I SEISMIC ZONES SEISMIC ZONES I SEISMIC ZONES BEARING WALLS 0, 1, 2A, 2B 3, 4 0, 1, 2A, 28 3, 4 0' TO 60'-0" V = #4 ® 24'o.c. V = #3 0 12". V = 4 0 24 o.c. V = #3 ® 12"0.c. H = 4 ® 48"a.c. H = 3 0 16°o.c. H = 4 ® 48"o.c H = 3 ® 16"O.c. FOR BOTTOM STORY OF 2 STORY (NOT FOR BASEMENTS) SPAN BETWEEN SEISMICZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 SEISMIC ZONES 0, 1, 2A, 2B SEISMIC ZONES 3, 4 V = #4 0 24'o.c. (1) 0' TO 40'-0" H = #4 IO 48"o.c. (4) (4) V = #111 24' V = #3 ® 12'o.c. 40'-0" TO 48'-0" V = #4 0 24"o.c. V = #3 0 12°o.c. H = #4 ® 48"a.c.H = #3 ® 16"o.c. H = #4 ®48"o.c. H _ #3 0 16"o.c. V = #5® 24'o.c. WILL PASS THROUGH, INTO (5) 2. PLYWOOD SHEATHING. 48'-0" TO 60'-0" H = 44 0 48"o.c. 3. NAILING 1. V = VERTICAL REINFORCEMENT, H = HORIZONTAL REINFORCEMENT. 2. TABLE 1 REQUIRES A MINIMUM OF 3,000 psi CONCRETE AND 40,000 psi DEFORMED STEEL REBAR. 3. TABLE 1 ASSUMES A WIND SPEED OF 100 MPH (DESIGN WIND LOAD OF 34.7 LBS/FT2 4. TABLE 1 ASSUMES UNSUPPORTED WALL HEIGHTS THAT DO NOT EXCEED 10 FEET. FROM FLOOR TO CEILING. z 5. TABLE 1 ASSUMES A ROOF LIVE LOAD (SNOW LOAD) OF 30 LBS/F2 AND A FLOOR LIVE LOAD OF 40 LBS/FT2 w 6. TABLE 1 ASSUMES ROOF AND FLOOR DEAD LOADS OF 15 1_135/FT2 w 7. TABLE 1 SHOULD NOT BE USED FOR BASEMENTS. (SEE TABLES 2 THRU 5 FOR BASEMENT REBAR REQUIREMENTS). w� POLYSTEELO _o- SCALE: 1' = Va' DATE: SHEET rl DESCRIPTION: [Lg. TABLE 1 - REINFORCEMENT REQUIREMENTS APS27 g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 (3) (2) (1) CAST A PIPE SLEEVE (4) (4) TO 1 1/2" O.D. MAY BE INSTALLED POLYSTEELO FORM WALL SYSTEM (6) NOTES IN THE POLYSTYRENE. LARGER - 1. WOOD TRUSS. WILL PASS THROUGH, INTO (5) 2. PLYWOOD SHEATHING. FORM WALLS, REMOVE A 3. NAILING POLYSTEEL® FORM WALL 4. CONTINUOUS 2"x ILII I I 5. POLYSTEEL E)FORM WALL SYSTEM SO THAT THE INTERSECTING 6. 2'k 10" TOP PLATE WITH PACK AND SEAL BETWEEN OR MECH.) PASSING THRU POLYSTEELQ9 FORM ACHOR BOLTS FORMS FIT INSIDE OUTER FORMS. Li TYPICAL TRUSS ON PARTY WALL WALL GUN or ROUTER TO CUT A NARROW HORIZONTAL STEEL SCALE: 1'= V-0' DATE: PIPING WITH AN APPROVED SCALE; 1" = V-0" DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL AFTER WALL IS POURED rc FIRE STOP SEALANT (15 MIN. TYPE -NM ROMEX WIRE ALL CELLS FILLED FTT M +]� SECTION SIDE VIEW I `f m (NEC ARTICLE 336-3) & WITH CONCRETE POLYSTEELO z TYPICAL PIPE PENETRATION THRU WALL SCALE: 1' = 1'-0' DATE: SCALE: SHEET AFTER WALL IS POURED V SCALE: 1 1/2° = 1'-0° c� APS 13 14z DESCRIPTION: FOR THIN PORTIONS OF EPS: g� TYPICAL TRUSS ON PARTY WALL SCALE: 1" = 1'-0" O USE 4"x 4"x 1 1/2" SHALLOW W i J w �d i» w g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 1/2" I 1/2" TYP m m VERTICAL STEEL CAST A PIPE SLEEVE 7 1 /2" 6" TO 1 1/2" O.D. MAY BE INSTALLED POLYSTEELO FORM WALL SYSTEM LARGER THAN PIPE THAT IN THE POLYSTYRENE. LARGER - AT INTERSECTING POLYSTEELO WILL PASS THROUGH, INTO PLUMBING LINES SHOULD BE FORM WALLS, REMOVE A MARK WIRE ROUTE AND USE A POLYSTEEL® FORM WALL SECTION OF THE OUTER WALL ILII I I IIII LL PIPING (ELECT., PLUMB'G, SO THAT THE INTERSECTING MARK PIPE ROUTE AND USE A PACK AND SEAL BETWEEN OR MECH.) PASSING THRU POLYSTEELQ9 FORM 3� t7 $W Q FORMS FIT INSIDE OUTER FORMS. SLEEVE AND PASS THROUGH WALL GUN or ROUTER TO CUT A NARROW HORIZONTAL STEEL SCALE: 1'= V-0' DATE: PIPING WITH AN APPROVED GROVE 1 1/2' DEEP FOR Y8k) DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL AFTER WALL IS POURED rc FIRE STOP SEALANT (15 MIN. TYPE -NM ROMEX WIRE ALL CELLS FILLED FTT M +]� SECTION SIDE VIEW I RATING MINIMUM) (NEC ARTICLE 336-3) & WITH CONCRETE TYPICAL PLUMBING INSTALLATION z TYPICAL PIPE PENETRATION THRU WALL TYPICAL WALL INTERSECTION % 1 AFTER WALL IS POURED V SCALE: 1 1/2° = 1'-0° c� = 1'-0" 14z J FOR THIN PORTIONS OF EPS: POLYSTEELO FORM SCALE: 1" = 1'-0" O USE 4"x 4"x 1 1/2" SHALLOW W i J w �d i» w BOX WITH SINGLE GANG 1/2" STANDARD DEEP BOXES z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO ¢ m oW RAISED COVER. POLYSTEELO SHEET (OR USE PRESSURE TREATED LUMBER) g=? SCALE: 1' = 1'-0' DATE: INSTALLATION SHEET g� TYPICAL PIPE PENETRATION THRU WALL Y >-"DESCRIPTION: 0 APS23 0Z SCALE: 1" = 1 -0' POLYSTEELO U W ¢ g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 1/2" I 1/2" TYP m m VERTICAL STEEL HORIZONTAL STEEL 7 1 /2" 6" TO 1 1/2" O.D. MAY BE INSTALLED POLYSTEEL® FORMS IN PLACE WITH A CONSTRUCTION IN THE POLYSTYRENE. LARGER - AT INTERSECTING POLYSTEELO ADHESIVE COMPATIBLE WITH PLUMBING LINES SHOULD BE FORM WALLS, REMOVE A MARK WIRE ROUTE AND USE A EXPANDED POLYSTYRENE or SECTION OF THE OUTER WALL HOT KNIFE, ELECTRIC SOLDER'G EXPANDING URETHANE FOAM SO THAT THE INTERSECTING MARK PIPE ROUTE AND USE A GUN or ROUTER TO CUT A NARROW (USE APPROVED WIRE & ELECTRICAL 3� t7 $W Q FORMS FIT INSIDE OUTER FORMS. GROVE 1 1/2" DEEP FOR YOUR CONDUIT FOR COMMERCIAL APPLICATIONS) GUN or ROUTER TO CUT A NARROW HORIZONTAL STEEL SCALE: 1'= V-0' DATE: ROMEX WIRE TYPE -NM GROVE 1 1/2' DEEP FOR Y8k) DESCRIPTION: TYPICAL POLYSTEEL? FORMS VERTICAL STEEL AFTER WALL IS POURED rc PIPING TYPE -NM ROMEX WIRE ALL CELLS FILLED FTT M +]� SECTION SIDE VIEW I __1 POLYSTEELO FORM (NEC ARTICLE 336-3) & WITH CONCRETE TYPICAL PLUMBING INSTALLATION (NEC ARTICLE 300-4d TYPICAL WALL INTERSECTION % 1 AFTER WALL IS POURED V & 300-41a) = 1'-0" 14z J FOR THIN PORTIONS OF EPS: POLYSTEELO FORM SCALE: 1" = 1'-0" USE 4"x 4"x 1 1/2" SHALLOW W i J w �d i» w BOX WITH SINGLE GANG 1/2" STANDARD DEEP BOXES z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO z RAISED COVER. SCALE: 1' = 1'-0' DATE: SHEET (OR USE PRESSURE TREATED LUMBER) W TYPICAL ELECTRICAL INSTALLATION g� POLYSTEEL PLUMBING INSTALLATION m DOOR AND WINDOW ROUGH -IN FRAMING %1 0Z SCALE: 1" = 1 -0' POLYSTEELO U W ¢ SCALE: 1' DATE: 0 d- SCALE: 1' = V-0' DATE: SHEET SCALE: N.T.S. DATE: DESCRIPTION: TYPICAL WALL INTERSECTION >' �¢ APS 14 SCALE: 1' = 7'-0' DATE: SHEET TYPICAL DOOR HEADER DESCRIPTION: TYPICAL ELECTRICAL INSTALLATION DOOR AND WINDOW ROUGH -IN FRAMING o¢ g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 1/2" I 1/2" TYP m m WATER AND PLUMBING LINES UP SECURE WIRE AND BOXES 7 1 /2" 6" TO 1 1/2" O.D. MAY BE INSTALLED POLYSTEEL® FORMS IN PLACE WITH A CONSTRUCTION IN THE POLYSTYRENE. LARGER - 0 ADHESIVE COMPATIBLE WITH PLUMBING LINES SHOULD BE MARK WIRE ROUTE AND USE A EXPANDED POLYSTYRENE or _ TYPICAL POLYSTEEL FORMS HOT KNIFE, ELECTRIC SOLDER'G EXPANDING URETHANE FOAM MARK PIPE ROUTE AND USE A GUN or ROUTER TO CUT A NARROW (USE APPROVED WIRE & ELECTRICAL 3� t7 $W Q HOT KNIFE, ELECTRIC SOLDER'G GROVE 1 1/2" DEEP FOR YOUR CONDUIT FOR COMMERCIAL APPLICATIONS) GUN or ROUTER TO CUT A NARROW g� SCALE: 1'= V-0' DATE: ROMEX WIRE TYPE -NM GROVE 1 1/2' DEEP FOR Y8k) DESCRIPTION: TYPICAL POLYSTEEL? FORMS AFTER WALL IS POURED rc PIPING TYPE -NM ROMEX WIRE vARIEs FTT M +]� SECTION SIDE VIEW I __1 POLYSTEELO FORM (NEC ARTICLE 336-3) & TYPICAL PLUMBING INSTALLATION (NEC ARTICLE 300-4d AFTER WALL IS POURED V & 300-41a) = 1'-0" J FOR THIN PORTIONS OF EPS: POLYSTEELO FORM w z USE 4"x 4"x 1 1/2" SHALLOW HEADER n w �d i» w BOX WITH SINGLE GANG 1/2" STANDARD DEEP BOXES z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO z RAISED COVER. SCALE: 1' = 1'-0' DATE: SHEET (OR USE PRESSURE TREATED LUMBER) W TYPICAL ELECTRICAL INSTALLATION g� POLYSTEEL PLUMBING INSTALLATION u DOOR AND WINDOW ROUGH -IN FRAMING %1 0Z SCALE: 1" = 1 -0' U W ¢ SCALE: 1' DATE: POLYSTEEL® SHEET m m SCALE: N.T.S. DATE: POLYSTEELO DESCRIPTION: 05 SCALE: 1' = 7'-0' DATE: SHEET TYPICAL DOOR HEADER DESCRIPTION: TYPICAL ELECTRICAL INSTALLATION DOOR AND WINDOW ROUGH -IN FRAMING o¢ APS24 g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 1/2" I 1/2" TYP m m WATER AND PLUMBING LINES UP 7 1 /2" 6" TO 1 1/2" O.D. MAY BE INSTALLED POLYSTEEL® FORMS oo N 21 .0 N IN THE POLYSTYRENE. LARGER - 0 INTERIOR FINISH PLUMBING LINES SHOULD BE TYPICAL 8" FORMS TYPICAL 6" FORMS INSTALLED PRIOR TO POURING ^ _ TYPICAL POLYSTEEL FORMS CONCRETE. TOP VIEW z_ SCALE _ 1' 1 -0' MARK PIPE ROUTE AND USE A FOR TYPICAL LINTEL 3� t7 $W Q HOT KNIFE, ELECTRIC SOLDER'G � POLYSTEELO GUN or ROUTER TO CUT A NARROW g� SCALE: 1'= V-0' DATE: SHEET APS 2 6 GROVE 1 1/2' DEEP FOR Y8k) DESCRIPTION: TYPICAL POLYSTEEL? FORMS AFTER WALL IS POURED rc PIPING DOOR FRAME TO vARIEs FTT M +]� SECTION SIDE VIEW I __1 POLYSTEELO FORM BE WRAPPED WITH 30# FELT TYPICAL PLUMBING INSTALLATION AND TO REMAIN IN PLACE AFTER WALL IS POURED V SCALE: 1" = 1'-0" J '+ TO REMAIN (OPTIONAL) PRE -HUNG DOOR AND FRAME w z TYPICAL DOOR HEADER n w �d i» w w� z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE POLYSTEELO 0 0� SCALE: 1' = 1'-0' DATE: SHEET (OR USE PRESSURE TREATED LUMBER) V APS25 DESCRIPTION: g� POLYSTEEL PLUMBING INSTALLATION DOOR AND WINDOW ROUGH -IN FRAMING %1 a g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 1/2" I 1/2" TYP m m CONCRETE FILLED 7 1 /2" 6" POLYSTEEL® FORMS oo N 21 .0 N 0 INTERIOR FINISH 11" - 9 1/4 " TYPICAL 8" FORMS TYPICAL 6" FORMS SCREWED TO METAL _ TYPICAL POLYSTEEL FORMS z_ SCALE _ 1' 1 -0' J FOR TYPICAL LINTEL 3� t7 $W Q � POLYSTEELO g� SCALE: 1'= V-0' DATE: SHEET APS 2 6 FRAME TO BE REMOVED DESCRIPTION: TYPICAL POLYSTEEL? FORMS AFTER WALL IS POURED rc DOOR FRAME TO vARIEs g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 BUCK 70 BE WRAPPED WITH CONCRETE FILLED PLACE AFTER WALL IS POURED EXTERIOR OF BLDG. (OR USE PRESSURE TREATED LUMBER) POLYSTEEL® FORMS EXTERIOR AND INTERIOR FRAME TO BE REMOVED. INTERIOR FINISH 2'x 4' DIAGONAL EXTERIOR FINISH SCREWED TO METAL AND REUSED AS BLOCKING � FURRING STRIPS TYPICAL VARIES SLOTS OPEN TO POUR CONCRETE INTO FORMS BELOW or 2- 2'x 4' FOR TYPICAL LINTEL SPACED AT CENTER. REBAR AND STIRRUP INTERIOR OF BLDG o INTERIOR AND EXTERIOR REQUIREMENTS, SEE TABLE 6 FRAME TO BE REMOVED AFTER WALL IS POURED rc DOOR FRAME TO vARIEs TYPICAL WINDOW ROUGH -IN FRAMING BE WRAPPED WITH 30# FELT INTERIOR AND EXTERIOR AND TO REMAIN IN PLACE AFTER WALL IS POURED AFTER WALL IS POURED TO HEADER HEIGHT ONLY 2'x 4' EXTERIOR FRAME '+ TO REMAIN (OPTIONAL) PRE -HUNG DOOR AND FRAME TYPICAL DOOR HEADER n w z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE 0 SCALE; 1" (OR USE PRESSURE TREATED LUMBER) V LAB UNE m DOOR AND WINDOW ROUGH -IN FRAMING %1 a POLYSTEELO 0� SCALE: 1' DATE: POLYSTEEL® SHEET SCALE: N.T.S. DATE: APS 18 DESCRIPTION: DESCRIPTION: Q. TYPICAL DOOR HEADER 0� DOOR AND WINDOW ROUGH -IN FRAMING g P0 '� Ly�`G�r�T1�IC� fia4, a D D O D �A �9Qry��y C u o. 0 03258 O o STATE OF _n° 4 PROJECT: SEAL: RESIDENCE @ VALENCIA STREET CLIENT: DOUG MCDUFFEE DESIGNED BY: DRAWN SY: NECKED BY: SHEET: D.M. D.M. R a R DATE: JOB NUMBER: HEFT: l J��3-00-04XXXXXX 5 5 S5 o� BUCK 70 BE WRAPPED WITH $ 30f FELT AND REMAIN IN PLACE AFTER WALL IS POURED EXTERIOR OF BLDG. (OR USE PRESSURE TREATED LUMBER) EXTERIOR AND INTERIOR FRAME TO BE REMOVED. 2'x 4' DIAGONAL TO BE REMOVED AND REUSED AS BLOCKING SILL PLATE WITH 3- 4° CENTER VARIES SLOTS OPEN TO POUR CONCRETE INTO FORMS BELOW or 2- 2'x 4' SPACED AT CENTER. 3 INTERIOR OF BLDG o INTERIOR AND EXTERIOR FRAME TO BE REMOVED AFTER WALL IS POURED rc vARIEs TYPICAL WINDOW ROUGH -IN FRAMING INTERIOR AND EXTERIOR FRAME TO BE REMOVED AFTER WALL IS POURED TO HEADER HEIGHT ONLY 2'x 4' EXTERIOR FRAME '+ TO REMAIN (OPTIONAL) DOOR BUCK TO z o E WRAPPED WITH 30f FELT b AND TO REMAIN IN PLACE (OR USE PRESSURE TREATED LUMBER) LAB UNE 3�j ,7 TYPICAL DOOR ROUGH -IN FRAMING DOOR AND WINDOW ROUGH -IN FRAMING %1 POLYSTEEL® SCALE: N.T.S. DATE: SHEET DESCRIPTION: /� C� O APS20 0� DOOR AND WINDOW ROUGH -IN FRAMING PROJECT: SEAL: RESIDENCE @ VALENCIA STREET CLIENT: DOUG MCDUFFEE DESIGNED BY: DRAWN SY: NECKED BY: SHEET: D.M. D.M. R a R DATE: JOB NUMBER: HEFT: l J��3-00-04XXXXXX 5 5 S5 o� IVY LINLAL WI IV ;CRHEA-64NECTORS TWO OUTSIDE ,ONNECTORS & ONE vSIDE CONNECTOR 'ER JOINT), i*E UVEAL CUT TO 1.o. ;OTTOM LINEAL W/ ,.R.P, OR TROUGH CUT f0 R.O. i1 TYPICAL VBUCK it WINDOW DETAIL �. 3/4„ = 1'-0,• INSTALL WINDOW PER MANUFACTURERS SPECIrvC,AiONS OR USE jE%S /'L IC -LA IH XLi-IMILLIN4i YA>ItHLKb. z-#5 IUN & BU I IUM) W/ #6 S LIRRUPS 9 6"U. U. NInTF. STEEL EXTEND) L —U DEYGIVLJ L/iE_IVII'S',; ,.;ita STEEL REINFORCING PER STRUCTURAL. INSULATING CONCRETE FORM. TOP LINEAL CUT TO R.O. BOTTOM LINEAL W/ C.R,P, OR TROUGH CUT TO R.O. INSULATING CONCRETE FORM, STEEL REINFORCING PER STRUCTURAL. TYP. VBUCK II HEAD & SILL SECTION 311 = 1'-011 0 TOP LINEAL CUT TO R.O. CORNER NECTARS -J (TWO OUTSIDE CONNECTORS do ONE INSIDE CONNECTOR PER JOINT), SIDE LINEAL CUT TO �l TYPICAL VBUCK 11 DOOR nPTAII -0" INSTALL DOOR PER USE 18.1 1/2" K -LATH S`cLF--sR._ui",;w FOR LARGE DOORS INSERT THE VBUCK BRANDDOOR STIFFENER, 209v. STEEL "U" CHANNEL (1 1/4'x1 1/4"x4") SIDE LINEAL CUT TO R.O. STEEL REINFORCING PER STRUCTURAL. INSULATING CONCRETE FORM, TYPICAL VBUCK II JAMB SECTION 3" = 1'-0" #3 REBAR HOOKS- HORIZONTAL REBAR TBP kir AND BOTTOM PER 0 6" O.C.V TABLE CUT BACK EPS AND EXPANDED STEEL 3" TO RE-CREATE HORIZONTAL CONCRETE BEAM AND COVER FOR REBAR, /3 STIRRUPS 13 SRRRUPS J5 REBAR 15 REBAR TWO STIRRUPS ARE FABRICATED FROM /3 REBAR, f y = 40,000 PSI, AND INSTALLED IN EACH VERTICAL CORE (12" O.C.) ACROSS THE ENTIRE LENGTH OF THE LINTEL AS SHOWN ABOVE. STIRRUP ENDS MUST BE HOOKED AROUND THE #5 HORIZONTALREBAR WITH AT LEAST A 135 DEGREE BEND. (ACI 318 (R 12.13.2.2)]. TYPICAL LINTEL STIRRUPS 0K TOP LINEAL CUT TO CORNER CONNECTORS (TWO OUTSIDE CONNECTORS & ONE NSIDE CONNECTOR PER JOINT). SIDE LINEAL CUT TO R.O. I� 3 TYPICAL VBUCK II GARAGE DOOR DETAIL b 3/4" 1' -0 - NOTE: INSTALL DOOR PER MANUFACTURERS SPECIFICATIONS OR USE j8x1 1/2" K -LATH SELF -DRILLING FASTENERS. INSERT THE VBUCK BRAND DOOR STIFFENER, 2090. STEEL "U" CHANNEL (1 1/4"x1 1/4"x40") VBUCK IL ASSEMBLY INSTRUCTIONS MATERIALS: VBUCK I1� APPROPRIATE WIDTH FOR ICF THAT IS BEING USED. (VBUCK II IE TYPICALLY SHIPPED TO THE JOB SITE IN 16 FOOT LINEAL PIECES.) 1) VBUCK_-II 16' LINEAL PIECES IN DESIRED WIDTH ACCORDING TO ICF WIDTH, 2) REQUIRED QUANTITY OF 8001 CORNER CONNECTORS. 3 REQUIRED QUANTITY OF 8002 CENTER CONNECTORS. 4 REQUIRED QUANTITY OF 8003 VARIABLE CONNECTORS (USED FOR VARIABLE ANGLE CONNECTIONS). 5 REQUIRED QUANTITY OF CELLULAR PVC, OR EQUIVALENT, (PRESSURE -TREATED LUMBER) MACHINED TO DESIRED PROFILE NOT TO BE LESS THAN 2" IN OVERALL WIDTH AND NOT MORE THAN 1-1/2" 1N HEIGHT. NOTE: IF REQUIRED HEIGHT EXCEEDS 1-1/2", LONGER SCREWS ARE REQUIRED, 6) REQUIRED QUANTITY OF #8x2" FLATHEAD SCREWS, COATED WITH MAGNI 550 OR 555. 7) SUFFICIENT BRACING TO ASSURE PROPER INSTALLATION BASED ON MANUFACTURER'S RECOMMENDATIONS, ASSEMBLY INSTRUCTIONS: 1) CUT VBUC1K11 ROUGH OPENING DIMENSIONS. 2) INSERT APPROPRIATE CONNECTOR IN CONNECTION CAVITIES. NOTE: TYPICALLY REQUIRES 2 EA. CORNER CONNECTORS AND 1 EA, CENTER CONNECTOR PER CORNER. 3) MACHINE CELLULAR PVC TO DESIRED PROFILE, 4) LOCATE CELLULAR PVC TO THE PREDETERMINED LOCATION. NOTE: TYPICALLY ORIENTED NEAR THE CENTER OF THE VBUCK :7. 5) FASTEN THE CELLULAR PVC TO THE VBUCK II CORNERS AND 10" O.C. THEREAFTER, CENTERED IN THE CELLULAR PVC PROFILE. 6) USING MANUFACTURER'S DIRECTIONS, CLEAN AND APPLY A LONG DURATION OF SILICONE CAULK TO ALL FIELD JOINTS TO PRECLUDE WATER OR AIR INFILTRATION. 7) INSTALL WINDOW OR DOOR IN BUCK OPENING PER MANUFACTURER DIRECTIONS. TABLE I TABLES FOR REINFORCEMENT REQUIREMENT REINFORCEMENT REQUIREMENTS FOR POLYSTEEL BUILDINGS FOR 1 (ONE) STORY OR (TOP OF 7 STnayI RuII mmr_c FOR BOTTOM STORY OF 2 STORY (NOT FOR RASFMFNT41 6 INCH FORMS 8 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES SEISMIC ZOPIES SEISMIC ZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 26 3, 4 0, 1, 2A, 26 3, 4 0" TO 60'70" V =#4 0 24"o,c. V = #3 0 12"o.c. V = #4 0 24"o.c. V #3 0 12"o.c. 40'-0" TO 48'-0" H = 4 0 48"o.c. FI = #3 0 16"o.c. H = (/4 0 48"o,C. H,3 FOR BOTTOM STORY OF 2 STORY (NOT FOR RASFMFNT41 1. V = VERTICAL REINFORCEMENT, H = HORIZONTAL REINFORCEMENT. 2. TABLE 1 REQUIRES A MINIMUM OF 3,000 psi CONCRETE AND 40,000 psi DEFORMED STEEL REBAR. 3. TABLE 1 ASSUMES A WIND SPEED OF 100 MPH (DESIGN WIND LOAD OF 34.7 LBS/FT 2 4, TABLE 1 ASSUMES UNSUPPORTED WALL HEIGHTS THAT DO NOT EXCEED 10 FEET, FROM FLOOR TO CEILING. 5 LIVTABLE LOAD ASSUMES OF 40 ROOF 2 LIVE LOAD (SNOW LOAD) OF 30 LBS/FT2 AND A FLOOR 6. TABLE 1 ASSUMES ROOF AND FLOOR DEAD LOADS OF 15 LBS/FT2 7. TABLE 1 SHOULD NOT BE USED FOR BASEMENTS. (SEE TABLES 2 THRU 5 FOR BASEMENT REBAR REQUIREMENTS). 8. THIS TABLE IS IN ACCORDANCE WITH AND MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS PROVIDED IN ACI 318. 1" = 1'-Q„ THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF SECTION f 1606 OF THE FLORIDA BUILDING CODE 2001 tul NVN. PROJECT: RESIDENCE @ VALENCIA STREET CLIENT: DOUG MCDUFFEE D. M. -n l 3--00-04 DETAILS L: 1(�I Irr-r. 6 INCH FORMS 8 INCH FORMS SPAN BETWEEN SEISMIC ZONES SEISMIC ZONES SEISMIC ZONES SEISMIC ZONES BEARING WALLS 0, 1, 2A, 28 3, 4 0, 1, 2A, 2B 3, 4 0" TO 40'-0" V = #4 0 24"o.c. H = #4 0 48"o.c. V = #3 0 1'2"o.c. V - g4 0 24"o.c. V = g3 0 12"0.c. 40'-0" TO 48'-0" V = #5 0 24 o.c, H = 0 48"o.c. #4 H = N3 0 16"o,c. H = #4 0 48"o.c, H = #3 0 16"o.c. V = j(5 0 24"o.c. 48'-0" TO 60'-0" H $4 0 48"o,c. 1. V = VERTICAL REINFORCEMENT, H = HORIZONTAL REINFORCEMENT. 2. TABLE 1 REQUIRES A MINIMUM OF 3,000 psi CONCRETE AND 40,000 psi DEFORMED STEEL REBAR. 3. TABLE 1 ASSUMES A WIND SPEED OF 100 MPH (DESIGN WIND LOAD OF 34.7 LBS/FT 2 4, TABLE 1 ASSUMES UNSUPPORTED WALL HEIGHTS THAT DO NOT EXCEED 10 FEET, FROM FLOOR TO CEILING. 5 LIVTABLE LOAD ASSUMES OF 40 ROOF 2 LIVE LOAD (SNOW LOAD) OF 30 LBS/FT2 AND A FLOOR 6. TABLE 1 ASSUMES ROOF AND FLOOR DEAD LOADS OF 15 LBS/FT2 7. TABLE 1 SHOULD NOT BE USED FOR BASEMENTS. (SEE TABLES 2 THRU 5 FOR BASEMENT REBAR REQUIREMENTS). 8. THIS TABLE IS IN ACCORDANCE WITH AND MEETS OR EXCEEDS THE MINIMUM REQUIREMENTS PROVIDED IN ACI 318. 1" = 1'-Q„ THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF SECTION f 1606 OF THE FLORIDA BUILDING CODE 2001 tul NVN. PROJECT: RESIDENCE @ VALENCIA STREET CLIENT: DOUG MCDUFFEE D. M. -n l 3--00-04 DETAILS L: 1(�I Irr-r.