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Laurel Way 1468 zooz 1 130 zl 62 0 s n C') z 0 n < >_lj LL 1_- _. L - o < L—Al------L_'_ Ll < :E I -T—L--T til CV 7 AZ I- IJ L "moo T_ 7 f .L- =.-EF PLOT PLAN SCALE: 1" 20' 1 i ?L s- a FROM :CLARSON RSSOCInTUS FAX NO. -7 7- T' :904 396 2633 Sep. 04 2002 12:23PM P3 I L Ll C�l -AL MAP SHOWING PLOT PLAN OF LOT 13 AS oz< SHOWN ON MAP OF HIDDEN PARADISE < AS RECORDED IN PLAT BOOK 54, PAGES 97 TFIROUGH 976 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. U_ FOR! BESTCON, INC � BEARING REFERENCE: 19FARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOO ON THE ABOVE MENTIONED PLAT, LL oz FT ��,� _ I I _ -- -- - - - _ _�-Y I k- f _ I = C) LAUREL WA Y (50' RI PAN - - - - 'j-- - - - - - —10' JFA EASEMENT- 11 1 E 75. 00' 5-OAK(T) 1"DAY5 6-OA 9) ED (D ED 20' E3RL 0 , 0 Ll 2 1 1 (D LJ w N 01 �c y x 0 CD T--- "I Li 0 a 0 WfnO. I Ld )2.Of v u1 b w Ld 11" WATER OAK I.& b 7-1 c� PROPOSED DWELLING F_ IV FIN FL EL (MINIMUM 6.5) 0 LL I 13"iPALM _j 1 . 0 TYPE OF CONSTRUCTION: TYPE VI 0 ► 0 19" LIVE OAK CONDITIONED SQUARE FEET IST FLOOR: 1550 SF i0) 5"BAY 00 705 SF CONDITIONED SQUARE FEET 2N1) FLOOR: CY (n 10 z Nt- TE: SEPT 04, 2002 UNCONDITIONED SQUARE FEET: 454 SF PA PATIO e2-OAK --------------- ---- --- -- -- ---- ---- 2757 SF APPROVED I z IMPERVIOUS SQUARE FEET: CITY OF ATLANTIC BEACH 10' PRIVATE DRAJNAGE_�� A 1 - 411 BUILDING OFFICE �u EASEMENT,. LIVI� OAK Kl� -r POINT OF ROOF ADOVE FINISHED FLOOR: 22 V. APPROXIMATE HEIGHT OF HIGHEs t WATER OAK w N01 7 5.00' DESIGN METHOD USED TO MEET MINIMUM LOADING REQUIREMENTS PER '00 FISC - SEC. 1606.1.7: SIMPLE PIAFHKAM �7 w E3ASIC WIND SPEED, MPH, (M/5) 120 MPHW� TRACT "A" 11 C�s WIND IMPORTANCE FACTOR (L): 1.0 < L 0 T 1 3 I I COMMUNITY PICNIC I AND STORAGE AREA I E3UIL1)ING CATAGORY: II WIND EXPOSURE: [3 WIND DIRECTION: ALL METHOD FOR MEETING WIND E30URNE PEDRIS PROTECTION: OPENINGS WILL 5E PROTECTED WITH 0513 PER TAE3LE 1606,14 OF 2001 FDG SHEET TYPE "Alp DRAINAGE THE AFFLICA13LE INTERNAL PRESSURE COEFFICIENT: + OR - 0.0 X , - DESIGN WIND PRESSURES (f25F) USED TO DESIGN COMPONENT AND CLAPPING MATERIALS NOT TE Q ' THE LOT SHOWN HEREON APPEARS TO UE WITHIN FLOOD SONES _ _X_ & "AF- — AS SCALED FROM THE FLOM INSURANCE: RATE SPECIFICALLY DESIGNED 13Y THE REGISTERED DESIGN PROFESSIONAL: REFER TO ENGINEERED DRAWINGS MAPS, COMMUNITY PANEL NO 12UQZd_z- W_01I) DATED 4-17-89, PREPARED BY: CLARRON AND ASSOMATLrS. INC. DATE ALIGL)ST 1,3PROFFESiONAL LAND SURVEYORS; $;CALE: 2002, 1643 NALDO AVENUE, JACKSONVILLE:, r-L,, 32207 —Received Time—Sep . 4.— 1 :38PM lqco 9 ay .� ' ) - ___--' __-___--� --__---- '---------- '---- ----- --' -------- -- --------�� ---------------- ------------' -�-- --- - ' ' - '' - cn CEILING- DEPROOM Lu u (Ts CATHEDRAL CArHEPRAL (-o C-7 n CEILING CATHEPKAL CEILING- < CEILING 13E[)FOOM C) CEILING DESIGNED OrEN IN )W PN LL LIVING AKEA 24"x 463"SKYLIGHT,LOCAi-EP A13OVE ROOF rITCH 15 6:12 rITCH. ALL CATHEPRAL F'ITCHE5 IN SECOND FLOOR ARE . ~ ~E 2~12 PITCH LAUNPRY TO 13E 9'-0", � . FLATE HEIGHT OF GREAT X ROOM/KITCHEN/NOOK/FOYER/FRONT rORCH TO 13E 6-0", CEILING OVEK THE5E AF\EAS TO DE 12"TJI ON 6:12 FITCH. PATE: SEr-r 04, 2002 El z SHEET ILI � � � l _ � � ' � � � ct LL It L LU LU �___------'-__---�---__--__-__-_--_-_ -__ '_-- -_� Way / C) c\1 c\1 N 49 t9 Q:) 62' 20' >) 42-5112 l9b V2 < C\\] 52 5F 255 5F o — — — — — — — — — — — 7 - -T 1 F — — — — — — — — — -fA 14 � � u CIO CN < 2' _2� A STEP UP < 9 1 C) 0 L-Lj N � 520 0.3 F '�7 SLAB 5 LINE OF WALL I 350 5(4 ftI ".,- r < �3 < 5gf 20 -rep 9Owp 7 Foo Ito &I �4" THICK FIBERMESH REINFORCED SLAB ON GRADE TO BE POURED ON, COMPACTED PER SPECS, DAMP -PROOFED W/ 6 MIL THTC VAPOR BARRIER, CHEMICALLY ()z TREATED FOR TERMITE CONTROL, STRUCTURAL FILL. 105 <1 5F 61 FRONT PORCH (4" LOWER) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — -- — - — �W` 4� — — — — — — — — — — — --- — - - — — -meq — — — — — — — — - - - - - — I LI 7L IT 1 45' 9 61 0 "q TOTAL FREE FORM - CONFRM WITH E3UYEK 4a HOUSE 1,35 5LA13 AREA is (s) 2005 o(q ft PATE: SEPT 04, 2002 (s) Lu NOTE UNLE55 RULE[)OTHERWISE 13Y THE SOIL ENGINEER OR CONSTRUCTION PROFESSIONAL THAT 15 FAMILIAR WITH THE HISTORY OF 0Z 7-1 CN THE SPECIFIC CONSTRUCTION SITE,THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO(2)25 FT,PEEP SOIL < MKINGS 13E PERFORMED AT THE CONSKUCTION SITE FOR THE PURPOSE OF EVALUATING THE PEEP SOIL CONDITION AND TO __D LI INSURE THAT THE 501L PoEs NOT CONTAIN POCKETS OF UN5urrADLE SOIL(LE.ORGANIC SOIL,UNCONSOLIDATED CLAY,ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. HOWEVER,6 FT.PEEP SOIL DOKINGS SHOULD 13E PERFORMED TO E5TAI3LI5H THE DEPTH OF SOIL EXCAVATION AND 13ACKFILL, 1:1 m NUMDER OF 13OKING35 SHALL 13E RECOMMENDED 13Y THE SOIL ENGINEER. IF NO DEEP SOIL 13OKING INVESTIGATION 15 PERFORMED(I.E.25 FT.DEEP SOIL DORING5)THEN THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING: LOT 13 HMEM PAIMS1,46 CAD FILE NAME SHEET THE UNDERSIGNED(I.E.ENGINEER)HAS NO KNOWLEDGE OF ANY SU13SUKFACE 501L CONDITION REPORT: THUS.ALL FOOTING5 Airts%wisc sefto FLQR IDA � ARE PE50NED AS SHALLOW FOOTINGS DEARING ON 501L THAT P055ESSE5 A MAXIMUM REARING PRESSURE OF:2000 P5F. DRAWING NO. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THKOUGH SOIL REPORT OR SOIL REMOVAL,THEN ENGINEER OR DRAM BY: APPROwo BY. , a t UNDERSIGNED SHALL DE NOTIFIED AND POS5113LE FOOTING PE51GN REVISIONS(I.E.MAT FOUNDATION OF, ?ILI-FOUNDATION)MAY ;;—movu wr LJG Ajy. ( HAVE TO PE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. .7 SHEE —NO, DATE 9610 ftvf&x oakmwc XALFF AS NOTED YAL qT32257 OF, ---------- 1 Lauc\zA VJay .CCNL£x5[F r 1 fNING ROOM FIXTURE OVER TU6 OA Zzx►" �' TABLE FOR SHEAR FRAMING - � -� � A WALLS _ �� (GROUND FLOOR) Ql�s�.�J ! i A THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: A) WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. .. — --• i B GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" 1& 5/8" THICK BOARD RESPECTIVELY. C) SOLE PLATE-CONCRETE SLAB ANCHORS SHALL BE 1/2"0x 10" LONG "J-BOLTS" (A307 STEEL) FOR EXTERIOR WALLS OR 1/2"0 x 7' ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS. N REQ'D. SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR s- ,� " _____� DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING c oto 7/16" OSB SING(.E 6" / 12" 60" O.C. `� (BLOCKED) ��" p „�-ryw� 7/16” OSB SINGLE 4" / 12" 60" O.C. (BLOCKED) 7/16" OSB SINGLE 3" / 12" 36" O.C. k=k -- �-- (BLOCKED) :� (z.1zxl2 mar Abd ►II.:<PX)"ff0xY "miEO Boo)-� TO TflRIrfISIM 3)s To 19CNlt~vF_ spACJA)& r� ADDITIONAL NOTES: xF ,, 1) FOR LOCATIONS CLOUDED AS �, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL "B" ON SHEET # I r j 2) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL. BE BOLTED PER DETAIL "E" ON SHEET # q 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON �- ✓ SCHEDULE "A" ON SHEET # p} STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC--91 FOR BOTH EXTERIOR & INTERIOR WALLS I �`p�) HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPPINGS THAT ^-. KITCHEN CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND, TO STUDS OF FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASOIN MENTIONED ABOVE. �.1 LIVING AREA =) y� 1rJ�J0 5GI ft 5) FOR LOCATIONS CLOUDED AS (� I INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED ` (J AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET # -I N .� 6 ATI vNt CLaUfDF9 As SHALL SC sTIzRPfC� PER 9E`TFIr( '� of -y �/, �c� �`'a' 111- bG ,Ci �� Cep( )G r �e�"c �•��- \�.� � r � _..- � ' � 1 � �1/lL°�� (.J��tX�L•S �•Ll''rJ C� 1 � � .. it f� l� 3 (2,ZXIZ SCHEDULE "A" A QD Root, , TRUSSES STRAPPING SCHEDULE TO TOP PLATE 5G"Ab(o FI- Fran �XoX Gtoc4 k S6*-c w4L wt' OF BEARING WALLS (PRE—ENGINEERED FRAMING) I , d` TRUSS No, OR UPLIFT TRUSS TO TOP ��" _ TMT RIo Shy[ DESIGNATION * (Lbs) PLATE OR TO STUD TOP (PLATES TO FOOTINGS A t✓l �� 1N-G ��NT�i}a Rgor SN£A TFIH u+'p.c. TTm�1s (�} 12.E "Ls •'� ALL TRUSS ENDS C4(rtp) (2) )12d NAILS rr Q EXCEPT ONES (TV TO CHORD O—�55 F-15 �51 M P S o N� clip 1/2"C GATOR BOLTS SPACED AS OUTLINED BELQW SHOWN ON SHEET I/ (4)-ted NA1L5 GAOLS IRUS des�S,A��, br� r � crrbiF; �� o}6r - ( ) 2x4 SCABS LAID FLAT O 24" 0-C. A2-/C 2/G 3,Cy/ (MAX-) (2)-12d NAILS' 30-(MAX 2x4 SCABS LAtp L{SG_ 7�3 2 FI 5 51 MPSo N G I,I P 1 1/2-0 GATOR BOLTS SPACED AS TYa `LAT AS SHS CULINC SHOWN ON SHEET S- mEAN MALL DIAPHRAC61 4OTTOW CHORD INTERIOR SHEAR WAIL. TOP PLATES ELEVATION VIEW CASE If - WTETnOFt SHEARWALL TO ROOF CONNECTION PRE ENGINEMM FRA"a (TRUSS FALLS ON ONE SIDE OF WALL) TF PLAT HEAR WALL (ws.) ea NAHS w 4)--12d NAILS 2)-12d NAILS 9 4'O.C. ROOF SHEAIHINC (T)Mrs 'z,,o " S IMPSAN (ONE) 1/2*0 GATOR BOLT LOCATED WITHIN (TY') (rYP) *764 -- ZDOp E EACH N AILG'9 W1014) fi• OF CENTERLINE OF TRUSS BEARING - - 2>4 SCABS Laq- I O U x 1112-' N AILS 24' (uAx) FLAT O 24" O.C. -TBP CHORD TVP. UtAX.) A-3 - _ - -12dBLE SSS 6IOC1[ING �_ �(;)�12d NAILS (te) J ooi-LL.I�Cj 1-IGT-� " 5►m�5 o ni, nn 2)-)2d NAILS--/ -(2)-1 2d NAILS _ �_ ._ n ,4 fI aur 90 w ra N �/� - ��� p� y�{�J{f�+��/�) //�� �/^� (TVP) p, {{ {.!� Or TRUSS'$ •• FLAT a•24" O.C. WAPNRAG►1 BOTTOM fJ1DRp W o`G 9OrT011 CHORD 2x4 SCABS LAID CFIUNC Foy- (MAX.) pRSHEAR WALL I .n.. „ INTEPorOP PLATT ��` MEWS FIAt * SEE TRUSS ENGINEERING BY "ft?INE F04 TRUSS DESIGNATION. PLAN ELEvAnael \4Ew bD Y s \__j TABLE FOR SHEAR WALLS FRAMING � (SECOND FLOOR) 1;1 THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE. rx�`� A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. I B3 GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLL0 NAILS FOR 1/2" & 5/8" THICK BOAF RESPECTIVELY OR 1---1/4" TYPE S OR W, #6 SCREWS FOR EITHER BDARD THICKNESS-OCJ L1 _ I �,✓ REQ'D_ SINGLE OR SHEATHING TO STUDS T _... _._ ._ DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPACING 7/16" 058 SINGLE 6" / 12" _I (BLOCKED) I Out 7/16" 058 SINGLE 4" / 12- (BLOCKED) c SIpGIE 3 /IZ -J 6LotKIv�� CLhb i11uDv_3 Fr17h+T _ CIA . -up (,q-KaA; SQae �=h ADDITIONAL NOTES: 0-h Go 0-L cff".) or a 5 J ,� 1) FOR LOCATIONS CLOUDED AS 16 !, USE (ONE) NIO.Da NO• LSTH E3L T 51MPSON', FLOOR 0�� � ��I`� ' S it K CHEN TO FLOOR TENSION TIE 41 cJ[¢IG�•Q '�" 0 'T�i�Gt1�1 J CAD FILE NAME 2) FOR LOCATIONS CLOUDED AS ti 7 f, USE (TWO)MODE)„ NQ. LSTAB . 51 PSoN , FLOOR tq. LOT � �'���� �n�� TO FLOOR TENSION TIE 3 ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION \ I _ II ' �T`��+�14 a�►� � FLORIDA DRAWING N0. 1 OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET # C{ • —Cj — nmvm BY. APPROVW BY: NO- CS2a, ' SIM .. ..- APPRawm ay- LJG ' Louis . � TP.Z. SHEET NO, 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE fV1 0•ASL P S A N" 96TQ��(ktkr.8fvd SPACED ON ,32' O.C. 0 BOTTOM A O9 A LS o [I P P L I E Z ® TOP PER DETAIL 'D" ON NEXT ^ - A J� p '' SHUT WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE � A CONTINUATION r L 5 I.�CGL [ C)dLS l �� I `O DAA Jcu,'Ff32Z57 or OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON NCXT SHI~ET 5cnLE: AS ROTTED �/'�.�/f�aZ L-OAAi1 C, 1 SCHEDULE "C" ** ` Design Criteria *** = THE PLATE HEIGHT REPRESENTS THE VERTICAL 1. Live Loads UNINTERRUPTED SPAN LENGTH OF THE STUD. RECOMMENDED STUD SIZES AND SPACING Roof...........20#/5 FI Floor........40#/S Ft ROOF TRUSS ROOF TRUSS IF HgRIZ. CONTINpUS BRACE CAPABLE OF TRANSFERING q• � 40#/Sq. LOADS TO SHEAR WALLS DO�S EXIST, WALL PLATE HEIGHT STUD SIZE SPACING 2. Wind Loads THEN THE SCHEDULE SHOWN ABOVE JOES NOT Three Second Gust Wind Velocity Per FBC-2001.........120 8'-0" THRU W-10" 2x4 1611 x Mph, I (Importance Factar)=1.0,Wind Exposure "B", Category "II" Building x 10'-0" THRU 14'•-0" 2x6 16 CCPi=(+)Or(-)0.18 ( Enclosed Building). x X X 3. Components & Cladiding Design Pressures 1 : x ' - 14'-1" THRU 18'-6" 2x8 16" p I ` Roof(Anywhere)= -50,1 Psf, +23.7 Psf 19'-0" THRU 22'-0" 2x8 12" Walls : Zone "5" is within 3.5 ft of corners, Zone "4" is Anywhere Else GENERAL STRUCTURAL NOTES: 2x10 12" Zone Effective Wind Area sq. ft) Pressure t --- 4 '10.0 25.9 -2$.1 • 4 20.0 24.7 -26,9 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 50.0 23.2 -25.4 REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 100.0 22.0 -24.2 CS20;"5)MpSOI�� 1/2"�d GATOR BOLT CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.7 �R I PER SHEET #g WITH ALL APPLICABLE CODES AND REGULATIONS, 5 20.0 24.7 -•32.4 pS 5 50.0 23.2 -29.3 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100.0 22.0 -26.9 CO COMMENCING WORK. plus and minus signs 'indicate acting toward and away from the building 3 CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfaces ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY „ „ x BE REQUIRED BY ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. SCHEDULE ❑ x FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR (EXCEPT AS OTHERWISE NOTED ON THE DRAWIN S) x REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET x 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND UP TO 3'-0" �'-1" THRU 6'-•0" 6'--1" THRU 10'-0" ¢ •, ,•_• ...: :•:. :.. SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK •• - EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, LINTEL * (3)-^2x8's (3)--2X1O's (3)-2X12's UPPORT GIRDER ' 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB :�* USE TWO (2) STUDS OF THE SAME SITE A5 T E5E OF THE WALT. BEING CON51nfREA EXTERIOR WALL OPENINGS E FORA 2000 PSH SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS K STRAPPING 0 TOP & BIOTTOM EXCEPT AT CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK, * = TWO (2) PLATES WITH A 1/2" PLYWOOD FIL ER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN ' THE THREE (3) PLATES MENTIONED ABOVE, STRAPPING CSD TOP & BOTTOM ON SHEET �g OF THE DRAWINGS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (N,T.S,) 1 , SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. (N,T,S,) RIM JOIST OR SEAM ERECTION. CONSTRUCTION NOTES: x X CONCRETE: ROOF TRUSS NOT ROOF TRUSS -7'/1���5� 4� �/�' QLYWDO� �µ � x SHOWN FOR CLARITY ��'� PREENGINEERED ROOF TRUSSES NFill x (SCR SCN UL g'• OF 711w� 5H>�T x 1 ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI �� TOP PLATES GATOR NUT x COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, .'��� 5p","stMpspp ► ST�P + 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON �� x K 3„x 3„x 1/8„. STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUM ��`r �����I GATOR WASHER DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft,) BELOW THE BOTTOM OF THE FOOTING. �. SPH, s�M�50N� s7RRPs 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS �� 0 32" O.C. HURRICANE STRAPPING PER POST STRAPPING C� TOP WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE SEARING SCW. "A" ON SHEET #�75 TOP PLATE (N,T.S,) LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED ��� ������ OF WALLS � r� PROCTOR MAXIMUM DRY DENSITY (ASTM D1857) i� 4) REINFORCING STEEL SHALL BE ASTM A�-615 GRADE 60 STEEL CONFORMING TO ACI 301, C° 6"x 6" OR 4"x 4" POST ACT 315, AGI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. 1/2"0 GATOR BOLT PER SHEET #� ��• i°�BU ,"S I M�,$0�)'i �S'r 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE :1/2"0 G�ATaR BOLT ANCHoR P LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS LS7A36 ��31MptON. PER SHE8T $ DRILL 6" INTO GONCRE rE" OTHERWISE NOTED. SPACE 0 32" O.C. 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. (MAX..) �C�71(� •G POST STRAPPING C� 8 6„ OTTOM FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches (N,T,S,> SLAB ON GRADE................... CENTERED GATOR CbUKL R 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR I CORNER DETAIL ,� POST STRAPPING A CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 7/fG, OSB at� SHOE PLATE Peg 5,AV-AI. WAS t (N,T,S,) TOP & BOTTOM 8) CON-TRACTOR SMALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT - ' REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES YB1 E dFIIr�T, (N,T.S,) SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. SUPPORT BEAM OR 9) ALL REINFORCING DETAILS SHALL CONFORM -TO MANUAL OF STANDARD PRACTICE FOR - DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED GIRDER PER SHEET �/ $ OTHERWISE ON THE STRUCTURAL DRAWINGS, EXTERIOR WALL OPENINGS^F 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS DETAILrD STRAPPING @ TOP & BOTTOM 1'/2"0 GATOR. BOLT q © BOLT FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE (N,T,S,) PER SHEET g GATOR ©O L,T SYSTEM FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPI G MASONRY (N.T.S.) GATOR COUPLER INSTALLATION INSTRUCTIONS 1/2"0 GATOR BOLTS SPACED 1) DETERMINE THE STARTING POINT AND MARK EITHER THE 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD--BEARING CONCRETE PER SHEET #$ . ADDITIONAL STUD WALL I 1/2"0 GATOR BOLTS SPACED I i FORM BOARD BOLT LOCATIONS PRIOR 0 PE SHEET Ex�ANSION 1oINrT CONCRETE POUR MASONRY UNITS, TYPE 1, GRADE N �1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS MAY BE NEEDED PER . ADDITIONAL I RECE555LAP,3/�+" IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY OF 2000 PSI ( f ' m = 1500 PSI ). EX . BOLTS MAY BE NEEDED PER X1a'MPEAr a ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS SHEAR WALL TABLE ON SHEET #$ � RAD CONC. SLAB W 6x6x10 1O W.W.F. I SHEAR WALL TABLE ON SHEET # GAKAGEWQ� 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. / / I I EPDXY GROUT ARE USED. I 2) CORNER LOCATIONS SHALL BE PER DETAIL „L„ STUD WALL ;: ;< :,; ti;:; ,:•,._ ON THIS 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH _ �`'r' r•y:'..`•• '���'�•'• y• � � SHEET. 6 In. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX, 16 in, O.C.. �. =1 ,I.. 6x6x10/10 W.W.F. 3) INSTALL COUPLERS WOOD FRAMING III•-- MIL. V.B. OVER CLEAN, I �� �� WASHERS 8c NUTS WHERE REQUIRED WELL COMPACTED TREATED FILL I _ - - PER DETAIL J ON THIS SHEET AND PER MANUFACTURER'S A 1 CONCRETE FOOTING RECOMMENDATIONS. 1) ALL WOOD FRAMING SHALL BE SYP ��2 AND INSTALLED PER AITG AND TPI AND NATIONAL �- I '� .N••�• •• -•�' - • I TURN DOWN SLAB DETAIL AT GARAGE • DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION, �� #4 RODS VERT. ON 48" O.C. & AT CORNERS. VERT, ROS SHALL BE HOOKED 6" INTO 4 j li I'- 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: I FOOTING BOTTOM AND 12" INTO SLAB ( i I I I II __ -'I- 0 TOP- R HORIZ. REINFORCEMENT, USE I I�tiII . (2)- #5 CONT. HOOKED I BOLT RUN DETAIL (TYI� SAWN LUMBER LAM. VENEER LUMBER -III=I ( I I i►-� 9 a. HORIZ, JOINT REINFORCEMENT l �!• < ; & TIED"AT CORNERS Fb 1120 PSI Fb = 2,600 PSI I I , I:. I III=III'-''ON 16" O.C. (MAX.) I --1- MIN. 18 I (N,T.&) Fv = 90 PSI Fv = 285 PSI II-1 Fc 1 = 565. PSI E 1,900,000 PSI :k�c - 48" (MAX.) OR 4; 20" Fc - 1,455 PSI CONSULT ENGINEER ' " -� E = 1,600,000 PSI �' m I I 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, 20"(W)x 10"(H) 'CONCRETE FOOTING I TURN DOWN SLAB DETAIL. I BLOCKING REQ'D. SPAN RATED AS SHOWN ON THE DRAWINGS. REINFORCED W/(;2)--#5 RODS CONT. 2X4 BLOCKING ® SHEATHING JOINT 2x4 OUTRIG�E f BETWEEN OUTRIGGERS I EXCEPT GARAGE ( 4" FROM GABLE END 0 48" O.C. /-HURRICANE CLIP H-2,5 CONT. 2x4 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE L - - 7/16" STRUCTURAL ROOF SHEATHING U--HANGER OR EQUAL 0 48" Q.C. BOTTOM CHORDBTOR SERVE AS NAILER OR SOIL SHALL BE PRESSURE-TREATED. .TYPICAL FOUNDATION DETAI --- - - I zx4 BARGE RAFTER CONT. FOR OM CHORD 0 8' O.C. `� 6x6x10/10 W.W.F. x PROVIDE CLIP FOR 400 lbs. 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH x SHINGLE STRIP BOTTOM CHORD OF COMMON OF LATERAL SHEAR APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM ea ers `� +� TRUSSES ® 24" Q.C. �� tt� .g I I I FASCIA A-•-153-80, as• �t#8 roof per sheet " , ... ,�~.e �� BO'1TO truss ^"j• '• M CHORD JI I END TRUSS RD OF CrfiBLE ' . . 2x4 X-BRACING I 12d NAILS 0 8" O.C. 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I,S.C. SPECIFICATIONS. est�e,,•seuco•• _ p " (2)--#5 RODS CONT. ® 8'-0" O.C: I TOP CHORD OF GABLE ENO (3) 12d NAILS FASTENING SUBJECT TO MOISTURE SHALL 6E HOT--DIPPED GALVANIZED TO ASTM A-153•-80. - - � '�' A „ I I TRUSS DROP 3-1/2" l ZO`� I DOUBLE Tdp pLATf 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. •� - I • 2x4 SCAB CONT. TOP TO 2'-0" �� 20 ga. ed- tang INTERIOR STEP DOWN DETAIL BOTTOM CHORD 0 8 ft. I MAX. 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 � ar,nN�s twisted- strap_ FROM GABLE ,I I OPENING r� INSTEAD OF SYP #2. uos - t ---•-GAT R-BOL SOLE -SMALL-BE ___ �_� _ -- - - -- --- -- - --- - -- ----- - - - -• ---- 2x-4�CAlJ-FfiOM TOP- TO- - BOTTOM CHORD 0 X-BRACING - 2x4 BLOCKING ® 48" O.C. BETWEEN ANCHORED TO SLAB W/ 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2x4's AT -� GABLE END TRUSS AND FIRST SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE 2x4 STUDS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT I VERTICAL IF HIGHER THAN 48 GAMMON TRUSS (� 16" O.C. PER SHEET #9 ADDITIONAL I + TO FORM AN L SHAPE) CONT. 2x4x8'#2 SYP. LATERAL CONNECTION FASTENER NUMBER OR SPACING � °Ci"•`0� A"`r � EXP, BOLTS MAY BE NEEDED PER (3) 12d NAILS (TYP) I I BRACE 0 2 "O.C. 6x6x10/10 W.W.F. SHEAR WALL TABLE ON SHEET #I3 AT X--BRACING BOTTOM CHORD OF GABLE END TRUSS (3) 12d NAILS ISOMETRIC VIEW TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 1.17''1 q;SIM prom", SHOWING LATE STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 RAL BRACE TO HOLDDO+MV (2)-•2x4 TOP PLATE GABLE END TRUSS DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. (Z)H'rT22 -, " -PLATFORM FRAMING- 2 TOP PLATES, RACE NAIL 10d COMMON 16" O.G. - ; �. (� .� •'�•'• "�ICnspN ',.y ' NOTE: CONT. 2x4x8' #2 SYP TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2 -16d OR 3-10d COMMON "aLo46 s +' ' UNBRACED LENGTH OF X BRACING MAY LATERAL BRACE 0 "Q.C, 2x4 STUDS (N,T,S.) CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALO G a . -�I I I- 2�i U 0 15 O.C. N EA. EDGE TT "' I �;. . ;: GONICRETE SLAP] - 'f. .; _ : ; , NOT EXCEED 10 ft.. IF LENGTH DOES " EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D. 2x4 BLOCKING 0 48 O,C. - I - (2)-#5 RODS CONT, BETWEEN GABLE & FIRST TRUSS ri coriLAe CAD FILE (SANE � PLYWOOD & PAR_TICLEBOAF2D SHEATHING:_ 51•,,,x, MISCELLANEOUS I ��C I m ROOF - 7/16" OR GREATER _ 8d " 0 & 20 --I CLIP 0 48" O.C.. CLIP MUST GL. AN Eou S DETAILS FOR Cr) COMMON 6 G, EDGES s +t� !, - PROVIDE A MIN. 400 Ibs DAR, r; 8" O.C. INTERMEDIATE '.. -�: �.: , .r • �,. a_: OF SHEAR. WALL - 7/16" OR GREATER 8d COMMON 6" c H - INT RIOR THICKEN SLAB DFTAIL PLATFORM FRAMING LOT 13 HISDEN PAIKAVISE - AT4 A NT►c 6EACH. ft . DRAWING No. ---- 12"OO.G INTERMEDIATE Detail "B", Jamb strapping �. +» >�• ,+ •� � GABLE END H • detail C Jamb strapping DRAWN BY: APPROVED BY: FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & @top �c Bott. MISC. FOUNDATION DETAILS G (N,T,S,> OK see 'SNEA1z WAIL wiaLE5 12" O.C. INTERMEDIATE top & .Bout. APPROVED BY: LJG Lor�u - has ,� SHEET 0 P SH6 T g _ �(r ,_ . r. (N.T,S,) - / NO, J,)) DATE: ! a Z- a 6� ",roken OakOFvd. SCALE: AS NOTED Jam, `TT32257' ��� �S 2 BY Vm0 BUCK 110 x 1.1/4' NINIHUH ENDNENi OR I7 3/16'PFH 1APCONS V14 4,563' 11/? a ENKKNi 0 YP) �I�iS 9Ik1 IE MdiKlfl[lir AT l(�lll>!5 PROfEctEl n 1 GV1PI r>R (2) PTR HEAD JAMB i0 11.L DWI iS E Illi s IIWj nasiIft - IN GAP NA1( 1111 ",AN WK Illi W9 K AKA 9 CrAl 10 of 1 You Yflvlll VAIRD1111A10 MEW R101�I O 0 m) u"I 410101 4r���'1 I Vove MATERIALS LIST T otWiM Paas raaEWrs MAAD M (a SslaN VEkTNER$iRIP V V EV-10 FL90INREMO , 11P CNANNEL 8111/16' INTERIOR79 5/16' EXTERIOR 6 I, 6 017+-2-a �I�it�6wl�w� , 1 f(IAII• If iY 2 1 2S lb f to g Va EV-88 21 " 1 r EV47 r 7�'' ! Va7D N1Nf,E STILE EV4 X 19 Yj,NIL,1 i EV- 71NIU HAD D o (1)sm Pce IUNCE A an PSR INK � trjq I or. a MOM era 125' CooE . ���� r1��� 8 11.z 3/i'FJIVS )SCREVS PER Nlf� M FHVI Ai I*Sim PUT( POW LaI1;sEl USE1 WA 2w LACK . OADE CDUTFf 2 BY VSD BILK pffin litali¢ ilt'((XI a MN DIM � Lu -1UN B-B 110 x 11/1' KNIQ [MiKNT OR _ 1 _- :� 3/16' PPH 1 I ' T . I Ilea ( r(Tya) PREMDaR ENTRY SYSiPMS - 31101 EW (2) ffR HEAD JA B OII a(61{t /"1 SH��T c� OF 6 OTHER DOOR CONFIGURATION SIrnsulu� c r w.x M+x ''r1Ax ••NA1 ,• rx �•nAt IC' r MV r 741 '•�.1 «Mu( 14 Y w MAXM.11 INTERIOR 14. �•IrAx �" - i/4- PAX ]7 1!d•r471 O MAX i l9•w% r t7MA7X, Z7 y,• SL Ot 73 7/,• nAx �/• Q MAY IS•1441 -'• ID . 13*MAX GC• SHIN XA ti•MA% 6 I Ir•IIA7( � � i tiC, it p•w% r r wut •• r `% ' Z�;�.': ' }'i + i .i 3?1/i Km( •.f �7� �'1'3i =;� h.�:spa r IIA% IS'M•1t /•MAY j- •'• 1 . r rw% r". Ir• I °c' 7•„Ax Y"" . e/Is• 7 •r w: wx MAr •M, w .Y�, 1•�` , 7•"u1 7�� l•wt r 14x q'1W r 1,� � /. r r•1 t11•rwx ,s.,y% SCL r"ING KTA0. «M•1 ,•wxtilt . r M.tr Y wlx XD `V 1s• r""' ,.. Hk r wx1 V4 EXTERIOR I „ 1At .•M►R t7 O bwxli• Is 1 I Cwx . b• r K t. p•Mut 7l u,• rs Irx is.14" _ - SEC ION A—A �` -• ]C • N'S N OTHER CONFIGURATIONS lr r I+- Ir GLAZING DETAIL IMx v,,.,, rI¢ a 1111,n1 Y uAx Y HMO7/4• ""x - V"M G1110E uuTTx cxuc 'wc f� "ut '"�"'�'� N:z2• „ X cmxnMAI I I 14. IL WL V NA �"� r t►ut N•:h2n/aCcxralrrtGvfttln+E m I •. r wyI + KAx r NAX WrYS[EMS 1 • L,pf,; s4. I APCP1/r�ASCCW7►gWIytittE = 1 GM�►]I, ltt�rrrxsor 31�-1u2Q- :1: �1 GLASS BITE a (`��((`J T r�lurwcolxtsouvtu>.� t a SHEET 1,," r er a+ci►a et-oa 1 of I + 1-1020-CV•-I • .�; R� I ut• rower ass {• caleOFF" mEer 2� c k i .` 9UaC>NOS" rrlSOt>fp C eco -roduct Ratings FIfective: Karch 3, 2002 s 9� i 1. 1 r 4 rurx,GAL i a 4 nax n4LL•L. b aree� .,.• w w aV pn •®U M40/50--sH +30 -35 53x783N a4 KL &F L4 Standard single hung 3p � _ �� � + -35 36x96 ,. rr- o M40HP/50H1a—SH +SO -60 13 r•>: r- cP s �g 4.1 A• � Is 53xd3 High performance singly hung +50 -SS 53x76% g _ g" N I'll I� /p I 53x96 74. 20 TW—SH +50: X50 5308. Tilt sash single hung +35 735 53x96 a 8 d 8 x A i ,A A_ - f' N �_ i.Y a rAIL TS—SH 4 ..arprl inn I S0 -S0 53x96 ac ac K cc I.c 79 x 39 As Cc 4r 7c 21 x .G cc I. 7e F 3C 4c cC aC re ac ac ac ce Tilt thermal break single hung rnrglJTARr 4mtn IMCiMCS rR,DUTAAr 1110TH - 1TCnta TRIOUTAnr 41prm • Twits TnTtllnMr YItlrn • rlNcmcs TRIg1rrARr 4107H - INCNE4 I^ maim o " 41 $ 0 n MP-•SH +70 -•70 53x78 "�'^^° aR a +x�+Da, rm•• 11T(. Impact single hung w %VMC 1L - as +3S -3S RW HP 127x61 '�" g � High performance horizontal slider 1T , w Y �h �1 Ro 9• �° AN ,• J3 - 5 a RW XlriY +S5 5 74x51 gg � Extra high performance horizontal slider +45 -45 112x63 �$ q �' �� 9� 4 �N�� C— M2/3/4/5 SGD +35 -35 4068 panels wl �" a c a8INN —'4 g ' d Standard sliding,•glass door +30 -30 3080 els ` 71 pan. 2 SillPK TRI6UTARY WIDTH r Wt + W2 a• 2 - M2/3/4/5 HP SGD +45 -45 8 8 4080 panels' r(F%�OR c IHomzarrx 4001/14 w rant. Z rooti 7awt a High performance sliding glass door 2-1/2"SillRG %P1ic r # TTI 1IUTAn►4latnt� 1rcHE' 1141OUTMr YIar" viCNCy 7` 76 TRIBUTARY Iltlr� rRX3 r. " " �ICItauTAnr 4larrC T7,71C; •r M2/3/4/5)W Sari +55 -55 j Extra high performance sliding glass door 5080 panels _� D ' l 2-1/2 Sill ! �w M°�„C ** CLAZING S'wide panels not available in M3&5 TAT PRODUCTSIE: cow. � AWOOSTRILICT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED -RA PC/Iasi VERTICALLY OR HORIZONTALLY. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER ' SPAM LOCATIONS AT HEAD, SILL OR JAMB ENDS. �q.; „o• ' Il'P!CL�L.trlIJ11L.10!!LAHRA ,FLIFNr� FOR ANCHORS DESCRIPTION SEE SHEETS 3 & 4. M02^03 Revised:04/04/02 • Vwmv 'ii�1p �---- VHapW Iva!Y r"wa YR ICRETr IHSTA1,AnWi AHCMOrt•. - i llmu Ylxk AticriOR COWPXTE 0R IIASDNRY - �' .• 1•)IIH CHDCGEIIT VIOT)t Y OTHERS 3n6' DIA.CONCRETE DY Ol►CRs CatICRCTE 0R MASONRY -• •4 .• ANCH R 7Y 1/{'IIAX CAULK IEHarp vH1D0V NIH SCREV ANCHOR Hal GI9EDHCNT OPENU4 It OTHERS 71-Z1Yi1 Af R(70.AY p tttT 0f Y#TKIATI�II A1KH0R UfIH4 1000°(AAillfi p� y, C%iIHIDR SPACE. RY OritiRs "LL 1[TVCEN VOpD tx1CK pg RCO•p. ALLOVMLC LHW ftACK TO ti 1/{••wE fi0rts trACt Wq[A1CR YHAr I Tt/D 1Y rRANIMq SIICATHIIMa TVD DY WOOD• !) SOOR HAt[iI.L.AIIaVILaI ALLOY b.i /16• PRCftxl. '1CALL U2, 14114DOW UP Ptl FINISH tY AXK rr 0T1WAS IY OWER$ R HAV"?DOCWNa DY 01HERi V/ OAD g azj�E »= A� 1 p �A.JAH$S OCRs 1/4' Nnl. 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IY OTHERS yy� 104 Lgrxx tw K pf`WivA�(rrt rpt PCRNKrtx teu Akpxu exapiw pxxr r 044x/16 V/ LOAD VLYID DUCK AmCNA 4 V[r f IOOR SLY[It wt LISICA W ux]gR 61µA1 VSC Miatlt OL.IV wfrt� 2040 23 7/f x 51 sitrn 2 2 3 a SEARWG SHIM SLIDING DLA31- • 3/ CIA DIA CtNCRETC �'^""Yl,t Mx MI lCa I IRLfi11kC SCR M1r11 r[xY 2090 23 7/►x 59 lit 2 2 3 1/4•HAI • , DOOR FRAME ScR[v MICf10R IY 011Y:R4 i) Da lrotx[r SHLf usC ry�ctr!Y►Rif 1 S iG f CUIVAIAT101 TR 6NUI DPtI0,l4 Y050 23 i/I x 71 t/2 Q 2 4 SPACE ,IAM[ I "ACE tw9cTt Smv ANa�1s ki 1. IT Or,rY1K a>�iP Af SIOiN. V Aft THIO+QIt iuY VAgr EER 1SOUTAtHGITS Dr AS14 five"ASS GugTX Islas:Gualw g2a�70 23�7INa zX B93S t,/2 2 2 4 (� WQ C 7 x 35P. 1-1/0.1011 SIH11$PALE4 } 111 Qt�1Sgµt A� itVL� At �p pryyy� . D IAN/I.i L Lad[I[f NO M.L IAHCipfS TIWDDa10.Ii4L AMC 10 IC SEALED VITH A SOALL JUIHT 2430 27 7a x 35 1p a 2 L111CDHCHT Ml Ali Dd ALLA/ Alf IWst 1C HupC or tORAq�IOri REYIYIHIT INIEANIi 2438 27 r/0%43 Fry a $ 3 PLRUMET t EXTERIOR A IU wI N.L rnIr i LIfICD AItOgV�pC&W11 AyRL��S7,W11 pl llgl DiAVy1p_i+OrXY(q i11y�1y-1.7601 2444 27 In k 51 1/7 a a 3 CAULK 1Y WH Y iTYPd ��Yd�l t 1041 1i-API{Y 10 D+STN.LAt1IlH W AL.L tDr i0URA7141L 4TWIll Iva YY [XIE81pI l!1 p 10 9Dv11 IMyt PRINT MTD APPIIEi 10IWIK r, 2450 27 7n x SD 1/1 9 a 3 u *1941 y�D IUCK 4199} 2480 27 7/u x 71 1n a a 4 rim rRAHC r1M rRAK JAMr 1Y tl•111[Rf TEMPERED IAAsf 4470 $7 Yn K 9S r i a a 4 HEADER IYIdrIH�RY FINISH CKr.FIMIIYH trYPJ r 9Y 111t1ERY INSTALLATION ANCHOR CHPoRT 1n x is 2 aIII SECTION 2 P[IV 001C CAUIk PERIMETER CAULK I/4'MIMt 1110 SCREWS IN 3/16• DIA. CONCRETE 010 SCREWS R EA. 2830 31 7n x 35 In a IV aT7Cai PCRIIETt CAULK DY ZITHERS i@EDHrfJIT r AME HEAR SCREW !N FRAME 511.L JAN 1> 114[YG S RIP 2838 31 aN X 43 in 2 2 3 C%TCRl01t BY OTHERS SIZE O ITE L TO 46 PIP Sr tT PS! 1P 70 4TOpTr 610 f0 46 PSF 61 PW 2844 31 7/i X 51 In a a 3 v)tlOgv tl 1 2850 31 >n x 59 1n 2880 31 r/s x 71 In a a 4 v11D0TOH � EXT,IINISM b 60 f° P T P 70 P 2870 31 7/4 X 83 1/: 1 SLIDI,IG rd-ASS XD OX,XX TZ-61/16 x Da 4 4 4 4 4 .4 F 3 f 6 I 5068 XO.0X.XX 60-11/14 x 10 3 3 7 3 71 3 3 6' g 35 2880 3 X 85 i rci---•SrLIL%)'DTH D XD.OX, XX 94-11/16.00 3 3 6 S 1 3 f g 3030 35 7/a x 35 i 9 27 n a $ 8 FCD FRAME SHIM SPS Sltl frDaL D x 3038 35 va X 43 1n i' 2 3 IV OVERS $J l�zl[lN 12069 am I4S_s/r x� 9 9 10 q 7 9 14 hn 3044 35 7h x 51 In a a 3 rim rRAHC D o 3050 35 in x 59 1n a 2 3 SILL FEIDOOR Wli IIKKa aY%O.xxxx 144-1/it x'aD 7 9 ID 7 7 9 3 t 3p8D 35 7n x 71 try a a 4 24•DG / 16aw atxn Xkxx 199- x YO ID 13 IS 9 MRI la 3 6 6 6 A- 3070 35 >/i%93 In a a 4 HAIL ITYP.T fDGy pxx0 XX 19 1 x DO 11 17 9 191 IC 3 3080 PCRMHCTCR 0 0 rp% 1/i 11x14 LY athus 0YR) 1-1/9•III i6 i CAu1 K YY TEHPCRtD 6090%0 0%,f% 16r,1111/Id 16 r 96 4 4 4 i 3430 39 i/Y X 3$1/f 3 3 g OTTCaS WD� [NDCIiHLIi NSTALLATMH ANCHOR °080 p XX 96-11/16 R 96 5 5 6 S 6 g i 3430 39 Ya x 43 1n 3 3 3 iC'G°gHT YID CREV _ A 3444 39 z/0% 51 IN 3 3 3 ANtY laltl 3450 39 an x 59 rn 3 3 D n 41rP.) 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