Loading...
SELVA LAKES CIR 507 x z TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) W THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: ' A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2., AND 5/8" THICK a CSSBOARD RESPECTIVELY. CZ Z� ,I'Z C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 Tj4(gjE >t DCD STEEL, RbDS :PISTIRI&OTEV m SV l 00 PL'W of Si4EET 5-3• 0D epf�cr GRoUD 9oLrs AS R6cauIRE,9 191T��1� 8G>~oW --,�--- a I CATHEDRAL i DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR Q i I"1"1 Imo$ SHEATHING DOUBLE n LE SHEATHING NAIL SPACING ANCHOR SPACING w cc; °%'0 CATHEDRAL _q INi G) �f, -� 7/16" OSB SINGLE „ c� m I " �3 0 �"..' 0 m (BLOCKED) 6 / 12 60 O.C. J r m I-Ali_ n I O m A Lu C7 r' c� rz) 2x1 Z 1 N o rn v '- i � 7/16" OSB m 04 0 SINGLE 4" 12" Q (/) 4M SO FRAMED I o I / 60 0.C. (BLOCKED) CD Z _ I 100 i'llI i V) 0 w II a7/16" OSB SINGLE 3" / 12 36". O.C. * �k In Z Q ---e Ml �_-- (BLOCKED) m ,a, WALL�O 8'-6' " " m � m � O .' QHc . , ��4 C=-_�_�_ -- tZazXIZ N 7ir�osB, �ouBLE 5,AZ" '* 12"o•e• �Ir z mLLJ o N ¢ i� i i s o I QW I m LLJ $ W NML PAIIii O DOV6LE STu.� o o = ¢ a x10 E�CrES 000 LTs cmcvE S AcIN o - ----� g CATHEDRAL ADDITIONAL NOTES: A9� �� GROU Bo Tll !� G SNIall z i N�C)I 1) FOR LOCATIONS CLOUDED AS Q) , INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE 0 ey -I C) I .`� a ,... BOLTED PER DETAIL "B" OF SHEET No. S-4- Liz N = I - o r' v m _�____� 'p 10' M i. x a W Ix" 2) FOR LOCATIONS CLOUDED AS 2 INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED may, II I i vn N AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. �7 co r -k I ( ( g O I 3) FOR LOCATIONS CLOUDEID AS 3 SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. r--1 � nm II ° gym �:-- li W IIRMMMMMMI � 4) FOR LOCATIONS CLOUDEID AS ¢ SHALL BE STRAPPED PER DETAIL 'C" ON SHEET No. S-4. 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER • / �� I I I HONG OHC I DETAIL "E" OF SHEET No. S-4. S 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C7 2X8 WAL L iI SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCESR ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ,� \P- SO - - I Z � _ � (7 � I my 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED AND CERTIFIED BY OTHERS.-4" DD W No C I ,E, --I �► *r 4260 �" L_J x x O 0 Le X' \ I *I.o I 1� C N a Joe \ 1 1 z -D ' ► a --"1 ~� F..� ' 1 I i� m SCHEDULE Aa; II� � I as I o j ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE � rMM­ 4-'► N —_ m WHIRLPOOL e BLE r 1 OF BEARING WALLS (PRE—ENGINEERED FRAMING) w w , °g1 RIQ UTILIZING ALL THREAD STEEL RODS Z CO Z • �2)Zx10 L� 6 (2) 2�cry0 W TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS z Z O DESIGNATION (Lbs) PLATE OR TO STUD �� W wALL TRUSS ENDS W 5ECOND FFRA� fN� PLAN EXCEPT ONES 0 - 600 1 "SIMPSON" CLIPS 1/Z" STEEL RODS SPACED AS c) OUTLINED BELOW' SHOWN ON SHEET No. S-3 WALLS �.tI IT r2 h�oug ;► ,L 1/21/2"0STEEL RODS SPACED A5GROUND FLpQR 5H � Ur 1 601 - 1200 (2) H2.5A, -SIMPSON' CLIPS SHOWN ON SHEET No. S-3 01 USE (3) ROWS SCALE= 1/4n=11-On w OF 12d COMMON USE 2 ROWS 112. 20 NAILS � 12" O.C. ( ) 1201 - 4750 (3) LSTA36, "SIMP50N", 4M2.STAGGER NAILS ON BOTH SIDES. OF 1 Od COMMON W ,"SIMPSON", HOLDDOWN W NAILS ® 12" O.C. STRAPS (Y N " " TYPICAL OF 2 2" x 6" THRU 2 2" x 12" �% TYPICAL. OF (3) 2 x 1� THRU (3) 2 x 12 ( ) ( ) SOLID SAWN LUMBER SOLID SAWN LUMBER I (2) 1/4 A36 STEEL „ BEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: �. '� d FLITCH PLATES " �.- vk CJ ti J� fa 8 4" D.C.- %I A. ROOF SHEATHING ff ff AN ff ff J e �'•T•s� K DENOTES KING STUD D J DENOTES JACK STUD. cv N N BOTTOM CHORD \�Typ) 42d NAILS TOP CHORD TRUSSES (2�j2d NAILS ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED w USE (3) ROWS 1/2"0 A307 MACHINE _ ((- (4�)2d NAILS GABLE TRUSS WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K'S AT OF 126 COMMON BOLTS w/ NUT AND ( INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NAILS ® 12 Q.C. 2"0 STEEL WASHERS FLATS® 24"CABS 0 C. a STAGGER NAILS @ 12" O.C. (MAX.) (2rm>2d NAILS SHOWN ON PLAN ABOVE AND DENOTED BY: w ON BOTH SIDES. _ 30" (MAX) 2,4 SCABS LAID p FLAT AS SHOWN CEILING BOTTOM CHORD 1 N N nET tV fTyp. ITOP NTERIOR PLATES ATESEAR WALL INTERIOR DIAPHRAGM SHEAR LL ( " PLAN MEW TOP PLATES ELEVATION VIEW LLJ cn CASE II - INTERIOR SHEARWALL TO ROOF CONNECTION 2 0 z (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL PRE ENGINEERED FRAMING (TRUSS FALLS ON. ONE SIDE OF WALL) Q Q Bd NAILS a (2) 1/4- A36 STEEL INTERIOR SHEAR WALL ROOF SHEATHING W U 0 4" D.C. Q s J w FLETCH PLATE raP PLATES(4�j2d NAILS (2�;2d NAILS .y 0 r� AN .R ( ■" __ ( "x 2x4 SCABS LAID • -- • 24' MAX FLAT O 24" O.C. THP CHORD Lzla Q z7 (MAX., GABLE TRUSS Q T .MULTIPLE MEM5ER CONNECTION DETAILS V 1 (4)-126 NAILS x BLOCKING (Typ) m Q NOT TO SCALE: S2)-12d NAILS Srn,) O lT�) 2)-12d NAILS CEILING BOTTOM CHORD 1N11�1111�/ BEARING STUDS REQUIREMENTS FOR BEAMS GIRDERS: ROTTOM CHORD 2x4 s0 24 LAIC DIAPHRAGM OF TRUSSES FLAT m 24" O.C. INTERIOR SHEARWALL ���,Q tb• ry J 0 B N U M B E R (MAX.) TOP PLATES ,��� tiT� •...•.. `r ''�• 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. PLAN MEW ELEVATION MEW ;` ' .•'. r l F/�;,.�' CASE I - INTERIOR SHEARWALL TO ROOF CONNECTION _ 4• 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PRE ENGINEERED FRAMING (WALL IS BETWEEN TWO TRUSSES) - SHEET N U M B E R ?w PLUS (1) KING FOR DROP BEAMS. (N.T.S.) � ' '�..�� 4� 1.2�•��� S-2 OF S-4 IT FIBERGLASS SHINGLES OVER 301 IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING. DETAILS ON SHT AD-2 FOR ROOF PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 w 8 SPACE FOR VENT $ Ln STRAP FOR TRUSS ANCHORAGE (SEE o -- --— — — �I SCHEDULE "A" ON SHEET No. S-2) GALV. METAL DRIP EDGE (2)4068 } C9 WRAPPED 5/8" GYP. BD. CLG. Q A OVER 2xFASCIA CIA d BEDROOM 4 PERFORATED r VINYL/ ALUM. 1/2" GYPSUM BOARD - 9' CLG. SOFFIT a STUCCO 2x STUDS 0 16" OC (MIN #2 FRIEZE - SPF) LLJ PROVIDE MID-WALL BLOCKING FLAT w a WISE ® JOINTS IN SHEATHING i. m N 2668 e�.l CD (!� MIN. LIGHT C I 78" r-►� P.T.PT2x PLATE TEXT. STUCCO n.� � �II VENEER OVER W CO VAPOR LATHE BARRMTL IER 3/4" PLYWOOD GLUED & SCREWED O m m j 2668 TO 16" PRE-ENGINEERED FLOOR m O 01 N 17 ISS TRUSSES OR T.J.I, JOISTS 0 24" OC m m Z A("P R IS Hobs wwa 'rKosS uT q (SEE FLOOR TRUSS ENGINEERING) -( LL-i c- o GR�r�9 coau�E'fl✓ _ © = Q v _FS_ T _ OPEN HANDRAIL fuWDROOM ¢ Vji-aT,"SIf+O(�SON� 1ST FLOOR TO RIM JOIST BY TRUSS MANUF, Jowp 2ND 3 STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) rt 'FRO 55 UT� z STRUCTURAL " 1/2" CEILING BD OR 5/8 GYP. BD 3TYP 18" D�IUJST� m 1/2" --0 THREADED STEEL RADSCO SPACED 'PER SHEET # S3. r� _��s ���L PLJ ADDITIONAL EXP. BOLTS MAY cn o til 18 BE NEEDED PER SHEAR WALL D/S W�rrZiN2°§� TABLE ON SHEET # S-2. W I � Iton. (2)4 se ��S�MP.so^' ' C Upco BEDROOM 2 2468PKT cn 4 �° " PROVIDE MID-WALL BLOCKING FLAT CATHEO$AL,CLG. 7/8 MIN. LIGHT 11 -4 a 9-8 TEXT. STUCCO WISE 0 JOINTS IN SHEATHING T 'r L, VENEER OVER IMTL LATHE AND -- 2x STUDS ® 1 fi" DC (MIN #2 LTJ 00 VAPOR BARRIER SPF) .f �D O P.T. PLATE W/ ANCHOR BOLTS PER o v DA I r �• •• STRUCTURAL a r 5 car c1„Or 4" CONCRETE SLAB WITH & W I L IZ OF r -H [ ` W 6"x6"x10/10 W.W.F. TYP. (3000 PSI. Q w S Lp % (I) # 4 CONT. FIBER MESH OPTIONAL).Floor 1 1 Q O 4020 SLIDERSLOPIE GRADE Z' x`L w "1 ,It t.J I X84"AFF AWAY ALL SIDES � � Q. 6 MIL VAPOR BARRIER1.4 4 #4 RODS VERT. ON 48" O.C. & AT CORNERS. { ) w ( A J Q84"AFF n e � �� VERT. RODS SHALL BE HOOKED 6" INTO �••/ O FOOTINGS BOTTOM AND 12" INTO SLAB 20"(W)x 101"(H) CONCRETE @ TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED 9 ga, HORIZ. JOINT REINFORCEMENT W O W/(2)-#5 RODS CONT, ON 16" O.C. (MAX.) W w �'--1 Z co z T%*T`f=. 2 - &TCfR*r WALL 5ECTICSN � � z o 5ECOND FLOOR 5�EAR WALL5 FLAN , , w . 04 L,, , I� SCALE: 1/2 "-1 _ml'1 W pq SCALE: 1/4 —1 —O C7 co IMPORTANT NOTE: REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES aslam 30# FELT OVER 7/16" OSB 12 ----- - ---- It BOARD OR 15/32" PWD 8 SHEATHING. .4 m i GABfW°"""ORAL 1 I I STRAP FOR TRUSS ANCHORAGE (SEE s � ' 9 I' TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR) AIR BAFFLE BTW EA 1 i=," ;wm --- q TRUSS TO MAINTAIN " i SCHEDULE "A" ON SHEET No. S-2) �.i O"TE�I,AL I � - 1/2" MIN AIR SPACE _] i - THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING FOR VENT �y ----- -- ' II UNLESS NOTED OTHERWISE IN THE TABLE: p D i ii CRITERIA U L z GALV. METAL 1/2" CEILING 8D OR 5/8" GYP, A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS, DRIP EDGE BD TYP a I o „� ,,,� ___ _ ____ - __= B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. — - �� n /F . IpW1 ; NAILS FOR 112" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 g I � 1 -1 /4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. PERFORATED o Z r �,q VINYL/ ALUM. a Q DESIGNATION REQUIRED SINGLE 0R SHEATHING TO STU6s SOFFIT _ c SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE w ¢ w �IG �j II a 1/2"0 THREADED STEEL RODS l►)t +p PROVIDE MID-WALL BLOCKING FLAT ' a _ ti ~ �� O 7 16" OSB SPACED PER SHEET # S-3. WISE ® JOINTS IN SHEATHING = a . n` t. O BLOCKED ADDITIONAL EXP. BOLTS MAY � o � ! � SINGLE 6" 12" I i !r► � w `� BE NEEDED PER SHEAR WALL a V► <-( 1,� s, — ___ 2x STUDS 16" OC (MIN t; 4 - TABLE ONI SHEET # S-2. #2 SPF) QG iQT A I O i �w 1 1.. , I Q •` X47 0 - .. /� vp w! 0 I s 7/16 OSB SINGLE 3" / 12" 7/8" MIN. LIGHT P.T. PLATE w/ ANCHOR -� z Li a -• \` t �v' ^' ��g (BLOCKED) TEXT. STUCCO — BOLTS PER - a c a O kA I_ ' r-- --�--„ ��n--- �_ �„ VENEER OVER STRUCTURAL J < 44 ... 4" CONCRETE SLAB WITH Q I „«.,. a MTL LATHE AND w Q �•+ Z �. , _ �- VAPOR BARRIER W Q •��.,',.• ��� '� -.,bj - � 4g � ��li � ' !; � I s (1) Tito w.w. TP. len, ADDITIONAL NOTES: # 4 CONT. (3000 FIBER �ESHT.._ 3 OPTIONAL). Om � � W IF MII+ 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE - �,+ off' AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. AWAY ALL SIDES oW-1 W PLATE WT. W �� " � 6 MIL VAPOR BARRIER Q — • 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, #4 RODS VERT. ON 48" O.G. & AT CORNERS. � "SIMP50N", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP INTO �m Q �• � PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE VERT. RODS SHALL BE HOOKED 6"FOOTINGS ® BOTTOM AND 12" INTO SLAB SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 ga, HORIZ. JOINT REINFORCEMENT "K" ON SHEET No. S--4. I killollW/(2)-#5 RODS CONT. ON 16" O.C. (MAX.) JAB NUMBER T�4READED STEEL fROIDS FLAN 1 - 5TafR%*r WALL &ECTION SCALE: 1/8"=V-0" awe � .• SCALE= 1/2"=V-011 ' SHEET NUMBER ,r t-V S-S of S-4 1/2"0 THREADED STEEL RODS 1/2"0 THREADED STEEL RODS DESIGN CRITERIA SPACED PER SHEET # S-3. I a ADDITIONAL EXP. BOLTS MAY SPACED PER SHEET # S-3 . 1) LIVE LOADS: BE NEEDED PER SHEAR WALL STUD WALL ( ADDITIONAL EXP. BOLTS MAY. TABLE ON SHEET # S-2. #4 RODS CONT. TA NEEDED PER SHEAR WALL TABLE ON SHEET # S-2. ROOF...............................20#/sq. ft., FLOOR...........40#/sq. ft. � 4' CONC. SLAB W/6x6x10/10 W.W,F. OR F1BCRML% I I EXPANSION JOINT 2) WIND LOADS: THREE SECOND GUST WIND VELOCITY PER FBC-2001........................120 MPH . 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING ^ STUD WALL RECESS SLAB 3/4"x 10" WIDE AT GARAGE DOOR CCPi = (+} OR (-) 0.55 (PARTIALLY ENCLOSED BUILDING) PREENGINEERE❑ ROOF TRUSSES �Illf I I GATOR NUT 6 MIL, V.B. OVER CLEAN, *'" WELL COMPACTED TREATED FILL 6x6x10/1p W,W.F. 6x6x1D/10 w.W,F, GIS F�Bf.RMESN 3) COMPONENTS & CLADDING DESIGN PRESSURES Or�E I •■ fl� ROOF (ANYWHERE)= -50.1 Psf, +23.7 Psf _ - 3"x 3"x 1/8° #¢ RODS VERT. ON 4$" O.C. & AT CORNERS. WALLS: ZONE "5' IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO _ _ FOOTINGS ® BOTTOM AND 12" INTO SLAB I - - _- I Ii I I a•i -III- m ZONE F W PR (PSF) ZONE TI R PRESSURE (PSF) - - ® TOP. FOR HORIZ. REINFORCEMENT, USE ILL I I I I I -- • '� -I 11 4 1p,0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER i TOP PLATE I I�I I - - I w I�,„I '"• (2)-#5 CONT. HOOKED 4 20.0 34.4 -36.6 5 20.D 34.4 -42.4 SCH. "A" ON SHEET # S-2 III-I 9 ga. HDRIZ. JOINT REINFORCEMENT _ +� & TIED AT CORNERS (2)-#5 CONT. HOOKED � . ; I TIED AT CORNERS OF WALLS =I TTI I ON 16" O.C. (MAX.) MIN. 18" 12"�I MIN. 18" LLL 4 50.0 32.1 -35.5 5 50A 32.1 -38.9 IIIIIIII• 4 100.0 3D.9 -33.7 5 100.0 30,9 -36.6 10 ** = 48" (MAX,) OR •.. AR AND AWAY FROM THE BUILDING SURFACES =� I I 20*- I I TURN DOWN SLAB DETAIL � •"" PLUS AND MINUS SIGNS INDICATE ACTING TOWARD CONSULT ENGINEER " r - _ �` O GARAGE GENERAL. STRUCTURAL NOTES_ 1/2"0 THREADED STEEL . 2INFOR EDW 2)-#5CONCRETES CONT.O-ING I TURN DOWN SLAB DETAIL ' a ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. EXCEPT O GARAGE 1 IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL I REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE s __ __ - _ - --- -- -�- - - - ____ LLJ C> WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER �`�` - � - - - _jI & C) J 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR7/16" OSB NAIL w/ CORNER DETAIL ¢7 CQ TO COMMENCING WORK. Sd COMMON NAILS TO N T� 6x6x10/10 W.W.F. Oft IFI6Egf1ESrfi W t1i U 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL ( ) I �- Z ""{ PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. Wry d ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. "• d 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR _j m w o r REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON', STRAP 2"x6" SPF #2 ® 16" O.C: TOP PLATES -I (2)-#5 RODS CONT, m >- m Z 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND THREADED STEEL RODS SYSTEM SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2"0 THREADED STEEL EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # 5-3• INSTALLATION INSTRUCTIONS 2Q" c 7 v NOT AVAILABLE. FOUNDATIONS WRER DESIGNED STEEL COUPLER INTERIOR STEP DOWN DETAIL Lo o v CL I 6) SUBSURFACE SOIL CONDITION INFORMATION 5 O FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS' ARE USED OR BOLT LOCATIONS DIRECTLY DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ARE USED. Lo Lo ERECTION. EPDXY GROUT POST STRAPPING O TOP STRAPPING_O TOCP 1/2"0 THREADED n 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS tIJ.T.S.) M.T.SJ STEEL ROD SOLE PLATE SHALL BE CONSTRUCTION NOTES. SHEET. ANCHORED TO SLAB W/ 1/2"0 • SPH. "SIMPSON", STRAP 2x4 STUDS THREADED ROD BOLTS SPACED N Co Co .CQ CN RETE: / t 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED6"x 6 R 4"x a" POST 0 16" O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S " O COMPRESSIVE STRENGTH A7 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. EXP. BOLTS MAY BE NEEDED 646x10 10 PER SHEAR WALL TABLE ON '1 N 1 ABU, "51MPSON", / flew w.F. SHEET S-2. 1-4 POST ANCHOR OTC 1„� CONCRETE. � � 4) ALL THREADED STEEL RODS SHALL CONFORM 7D THE 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL -- REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. DRILL 6" INTO CONCRETE , OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR r MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. BOLT RUN DETAIL TYP J POST STRAPPING O BOTTOM ANCHORAGE TO SLAB O BOTTOM = (2)--#5 RODS CONT. 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, OLT.&) (N,T3.) WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING (N.T.S.) I- 20" LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED cri PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING A POST STRAPPING ^N INTERIOR THICKEN SLAB DETAIL Lp 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP & BOTTOM ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. MISC. FOUNDATION DETAILS G 1.4 O U 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N.T.S.) LAP SPLICED A MIN, OF 36 BAR DIAMETERS OR 24", WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED. r� 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. FOOTINGS TO MAIN REINFORCEMENT .....................3 inches CLIP ( "SIMPSON" - o F-1 ( ) H2.5A, "51MP50N" H2.5A, "S1MP50N" ROOF TRUSS CLIP {TYP) OR HEADERS PER 5H T, # 5-2 H2.5A, "51MPSON" SLAB ON GRADE.....................................................CENTERED ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-D" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" SEE SCHEDULE "A" CLIP (TYP) OR r ON SHEET # S 2. SE SHEET S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" Hw�yy CORNER BARS WITH 2'-D" LAP SHALL BE PROVIDED. # (TYP) W ON SHEET # S-2. 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT a REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES w 0 SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR N I DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. LSTA36, "SIMP50N", I W 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1 1/2"0 THREADED STEEL STRAPS + w 1/2"� THREADED STEEL 20g x 24" LONG FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE C520, "SIMPSON". ROD PER SHEET # S-3 ROD PER SHEET # S-3 i TWISTED STRAPPING � rZ, FOR BUILDING" ACI 301. STRAPS' SEE SHEET # S-2 W FOR # OF STUDS. z o MASONARY: �-1 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE s t CO K 5 I 1/2"<n THREADED STEEL w MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH ROD PER SHEET # 5 3 r, OF 2000 PSI ( f m = 1500 PSI ). IZ" LTT19, "SIMPSON", W 2) MORTAR SHALL CONFORM TO ASTM HDLDDDwN 0270 AND BE OF TYPE M OR S. - HTT22, "SIMP50N", HO LDUOwN a � 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS--TYPE WITHn fZ S ON 4O I CONCRETE SLAB 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. Co 1 �' .. ocrN CD Qj WOOD FRAMING: t ' J j n 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER r DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR ERIOR WALL OPENINGS ^K EXTERIOR WALL OPENINGS E DOOR JAMB UMBER LAM. VENEER LUMBER EXTERIOR WALL OPENINGS F DETAIL "C" SAWN LEla = 1 UM PSI M 2,500 PSI STRAPPING O TOP & BOTTOM STRAPPING O TOP & BOTTOM EXCEPT AT STRAPPING O TOP do BOTTOM ANCHORAGE O TOP & BOTTOM F 5 S (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN (N.T.S.) JAMB STRAPPING O TOP & BOTTOM FV = 90 PSI FV = 28PI ON SHEET S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) Fc1 = 565 PSI E = 1,9g5 PS P51 Fc = 1,455 PSI E = 1,600,000 PSI V 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS, 1� 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE Ca OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" *** TOP PLATES SEES SCHEDULE ON", CLIPS (TYP) DR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH 01 RECOMMENDED STUD SIZES AND SPACING SEE SCHEDULE "A" ON SHT. # 5-2 V APPLICATION, FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM BLOCKING OUTRIGGERS ROOF TRUSS NOT WALL PLATE HEIGHT STUD SIZE SPACING BETWEEN OUTRIGGERS SHOWN FOR CLARITY 2X4 BLOCKING ® SWEATWING JOINT 2x4 OUTRIGGER '`� � A-153-80. 4" FROM GABLE END m 48" O.C11 j . �HURRICANE CLIP H-2.5 CONT, 2x4 SCAB FROM TOP TO 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.1.5.C_ SPECIFICATIONS. 8'-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING AU-HANGER OR EQUAL 48" O.C. BOTTOM CHORD TO SERVE AS NAILER `� FASTENING SUBJECT TO MANN F SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR x-BRACING o s' D.C. �� PROVIDE CLIP FOR 400 In6. 10'-0" THRU 14'-O" 2X6 1B" BOTTOM CHORD OF COMMON OF LATERAL SHEAR % 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP TRUSSES 24" O.C. 14'--1" THRU 18'-6" 2x8 16" 1 1 `�� BOTTOM CHORD OF GABLE I J SPH, "SIMP50N", STRAPS V 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I I I FASCIA V ''`I I 12d NAILS ® 8" O.C. 1 END TRUSS � 32 O.C. -J� � ! ' # 19'-0" THRU 22'-0" 2x8 12" I 2x4 -BRACING 1 O Q INSTEAD OF SYP 2. O 8'-O" O.C. I TOP CHORD OF GABLE END 3 12d NAILS 2X1O 12" , 1 1 TRUSS DROP 3-1/2" DOUBLE TOP PLATE I w 2'-0'AX. - *** THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 scAg CONT. TOP TO I I I MAX. � BOTTOM CHORD b 8 ft. I I I OPENING UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE 1 1 IF HORIZ. CONTINUOUS BRACE CAPABLE OF , 1 SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS t w CONT. 2x4 SCAB FROM TOP TO LSTA36, "SIMPSON", (!) DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE , 1 1 2x4 BLOCKING ® 48" D.C. BETWEEN _ 1 BOTTOM CHORD ® X-BRACING � GABLE END TRUSS AND FIRST SPACE ® 32" O.C. V� CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2x4 SCAB IF VERT I I (PROVIDE ADDITIONAL AN AT COMMON TRUSS (MAX.) WEB IS NOT PRESENT I VERTICAL A HIGHER THAN 48" 1 1 TO FORM AN °L" SHAPE) TOP DR SOLE PLATE TO STUB, END NAIL 16d COMMON 2 1 I I GOAT. 2x448'#2 SYP. LATERAL d STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (TYP) 1 1 BRACE ® 48" O.C. 1 BOTTOM CHARD OFCC DOUBLE STUDS, FACE NAIL IOd COMMON 24" O.C. AT X-BRACING I 1 GABLE END TRUSS (3) 12d NAILS LJ I DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I I rt 0 ~ TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3--10d COMMON (2)-2x4 TOP PLATE IS�ETRIri �� SHOE PLATE 0 � SCHEDULE "D" CONT. 2x4x8' #2 SYP SHOWNG LATERAL BRACE TO J CD CONTINUOUS HEADER, TWO PIECES 16d COMMON 16" O.C. ALONG EA. EDGE LATERAL BRACE m 48" O.C. 2x4 STUDS 0 16" O.C. GABLE IIID TRUSS z FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS EXCEPT A5 OTHERWISE NOTED ON THE DRAWINGS 7/16- OSB ON 1sT. 2x4 BLOCKING 0 48" q.c. -PLATFORM FRAMING- SUPPORT BEAM OR P_LY_WO_OD_& PARTICLEBOARD SHEATHING: ( GIRDER PER SHEET # S-2 NAILED ON 4"/12' BETWEEN GABLE & FIRST TRUSS ROOF -- 7/16" OR GREATER _ - 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FELT CLIP ID 48" O.C.. CLIP MUST _ _ m PROVIDE A MIN, 400 Lbs OF SHEAR. Q � 8' O.C. INTERMEDIATE UP TO 3'-0" 3'-1" THRU 6'-0" 6'-1" THRU 10'-D" WALL 7 tfi" OR GREATER 8d COMMON 6" O.C. EDGES & * 2x12's H w'.. ,.+��,,11,tk .1 ; - / LINTEL ( > 2xa s (3)-2X1o'S (3> PLATFORM FRAMING 12" O.C. INTERMEDIATE "• . DETAIL JAMB ** USE TWO (2) S7U05 OF THE SAME SIZE A5 TWESE OF THE WALL BEING CONSIDERED GABLE END D FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & OLT.W ,' JOB NUMBER 12" O.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF = STUD TO STUD STRAPPING THE THREE 3 PLATES MENTIONED ABOVE. Nx` r 7 f. : �'' " (N.T.S.) ( ) UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOES - * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D. SHEET NUMBER I' S-4 of S--4 Effective: M rch�g 2002 PRODUCT LIME RATING(n,41) SIZE(in) M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53::63 High performance single hung +50 -55 53x76'/4 +35 -35 53x96 TVH/ SH +50. =50 53x78 Tilt sash single hung +35 735 53x96 TB—SH +50 -50 53:56 Tilt thermal break single hung MP•-SH +70 -70 53x78 Impact single hung RW HE +35 -35 127x61 High performance horizontal slider RW:CHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 M2/3/4/5 SGD +35 -354068 panels Standard sliding glass door +30 -3Q 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-1/2"Sill IMM/4/5 XHP SGD +55 -55 5080 panels Extra high perrormance sliding glass door 2-1/2"Sill rT 5'Ovide panels not available in M3&5 Revised:04/04/02 CAULK OCHIND v1NDOW - 7110 BY FA LING-•- Ra SCREW INSTALATIOU AIICHOR Wool) NUCI: ANCHOR CONCRETE OR INCRS Y - - _OPENING BY O7F6'RS I-1/0•Mlrt EMBEDMENT CONCRETE OR MASONRY uQTC_= V1NPOU Fitt WIDTH BY p711ERS S3/16'CRe DIA. CONCRETE OPENING BY OTHERS CAULK BEHIIID WIINDOV FIJI SCREW ANCHOR 1) SHIN AS RCO'A AT EA.SIT pF INSiµLA710u urtHgRY USING LOAD pCAR1Ix)SUIS. lux. ALLUVASLE 51113 STACK Tq IE 1/4-.US[SHINS WHERE$PAC°GREATER iHAx 1 15'It PRCSENT Ila•MA%.—•.I-,� - BY OTHERS CAULK BETWEEN(WOOD BUCK SH)N AS REO'D. TWO 8T WtltlO k) '10 NA7CRIAL•ALUNRK ALLOY 5667. SPACE. SHCAYMIIIG 6 1NASONRY OPENING 0T OTHERS W/LOAD BUCK By OTHERS 3) Pt6%CREW INSiKLATItlN ANCHU MUST BC or SUrFICICNT LCt-Ij TO ACHIEVE IIIN.EllptgAjtj TWO 8T FRAMING BY tlT11CRS I-1/A• MIN. INSTALLATIO!ANCHOR � )^)/B•8110 TWO W\1030 BUCK.ST SCREW ANCHORS AT SILL MUST BC OF SUrI'1CICIIT SUCK BY OTI IER$ EIIBCWIEFIT '•cp 2• t1YP.)i::a-I 910 SCREW (TYP.) REARING SHIM CAULK NETt/CEN PASONkY LCNO'N Ta ACHIEVE HIN EIISECKO"qF 1-1/4•INTO HASWIRY OR CONCRETE, _•— INSTALLATION ANCHOR OPENING B WOOD BUCK 4) NAX ALLOWABLE SPACING DENEEN 910$CRtV ANCHORS AND COIICRCIF SCREW AIICIfOXS 10 BE$4• RIO SCREW(TTP.) BY OTHERS OC.NAY. SHIM AS REp'B. 51 USE LATEX CAULK OR[OUIVA(EN1 FOR PCR1xE7CR SEAL AkDWIp[xtER1OR Or BUUR Pr DINERS• W1 LOAD VOOD BUCK ANCHOR 6) IF CxACI DOOR$1 I$NDL LISTED IIIN ANCNpR[HART,USE ANCHipR OINANTITY LISTC6 VII1N f1EKT BEARING $HIM SLIDING GLASS 3/16- DIA,CONCRETE LARCAR SHE.FOR THE APPROPRIATC 0ESIOU PRESSURE REO.O, a DOOR FRAIAE SCREW ANCHOR BY OTHERS 7) rOR POCKET'DOOR SIZES USC CLOSEST BY PASS pppR SIZC 6 CONFIGURATION IO FINISH aPENLK) 1/1•MAX JAME PLACE CONCRETE SCREW ANCHORS Lt rRuni Or HIOOK SSRIP 4%SHm'N. SPACE —"� 8) GLASS THICKNESS NAY VARY PER REOUIRENCNTS aF ASIH[1406 GLASS CHARTS.$ANGLE GI.ATBiG IS SINSULATING GLASS IS ALSO OLW.IfICu. 9) 1/4•MAX, JAMB.,SILCORNERS MID ALL ANCHORS TKRIXICH SILL ARE TO SE SEALED V1711 A SMALL JalAi I-1/0•HIRHIRSHIM SPACE SCAR UAL SEALER. •—•—'�1 EIIBETBtENT 101 ALL INSTAL'AYIQ AHC MS MUST 6E/WAIL Or CORRogoN RESISTANT rlprER)ALS- - V p IU NOT ALl CW1gURAT10Nt L1STC0 ASOVL ARL SHAUN aN THIS DRAWIrIG.HOWEVER 1NTIALLArIaq 2'(TYP.) SOLI SC6i t EXTERIOR J'.•+ -�IR-SS tl00A$IR"DOO]60.APPLY 10 NNS7ALLA1IN/Or ILL COHf IGURAT)gN5• 1-"IN TI)CI BY FXT RIOR 12) MARO RILS N 2 SLIDING AS DOOR 13 S)NUN. THIS PRINT ALSO APPLIES Tp MARK 3: VIBEDIICNT WOOD BUCK a HARK q L MARK S. BY OTHERS G2 TEMPERED GLASS FIN FRANC JAINO EXTERIOR FINISH (TYPJ BY OTHEPS exr.FINISH INSTALLATION ANCHOR CHART BY p7NNERS S L C T I❑N 2 PERIMETER OT ft CAULK PERIMETER CAULK 1-(/1 MIN eY tlTrlcks 810 SCRE�lS IN 3/I6' DIA. CCINCRC7E 310 SCREIdS a EA. PEROTHE)METR CAULK BY OTHERS BED ENT FRAIAE MEAD SCRE�r IN FRAME SILL JAMB B. NOCIC STRIP_ Br OTHERS CALL dVERALL _ WINDOW SIZE' SIZE UP Tp 46 PSF 61 PSF UP To 46 PSF fil PSF uP To 46 PSF 61 PSF HEIGHT WINDOV �_ by F 60 PSF 70 PSF 4S c 60 PSF 7 PSF to in To To i0 Tq S 66 P� Yip F WIDTH 5068 Xtl.OX.XX 60-11/16 n Op 3 3 SLIDING GLASS 6068 X(L OX,XX 72-11/16 x R0 4 4 4 4 3 7 14CAR FRAME W S.G.D.WIDTH = A- I/14 MAX, 8069 Xtl,OX,XX 96-11/16 x 80 5 5 6 5 5 S 3 �6 6 • NEAR SHIN SPACE 606 Ox - 0 SILL SIOOL ° ° SECTICIN 9 12060 tl%tl 145^5/p x 00 7 9 Ip 7 7 9 3 6 6 BY OTHERS ° O fx7 RIr1R 5 OXO -5/8 x Op 9 9 1 6 DOOR x XX x 7 18060 OXXO,XXXX 144-41/16 x'80 7 9 10 7 7 9 24'O.C. HEIGHT 16060 OXXCI,XXXX 192-11/16 x 80 10 13 )5 9 IO IP 7 6 IS 6 6 MAX,HTTP.) 80066 OXXO.XXXX 240-11/16 x 90 17 17 11I1 14 _ 1r 3 6 o ° TEMPERED 000 XO, X,XX 60-lI/16 x 96 3 3 3 3 7;T 3 6 GLASS (TTP.) 1-1/9'HIN. 6090 Xp DX,XX 78-17/16 x 96 1 4 4 1 4 4 6 6 �6 L•� Eg1/A1.LY INSTALLATION ANCHOR 8080 Xq,OX. XX 23.6 N 96 5 5 6 9 5 5 6 VINBOV T T $PACE EMBEDMENT 410 SCRE4f 2p- 9 6 7 6 6 V90%, 1 -5/8 x 6 7 6 6 6 6-�•'-6--' 11EIGNT ITYP.) 12000 OX0 145-5/0 x 96 B 10 u 7 _8 9 6 6 6 HTTP) CAULK 101, O% Ol-5/ N 96 10 3 1/4•MAX o ° Wtltlp FR IEELN __ -_..1)�.-_�-..-- SPACE HOOK STRIP 12080 OXX%XXXX 144-11/(6 x 96 7 10 11 7 81 9 6 6 6 16000 GXXO,XXXX 108-11/16 x 96 11 14 17 9 12 14 6 6 6 B8 INSTALLATION16000 BY VOOD 80000 tl%%O XXXX 040-11/16 x 96 i4 6•MAX. 19 l2 6 Hk - 6 � 5 ANCHOR SCREW p p ,- _ • FRAME BY OTHERS 10 TWO BY FRAMING SLIDING GLAS ^- BY OTHERS pT SM)SFRAME SLIDING GLASS J I — DOOR HOOK STRIP Z 2 .T I D N 1 6•NAY.<T YP,>..._ ,;;1• I� .UWUl4 ALLOY 6063. ELEVATI��V . SHEATHING � BY tl114ERS DUST BE OF SUFFICIENT LTH.TO 1-1/4'MIN ) 1 1-1/4•MIN, EXI.FINISH IF 1•INTO TRAADFtC MEMBER. �/ (- EXTERIOR ELEVATION B'FROM CORNERS&24'O.C. VIEWED FROM EXTERIOR BY.OTHERS OX❑ DOOR SHOWN SEIRInR ELEVATION OXXII, XXXX DOOR SHOWN AT MFM k JAMBS WITH D110-SIL � PERIMEIFR CAULK ktO EOL.APPLICATION OF DUO»SIL TEMPERED GLASS BY OTHERS L-- -- - IPEY WITH SEALANT UANWACTURER'S -- ..._-. ..�.�.-- _.._ ___.__..�.. SEI SILL 111 BED (TTP.) KINCO LTD. CAUU(BEHIND AN AT YANg01V SILL. OF CONCRETE OR CAULK III: STRIP DETAIL JACK50WVILL FLORIDA K I N C 0 LTD. J$245ACK OLD ICWGS ROAD ALENT FOR PERIMETER SEAL AROUND JACKSOtNV1LlE,FLORIpx 72XS4 INSTALLATION AtCNOR SLIDING GLASS �y_'Fi y/THERE. ./,. 5 _ DOOR FRANC v,..:., �- ` �-'`1 ----.f 3/16• DIA.CONCRETE ti •�. d,OT LISTED W ANCHOR CHART, USE d / ---- - -- SCREW ANCHOR(TYP.) JANE Y-1„P •,•- ING GLASS DOUR 1F/TWq BY Wppp OMEN(pISM NEXT LARGER SIZE. ; •'•�' „ TItlC1 INSTALLATION DETAIN. 4100D EDAM( ppENING COWCREIE OR-- */ / XX / OXp/ 0%%D L XxX% INSIALLAi1�N UCTAII LAY VARY PER THE REOUIREMENTS "":'' ' EIN SINGLE HLIMG WINDOW M40/50 L 1440/50HP HASOPNRY UPENING2JTf9. SINGLE OLAZINC IS SHOWN, )OUALIFR-q. - •• [NGIi1tERi GRN: --- y IIA7Pr DY pT)IERS •- NNUE4 FIN JAMB pp Npr REOl11RE M_ANUEL MARTINEZ BB 11/U6/Ol Nd$ " ' 12%4/01 AI.LATIOtI/HCHORS PRF ONLY REO'p, f.:� 1 [VIL .`" DUGI DISCI1CIVIL ---- i S ° X OOR S K-rAxNo7d v �.-,115 SHEET - .�,..�..,.........._�..� d.T. u:.luwsr _ :..�. - - .�.�...�...�l.r.,..m�,.� ,.. ,.,s a..,.... �. .___.� . ii .w X D HOWN 7182 Rev.LE7N.T.� sizer, OF I' �ER[(1R ELEVATf(iN _ $. fL:REO:{'I�:__. �.1Ci1��1 -.-•�SIIELr�nr t440150] .. �.-.-<._, allr'�Jti 4%192 =. - dX, XO 2 BY WOOD BUCK 010 x 11/4' MINIMUM EMBEDMENT OR i1 3/16' PFH TAPCUNS WITH 4.563' 1112' MIN, EMBEDMENT (TYP) MIS SHAtt 8E iNSIMI)Ry Ai IfKA N`i TROIEVEO Br A CANOPY OR OVERHANG SIKH Iml THE ABLE BEiD iNE Ilk If CANOPY m UVEN (2) PER HEAD JAMB TO Slit IS LESS 10 6 EMS, IBILESS 11111 IS INS kL111 IN 1/4' 6AP MAX, 0-MINTAKE AREAS VR E HK UNIT NIB HK ARCA ARE KS19010 ACCEPT VATER VILTRATION, 750' X VIKRE VAI' INfItiRA1101f O REpJA811fN1 IS HOT HCEO[D+ , 5-76 psf Approved ° MATERIALS LIST HIN NO. DESCRIPTIO! PART NUNBER 1014IENiS O °o < oil mo-HEAD JAMB EV-12 11/1'x 19/16'Ni. r0 BE W COMPRESSION WEATHERSTRIP LISIAL ' .° O - EV-18 i4' 'N ,T °' °' ' ° q FIXED THRESHOLD 11114'x 4 VIE T0P CHANNEL EV 05 i Bl 11/16' INTIRIDR79 5/16' EXTERInR 6 ST K 26 o,(Du 42 -.DDD) Ak1Kl11SRU61N111Nm MAX ° 1 BASF FORM- OENSiTY 2410 2.5 Ibslfe ' ° ' 80TTON CHANNEL °X 0321) e ® WHO LOCK BLOCK EV-08 ° °° D W STRIKE STILI EV-01 I II/IV x 15/1 6,X 19 /16'NTH.r0 810 7 . —FLOCK HiNGE STILE EW-06 I1/16'X ISI 6'X 1 5/16'NIL.TO 8E V000 0 1LACK FILLER PLATE EV-09 .00 THICK PLASTIC ' Vxf HINg EW-15 497 THI K(STEEL) ' 4 MAKE JAMB 11/4'x 4 9116'HIL.r0 BE VOOO O 11i x 3/1'mo SCR W (4)SCREVS PER HIND 6 110 z 2,F.KV., (2)SCREWS PER NINE P�� P1YV�y 1HE 1 IN INVSiVdVINNN I V1'OOf iltoffio a ' IX ucul ra,w a2114 80 M ywom1.25' 00U �y#'po0 8 NIO x 3/4'F.H.V,S. 2)SCREWS PER NINE 00 4 88 z 2'FAV,S. 2)AT EACH STRIKE PLATE Y1 1 A P ° off D LOCKSET wIKSEr BRAND 2W LOCK DADS Cup ICATIONS sibs JD 2 BY WOOD BUCK ll0it 11910,fK ' �L ' R� BABE 3111IR GFICATIONS Im JD 111 .1LESf�!VI9 N,i�IS A •RODE Ph'JE M STILES) �-�5'� RS • r lI 11 � LIR. Ol+lf BT _ __.._ log Sim BIO >< 11/4' MINIMUM EMBEDMENT OR a 11 5111-20-911t�1= T Y SC�EI 3/16`�PEH TAPCONS WiTH PR�MDOR EIYIRi SYSIE�S �1-1015-�W 11/2 MIN, EMBEDMENT (TYP) [!H INNING n SHEET 2 OF 6(2) PER HERD JAMB PIiISB�NDOOR CONFIGURATIONS RFVIS�IIfII[R 6B]/A'MAX . .• wx MAX INTERIOR wx z•wx• •-M•x , ]•wx Y MAX14• t3• MAX - —- — lea-MAX AX MAx i/.• r 1/2'MAX IS•MAXiA I 11 n NAX 27 v,. J(•.-,•wx 17• 19 x OC. • MAX ]•f 7/4• MAX is-w% 16 1 T IG 16 CG g I/,• 6 1 BO 11/16' O Is,w% SHIN M11X 22'MAX OI 0 8 MAX OC ..N•'r'7 GMAI G -----37 1.2•MAx— MAX ,•MAxr^ 1S'MAX .•MAx 4 911• 16 ]'MA% I MAx•—I F^-�-1[ II L wx Mwx M•x '• 1 \ / 14, ll LJ: 6-x -XI I 11�L MA% ]•Mw% •. t5• 41 .-MAXI-J 7•wAx „ aC SEC GLAZING BET .• MAN ... .-MAx [s•Max 6 a �/\x\/n _ EXTERIOR I 15-N4x p so 11/Ib' N•E• MAX 71 IM• MAX IS'Tux _ SECTION A—A 15.MAXMAXOTHER CONFIGURATIONS -j L_14r I GLAZING DETAIL INSWING 1 g•wax ].wx ' 66 7/. 68 7/4 �1 [/16- g MAX MAX ^I 97 1/2- AX .•rwx r MAX SHERYIN'YO.LTAXS MAX 4•MAX WERI]R MADE LAM CNAK 1 XEXTERIOR Xn LINITI twSS NOTED.FRAC OE4 NAi '~� TOG EXTROOOm-REESS IUIE STI{EOAL HIS TR RE Slpb Br a AC°E�5[°Xmo TTI AVFFO-i)AS C(X17LrUr3VA--h THE [!lE 44 b° NLIq MCiI 'r LI/-3=.4.1-Ln[t6 WIT.H THE NNE: INTERipR :9i[TH r ` Ax ef.-H Jg(1 1 pE BY TE t- IVH p 112' �• � 1(�A 3��p1 1�SRmIL s A An mKR 9l>v[ qular�ts n MD(] N RY SYST MS 31--1a2�: yr.I GLASS BITE9 [minLalumoN N S M 31-1020-E'W-I RtOpbr cLo1ws17H %I E.JETfiRSQI SHEEN 'S..:OF•s.(,A f, +Rt A[am[ MEET 9 OF 6 B.IlA1N000CECAMPUANCEn'FlCe V8' TENPEREO GLATS 9ud.o1[[aCCaEC0A1v1IA[lCECFfaCE Iz . Pffrim a 66762 .` - ` ACC MI CEND. A=PrAKSNO 0[-0314./lr ':.RE ItfTIER; .' S;npson Strong-Tie ie-�a. m 20' 'NOTE' EFTR FOR Gr V PLACEMENT a-1u (!{� WSW 44 QF K-WER WVNLOAO UPLIFT rHA418 1 28302 1 15509 1 H2O a AR a 6 99 w w \ TO ffM TO SIAM"UT"aE FoR COmcc NStPL1.Aim amm5. cu 0 o n ,ti.l.N45 io 1x%mep yr omme, 04 a W " Im wolf 6 N&av FOR U% A5 naU To M155 Ft KlhtW O ?3 tad of CONNUM. 4 4 -� m RW W fW"M17 PKAWN(6 fCK $9 51'A Z n ------------ n YY f.1 JOB SHAT f tK & SONS LOT FLOOR FRAMING PLAN W O S�Eft NOT TO SCALE T tat LFL-12-7-4S142---_ 11415 RWGPAREQM COMPUTER INPUT A N -SUBMITT Y IRVSS IL'Fq TOP CHORD 4x2 SP /2 N REFER 10 DRAWING A1SO FOR TYPICAL PLATE LOCATIONS. BOT CHORD 4x2 SP E2 N WEBS Axl SP /3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/964.17 TOTAL LOAD. • 2X6 E3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3 100 NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. ��- 5'5" 10 i 'B" - 5'5"10 f 4 ( x4 3X3 3 3x3 3X3 3x T Q + H q 3X4 JX3 4 X 12'7"4 X2 2X R-6930 W=3"B R=6930 W=3"8 PAT. TYP.-ALPINE DESIGN CRIT-TPI OTY 9 TOTAL--- REV 17.3s SCALOOM 000 ALPINE ENSINEEREO PRODICIS. INC. IROSSES REQUIFIE Ex111E1E CARE 10/24/95 TC LL 40 .0 PSF REF x)(I MPOR T AN T M M SHALL N01 SE RESPONSIBLE FOR ANY WARNING IH HAN0IING. ERECTION AM II DEVIATION FRD1H THIS DESIGN OR I ESE BPECIFICAIIONS. OA ANY SPACING. SEE HIN-91 SY lPl. SEE fins DESIGN �`` TC OL 10.0 PSF DATE 10/24/95 ^ FAILURE TO BOAR HIE IFLISS IN CONFORMANCE WITH OSIN BY IPI, FOR ADOIFIONAL SPECIAL PENMANEHI SPACING RE tg -�/ ALPINE COMNECIpRS ARE MADE OF 1'08A DAIY. BIEEI 1NEEIINO ASIN GIIAENENIB. 1NNiESS pIHENMISE 11A]ICAIfp, IOP - BC DL 5 0 PSF oRwc AA•B OR B EXCEPT AS NDIED. APPLY CON ECTGq 10 EACH FACE OF DIM SHALL SE LATERALLY S1wF0 WITH PROPER HYIse AHO MESS OTHERWISE LOCATED ON this DESIGN, P01111ION LY AIIACHEO PLYWOOD SHEAIHING. 801100 C1,OR0BC LL 0 .0 PSF RAGCONNEC1ONs PER OIUNINGS 130. lee s 1EOA-F- DESIGN STAND MB III IH PN10P PLY A1IACNED RIGIO CEILING -- SEE TOT.LD. 5�J.0 P5F D/A LEN. 12-7-4 COWYORW W/APPL1CA&I "WIS1O1B a Nps s IPE. AN ENGINEER'S ALPINE KCnnCAL HPOAIE IM1911 FON PROPERr:SEAL ON 1NIS GRAYING APPLIES 10 INE CONPOENI DEPICTED HERE DRYWALL APPLICATION. f1AY/ISN A COPY OF IMHts � DUR.FAC. 1 .00 TN ONLY. AND SHALL NOT SE RELIED UPON IN ANY 01HER WAY. DESIGN 10 INE IRUBB ERECItam CONIRKIOR. - '--tP1 - trans.KAFF 1NSt1T1RF, NITS- 109, NAlIIWu OFSHNTM eanFl�wln„F1W+wnn r".KH�r HH.....,. ISPAT TN(; ?A (I" Tvrr av A? F -7-4 SY42 fH1§ OWG, PREPARED M T RLOCATA NS M 1 Y T R TOP CHORD 4x2 SP E2 N REFER TO ORAWING A150 FOR TYPICAL PLATE IONS. 001 CHORD 4x2 SP 12 N WEBS 0`x2 SP 0`3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/940.19 TOTAL LOAD. + 20 0`3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-10d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN, TOP OF TRUSS MUST BE NARKED BY TRUSS FABRICATOR, BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD- 2 6 HORD.2.6 _1 �= 5' 11" 10 -- 1� 5' 11 "110 41 X43X4 3X3x4 3X3 3XJx 1I . AT Q Q 9 x x x 13'7"4 X2 2x R=748# W=3"6 R=7480 W=3"8 PA90 T.�TY .—ALPIN DESIGN CRIT-TPI Y - 0 T TAL 0 REV. 7.3s SCALEIO pg5000 ALPINE ENGINEERED INIaOuciS. IMC. rAus9Et REou1rE E3IREME CANE 10/24/95 T C LL 40.0 PSF REF x x I MPGR IAN T XX Sa/.L 08$ SE RESPONSIBLE tR AMY WARNING IN NANOLING. ERECTION AID n I\ DEVIATION 0`1NfE1114 IH11f I6 DESIGN OR THESE t►ECIFICA11011%. 09 ANY SPACING. $EE NIS-sl n IPI. $ft Ilea DESIGN �`'t' TC DL 10 .0 PSF QATE f 0/24/95 fAILUAE 10 SIIILG 11E INUSS IN COWORMWCE WITH 99108 SY IPI. FOR AWIII04AL VtCIAL PEnKAMEN1 BRACING RE - ` v O ALPINE [OC10ARE MADE OF MA GALV. t1fEL NEEIING ASTM 04IAEMENTS. IO&ESS 911ERNtsf INDICATED. TOP _ BC DL 5.0 PSF ORWG O A446 OA A EXCEPT AS WOIED. APPLY COMNEAS CIO10 EAC14 FACE Of CHWQ SHALL SE LAIEAALLT SRACF0 WITH PROPER _ 5606 USS _ IRAND UNLESS f11EnWISE I OCA1f [IELYN0 0 ON 11419 DESIGN. PWIIION LY ATIA0 P00 61EAHIINI:. 90110M CH091) BC LL 0.0 PSF RAG If COAIIECIORS PER ORAWIMGS 130. 150 t 160A-f. DESIGN SIANOA1109 WITH PROPHkY AIIACEO RIDID CEII ING - SEE STATE a0`' TOT.LQ. 55.0 PSF 0/A LEN. 13-7`4 COMfORM M/APDL ICASLF PRov If IOMf M NDS[ IPI. AN ENGINEEP't ALPINE 1ECTN1[AL WOAIE I//1/SII f0N PROPER '- MAL ft $HIS ORAMIMG AP1YlE9 If INE CSIN0WE/11 OEPICI ORT ' t� 1 .00 EO HERE ORYMALL APPLICAt laN. IINMIf11 A COPT or wills Q'- DUp.FAC. IN ONLY, AND SHALL NOI SE RELIED URN IN ANY OTHER NOT. DESIGN TO THE IFIM EAECI 1011 COMIRAC ION. r. INFI70""I�+ ......-_. .- 13-4 SY42 jJJ15.OWQ. PREPAREDM CDMJlgft ItUT (LOADS C QIMENSLQU JUOMIY TRUSS MFR. TOP CHORD 4112 SP /2 N REFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS. 001 CHORD 4x2 SP 12 N WEBS 4x2 SP P3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/936.98 TOTAL LOAD. + 2X6 E3 HEM-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-I0d NAILS. STRONGBACK MATERIAL TO UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. PROVIDE HANGER AT RIGHT ENO OF TRUSS FOR 733.34 LBS. �2.6H 4 ( X4 x 4 3X3 3X3 3X 17 T 'v c 1J [h g X5 N , X3 3X5 73'4" X2 2X R=73311 W-3"8 R=7330 W-3" PAT TYP --ALPIN DESIGN CRIT-TPI QTY - 2 TOTAL - g REV- 17,3s ALPINE ENITtWEREO POOMXTS, INC. TRUSSES PEOUIE EXTREME CAVE 10/24/95 TC LL 40.0 PSF REF 210E xIMPORT ANT x II„NAL, NOT BE RESPONSISLE AM AY ARNING IN HANDLING. ETECIION ANo DEVIATION FROM THIS DESIGN OR MESE SPECIFICA110NS, 00 ANY IMUCINO. SEE HIG-SI Sr VPI. SEE THIS DESIGN �t'unf. lt1l - TC pL lO .O PSF DATE 10/24/955\ FAILURE 10 BUILD THE TRUSS IN CONFORKANCE 141 IN DST"BY IPI. ran AOOt ItONAL SPECIAL PERNANENI SRACINO RE , �ALPINE CONNECIORS ARE WAOF OF 7OOA GALV. STEEL MEEIINS ASIR OUIIEMENIS UNLESS OIHEMISE INDICANEII, TOP - BC DL 5•0 PSF DRWG AAM SR S ESCEPI AS NOTED. APPLY CDNNECTORS 10 EACH FACE OF CHIM SHALL OE LATERALLY BRACED WITW PROPER1"S AND(MESS OTHERWISE LMCAIFO ON THIS DESIGN, POSITION LY AFIAOXO PLY1100D SHEATHING, MOTION CNbTIOBC LL 0•O PSF RAG CONNECTORS PER GRANTMc3 130. 150 S ISOA-F. DESIGN STANDARDS WI IH PIIOPERLr Al1AH;NEO RIGID CEVINO -- SEE TOT.Lp. 55,0 pSF 0/A LEN. 13'-4--0 CONFORM 00APPLICALLE PROVISIONS OF HOS S IPI. AN ENCUIEHI'S ALPINE IECHNICAL UPGAIE (III/911 FOR PROPER r'=SEAL ON 1018 DRAWINNG APPLIES 10 INE COMONENI OEPICIEO HERE ORYMAIL APPLICATION. FURNISH A COPY OF NNIS •�- p�.FAC• iAAIN ONLY, AIO SwHLI NOT /E RELIED YPGN IN ANY OBER BAY. DESIDN lO 111E TRUSS ERECi1GN CpNIRAC IDR. YEH C^+OAF'TAIF-' 9 AV VII" r .�A"7 •-..TPN HNI K6 p Hte t.Mf/N..rr .NK - .n�. .....n,., rw....-.,............... _ b' LOT " KNEEWALL 16- QEPTH THIS DWG. P PARED FROM CRM.PVTEA INPUT (LOADS CDIMENSIONS) SUBMITIE0 BY TRUSS MFR. TOP CHORD 2x2 SP 12 N ALL PLATES AAE 1x4 EXCEPT AS NOTED, 801 CHORD 20T2 SP 12 N WEBS 2x2 SP 13 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED UPSIDE DOWN, TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATDR, 1 D) (V N fns /ry. rryj' N T 2x2 2X T J— lo' 2K2 2x R-110 PH W-8' PLG SED: 19197 T. TYP.- ALPINE DESIGN CRIT-TPI OTY - 3 TOTAL IN 3 REV. 17.2m SCALE -0.5000 ALPINE ENGiNEEBEa PRODU►IIs, INC. rnrsSE5 REQUIRE ExIRENE CARE 11/29/95 TC LL 40 .0 PSF REF (� *IMPORTANTx .TALL No, .E RETIPONBIBLE FOR ANY ARNING IN HANDLING. EIFCIIDN AND n (�, aarlAllaN►ao■ THIS DESIGN Dn INESE snECISICA11DNs• OR ANr GRACING TIFF NIM-sl er IPI SEE THIS DES I" �`�� TC OL 10.0 PSF DATE 11/29/95 "'ILURE 70 BUILD IHE I"S IN CONFOIMANCE WITH OTIIMM Mr IPI, FOR AODI,I04&VEC1AC PEtwAMINI MRACING RE , '� - O ALPINE COTRCCIDRS ARE MADE OF ?GGA SALV. SIEEL HEFTING ASI. GUIRENENTS. ORM OTHERWISE INn1CAIE0. IDP - - 8C OL 5.0 PSF DRWG O ARAM OR M fJIaPI AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD IIHALL ME LAIEMLLr MRACEO Wlnl PROKA TRUSS ANO LOESS 01HERWISE I.00AIEO ON THIS OESIOK POSITION Lr AITA0ED PLT"M SIFAIHING. M011om CHDiq �� 8C LL 0 .0 PSF JRK CDTOECTaRTI PER MANIA" I7o, ISO L IBOA-F. DESIGN StANDAROS 111114 POOPERLY ATTACHED AlatD CERING -• SEE - STATE OF TOT.LD. 55.0 PSF 0/A LEN. B—O—O xµen aft�/I aAPPLn,r�iw,AFFL�[sPIWIV GNiso E cowlaxrli� oEPAN�crEO EIMERE ALPINE TECHNICAL ION.UPDATE wNIS14 AICOPY Orfs CptR� Q��' IN ONLY. AND SHALL NOT ME RELIED UPON ,N ANY OTHER WAY. OFSICH TO INE TarsS►RFCIIOH CpNTRACTMI H..._ DUR.T AC. 1 .00 MAP SHOWING BOUNDARY SURVEY OF LOT 75, SELVA LAKES UNIT TWO, AS RECORDED IN PLAT BOOK 4.3, PAGES 11, IIA OF THE. CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CERTIFIED TQ: MICHAEL J. FREEMAN AND KELLY A. WHITESIDE COUNTRYWIDE HOME LOANS, INC. r' STEWART TITLE GUARANTY COMPANY ri.. i SELVA LAKES CIRCLE ( (60.0' RICHT OF WAY) 1.EC 1 4 2004 S 06'45'00- E S 09'04'31' E 1'.79' vv 21.22' (PLAT) (CHORO)(PLAT) 21-22' 4 (CH �; a' feyE COPY ( �, �XM � ��- POWT OF CURVATURE 1 2 PON PIPE FOUND 3/4- IRON PIPE FOUND Y^CUT Rr1 70 ag YON IDENTTFICAn0N NO IDENTIFICATION IN CONCRETE 113.797 �'^^^r+ 20.$ 4.4' r► � 'r1 8 • � o COVERED LJ �. ENTRY 4.8' s.s FILE Copy a W 0.3' 4J -� aa � r 0 U-)o O STORY LOT 76 TWO LOT 74 g C FRAME'a o r- OX 'a POSTED N 607 y Ld s o � o o s' 1r! p asAMI °D cONDInp.Ea 41•� M x 4.9.1 PAD 30.2' r co V) X 7' SCREENED PORCH �L LOT-7'5 FILE D.1• 4=x-x a I IL .11. FOUND 3/6- IRON PIPE '30" W '2 FOUND 3/4- IRON PIPE NO IDEN TWICATION N VV"35NO IDE N TIFICA TION 35.00' (MEASURED) SANDPIPER LANE N 06.45'00" w 35.00' (PLAT) (40.0 RICHT OF WAY) NOTES: A C PTLD BY LEGENID: R RADIUS X— FENCE LENGTH I - CONCRETE - ------ - I NuTES REVISIONS 1 BEARINGS ARE BASED ON THE PLAT BEARING OF __ N 63'I-00-E--- ALONG THE NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL. DATE OESCRIP7I014 2 By GRAD-LIC PLOTT'NC ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE -_ x-__-. AS SHOWN ON THE NIA.Pkt.4: FLD7C INSURANCE I.'AP DArE0 APRIL t7. 19S9. COMMLINITY M1:URF0 17F�175 PANT 0001 D 3 THIS SURVEY REFLECTS ALL EASEMENTS h RIGHTS OF WAY A5 PER RECORDED PLAT k/OR TITLE COMMITMEN 1F SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UD DERTSIGNED 4 THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIFYING SURVEYOR. JOg # 24176 1 DATE OF FIELD SURVEY: 04-26-04 DATE OF ISSUE: 04-29-04 SCALE: 1" 20' CERTIFICATE 2522 Ooh Street I HEREBY CERTIFY THAI THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE Jacksonville. Florida 32204 AND MEETS THE MINIMUM TECHMCAL STANDARDS AS SEI FORT BY THE F,ORIDA (Phone) 904-389-59a9 9OARD OF PROFESSIONAL "W"S AND MAPPERS IN CHAPTER SICII-6. 'LORIDA (Fox) 904-369-6175 ADMINISTRATIVE C RSLANT *0 St"10" 472 OR10A $TATUTES 1 CHARLES K MC INTOSH LICENSED BUSINESS / 6702 REGISTERED SURVEYOR AND MAPPER M 5502 SATE OF F�WDA LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS ° FILE COPY 17 [s�tsnn p j DEC 14 2004 3;XYZ"y, o l S (A-OD �vs �.� IRy13 , �D FIL E Copy 04"d VC, r� it S h Olt „ \AQ to m E C 0 P \deC��aidstoceto`eIL. s ad 15 \,NV MPN o�'�' WH G�,JD67 Go-7 SIu,4 Lo, Cir 4tt*t l L 6 c-Y 4STI1U& Sc&PU 4' xx A-*Z\f U G ,Su&Ay,;�, r4 32-201(;7 w +• n "� '� � �r ' _ � �'^ : �q his.. '. ' ., : •k- � f� �. yew ..Y�riY�• n l..J �. J VR. R (� Q 4 RIDGE ' I `�,. I s ?s Li v ¢ y /�•��]j J � rwwr�,NM •+,F� ���rn ... ' r ""a moi' � •� ROOF LAYOUT PLAN rl, Al Ike 60 • � .rw s Y e F` - I I IT T C i To i a . ° I + i E I I + ( I AA 4 CONCRETE SLAB W/ FIBERMESH I OVER 6 MI VAPOR I R VE L BAIL � OVER CLEAN TERMITE TREATED DIRT FILL i vl ALL iNTM10K MAKIN& FOOTIN& qU) STORY SEOTrr�NS ONLY i ( TO BE 100 X 20" W/ (3) *5 , ( MA.SONARY STEM MALL ad ;s-' n n I5 RODS GON'T. FOR T STORY SE�riotrs I I ;OVER 8 X IFS CONCRETE f �" ( I FOOTING W/ (2) #5 ~� �6T I I I ( RODS CONTINUOUS j � ( (I� 5TQR1' ���Q�.'r (2� ST�?R`}' �G�,.rLOH_O Y � _.�.. _.... �,.. ..._. .,.. ^ .� � ..... J I I ( 6" MASONR Y 'EM WALL W MA$$NARY STEM HALL OYER 8 X I RETE OVER 8 X I6 CONCRETE I FO . 2 IOTINC� hI/ (3. Y 24" X 24"X b" " Roos`60", RODS CONTINUOUS iii j X 4TT T ON A STT DA►9E W/' "' I..... _... ._ � ,..._ � �.: � ,.,_ ._ .__. _r_. _... � �... .�.,• .�.:� -- -- ---',_.. ..._ .,-�. .*.�T-*Ib C�41A�i 1�A1'+1 'rte { , � �• .�• www rr� •' y : G 11 4 '� -$ r. �$'...._ X1'-8 _ i. `► Y,, , i t. -U' 44'-8' 4• :;. a X- . w «. ko ik •x >ri M e , ._. .: .. : t 0 NTSOLDA ,fir• �/f'�` t' ' ^a.., ri��ir��•r h•,. +w•�� , ,.* N fir.� S' q ? .. Y Xl ALA t7 0 of Vp x' a. m , f a y _ r9 r V� Art I I 0411a NORL op a. a cWe io .1� � a '. .' ... .R r„ .... 5'.. .. gyp' .. .: '. ', c: A f .♦,. 'r .. .. ... : d .. ,.- ,. .... .. ... .. .. .A. i. ,... ,. ,..., ✓ : q . .... .. n_ . .. ,. �P...A''•. s!:�,d .nom,. . .� a II LJ ly iI V Q � � v ( I Q o a � & ID6E v 4, LL O r � � o � I 0 ROOF LAYOUT PLAN 0 __ ■ r.n r1 w. } I I I I � ! II ------- — - - - - - - - - � _ - - - - - - - - - pit, - - - -- - - - - - _... ..._ _.. - - - - - - j - - - - _ ...._ - - - - - ._._ — � � — _ _ � _ � - - - -- --- l.L.ITHICKEN SLAB TO BE8" X 12" W/ (1) 04 ROP I l.0 U) I m 4 CONCRETE SLAB N/ F I BERME5H I I I I ! OVER & MI VAPOR BARRIER L I I I I OVER GLEAN TERMITE TREATED L - - - - - - DIRT FILL I - ti I STORY SECTIONS ON Y I D (L f ALL INTERIOR $FARING FOOTING �� TO BE 10° x 201, by (5) #5 ( S MA50NARYSTEM NALL RNs or�+aE #5 ROD5 CONT. FOR TWO STORY r2Fr TIONS I I OVERS X 16" CONCRETE I I FOOTING N/ (2) #5 d 6 199T j I I I ( ROD5 CONTINUOUS I (I) STORY 5ECTION5_ QNLY (2) STORY2EECTION ONLY — _.._ — — __. — __._ — — - I LL xx �i n _ ____ ,.... — _.... ...._ _ — .,.._. — — � L91 O 8 MASONARY� STEM NALL 8 MA50NARY� STEM WALL t I 1 OVER 8 X Ib CONCRETE OVER S X Ib CONCRETE � L. J . F " " " n ►. I I FOOTING W/ (2) #5 FOOTING N/ (5) #5 ! I SIR�oaTl� I I RODS CONTINUOUS RODS CONTINUOUS ! ICONi^v (sem«a Ktiovs --- --- 1 ; 4 X 4 POST ON A STT-^=v" BASE YV ` _ _ _ _ _ _ _ ' _... — — — _... — _._. .. _.._ . .-.� .. ..r — .._. .,.... ..4 .._` • � I � (2) 95T•-Flb CLIPS • BEAM L T — __ — _ (_" r --- -- --- - - —_ — — ' __. _. . -- - - - - - - - - _ ..� _ .._ .... ..._ ._ _._ w. _ . � _ �.� goy J } LLd RECEIi VZ, Qj° FOUNDATION PLAN CRY of Atlantic � CONTROL DATE Building 11/22/al6 _ �' '`f • � rind �®rr� r'� :` •� Il111111 ' . _� 7 A'-G" a' tT' ��� ..-�?� �' ° ; W 50" ROOM THIS - I WINDOW POLL HOVM 303j55H ' I 513LK' X 'T BL K I j (SEE D01 3 RM. PLAN) ARCHroP I 6L�' `�' S SHEAR WALLS NAILED • 3" O.G. SHEAR HALLUS NAILED 0 4" O.G. EDGE NAILING 12" FIELD NAILING.- { i ® SHEAR WALLS NAILED ! b O.G. *; TU O j W1 = HMA OR MT9210 HOLDOHN WITH-IN 12 OF E 0 OF SHEARWALLS (AS NOTED). I cry I r j :moi PROVIDE (2) 2 x 4's AT EACH HOLDOWN LOCATION. d)�� Xi Noo, a X _— in / _ ry l P e r err. e z j J J I 5 5HF.IL ', I •� W.hG n � TPN 1 PN I Yi fI �•-��-1 aHc. 1 BONU5 ROOM I I ydl i SLOPE CL'O. I; N 81i�` 1 CARPET I '.l I _. n� I i � bObB B.F. i � IN6 ES I I I j ENTIONAL F CR OF DESIGhGOY v �i DOUBLE 2 X 4 TOP PLATE EACH 51M to ,I j i" AIR SPA!2E 1 51/2" BATT INSULATION BEDROOM 2 BEDROOM 5 (12 SIDE ONLY [� 2 X 4 5TX>15 0 16" O.G. CARPET� CARPET� J r.---_-�- _.-_-- I LAYER 5/8" FIRE RATED I LAYER 5/8" FIRE RATED DRYWALL CONTINUOUS 1 305 50505H j DRYWALL CONTINUOUS FROM FROM 5LAB TO F 5 AB ROOF • I 0• I 50NUS ROOM 1/4" 1 '-0 " SECOND FLOOR PLAN ' 1/4 = 11--0" I✓IRENALL m 5TOR OE SHED o � - A/A A y _Q FOR 15T To 2ND FLOOR, TIE - N DOWN U5E Cl2 MST45" FLAT m STRAP 0 45" 0.0. FOR CONNECTION ! • _ I ;'-4' 111 r r-,' r, X -T MK. _ 1 7vvvvvvvvvvy ------ M ---- H T H w ERe ,� HALL j MT5S1B GARL�GE I 1 .I:,I X b" Hoop I ! LA PSI 20'_0" x 20'-D" I tu In SHEET BOT1CAP v SIDES 0 N ADEN b' GEI1-INC MASTER 5U I TE j �, 0.5,5. NAIL p 20 HWR- TUB CONCRETE 1(1 _ " AS 13 4 x 14' 4 WMP-ITT I - 6L5. ENG. ON --- - - � � V� ! TOP OF A 40" ' P CARPET CARPET KNEEWALL - O x II 1 Ul VINYL d1 STRAP HEADER TO AD !' { I I I 2bbi H OPT'. � � CRIPPLES WAI) SEMCG RTPGA � � 4Q68 ,IR.B.P. - 2bb8PKT. ! D' ^rL I STRAP e EACH O I I U ib R. Pwavice STaeAe m 0 ane of z w ,j HI5 "' L. •I �� W. Dols ter. 68HG j # n j ry _ + eeeo fV _ IL -. — I X --- – �' Ii r., r JI(L�,,, j CL i 13' KIT H N E EVATION 1 ' ` L I, KITCHEN ,t �, =, j II 13-O x 10,-&,, 12" BAR TOP/'33" HIGH PASS THRtIJ • 424 A.F.F. _} _ m MIRROR MIRROR i' \/INYI- I i W 2 I F I �� DININO ROOM LIV NO ROOM J j Q p 7( RNC. ; q'-b" x 13'-O" Ib'- " x 13'-0" 0 Z 11 30b85G 4 X 4 PT POST ON A STT-ASU44 BAW Q Q' CEILING �' G ILIN6 X 1 I r _ W/12"Xb0 S L.= 7 I AM 1 `L PAN. Q O I CARPET GARMT -__ -- _ MS. BATH 2ND BATH -- _ Ga�lTi�DL DT _ I - ELEVATION ELEVATION i_._ ._i_. _ .._- _ .. 305QSH 505PSH ; - __-..- -__t ( I/2:2/11/ -,l A} (2) 200 SH ! G m -'=' ---- - . _.__. . .. -- _ _.._ - �`� ' - - V ••' K. HU ''•• UL ATION: _ r ., REA TrA�3 r �IFIC '� F` '� FLOOR, 103Q S.F. FIRST RST OR z . �� ;) 1t� :v �nY'_G� SECOND FLI '555 S.F. FIRST FLOOR FLAN �5;k 1/4� � 1 I_Q No. 3.,1:: ' ro LIVING TOTAL: 1592 5F. ,,< � 5 � 1 SSARACE: 440 S.F. 4. LOGGIA: 50 S.F. TOTAL: 2062 S.FW. _ t " _ ` _..— 7,-b, 4'- -p" ,a 3•_a, WI/ DONIr ROOM THIS e WINDOW WILL. MOVE 503 SH i + r ; � ( (SEE DOM19 t�M. Pt.AI� i ARG TOP a:. _ r = 5HEM WAWS MAILED • Vl O.G. 3 �,� ® = SHEAR hUtiLL NAILED O 4" O.G. EVOM NAILING 12" FIELD NAILING. fi ( ® = SMEAR WNLS NAILED 0 b" O.G. I TUB = HMA OR hfi 1B HOLDOWN WITH-IN 12" of END OF SHEARWALLS (AS ALD o I I PROVIDE. (2) ; x 4's AT EACH HOL.DOPl LOCATION. i x I K r I 610"JoT 40 it S 3HF. d DN XXL, DN +� . scar I �. - W ' v LTJ $ ;p tL UP 5 R. I _— 1 BONU5 ROOM 1 „ I -�f� I QUI _n � •4 A r I b 8 x 1 1 -O , • v SLOPE GL'G. - 3 _ � 1 CARPET � 1 ` 6068 B.F. 1 us, a j OF DC- ION GOVENTIONAL. F INC .. 1► X r r. G' DOUBLE 2 X 4 TOP i ELATES, H 1 I" IR A . ' I 3 1/2" BATT INSULATION in ' ! I BEDROOM 2 ( `4 BEDROOM 5 1 I ONLY 2 x 4 1 " r { 11'-0" x 15'-0" .� 15'-0" x IO'-D" m - � H GEILINE :=7. 10. 8' GEILiN�S 0 4 I I CARPETCARPET 1" ­ j I LAYER 5/8" FIRE RATED I LAYER 5/8" FIRE RATED � DRYWALL CONTINUOUS :� 305�SH " DRYWALL CONTINUOUS M 5 ROOF • ± �'-�=�- I - - - - _--='" --- - - --- -- - - -- i � FROM T � - 11:._..4"_ __- - - +r� x 4 PT -PLATE '+ w ►�- " OND FLOOR FL .. 1 ��� � 1 ����� a � BONUS �ooM I/�- I O rJ��i 00' � FIREWI+�...L • 6TDRA6E SHED A/A A ' FOR 15T TO 2 FLQO,R TI.E � -4 VQNN U 9 (I) M5T45" FLIRT t 5TRAF 45" Q.G. FOR C.f�N1�tEGTID1�t 60 -- -------- ,! i H �, I MT527B „I GARAGE ._._.._ a 11 .iJ I 1 11 - lu SHEET BOTH x 42 20-0 x 20'-0" I ' ARDEN y 8' CEILING M,4(5 TER SUITE o.s NAIL o I 20 AR. TUB ._ CONCRETE , Ul I5'-4" x 14'—All Ascom _ _.-....' �"• ' PA ID Y I mss. �Nc. oN II q' CEILING-� / WNtP-121"1 TOP OFA 40 � I oil CARPET cl. K TALL x„ 1 x 1 N yI} I ( ' �� STRAP HEADER TQ THE II CARPET 1' P 2Bb op1. �''. ``' D. N CRIPPLES W/(1> SEMCO RTP A836 ! p� • � � I, 4068 1R.B� - 2668PKT. I _ STRAP e EACH END O L� 19~Room , $ �� r°; 1 - Ib R. ,j �oovioe s�rcR,•� n eoo I N - - - --- _ 1— j y. - tr n• > 1 - --- - --- _ _ -- _ 1 r 11346, n -(I KITCHEN ELEVATIONS � KITCHEN I�p _ ' � � ,� • --- � �. 13'-'O" x 10,_8" D/!^1 'I l 12" !"BAR TOPA.� N WNW PASS iV N 9' GEILIN6 - Tr`#RIJ • 42• A.t°LF. � � MIRRoR MIRRoR `D VINYL w _ o I _ IF kill I D I Niles RIDOM LI I V Nd R©OM x 13'-0" ! r, - 4' GEILINB � q' G IL11+ 5 306856 4 X 4 PT POST ON A STT-AW"BASE v 4 I PAN. 0 13 L` T ► ' DATE 1I 0 CARPET `� GA T -� LI�,rrr { TOL.r A ' --- � --- — s . _ M� B � 2ND BATH E...EY61:110N ELEYATJON 1 j (2) D Sw 7, I 5'-S* NN TA [ON; , IGEN 0. 1 's FIRSTµFt..yDdR: ;. Seclow FL#�.s 3 S.F. F 1 R5T FLOOR FLAN � 1/4 � I �_D I� =� '� N�. 3�1`�^ '� ti t; 90 � Z • .r ;, '•,�� d+F;i 1= . , - TOTAL 2 S.F.' i ' a �2 �2 ROOF z &" Dx16" W 2ND FLR. BRO. -- COLUMN 2TECT _ I5'-T 2ND FLK. 5R6. O STUCCO FRIEZE I(FRONT _ �,` LY) 4' X 8' VERTICAL OABLE5 ON / � 1 -` \ SIDIN6 I�'-�" BE,4RIN6 J 10'-6" 2ND FINISH FLR. ILLU. I W STUCCO BAND PV A " 5ANP' ON TOP IL W-I" BEARING ' BEARING F-- _-1 4' x 8' VERTICAL !!�� .l 1 X 4 ❑ D I (� I TRIM E E (BTMRP. - _ - S'TUGCO A� O'-O" FIN15H FLOOR - O'-O" FINISH FLOOR O'-O" FINISH FLOOR REAR EL EVA71 ON - UNIT 'D ' 1/4 = 1 1-011 FRONT ELEVA7I ON - UNIT 'D ' 114" = 11-011 � 4 M U1, II, >< O LU V moor I!D fIM1s1� r1EI�OLI!!SMM/L/RPO��.f�� th _ axe - L _.- DL VERTICAL 51DIN6 Y� rcwoMs I X 4 TRIM + -- BIRDS. (TYP) - - »�,. a• - - 8' r-- --- _o �' X VERTICAL ,•''1 m Tpj' 4' X 5' VERTICAL 51DIN6 4 X b' - +rind 2W s�aa WWrJM 4' X V VLRTICAL I X 4 TRIM SIDING (n _ SIDIMRTICAL SIDINS - BRDS. (T1'P.) iry as nws+r�aue 1 T __ o•-o^naN rioar< as rm w�r�aore OF-0,Pool"FLOM Q � Q RIGHT SINE ELEVATION 114" ('-O" FT I VAI N I/4" � I'-O" �� L� D LL IL T. aZ Z° O z Ci0N7ROL. DATE 11 /22/cih A,, 0. � I11I y _1 I DN UP 3 R. PHONE lL ' F— 2 o � 1� ELEC.,TRIG L 'L N2�� FLOOEL.EGTRI CAL FL X30NU , +n 10 fir;.•. - { • a •i 11..1 UN lu PAN it effl.Y i L J l r �= PREWIRE rom A SARASE CN20R I iyPAN OL f�i • .• ._ 0. J ���R:Y 7� it \ , I nn *o, . iL ly �F. ELEC.TRICAL FLAB T FLOOR CO�kTROL.. t� T STUD TABEE Stud Spacing for Exterior Load-Bearing Walls 6LOGKINO RZGVIRED CeilingNo. 2 P No. 2 YP No. 1 SYP 2X4 BLOCKING • BETMEN OM166ER5 SWEATWING JOINT HURRICANE CLIP Height 4' FROM &ABLE 2x4 OUTRIGGER Z-1-1-2,1, OR EQUAL _--_-- _ _ 2 x 4 I�2 x 6 2 x 4��2 x 6 _2 x 4 j 2 x___6___ END �.` • 4D' D.G. O 48" O.G. �.._.� _„_.._ — --_.. 9 ft. 16 o.c. 24 o.c. 16 o.c. 24"o.c. 16"o.c. 24"o.c. 7/16• STRUCTURAL \. U-HANGER . ___�.��_ _.. ROOF SHEATHING �\ �i `2x4 BARGE __ T —.._._.-o.c. - 1 10 ft- 12"o.c. 24' o.c. 12"o.c. 24"o.c. 16"o.c. 24"o.c. RAFTER CONI. 11 ft. N/A 16"o.c. N/A 16"O.C. _ N/A 24"o.c_. SHINGLE STRIP �12 ft. N/A 16"O.C. N/A 16"O.G. �N/A� 24"o.0-- _ r-ASCIA 13 ft. N/A 12"o.c. N/A_ �16"o.c. N/A 16"o.c. l 2x4 X-B E ---14 ft. N/A 12"O.C. N/A -� v�12"o.c— N/A— - 16"o.c. • 8'0' O.0 TOP CHORD OF GABLE END TRUSS I z,�" DRO'I" 3 v2' Note: This table applies to structures with mean roof height's<25' and I { CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less. 2x4 SCAB '2x4 FROM 1 TOP TO iv" Rows $d coK,, � � "o.c. CONT. TDP O BOTTOM CHORD ROOF S11E/1tF1111C DOUBLE GAME BOTTOM + R BRACING Structural Notes C�IDRfl • _ (PROVIDE FROM GA ADDITIONAL 2x4' TOP CHORD AT VERTICAL IF 3) 12d NAILS HIGHER THAN 48', 1. All laps in top plate shall be a minimum of 4' and nailed with 12 - l 6d common nails, TYPICAL AT TO FORM AN 'L' x-BRACING SHAPEJ 2. All shearwalls shall be nailed at 3„or C' o.c. as noted on all edges and 12" o.c. intermediateI TRUSS . T—VERT. WME15 15 T of- hJA,L_ TR.uss 170 with 8d commons U.O.N. . Block all unsupported edges with 20 1]atwise blocking. NOT F17RESENI oovopelc PcwTr_ w/14 0< comShearwalls shall be 15/32" CDX or 7'/16" OSB. BLOCKING OF CHORD � r � G.C, CE1lJNG OIMM11Af?11 TDIL I�WLTO Tpp t�•TtR �/I�OI LMA BOTTOM CWORD OF I All able ends shall be balloon framed or framed and braced per attached detail. — - ^GABLE END TRUSS b P O.[. CONT- 2x4x9' 4 SYR �- ��—[2J 2:x4 TOP PLATE 4. Strap hc.ider studs to double plate with TPP6/4 at each end of header and nail with eight(8) - �~ LATERAL. BRACE + 48' ac. 2x4 &TUDS + 1 O common nails(U.O.N.), Ty/PICA4 XN ttrkl0f, sH�aRwAc sk UNBRACED LENGTH OF X-BRACING MAY I6' pG. Ga."rNrerloA/ a goof 2x4 BLOCKING • / 5. 1-leader studs and header cripples should be nailed together at ti" o.c. w/16d staggered. Clip NOT EXCEED 10 FEET. IF LENGTH DOES 48' O.C. BETUEENI unit to shoe date with one 1 TPP6/4 clips and nail with eight 8 10d cann flFIRST ails (U.O.N.) EXCEED 10 FEET, ADDITIONAL SCAB GABLE TRUSS l ( ) p � ( ) - m . IS REQUIRED. 6. All window and door components must withstand a 100 MPI1 wind load. 7. All connectors are SCMCO or equal (U.O.N.). .� 8PLATFORM FRAMING; G,45LE END . foundation design is based on a minimum soil bearing capacity of 2000 psi'. SEMCO TPP4 e o•e, DouBc&n_- ZX415 P�4rr svp 9. Design wind loads are based on SBCCI Section 1605 with a wind speed of 100 mph. 7/1(p OS[i SNEAt✓N/NG - NArL4D a G~Odd ALL HEADERS TO BE (2) 2X 10 NO. 2 oN ALL S U PPo e rs w/Q 01 C_OAA •n^ qJ RS OR BT SYP. I-STORY(2) 2X12 r1RS'1' I FLOOR AND(2) 2X 10 SECOND FLOOR T P p ,+ 2K 4 'T Ru 55 ES �4 "o. t. o ` TPP4 NO. 2 OR BT SYP 2-ST RY (U.O.N.) �iarY�Gc�u .5�►rNG�.Es ov�rle /$•Fr 0 E------ NtiI� W/8 - 10d COM, 0 • HuRRILANE CIPS- AS No TEA R-SO INSUL ° 1/3." C4�$LIw(, 80AR0 1K ♦ SPF Sruos - C�()-2x4'5 SVP TyP I cl.kHIc^pE►z 1AJ[r _ UN4Es5 -- SEnncv TPP4 L' 32''o.c, D rAl of TPP4 CcIA [NAIL W/0 -109( Cu A&) sT2�P Orlfo_lUwISl+ NarLO /N I/ PRYW44L SPEC/F[C /-OCA r/oA15 I i Zx4 sPF SrUpsC I6"o,c, (MIN. N•. a.) �/��' B. SuF14rIiING i NAIL. AS NDrIFO rNSrAL+- LOW,, DIA4410MOO I AcRoss STOG s FOR. Sructo u Hot 13n1,r AAUSr - R-I1 rnlsu.�,,rlow NOTE, h C rjrucco FINIsN i Bg WI rH­� 46" 01C f L-AP oI011LgH�cicr SIo1 OCC- As Nor[, FLOUR 'SYSTI.M KApr'1 srva s IE - 2.4 P.T, SIL4 w/ I�,.rIO"q.8 ! aK4 PL-wiF (.;ye) Th'P Ih x IU'I �,$,`s L232 O.C, �. CORAl�Qi A Q GPE,rOVIOV N NGr(o,U5Ei4L� i rIM13k�:.STr�AIti� �IwC ,,1GrS7 TPP4 iCIO sEMca TPP4 CLIP @ 3l"..� ,/$,. wA slrfres I NAIL. W/ 6-10 d CoM " s e +4 LA SrRAI t>E i wF.Cu 4 UIL S Ns� w/S1MIi5o►u cS1G.. I q�{'�t_oAlb� M+4 VAPoq 13A17R/FSC CMV fq OVC4 COM,*ALTEO F11-43z' 4•c. , hf A IL w�11- IQd I bk-f VitT [Z AL1. CoplN!<0.S t.OWEKL stun} GRAGri< _ ANI' ,4r 4' o.c, . MIN, 4" HOOK TY P I C A L HEADER S_M R P I N G - /Nro Fl-cr. ANo /z" NOOK /Nro SLk z - 2K:t SYP M4S (ANr• '• ` o 7/6 OSN, �HGATNIMGr _ TYP/C_ 4L 1N I L 54-C T/ FLOOIZ- LEVEL S1 WAPPING, "Mco TPP { a,21l0.G. I ,clti 46.� 3 /a4. Z"a I/$A' WAS 1419 4-11 2X4 Pr $111. GKG-la/Io VVWM i A.r st .ArsoQ nn,s� 24o,c, JrXp Ja/wr � ,,L5EA(Cv �'+�•51 � �q"'o.C. CLIP, STUDS TOP AND 8&4 C1pveLL Q 48"0,�. BOTTOM W/ TF'P4's r .,Aft eoL 1/6r WASH) IL ® 32" O.C. SE+Aco TPP4 Q 5-Z O.C. — 17-// — /// _ // ' /�/ _ _ 1><4 Pr s, E �t o� $,1. SEAL. NC, WEDGE ANCHORS 32" O.C. I W q VFar 4e 40 o,C- AAJO r • " AT- A�.� Ca/INF,� "-'/1z„ I (a><(a.- ID/Io wwM oz F,isAa.N�GSN q (gENn rnrro -S�+"16 A^0 4" CONCRETE SLAB W/ 6- Hxx INTO 6, '� - .� FIBER6x6,10X1D WWM OR F7 " � _ r t=18ERMESH REINF. Tit GAA /=///= /=// °° / � 9 _ _ ad 'I �1/ `"`�_ • • 1 •• � til �11 r r � •[ - _ �. •. /// ` : •� 6 MIL VAPOR BARRIER OVER (2) #15 _ o �//�/�� • _I �'� Wk�4 cc�MYM p.4 a FIc4 /�j� TH A'ED & COMPACTED FILL s CONT. ry .i s1 $S [oNr 1 MSN. 2.5 4 "P At �- S70Eb USE 3- I , '► t rU,#C SToy THICKENED .••, , � TYPICALDO-rAIL S FOIL ICC% lo I �IF 2 s-roR, �`/, •4, qtr``` rv'•- 7-yP/ CAL No ,-, X1,2 Jeffrey K. Hulsberg, P.E. • 7 3015 Hartley Road, Suite $0 �.'•, Jacksonville Fl 23357 O / 7-14 / Iia / lJ,ii;-rA rc • Scale: AS r6j! ate: 1 F�'Cf' Revision No. Drawn B General Nates and Specifications: General Notes and Spocifications for Section 3 Tables: 1.The q ztr cis eM are dasiynad to be murkw to bbd*and wood trema atucbures of adequate The design loads for Section 3 Frame Members for Screen I true Rooms;GI}aa Rooms are in INTERIOR BEAM structural capacity.The confrww I home owner shat verify that the twit strucWn is In good cwdif cin =nplianlas with the FLORIDA BUILDING CODE;Mean Rad Height Cr-30;Roof Slops Q4,-M Importanw TABLE 3.1.4 OR 3.15 HOST STRUCTURE OR Factor+0.77:Expoaws'g'Pressure Is k1 WSF FOURTH WALL FRAME 1+, and of wffidant strargOl m hold the proposed addition. ALUMINUM ROOF SYSTEM 2.11 piers is a question about the host structure.the owner(at his owe expense)shag like an architeM Daslgn Loads for Frame Msmhws of Screen I VI i Glass Rooms PE41 SECTION 7 engineer.or a certified home inspection wmparri to verify had structure impaeRy. Speen r Roonw I (deet I Rod F. r r„ao.d bK10.ed PANS OR PANELS 3.The structures deai"d wing this section chap be Nmited to a maximum projecilm d f 6'from its host v Resta we" Rama wear nosh p. - strumm Freestanding xtrucUr es areal be Nn ited to the maximum span{and size limits of Component Nor 2 Nor a Nor 4 1 Hom 4 Nom{ Hoo a H 000, PwbL Larger than pose lknitt shalt hew ilia spmft engk*wt,p. 100 M.P.H +101.14 10 +201.20 +17 +20/_1 a 1 +201-27 110M.P.H 0101.19 12 +201.34 +20 +2OI-19 +2DI V 4.The bilowing rules appy to wadunenta inwWhq mobile and manufactured hmres: 12p M.P.H ,101.23 1a +201.20 424 4201.23 4201-3a CARRIER BF-AM POST COPY 173 MAN +101-24 14A 4201-W.5 +253 +301.242 +2e 1-al v a.Structures to be pWcad ad)econt b a mob1M I manufedured hwd bug prior W 1994 eftaA JJL I w Mr.H +101-27 1e ,2o r u +2a 420f.27 *20143 wall construction•or htu�p provide dafeled piers Of If 1a rtlDb6a I manutactxad(1or11a and Inspection 54p MF.H +la r J1 1{ +30(a0 +33 +301-n +201.51 V . repot glory with addltion piers kx alts specific r9vlew urd seal by p,r wgklaer.This applies m aN 13p M P.H 21 1 +301451 +34 -301,W 4201-110 J scrWA I glass rooms and 1 or structures to be attached pranclosedL b."Fourth wall aonstrucdan"wows its addfdan ahe6 be free sterldkq WM only f fr rod Baddn2 of to Ovarhw'q load. two units beteg atiadred.TM mad conanon"hwrth wap arltsnuction'Is a post&beam two sdj*Qwt Nota 1: Framtlg systems at wean.*rye,and glass rooms we a7nstdarad b be mAin trams masts ncs to pre mabAe I rnatwfaciwsd home.TM same span tables an be used as for the trout wal beam For co npumits.Wind Wads am rested as minus bade far rare and plus loads for walls.To convert above wind TYPICAL SLOPED SOLID ROOF ENCLOSURE FILE ( OPY fourth wall beam use the canter beam table.The poet areal be shad ar aordkV 10 this maraud mWor as Weds to'C'Exposure Wads mutt iply by 1.4. a minimum be a r x 3•x 0.050"with an 11"x Z's 0.044"knee bran at each and of the balm O dw Note 2: Per table 2002.4. SCALE. N.T.S. posts are sat In eormnats footings(par table 2.4)the luras braces may be sikrinatad.For artier beams Note 3: Per taWe 2002-4. for saran roam,one table 11.3. Nob 4: Per paragraph 1006.1.4.1 use ASCE 7.98 Table 6-2. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR � J M For nwble I mareAscliared homes built after 1294.structRas may be atladlad.provkIed ftprojed Nob S: Per table IW62A PER SECTION 7 FOURTH WALL FRAME 2 Q LU v fopawa the plan pravklad m ode manual The contractor I owner areal provide verification pmt the Conversion Table 3A Wlnd Zona Comrersions for Sween I Vinyl Rooms 0 p Q kilstrlowlral system d pia Hast atruciwu l.adequate for the addition al be ani"ver Frons 126 VM wind Zeus to otrwe RIDGE BEAM(SEE TABLE 11.6 USE BEAM TO WALE.DETAIL O Z O P Endv.e Roxder14 Encrrq wtut FOR SCREEN ROOMS OR Q' Q V d.Any atiadlnxnt that wasrds more Than I from a mobile I rrunufactured home ural shell rsquks ass Sari TABLE 3.1.7 FOR GLASS Vr ,Ipppr,l,,, ^ (d) a(b) D.n.cilen tWdM6 COPY ROOM$) g z Z apardfk arylneadrq. MP1r PL 04 100 1s 1.13 1201.12 1.18 FILE 0 Q S.Sadiatl 7 contains span tabks and the aRmdunard details tot pars and aprrlpc 90 Perris. 126 n 1.00 Lao1.00 1AE Sawn waft between existing walls,A7ars,and cense aful be allowed and spans stmt be figured t1e123 las 0.911 amoar A P P R Q`✓; ] LU140 314091 O.aiOpt its ITY.Or All-r1 cn m O W same w odic screen woos. Ira 3s o.lua aaa 21 can B!j i L D I id G C):;�i C E a� � Q 1- T.When using TEK straws In Neu d S.M.S,kxgar scrims must be used to compensated tar drill head. � s126�ww 38 to zww Cormralanu Spans fur GWa Room4 06 UU p Q 0 S 9 the mob0e/marmdscbured turns rimmutact rr owtdias in wrltky pet Gua mohb home may be attached ID ( ] Eix LU to.Own■'fourth wWr b NOT rsquted ErKnae.d Re ohr24 Encfo..d w.rr EncMl.ed noon _ (LI E�+ 1 iJ L G J!f g I=` O cV p 2YPwd DdWdW atndn0 awAn6 Aprad Lod Deft9dw awlano 1< 0 4 0Fan high velocity Wes ane zona{pr mkdnwm fin load/applied load shat be 30 PSF. ustxlr Fc R (D LL ,00 20 1,12 LA1.12 Cie 20 1AW AT r- N 1D.Tia trxrttirg d e>oslirg screen roam was b receive windows or said atuaaOdry sttonAd be aCCDrtlpkatMd 10 120 1A0 t.mtA0 100 b talo 1000 'BYEU� N1Wwith q1e debits cl alis chaotic 123 ]o b D.a o.etrm Darr 25s 0.67 0.wt t.Ail apociTied anctlare ire basad an eu1 srmiored buuiklhlg wig+a til'projecticxl and e 2 over Hang Lot up tic■ ,4e 3a 0.01 oei0-e0 O2s 32 D.Oo 0.06 TYPICAL GABLE SOLID ROOF ENCLOSURE W wind vriodly d 120 MPH. 100 46 Ras 0.80 3e Des 0.79 30 OAS o.a0 12.Spans may be interpolated between values but not extrapolated cuhide values. Convemlon Table 31C Wind Zons Comrerelona for Canvrsion Multipliers SCALE N.T.S. Z Z I-- Over HangI Maximum Cardllevar From Etposute Category'S'to'C' LU LU From lag VM wed Zone 10 Gloms Any wkd ewe SELECT EDGE BEAM FROM EAckwW Roere awwtr,6 _ _. .-.._. ¢ LIL O TABLE 3.1.1.3.1.2,3.1.3 AND 1 wtrld Zai+^POW Deeedtanl ardti Y R � C I '� i- N 1W FOR OR 11.4 ! R 020 o.es CITY OF ATLAN!'1 ' MAX loo z7 1.12 1.16 'v,.. UPRIGHT / 120 36 1.00 1.00 LENGTH 1•xr 123 42.1 ow 0.05 MIN,3-1/2"SLAB ON GFIADE so 02 o:� ®EC 14 2004 V ES OR RAISED FOOTING Q. (FOR Nob: For'C exi7oawes In 110.120 and 130 MPH wind zcxlos mulipy spam tram rwpodive tables by 0 res LAOM w TYPICAL GLASS ROW WITH SOLID ROOF pAOE 121.22,23)FOOTINGS SEE DETAILS far deflection(d)or 0.65 for bwx*V(b) 2 �� Cop y TYPICAI.FRONT VIEW FRXMING1 jl� TOP a 1• g li IL E COPY (H HT 10UPRIGHT IS MEASURED LEAB �Y: (���;; � x r PLATE To BOTTOM OF B SELECT BEAM FROM TABLES ~ LWLOAD WIDTH 3.12d3tS FOR ROOF B ALTERNATE LONNt:CT1ON Uj 06 - - 6 - ®FASCIA ALLOWED SIZE BEAM AND UPRIGHTS �� (SEE SECTION 7 FOR DETAILS) BEAM SPAN _ KNEE BRACE(SFE TABLE 3.3) Oita X PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF U LL (SFJ:TABLES) u� USE W/2 HIGHWAY SAFETY L MOTOR VEHICLES DIVISION OF MOTOR >~ w OkL a FOR BEAM SITE) VEHICLES RULE 1SC-Z THE SPAN TABLES.CONNECTION L SOLID ROOF / IE: aD SEE TABLE 3.1.2 FOR SCREEN POST SIZE(SEE TABLE 3.3) DETAILS.ANCHORING AND OTHER SPECIFICATIONS AREFILE COPY ROOMS AND 3.1.5 FOR GLASS DESIGNED TO BE MARRIED TO CONVENTIONALLYNO MAXIMUM �J (ELEVATION SLAB OR GRADE) ROOMS AFTER COMPUTING CONSTRUCTED HOMES AND/OR MANUFACTURED HOMES AND J P a PROJECTION FROM BLDG. "A'LARGEST VALUE MOBILE HOMES CONSTRUCTED AFTER 12&1. VES VARIF LW a LOAD WIDTH THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE NOTES: ----IF VARIES------.F TYPICAL SECTION`FOURTH"WALL FOR ADDITIONS BASED ON THE LOAD REQUIREMENTS FOR THE nORIDA IANCHOR 1'x Z'OPEN BACK EXTRUSION VW 114-z 2-1/4-CONCRETE FASTENER MAX OF Z-V O.C. ADJACENT TOAMOBILE/MANUFACTUREDHOME SCUthan X,.irePTdUM,IX0- BUILDING CODE 2001 EDITION. AND W/IN S'EACH SIDE OF UPRIGHT ANCHOR 1-x r TO WOW WALL W/#10 x 2-1/Y S.M.S.WI SCALE 1/8'-V-V WASHERS OR$10 x 211r WASHER HEADED SCREW Z-V O.C,ANCHOR BEAM AND COLUMN -je"i i vi T�?01w INTERNALLY OR W/ANCHOR CUPS AND(2)90 SCREWS W/WASHERS M EACH POINT OF CONNECTION. care�rRI3 /t r, 2-SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2+O.H. Extrusion SWrig Table: �S 21(03 3-SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL E£T uvrfahl$46 MAIL 040M Sus Knee Brow BEAMS FROM TABLE 3.1.5 USING Pfl - JOB NAME: r=rx0.03r r><r rxzzo.mr t 4ANCHORS BASED ON 120 MPH WIND VELOC".FOR HIGHER WIND ZONES USE THE FOLLOWING P?O.Box 044'i CONVERSION: r x r=0-Der rZr r■3'x o.a>w 3 r'M ADDRESS: m-1zo 130 140 $12 s+0[5(}i lvtil�r �. ?.�74i • rxrxD.a4o• r=rs.M.a r=rxDaSp- t1s IF10 1112 612 r:rxD.Der r=r&A.S. r=rxO.aso TYPICAL SCREEN I GLASS ROOM r=r=0-125 rxrS.M.a- rxrxo-ser SCALE. lir■1'-0• DRAWING FOR ONE PERMIT ONLY 20D1 OF 10 COIL FLASHING COIL FLASHING " � vet YT Wke 1.1/2•x#e S.M.S.A7 EACH 1C!"z N8 S.M.S.A7 EACH RISER RISER P150 OM4.3 ALUMINUM ROOF PAN OR SEE ROOF PANED.TO BEAM --- ^ ^ DETAIL(SECTION T) f -" COMPOSITE ROOF PANELS SEE ROOF PANEL TO BEAM ALUMINUM ROOF PAN DR �'"�L$QI'� {ter F! DETAIL(SECTION T) COMPOSITE ROOF PANELS BEAM SPAN(SEE TABLES 3.12 TTHRLI-BOLTS(f".)(SEE904- 86.0241 >s FOR SCREEN ROOMS 6 3.1.5 TABLE 3.3) SOFFREMOVE VINYL SIDING AND THE WILL AND FOR GLASS ROOMS) - BEAM SPAN(SEE TABLES 3.11 INSTALL SIMPSON CS-16 COIL THRU-BOLTS RV.)(SEE VARIES FOR SCREEN ROOMS&3.1.5 STRAP OR EQUAL FROM B FOR GLASS ROOMS) TRUSS I RAFTER TO BOTTOM TABLE 3.3) - it MAX. OF DOUBLE TOP PLATE JOIST POST(SIZE PER TABLE 3.3) G EACH TRUSS/RAFTER. THE FLOOR,WALL,AND ROOF SYSTEM ARE THAT OF MOBILE /MANUFACTURED HOME r x 0.026'RECEIVING IN. O O O O CHANNEL OR r x r x 0.0601' GUSSET w/r x V x.DSV ALUM. ANGLES AT EACH END OF ® 2 x BEAM ® PLATE AND(1)810 x 3/4-TECK O O O[O ® O NAIL STRAP W/16d COMMON DIAGONAL(SEE TABLE 3.3 FOR SIZE SAME AS SCREW 1"O.C.EA.WAY AND D 01,O O O ®TRUSS RAFTER AND 01 DIAGRAM AND SCREW SIZES 11r IN FROM EDGES BOTH PERIMETER JOIST,SCREW LD J O Ole O O O COIL STRAP TO SHEATHING W/ ® USED ABOVE ® SIDES(SEE NOTES BELOW) a LLI N8 x 1•DECK SCREWS m 10• 0 � a IF RECEIVING CHANNEL USE ® O Ole O O O.C.VERTICALLY.REPLACE 0 Z 0 (2)ROWS OF SCREWS INTO ® O O '� M O O O • ® VINYL,SIDING. cr a V POST OR BEAM + AUGER ANCHOR INSTALL NEW orP R6RULE g Z z FOR POST SIZE SEE TABLES t POST(SIZE PER TABLE 3.3) PROVIDE NEW 4•,Ir OR 1SC ILII EACH NEW PIER 0 ❑ 321 FOR SCREEN ROOMS C B'x N CMU PIER AND SOLID INSTALL Vr CARRIAGE BOLT AND 321 FOR GLASS ROOMS `D` FOUNDATION BLOCK S� THRU PFAMETER JOIST AND 0 LU 5 ROOMS MAX D.C.ALONG STRAP TO NEW AUGER ❑ z Fa- OR CO 3NVFOR ERTED OEGLASS OR GY O SEE PAST TO BASE DETAILS ATTACHMENT WALL ANCHOR Q ENCLOSED ROOMSui J O (J) LY 0 E L NOTES: z FOR 0.0W WALL POST,USE GUSSET rd Ir x 6"x 0.0W ALUMINIUM PLATE LuSEE POST TO BASE FOR MOW WALL POST,USE GUSSET W d•x it x O.DW ALUMINIUM PLATE. TYPICAL WALL SECTION FOR ATTACHMENT TO g U 0 v � CONNECTION DETAILS FOR 0.125•WALL POST,USE GUSSET vd 6"x 12'x 0.12V ALUMINIUM PLATE. MOBILE/MANUFACTURED NOME 0 ' N U LONG OVERHANG DETAIL SHORT OVERHANG-DETAIL SCALE: IW■1'0 Z coN Lu SCALE: r•1*4r SCALA: r s fur IN x 2-11Z S.MS.a 6•FROM � � Lu Na x 1-11r S.M.S.42 W FROM ENDS.TOP OR BOTTOM AND Z Z ENDS,TOP OR BOTTOM AND 9 IV D.C.OR PILOT HOLE W/ iii _ SOLID COVER VARIES a 16•D.C. CAP AND(1)Na x 1rr S.M.S. w m � EDGE BEAM :Ly WTERRNAL 6"FROM ENDS,TOP Ix J 0 (SEE TABLE 3.12 OR&1.4) OR BOTTOM AND 1a"O.C. L) a WINDOW HEADER(SEE TABLE �{ 2.OV 3.1.3 OR 3.1.4) I MAXIMUM WIDTH■ VARIES 2.OD• 12.00• REMOVE VINYL SIDING AND CI-INR RAIL(SEE TABLE 3.1.3 EWE BEAM SPAN O.Dw w 2.0cr x 1.00- I- „� OR 3.1.4) 0.0{4'- SOFFR ON THE WALL AND SHEETING;MINIMUM ONE SIDE IZ g INSTALL SIMPSON CS-1 S COIL 0.040'ALUMINUM OR 112'COX O.D44•- 1.00" 0.044• A+ STRAP OR EQUAL FROM EACH R I1Z OX ��kkk Ci TRUSS I RAFTER TO KNEE WALL STUDSADDITKMAL STUDS MAY BE I"X 2"X 0.044" 2"X 2"X 0.044" �"x 2"X 0.040" x ti ADDED Tp ADJUST CHAIR RAA. VARIES OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION C ^� TO MAX SPIN WITH 2"x 2"x 0.0 " WITH 2"X 2"X OA44" WITH 2"X 2"X 0544" m MINIMUM SLAB(SEE DETAIL) �` 44PATIO SECTION PATIO SECTION PATIO SECTION 1L w THE FLOOR WALL,AND ROOF O NAIL STRAP W1 I 5 COMMON SYSTEM ARE THAT OF MOBILE TYPICAL ELEVATION GLASS ROOM WALL EXTRUSIONS AND FASTENING DETAILS +y @ TRUSS RAFTER AND 1 MANUFACTURED HOME SOLID COVER SCALE: r■1'-0• SCALE 114'"1*-4r L) Ii PERIMETER JOIST,SCREW HEADER COIL STRAP TO SHEATHING rY/ WINDOW HANGLE(1)SIDE OR BUND %F- OB DGE BEAM 8B x 1•DECK SCREWS®16• (SEE TABLE 3.1.3 DR 3.1.4) D.C.VERTICALLY.REPLACE VINYL SIDING. KNEE WALL W1 2 x 4 P.T P. SCREW VARIES � Q BOTTOM PLATE,STUDS 8 (SEE WINDOW HEADER MAXIMUM WIDTH+ VARIES TABLE 31.3 OR 51.4) EDGE BEAM SPAN J DOUBLE TOP PLATE=NAIL PER WINDOW ADDITION ANCHOR ADD r x z•,r x r TABLE 230&1 FLORIDA W/MIN-N10 x 1•S.M.S.M r OR SNAP CAP AS RECD. BUILDING CODE.EACH STUD FROM EACH CORNER AND I I CHAIR RAIL SHALL HAVE A SIMPSON SP-1 I r O.C.MAX (SEE TABU:I IJ OR 3.1.4) OR EQUAL SHEATH WITH 11Z' MAXIMUM WIDTH= VARIES SHEETING MIN.ONE SIDE VARIESVARIES P.T.PLYWOOD NW/ ALUMINUM EXTRUSION EDGE BEAM SPAN 0.040'ALUMINUM OR 1/r GDX (SEE:TABLE) COMMON B O.C.EDGE EDGES AND PLYWOOD r 1.'BOLT a 3r D.C. 1Z O.C.FIELD OR CHAIR RAILI ADDITIONAL,STUDS MAY BE STRUCTURAL GRADE ADDED TO ADJUST CFIAIR RAIL THERMAL PLY FASTENED PER _ TO MAX SPAN a A THE MANUFACTURERS 1"z r,ADD 1"x I'TUBING OR VARIES V TYPE III FOOTING �� SPECIFICATIONS.STRAP KICK PLATE VARIES 1•x r TO MATCH'TUBILD NG IF HE ET SIMPSON COIL STRAP OVER REQO SHEATHING MAO AB(SEE DETAIL) TYPICAL ELEVATION GLASS ROOM WALL TYPICAL SCREEN ROOM CONVERTED To GLASS ROOM WALL ELEVATION ALTERNATE WALL_SECTION FOR ATTACHMENT TO SCALE u4•=Nr NOTE SCALE IW"1'-W 2 MOBILE/MANUFACTURED HOME NOTE FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE V x r x O.D44•MATED W/r x 2x FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1"x r x 0.0MATED W/r x r z EXISTING SCALE: u4=1'a• EXISTING OR r x r o.044"MATED o.0MATED wrm r x r x EXISTING OR r x r x O.D44•MATED WITH r x r x EXISTING 44• o1= 1