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358 PLAZA - PERMIT RES18-0164 (2)
..-.-...o..v ----�'a"---� JOB: 509918A JEWELL HOMES LOC: 358 PLAZA o PLAN:SEABREEZE DESIGNER: RICHARD TINGLEY CJ44(� PITCH: VARIES OVERHANG: 16" FLOOR SYTEM: 24" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED EJ38 ALL TRUSS PLATES ARE ALPINE PLATES w ALPINE WAVE PLATE APPROVAL # 1999.3 w ALPINE HS PLATE APPROVAL # 1999.2 N ENGINEER OF RECORD N MURRAY ENGINEERING BRYAN MURRAY 157 HAMPTON POINT DR SUITE 3 I ST. AUGUSTINE, FL 32092 904-342-8751 I I 24" OC LICENSE NUMBER: 64010 ;�8 I I I 1'4" ENGINEER OF RECORD TO REVIEW 24" OC ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNSAND CAPS WHERE NECESSARY TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR I REPAIRS RESULTING FROM A TRUSS OR 1.8.. BEAM BEING INADEQUATELY SUPPORTED HANGERS ON JOB AREAS FOLLOWS N I UNLESS NOTED OTHERWISE I F22 APPLICATION PART # APPROVAL # 24" OC 1 -PLY TRUSS HTU26 FL10655.8 F21 m FLOOR TRUSS THA426 FL10447.6 _7, FLOOR TRUSS HU48 FL10655.14 2 -PLY TRUSS HGUS282 FL10655.1 F20 I I I I i za oc 10-1-2 WALL HEIGHT F19 OC U I Ct � N N 1 JOB: 5099188 JEWELL HOMES LOC: 358 PLAZA PLAN: SEABREEZE DESIGNER: RICHARD TINGLEY PITCH: 7/12 OVERHANG: 16" FLOOR SYTEM: 24" SYS42 WIND CODE: 130 MPH EXPOSURE C CLOSED ALL TRUSS PLATES ARE ALPINE PLATES ALPINE WAVE PLATE APPROVAL # 1999.3 ALPINE HS PLATE APPROVAL # 1999.2 ENGINEER OF RECORD MURRAY ENGINEERING BRYAN MURRAY 157 HAMPTON POINT DR SUITE 3 ST. AUGUSTINE, FL 32092 904-342-8751 LICENSE NUMBER: 64010 ENGINEER OF RECORD TO REVIEW ALL BEAM AND TRUSS ENGINEERING AND SIZE FOOTERS, HEADERS, COLUMNS AND CAPS WHERE NECESSARY. TRUSS FABRICATOR WILL NOT BE RESPONSIBLE FOR REPAIRS RESULTING FROM A TRUSS OR BEAM BEING INADEQUATELY SUPPORTED. HANGERS ON JOB AREAS FOLLOWS UNLESS NOTED OTHERWISE APPLICATION PART # APPROVAL # 1 -PLY TRUSS HTU26 FL10655.8 G4tVc�R/�� � E OE jojtUSPPOdE� C y°A DRAwt�� d z T E w R U V 2 o _ Er_ v d 2 t @ r �QM- zL�o - _ uj w„ Vis. o d�Los� GENERAL: WOOD: TRUSSES: 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED/ 2x SOLID MATERIAL. 5. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: A. THIS DOCUMENT, ALONG WITH ASSOCIATED DOCUMENTS, IS AN INSTRUMENT OF A. ALL SOLID SAWN (SS) FRAMING LUMBER TO BE AS FOLLOWS: A. ALL TRUSS ENGINEERING TO BE DESIGNED AND APPROVED BY DELEGATED TRUSS ENGINEER ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ENGINEER's SERVICE FOR THE EXCLUSIVE USE AT THE PROJECT TITLED HEREIN. 1. RAFTERS/JOISTS - #2 SYP K. LICENSED TO PERFORM ENGINEERING IN THE STATE OF FLORIDA. - - ........................ ----.........................._....................--._ ___---- L4x3x1/4 INFORMATION DERIVED FROM THIS DOCUMENT, AND/OR ASSOCIATED DOCUMENTS, 2. WALL PLATES - #2 SYP, U.N.O. B. ALL ROOF/FLOOR TRUSS ENGINEERING TO MATCH LAYOUT(S) SHOWN ON THE FRAMING PLAN(S). d. 23/32" ------ ,719" THICKNESS - 48/24 SPAN RATING MAY NOT BE USED FOR OTHER WORK(S) OR PROJECT(S) WITHOUT THE EXPRESS 3. WALL HEADERS - #2 SYP D. ANY VARIATIONS FOUND SHOULD BE REPORTED TO THIS OFFICE PRIOR TO COMMENCING ... -.--__..-. ......_ ---- ...--- L x -1 2x5 16 63 WRITTEN PERMISSION OF THE PROJECT ENGINEER IDENTIFIED BELOW. 4. WALL STUDS - #2 SPF, U.N.O. ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: FOUNDATION POUR OR FRAMING. B. DESIGN IS VOID TWELVE MONTHS AFTER DATE OF ORIGINAL ISSUE. B. ALL ENGINEERED WOOD PRODUCTS (EWP) TO BE AS FOLLOWS: C. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE WIND SPEED / EXPOSURE DESIGNATED IN C. DESIGN IS BASED ON SECTIONS 1603-1610 OF THE FLORIDA BUILDING 1. ALL STRUCTURAL COMPOSITE LUMBER (SCL) SPECIFIED BY THIS OFFICE TO BE AS CONTINUOUS LATERAL BRACING I INDIVIDUAL WEB BRACING THE "WIND DESIGN CRITERIA" SHOWN ON THIS SHEET. 2. 2x6 POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. CODE -BUILDING AND SECTION R301 OF THE FLORIDA BUILDING CODE -RESIDENTIAL. FOLLOWS: D. ALL TRUSSES TO BE DESIGNED TO MEET OR EXCEED THE LOADINGS SPECIFIED IN THE "TRUSS FOUNDATION: THE ENGINEER OF RECORD ACCEPTS NO RESPONSIBILITY FOR THE PROJECTS a. BEAMS b. COLUMNS - ------------------ --- - ---------._..--- .--------- - - -- CMU I CONCRETE MASONRY UNIT MEMBER DESIGN CRITERIA" SHOWN ON THIS SHEET. E. COMPLIANCE WITH PORTIONS OF THE FLORIDA BUILDING CODE NOT SPECIFICALLY - LSL - 1.55E - LSL - 1.3E E. ALL RIDGE, HIP RIDGE, AND HIP BLOCKING ("DOLLAR EATERS") TO BE 2x4 #2 SYP @ MAX. 24" o/c w/ ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 IDENTIFIED. CODE REQUIREMENTS FOR FIRE (FIRE SEPARATION BETWEEN - LVL - 2.0E - LVL - 1.8E DSW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES (3) .131x3" TOENAILS/END. - ____ E.O.R. ENGINEER OF RECORD DWELLINGS, SPRINKLERS, ALARMS, EGRESS, ETC.) ARE TO BE SPECIFIED BY OTHERS. - PSL - 2.0E - PSL - 1.8E/2.OE (PER PLAN) F. REFER TO TRUSS ENGINEERING OR TRUSS LAYOUT FOR ALL TRUSS TO TRUSS, BEAM, OR LEDGER D. DO NOT SCALE. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF 2. ALL BEAMS PROVIDED BY OTHERS (e.g. DESIGNED IN CONJUNCTION WITH A FLOOR --------- -.-_____- ___. - FDD FOUNDATION DETAIL SHEET CONNECTIONS. IF NO CONNECTION IS SPECIFIED, CONTACT THIS OFFICE IMMEDIATELY. G. DISCREPANCIES ARE FOUND BETWEEN PLANS, NOTIFY THIS OFFICE IMMEDIATELY. TRUSS SYSTEM) TO BE PER BEAM LIST ON FRAMING PLAN ACCORDING TO BEAM G. REFER TO TRUSS ENGINEERING FOR ALL PLY TO PLY CONNECTIONS. E. THESE DRAWINGS CONTAIN SPECIFIC INFORMATION INCLUDING, BUT NOT LIMITED CALCULATIONS PROVIDED BY OTHERS. REFER TO BEAM CALCULATIONS FOR H. TRUSS UPLIFTS REPORTED BY THE TRUSS DESIGN SOFTWARE SHOULD BE DISREGARDED. UPLIFTS -----___ ------ --------__-------- LL LIVE LOAD- --- - - - - TO, ARCHITECTURAL ELEMENTS, DIMENSIONS AND LOCATIONS PROVIDED BY INFORMATION IDENTIFYING THE SCL MANUFACTURER, SIZE AND MATERIAL TO BE FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC HAVE BEEN CALCULATED BY THIS OFFICE AND ALL CONNECTIONS SPECIFIED ON THESE PLANS BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN OTHERS. THIS OFFICE IS NOT RESPONSIBLE FOR THE ACCURACY OF INFORMATION USED. IT IS IMPORTANT THAT THE BEAM INSTALLED MATCHES THE SIZE, 058 ' SHEAR WALL HOLD DOWN - SEE TD PAGES SHOULD BE FOLLOWED. I. PROVIDED BY OR DERIVED FROM OTHER SOURCES. MATERIAL, AND MATERIAL MANUFACTURER SHOWN ON THE BEAM CALCULATION. I. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND F. CERTAIN COMPONENTS DISPLAYED IN THESE DOCUMENTS HAVE BEEN PREPARED BY SUBSTITUTING ANOTHER MANUFACTURERS MATERIAL, EVEN WITH MATCHING PSI POUNDS PER SQUARE INCH BRACING. REFER TO BCSI 1-03 PUBLISHED BY TPI AND WTCA PRIOR TO PERFORMING THESE B. COMPONENT MANUFACTURERS HAVING PROVED COMPLIANCE EITHER THROUGH PROPERTIES, IS NOT ALLOWED WITHOUT WRITTEN NOTICE FROM THIS OFFICE. RESISTANCE: FUNCTIONS. BEARING CAPACITY OF 2000 psf, ACTIVETIVE EFP = 30pcf(LEVEL BACK SLOPE).PE). NOTIFY THE FLORIDA PRODUCT APPROVAL SYSTEM OR APPROVAL BY A DELEGATE ENGINEER 3. ALL I -JOISTS TO BE PERFORMANCE RATED I -JOIST (PRI) 40, U.N.O. J. TOP CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH ROOF SHEATHING PER SCHEDULE (SEE FR ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN LICENSED IN THE STATE OF FLORIDA AND ARE NOT THE RESPONSIBILITY OF THE 4. ALL EWP TO BE INSTALLED PER MANUFACTURER's SPECIFICATIONS AND SHEETS) OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE TOP C. ENGINEER OF RECORD, IN ADDITION, COMPONENTS NOT SPECIFICALLY SPECIFIED IN INSTRUCTIONS. AWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH CHORD OF THE TRUSS ENGINEERING BENEATH PIGGYBACK TRUSSES, VALLEY TRUSSES, OR VALLEY AND SLABS SHALL BE 2500 psi @ 28 DAYS. THESE DOCUMENTS ARE NOT THE RESPONSIBILITY OF THE ENGINEER OF RECORD. C. ALL SHEATHING TO BE AS FOLLOWS: D. OVERFRAMING PER DETAIL F/FRD ABOVE. ATTACH PURLINS TO EACH INTERSECTING TOP CHORD B. REQUIRED COMPONENTS BELIEVED TO BE STRUCTURAL IN NATURE SHOULD BE 1. SHEATHING SPECIFIED IS THE MINIMUM THICKNESS REQUIRED TO SUPPORT ALL BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE w/ M.1310" NAILS. EXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE BROUGHT TO THE ATTENTION OF THIS OFFICE OR BE PREPARED/REVIEWED BY A DESIGN LOADS WITHIN CODE LIMITATIONS. ARCHITECTURAL SPECIFICATIONS, K. BOTTOM CHORD OF ALL ROOF TRUSSES TO BE BRACED WITH PROPERLY APPLIED DRYWALL CEILING -- PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. INCLUDING PRODUCT MANUFACTURER REQUIREMENTS OR A DESIRED HIGHER USE CATEGORY UC3A. OR 2x4 #3 SPF PURLINS SPACED ACCORDING TO THE MAXIMUM SPACING ON THE BOTTOM CHORD G. ALL DETAILS SHALL BE IN ACCORDANCE WITH INSTRUCTIONS FROM MANUFACTURER PERFORMANCE REQUIREMENT MAY REQUIRE SHEATHING THICKER THAN THAT (8) 8d COMMON x 1-1/2" TOTAL OF THE TRUSS ENGINEERING. ATTACH PURLINS TO EACH INTERSECTING BOTTOM CHORD w/ (2) MP4F OR DESIGNER. SPECIFIED ON THESE PLANS. FOLLOW THE MOST STRINGENT SHEATHING COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY .131x3" NAILS. SEE DETAIL C/FRD FOR BRACING OF BOTTOM CHORDS AT PORCHES. H. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE THICKNESS REQUIREMENT. IF ROOF SHEATHING THICKNESS REQUIRED EXCEEDS L. PERMANENT TRUSS BRACING: WEB BRACING QUANTITY AND LOCATION TO BE INSTALLED AT PRIOR TO COMMENCING WORK. 15/32", USE 10d RING -SHANK NAILS. GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR LOCATIONS SHOWN ON THE TRUSS ENGINEERING. FOR MULTIPLE, IN-LINE WEBS REQUIRING I. THESE DOCUMENTS, AS INSTRUMENTS OF SERVICE, ARE THE PROPERTY OF THE 2. ALL SHEATHING TO BE APA OR TECO RATED. BRACING, REFER TO OPTION 1 BELOW. FOR INDIVIDUAL TRUSS WEBS, L OR T BRACE PER OPTION 2 ENGINEER OF RECORD AND MAY NOT BE USED OR REPRODUCED WITHOUT 3. ALL ROOF/FLOOR SHEATHING TO BE ORIENTED PERPENDICULAR TO SUPPORTS. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A BELOW. REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. EXPRESSED WRITTEN CONSENT OF THE ENGINEER OF RECORD. DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA J. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE ONE STORY 4. ALL WALL SHEATHING PANEL EDGES TO BE BLOCKED/ 2x SOLID MATERIAL. 5. NOMINAL PANEL THICKNESS SPECIFIED ON PLAN TO BE AS FOLLOWS: SIZE OF STEEL ANGLE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ABOVE a. 7/16" ------ :437" THICKNESS - 24/16 SPAN RATING ABOVE ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. .. ....... 6'-0" b. 15/32" ------ .469" THICKNESS - 32/16 SPAN RATING K. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE - - ........................ ----.........................._....................--._ ___---- L4x3x1/4 c. 19/32" ------ .594" THICKNESS - 40/20 SPAN RATING ---------- -------------------------------------------------- 6'-0" AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT 4'-6" d. 23/32" ------ ,719" THICKNESS - 48/24 SPAN RATING L. PARTS DURING ERECTION. TEMPORARY BRACING: CONTRACTORS SHALL BE RESPONSIBLE FOR ALL TEMPORARY D. ATTACH ALL STUD COLUMNS, JACK ASSEMBLIES, KING ASSEMBLIES, CORNER POSTS, ... -.--__..-. ......_ ---- ...--- L x -1 2x5 16 63 BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE ------------ ,,, 9-6 ETC. INCLUDING MULTI -PLY STUD MEMBERS AS FOLLOWS: ---------------- - �„ 7 -0 AND PLUMB UNTIL THE ENTIRE STRUCTURE IS IN PLACE. BRACING SHOWN ON THE 20'-0" 1. 2x4 POST - (1) ROW OF 10d NAILS @ 6" o/c STAGGERED WITHIN 3/4" OF -- -- STRUCTURAL DRAWINGS IS FOR THE COMPLETED STRUCTURE ONLY. NOTES: CENTERLINE OF POST. LUGT3 CONTINUOUS LATERAL BRACING I INDIVIDUAL WEB BRACING a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". 2. 2x6 POST - (1) ROW OF 10d NAILS @ 4" o/c STAGGERED 1-1/2" OFF STUD EDGE. b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION. BM I BEAM c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN. 3. 2x8 POST - (1) ROW OF 10d NAILS @ 8" o/c ALONG CENTERLINE AND (2) FOUNDATION: -------------........ CEILING ADDITIONAL ROWS @ 8" o/c 1-5/8" OFF STUD EDGE. - ------------------ --- - ---------._..--- .--------- - - -- CMU I CONCRETE MASONRY UNIT ------------------ RS300 E. FASTEN WALL SHEATHING TO EACH WALL STUD/POST w/ MIN 8d NAILS @ 12" o/c OR A. THIS DESIGN HAS BEEN COMPLETED IN ACCORDANCE WITH PERTINENT STANDARDS, ----- -_.... -- -- -- - . ........ .__----------_.. DL : DEAD LOAD ATTACH GYPSUM TO INTERIOR POST w/ MIN 5d NAILS @ 4" o/c. IF MORE THAN 3 ---------- ------------ -- - ----------------------------------------- DSW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES RECOMMENDED DESIGN SOIL PARAMETERS, AND ACCEPTED ENGINEERING DESIGN DSW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES PLIES ARE USED, CONNECT EACH OUTER PLY TO SHEATHING AS SPECIFIED. - ____ E.O.R. ENGINEER OF RECORD PROCEDURES AND IS BASED ON THE BEST INFORMATION AVAILABLE AT THE TIME OF F. WHERE NOT OTHERWISE SHOWN ON PLANS, ALL ATTACHMENTS SHALL BE AS --- -- -- - - __ _____ -- --- - - FBC FLORIDA BUILDING CODE COMPLETION. THE DESIGN DOES NOT ANTICIPATE DIFFERENTIAL MOVEMENT F D FOUNDATION SHEET INDICATED IN FBC TABLE 2304.9.1. --------- -.-_____- ___. - FDD FOUNDATION DETAIL SHEET RESULTING FROM SUBSURFACE CONDITIONS SUCH AS THE HEAVING OF EXPANSIVE G. ALL NAILS SHALL BE "COMMON", U.N.O. NAIL SIZES TO BE AS FOLLOWS: ------------------------------- ------ _--------------- ___ ---- FRD FRAMING DETAIL SHEET SOIL OR DECOMPOSITION OF SUBSURFACE ORGANIC MATTER. SUBSURFACE G38 SHEAR WALL HOLD DOWN - SEE TD PAGES -- a. 8d - .131"x2-1/2" c. 12d - .148"0-1/4" ____ _ -------- -- HDR HEADER EXPLORATION CONDUCTED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM ...................... ........... ._..... .------ ..... ----------- ------ -------- ------------------ --------- ----------------------------------------------------------------------------------- ------- ------- ------------------ ._-...------------------------------------------ ------- ------ ---__._-__.___.................... ._.......................... INT. ;INTERIOR ------- --- b. 10d - .148"x3" d. 16d - .162"x3-1/2" -----___ ------ --------__-------- LL LIVE LOAD- --- - - - - MAY BE USED AT THE DISCRETION OF THE BUILDING CONTRACTOR AND/OR H. FASTENERS USED FOR ROOF APPLICATIONS TO BE CORROSION RESISTANT PER FBC _ .._.._...._.-._.....-..___.__. _ -_ MIN. MINIMUM BUILDING OFFICIAL AND ALL FINDINGS REPORTED TO THIS OFFICE FOR REVIEW. IN _ .._._.. --. -.__ . - _..- . 012 SHEAR WALL HOLD DOWN - SEE �i D PAGES 1506.5 (NAILS), 1506.6 (SCREWS), AND 1506.7 (CLIPS). 058 ' SHEAR WALL HOLD DOWN - SEE TD PAGES THE ABSENCE OF A GEOTECHNICAL ENGINEERS REPORT, THE E.O.R. DOES NOT I. USE OF TETRA GRIP (.113"X2-3/8") NAILS TO FASTEN FLOOR SHEATHING IS ALLOWED -------- _ __ OPT. OPTIONAL ACCEPT LIABILITY FOR SUBSURFACE CONDITIONS WHICH MAY LEAD TO STRUCTURAL ..... - - .. _ -- - --- ._.. OSB , ORIENTED STRAND BOARD --------------------- AS NOTED BASED ON ESR -3071 DATED DECEMBER 2015. ---___ ___ -____ --------------------------_____ -------------------------- -- -- PCF POUNDS PER CUBIC FOOT OR AESTHETIC DAMAGE TO THE STRUCTURE. PSI POUNDS PER SQUARE INCH (6) 10d COMMON x 3" TO STUD B. DESIGN HAS BEEN BASED ON A NON -EXPANSIVE SOIL WITH AN ALLOWABLE SOIL CORROSION/DECAY RESISTANCE: ------------------------------------ QTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE BEARING CAPACITY OF 2000 psf, ACTIVETIVE EFP = 30pcf(LEVEL BACK SLOPE).PE). NOTIFY QTG GREEN QUICK TIE CABLE - SEE TD PAGES ANDTDD DETAIL PAGE (4) 10d COMMON x 1-1/2" TO STUD THE ENGINEER OF RECORD AND CEASE CONSTRUCTION IF ADVERSE OR OTHERWISE A. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN 3 10d COMMON MM N x 1-1/2" TO DOUBLE PLATE NON -CONFORMING CONDITIONS ARE FOUND TO EXIST. DIRECT GROUND CONTACT TO BE PRESERVATIVE -TREATED WOOD CONFORMING TO C. MINIMUM COMPRESSIVE DESIGN STRENGTH OF CONCRETE USED FOR FOUNDATION -------------------------------------------------------------- AWPA STANDARD U1 AND M4 - USE CATEGORY UC4A (UC5C IF IN CONTACT WITH ---------------------. AND SLABS SHALL BE 2500 psi @ 28 DAYS. i SALT OR BRACKISH WATER). D. SURFACES SHALL COMPLY WITH FBC R401 3 AND R403.1.7. ADJACENT SU B. ALL STRUCTURAL MEMBERS OF WOOD OR STRUCTURAL COMPOSITE LUMBER IN E. BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE ------------------------ - ----- EXPOSED TO WEATHER OR WITH THE POTENTIAL FOR EXPOSURE TO BE __ WALLS HAVE SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ----- PRESERVATIVE -TREATED WOOD CONFORMING TO AWPA STANDARD U1 AND M4 - -- SYSTEM ABOVE OR ADEQUATELY BRACED TO PREVENT DAMAGE TO THE WALL. U.N.O. UNLESS NOTED OTHERWISE USE CATEGORY UC3A. (12) 10d COMMON x 1-1/2" TOTAL EXTREME CARE MUST BE USED THROUGHOUT CONSTRUCTION TO PREVENT C. ALL INTERIOR WOOD BASED MEMBERS IN DIRECT CONTACT WITH CONCRETE OR (8) 8d COMMON x 1-1/2" TOTAL MOVEMENT OF RETAINING/FOUNDATION WALLS UNTIL STRUCTURAL SYSTEM MP4F MASONRY TO CONFORM TO AWPA STANDARD U1 AND M4 -USE CATEGORY UC1. (12) 8d COMMON x 1-1/2" TOTAL COMPLETION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY D. ALL METAL FASTENERS AND CONNECTORS EXPOSED TO WEATHER OR IN CONTACT SHORE THE WALLS THROUGHOUT CONSTRUCTION TO MAINTAIN THE INTEGRITY OF WITH PRESERVATIVE TREATED MATERIALS SHALL BE Z -MAX COATED, HOT DIPPED THE DESIGN. IF UNSURE WHAT COURSE OF ACTION TO TAKE IN ORDER TO PROVIDE GALVANIZED, STAINLESS STEEL OR OTHERWISE RATED BY THE MANUFACTURER FOR ADEQUATE TEMPORARY BRACING/SHORING, CONTACT THE ENGINEER OF RECORD COMPATIBILITY WITH THE APPLICATION. THE EXTERIOR APPLICATION OF ANY PRIOR TO PROCEEDING. O FOR ADDITIONAL CONSULTATION RI MATERIAL TREATED WITH A PRESSURE PRESERVATIVE CONTAINING AMMONIA SHALL F. FOOTINGS SHALL BEAR UPON UNDISTURBED SOIL OR UPON SOIL COMPACTED TO A REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND CONNECTORS. DENSITY OF MIN. 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D THE USE OF ANY MATERIAL TREATED WITH THE PRESSURE PRESERVATIVE ACZA 1557) FOR A DEPTH OF AT LEAST TWO FEET (2') BELOW THE BOTTOM OF THE SHALL REQUIRE THE EXCLUSIVE USE OF STAINLESS STEEL FASTENERS AND FOOTING. CONNECTORS. G. ALL CONCRETE SLABS ON GRADE SHALL BE THE THICKNESS AS INDICATED ON THE E. FASTCONNECTORS MAY NOT BE STAINLESS STEEL AND ZINC -PLATED ENERS AND DRAWINGS OVER MINIMUM 6 mil. POLYETHYLENE VAPOR BARRIER. SUCH SLABS COMBINED. USE ONLY SS FASTENERS WITH SS CONNECTORS. USE ONLY SHALL BE REINFORCED WITH 6x6 W1.4x1.4 WWM LAPPED 8" AT EDGES AND ENDS IN ZINC -PLATED FASTENERS WITH ZINC -PLATED CONNECTORS. CONFORMANCE WITH ASTM -A 185, OR FIBER MESH REINFORCEMENT SHALL BE F. REGULAR INSPECTION AND MAINTENANCE OF WOOD, WOOD -BASED AND METAL USED WITH THE MINIMUM 2 FIBER LENGTH AT (1) LB/YD COMPLYING WITH ASTM -C PRODUCTS USED IN OUTDOOR OR OTHER CORROSIVE ENVIRONMENTS OR 116. APPLICATIONS IS NECESSARY FOR CONTINUED, LONG-TERM PERFORMANCE. H. FILL UNDER CONCRETE SLABS SHALL BE CLEAN SAND FREE OF DEBRIS AND OTHER DELETERIOUS MATERIAL. FILL SHALL BE COMPACTED TO A DENSITY OF AT LEAST MASONRY: 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM -D 1557). FILL SHALL BE TREATED WITH TERMITE POISON BEFORE SLAB IS PLACED OR OTHER MEANS OF A. ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530/ASCE 5/ TMS 402 PROTECTING STRUCTURE FROM WDO's MUST BE INSTALLED AT LATER DATE. I. WHERE SHOWN, CORES OF BLOCK MASONRY SHALL BE FILLED WITH COARSE GROUT MASONRY BUILDING CODE. OR PEA GRAVEL CONCRETE WITH THE MINIMUM COMPRESSIVE STRENGTH OF 2500 B. CONCRETE MASONRY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING psi AT 28 DAYS. CONCRETE MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMU J. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: COMPRESSION STRENGTH OF 2000 psi (F'm=1500 psi). • CONCRETE CAST AGAINST EARTH - 3" C. MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE S. • FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - 1 1/2" D. GROUT WHEN SPECIFIED, SHALL CONFORM TO ASTM C 476 WITH MINIMUM 28 DAY • INTERIOR SLABS, WALLS - 3/4". COMPRESSIVE STRENGTH OF 3000 psi. GROUT SHALL BE MIXED TO PROVIDE A SLUMP I. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 40 LONGITUDINAL BETWEEN 8"-11". REINFORCING IN WALLS AND FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND E. PROVIDE PRE -CAST CONCRETE LINTELS OVER ALL OPENINGS PER STRUCTURAL PLANS INTERSECTIONS. MATCHING CORNER BARS SHALL BE USED. MINIMUM LAP OF F. UNLESS NOTED OTHERWISE. LAP ALL VERTICAL REINFORCING A MINIMUM OF 20" FOR #4 BARS AND 25" REINFORCING SHALL BE 25" FOR #5 BARS AND 20" FOR #4 BARS. ALL 90° HOOKS FOR #5 BARS. ALL 900 HOOKS SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND SHALL HAVE A MIN. BEND LENGTH OF 6" FOR #4 AND 7-1/2" FOR #5 INTO FOOTING 7-1/2" FOR #5 INTO FOOTING UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE. G. ALL CMU TO BE RUNNING BOND CONSTRUCTION. J ALL CONCRETE OPERATIONS , INCLUDING BUT NOT LIMITED TO MIX DESIGN, MIXING, H. x7 „ G R N . 22 U.S. GAGE 8 I K VENEER TIES SHALL BE NO. 9 U.S. AGE WIRE O 0 BR C TRANSPORTING, PLACING, REINFORCING DETAILING AND PLACING, CURING, AND CORRUGATED AND SHALL HAVE A HOOK EMBEDDED IN THE MORTAR JOINT. TIES TESTING SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS AND SHALL BE SPACED NO MORE THAN 18 INCHES HORIZONTALLY AND VERTICALLY AND APPLICATION OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE". SHALL BE ATTACHED THROUGH THE WALL SHEATHING TO THE WALL STUDS. TIES SHALL BE PLACED WITHIN 12" OF ALL WALL OPENINGS STEEL: A. DETAIL, FABRICATE, AND OR ERECT STEEL ACCORDING TO AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL BUILDINGS". NOTED BELOW: ASTM A36 O B. STRUCTURAL STEEL SHALL BE , EXCEPT AS • PIPE - ASTM A53, TYPE E OR S, GR. B • TUBE - ASTM A500 C. ALL BOLTS, ANCHOR BOLTS, AND THREADED RODS SHALL BE ASTM F1554 GRADE 36 UNLESS NOTED OTHERWISE. BOLTS, ANCHOR BOLTS A ND THREADED RODS Fzs USED FOR NUTS AND COUPLE, D. HEX U SHALL BE LOW CARBON STEEL AND MEET OR EXCEED THE CAPACITY OF THE CORRESPONDING A36, SAE 1018 AND GRADE 2 BOLTS, ETC. HEX NUTS AND COUPLERS USED FOR HIGH STRENGTH BOLTS, ANCHOR BOLTS, AND THREADED RODS - ASTM A449 OR SIMILAR - SHALL BE HEAVY HEX ASTM A563 GRADE DH. E. ALL WELDING SHALL BE BY A CERTIFIED WELDER IN ACCORDANCE WITH AWS D1.1. ALLOWABLE SPANS FOR LINTELS SUPPORTING MASONRY VENEER -w/ W---ITH -------- -------------------- --------T--- ------------------------------------------------------------------------- ---- ---------------- W/o WITHOU - ----- WWM/F .... WELDED WIRE MESH/FABRIC X58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS HOLD DOWN CONNECTOR SCHEDULE 1, 2, 3, 4, 5, 6 z Lu FASTENERS ONO a, z ATTACHMENT TO CONCRETE FOUNDATION - o "' = ; ATTACHMENT - - ---- - 2_ "' INTERIOR WALL MONO SLAB STEMWALL J TO WOOD POST I @ @ "' a ' I (no slab edge) EXTERIOR WALL EXTERIOR WALL -- ----- ..---------- 10 .148" x 3" 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR LTT20B N/A ( )NAILS -OR- -OR- oR i 3/8"x6" TITEN HD 3/8"x6" TITEN HD!, 3/8"x6" TITEN HD . ......... ....... . --- --- . ---- . - - - - _ : j 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR DTT2Z N/A (8) 1/4 x1-1/2 oR- oR oR SDS SCREWS 3/8"x6" TITEN HD 3/8"x6" TITEN HD 3/$"x6" TITEN HD (18) .162 x 2-1/2 „ HTT4 1 HTT4 : NAILS : 5/8 x 6 ATR 5/8 x 12 ATR I 5/8" x 15" ATR ............................ ....................................................................................................................................__...---._---... -- - ------ --- 26) .162 x 2-1/2" I „ HTTS HTTS ( NAILS 5/8 x 6 ATR 5/8" x 12" ATR 5/8" x 15" ATR HDQ8 UPHD8 (20) 1/4" x 3" 7/8" x 8" ATR 7/8" x 16" ATR 7/8" x 16" ATR SDS SCREWS HDU14 ;UPHD14! (36) 1/4"x2-1/2" 1" x 10" ATR 1" x 18" ATR ' 1" x 20" ATR i ; SDS SCREWS ----- ------ ' _ HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON CONNECTOR NO STORY ONE STORY TWO STORIES; SIZE OF STEEL ANGLE ABOVE ABOVE TO UNDERSIDE OF I I ABOVE ....................... ------ - .. ------ L3x3x1/4 .. ....... 6'-0" ......_. _. 4'-6"3'-0" TRUSSES @EACH END OF w/ .131x3" @ 6" ; I - - ........................ ----.........................._....................--._ ___---- L4x3x1/4 .------------------------ --- , 8'-0" ---------- -------------------------------------------------- 6'-0" - - ---- 4'-6" - -....- ...... ......_...__----_...._.....1........----__......_1......-_-------------- L5x3-1/2x5/16 10-0" _.-......_-- ------ -------...------... 8-0 -----.....__ - _-_---------------- 6-0 ; ... -.--__..-. ......_ ---- ...--- L x -1 2x5 16 63 -------- -- - ------ 14 -0 ------------ ,,, 9-6 -- ---------------- - �„ 7 -0 2 -6x3 -1/2x5/16 20'-0" - 12'-0° -- -- 91 61- i NOTES: - OPTION 1- - OPTION 2 - LUGT3 CONTINUOUS LATERAL BRACING I INDIVIDUAL WEB BRACING a. LINTELS SHALL HAVE A LENGTH OF BEARING NOT LESS THAN 4". ATR ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE b. LONG LEG OF ANGLE SHALL BE PLACED INA VERTICAL POSITION. BM I BEAM c. CONTACT THIS OFFICE FOR OPENING WIDTHS EXCEEDING THOSE SHOWN. -w/ W---ITH -------- -------------------- --------T--- ------------------------------------------------------------------------- ---- ---------------- W/o WITHOU - ----- WWM/F .... WELDED WIRE MESH/FABRIC X58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS HOLD DOWN CONNECTOR SCHEDULE 1, 2, 3, 4, 5, 6 z Lu FASTENERS ONO a, z ATTACHMENT TO CONCRETE FOUNDATION - o "' = ; ATTACHMENT - - ---- - 2_ "' INTERIOR WALL MONO SLAB STEMWALL J TO WOOD POST I @ @ "' a ' I (no slab edge) EXTERIOR WALL EXTERIOR WALL -- ----- ..---------- 10 .148" x 3" 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR LTT20B N/A ( )NAILS -OR- -OR- oR i 3/8"x6" TITEN HD 3/8"x6" TITEN HD!, 3/8"x6" TITEN HD . ......... ....... . --- --- . ---- . - - - - _ : j 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR DTT2Z N/A (8) 1/4 x1-1/2 oR- oR oR SDS SCREWS 3/8"x6" TITEN HD 3/8"x6" TITEN HD 3/$"x6" TITEN HD (18) .162 x 2-1/2 „ HTT4 1 HTT4 : NAILS : 5/8 x 6 ATR 5/8 x 12 ATR I 5/8" x 15" ATR ............................ ....................................................................................................................................__...---._---... -- - ------ --- 26) .162 x 2-1/2" I „ HTTS HTTS ( NAILS 5/8 x 6 ATR 5/8" x 12" ATR 5/8" x 15" ATR HDQ8 UPHD8 (20) 1/4" x 3" 7/8" x 8" ATR 7/8" x 16" ATR 7/8" x 16" ATR SDS SCREWS HDU14 ;UPHD14! (36) 1/4"x2-1/2" 1" x 10" ATR 1" x 18" ATR ' 1" x 20" ATR i ; SDS SCREWS ----- ------ ' _ HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON CONNECTOR (1) 2x4 S.G. SPF 6" T� DIAGONAL BRACE FROM MAX. il CONTINUOUS LATERAL 11 BRACE TO UNDERSIDE OF I I TRUSS TOP CHORD.i I T -BRACE APPLY OVER MIN. (3)45o FASTENED TO WEB i I TRUSSES @EACH END OF w/ .131x3" @ 6" ; I EACH CONTINUOUS MAX. O/C. T -BRACE TO LATERAL BRACE LINE AND BE SAME SIZE, I @ MAX. 20' INTERVALS SPECIES AND I I HTS20 BETWEEN ENDS. 11 GRADE AS WEB TO I 2x4 S.G. SPF LATERAL BE BRACED. I I BRACE. QUANTITY AND I I I I LOCATION PER TRUSS i I LGT2 ENGINEERING. i OVERLAP 611 L � -- -- MIN. ( ) TRUSSES. MAX. L/240 - OPTION 1- - OPTION 2 - LUGT3 CONTINUOUS LATERAL BRACING I INDIVIDUAL WEB BRACING (26) 16d SINKER x 3-1/4" TO PLATE/POST ATR ALL THREAD ROD: SEE TD PAGES AND TDD DETAIL PAGE FCLG BM I BEAM - -- -- ------------------------------ (16) 1/4"x3" SDS SCREWS TO TRUSS _ - _ _ --- ._....._.-.... ___ --- .------____._._.._ .-._.._ -.. _---------- CL CENTERLINE LUGT4 -------- -------------........ CEILING (30 ) 16d SINKER x 3-1/4" TO PLATE/POST - ------------------ --- - ---------._..--- .--------- - - -- CMU I CONCRETE MASONRY UNIT ------------------ RS300 CONT. I CONTINUOUS - -- ______--.--- ...__. --------------- CS COVER SHEET ... ... ----- -_.... -- -- -- - . ........ .__----------_.. DL : DEAD LOAD -- ---------- ------------ -- - ----------------------------------------- DSW4 DOUBLE SIDED SW4 SHEAR WALL - SEE FR PAGES RS200- DSW3 DOUBLE SIDED SW3 SHEAR WALL - SEE FR PAGES �� (11) 8d OR (9) 10d COMMON x 1-1/2 / END - - -- -- ------ - - ____ E.O.R. ENGINEER OF RECORD R 1 S50 -- - 1 ..--------------- ...._............................................... ..._ -- -................................ - - - -- .. EXT. EXTERIOR 1 R - 6 8d O 14 10d COMMON x 1 1 2 END --- -- -- - - __ _____ -- --- - - FBC FLORIDA BUILDING CODE MSTA12 F D FOUNDATION SHEET _ --------- -.-_____- ___. - FDD FOUNDATION DETAIL SHEET - _------- ...... ---- ___ ............................_...---... --- --------------------------------- ___ ............. --_.. --- -- --.-I.- .....-.....- -.--- -- - FR FRAMING SHEET (7) 10d COMMON x 1-1/2" / END ------------------------------- ------ _--------------- ___ ---- FRD FRAMING DETAIL SHEET MSTA24 G38 SHEAR WALL HOLD DOWN - SEE TD PAGES -- (9) 10d COMMON x 1-1/2" / END ____ _ -------- -- HDR HEADER .... ............. ...................... ........... ._..... .------ ..... ----------- ------ -------- ------------------ --------- ----------------------------------------------------------------------------------- ------- ------- ------------------ ._-...------------------------------------------ ------- ------ ---__._-__.___.................... ._.......................... INT. ;INTERIOR ------- --- ---- -----___ ------ --------__-------- LL LIVE LOAD- --- - - - - KST248 MAX. I MAXIMUM _ _ .._.._...._.-._.....-..___.__. _ -_ MIN. MINIMUM ........ _ .._._.. --. -.__ . - _..- . 012 SHEAR WALL HOLD DOWN - SEE �i D PAGES ----- .___.._._......... -. __ -_-.._ _._ _ _ (34) 16d COMMON x 3-1/2" / END 058 ' SHEAR WALL HOLD DOWN - SEE TD PAGES O/C ON CENTER 10d COMMON x 3" TO STUD -------- _ __ OPT. OPTIONAL ...... ..... - - .. _ -- - --- ._.. OSB , ORIENTED STRAND BOARD --------------------- 0 ()Od COMMON 1 N x 3 TO PLATE ---___ ___ -____ --------------------------_____ -------------------------- -- -- PCF POUNDS PER CUBIC FOOT SPT24 i PSI POUNDS PER SQUARE INCH (6) 10d COMMON x 3" TO STUD _-- __ _- „- PSF NDS PERSQUARE UARE FOOT w -_._.._...._.. ......................_.................._......................... ---------------------------------------------------------------..._...........-----.._...._......-.........._...._............._................_..__... - --...._----------------- ---------------------------------- PT PRESERVATIVE TREATED / PRESSURE TREATED (TREATED FOR OUTDOOR USE) -- ------------------------------------ QTB BLUE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE D QTG GREEN QUICK TIE CABLE - SEE TD PAGES ANDTDD DETAIL PAGE (4) 10d COMMON x 1-1/2" TO STUD ----------- --..- QTO ORANGE QUICK TIE CABLE - SEE TD PAGES AND TDD DETAIL PAGE ............................................, ..... .- .-... . - _ ......... ---- _--... RSD RAISED 3 10d COMMON MM N x 1-1/2" TO DOUBLE PLATE SCL : STRUCTURAL COMPOSITE LUMBER (LSL, LVL, PSL) SG STUD GRADE (1) 10d COMMON x 1-1/2" TO SINGLE PLATE SPF GRADE #2 SPRUCE PINE FIR - -__-_ _ - -------------------------------------------------------------- ;........ ......... ---...... .... ........... .-._............ .................................................................. .... ...... .... ...._._... ...................... . __.-._ .._.......-...-----._..._............................................................................................................................ SS STAINLESS STEEL -- ---------------------. - ---------------------- SW6HP SHEAR WALL - SEE FR PAGES i SW6 SHEAR WALL - SEE FR PAGES --------...._..-....-------__....__.-_-___.___._ (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE - - ---------- - SW4 I SHEAR WALL - SEE FR PAGES ------- - ----- ---- - -._.. -..... ...... _.. ...... _..... ........ .. ......... _..__. .. -- - - - -------.__-..... ---...- -- SW3 SHEAR WALL - SEE FR PAGES 2 10d COMMON x 1-1/2" TO SINGLE PLATE SWS1 i SHEAR WALL - SEE FR PAGES ------------------------ - ----- SYP 1 GRADE #2 SOUTHERN YELLOW PINE __ _ _. _._.__ _____.____._._-_.___..-_-- _-.._____. _._ TD TIE DOWN SHEET i ----- --- - ----------------------------------- ----- -- -... ......_. ..- .. ......... ......... - -- .- ---- TDD TIE DOWN DETAIL SHEET __ --- --:-------------------------------------------- - -- - -------- - -- - - TYP. I TYPICAL -- SPH4/6/8 U.N.O. UNLESS NOTED OTHERWISE -w/ W---ITH -------- -------------------- --------T--- ------------------------------------------------------------------------- ---- ---------------- W/o WITHOU - ----- WWM/F .... WELDED WIRE MESH/FABRIC X58 SHEAR WALL HOLD DOWN - SEE TD PAGES ABBREVIATIONS HOLD DOWN CONNECTOR SCHEDULE 1, 2, 3, 4, 5, 6 z Lu FASTENERS ONO a, z ATTACHMENT TO CONCRETE FOUNDATION - o "' = ; ATTACHMENT - - ---- - 2_ "' INTERIOR WALL MONO SLAB STEMWALL J TO WOOD POST I @ @ "' a ' I (no slab edge) EXTERIOR WALL EXTERIOR WALL -- ----- ..---------- 10 .148" x 3" 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR LTT20B N/A ( )NAILS -OR- -OR- oR i 3/8"x6" TITEN HD 3/8"x6" TITEN HD!, 3/8"x6" TITEN HD . ......... ....... . --- --- . ---- . - - - - _ : j 3/8" x 4" ATR 3/8" x 6" ATR 3/8" x 6" ATR DTT2Z N/A (8) 1/4 x1-1/2 oR- oR oR SDS SCREWS 3/8"x6" TITEN HD 3/8"x6" TITEN HD 3/$"x6" TITEN HD (18) .162 x 2-1/2 „ HTT4 1 HTT4 : NAILS : 5/8 x 6 ATR 5/8 x 12 ATR I 5/8" x 15" ATR ............................ ....................................................................................................................................__...---._---... -- - ------ --- 26) .162 x 2-1/2" I „ HTTS HTTS ( NAILS 5/8 x 6 ATR 5/8" x 12" ATR 5/8" x 15" ATR HDQ8 UPHD8 (20) 1/4" x 3" 7/8" x 8" ATR 7/8" x 16" ATR 7/8" x 16" ATR SDS SCREWS HDU14 ;UPHD14! (36) 1/4"x2-1/2" 1" x 10" ATR 1" x 18" ATR ' 1" x 20" ATR i ; SDS SCREWS ----- ------ ' _ HOLD-DOWN NOTES: 1. 3/8" ATR ANCHOR REQUIRES 2"x2"x1/4" WASHER FOR USE WITH LTT20B HOLD DOWN. 2. PROVIDE MIN. 2-1/2" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 3/8" ATR. 3. PROVIDE MIN. 3" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 5/8" ATR. 4. PROVIDE MIN. 4" EDGE DISTANCE FROM CENTER OF ANCHOR TO SLAB EDGE FOR ALL HOLD DOWNS SPECIFYING A 7/8" OR 1" ATR. 5. ALL ATR CONNECTIONS ARE EPDXIED CONNECTIONS TO THE FOUNDATION USING SIMPSON "SET -XP" 2 -PART EPDXY INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 6. FOR USP UPHD HOLD DOWNS, USE THE WS3 SCREWS PROVIDED TO ATTACH THE HOLD DOWN TO POST. FILL ALL HOLES. FRAMING CONNECTOR SCHEDULE SIMPSON CONNECTOR ; USP 1, ALTERNATIVE QT I ALTERNATIVE I FASTENERS H2.5 (AorT) RT7A OR R 7 1 HA4 (5) 8d COMMON x 1-1/2" / END SDWC15600 ; � FMFF006 I N/A ---- -- -------- H8 I ------------------------------------- ._ (RT8A ,--------. ------ - - <S) COMMON x 1=1/2" /END-- MTS12 I MTW12 __ _l -10d 1 (7) 10d COMMON x 1-1/2" / END HTS20 ! HTW20 15 (12) 10d COMMON x 1-1/2" / END 16d SINKER L/240 FLOOR (BALCONIES) 60 (16) x 3-1/4" TO TRUSS LGT2 LUGT2 ATTIC CEILING (STORAGE) (14) 16d SINKER x 3-1/4" TO PLATE/POST (12) 1/4"x2-1/2" SDS SCREWS TO TRUSS -- -- - - -- L/240 LGT3 LUGT3 5 (26) 16d SINKER x 3-1/4" TO PLATE/POST L/240 WALL (BRITTLE FINISH)L/360 20.6 - -- -- ------------------------------ (16) 1/4"x3" SDS SCREWS TO TRUSS LGT4 -____- .... - _ __ ---- - LUGT4 -------- WALL (FLEXIBLE FINISH) (30 ) 16d SINKER x 3-1/4" TO PLATE/POST CS22 ------------------ RS300 CS20-250 (7) 8d OR (6) 10d COMMON x 1-1/2" / END --- CS20 RS250 CS20-250 I (8) 8d OR (7) 10d COMMON x 1-1/2" / END CS18 ----- - --- RS200- CS18-200 �� (11) 8d OR (9) 10d COMMON x 1-1/2 / END - - -- -- ------ - 1 CS6 R 1 S50 CS16 150 1 R - 6 8d O 14 10d COMMON x 1 1 2 END MSTA12 MSTA12 - ----- LS 12 -- - 1 M - (5) Od CO MON x 1 1/2 /END MSTA18 MSTA18 MS24 (7) 10d COMMON x 1-1/2" / END MSTA24 MSTA24 MS24 (9) 10d COMMON x 1-1/2" / END MTA3 S 6 MSTA36 MS36 1 N x 1-1/2" END 3 10d COMMON MST48 KST248 I (25) 16d COMMON x 3-1/2 / END . ._.._.� --- MST60 -- -- - KTS260 ----------- ----- .___.._._......... -. __ -_-.._ _._ _ _ (34) 16d COMMON x 3-1/2" / END 10d COMMON x 3" TO STUD SP1 SPT22(6) Q 0 ()Od COMMON 1 N x 3 TO PLATE SP2 SPT24 i � (6) 10d COMMON x 3" TO STUD w O (6) 10d COMMON x 3" TO PLATE D D 3 (4) 10d COMMON x 1-1/2" TO STUD SSP 3 10d COMMON MM N x 1-1/2" TO DOUBLE PLATE (1) 10d COMMON x 1-1/2" TO SINGLE PLATE iIF (8) 10d COMMON x 1-1/2" TO STUD DSP , i 1 (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE 2 10d COMMON x 1-1/2" TO SINGLE PLATE -- - -- - -- - -- - ------------------------ - ----- -- --- ---------------------------- I ..._...... -- -- -----................. ._---------------------------------- - .. (9) 10d COMMON x 1-1/2" TO STUD TSP LFTA6 (6) 10d COMMON x 1-1/2" TO DOUBLE PLATE SPH4/6/8 SPTH4/6/8 (12) 10d COMMON x 1-1/2" TOTAL A34 MP34 SC35 (8) 8d COMMON x 1-1/2" TOTAL - - - LTP4 MP4F SC35F (12) 8d COMMON x 1-1/2" TOTAL MEMBER CONNECTION DETAILS eE HIP ROOF - FOLLOW "END ZONE" - NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. 1 � Q €:- 4' --*"-7f 4' Y 1 MAIN ROOF BODY J FOLLOW "INTERIOR ZONE" NAILING REQUIREMENTS NOTED ON ROOF SHEATHING SCHEDULE. GABLE ROOF 4 o/c NAILING TO WITHIN 4' OF EACH GABLE END, SEE DETAIL L/FRD. TYPICAL ROOF ZONE NAILING REQUIREMENTS GENERAL DESIGN CRITERIA BUILDING CODE 2017 FBC - RESIDENTIAL DESIGN GUIDE ASCE 7-10 WIND SPEED) ( V h 130 mph p WIND SPEED (VASO) 101 mph EXPOSURE CATEGORY C BUILDING TYPE ENCLOSED RISK CATEGORY II TOPOGRAPHY FLAT MEAN ROOF HEIGHT I < 30' USE L. L. D. L. L.L.A T.L.A ROOF' (SHINGLE) 20 7 L/240 L/180 FLOOR (ROOMS) 40 15 L/360 L/240 FLOOR (DECKS) 40 15 L/360 L/240 FLOOR (GAME ROOMS) 60 15 L/360 L/240 FLOOR (BALCONIES) 60 15 L/360 L/240 ATTIC CEILING (STORAGE) 20 5 L/360 L/240 ATTIC CEILING (NO STORAGE) 10 5 L/360 L/240 WALL (BRITTLE FINISH)L/360 20.6 22.8 20.6 24.3 WALL (FLEXIBLE FINISH) > 500 19.1 L/18O 19.1 WIND-BORNE DEBRIS CLASSIFICATION NOTE: THIS RESIDENCE IS NOT LOCATED IN THE WIND-BORNE DEBRIS AREA. WINDOW PROTECTION IS NOT REQUIRED. TIE -DOWN DESIGN TYPE ATR/QT SYSTEM DESIGN (C&C) PRESSURES REVIEWED FOR CODE COMPLIANCE CE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: I `/ `%"aqf VERSION 5.1 �I "I , , 000�0���\O�oO��i�00000000000�,:::�� 11N G❑D WE TRUST JOB NUMBER J 1 3321 OPENING SIZE OR INTERIOR END SURFACE TRIBUTARY AREA IN ZONES ZONES SQUARE FEET (+) (-) (+) (-) W 0-20 25.6 27.7 25.6 34.2 21-50 24.5 26.7 24.5 32.1 WINDOWS DOORS 51-100 23.0 25.1 23.0 29.0 101-200 21.7 23.8 21.7 26.7 WALLS 201-500 20.6 22.8 20.6 24.3 > 500 19.1 21.2 19.1 21.2 SOFFITS ALL 25.6 27.7 25.6 34.2 REVIEWED FOR CODE COMPLIANCE CE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: I `/ `%"aqf VERSION 5.1 �I "I , , 000�0���\O�oO��i�00000000000�,:::�� 11N G❑D WE TRUST JOB NUMBER J 1 3321 PRIOR VERSION DATES CHECKED BY: BAM SHEET C S I U Q W m U IlllZ Q } 7 Q N -1 W ❑ ❑ 2 Q III W N Z Q W � ii w O D D 3 _jaoLl PRIOR VERSION DATES CHECKED BY: BAM SHEET C S FOUNDATION 9m SCALE: 1/4"=1'-0" m N Z' —2 p Lu � m W 19" MIN. L #3 HAIRPIN, GRADE 60 REBAR (MIN.) FIELD TIE AND SECURE DURING CONCRETE PLACEMENT. OVERLAP VARIES WITH BOLT SPACING. ANCHOR BOLT HAIRPIN SHEAR REINFORCEMENT ANCHOR BOLT ANCHOR REINFORCEMENT TEMPLATE WHEN SPECIFIED A 3 HAIRPIN (#3 TIE SIMILAR). v Al SEE TABLE FOR REQUIRED QUANTITY. � � v V <' cl G G A HAIRPIN INSTALLATION (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) 0 DIAMETER LENGTH 1 36 — WSW-AB1x24, 1" STANDARD STRENGTH SIMPSON ANCHOR BOLT. LENGTH DICTATED BY CURB HEIGHT, USE SIMPSON ANCHOR BOLT EXTENSIONS TO ACHIEVE EMBEDMENT SHOWN. MINIMUM 6" CURB/STEMWALL WIDTH PER DETAIL 2/FDD. PROVIDE HAIRPIN REINFORCEMENT G PER DETAIL B/FD1. f11:.l�lfall..: 11C� G G L <? 4 G a G � G _: Ila 36" x 56" D NOTE: THIS PLAN IS TO BE USED FOR STRUCTURAL FOUNDATION REQUIREMENTS AND INTERIOR BEARING FOOTING LOCATIONS. REFER TO THE ARCHITECTURAL PLAN FOR SLAB DIMENSIONS. CONTINUOUS FOOTING w/ (4) #5's. NOTES: O REFER TO DETAIL 1/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS. 2 it 2 15'-6" C 4 r---------------------------------------� 20"x20"x16" I 2 1 4 w/ 2-#4/#5's j 2 BOTH WAYSII( ;I i I I I 3 3 I� I I = 3 16" WIDE TFOTING FROM CE OF CURB. I i l 21-311 //-- 30"x30"x16" BOTH WAYS ( I l 13'-10" I 130"x30"x16" III l L + —Jw/ 3-#4/#5's I BOTH WAYS I I I _� III II I 48"x48"x16" 1 1 I w/ 5-#4/#5's LI — J BOTH WAYS I 16'-81/4" I I F_ — — — — I � II ----- - 1---J — � 2'-5 1/2.. I_ i F_ l21-311 N o p I 61-311 81-7" I I 48"x48"x16" w/ 5-#4/#5's I I I I r BOTH WAYS IJ I 3 F- I I I--- --� M I rL = =- -- —+ —�— Ll J II 8 3 I' I 3 I r 2'-3" I ;I I� I III 13'-9" 1 30"x30"x16" w/ 344/#5's I BOTH WAYS ;I I� I _ I = I (SEE FOOTING — -- i ( PLACEMENT THIS PAGE FOR GARAGAE RETURNS) FD1 I I SEE DETAIL 6/FDD — @ GARAGE DOOR — I - — — — — — — — — — I 3 l i OPENING --- ----� L-- — — -I 'IEl I L — — —— ---�LI IJ L—J l I I I 24"x24"x16" w/ 20"x20"x16" I I 20"x20"x16" 20 x20 x16 3-#4/#5's BOTH WAYS w/ 2-#4/#5 s I I BELOW EACH COLUMN w/ 2-#4/#5 s BOTH WAYS w/ 2-#4/#5, s BOTH WAYS — — — _ — BOTH WAYS ---------- - - - - - - - — — — - ----- ------- 4 1 N 2 Pi SEE DETAIL 6/FDD @ GARAGE DOOR OPENING — NOTE: CAST-IN-PLACE— ANCHOR BOLTS REQUIRED FOR SHEAR PANEL ABOVE. WSW-RT24 TEMPLATE IS RECOMMENDED. o m I L— — —I SEE DETAIL A/FD1 FOR (— GARAGE FOOTINGS. '-4" 2'-0" 1'-4" 1'- u • V-0 1/2" GARAGE FOOTING PLACEMENT FOR STRONG WALLS OFFI( ® REFFR TO DETAIL 2/FDD QHS ON HIGH RK CONTAINED WITHIN THE BEARING FOOTINGS STRENGTH MODELS = N FOR ALL EXTERIOR SHOWN TO HEAVY HEX NUT w FIXED IN PLACE ON J ALL WSW -AB ANCHOR BOLTS OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER HEAVY HEX NUT PENETRATION. FOR CHASE PENETRATIONS OF PLATE WASHER HEAVY HEX NUT — WSW-AB1x24, 1" STANDARD STRENGTH SIMPSON ANCHOR BOLT. LENGTH DICTATED BY CURB HEIGHT, USE SIMPSON ANCHOR BOLT EXTENSIONS TO ACHIEVE EMBEDMENT SHOWN. MINIMUM 6" CURB/STEMWALL WIDTH PER DETAIL 2/FDD. PROVIDE HAIRPIN REINFORCEMENT G PER DETAIL B/FD1. f11:.l�lfall..: 11C� G G L <? 4 G a G � G _: Ila 36" x 56" D NOTE: THIS PLAN IS TO BE USED FOR STRUCTURAL FOUNDATION REQUIREMENTS AND INTERIOR BEARING FOOTING LOCATIONS. REFER TO THE ARCHITECTURAL PLAN FOR SLAB DIMENSIONS. CONTINUOUS FOOTING w/ (4) #5's. NOTES: O REFER TO DETAIL 1/FDD FOR ALL EXTERIOR PERIMETER FOOTINGS. 2 it 2 15'-6" C 4 r---------------------------------------� 20"x20"x16" I 2 1 4 w/ 2-#4/#5's j 2 BOTH WAYSII( ;I i I I I 3 3 I� I I = 3 16" WIDE TFOTING FROM CE OF CURB. I i l 21-311 //-- 30"x30"x16" BOTH WAYS ( I l 13'-10" I 130"x30"x16" III l L + —Jw/ 3-#4/#5's I BOTH WAYS I I I _� III II I 48"x48"x16" 1 1 I w/ 5-#4/#5's LI — J BOTH WAYS I 16'-81/4" I I F_ — — — — I � II ----- - 1---J — � 2'-5 1/2.. I_ i F_ l21-311 N o p I 61-311 81-7" I I 48"x48"x16" w/ 5-#4/#5's I I I I r BOTH WAYS IJ I 3 F- I I I--- --� M I rL = =- -- —+ —�— Ll J II 8 3 I' I 3 I r 2'-3" I ;I I� I III 13'-9" 1 30"x30"x16" w/ 344/#5's I BOTH WAYS ;I I� I _ I = I (SEE FOOTING — -- i ( PLACEMENT THIS PAGE FOR GARAGAE RETURNS) FD1 I I SEE DETAIL 6/FDD — @ GARAGE DOOR — I - — — — — — — — — — I 3 l i OPENING --- ----� L-- — — -I 'IEl I L — — —— ---�LI IJ L—J l I I I 24"x24"x16" w/ 20"x20"x16" I I 20"x20"x16" 20 x20 x16 3-#4/#5's BOTH WAYS w/ 2-#4/#5 s I I BELOW EACH COLUMN w/ 2-#4/#5 s BOTH WAYS w/ 2-#4/#5, s BOTH WAYS — — — _ — BOTH WAYS ---------- - - - - - - - — — — - ----- ------- 4 1 N 2 Pi SEE DETAIL 6/FDD @ GARAGE DOOR OPENING — NOTE: CAST-IN-PLACE— ANCHOR BOLTS REQUIRED FOR SHEAR PANEL ABOVE. WSW-RT24 TEMPLATE IS RECOMMENDED. o m I L— — —I SEE DETAIL A/FD1 FOR (— GARAGE FOOTINGS. '-4" 2'-0" 1'-4" 1'- u • V-0 1/2" GARAGE FOOTING PLACEMENT FOR STRONG WALLS OFFI( ® REFFR TO DETAIL 2/FDD O3 ALL FLATW RK CONTAINED WITHIN THE BEARING FOOTINGS 4 SAWCUT FLAT WORK IN 15'x15' 5 CERTAIN EMBED STRAPS © FOR CHASE PENETRATIONS OF INTERIOR OR EXTERIOR FOR ALL EXTERIOR SHOWN TO BE A 4 CONC. SLAB REINFORCED W/ EITHER 6x6) GRID, 1"DEEP WHILE CONCRETE REQUIRE ADDITIONAL FOOTINGS, DEEPEN THE FOOTING THE DEPTH OF THE PERIMETER FOOTINGS 10/10 WWM OR FIBERMESH ON 6 MIL VAPOR BARRIER OVER IS WORKABLE (WITHIN 12 FOUNDATION PENETRATION. FOR CHASE PENETRATIONS OF WITH CURB/PEANUT WALL. TERMITE TREATED, CLEAN, COMPACTED FILL. HOURS OF PLACEMENT). REINFORCEMENT. STEMWALLS, GROUT SOLID AROUND CHASE. SEE SHEET FDD FOR FOUNDATION DETAILS \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 000000�0�0000000�0���0000000000�������00000` IN G❑D WE TRUST MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - EL - 32092 O.O.A. #26894 - (904) 342-8751 JOB NUMBER J 1 3 3 2 1 2 U Q W m U Z � Z J J � �' UJ W I-Qz 57 Q N D O o <o- Q 0 < n W N Z Q Z w > :1 o� lo i 1aoLL PRIOR VERSION DATES SHEET FD 1 OPTIONAL CONCREI I. PEDESTAL TO ELEVATE PORCH ®LUMNS. MIN. WIDTH = 6". VARIES MAX. 20" OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MAX HEIGHT= 8". GRADE VARIES R 12" CONTINUOUS 8" FOOTING PAD FOOTING SHOWN BEYOND w/(1) #4 or #5 CONT. FOR BEARING POSTS. SEE PLAN FOR SIZE AND LOCATION. MONOLITHIC PORCH EDGE DETAIL OPTIONS: STEMWALL DETAIL 4 OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MIN. WIDTH = 6". OPTIONAL CONCRETE PEDESTAL TO ELEVATE PORCH COLUMNS. MAX HEIGHT = 8". a � 1 I I a� Id OPTIONAL PEDESTAL DETAIL SEE DETAIL 1-STEMWALL FOR WALL REQUIREMENTS II PAD FOOTING SHOWN IIS; •�J BEYOND FOR BEARING POSTS. 11 �- SEE PLAN FOR SIZE AND GRADE II I -I I LOCATION. OPTIONAL CONCRETE SILL TO BE CONCRETE C BUILT UP TO FINISH FLOOR CENTER FOOTING ON LOAD --\ELEVATION BEARING WALL ABOVE. 4 (MAX HEIGHT = 4" FOR 4"WIDTH) CENTER OF WALL ABOVE. Y (MAX HEIGHT = 8" FOR 6"WIDTH)/ #4 or #5 VERTICALS @ Q VARIES, SEE ARCH. j r = 30"). 48" o/c BEND INTO " � 1 `� O �� Mw.l l: o Q 1 1 12 o FOOTING & LAPPED 6" MIN. OPT IONS: MONOLITHIC DETAIL 4 NON-BEARING STEP DOWN DETAIL FINISH FLOOR ELEVATION — EXPANSION JOINT ELEVATION OF POOL DECK POOL DESIGN BY OTHERS I� II I I I I �o J • 45° TYPICAL LOAD BEARING FOOTING, STEMWALL SHOWN, MONOLITHIC APPLIES AS WELL. TYP. FOOTING IN PROXIMITY TO POOL THIS DETAIL APPLIES TO ALL PROJECTS WHERE FOOTING IS IN PROXIMITY TO POOL. CONTINUOUS FOOTING AS FOLLO S- 1 -STORY: 16" WIDE w/ (2) #4 or ( ) #5's OPTION 1 2 -STORY: 20" WIDE w/ (3) #4 or ('.) #5's OPT=N2 3 MONOLITHIC BEARING STEP DOWN DETAIL OPTIONS: STEMWALL DETAIL 3 CHAIR BLOCK w/ (1) #4 4" CONCRETE SLAB OR #5 CONT. VARIES, SEE ARCH. - CONTINUOUS STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 Dr (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TD FOOTING WIDTHS SHOWN) 3 STEMWALL BEARING STEP DOWN DETAIL OPTIONS: MONOLITHIC DETAIL 3 SLOPE FOR DRAINAGE OR PROVIDE 3/4" RECESS. a A ..... CONTINUOUS FOOTING w/ (1) #4 or #5 CONT. THICKENED EDGE @ GARAGE OPENING v (1) #4 cr #5 CONTINUOUS @ 3" FROM TOP. 6"MIN. CONCRETE C RB TO BE BUILT UP U TO FINISH FLOOR ELEVATION #4 or #5 VERTICALS @ Q (MAX HEIGHT = 30"). 48" o/c BEND INTO m FOOTING & LAPPED 6" ii 4" CONCRETE SLAB WITH UPPER STEEL. U r Q F_ 4 GRADE bl v 45° I I .11 1 D Ih—:II°IIA F_ Z II � II 8" J OPTIONAL 8"x8" BRICK � C)W U] CONTINUOUS MONOLITHIC EXTERIOR LEDGE w/ (1) #4 OR #5 FOOTING AS F LLOWS: CONTINUOUS.1-STORY: Z 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" (WIDE w/ (3) #4 or (2) #5's 10 MONO DETAIL w/ ELEVATED! CURB CONCRETE CURB TO BE BUILT UP TO FINISH FLOOR ELEVATION (MAX HEIGHT = 4" FOR 4" WIDTH) (MAX HEIGHT = 8" FOR 6" WIDTH) r-- 4" CONCRETE SLAB 8" MIN. 1 20" MAX. GRADE _ ,I - - I I -_ x..12" MIN 1 OPTIONAL 8 x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR LEDGE w/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL w/ CURB OPTIONS: STEMWALL DETAIL 2 OR ELEVATED MONO DETAIL 10 HEADER COURSE w/ (1) #4 OR #5 CONT. 8" CMU w/ #4 OR 45 VERTICALS @ EACH MAX PROJECTION OF CMU CORNER, EACH SIDE OF EACH FOOTING ABOVE SLAB = 16" n ELEVATION CHANGE AND 48" o/c 4 THEREAFTER. BEND MIN. 12" INTO HEADER i1 . 4" CONCRETE SLAB COURSE. GROUT REINFORCED CELLS SOLID. 91 i i G II II II:—I II 121111 '-MIN. 10" ll c_a ILII II CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) STEMWALL DETAIL w/ CURB (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 2 OR ELEVATED MONO DETAIL 10 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES 1/2" MIN. EMBEDMENT LINE 4" CONCRETE SLAB 8" MIN. GRADE 20" MAX. 12" MIN 8 II li. II` •' 11 Illi II_ II I.. i,:: L...: OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR LEDGE W/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's MONOLITHIC EXT. FOOTING DETAIL OPTIONS: STEMWALL DETAIL 1 OR ELEVATED MONO DETAIL 9 4" CONCRETE SLAB CHAIR BLOCK w/ (1) #4 OR #5 CONT. I, 8" CMU w/ #4 OR #5 VERTICALS @ EACH CORNER, EACH SIDE OF EACH I: FOOTING ELEVATION CHANGE AND GRADE 1- 48" o/c THEREAFTER. BEND MIN. III 1 I 12 J`—I 12" INTO SLAB. GROUT MIN. 10 REINFORCED CELLS SOLID. III III _I� I CONTINUOUS EXTERIOR STRIP FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's (FOR BRICK VENEER, ADD 4" TO FOOTING WIDTHS SHOWN) LOCATE ONE 24" LOCATE ONE 24" #4 OR #5 REBAR #4 OR #5 REBAR WITHIN HATCHED WITHIN HATCHED AREA. AREA. LOCATE ONE 24" #4 OR #5 REBAR WITHIN SHEAR CONE. (1) STHD14 @ EA. END OF WALL. IF GARAGE CURB EXCEEDS 8", USE STHDRJ's MONOLITHIC FOUNDATION EMBED STRAP(S) @ GARAGE OPENING DETAIL DETAIL IS ONLY REQUIRED WHEN SPECIFIED ON PLAN. (1) #4 or #5 CONTINUOUS @ 3" FROM TOP. 4" CONCRETE SLAB #4 or #5 VERTICALS @ EACH CORNER, EACH SIDE OF ELEVATION T CHANGE, & 48" o/c THEREAFTER. II Id7~ BEND MIN. 12 INTO SLAB. 8" MIN. 48" MAX. - 1- Ii II Ih GRADE -77'I: i -I films I I I II II - II II iiul- III!_ OPTIONAL 8x8 BRICK CONTINUOUS MONOLITHIC EXTERIOR LEDGE W/ (1) #4 OR #5 FOOTING AS FOLLOWS: CONTINUOUS. 1 -STORY: 12" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 16" WIDE w/ (3) #4 or (2) #5's O ELEVATED MONOLITHIC EXT. FOOTING DETAIL STEMWALL DETAIL (MAX. 5 EXPOSED COURSES) OPTIONS: MONOLITHIC DETAIL 1 OR ELEVATED MONO DETAIL 9 CONTACT E.O.R. FOR STEMWALLS OVER 5 EXPOSED COURSES (1) STHD14RJ @ EA. END OF WALL STEMWALL FOUNDATION (UP TO 2 -COURSES) MSTCM40 w/ (14) 1/4"x2-1/4" TITENS CMU/FOOTING AN[ 16d SINKERS TO FR) STEMWALL FOUNDATION (OVER 2 -COURSES) F-- 4" CONCRETE SLAB 777 ,4 4 v � , 12" MIN 45X •° 45 1 I :_I I� CONTINUOUS FOOTING AS FOLLOWS: 1 -STORY: 16" WIDE w/ (2) #4 or (2) #5's 2 -STORY: 20" WIDE w/ (3) #4 or (2) #5's INTERIOR BEARING FOOTING DETAIL OFFICE M 0 N 0 L �I T H � S 'T E M W A L L \\\\\\\\\\\\\\\\ ���oO�O�000000000000000O�oo�o00��0��000000000�000 IN G❑D WE TRUST IM MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT" DRIVE, STE. 3 3T. AUGUST"INE - FL - 32092 I G,C�.A. �fi2�ai394 - (904} 342-3751 JOB NUMBER J 1 3 3 2 1 PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A, 104 �m . No 64010 x - TATE 17 41J O R ��;-,� 110 A ��N,*%� 4/2❑/ 1 S 2 U Q W m ul J U Q F_ F_ Z W J � C)W U] � Q Z Z � Q N -1 O =J Q � � a Q J W N Z Q Z i W ❑ J :1 O � _jao� PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 A, 104 �m . No 64010 x - TATE 17 41J O R ��;-,� 110 A ��N,*%� 4/2❑/ 1 S 5 -1/4"x9 -1/i (2.OE) PO (SECTION VIEW) FLOOR TRUSS GIRDER w/ MIN. 2x8 BOTTOM CHORD 4.62-5.50SDS wLUMN CAP 44 #2 SYP PT POST @ PORCH HD w/ (1) ABU44 @ BA.SE. r --- --- -- (2)2x12 I I II x I I� N j I I m ... 7 ---- I I � cuEARWALL TOP ATES STOP AT POST (FACE VIEW) (2)2x10 - GIRDER. GIRDER. COLUMN CAP, SEE DETAIL 4ply 2x6 POST @ N E SWS1-* SHEATHING OPTIONS I--------- � - EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" IIIA � II l 4 --- IIII � rn l COI— II x X - 5/16" HARDI-PANELZ II N 411/611 SW6 ;III, l N ----------- ------- SW4 III I II I 2 2x6-1 ) r4 N 7/16" RATED OSB 1'2 _ 3ply r 3" / 12" 4ply SYP O DOUBLE SIDED SW4 7/16" RATED OSB 4" / 1211 4ply SYP et DOUBLE SIDED SW3 7/16" RATED OSB III I Z I l Ln � -------,-------------------------------°-= 'II (2)2x10 - GIRDER. GIRDER. COLUMN CAP, SEE DETAIL 4ply 2x6 POST @ N E SWS1-* SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" IN ME MEN II l 4 --- II I rn l COI— 611/1211 X - 5/16" HARDI-PANELZ II N 411/611 SW6 ;III, z N SW4 III I 4" / 12" 2 2x6-1 ) SW3 7/16" RATED OSB 1'2 3" / 12" 3ply r 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 4" / 1211 4ply SYP VIII: DOUBLE SIDED SW3 7/16" RATED OSB III I Z I l ----------------------------------------------------- _----....... � -------,-------------------------------°-= 'II x ............................... NOTE: FULLY S EATH SWS1 a. ._ D rj •' SHEAR WAL (IIIA TOein Z I II H Ir o > j l l v z_ -. I,:•' PORCH WALL. r m Z III I' w I; N in 0 I- -- '� -- --------------- I III I EACH WINDOW/DOOR. , O (2)2x10 - GIRDER. GIRDER. COLUMN CAP, SEE DETAIL 4ply 2x6 POST @ N E SWS1-* SWS1-* I —� I ij 4- SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" IN ME MEN 1ply 5/16" HARDI-PANELZ --- II I rn w O COI— 611/1211 X - 5/16" HARDI-PANELZ ..... .. I l 411/611 SW6 7/16" RATED OSB 1'2 z I- p "' SW4 III I 4" / 12" 2 2x6-1 ) SW3 7/16" RATED OSB 1'2 3" / 12" 3ply 7/16" STRUCTURAL 1 RATED OSB 1,2 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 4" / 1211 4ply SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB III I Z cn O ----------------------------------------------------- _----....... -------,-------------------------------°-= 'II x ............................... NOTE: FULLY S EATH SWS1 ri----------- /0 ._ N •' SHEAR WAL I PRIOR TOein I ill Ir I X Q = GARAGE DOOR D.P. ......_ ...............__. _ .... _ ............................__... - -- .....................F MfNG. N fEikSE - .. _ .._ _..Q...� ; -. I,:•' PORCH WALL. r m Z III I' w z_w EPOS-T$€Tov€ in 0 - -- --------------- - -- :..-:: _-..... _....__.- EACH WINDOW/DOOR. O � II III -- Y_ __ I = �u -=----------------- @ GIRDER.r Q w N Il II N vIII� _ _._.... -I - - ---- - 0 v� .......... '(2)2x6-- I-- (2) 1-3/4 x11-1/4�� LVL -2 1 f I ATTACHED TO EACH N c -I `n c�7 O --- 16" o/c MEMBER ATTACHED TO (1) SIDE OF GIRDER DS 3 * DSW3-* w/ (3) 1/4"x3-1/2" -/ .31x3"-N,AI��;�2�, o/c•:� - - - v' SDS SCREWS. --- X CU J �l— SHEAR PANEL �'., _,r I I I (SEE SHEET FR3 FOR i t III I 3! �— I I III l I I N ... I \ (3 2x12 "4 x I III x I' I!' v 111111 -- -- �; I I N 1 I t. N I II IIII --- ---------- (1).ABU66 @ BASE. jI 6x6 #2 SYP PT POST 6x6 #2 SYP PT POST — — — _ -- x @ PORCH HDR w/ f ` 6x6 #2 SYP PT POST i (1) ABU66 @ BASE. (1) ABU66 @ BASE. @ PORCH HDR w/ (1) ABU66 @BASE. ---— x 00 -- --��_�_- ----- N SWS1-* I —� I ij 4- C--- -1 '--_-__ ---------------------------- --'I��I I Ll SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" 6" / 12" 1ply 5/16" HARDI-PANELZ I--- I II I rn w O COI— 611/1211 X - 5/16" HARDI-PANELZ ..... .. I l 411/611 SW6 C--- -1 '--_-__ ---------------------------- --'I��I I Ll 6x6 #2 SYP PT POST @ PORCH HDR w/ (1) ABU66 @ BASE. 2x PLATE ATTACHED TO EACH INTERSECTING TRUSS OR BLOCKING w/ (2) .131x3" NAILS. PORCH SHEATHING PER PLAN 2x WALL STUDS @ 16" o/c - 7/16" RATED SHEATHING — ATTACHED TO EACH PLATE (TOP & BOTTOM) w/ 8d NAILS @ 6" o/c. RATEDSHEATHING— ATTACHED TO EACH PLATE (INSIDE & OUT) w/ 8d NAILS @ 6" o/c. 1st FLOOR EXTERIOR WALL STUDS PERPENDICULAR TRUSSES OR BLOCKING PER DETAIL A/FRD. GYPSUM WALL/CEILING BOARD. HEADER PER PLAN. 2x WALL STUDS PER PLAN. DETAIL P/FR1 POCKET S.G.D. HDR DETAIL WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD TYPICAL j DOWN SCHEDULE (TD PAGES) SHEARWALL i FOR HOLD DOWN OPTIONS. CALLOUT ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" 6" / 12" 1ply 5/16" HARDI-PANELZ 611/611 II I _ 611/611 w O 7/16" RATED OSB 1,2 611/1211 1ply 5/16" HARDI-PANELZ ..... .. 3/8" SMARTSIDEZ 411/611 SW6 7/16" RATED OSB 1'2 z I- p "' SW4 7/16" RATED OSB 1'2 4" / 12" 2ply SW3 7/16" RATED OSB 1'2 3" / 12" 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB 1,2 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 4" / 1211 4ply SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB III I Z cn O ----------------------------------------------------- _----....... ;III I' � � z Y — Ir I X Q = GARAGE DOOR D.P. ......_ ...............__. _ .... _ ............................__... - -- ------- ------------ ; III I' w z_w EPOS-T$€Tov€ ------------- --------------------------------------------------------------_,:::;:.. - EACH WINDOW/DOOR. O -- - __ -- = -=----------------- -------"22x10=1-CONTNUOUS --------- ................: .. . _...._._...._..... ...__......... - - ...... - ._.. - .....__..__...__......._..__ .........-._.............._..._. _ _._.... -I 2x12 PT LEDGER 0 v� .......... '(2)2x6-- I-- (2) 1-3/4 x11-1/4�� LVL -2 1 f I ATTACHED TO EACH `n c�7 --- 16" o/c MEMBER 0 o DS 3 * DSW3-* w/ (3) 1/4"x3-1/2" N LuWSW24x9 SIMPSON SDS SCREWS. X CU J SHEAR PANEL N (SEE SHEET FR3 FOR 3! DETAILS) -� (3 2x12 --------------------- -- -- �; 6x6 #2 SYP PT POST (3)2x12 @ PORCH HDR w/ --- ---------- (1).ABU66 @ BASE. 6x6 #2 SYP PT POST 6x6 #2 SYP PT POST @ PORCH HDR w/ @ PORCH HDR w/ 6x6 #2 SYP PT POST (1) ABU66 @ BASE. (1) ABU66 @ BASE. @ PORCH HDR w/ (1) ABU66 @BASE. 6x6 #2 SYP PT POST @ PORCH HDR w/ (1) ABU66 @ BASE. 2x PLATE ATTACHED TO EACH INTERSECTING TRUSS OR BLOCKING w/ (2) .131x3" NAILS. PORCH SHEATHING PER PLAN 2x WALL STUDS @ 16" o/c - 7/16" RATED SHEATHING — ATTACHED TO EACH PLATE (TOP & BOTTOM) w/ 8d NAILS @ 6" o/c. RATEDSHEATHING— ATTACHED TO EACH PLATE (INSIDE & OUT) w/ 8d NAILS @ 6" o/c. 1st FLOOR EXTERIOR WALL STUDS PERPENDICULAR TRUSSES OR BLOCKING PER DETAIL A/FRD. GYPSUM WALL/CEILING BOARD. HEADER PER PLAN. 2x WALL STUDS PER PLAN. DETAIL P/FR1 POCKET S.G.D. HDR DETAIL WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD TYPICAL j DOWN SCHEDULE (TD PAGES) SHEARWALL i FOR HOLD DOWN OPTIONS. CALLOUT ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB1" 6" / 12" 1ply 5/16" HARDI-PANELZ 611/611 3/8" SMARTSIDEZ _ 611/611 SW6HP 7/16" RATED OSB 1,2 611/1211 1ply 5/16" HARDI-PANELZ 6" / 6" 3/8" SMARTSIDEZ 411/611 SW6 7/16" RATED OSB 1'2 6" / 12" 2ply SW4 7/16" RATED OSB 1'2 4" / 12" 2ply SW3 7/16" RATED OSB 1'2 3" / 12" 3ply SWS1 7/16" STRUCTURAL 1 RATED OSB 1,2 3" / 12" 4ply SYP DSW4 DOUBLE SIDED SW4 7/16" RATED OSB 4" / 1211 4ply SYP DSW3 DOUBLE SIDED SW3 7/16" RATED OSB 311/ 12„ 5ply SYP NOTES: 1. EXTERIOR STUCCO FINISH REQUIRES ONE: a. 7/16" SHEATHING GRADE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32" OSB) TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS. HARDI-PANEL AND SMARTSIDE NOT ALLOWED WITH 24" o/c FRAMING. STUD WALL LEGEND ® = 2x4 #2 SPF @ 16" o/c. ® = 2x4 #2 SPF @ 12" o/c. ®= 2x6 #2 SPF @ 24" o/c.' ® = 2x6 #2 SPF @ 16" o/c. ®= 2x8 #2 SPF @ 16" o/c. ® = OTHER, SEE PLAN 1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL SHEATHING SCHEDULE. HEADERS # OF PLIES REFER TO SCHEDULE BELOW (2)2x6-1/*-* I FOR KING STUDS, U.N.O. NOMINAL SIZE OF RAISED HDR IF HEADER (#2 SYP, U.N.O.) LABELED "RSD". NUMBER OF JACK CONTINUOUS IF STUDS EACH SIDE LABELED "CONT". KING STUDS MAX. OPENING WIDTH N PLATE NON -STUCCO FINISH STUCCO FINISH vi HT 4' 6' 8' 12' 16' 18' 4' 6' 8' 12' 16' 18' 8'R 1 1 1 2 _2T3 1 2 2 4 5- 9'R 1 1 2 3 4 4- - - - - - x 10'R 1 2 2 4 5 - - - - - - - �' 12' R 8'R 1 1 1 1 1 1 1 1 1 1 1 1 Q 9'R 1 1 1 1 1 1 1 1 1 1 2 2 010'R 1 1 1 1 2 2 1 1 1 2 2 3 j 1 1 1 1 2 i2j 3 1 1 2 3 5 5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. STUD COUNT MAY BE REDUCED IF FRAMED SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR CONTINUOUS HEADERS. END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE PRESSURES SHALL APPLY TO COMPONENTS & CLADDING. ALL OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR COMPONENTS & CLADDING. IN G❑D WE TRUST LJOBUMBER 321 PRIOR VERSION DATES SHEET FR 1 I 1A m0 tr P' BALLOON WALL TO UNDERSIDE GABLE TRUSS. l im SW6-G38 2)2x4 (;)2x4-: SW6-G38 iIN m ( )2x4- r2 y: -POST GIRDER. 2ply POST @ GIRDER. END ZONES z I I O wO ---------------------------------- METAL' 15/32" EDGE FIELD Z 0 11 Z w o APPROVAL. z...N BE PLACED @ EACH END OF 1ply SHEAR WALL. REFER TO HOLD TYPICAL i' I SHEARWALL FOR HOLD DOWN OPTIONS. CALLOUT 6" / 12" u SW4 x Q= 2ply SW'3 7/16" RATED OSB 1'2 3" / 12" % N W I l 3" / 12" 4ply SYP 2ply POST @ GIRDER. 6x6 #2 SYP PT POST @ PORCH HDR. 2ply J,CK POST BEWEE r d II I• EAC4 WI :DOW/DOOR. N II (2)2 6-1- 0NTIN OUS t' k J3-* SW3-* ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR END ZONES ZONES i! SHINGLE 7/16" 8d RING SHANK 8d RING SHANK METAL' 15/32" EDGE FIELD EDGE FIELD TI LE 15/32" 1 6" o/c 12" o/c 4" o/c 4" o/c 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. 7/16" RATED OSB1,Z BE PLACED @ EACH END OF 1ply SHEAR WALL. REFER TO HOLD TYPICAL DOWN SCHEDULETD PAGES) ) I SHEARWALL FOR HOLD DOWN OPTIONS. CALLOUT 6" / 12" L--- -- SW4 7/16" RATED OSB 1" 4" / 12" 2ply SW'3 7/16" RATED OSB 1'2 3" / 12" 3ply SW:�1 x 3" / 12" 4ply SYP DSVV4 DOUBLE SIDED SW4 7/16" RATED OSB it SYP SpYIP DSVV3 N 311/1211 5ply SYP <, E 6x6 #2 SYP PT POST @ PORCH HDR. 2ply J,CK POST BEWEE r d II I• EAC4 WI :DOW/DOOR. N II (2)2 6-1- 0NTIN OUS t' k J3-* SW3-* ROOF SHEATHING PANEL TO BE APPLIED WITH LONG DIMENSION PERPENDICULAR TO TRUSSES/RAFTERS SIZE INTERIOR END ZONES ZONES END POST SHINGLE 7/16" 8d RING SHANK 8d RING SHANK METAL' 15/32" EDGE FIELD EDGE FIELD TI LE 15/32" 1 6" o/c 12" o/c 4" o/c 4" o/c 1. MAY BE 7/16" PROVIDED THAT METAL ROOFING MANUFACTURER ALLOWS PER FLORIDA PRODUCT APPROVAL. WALL SHEATHING ALL SHEATHED WALLS TO BE TIED IN TO ROOF/FLOOR SYSTEM ABOVE PER DETAIL A/FRD (ROOF) OR B/FRD (FLOOR). SHEAR WALL ID, REFER TO ------- WALL SHEATHING SCHEDULE 1 (FR PAGES) AND TO STUBBIE SW6 - 012 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB 1,2 SPACING SCHEDULE (TD PAGES) 1ply 5/16" HARDI-PANEL! 6" / 6" SHEAR WALL HOLD DOWN TO 6" / 6" SW6HP 7/16" RATED OSB1,Z BE PLACED @ EACH END OF 1ply SHEAR WALL. REFER TO HOLD TYPICAL DOWN SCHEDULETD PAGES) ) I SHEARWALL FOR HOLD DOWN OPTIONS. CALLOUT 6" / 12" L--- -- ID SHEATHING OPTIONS 8d NAILING (EDGE/FIELD) END POST EXTERIOR WALLS w/ NO ID 7/16" RATED OSB 1,2 6" / 12" 1ply 5/16" HARDI-PANEL! 6" / 6" 3/8" SMARTSIDEZ 6" / 6" SW6HP 7/16" RATED OSB1,Z 611/1211 1ply 5/16" HARDI-PANEL! 6" / 6" 3/8" SMARTSIDEZ 411/611 SW6 7/16" RATED OSB'"! 6" / 12" 2ply SW4 7/16" RATED OSB 1" 4" / 12" 2ply SW'3 7/16" RATED OSB 1'2 3" / 12" 3ply SW:�1 7/16" STRUCTURAL 1 RATED OSB 1,2 3" / 12" 4ply SYP DSVV4 DOUBLE SIDED SW4 7/16" RATED OSB / 12 SYP SpYIP DSVV3 DOUBLE SIDED SW3 7/16" RATED OSB 311/1211 5ply SYP NOTES: 1. EXTERIOR STUCCO FINISH REQUIRES ONE: a. 7/16" SHEATHING GRADE ORIENTED WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL STUDS. b. 15/32" SHEATHING GRADE. c. 7/16" STRUCTURAL 1 GRADE. 2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c STUDS REQUIRE THE WALL SHEATHING (7/16" or 15/32" OSB) TO BE INSTALLED HORIZONTALLY WITH THE LONG DIMENSION PERPENDICULAR TO THE STUDS. HARDI-PANEL AND SMARTSIDE NOT ALLOWED WITH 24" o/c FRAMING. STUD WALL LEGEND ul ® = 2x4 #2 SPF @ 16" o/c. ® = 2x4 #2 SPF @ 12" o/c. ®= 2x6 #2 SPF @ 24" o/c? ® = 2x6 #2 SPF @ 16" o/c. ® = 2x8 #2 SPF @ 16" o/c. ® = OTHER, SEE PLAN OTHER AREAS MAY USE 1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL SHEATHING SCHEDULE. HEADERS # OF PLIES REFER TO SCHEDULE BELOW (2)2x6-1/*-* FORKING STUDS, U.N.O. NOMINAL SIZE OF RAISED HDR IF HEADER (#2 SYP, U.N.O.) LABELED "RSD". NUMBER OF JACK CONTINUOUS IF STUDS EACH SIDE LABELED "CONT". KING STUDS MAX. OPENING WIDTH N PLATE NON -STUCCO FINISH STUCCO FINISH HT 4' 6' 8' 12' 16' 18' 4' 6' 8' 12' 16' 1E 8'R 1 1 1 2 2 3 1 2 2 4 5- J Q 9'1 1 1 2 3 4 4 - � 10'1 1 2 2 4 5 - - - - - - - �`' 12' 1 8'1 1 1 1 IT, 1 _17-1-1-1 1 77 Q 9'1 1 1 1 1 1 1 1 1 1 1 2 2 10'1 1 1 1 1 1 2 2 1 1 1 2 2 3 1 _LLL 3 =5 NOTES: 1. ONLY ONE (1) KING STUD REQUIRED FOR ALL INTERIOR OPENINGS. 2. STUD COUNT MAY BE REDUCED IF FRAMED SOLID TO ADJACENT EXTERIOR WALL CORNER. 3. USE WIDTH OF TOTAL OPENING FOR CONTINUOUS HEADERS. END -ZONES CORNERS IDENTIFIED & DIMENSIONED INDICATE WALL SEGMENTS WHERE END -ZONE PRESSURES SHALL APPLY TO COMPONENTS & CLADDING. ALL OTHER AREAS MAY USE INTERIOR -ZONE PRESSURES FOR COMPONENTS & CLADDING. \\\O\\\\\\\\\\\00\\\\\\\\\\\\\00\00\\\\\\O IN G❑D WE TRUST I MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTINE - FL - 32092 C.C.A.*26894 - (904)342-3751 JOB NUMBER J 1 3 3 2 1 2 U Q W m U Z ul W !— Z Q � Q N :3 a O Q JOU' z= IL CJ Isz W N Z3: 1- < > Q � W O J 1 0� PRIOR VER��10��AES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET cul 1T PROJECT ENGINEER BRYAN A. MURRAY FL PE #64010 tj����� GEN Z4� � a"°p `ate ° ;�.� r00 No 64010 STATE Off` m O' 111111110 4/20/1 8 I 2 2 FR3 STRONG—WALL— WOOD SHEARWALL 3 FR3 STRONG -WALL WOOD SHEARWALL DOUBLE PORTAL ASSEMBLY A -r Arl i \ i(-\ i Trn i H CURB �v 4. 4 PORTAL. TOP CONNECTION 2/2" NAILS MIN, ROUGH OPENING HEIGHT 2ply 1-3/4°x11—�I/4" LVL. )ED WITH WSW R TALLER AP EDGE 2ply 1- LEAR SPA R ROUGH OPENING HEIGHT H CURB ROUGH OPENING HEIGHT 5%2° 6'-11%2" 6" 7'-0" 0„ 7,-1Y2„ 5%2" 8'-23/4„ 6" 8'-3%4„ _D ROUGH OPENING HEIGHT ABLE VALUE, SPECIFY ER PANEL AND TRIM AS THE STRONG—WALL' WOOD MAY BE TRIMMED TO A __IGHT ❑F 74%2", OWN GARAGE HEADER MAY D FOR CORRECT ROUGH EIGHT, TO PROVIDE %$" GAP BETWEEN WSW AND CONCRETE. ENSURE =VEL AND SMOOTH BENEATH )R FILL AS NECESSARY. PLACE STRONG—WALL WO❑D SHEARWALL OVERTHE ANCHOR BOLTS AND SECURE WITH WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT FIT REQUIRED; D❑ NOT USE AN IMPACT WRENCH, • USE 15/6" WRENCH FOR 7/e NUT • USE ,1%2" WRENCH FOR 1" NUT STRONG—WALL WOOD SHEARWALL ° o • o .. °° • HEX NUT AND •• •• STRUCTURAL • ° • • WASHER o°o a d .. d a d.' d.a SEE FOUNDATION PLAN ° FOR ANCHOR BOLT EMBEDMENT & PLACEMENT IN G❑D WE TRUST JOB NUMBER J 1 3 3 2 1 SHEET FR3 � @ i Y NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO 411 TRUSS w/ 8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING 3" o/c. 8d NAILS @ 3" o/c. TRUSS w/ 8d TRUSS w/ 8d TO BLOCKING WITH NAILS @ 3" o/c. NAILS @ 3" o/c. o/c 8d EDGE 2x4 #2 SYP 2x #2 SYP NAILING SPECIFIE BLOCKING. ENGINEERED ;'I CONTINUOUS FROM ENGINEERED ON PLAN. ROOF TRUSS. ENGINEERED �yl TOP PLATE OF -�� 7/16 THICK (MIN.) ��- ENGINEERED ATTACH EACH BRACE ROOF TRUSS. ROOF TRUSS. ROOF TRUSS. SHEATHING TO TOP/SILL PLATE w/ SHEATHED -WALL TO ADJACENT TRUSS. ATTACHED TO (4).131x3" NAILS. 2x4 #2 SYP NAILER 2x MUST MATCH OR NAILER, TOP PLATE ATTACH EACH ATTACHED TO AND BLOCKING w/ BRACE TO EACH 2x4 #2 SPF LEDGER NAIL TRUSS EXCEED LENGTH OF TRUSS BOTTOM ATTACH SHEATHING FOR STUCCO TRUSS BOTTOM i�- ATTACHED TO TRUSS BOTTOM CHORD - SHEATHED -WALL. CHORD w/ .131x3" 8d NAILS @ 3" o/c. TO UPPER TOP FINISH: PROVIDE CHORD w/ (3) w/ (4) .131x3" NAILS @ TO 2x BLOCKING �� NAIL 2x BLOCKING TO NAILS @ 3" o/c. ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ .131x3" TOENAILS. EACH INTERSECTING w/.1310" NAILS TOP PLATE w/.1310" TRUSS TO TOP PLATE w/ .131x3" EDGE NAILING 16" o/c FOR 15/32' TRUSS MEMBER. USE @ 3„ o/c. NAILS @ 3 o/c. SPECIFIED ON PLAN. SHEATHING 2x4 #2 SYP BRACES @ WHEN BOTTOM TOENAILS @ 3 o/c. APPLIED 12" o/c ALONG WALL CHORDS ADJACENT TO 11.25 MAX. 161 MAX. VERTICALLY. LENGTH. WALL ARE AT DIFFERING HEIGHTS. OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL - HIGH HEEL PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6" IN HEIGHT A/FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) 2x4 PLANK ORIENTED NAIL FLOOR SHEATHING NAIL FLOOR BRACES @ 48" o/c. TO TOP CHORD OF ATTACH FLOOR SHEATHING SHEATHING TO TOP ATTACH TO TOP CHORDS TRUSS w/ 10d NAILS @ TO 2x4 #2 SYP PANEL EDGE CHORD OF FLOOR w/ (4) 10d TOENAILS) 3" o/c. BLOCKING/RIBBON BOARD TRUSS w/ 10d ATTACH EACH BRACE WITH 10d NAILS @ 3" o/c. ATTACH FLOOR NAILS @ 3" o/c. FASTEN FLOOR DECKING SHEATHING TO 2x4 TO LATERAL BRACE w/ (4) TO TOP/SILL PLATE w/ SEE BLOCKING PANEL #2 SYP PANEL EDGE 10d COMMON NAILS. ENGINEERED (4) .131x3" NAILS. DETAIL OR SHEATH BLOCKING WITH ENGINEERED FLOOR TRUSS. i SHEATH FLOOR TRUSS CONTINUOUS TO 10d NAILS @ 3" o/c. FLOOR TRUSS. 2x4 DIAGONAL BRACE @ ADJACENT TO SHEAR RIBBON BOARD. 48" o/c. ATTACH WALL w/ 7/16" RATED , " ATTACH B.C. OF DIAGONAL BRACE TO ATTACH EACH TRUSS TO TOP PLATE BRACE TO EACH SHEATHING ATTACHED w/ ENGINEERED � 7/16" RATED ,�= ; ' LATERAL BRACES w/ (4) 8d NAILS @ 3" EDGE & 12" FLOOR TRUSS. w/.1310" NAILS @ 10d COMMON NAILS AT TRUSS BOTTOM SHEATHING 3" o/c. FIELD. BLOCK ALL PANEL ATTACHED EACH END. CHORD w/ (3) EDGES. SHEATHINGEXTEND WALL .131x3" TOENAILS. LENGTH TO MATCH w/ 8d NAILS @ 3" o/c. SHEATHING TO 2x4 PLANK ORIENTED SHEAR WALL LENGTH. FLOOR TRUSS TOP BRACES @ 48" o/c. 2x4 #2 SYP BRACES @ ATTACH PANEL EDGE 2x4 #2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF 12" o/c ALONG WALL ADDITIONAL 2x4 SYP BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE LENGTH. TOP PLATE ABOVEE AT ALL PANEL SHEAR WALL. ATTACH PLATE w/ .131x3" CHORD w/ 8d NAILS w/ (4) 10d NAILS. TO TOP PLATE w/ TOENAILS @ 3" o/c. EDGES. @ 3" o/c. .131x3" NAILS @ 3" o/c. BLOCKING PANEL DETAIL OPTION #1 OPTION #2 OPTION #3 OPTION #4 SHEATHED WALL TIE -1N TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO CONTINUOUS S EATHED WALL TIE-IN TO EXTERIOR WALL - TRUSS/JOISTS PARALLEL EACH SIDE TRUSSES PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL -------------- B/FRD (SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) PORCH H"-" PER PLAN O1 RATED VINYL CEILING OVER 1x4 #2 SYP OR 2x4#2 SPF PURLINS SPACED AT 12" o/c AND ATTACHED WITH (2) .131x3" NAILS TO EACH INTERSECTING TRUSS. MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. CEILING PER ( MIN. w/ 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d OPTION 1 OR 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. UNLESS NOTED ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE OTHERWISE ON & TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . PLAN. PORCH SHEATHING DETAILS PORCH HEADER PER PLAN NOTCH PORCH HEADER 3" AROUND TOP PLATE AND POCKET INTO WALL AS SHOWN. SUPPORT PORCH HEADER w/ (1) 2x PER Y 'TAIL J/FRD AIL 6/TDD. POCKET PORCH HEADER INTO WALL AS SHOWN. SUPPORT PORCH HEADER w/ (1) 2x PER PORCH HEADER PLY. OPTION 1 PORCH HEADER PL . OPTION 2 (NON -PLATED PORCH HEADER) (PLATED PORCH HEADER) PORCH HDR /WALL INTERSECTION DETAIL C/FRD PORCH DETAILS HEADER PER PLAN IF>16",ADD CRIPPLE STUDS @ 16" o/c. ATTACH HEAD/SILL TO JACK STUD PER SCHEDULE. WIDTH ATTACHMENT 0-11' (4).1310" TOENAILS 11'-16' (6) .131x3" TOENAILS 2x BLOCKING FOR ARCH WINDOWS w/ (2).1310" NAI LS/END. FOR OPENINGS > 4' SEE DETAIL J/FRD OR DETAIL 2/TDD. NAIL LEAD KING STUD TO • • � .,,__f -HEADER OR TOENAIL PER SCHEDULE BELOW KING TO HDR NAILING HDR DEPTH .131x3" NAILS 4" (2) PER PLY 6" (3) PER PLY 8"(4) 10" PER PLY (5) PER PLY I 12" (6) PER PLY 14" (7) PER PLY 16" (8) PER PLY 18" PER PLY - IF > 16", ADD CRIPPLE STUDS @ 16" o/c. H/FRD TYP. OPENING DETAIL NOTE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING MEMBERS PER MANUFACTURER's INSTRUCTIONS. 2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP CHORD OR BLOCKING w/ (3) .131x3" TOENAILS. BRACE TOP CHORD OF TRUSSES BELOW OVERFRA ING w/ 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS ENGINEERING w/ (2) 8d NAILS PER INTERSECTING TOP CHORD. LAP SPLICES MIN. (2) TRUSSES. #2 SPF CRIPPLES @ 4' /c PER 2x6 #2 SYP RAFTERS @ 24" o/c. 4' o/c 12//" 12//" ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) WALL SHEATHING (SEE FR SHEETS) TOP PLATE EXTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE ROOF SYSTEM - ROOF SHEATHING (SEE FR SHEETS) TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE WALL SHEATHING (SEE FR SHEETS) SHOE PLATESHOE PLATE -•--f- 2x4 #2 SYP RIBBON BOARD ATTACHED --��-FOUNDATION - SEE FD SHEETS TO EACH INTERSECTING TRUSS w/ (3) 1 -STORY WALL SECTION .131x3" NAILS. SIZE 2ply 2x (MATCH WALL STUD) GRADE - - ....... . #2 SYP --------------- --------- ----- -.................................................................................................................................. .........., (2) ROWS OF .131x3" NAILS @ 12" o/c 2x4 w/ 2x4 "T" BRACE' STAGGERED. TIGHTEN TO 6" o/c j NAIL PATTERN STAGGERED @ ALL WALLS LABELED SW3/SW4 OR ATTACH WALL OR BLOCKI SHEATHING TO UPPER PLY OF TOP BRACED AS SPECIFIED PLATE. (1) SPH @ LOWER I' I' ! i; MIN. 48" w/ (24) .131x3" NAILS IN LAP LAP SPLICE UPPER PLY LAP OVER HEADERS ENGINEERING. WHERE POSSIBLE. K/FRD TYPICAL WALL SECTIONS WALL SHEATHING (SEE FR SHEETS) TOP PLATE INTERIOR WALL STUDS - SEE FRAMING PLAN FOR SIZE SHOE PLATE TOP PLATE INTERIOR WALL STUDS -SEE FRAMING PLAN FOR SIZE SHOE PLATE -�I�-FOUNDATION - SEE FD SHEETS -rZr 2 -STORY WALL SECTION -' y,= "r , 2x6 #2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF i 1, / " �'_ - 4' EACH SIDE OF PEAK, AND 6' o/c SHEATHING w/ 8d RING -SHANK NAILS @ 4 ' ;1 x ? 1 THEREAFTER. BRACE TO ATTACH TO o/c WITHIN 4' OF END OF GABLE RAKE. K; ~J¢ MID -PT OF BLOCKING EACH END. 4r -r 1 2x4 #2 SYP OUTLOOKERS @ 24 o/c ADD 2x4 #2 SYP T -BRACE TO ANY (MAX RAKE = 24" o/c). FASTEN rI 1 BRACE GREATER THAN 9 IN LENGTH OUTLOOKERS TO FIRST FULL HEIGHT SCHEDULE BELOW. ATTACH TO BOLTS NAILS w/ .131x3 NAILS @ 6 o/c. TRUSS w/ (3).1310" TOENAILS. ADD RAFTER w/ (3) .1310" AILS. 2" 2x BLOCKING BETWEEN ALL SOLID SAWN (SYP) HEADERS I OUTLOOKERS ABOVE TOP PPLE MA HX T 2ply/3ply 2x- (2) ROWS OF 10d COMMONS. I PLATE/CHORD TOENAILED @ 6" o/c. SCL LUMBER (LSL, LVL, PSL) CRI BRACE LEG ATTACHED TO E/FRD BM/HDR CONNECTION DETAIL TOP CHORD w/(3) 2x4 -- 6'-3" 2x4 w/ 1x4 "T" BRACE! 9'-10" 2x4 w/ 2x4 "T" BRACE' 11'-2" *ATTACH #2 SPF "T" BRACE w/ .131x3" NAILS @4" TO CRIPPLE o/c. I 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS. 2ply/3ply 1-3/4" (DEPTHS 14" AND GREATER) - (3) ROWS OF 12d NAILS. 2ply 3-1/2" OR 4ply 1-3/4" - (2) ROWS OF 1/2" BOLTS. j j I (1) H2.5 @ EACH 2x4 #2 SYP BLOCKING @ OUTLOOKER TO TOP VALLEY NAILER ROOF TRUSS x TOP CHORDS. ATTACHED TO 2x6 #2 SYP FLAT BLOCKING @ TOENAILS @ 6" o/c. ALL ATTACH LOWER TOP OPTION 2 INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ BRACE LEG. ATTACH TO EACH PLATEFORM IF CRIPPLE DOES NOT BEAR DIRECTLY TRUS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO TRUSS BOTTOM CHORDS w/ FRAMED STUDS ABOVE TRUSS TOP CHORD, ADD 2x4 #2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN (4) .131x3" TOENAILS. PER PLAN. SPF BLOCKING BETWEEN ADJACENT .1310" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) 3" o/c 8d NAILS NO HORIZONTA JOINTS ALLOWE 3" o/c 8d NAILS. 3" o/c 8d NAILS. NO HORIZONTAL - JOINTS ALLOWED. 3" o/c 8d NAILS. WALLS. 10dx1-1/2" NAILS EACH SIDE OF JOINT. PLATFORM FRAMED - - OR G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL5/TDD FOR STRAPPING REQUIREMENTS BRACE LEG ATTACHED TO E/FRD BM/HDR CONNECTION DETAIL TOP CHORD w/(3) CHORD/TOP PLATE. (3).1310" OENAILS@ 1 STRAP @ EACH CRIPPLE TO TOP CHORD 131x3" NAILS. I'. I' GABLE END TRUSS CHIMNEY TO RAFTER/TRUSS OR BLOCKI G BELOW. OPTION 1 BRACED AS SPECIFIED OR 2x4 (1) SPH @ LOWER I' I' ! i; BY DELEGATED TRUSS (3) .1 1x3" TOP PLATE TO I ENGINEERING. TOENAILS @I DOUBLE END RAFT R TO 2ply I 1; I i POST. ! ATTACH BOTTOM 2x4 #2 SYP :.... CHORD TO TOP --------------- PLATE / 131 3" VALLEY NAILER ROOF TRUSS x TOP CHORDS. ATTACHED TO 2x6 #2 SYP FLAT BLOCKING @ TOENAILS @ 6" o/c. ALL ATTACH LOWER TOP OPTION 2 INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ BRACE LEG. ATTACH TO EACH PLATEFORM IF CRIPPLE DOES NOT BEAR DIRECTLY TRUS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO TRUSS BOTTOM CHORDS w/ FRAMED STUDS ABOVE TRUSS TOP CHORD, ADD 2x4 #2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN (4) .131x3" TOENAILS. PER PLAN. SPF BLOCKING BETWEEN ADJACENT .1310" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) 3" o/c 8d NAILS NO HORIZONTA JOINTS ALLOWE 3" o/c 8d NAILS. 3" o/c 8d NAILS. NO HORIZONTAL - JOINTS ALLOWED. 3" o/c 8d NAILS. WALLS. 10dx1-1/2" NAILS EACH SIDE OF JOINT. PLATFORM FRAMED - - OR G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEE DETAIL5/TDD FOR STRAPPING REQUIREMENTS M/FRDI CHIMNEY OVERFRAMING SQ PN'L�` TRUSS SCAB RAFTER TO TOP CHORD OF TRUSS w/.1310" NAILS @ 4" o/c. 2x4 #2 SYP SCAB: MAX OVERHANG 20" 2x6 #2 SYP SCAB: MAX OVERHANG 42" N/FRD RAFTER SCAB DETAIL NOTE: GARAGE DOOR TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE w/ APPLICABLE MANUFACTURER's INSTRUCTIONS. JAMB LAG SCREWS MAY BE OMITTED PROVIDED SCREWS FASTENING GARAGE DOOR TRACK ARE INCREASED IN LENGTH BY 2" OR THE DEPTH OF THE JAMB MATERIAL. IF DISTANCE FROM SUB FASCIA TO 1st OUTLOOKER EXCEEDS 32", DOUBLE 1st OUTLOOKER ONLY. ELEVATION VIEW i is II I SLOPE TOP PLATE l TO MATCH ROOF ! (I I PITCH. i l 1 II I'; II it II H I I I! 11 II I' I it I II I I I II I li 11 ! ! I II NOTE: OUTLOOKERS/BLOCKING MAY -BALLOON BE OMITTED PROVIDED A FULL HEIGHT FRAMED STUDS GABLE END TRUSS IS PROVIDED OR PER PLAN WALL IS FRAMED CONTINUOUS TO ROOF DECK AND THE GABLE RAKE DOES NOT EXCEED 12". BALLOON FRAMED 2x GARAGE DOOR JAMB ATTACHED TO JACK/KING POST w/ (1) ROW OF 5/16"x3" LAG SCREWS @ 24" o/c FOR OPENINGS UP TO 10' IN WIDTH AND @ 12" o/c FOR OPENINGS UP TO 18' IN WIDTH. GARAGE DOOR _..� ....__..____._ _. _.------------------ _ ---- .„ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\�\\\0�����00000000����00�000�0��00000�00�0�0 �������O�O\�OOOOO�OOOO�oO0o00�000\�o0O�0�o00` IN G❑D WE TRUST IMM MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTIN - FL - 32092 C.O.A. #26394 - (904) 342-5751 JOB NUMBER J 1 3 3 2 1 rPR�IORVERSION DATES SHEET (1) MTS12 OR (1) MSTA18 STRAP @ EACH CORNER OF CHIMNEY TO RAFTER/TRUSS 2x4 #2 SYP BLOCKING TOP CHORD BETWEEN TRUSSES OR 2x4 BELOW CHIMNEY BLOCKING WALLS w/ (4) .131x3" BELOW. TOE/END NAILS AT EACH END OF BLOCKING TO TOP CHORD OF I'RUSS OR RAFTER. ROOF TRUSS TOP CHORDS. M/FRDI CHIMNEY OVERFRAMING SQ PN'L�` TRUSS SCAB RAFTER TO TOP CHORD OF TRUSS w/.1310" NAILS @ 4" o/c. 2x4 #2 SYP SCAB: MAX OVERHANG 20" 2x6 #2 SYP SCAB: MAX OVERHANG 42" N/FRD RAFTER SCAB DETAIL NOTE: GARAGE DOOR TO BE ATTACHED TO FRAMING MEMBERS IN ACCORDANCE w/ APPLICABLE MANUFACTURER's INSTRUCTIONS. JAMB LAG SCREWS MAY BE OMITTED PROVIDED SCREWS FASTENING GARAGE DOOR TRACK ARE INCREASED IN LENGTH BY 2" OR THE DEPTH OF THE JAMB MATERIAL. IF DISTANCE FROM SUB FASCIA TO 1st OUTLOOKER EXCEEDS 32", DOUBLE 1st OUTLOOKER ONLY. ELEVATION VIEW i is II I SLOPE TOP PLATE l TO MATCH ROOF ! (I I PITCH. i l 1 II I'; II it II H I I I! 11 II I' I it I II I I I II I li 11 ! ! I II NOTE: OUTLOOKERS/BLOCKING MAY -BALLOON BE OMITTED PROVIDED A FULL HEIGHT FRAMED STUDS GABLE END TRUSS IS PROVIDED OR PER PLAN WALL IS FRAMED CONTINUOUS TO ROOF DECK AND THE GABLE RAKE DOES NOT EXCEED 12". BALLOON FRAMED 2x GARAGE DOOR JAMB ATTACHED TO JACK/KING POST w/ (1) ROW OF 5/16"x3" LAG SCREWS @ 24" o/c FOR OPENINGS UP TO 10' IN WIDTH AND @ 12" o/c FOR OPENINGS UP TO 18' IN WIDTH. GARAGE DOOR _..� ....__..____._ _. _.------------------ _ ---- .„ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\�\\\0�����00000000����00�000�0��00000�00�0�0 �������O�O\�OOOOO�OOOO�oO0o00�000\�o0O�0�o00` IN G❑D WE TRUST IMM MURRAY ENGINEERING INCORPORATED 157 HAMPTON PT DRIVE, STE. 3 ST. AUGUSTIN - FL - 32092 C.O.A. #26394 - (904) 342-5751 JOB NUMBER J 1 3 3 2 1 rPR�IORVERSION DATES SHEET CCQ4.52-5.50SDS COLUMN CAP TO GIRDER 5-1/4"x9-1/4" PSL (2.0e) POST (1) HDQ8 @ BASE PSL POST & OF SHEARWALL ENC POST `LJEARWALL TOP ATES STOP AT POST ICArF VIPXA/l V 0 B0 a i (1) R O (1) M$TA24- @JAI K P ST TO 4EADER W/ ) LT 20B @I,BASE. POST w/ (2) ATR's. (3) MSTA24's @ -I R D ER -T6 POST -w (1) HTT4 @ BASE. — (3) MSTA24's @ GIRDER TO POST w/ SWS1-* (1) H8 or TSP @ END POST TO TOP PLATE w/ (1) HDU14 @ BASE. (1)IDQ8 CSF END PO 1 � 1 -� -00 I II 'I — (.6 ----- ?:LC = - - (1) HDQ8 @ BASE OF (2) HTS20's @ W/ (1) H 1 14 QC0 tSAJt. -- — —--------- ------------------------------------..................--......_....._........._................----------- ......_--------------.-------..................--$----�------......._............_... (1) HDQ8 OF END POST (1) HTS20 @ HDR LTT20B @ BASE. O lfl N � I � I I I j SEE SHEET FR3 j WALL DETAILS. I I ------ ----- _ — ----------------- - �\.......::,.. ......................_....... I I LI DSW3-* -------------------- FI --------------i ----------------� ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHO�NN: H8 OM n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 2/TDD FOR STRAPPING AT OPENINGS ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, THE CONNECTIONS MUST EXCEED THE CAPACITY OF THE CONNECTION SPECIFIED ON THIS PLAN. ��\\\\O\\oo00\\00000000000000000oo\O�\ \\\\\\000\\\0000 IN 130 WE TRUST SDWC INSTALLATION GUIDELINES JOB NUMBER MAY BE SKEWED UP J 1 332 1 TO 30' PROVIDED IT GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: i I WALL SHEATHING SCHEDULE PLAN SPEC. (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO ATR BE PLACED @ EACH END OF QT SHEAR WALL. REFER TO HOLD TYPICAL I 3/8" ATR QTB O G38 W/ (1) H 1 14 QC0 tSAJt. -- — —--------- ------------------------------------..................--......_....._........._................----------- ......_--------------.-------..................--$----�------......._............_... (1) HDQ8 OF END POST (1) HTS20 @ HDR LTT20B @ BASE. O lfl N � I � I I I j SEE SHEET FR3 j WALL DETAILS. I I ------ ----- _ — ----------------- - �\.......::,.. ......................_....... I I LI DSW3-* -------------------- FI --------------i ----------------� ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. TRUSS TO PLATE CONNECTIONS (1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO TOP PLATE OR HEADER UNLESS DENOTED AS SHO�NN: H8 OM n n (1) H8 (1) MTS12 OTHERWISE FOLLOW SPECIFIC CALL OUT ON PLAN SEE DETAIL 5/TDD FOR GABLE STRAPPING AND DETAIL 2/TDD FOR STRAPPING AT OPENINGS ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED, THE CONNECTIONS MUST EXCEED THE CAPACITY OF THE CONNECTION SPECIFIED ON THIS PLAN. ��\\\\O\\oo00\\00000000000000000oo\O�\ \\\\\\000\\\0000 IN 130 WE TRUST SDWC INSTALLATION GUIDELINES JOB NUMBER MAY BE SKEWED UP J 1 332 1 TO 30' PROVIDED IT GENERAL FULL LENGTH ATR/QT LOCATIONS ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL THREAD ROD OR BLUE QUICK TIE CABLE SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES ALL THREAD RODS / QUICK TIE CABLES TO BE LOCATED AS FOLLOWS: 1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN. 2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST OF ONE SIDE OF EACH EXTERIOR CORNER. LOCATE ON SIDE OF UPPER PLATE SPLICE LAP. 3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE HEIGHT CHANGE. 4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER TOP PLATE SPLICE. 5. SPECIFIC LOCATIONS DENOTED BY THE FOLLOWING SYMBOLS: SHEAR WALLS SHEAR WALL ID, REFER TO OPTIONS WALL SHEATHING SCHEDULE PLAN SPEC. (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO ATR BE PLACED @ EACH END OF QT SHEAR WALL. REFER TO HOLD TYPICAL I 3/8" ATR QTB O G38 3/8" ATR QTG 0 012 1/2" ATR BEAM/HDR QTO 0 058 5/8" ATR (1) CS16 QTO X58 5/8" Al (2) CS16's N/A SHEAR WALLS SHEAR WALL ID, REFER TO I WALL SHEATHING SCHEDULE (FR PAGES) AND TO STUBBIE SW6 - 012 SPACING SCHEDULE (TD PAGES) SHEAR WALL HOLD DOWN TO BE PLACED @ EACH END OF SHEAR WALL. REFER TO HOLD TYPICAL I DOWN SCHEDULEPAGES TD ( ) (SHEARWALL; FOR HOLD DOWN OPTIONS. CALLOUT i HOLD DOWN SCHEDULE OPTIONS SWOVER ID ATR' QT' SIMPSON' BEAM/HDR B38 3/8" ATR QTB 6TT2Z (1) CS16 G38 3/8" ATR QTG HTT4 (2) CS16's 012 1/2" ATR QTO HTT4 (2) CS16's 058 5/8" ATR QTO HDQ8 (3) CS16's X58 5/8" ATR N/A HDQ8 (3) CS16's * PER PLAN PER PLAN PER PLAN PER PLAN 1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST. 2. ATR / QT SPACING TO BE MAINTAINED or ATTACH END POST TO TOP PLATE w/ (1) SPH. STUBBIE SPACING SEE DETAIL 7/TDD FOR STUBBIE OPTIONS STUBBIE SPACING1 SHEAR WALL ID INTERIOR EXTERIORZ WALL WALL WALLS w/ NO ID NONE REQ. 96" o/c, SW6HP 64" o/c 36" o/c SW6 42" o/c 24" o/c SW4 28" o/c 16" o/c SW3 22" o/c 12" o/c SWS1 18" o/c 10" o/c DSW4 14" o/c 8" o/c DSW3 10" o/c 6" o/c NOTES: 1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR WALLS OVER WOOD FLOOR SYSTEM. 2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF EACH SHOE PLATE BREAK (SHEATHED WALLS ONLY). 3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL HAS ATR's OR QT CABLES INSTALLED. PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET TD 1 ,R E" I U Q W m U Z Q � Z � Q N -1 a J O W N Z Q D W O J � W � Ja01- PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET TD 1 ,R E" 2nd FLOOR ATR/QT SPACING PLAN • REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL 2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW. • REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS OVER OPENINGS EXCEEDING ROD SPACING SPEC'D. • REFER TO DETAIL 3/TDD FOR PORCH HDR/POST STRAPPING DETAILS, U.N.O. SW6-G38 GIRDER %BA0, / (1) CS16 0 i 121 1 D . :. TO POST 1w/ 1 6 @ BASE TO (1) MSTA24 @ EACH HEADER TO POST w/ (2) CS16's @ BASE TO POST BELOW. 0 TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. IN G®D WE TRUST I U Q i � i W � i l �IiI -IIII II - Il -- ---------------- Iitl III I I �4 i II I Q _H_I G H U P H FBF OV -E -R ' _ __ - I I � , i� ... I I .... ......... -- ----- ---- - ....._ --- -- ----- . -- u W I—QJ -. :_ ---._ .................................. 8M..�USSTS - ::.-: _ :_--_-.-_-_-------- it I --- - _--__.................................--.-_----_-- --- _--------------------------------- 0 Q J REFER TO DETAIL 1/TDD, Z a .... _-------------------------------------- FOLLOW .- :. .:- -: - ::-- .--. --.---- .._._ --- _.._............................. OPTIONS. FOLLOW HIGH.<, LJ N Z Q O 3: UPLIFT OPTIONS SHOWN ON _. _.__ _ _ _ _ _._ .— W C) < J � II II , DETAIL 2JTDD WHERE -------.f ___. li APPLICABLE I II I I III II � II II II i L[ (1) HTS20 @ - - ----- ------ (1) HTS2C.-@. --- .� GIRDER TO POST w/ GIRDER TO POST�nr/_—.., l BASE 10 CS16 PA 70 ---------- -- - VICIVID,Rp9lE E 1111 ii II I I I I —--- ::............,II __ ---�--_ 1 II ( lil -- <\ --- zo ~Q II I I _ -- II rI i 1) H8 or TSP @ END I I II VIII P ST TO OP PLA E �r, i II l w/ 3) CS1 ;'s @ BASE T :HEADER BELO ' -� (1) 8 o TSP @ N D r --- i - - _ _ _ -- ----------------- -------- I i� .i I I i PO":T T TOP PLATE III II ` w/ ( ) C 6'S @ ASE i. li -- - — i I TO -- EA ER BELOW, _....... _...... -- - SW3-* — — z — SW3-* I - 3-* I (1) MSTA24 @ EACH HEADER TO POST w/ (2) CS16's @ BASE TO POST BELOW. 0 TIE -DOWN PLAN SCALE: 1/4"=1'-0" • SEE COVER SHEET (CS) FOR TRUSS TO PLATE CONNECTION NAIL SIZE AND QUANTITIES. • SEE COVER SHEET (CS) FOR HOLD-DOWN INSTALLATION DETAILS. • SEE TIE -DOWN DETAIL SHEET (TDD) FOR GENERAL TIE -DOWN DETAILS. IN G®D WE TRUST PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET TD2 Y I U Q W m U Z Q � Z ul W I—QJ Z 2 QN-1O- 0 Q J � Z a 3 LJ N Z Q O 3: > W C) < J � w _ PRIOR VERSION DATES DESIGNED BY: SDM DRAWN BY: TPM CHECKED BY: BAM SHEET TD2 Y CLIP OIC SCREW PEF PLAN (REFER -0 DETAIL 5 FOIA GABLE CONDITION) NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX.**_ SHOE PLATE TO MEMBER BELOW NOTE: TOP /TOP PLATE ON STUD TO SHOE PLATE (1) SDWC15600 SCREW (2) SDWC15600 WALL PER PLAN. (1) SDWC15600 @ MAX. 32" o/c. PROVIDED THA' or NOTE: WHEN HIGH UPLIFT ) DSF @ BASE OF (1) SP1 OPTION IS NOTED ON PLAN USE SPH's @ 48" o/c. w/ MTS12 FOR @ BASE (2) SDWC15600 SCREWS JACK/KING POST H2.5T OR CONV. METAL OPTION ATTACHED TO HDR w/ @ MAX. 24" o/c. JACK/KING OST I TO SHOE PLATE. BEAM, GIRDER, SEE FULL � LENGTH DROPPED BLOCKING, OR ATE. y, PERPENDICULAR TRUSS/JOIST/BEAM. WALL OVER SUPPORT MEMBER BELOW J (1) SDWC15600 1/TDD I CONVENTIONAL STRAPPING DETAILS CLIP OR SCREW PER PLAN (REFER TO DETAIL 5 FOR GABLE CONDITION). ATTACH TRUSS TO TOP PLATE ON SHEATHED SIDE OF WALL PER PLAN. SHEATHING MUST BE APPLIED PER DETAIL J/FRD. CUT SECTION HEADER MAY BE FLUSH (AS SHOWN) OR DROPPED. WALL TO HEADER STRAPPING IS NOT REQUIRED IF ATR SPACING SPECIFIED IS MAINTAINED. n ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. NOTE: JACK/KING TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) MSTA12 OR (1) CS22 @ BASE OF JACK/KING POST DIRECTLY TO MEMBER BELOW. SCREWS ALSO NOT REQUIRED IF STRAPPING IS SPECIFIED ON PLAN. (2) SDWC15600 SCREWS or (1) TSP @ KING POST TO TOP PLATE. SEE DETAIL 2/TDD FOR STRAPPING OF TOP PLATE TO HEADER. (2) SDWC15600 NOTE: TOP /TOP PLATE ON PLATE TO HDR INTERIOR SIDE OF (2) SDWC15600 WALL PER PLAN. SCREWS or (1) DSP (2) SDWC15600 SCREWS PROVIDED THA' Q SCREWS or ( ) DSF @ BASE OF TO FLUSH HDR w/ ATTACH TO HDI SPH's @ 48" o/c. w/ MTS12 FOR @ BASE OF JACK/KING POST H2.5T OR CONV. METAL OPTION ATTACHED TO HDR w/ SDWC15600. JACK/KING OST I TO SHOE PLATE. SEE FULL � LENGTH DROPPED TO SHOE P ATE. i (2) SDWC15600 - = - =J� _> SCREWS @ SHOE PLATE TO MEMBER BELOW. OPENING OVER PARALLEL MEMBER (2) SDWC15600 SCREWS or (1) TSP @ KING POST TO TOP PLATE. SEE DETAIL 2/TDD :OR STRAPPING F TOP PLATE TO HEADER. (2) SDWC15600 SCREWS @ SHOE PLATE TO EACH INTERSECTING MEMBER EACH SIDE OF JACK/KIN( POST. OPENING OVER PERPENDICULAR MEMBER NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS. ATTACH TRUSS TO NOTE: TOP /TOP PLATE ON PLATE TO HDR INTERIOR SIDE OF STRAPPING MA' WALL PER PLAN. BE OMITTED (2) SDWC15600 SCREWS PROVIDED THA' Q ATTACH TOP PLATE EACH TRUSS IS SEE SINGLE STORY OPTIONS TO FLUSH HDR w/ ATTACH TO HDI SPH's @ 48" o/c. w/ MTS12 FOR ATTACH EACH FLOOR TRUSS TO EACH SPECIFIES ALTERNATIVE H2.5T OR CONV. METAL OPTION ATTACHED TO HDR w/ SDWC15600. (1) H8, TSP, or SP2 SDWC TO BE INSTALLED SKEWED BETWEEN 10° AND 30° FROM VERTICAL. ATTACH HDR TO TOP PLATE w/ SDWC15600's @ 24" o/c SKEWED m BETWEEN 10° AND 30° FROM VERTICAL. SDWC SCREW OPTION ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. WALL TO HEADER STRAPPING IS NOT REQUIRED OPENING OVER HDR BELOW IF ATR SPACING SPECIFIED IS MAINTAINED. NOTE: FOR OF ENINGS WITH JACKS/KINGS n OVER HEADER BELOW ATTACH KING POST TO TOP PLATE w/ (2) SDWC15600 SCREWS CLIP OR SCREW or (1) TSP AND ATTACH BASE OF JACK/KING PER PLAN POST TO HDR BELOW w/ (1) CS22, UNLESS I (REFER TO DETAIL NOTED THERWISE ON PLAN. I 5 FOR GABLE I j i CONDITION) 1 NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. SHOE PLATE TO MEMBER BELOW STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX. STUD TO SHOE PLATE (1) SDWC15600 SCREW CLIP OR SCREW @ MAX. 32" o/c.or ` PER PLAN (1)SPI OPTION IS NOTED ON PLAN USE (REFER TO DETAIL (2) SDWC15600 SCREWS 5 FOR GABLE Q -� CONDITION) SEE SINGLE STORY OPTIONS N FOR ATTACHMENT OF 1st STUD TO TOP PLATE FLOOR TOP PLATE TO HDR. ATTACH EACH FLOOR TRUSS TO (1) SDWC15600 ALTERNATIVE FLOOR STUDS ARE or ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR (1) H8, TSP, or SP2 w/ CS22's) SEE FULL � LENGTH DROPPED N 32" o/c MAX.**® ATR DETAIL HEADER Z STUD TO SHOE PLATE J (1) SDWC15600 or t' (1) H8 SDWC TO BE INSTALLED SKEWED BETWEEN 10° AND 30° FROM VERTICAL. ATTACH HDR TO TOP PLATE w/ SDWC15600's @ 24" o/c SKEWED m BETWEEN 10° AND 30° FROM VERTICAL. SDWC SCREW OPTION ** HIGH UPLIFT OPTION ** REQUIRED WHEN NOTED ON PLAN **TIGHTEN TO 16" o/c MAX. FOR "HIGH UPLIFT" OPTION. NOTE: FOR 24" o/c FRAMING USE (2) SDWC15600 SCREWS or (1) SPH4/6/8 @ EACH STUD TO TOP/SHOE PLATE. ** LOW UPLIFT OPTION ** BASED ON SUPPORTING ROOF SPAN SPACING MAY BE INCREASED TO 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. WALL TO HEADER STRAPPING IS NOT REQUIRED OPENING OVER HDR BELOW IF ATR SPACING SPECIFIED IS MAINTAINED. NOTE: FOR OF ENINGS WITH JACKS/KINGS n OVER HEADER BELOW ATTACH KING POST TO TOP PLATE w/ (2) SDWC15600 SCREWS CLIP OR SCREW or (1) TSP AND ATTACH BASE OF JACK/KING PER PLAN POST TO HDR BELOW w/ (1) CS22, UNLESS I (REFER TO DETAIL NOTED THERWISE ON PLAN. I 5 FOR GABLE I j i CONDITION) 1 NOTE: STUD TO SHOE PLATE AND SHOE PLATE TO MEMBER BELOW CONNECTIONS MAY BE REPLACED w/ (1) CS22 @ BASE OF STUD DIRECTLY TO MEMBER BELOW. SHOE PLATE TO MEMBER BELOW STUD TO TOP PLATE (1) SDWC15600 or (1) H8, TSP, or SP2 32" o/c MAX. STUD TO SHOE PLATE (1) SDWC15600 SCREW (1) SDWC15600 @ MAX. 32" o/c.or NOTE: WHEN HIGH UPLIFT (1)SPI OPTION IS NOTED ON PLAN USE (2) SDWC15600 SCREWS @MAX. 24" o/c. Q -� SEE SINGLE STORY OPTIONS N FOR ATTACHMENT OF 1st FLOOR TOP PLATE TO HDR. ATTACH EACH FLOOR TRUSS TO (NOT REQUIRED IF 2nd i I' (I� TOP PLATE w/ (1) SDWC15600 FLOOR STUDS ARE (NOT REQUIRED IF 2nd FLOOR ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR CS22's. w/ CS22's) CUT SECTION 2/TDD WALL OVER HEADER STRAPPING DETAILS ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERSABOVE. THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY. k* HIGH UPLIFT OPTION REQUIRED WHEN NOTED ON PLAN *TIGHTEN TO 16" o/c MAX. =0R "HIGH UPLIFT" OPTION. OTE: FOR 24" o/c FRAMING ISE (2) SDWC15600 SCREWS or (1) SPH4/6/8 D EACH STUD TO TOP/SHOE PLATE. K* LOW UPLIFT OPTION BASED ON SUPPORTING ROOF SPAN PACING MAY BE INCREASED 48" o/c WHEN SUPPORTED ROOF TRUSSES SPAN NO MORE THAN 12'. –(1) FULL LENGTH ATR WITHIN 2" OF HEADER POST. PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) FULL LENGTH ATR WITHIN 2" OF END POST, ONE SIDE OF CORNER. PLATED CONDITION (1) FULL — SHOWN. NOTCHED LENGTH ATR HEADER APPLIES. OF HEAHIN 2" OF HEADER POST. �— PLATED CONDITION SHOWN. NOTCHED HEADER APPLIES. (1) H2.5A/T @ HDR TO POST w/ (1) H2.5A/T @ BASE TO POST/TOP PLATE BELOW. ONLY (1) H2.5A/T REQUIRED IF HEADER BEARS DIRECTLY ON TOP PLATE. PORCH HDR @ WALL PORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). L_ PORCH HDR, SEE PLAN. PORCH POST, SEE PLAN. ABU (12) 16d 5/8" x 6" EMBED \-- COMMON (.162) EPDXIED ATR. x 3-1/2" NAILS. PORCH HDR @ POST CORNER 3/TDD PORCH HDR STRAPPING DETAILS PORCH HDR, SEE PLAN. 5/8" x 6" EMBED EPDXIED ATR. (1) MSTA24 @ EACH PORCH HDR TO COLUMN (MIN. (2) MSTA24's PER COLUMN). PORCH POST, SEE PLAN. GENERAL NOTES 1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP" 2 -PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTION". EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOIA ALL QUICK TIE (QT) CABLES. 2. NAIL DIAMETERS: 8d COMMON =.131 16d SINKER = .148 10d COMMON =.148 16d COMMON =.162 3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE. 4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT OR 2" PER FLOOR LEVEL - WHICHEVER IS LESS. 5. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE. 6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL THREAD ROD. ABU 3/8"x6" TITEN HD w/ CUT WASHER (12) 16d 3/8"x6" EMBED 1/2"x7" CAST -IN - COMMON (.162) EPDXIED ATR PLACE "J" BOLT x 3-1/2" NAILS. w/ NUT & CUT w/ NUT & CUT WASHER WASHER PORCH HDR @POST NOTE: IN THE EVENT WALL CAVITY SPACE DOES NOT ALLOW REQUIRED STUBBIE, IT IS ALLOWABLE TO USE AN LTT20B @ BASE OF WALL POST IN G❑D WE TRUST WN MURRAY ENGINEERING INCORPORATE 157 HAMPTON PT DRIVE, STS. 3 5T. AUGUSTINE - FL - 32002 G.(J.A. #2684 - (004) 3�€2-3751 JOB NUMBER J 1 3 3 2 1 PRIOR VERSION DATES OPTION 2 ATTACH TOP PLATE TO GABLE END [BOTTOM CHORD w/ SIMPSON SDWC OR 1/4"x6" SDS SCREWS @ 5' o/c. FOR OPENINGS GREATER THAN 5' BUT NO LARGER THAN 18', INSTALL (2) SCREWS EACH SIDE OF OPENING. 5/TDD GABLE END TIE -DOWN DETAIL BALLOON FRAMED SHEET GABLE END ATTACH STUDS TO TOP PLATE w/ (1) H8 AND TO SHOE PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) CS22 @ 48" o/c MAX. ATTACH SHOE PLATE w/ 3/8"x6" EMBED EPDXIED ATR STUBBIES @ ATR/STUBBIE SPACING SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH TOP PLATE STRAPPING ON SAME SIDE AS LTP4'S. OPTION 1 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ LTP4's @ 5' o/c. I U Q W ED U � N J Z J Ul W I-QZW 2 Q N ] D 0 aa�3 W N Z Q D W O J > W � �ao� PRIOR VERSION DATES OPTION 2 ATTACH TOP PLATE TO GABLE END [BOTTOM CHORD w/ SIMPSON SDWC OR 1/4"x6" SDS SCREWS @ 5' o/c. FOR OPENINGS GREATER THAN 5' BUT NO LARGER THAN 18', INSTALL (2) SCREWS EACH SIDE OF OPENING. 5/TDD GABLE END TIE -DOWN DETAIL BALLOON FRAMED SHEET GABLE END ATTACH STUDS TO TOP PLATE w/ (1) H8 AND TO SHOE PLATE w/ (1) SSP OR TO BEAM/HDR BELOW w/ (1) CS22 @ 48" o/c MAX. ATTACH SHOE PLATE w/ 3/8"x6" EMBED EPDXIED ATR STUBBIES @ ATR/STUBBIE SPACING SPECIFIED ON PLAN. NOTE: IF OPTION 2 IS FOLLOWED, ATTACH TOP PLATE STRAPPING ON SAME SIDE AS LTP4'S. OPTION 1 ATTACH TOP PLATE TO GABLE END BOTTOM CHORD w/ LTP4's @ 5' o/c. 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OF BUILDINOCOVERAOE: PERVIOUS PAYERS TOTAL: 110/0 OF PAVER 00\/EI21AGE (50%): AG PADS: "' IZ OF PAVER & HVAC COVERAGE TOTAL IMPERVIOUS: 3b.34% 530.q5 5.F. 4.0b% 20.00 5.F. n1 0.31 W/o 42.13% 20' FRONT, B. i _.L• D CITY 51DElNALI< MUST BE CONCRETE � WATER: JEA SEWER: JEA ELECTRIC: JEA 99'bb-� Eb'bb�° LE'bb� REQUIRED *NSITE WATER RETENTION 358 PLAZA PERVIOUS PAYER ?APRON AND RIBBON DRIVE &WALKWAYS G COMMUNITY DEVECOP ENT APPROVED ROVED PLAN -, 3445 W Q W M CN_.� W mo=-� T A LA TLIOF'Oi'E'li' Hoo 7'yyTO7YO �4 (iF f 2' Lill° E'G"p�L?5" OF iii yTFI' .C.�Cf Y. A ,i s^on t^Tn rerrtr T }-�d2, LF ~ � o Q 0' 1O' a 40' L O W O v IO C v F, rn E a' w GRA C CALF U1 •r � x v� NOTES,• SCALE 1"=20' L v L a = try. �if��'^AxhP,��}i)N��(Z2$ -WOW H4 E" ' ARF' s1My k1 ; O 2 x L. £ xK38++TiY "' Ck r'.Y: .a � ""' �""'3.f ZA hZW Fl, EDL N .O C J. C 10--23-1 PLAZA s O� u� J WMu# O N 01 1 21.p 50 00 fDLA T °® ajFOUND rn rn > E '- , t wi 7'IJO 5f0, 07 Com tf nrC% CAP. sago, o �o J E L FOUND 1127 P. 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JO° 11.91' Mva rn 7 `�= -0 1 O w a10° U.L u 41����� S89;29',30'W 49.85'COWUMO � 'o `L° POUND t/2'fP FOUND t P. 5`0. 00 PLA T NO CAP NOCAP. ;; L o ° C � L 30 LOT 0 Zu� 3 v� w .LOT v L (0 :E C +� O o fn 4- fO 9 7749 NORMANDY BOULEVARD #145-306 SYMBOLS; JACKSONVILLE, FLORIDA 32221 -- x-�-- NK o I� v +� aCi -�E Co '-� 0 1- PHONE (904)624-3399 RO NEYSONSt AOL.COM —� - CE FENCE 0 F a) m m v Io v 2 EREBYC Y TO E ROW INC -- --ARE FENCE v v v o m L � a ;o � -E—ELECTRIC LINE OLD REPUBLIC NA7TONAL 777ZE" INSURANCE COMPANY 71 07NY P. KEx1 Y P.A �Ls UTILITY POLE' .,� t1vV = � O THIS SURVEY MEETS THE STANDARD OF PRACTIC A SET FORTH BY TIS FLORIDA BOAIz13 t £ tF Al 1.A1iD' SURVEYORS ASID WELL MAPPERS IN CHAPTER 5J-17.050-17.053 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO Q L � v E U C N _r 0 L SECTION 472.027 FLORIDA STATUTES; ASPHALT FEMA FLOODINSURANCE RATE INFORMATION PERTAINING 7O LANDS sv1 HEREON- v O 4- o (n - v U ��� ovERIIEaD ON IRAN. 103TCO4t13ii 06-03-13 DUVAL OA7E' CI UNTY L 3RIDA` � v @ +., c v 01 0 P D.C.-POINT OF COMMENCEMENT I$':L 1 C I EII d AI�17 SEIRVETOR N --NORTH S-SOUT8, E -CAST "-LEST CONCRETE .:_ P O.B.-P01NT OE BEGINNING PLOP, -PFI ED C%L-CENTER LANE EX. --EXCEPTION EYP,_TY I O v C c L L a(VEI—�-E -0 AL P C. -POINT OF CURVATURE ,8-%11 N" BUSINESS RF. -FINISH FL EL. --ELEVATION P�S M -PRI SSIDNAL SURVEY TIk9APPER P T. -POINT OF TANGENT O:R.V;-OFF1ClaL RECORDS VOLUME BLK.-8L FND.-FOUND _ u 01 C G_ E LE-JACICSONykLLE 6L.ECTRIC AUTHORITY PRC. POkNF OF REVERSE CURdATURE O:R.B,- CIAL RECORDS BgOK LPA -IRON PIPE RD.-REBAR P:R.M.-PERMANENT REFERENCE MONUMENT P c.C. POINT OF GOMPCSIJND CURVATURE D.B.-C?EED BOiiK PG. -PAGE L J � O . >' J � �, C CONC.-CONCRETE AfC-AIR CONDITIONER 81 Vi? � I LsL£UA t I a. -LANE F L POINT IF INTERSECTION P B. --PLAT BOOK MB -MAP BOOB ESMT - ENT ELEC.--ELECTRIC RD-ROAE3 � Ns. -� && SEC. -SECTION P.C.P.-PERMANENT CONTROL POINT CO. -COUNTY FL -FLORIDA CL L u v O 0n a •L 4,v C B.R.L.-BUILDING RESTRICTION LINE -TO SHIP RNG. GE P„R,P.-PERMANENT REFERENCE POINT AVE. -AVENUE ST. -STREET RZ.B.L-FLOOD ZONE BOUNDARY LINE P.L.S.-PROF£SSIONAL SURVEYOR CT. -COURT C.B.D.- TORO BEARING AND DISTANCE AaPPI2O APPROAMATE R RIGHTGTH U C � V) '3 v1 > 'v m L-A RY L -ARC LENGTH R -RADIUS COMP. -COMPUTED RAD. -RADIAL O KNOW ASI Nq 'QRN FORMERLY LNO OCATED GROIS UND SURVEY A -DELTA ANGLE T --TANGENT P --PLAT C- P., D-D 11 �v N.G.a1L[ 3: '2 v a O JURISDICTIONAL WETLANDS WERE NOT LCiCATED TN1S SLtF2VEY I g DENOTES d lC {E MONUMENT DATE SIGN 1D17 EASEMENTS OF RECORD WERE NOT PROVIDED F"IDR TLi1S StiRVEY: m C v 4, E v DENOTES IRON PIPE THIS SURVEY DOES NOT DETERMINE OWNERSHIW, SET DENOTES SET aj$"x 18" dHIS SURVEY NOT VALID WLTHfiUT EMBa3SSED j �� O � +, c >= v v v SEAL REBAR L8.5684hTHC3hJ1 PAULI'IEIL 56E$$ N v O U > Lu 41 {j L :E>. V > > - a L W L v L a U c: = O IO O 41 v j' -� L too- L v P R SCOTT WILLIAMS THE ORIGINAL ,--I v v c ro a o ” Qt I., I: N'_v > L v S EY ABOVE INDICATES 2 718 S,Fm � � � .0 a:s in IMPERVIOUS AREA. THE NEW "v o° z o a4 E .-� v U IMPERVIOUSAREA IS 2 777,51� t'L tr , � c ,c WHICH IS BELOW THE TOTAL ALLOWABLE _CN c' L �o_@- �� 1 L. U) 1 O V O O U OF 3,718 S.F. ALLOWING NO ONSITE �+ L O � o 0 _d � DARINAGE & GUTTERS TO BE REQUIRED.t:�_t 0:� L_ v 01t v nf6 m U c cu 3 > L6 ca—m5 � n L C n 41 � (] U O U) v L C CONTRACT NOTE: CONTRACT AND >E0`° J N U +' p SPECIFICATIONS TAKE PRECEDENCE � 1 o�o OVER THESE D RAWINGS. ANY CONFLICT N � 0U WILL DEFAULT TO SAID DOCUMENTS,�> our-'= v v N r O N 'z3 J U IN 5 ri' 01 u 2 -0 N L +; vi as 03- U � coi O X En (0 v 0 v PLAN -, 3445 W Q W M M W NZ Hoo iii M O Lu ce W Q o m oCgU� Q � w o W WMu# 00 m C7 z w Lu w wU a J VI r m a_ O c CL uj W a Q � z Q W1-11 J �i LLJ V Z DATE: DATE: 5/30/2018 SCALE: 11i = 101-011 SHEET: A-2 W M M NZ Hoo iii M O Lu ce W Q o m oCgU� � w o W WMu# 00 m o ~a z Lu w wU a W VI r m 0 - DATE: DATE: 5/30/2018 SCALE: 11i = 101-011 SHEET: A-2 Effll _ tNIT � 1 i - AIN KPA E E i _ 71U_ PE _ - L _ - NARN, _ — — lwl _ - > & — � _ __ — — IN — — LU INN i _ a e Al 1—NN INz m _ _ ri ,s _�pmsa%%% u TE _> g __ N v _ _ RA C-70 D aly, 41- ANNNNN—_0 u i ��0 _ -- M 0 _ - 'N NAM ijE" A -MENT M NN"NNN R� g -—Tf�Ulz AMO' -T - U =] ,. c• �J M Mae _ u - I- dx„Y SJ � EL � 39 � s q: w 41 0 Q 3 -, ,x" V" c CU ro _j E L j 42 i idl J, X �! L + t¢ L - � x w I C { (6 of m 3 O '`2 € C? 'L 61 Q ri v v 0 Q z 0 Zi 0 mo 4-1L 0 o .' U ,_ (U ° � 0 _im° i Ui. m Ca +' R U! 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In combustible construction, fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations: 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs, as follows: 1.1. Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet (3048 mm). 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R302.7. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and floor level, with an approved material to resist the free passage of flame and products of combustion. The material filling this annular space shall not be required to meet the ASTM E 136 requirements. 5. For the fireblo king of chimneys and fireplaces, see Section R1003.19. 6. Fireblocking o cornices of a two-family dwelling is required at the line of dwelling unit separation. OUTDOOR 5HOINER N ROOF NOTES: FASCIA: PLUMB CUT HIP SAVE OVERHANG: 1611 CONTRACT NOTE: CONTRACT AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. F\ I ■ V W Z W H � M M W Z N cD Q (' Mo W o I � W \ \♦ I Q°'LU BEI o V) WMU 00 J f Z a z w g I � V F r, 5TUB FOR O ce FUTURE 51NK 1 CL LOFT/h a Q � Ll II II \ Z a H J II w a \ II U \ Z \ II II GABLE OVERHANG: 1211 FASCIA: 1X6 W/1X2 DRIP PCVC COATED ALUMINUM SHINGLES: 30 YEAR ARCH FIBERGLASS ROOF PITCH: 6/12 2ND FLOOR TRUSS HEELS. 10 1 T FLOOR TRUSS HEELS: STANDARD VENTS: OFF—RIDGE PER PLANeiyDEVE`O?OE COM�uN V �® FLOOR SYSTEM : 2411 SYSTEM 42 TYPE �® DECKED WITH 3/4" T&G GLUED & SCREWED m C� �� ,v�L �v En v= �o (L)4E o 4 - a oi C 4 L c�CU N � X ��Lvd o En— X 0C U Off+' J anc Q) 'n o'er E"' o m_j (V L .2 a UI M 2 a rn '0 4 + 'M rn >, L p pt aJ C3 �o vt� C Ca, ami n v Ia c> ,-� U t •L a., p- (-V Cn41 a� E 'IV =3 =3 41 a C Mm 2 0M0M� C' Q 0 '� L >0m, > ° '0 O M C V O a) cp N +' N °ira-) J > U oL �1-In >'�'05 >, OL .v .o C0 (MnC O 4 v �a 4, C),M� cosi., � �3C.00 -C L_ 4 >- rn-o arov U !_ 5. (A `It= 'n O ° 0. 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V _{ C 7 cl: i_ {/1 Q C CL w fa ° Vl 4i--= .2 [y_ - pa cn =u 2=7 4D =m 41 0 (J r - - = C. 4- V3z LLI° vl M x f co ®�® 0€ e c m v - T: 753 -U E 0 x z . effft% A, A domE% .rm el%, !k IS immilk M H ME Ev Mi m ul iU u _0 m iff Z gFEEmm — mEm, kk N mm, L� I 9L :1%z w joI M ME EmEm mg mam A 5 ff- El SC v_LT-0 Q A i 1 V v 1 111 A�— %J _rn— Loof immof i1m.Elf Nk--O 27-7-r—M R5 h Lu J rrTm 1 111 Lu 1I I COMMUNITY DEVELOPMENT DENIED 1 F- -por 9 E, A. A u S A fam-4ir v do� /0", C; Ammos :7�� -----07 "Ele F,b, W EE Zo-i I Im il�� rw Y 116- 10: _m - goo _7 . ........... L —Aar 1Aq A =A!5 C mawor e 001 — --------- 0 AmEm 7 -- shop smmv� Zm� L jmmmm zoom 9 L.E. _L "Em – ------ 09 N 6 r. mmmI a gsm fwm ELT REII .. .. .... .. ---------- 11"Ifill i I J EmEmmms ImE EE 44- --mo— LoM AA v RA i I E1=_ WE Em rml. ;mmE% I mm�mlovr 41; W Amma I E% H 'd H 01 Nu B 0 & co -------- om I p mmm wr con p_ amw IE 4IIMAT Woo — &r 17i' I M OR RA --------- --- int :a __pm vq�mm A f a wry p - ion v— _E N ====EEEEE �4 Elfor __I AL Von A U-1 HE EE EE SE E RS H, ED ;4.1k Egggp—mmEmm Epomm mmEmm- 0 co� E-_ EmEEI EE 1---- A mmmm, agm. u --------- - if jw_ Em, mff _H mm mL NEE Elmo -OF a —En Ah— EE m EE am" 11 EI '15 EE _711 *EEm .mv amems VoI ------ --- -- —W o" 11 z:o rA i j Aa__ 40 a Val, a rf fomEE 40 -It - e W__ ENEEEP, -0 R O -W il fimmE� m COMMUNITY DEVELOPMENT DENIED ca U,•Uj g; x Q) x (n Q) is 0 V) z 73 B x fro M (L) (D > v -6 :6 0 CL 0 0 > Fm > U 4 - Et (13 ;Em u M 0 CE EVE S M A X4 72vi � Sn U) U - 'cc 4-1 Z Q) 0 4- 0 c U 0) 0 �Z tU ,nom 4� 32 M 4� 0 ri V) In , M 0 a) mm _mmE E Ln .2 _J U. 4- 41 E� !Em — 4� .0 4- Q, fa Fu 4-0 u CL (CUL k�) 0 41 — - — k6_ UJI cn. 4-a — 7 S (n -o -imi; lm: o oj u .0 m! 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H 6, B-207 1 DATEE — 2 0 18 4/ 2 7— WIMMin CONTDACT N OT E: CONTRACT AN SPECIFICATIONS TAKE PRECEDENC OVER THESE DRAWINGS, ANY CONFLIC WILL DEFAULT SAID DOCUMENTS. i� 111H11111HIMMIlluilli MEN 'LE III III 1II�� Iill IUB IIIA VIII � ����� ® __�==��Z�= �� moo/ �� � ��� �� �I / • � , 1 ��������Ti-��i ■ ��� T NNN �� a����Z���� - pill ii � �1u . ♦ r NNN NNN NINN NCNB ■N _ - - : • ♦ - 1111 milli NNS NNN .. _ ♦ N I■i!■■��■ -- --=� - NINIIINIIIINIIIII�:�.. • • • / - - • ■I■ ■IN NI■ _ ISI ,.c" - '� ♦ . � � I oil NNN 1111 - - - ro 3 �o (u O v1 > — Cn Q a) Q) = n L C m i U O � x a) a) L a) 0l� L x D c = o � O'~4-1 J - U O!+r J O _ O �caN� v m L- cn.> E - o m a) E L (n f0 O CL 0)-o aci rn > 3 "m m m vi — c in -0 o m corn a N N ate+ 1p p U .c L 4 Q N Ol y p dl C 0 c c M E 0.2 -0 ( u c ca o ca co ° 2 ►- t v- v 41.2 o M O M 4- c c p• F m 0,a > rn > o (AL a� O O p -0 O > c ° o o w= J c0 U o L H >- E at 6) CL _0c m c 0— O m y m O (n CD� ro c �2w:2 +, o >con L - Q ��um- v c 4 -a o 0 a a) 'v c c N - OU 41 CL U .M 0. 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L- Z Z o >" C 0 � 0 o� J N U +' p c� ru 3 U Qa� L o O E0 V)B 2 Lu Zu QJ U (O N 00 L �� o r1 O VI c C O o 0 I— O ca -0 u ca 2 u N pec N ❑ d o o_ u V) 41 v O 1 N O O 3 Z u W Q D W ceQ N J O CLCL w IL w W Q a z = Q H J W V Z ICANOT1 ' I Ar FBIF- 1 _ iGol F GF1 > _ i i _ - — =fig f _ _ > g I-3 _ >� FZj - -_ 3 - zoo L _�= So No _ _—, mss` B I 13— J, Ix to �. EI i i - I � Ili � � � / ;� 1• � � f EYEHAL = r -r—ZZ IN5TA..._- e LE v FJF- . Ru LOCATION N - -� _F .. 4" LED �s G 1 - 4" -LED 4`-L- ` 1 ENNT� PT I FEI�NINANT' { \ - I r' 3 _ i - �- - - `-^?ATER 54F'1'ENEi 4"=LED / i O EMM I T > -_ n a i RA No/e ._ 5 . SM a ire- 0 - U_ In or Ceifina Mounted Light Fixtg�-IPNI ti PC - omi v jql 4 R P. virsSe> I Vii Chandelier Light Fixthure E g_g - _LA E -1%U > - _ _ E ---iii5 6 � �IL rr� ell Swilcn-I'ANS: Single Pole, Weather Proof. 3 -Way, 4 -Way h(� In % itco� a Au Ani SEW—EG. �- -n3 @P) -p- Speakers: C_--s-'.11_nrJj INA. C5 45/i �m > �.i - \EM �€ € ; 01-. -, WCL - _ But on me, Doo �; _ e` I g� Si ae gs ,__�Mounted i EP IElectrical 'breaker Pane. -E390--- g@ - - _ m= s 53 R-E"UIRED� Ag 0 3 ''. > protection that supply 120- !_ . _�- > g 000 >R m__ e _ r gEvolln _ 1�3� ££ ,� r g E - - -In no = s E >> _ - r re> Irooms or areas shall. eNo IJnation type. l � iGol F GF1 i i j F f �® -- - _-- NoM - I-3 _ >� FZj _�= avs _ _—, mss` �. > F L> II � - i { � I > -_ n a i RA No/e ._ 5 . SM a ire- 0 - U_ In or Ceifina Mounted Light Fixtg�-IPNI ti PC - omi v jql 4 R P. virsSe> I Vii Chandelier Light Fixthure E g_g - _LA E -1%U > - _ _ E ---iii5 6 � �IL rr� ell Swilcn-I'ANS: Single Pole, Weather Proof. 3 -Way, 4 -Way h(� In % itco� a Au Ani SEW—EG. �- -n3 @P) -p- Speakers: C_--s-'.11_nrJj INA. C5 45/i �m > �.i - \EM �€ € ; 01-. -, WCL - _ But on me, Doo �; _ e` I g� Si ae gs ,__�Mounted i EP IElectrical 'breaker Pane. -E390--- g@ - - _ m= s 53 R-E"UIRED� Ag 0 3 ''. > protection that supply 120- !_ . _�- > g 000 >R m__ e _ r gEvolln _ 1�3� ££ ,� r g E - - -In no = s E >> _ - r re> Irooms or areas shall. eNo IJnation type. 11 a - -FN loovo -- g >— _ 3 m � _> _ s� E - ` s a _ liv halo Ic—�- of utdool n um de �j Of aioo qi —� s Nlti■�than 5 ;� - 3 floor, _- _ > _ roo � a r 0- COMMUNITY DEVELOPMENT DENIED m - _ - � � s 3 NTK .� - R i,�A, D F P> IC_.'4ATT n loolo-2 LsEm- _ �� a - -- c z� - 2 r1ok _RA I A > oN __ e - _ _ _ E`vEvo HE L_ C NF _ - I ANIFT 1 1 Niv 0 R -S 0 No- 3 INEERio, me vi _ - s Lj Bee IN _ IN - > _ - a J_ = p X LU o U p, ® E L i3 s B 2 v CL {J X 8 L v 3 Z5 a i m C O ' q -0 i a) Q) - v 1 E Us .21 u �E o CAo46 INN p U� U5 "2 � -- 0 (U 4 .L_ (0 I _ aJ � Q) L t� 0 I La ua Y L Q v 2 io L4 V },L `> v_jj R °' En M in i� N 75 Q} 72 L S _L_ W £a, = C CL . 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LUooms LU No Ba a - _ - g--hn 20 One �g a theg 11 a - -FN loovo -- g >— _ 3 m � _> _ s� E - ` s a _ liv halo Ic—�- of utdool n um de �j Of aioo qi —� s Nlti■�than 5 ;� - 3 floor, _- _ > _ roo � a r 0- COMMUNITY DEVELOPMENT DENIED m - _ - � � s 3 NTK .� - R i,�A, D F P> IC_.'4ATT n loolo-2 LsEm- _ �� a - -- c z� - 2 r1ok _RA I A > oN __ e - _ _ _ E`vEvo HE L_ C NF _ - I ANIFT 1 1 Niv 0 R -S 0 No- 3 INEERio, me vi _ - s Lj Bee IN _ IN - > _ - a J_ = p X LU o U p, ® E L i3 s B 2 v CL {J X 8 L v 3 Z5 a i m C O ' q -0 i a) Q) - v 1 E Us .21 u �E o CAo46 INN p U� U5 "2 � -- 0 (U 4 .L_ (0 I _ aJ � Q) L t� 0 I La ua Y L Q v 2 io L4 V },L `> v_jj R °' En M in i� N 75 Q} 72 L S _L_ W £a, = C CL . 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ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted E(E)] 0 9 @ a Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce Chandelier Light Fixture Fluorescent Light Fixture 240V Receptacle p WPp GFCq4 11 OV Receptacles: Duplex, Weather Proof, GFCI $ WP� 3� 41 Switches: Single Pole, Weather Proof, 3 -Way, 4 -Way M$ T$ Switches: Dimmer, Timer AV Cont of A$ Audio Video: Control Panel, Switch P SP Speakers: Ceiling Mounted, Wall Mounted C5� C5ffVISI Wall Jacks: CAT5, CAT5 + TV, TV/Cable Telephone Jack Intercom Q Thermostat Door Chime, Door Bell Button @DD SD Smoke Detectors: Ceiling Mounted, Wall Mounted Electrical Breaker Panel EP PER FB� fault ci supply installe( parlors, rooms, protect( PER FB PROTE( & a cce and lin crawl s Outlets Balcony front a i R -E3902.12 AFCI PROTECTION REQUIRED Arc- cuit-interrupter protection. All branch circuits that L20 -volt, single-phase, 15- and 20 -ampere outlets in family rooms, dining rooms, living rooms, libraries, dens, bedrooms, sunrooms, recreation Josets, hallways, or similar rooms or areas shall be d by a listed AFCI, combination type. C -R -E3901.7, NEC 2101 E3901.7 & E3902.3 GFCI :TION REQUIRED Bathrooms, garages, boathouses 3sory structures not intended as habitable rooms cited to storage, work & similar uses. Outdoors, paces, unfinished basements, kitchen countertops. within 6 feet of laundry, utility or wet sinks. deck or porch greater than 20 s.f. One at the id back of the dwelling and at the condenser units. PER FBC-R-E4002.14: TAMPER RESISTANT RECEPTICLES (TRR) PROTECTION REQUIRED Bathrooms, garages, kitchens, living rooms, hallways, laundry areas, bedrooms, outdoors and outlets under 5'6" a.f.f. EXCEPTIONS: Outlets located more than 5 '/2 ft above the floor, Outlets that are part of a luminaire, Outlets dedicated to appliances that cannot be easily moved. COMMUNITY DEVELOPMENT APPROVED CONTRACT NOTE: CONTRACT AN SPECIFICATIONS TAKE PRECEDENC OVER THESE DRAWINGS. 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CL � � v U' L o naz i g - E _e _ _ � - � j => _ fal- _ 9 _ _ - n _ - e AV iA i Lon— m _ Y I I3 NOa _ _ g _ _ --)TEM z n M N xs -=r 3 = 5 = - _A I ft-_ -T cZ COMMU�V pEVEt-®pMENi NI �EIE r IV ® ea • � M , 7e O � , In d 5 O ✓ v 4- c _ vs iu in uJ E V, 4 P_ CL O in d v p O C 0 +rD 0 EA O � 0- 91 M = O C: L2— fu '�E O 41 tu O 0) a #' O 0- O C3 4'Ln U En U O E ii®. v O isa qv Q7 zu N 0 - m v 4, U +-i ue afu {n a U in o`a� 0 4-1 a� o v M- wO in LU Q < -2 Q? U lu O r � O a-3 -a OO s® _ �„ Q7 U O O 2% g .g 2 Ui res v =, 0 U ra v � Q ' Q� m to -_ � tr? L Z6 Ln c U --U! CL � � v U' L o naz i i s � _4 t 7 Rri ftor 1 - Y I NOa _ _ g _ _ --)TEM z n M N xs -=r 3 = 5 = - _A I ft-_ -T cZ COMMU�V pEVEt-®pMENi NI �EIE r IV ® ea • � M , 7e O � , In d 5 O ✓ v 4- c _ vs iu in uJ E V, 4 P_ CL O in d v p O C 0 +rD 0 EA O � 0- 91 M = O C: L2— fu '�E O 41 tu O 0) a #' O 0- O C3 4'Ln U En U O E ii®. v O isa qv Q7 zu N 0 - m v 4, U +-i ue afu {n a U in o`a� 0 4-1 a� o v M- wO in LU Q < -2 Q? U lu O r � O a-3 -a OO s® _ �„ Q7 U O O 2% g .g 2 Ui res v =, 0 U ra v � Q ' Q� m to -_ � tr? L Z6 Ln c U --U! CL � � v U' L o naz i i s � t Y I I3 N a nUi i -- <I .o -= Fs Ur" i rUj awz 3 FE LU _I U W tn LLJ i _- N a nUi -- <I .o -= Fs Ur" i rUj awz 3 FE LU _I U tn LLJ LE Dv E g27120 2 1 i EXTERIOR NOTE5. Y�ALL5: T' EXP05 U RE hArRD I E LAP, 5HAKE & RB& B P E R PLAN 5OFFIT5: VENTED & NON -VENT BEADED VINYL FA5CIA: CPYC COATED ALUMINUM OVER 2X6 5UB FA5CIA KITH 1X2 PT DRIP ROOFINO: 30 YR ARCHITECTURAL F/O 5HINOLE5 OVER 5YNTHETIC FELT FOUNDATION: 4 -CMU AVERAOE Y4/5PLIT FACE BLOCK INCLUDING CHAIR BLOCK5 & CORNER5 DECORATIVE BRACKET5: 5PECT15, FYPON OR EOUAL FRIEZE: 1X6 F/J PAINTED PINE OVER 1X4 UTILITY PINE PATIO AND REAR PORCH: 5AND 5ET CONCRETE PAYER5 VqALKS & DRIYE5: CONCRETE PAVER5 OFF -RIDGE `VENT5: 6 FOOT BLACK PER PLAN NINDOkN5: VINYL, LOVA-E, NON -IMPACT DOOR5: FLU5H GLAZE UNLE55 INTERNAL BLIN TRIM5: JAMME5 HARDIE PRODUCT5 05 NOTED CONTRACT NOTE: SPECIFICATIONS CONTRACT AND TAKE PRECEDENCE OVER THESE DRAWINGS. ANY CONFLICT WILL DEFAULT TO SAID DOCUMENTS. COMMUNITY DEVELOPMENT APPROVED rn>— rncv•Fna� _LAv ° 0 D v +uli� v o =a L C � i v f0 = U m')E (u Lw v L v a In L Xo vvo�c O J UO J "o2a v' N'u E ` Eo L v E vi 0 n �v �v c3fa n _ �o r V ccs v ° v ,1 0)°'Inmor+ U L Q N an ,�, a a c = v @ E O =' v �E(v �3�=w0 f0 m i Lv 0M0�_r4- _ cl M L Q1 C >Ot j O -o vO > c u O • �o(u -p L v o v= J N U 0U) N c >. 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L O E 2, ` 1' i- � .c>u CA N L] a (6 i O Ai 0 O Oo }, O O . v U i am O 0 { :. �E< Mdi 21 { N.� i L 6 CLa f CL O LU a'a LU C)1 } U Q) loo {if O m L n 3a i CL ce M LU cmfa i .� Z LU E E yJ >,<lu MWMM j II 9E { f € 1 E QUjI F :mom' Rom I j w O. Oi 2 I i O u I E a� QB O .� U -' G O l3 V O L'Z._. ® L W € .� I€ O O " or il- f I dfD m. ° �`-✓ 4� O, ; t 70 i < a) 3= _ I O T Q3j ar l O all=—, O O JJ� ° 43 - I L 4 AG OS O ED O A T LU e El O j O C)4-2 e� 3: 752 76 U 5 ,0 0 io _ > 5i_ - !e OI O O �"S t fl vi �_ i v V)a1 CZ; 41 E . L O E 2, ` 1' i- � .c>u CA N L] a (6 i O Ai 0 O Oo }, O O . v U i am O 0 { :. �E< Mdi 21 { N.� i L 6 CLa f CL O MOM LU LU C)1 } LU LLA Z LU E Ln MWMM j II E MOM TYr-ICAL EXM-RIOR FINISH 0 CHANNEL FLASHI� BUILOINI5 PAPER III 5ULPINI& LA714 A 'ONT, F.T _44.__ BARREL COPIC-1. ROOF T� E ol F o/ MIN -E -AL SURFACE 5171 EN. ISO M.M. TH-10-- M,/ FIBER ASS- REINFOROEMYNT, ED- -5 ANS> PEki_lE�-,ATION5 70 51E SVEAL!�0 pi s�g ASTIC CENIE,fr OVER, 50# FELiT ON 5/55 57$ZUCTURA! SHEATHING - a" �NflD`E -::�ONT� R07ILL F! ' -11 - LASHIN& NA -EP SIDE 0' M4 4— FACE OF RODF I IM 5HEATHIN& !X15TALLIES TO ROOF FELT a 5H,-N(aLE5 ........ . . . . u CO! 5LCF-r-_ PARALI -L TO MAILL) AMP -ROVE D TR=-�PACO SEAL�LANT A" I ONIS� ;ZIDOF TILM o/ P.T� AT ALL SLL LOCANTIONS py ��/Uj S; ACE MOn.PlEb 51-1-UMENI 1:20 DETAIL C-nAl- OF KEM 55ONNF-R, la"ag E LIr_`M5P AT 60 rqlfl_'�51 OkI ENTIRE REINFORCE-14ENT, EMCSBE, AND SURFA4:�E AND RUN DOM PENETRAT iCNS TO BE I_BBALED i " L j i 1 M V4/ FLIA OEME� COVER VUL_M55!z 5014F OR NF TOP _�OAT, 50# FE. 11- ON 5/55TRUCTURAL ULKEM 55 -NF OR 56OW BASE 5 H E AN H 6 HARDIE BACKER ---'CARD o, f EXTERIOR C -RADE FLYkqOOV LED A 5i -VE UP AND MUST EE ETAL 509REI-NEP IF i�INIS 7LACE) N& iNTO u Lu Ish _j I CIE le4ATER S_WIEr, D It 57RIF IASHIN6 v I 'A NO i ALM L. 50ALE: 5" P -O' c TYr-ICAL EXM-RIOR FINISH 0 CHANNEL FLASHI� BUILOINI5 PAPER III 5ULPINI& LA714 A 'ONT, F.T _44.__ BARREL COPIC-1. ROOF T� E ol F o/ MIN -E -AL SURFACE 5171 EN. ISO M.M. TH-10-- M,/ FIBER ASS- REINFOROEMYNT, ED- -5 ANS> PEki_lE�-,ATION5 70 51E SVEAL!�0 pi s�g ASTIC CENIE,fr OVER, 50# FELiT ON 5/55 57$ZUCTURA! SHEATHING - a" �NflD`E -::�ONT� R07ILL F! ' -11 - LASHIN& NA -EP SIDE 0' M4 4— FACE OF RODF I IM 5HEATHIN& !X15TALLIES TO ROOF FELT a 5H,-N(aLE5 ........ . . . . u CO! 5LCF-r-_ PARALI -L TO MAILL) AMP -ROVE D TR=-�PACO SEAL�LANT 1 Tc, AT ALL SLL LOCANTIONS AN -r-_ DRMINIS, NUMBER D ��/Uj Ff Rml)lFNC- P -Co L_ DETAIL C-nAl- OF KEM 55ONNF-R, la"ag E LIr_`M5P AT 60 rqlfl_'�51 OkI ENTIRE A NY C 0 K. U T� SURFA4:�E AND RUN DOM ME I-- P if I IL i " L j i 1 M Lo VUL_M55!z 5014F OR NF TOP _�OAT, ULKEM 55 -NF OR 56OW BASE HARDIE BACKER ---'CARD o, f EXTERIOR C -RADE FLYkqOOV LED A 5i -VE UP AND MUST EE 509REI-NEP IF i�INIS 7LACE) iNTO u A MOOD 5URFAC�F!5 t4JS- SE Fli�,W-eD WINTH VUL�M PRIMM #171) 240Fr, OR A-1 RO'YSV SEAL SANT 5_--Ao- I" Mlt�!H 1/4" BA ROD NOTE. 'AULKEI'Al �i_ONP MAY BE U5M 46 TOR�� IN AIREAS V41TH No U�N/� AL R, FROM i -MC0 5E, LANTI MAZAK NIS R DC -2-2 -A! VULKEM 150NIF OR q5I NF 70� AOAT VULKEM 55ONF OR 5&OW BASE C HARD'E SACKER BOARD o/ S.244� EXTERII�-_ -SRAD�ff FKLYNOOD (INSTALLFID A 50E UPANL:� MU5T BE PIN -SHANK � SOREIALED iNTO F 24CFcf OR AIPFIP_�`VED TREMclo SEALAN TI CANT BEAD PET AIL 51ftif OF VULK�I_s-1 35ONF-, .6"THICKJaiNT FILLED N1 OR VULKE-1--e �_AnN TREMC-0 A;PPROv—;:-- SEALANT / DUAL ORCED Pq -i � FLEX OR i:��L0711H TAPE OR FIBEROLA55 -I� NOTI!�� MULV q5ONF MIAY BE USED AS TOPCOA7 INAREAS )NITS W. A 1 .i.-KEOP-4 10.0eE i lk L VULKEM 5- 'q5ONF IS 1-511 NF TOP -,U,0AT VULKIE 415ONF1 OR 4151 56C D=_ !I COAT METAL POS PKME NOM-POORAOU5 DYMER'e- 240FIS OR AMPROVED TREM00 SEALANT CANT BEAD NOTE! VULKEM �_XIKONF MAI' SE USED AS; TOPCOAT AREAS NO U.V. '"I ger—M TY0. Wr- � alirfl= t it - j E E I I �__&=A N 11 1 Tc, FROM 7REMCO SEE AL AN -r-_ DRMINIS, NUMBER D F`% r -r --4 A _rT !rN N r T Al K E %1.0 A m Ff Rml)lFNC- P -Co L_ '7 EX ERZioR FIM - OF 5HEA7HiN& 6.1 FLA5HINIS, INST L -E --D PRIOR 70 4 UNDER PAPER aAoK METAL LATH __ONTa P7 IX4 IIIETAL FLA,5HIN& INSTALLED ON TOP OF ROOF --! T 4 FIRIOR -2 - TILES R0 FBARRrEL C-0410. ROOF TILIES oi " FIX, t UIR-1plIN6 STRIPS all flNEPIAL S-1URFACE MODIFIED BIMUMENE i2o MIM. THIS. P,EiNFCROEMIEKT� Er,(SEE AND FENP-RATICN5 TO BE SEALED i 4:;L7 - A5TIIS f�=MIENI`71 r R FELT ON 5/5 STMFRS�IC I URAL I N& A I-1 ate.= )&N (FZOOF 51-WFIe mm -T5 SCALE: 511 = P -O' NrulmXEM 155" 45ONF OR 6i5i W TOP VULKEM 5SONIF OIR 56ONF BASE COAT - ALUMINUM --AS01A - MWHANJC_ALL'r' F --f PLLAIH TOHAffnil= 5 eoAf i I_ AND PLY1^10 : ---p W - IAA(f�<M BOARD of /4 EXTERIO�_ 6RADE c:I-Ykq 0- 0 SIDE UP AND MUST BE RIN5-5HANK S�RB^IEV INTO PILIA E) NOTE-: �� 5LRFAcee, MUST 5E: PS,iI,,eP N =Q iMER, *I- ALIFLEX OR. CLOTH TAP 5 5610W DETA C.OAT DllMERk-_ 240FC, OR APPROVED TP 5EALN-47 CANT BBAD� I" Ifu DTH 1/4" 5AA;I___ - r NUTF-E VULKEM 4150W MA'r BE USSEP AS TOPCOA T ARZ-4- IN I TH 0 UY. V FROM TREM00 SEALANTS PRMINe NUMBER og?�_-0_15 DUALFLEX El-SIEPPED IN BA coAr - VULKEM 551, q5ONF OR, Iq5I UP TOP 00AT ALUMINUM RA501A - MECHANICALLY FASTENED =-W'_2eA4 To HAxz�e. 5Ao<ER 5om ANDI FLYl,,iaIgI HARDIE EACKEIR EIO,:I 5/4i, EXTERIOR, CSRADE PLYNOe-,D ( I - AND wisTALLEM A -SIDE UfP MUST BE P_N6-SHANK IISCREr INTO =1 A i � ICE,' NOTE� eoNoor,> SLIR '= -- BE -IkAZ" VIIH PAZ,_S, MUr pr N11-1 VULIKSM -PRIMER Tp. iizp N' 1 OPTIONAL: nUALFLEX OR CLOTH TAPE- EM5Er%DEn IN VULKEM 55OW OR 56-0i P IETAIL iL�OAT DY!110E�%C 24o-Fo Of; SSALAN T CANT RE P%_llli="' _AOKER R�_ -------- NO--r5 VULKEM 415OW MA'-rl E3E USED AS Ai;zeAS ki,M4 No u.v, FIR-0ml 71;�Eir-100 SEALANTS DRAJN.N6 NUMBER DC- VULKEM 545 OR q501 COAT xA)LKEM 5-=ONF-R OR EASE COAT DETAIL WATI :IFIOUS I::AAMm ,I� 24OF0 SQZ� APPRAI-y ED 0 SISNIANT CANT BEAU> 1546 OF 415i NP TOP COAT NO-�-Eg VULKOM 050Nl MAr BE USED AS Te- AS N'Th NO W -,,f. -YP. 71REz. .,TME-=�-4T 09FF 1 1 v E M I FRISM TRE�HGO, SEALAN75 DRAKN5 NU ER DI�-20 I win I -_ IN K-1 , ERIOR PiALI 5HEATHIN16 (NIEW VT --A R RIESISTANT BARRIER 5X52 FLASHINIS vAl." KICK-OLMI TO =U= I ISO KA -F -P, Avqx Y_ FROM HCIUSE (ARB) OVERLAPSTHE 5x5 FLASHIN6 R I 00F &H-EATHIN5 I TAL PRZIP Er -&E FASCIA % N 0- Scl COMDACT NOT` '_ 0` 1 1 L J T r A (21 T ff" ND F`% r -r --4 A _rT !rN N r T Al K E %1.0 A m Ff Rml)lFNC- P -Co L_ if I.— u 0 x /_ rE IRT la"ag E \A -_T %� � -a' Nl=?"S R A NY C 0 K. U T� Wi! L_ ME I-- P if I IL i " L j i 1 M METAL M -IP 5716E "Z" FLASHINI-a 5 x 5 6ALVANIZ=-� FLASHIN& 26 &UAS7E &AL\,/AtZr-_V 1 2,If SUA6` &ALIVANIZM? 26 WA&E ISAL'-/ANIZE`_-) N.T.S. I Uns. X.T.S. PRIEP WC -YF- FLASHIN6; A D`_Icl ED6E 5HA_,_l BE PROVIDE::> AT EAVES A &A -riLED ROOF eAND SHALL OVER -1 -LAP A MINIMUM OF 5 INCHES (lob mm), SAVE DRIF EDISES 54U�LL EXTEND NCH 15 mrn) BELOIN THE: SHEATHIIN67, AND E,%7ENr- ErAr�K oN THE RGOF mo,�,, Wmi,41mum OF: 2 INSimlts (5-1 m,m). 7 DRIP ED6E SHALL BE ME �OALL`o F D A MAX15MWA OF (o rnm) INCZi-E5 oA. THE PRIP B1:715E -1 r= AT AVE5 SMALL BE INSI�A�ED O\�ER THE UN-nERL'A'T-m'=_NT. THERE SHALL BE 1-k MINIMUM 4 It "102 mM0 HKOTH 0. ROOF OEMENT INSTALLED OVER THE DRIP EDOSE FL� THE 5ASlk�, NINO SPEED PER FI&URE R501.2(4) IS i'O mp;- (177 km1h) Ow, THE MEAN RO., HEI&H . EXICEEDZ2 55 FEET (10 055- mmu, PRIP MP6E5 SHALL BE MECHAN"ie"ALLY f� i ASTNE A Mil-Ax,1MUM OF 4 (102 Irm) ON CENTER, A MINIMUM 5" KDE AN71:-FONDiN& METAL FLASHINIS TO ENSURE POSITIVE DIRAIMN-65-F OVE=_ FAB-SmAjSTAFk7-l_-R, STRIP, NAd-i ROPEDOEOF -FLANSEONT10111ROOF- THE VNIDERLA'(MENT SHALL CONFORU-1 KTH AZTM D 226, TYPE I OR TYPE 11, OR AS-11rdt D 4a& -z TrFE 1 OR TY`PE I I � THE U-rlD_--R- LA,rlEENIT SHALL 5E lir TALLIED IN �-ATER-SHWIN& F-ASHION, 5TARTINiS KTH THE EAVE WISE AND ROLLEIS HORIM-INTALLY. UNDERLAYMIENT S",ALL C�VERLI AS A MiMIMUM OF 'NoHES, ANV- BE MECHANICALLY FAZTEfiED AT (SIf) INCHES O.C. MAXIMUM. 2 Y -A Y E N' IS: VALLEY LININ55 SHALL ]BE INSTALLED IN :a<_CC;fI IT I- - _ 4 14 HE MA R 5 IN ION INS�RUCTiONS� BEFORE at-FIFLYINe I i -5 `ILES, V LEY I ININ� OP THE PIOLLIONIN& 5 -HALL BE PERMITTED - I. ;�Ofp, GLOaED VALLEYS. PRE`ORMED CLOSED VALLEY METAL EITHER A 1-111NIMIUM NOTH o= 161, �,-Tv R�=T,-j OUT) A!7H A NINIMI M 2 i HI&H CENTER DIYUR AND A MINIMUM MIETIAL EDSE RETURINS- OR A PUBBED DE520N, �NTH jz; A MINIMUM (4) 5/ " ROB SPACEI:,� 5 5 LAP lo MI -INT5 A MINI- UM I� AND APPLY A COA -INO OR 5EPAIZATOR- SHBI 2. �-OR OPEN �t/ALLEYSs INST^Li FREI ORMED OPEN \, LE-NITH A 1 MINIMUMi OF W, e24� STRETCH CUT) KTH A MINIMUM P Hl'SH TWIN UP CENTER D`v RTER AND A MINI'l M I" METAL RE7 RNS- LAP JOINT -5 A "ir"INIMUM A- AND APP A COATIN6 OR 5EFARAMOR 54",EET� 5, MqE`N U511\15 VALLET METAL le4l -1t- RETI-R.145, 5EC-URE NITH CLIP5� FA ICA -g -D` FROM SIMILAR OR, 00IMPIATIBLE MA-1ERIAL. CLI= METAL a A5E ED RETURNS TO 5AIl'EN STRIP NITH ROOFIN& NAI. THROU METAL STRAP. 5� META. A_lAL_l VALJi_E-Y/RlU�--E JIUNI�,T!Ct-45 N ff 5UPIN6 KAIII�Rl SI-Er�VIN_` CA ONTO I,-:: VALILE"(_ C- INSTALL -�2=AD 5CAKER AT ALL V. LIFY%-R!0c_=- JUNCTiONS. TURN LEAD UP A MINIMUM G12 I` TO CREATE A kWMIERI VN EN5uRIN-& NA -TER, 5+_TEvVI%m5 GAPABILITIE5 ON -170 T VALLEY. V� OUTER E[;',SE OF THE VALLEY METAL SHALL OVERLAP DECK OF ---7%JP 7-nr7E A MINNIMU OF "I. C C� VALLEY F !No S. IALL LASH H EXTEND A MINIII�CM OF 2' BEYoND MEF EDSE� T�i=- UNDER -1 A��-ENIT SH OE FA -5-4 I ON T�- LAST LA-l'ER APPL 1 ED AT THE f 2 Z)6E SHA LI L BE FOLPEIS OVER. THE RIDME AND MECHMiCALLY FA57ENEV� AT (50) O.C� 'MAXIrl[UMI TO TrIlE OF-FOSINa SIDE OF THE ROOF , REPEAT THE FRI;CEPURE POP, 114E OPFoS!N5 SIDE OF THE ROOF. I^IHEN OOMPLETIED, T RE WILL BE Tie*:;� LAYER!5 OF INOMPLA"(ME14T fVER LAPP'NI& THE RID HIPFL�!L 7�HE UNDERLAYMENT SHALL BE INSTALLED IN IVIATE--R-SHEPIN67 FASHION. AT THE HIP I -INE -i =OLn THE UNPERLAYIMONT 0AER THE HIP- AND ME0HXN.ICALL:'v' F-ASTEN, AT '56) l\lCHffS_ O.C. MAX'MUM TO THE OFF05-Ne SIDE OF THE W _DOF� RIB ZAT THE PIZOCIEDURE FOP THE OPPOS'NI57 SO= OF THE ROOF- NHEN :�,OMl=L_r_TM__% THERE K. f 5F_ 71,40 I-AYORS OF UNDERi-AYMETNT OVERLAPFIN�_ THE Hlw-- w-KE AND_�_22= M=6541IN&- A CR ;:�KET OR SA:DDLE SHALI - BE _D ON THE RIDBE 5r_E OF ANY CHIMNEY 64;LEATER THAN z 5�� INCHES M62 m' - - I AID-- CRIISKE 71 OR SADDLE SOVrE%-N(S5 SHALL BE SHEET IETAL OR 0= THE SAME MATERIAL 45 THE ROOF O�YfERIN45 -7 P-1745EA \1 LEY FLAz�fHlNe OF ORI:-_KET50R SADDLES, SHALL BE THE SAME AS THE R DI�E AND VALLEY FLASH! Ne ON THE MAIN R700F. M±Q;E AND BASE AND COU PILA5+41140 5&4ALL 'BE !NSTIALLEI:7) IN AOCCOIRDANOE KTH THE MAN FACIFURMERS IN -STA., I _ATIC2, NIMUM 4 INCH BY I N 0 N 5, 0 R, A CON T 11` METAL ZK iNCH L" FLA5H`r 5HALJ- BE SET IN Aj=1*f-,OVr__S FILAS11INei CEMENT AND SET F-WSH 'I"- THE EASE OF THE MAL_ AND S,,/ER THS uNDERL_o-,-mEN7 IScH H lzoNTAL AND VERT. ICAL METAL SHALL BE FASTENED 6 IN`C--�5 (0=2 rr.rn/' ON CENTER �-AITF -APPROVED FASI-ENIED5. ALL LAPS 5HALL BE A MINIMUM 0-- 4 �Z:5 (102 mrrO, FULLY SEALED IN APPROVED M__ASHN ,-Et-SN-T. PLASHINC7 SHALL S TAR7 AT THE LOMER Flo"oN! SP THE ROOF 1-0 ENSURE CAPABILIT 1ES n` ALL META -L I APS, THE ENTIRE ED&E OF THE HORIZONTAL F-AN&E SHALL 5E SEALeD� rCOVER 4cv Al N PEN KTH APPMROVEDD LA51-11NIS cE AND MIEIIOAZANE� 5HN5LE5 5- L IS THE HIORIZONTAL F -ANI -SE., AND SHALL BE �E7= IN APARRiCIVED FLASHIN&,� BASS FL INC- 55HALU BE OF EITHER A If C,0_ RR0SION-REE15T METALI PROVIDED IN S-EC.70N R405.2-D.I OR MINEPAL SUBPAoE ROLLROOFS., �^EIBIWF- A MINIMUM OF (77 FOUNIDS PM n 50LARE FEET �,5.76 kgA-� , COUN7ElSFLASHW'a SHALL BE CC--_?R0S.ON- RE5!5 TAN7 METAL NITH A Ml-WflIAJM 7H2�- KNE55 FROVIDW �145 TABLE -105.1 FLORVA EGILI-IN6 CODE (2004). REPIER -0 THE FLORID�-, ROOFiNS� 51-1EE7' METAL AND AIR, CONOITIONINe CONTRACTOR - CONCRETE AND CLAY ROOIF -2 FOR MORE INFORMATION. TI; = INSTALLATION MANU rn -2) ;n 70 AV o .0 C-, Q) Lj W, u U 41 _,j U) o M _j F- A 4.1 Ln lu) ILI L 4� > o W 0) OL V, mu 0 A o m 0 0 m 0 4� 0 If rL., o (r En (0 Ln 0) m 1�3 a - - 'U 4 - Lr. 03 z (u .2 -joul's, 41 CC, 0 > CL 0 4�1 U C < 0 D 41 L. A, __ 0 zr u 2 mi ur) 0 ra W. I Z 0_ �7, 0 c: f: 11i j) L: 757 =� 7 0 " -1 4� — -2'7; 41 V) V c 70 CL ru L -p ) Ll Z E b c z u c: 2 0- 4-1 > (n -ui C E _j c� c x j 75 g,, cul u > u > -b Lu < 0 N 70 V 4� c) In oil W > a: A cc CL A: 0 T U tn 4� cu 0 (v CA Lu In tn 0 L,2. 0 C u - ;2 S 4� J- 0, V) 4� IV C 0 U (n 7D a-, t 0 0 Iv 4_1 > Q) 0 U 0 CL _3 c f(t > 0 Q J__ 7C 0 c 'a 9 IV- U < 0 u U un :E u < 66 ,E 0 > 0 0) U W CL c U u p 0 0 X cl .JI I -Alm 4,r PZ4- A W_ 5 . 4-!3 Lu Lu jow I 2: rill N I D Lri Lo (AI.J., UJI f u Lu Ish _j Nj _T Lu C J k E DAM 4/27/2018 E Z_ i J Lu jow I 2: rill N I 0 Lri Lo (AI.J., UJI f u Lu Ish C J k E DAM 4/27/2018 E Z_ i J I--------- - ------------- ___ ______ __________ ------.--.,- . >� - 1 1 1 � ________ I I . . I § I ; I ; I c - -in I , i - � � I m �n �- il! - - - __ ! - = . ins-_ Li - in snol . - __ . I - . � � , - q) -In, I, R705.5 FLASHIN6. AFPRO,./r_-- �ctmmmutS'.- J-Rne __ _A_ 7 F A5HIN6, 50ALL SE - FIFILIEV I j�l�- W raise the i.-,ottam Coca of the flop created in the b on - temporarily to.ple 11 No .top inilitoill shims in such a - -nn--r 'no. tnoul are not � . __ -1 to interfoli=0 �I& - - - no R - 0 - c t -1,2-105 � - ple,ims ' heas flashing P7- in tM& width of the i-ol-an opening, p�us tunni ilimes the i A a I � � - E n lin . - it I I i t I - - __ I,. I ill, - - -, - I i I i=i - � 3 -7 A - - 5 - n- 4... E I I . � - � - i . i . - 0 C i I 3 - i - � iij . in ill - -1 i - . � I . � . �_ - -- S" I otr � 7I.-Milincl, Plus So mm, 12o, n') - . I ? ; . qn� . IL.� �� g niiuc� � � � - I - � � i - i 5 � 2 'H A � �_ � i i �ornsrs on - ure r -I ht i no I - seal, which iniii be illownil - - � ' � (_ - i- - �� � - - - �� i-- is I. H �_ mil n - - - - into; 4:tAVITY OR d aeriter to the exterior face oil th-- KIZ5 clion- no, -io 7), , oar in ofii cin ,his Intlill till m in e steps tnoln Voi i� . I 5HIN&I-E-FASHION IN A MIAM' IS an j,,4AT1:-R 1% TH- - ; . ,I .. � =cSrSn= I i� i,- .r � -� ,i _� I L I I i - l - !I I - I . roll HI I of thie Itic h � :; __ - - - i I 1 nSn i I - � ___ I li � -1 i to- si- - - Rnl - F"MINe coti'litothillFN n -In.- 10-n- . CA > = I i � . - __ - 7r'Y%/_1_-<0 5TUCCC /NRAF_�' PENETRATION or- NA - =-In a nF -7, INT5. order to allow ?or installation of the pondoin and hocia. ilimm- no - - . .�- I N . A . L �71 # . ... . - O - � i 2' a) ) .1, r, % I i i - � , - ; i I __ I � . -. " l� It- � 1- - Q! - - I . 9 SELFAOiii4l�l Ma-s=imithismi uslon A s =1 Ammitot S�� _j r-omp_ly 2n,i-r- =S;S 'A -711. THE FLASHI 1 Sill n in i - - i � - _ �__ - , � - -_ I NiffliTrE 2. TH.- 4S� - 5 ' mitive Hashing (som lisaalWon 1.2,41) or misishonlCoilq ott-i-Sin � onninO toom i . -I- �_, . � L i i�� 5 !I F - I; n � V) � - �i - � - i E __-�n�� -- ! i Fl _- � ��- i r- '7.2.10i& Apply in ltoritinuouS I mm r5VID -.,'I nominal 6'arnotier Plead of sealant along the mountin :3 (V 'O I i , - - � � -_ � �1=_ , E . �, � � �� - I . - U_ I yi� - . 3 I . - _5 ,.a I i, �� F - i . __ 'n -V=� 5 T=SoW __ i - I - -a I - i - � __ - . - . in% - " - - - - no; flange al. flho hoad, Ap - on - I in mm (t/& hii nominal �Il_mete_r stood. of SCOmill ;2! - - 1- � � %��_ � -_ - _jn�jn�� - I ON !i I . Section ToJ--O shol; be parnnitted to- I--- used for lomb and head flashing, per - m; i� 11) r- � � - �- �=l G_ E I Sl-- I '- �_ -- I 4 I -ILI To THE SUM'Ammill NISH. � - . L z � 9-1 ALI EX Ehl - , - - I I plb tidditio I i . . ni - - � i - - - . - I, M V . = � 9 - - - - H� � Sri] , ED AT ALL OF 7HE FC_�-NM-1C_ f W -9 . I 5 __ - I � - __ i �� - I'm S- - 2 :i . 9i - - - not 2 - n= 2 � � L � 1 Oc, i 2 -IM -OR- - __ i � � � : k AMO^11,15: 65Y. I � "' War, i � horlizonDislig 216 nitm i& V2 in) coove t�he_ rough opening (Inlino Kith the tip of the jamb itilmithin %�� . i _/ Y - i I fl� - � I -_ - � E 1- - I � - __S - 9)- - � = 0 i _.) flint - -' F D'OR", CDQ, NINDOPliliiS _ O" 4 .. , . i CORROVC IS-TANT FLA iniCtt �� ' Sof strol : As 2 - - t� T A--- , . TAF. ii � . - - St - . �1 I � . In -on ino- MIS i ; .1 ' I I - - - ii L EXI-ERIOR kqiin_monf� AND 1 -mm -OR OFIENIIii FLASH114'57 �S XTERIOR Y411,VOK AND Cnin LA % . __ - \ I Apply mosh. ric,:Illy atto ad f - lrq to -So over se&arits and sloSu'le Kith menthaiii i= 4, = -a : N I � - I - � I -_ - ATn �7 � � - __ E�_ - � I _ I T _01MV in 1 . F An iiL - I : I i i - � �_ i iI OF6 � . S� = ' - and Head FlosM si militoOlatilion Uslinq S_-ff A-4 --rinq Floshina I ' i i I . :I OFENIN&S Stiff - LINES TO T14E SMFACE �_ T - - -_ -_ JnIALL FINISSH OR 7�0 IwE FnA I i - - - ; foiliteners mmile Flouris I -1) � - c , � _- l E - - __ - - __ - v�- � . r7i'_ 1 i . i - . E I - i i - _Ql - - U 1 1 1 -_ - - i .- - . / %�_ I I - I I rinnitims-oun � - J M t ! � I i � ii� i I -in 5 -I' - SAoI_ � - - . lti�V), , - - . 6 - � , I; Y Sit :VS KKI1717i r -'OP- SU55i N - DR N -Al IS -%5HJN-- AT E!�ERJ_--_ rVNISonvit _� - - - 5 - n- . i I - - - �� __ - - I - I �__�l - - / I ! -i:2A.1 Apply flashing over ' is mounting florigo cW the window a. voth alambs. -rhe self odhorl, 41 . I - l I � , I i - - i i r in . - - ;S W � I : I __ ;� __ , - _ - _n � =rL= loollif - i . � - - i . in � - ,_ LU . ; x - . . . � - F i . in .= I - I . - I - mol MM a) >-, - . . 7Q _________ . . . 5- i I i floshine shoil be in M-Mmunil ol 100 min 6 !IV'- Hith self-odhorl" ilimishing, the additional bead of � - - . I In it- - . . 5 I i . -,-,- i - i 1 ANIS --olsolm OPIENitimint SHALL EH� I-- PIL=--- '� - 11,141TH ONE _-Fii In i ( . I , � - . : � Ofso Coll E - i I --tin I MY I I 9 I . i . �� i . - � I . - i i � I I I . FOULOYI�W& OR lo��m on ROVED METHOD5; 1 :So ", . . i 11 M-145imil I. , I . � __ I � S . i i - - - - � E i I � " I so __ . . I - lin � i � t T .. . i - I -1.2.10.2 orml I -A I I I b - ! I __ - ! - , 1- .. W . ;i � I I- clant over I Is m rt-Irq flange (see- mentions 0,6) shall be omitted, __[ I- W � : i i i i - R - E - - I Si - E r �- � I . � . E � Smillin-0i I I , - .ON MAN 7;Ail:S`1JRMR'5 HRITTEN rLAS+-- Nun �N!5=MmLo` i 2'ON5. I . Inm m orw 2 � . M-1-1. ofill . I I I i !, � . -1 r IS ��� I it T litill I - . I H � .- . I V) - !_ i 1 m_Sl . 'I , � I li � I I I ! I - � __ - - - . ml�l - R��, - , I 0 ,Z, - � � � ni I , E i :V-Uhs!E- 1, M.", I i i MES - - E . l , , . - - � ; � - i : i i S I a __ � --- - 'M . � I E a - - I a) - I _. . 2 - . 1 _-I : I -. SlAS-CORDAllitom TH PMA/AAMA 100, F"n F -A =200i OR fill-IMAOMA 5- __ -- I m- -,!O I 4 i . : PS � � . E i l_MgPt_J = 4-` 0) r 1 i � :1 a - ;j � `lz I i I I . , - . � - i I . - n �: � in _�-; 1 . i . . - � Z � . M" 5 V_ -_ __�_ i � _____ __ i . : . � - thin I . - I I P i - - -7) , - H � l._.,,.' , i nin it I� TWE FLASHIN16 MAM-1 IS 1l,,RITTEN INSTAJLLA� - � __ ! -TRUCTiONS. . . . - C: - c . I , i . ��� � I I I � - 1 M . I i 2 I T2.q.2 Out this I� tiln-kino to a -leasUrairnant equal to tini the roil width of the flashing . 1 - I X- �_ i E jnIl i g- f R� 2 5 -:;I i - : I :I - � � � E ii� ___ i i j I being used, plus the ne-I'V. 1, of the rough 0 oninsil, -minus 25 mm (I 1 I'sois Mquris !2) I . I . I � i =; M - --_� 1 . E o- � , - -_ m_: I - ��5 � - 9 - - i 9 O � i � - - 5 R A R isSrEc L -161' -- ci a- � I a - � I - � - I I 1 I !N AG= Rl intir-Zm - I 7W THE FL 2 - lina M!!iSrHc7S; 0i - � Mot ;MV `lfC-I PROF �_ � - I i I . - ,,�, I - - ! I i I . I ; i I i i.l.- ,�2 = Y i � i 5 I i i f I I I . __ � . :j ; i i - I . `0 i I , I I l i I I I t -- - I 0 4- , i . i I Z � � i I . I- I a _�,__ i ,IF i I I I I I- I � - i i . - , . I i . � i � ....... I'M i - -� E �7� 0 ,it, 1 E . - . . . - I I I - - - _ - - - / � ni I - - � I I E I I 2 . n -E - -_ i in- � ^ , I - E I I I , � ___ / � 1 - 'A i i F R : � �_ A I i I i- IN'M- � illoN OF CMIKNE"i"Ieli OR OTITHE - 1�1nimolinfinn i;,ONW5nP1UCTION loill Fil - � In- I I 5 i 9 .1-- n-iff - - .. I I . i - - i fS�___ . ; I I i - � - � I I JT=V I I - t 1 1 - I 1--A 1 . lZililli . _ - _! . - - ____ . i � I - - ; � i S 1. ` in -� cn I W- i . . - - - E . i - i __ 5 � Vn ' i i niLi�i, ril'i -M FROIECTION UPS (_111N 5�rm - F �_Sc , ErIc 511ilcr,00 CIOPINC75. I - 2.19 D __ - �S� fill 4 I ; 'l : ff � in- I ; . ; i I � � 9 . : : 1i;iiii � n, � . __ � W . � UNO FS P�t . -I i 5 . _ I __1 3 I . . . - i I . - I __�l �a 2 iS C i � . -ij . � 4 I - - -mr. - i I T ; . , I i I . - ___ Illir, I __ - i - U-) in- 1-I I I i i - i I i i . - I - - 7 . G) iJ, Q) I . I � - - � - . - - I I a i R . . �_ I I I I . I --",-"= I I In -I �� 94 : - --- - � - - 07MM I � M \ I sW i 1 1 5. UllOVER AND , AT THE ENP -a -- - - - - - -- MET AL r-OPlIvAS AN!:> 51-IlS 5 !�' . . I %� - _S�l I 5TUCS, I I !!I I ,� . ( - !!I , - �, Nu I ;I; = I 2 -1 %i�.�� i _ � -_ - - = -_ 1 1 !� � � I ki I if 5 . I � - .- ___ - - - - - 2 . I E IA . I I . . I I . Hnl- IJSL�r i =MS, __ __ - � - ___ I, . i � __ - I _: � - J,I ZE tZ � - - I . - ... I - i � - .. , I L� P l 1 4� Cowl -0 tABOVE AL nnnSillls)-Ep, I I rT-, A I � - I . . . � . - . . 2 E : : , E - �___ I - , F I 11 I ____ - - - . i . . � - ___ � - � __i�� 1 : � � I I . . i i �-- � - . � - - � - - - 2 I I , 2- - - . I 2 - - - - - � . If- W ! ii cl i . � I �_ � K41moz EX7LMIOR FoRci-Es min - nfo E- =5 A- 6 ll TO A J,till OR- i^ R A55E-1-41 . E . -i I F _� I i . . 6- 5- I I I I � F . i I - ol E i LA 1 1 I __ �_ - __ - - __ - � 5LY I 5 I E 1 I , ,ii, . . . ,� � ii� � L_ i � . . , - � it 1-1-1--t/ i ; - n i ; � I i i i I �l - I i / I . . - 1- - - � - i - i - � __ - l � . � �_ E � - � � i i : . i i t i mln� nIIIlly L �_. � - - -u-n- a sill Pan Flash i � . I m __ E . . ,� I I - I lig i I ; -_ -nilin � - I l; I -_ jAmmS _lnSA to - 1 uii� � i Fi .-I i ill i I I l� i - . I nm;�, , i I - i -in - mr_- - o � " i � - �01 I I ( ij I 1 IV E , E .I F ,� I 9 - - I I I lim, I . 11 , E i I i i I I � i / � i - - I I I 1 Ill , , � ]= � � __ I � I . R? I � 1, a M -0 I I 5 _� - ;I -� VS� Alnt;� Fint - iWIE on = C. - i I I / I � I Z ll �& - i i LU i I i i � D ffl� E I 6� A � - � I . , 0 '/ I - I . , a I I! I - E . I -1 , i 2 - - . ____ � - I c U) . - _ . E . - � i 11 . : I � - __ E latilu t . on - An� E 2'12 guldleilno� to . . . i I- , i 1: .-'= oi; C: i � _t _1F Ki �erisnr:o7J.,- - � -mq� . 1 /, , " 1 , , - ce , . � : - ! ' I -1 Jim S'Ei 0 systems o-vo' ioinfilt� �fssf . i I i ; - . . i m- � � I i � A7 E" I IN eU'ri1=-?,-_ 7.2.5.1 'Thera ore- a vorf I . 1 1i ,-� I I �� it � I E I i I I 'I - 11 I I . . . I r c I . - : 111 _ 1 n i i jn . - n: 7 0-.X- tE I � . - � � . 1 5 I � . i - I 1j ?','� " !I . 4 . . - i , / , , Ill) ; - - I I the latest information _� -SS; iiS-_itsr� -�_- M&E lorana clr,Ofn� : I . � / i Is _Ii� � - it i . ) 111� pon Shall SOS&I wot- , - lot- of t M -M 1 ; � I i , I . ll ___�.: % it I I -n- ! . 1,01110i'l / � in I R� - i �; - ) i - -, .� I i i � . - i i E I I / Ili n _ IS In 0 1 - 1 I 5 . f_ . I jE - �� � c - . - I �0 t ft) =i 'i I I i . is . S � I : I I I E I a - P-4 I plane, for subse-ansint drainage to Wi to exterior of t-- on Einil -I- I _ � � � % - 7V F i I i - I I insoil I, . >, I- -0 0) I I - ! ____ -_ � � 2 I . flIol,i - !2 1- =M� - - . . I . I I I L 1. H 1. � � - � " - i � � . . I - I I . _M �, i - - i i I I V - I i 1 P I. ip�� , I ,, EO E_ 1- � I I . 4 I r- . i . 2 9 i i E c: 3: , Z , --c ,S � V_ I i i I � Ell � - - . . I . J? - Z I ��. i z �% - ,I . 41 C-014 AND DOOR FLA:�'Nml 5HALL lool - - , M -n-1. FMJSW AMMA 7; 1 00, 200 ol 250. '7.2.5.2 inlillion self-adheritio flashina is used as a sit! part out to 0. length equal int ho E ough . I I - I - I-i>��� I , i I AL- -1 tV 9 2 I it r' V) = - - I i . i I I . 9 � __ A . 1 i i . . i - V) -7:, ; � � . - - i I I -0 --Z . i I - � _ . 4 i - r- - . � 6... , I - 1 - 1 2 I!' � minion il .: G) � , 1 (D ; - 1 - a In = . � � ll� 3 � In , -1 �T . Z I 1 . I i ��:90 I - 'Ith --Ins at loole 1 1 . -j77j 1 � . I - . � , - opening Hid -1) up nits 'amb� to farm --- on dam (see - !of rn IS -� . - I I i I I A - i I � � ; niF . I i. . O r -MA AAMA 100-C71 _ a � 50 mini ,`& If t . - . E litit- I I � I j Li W , C: = (71 Will c I EX _17 - - I I I E I i I a E ... . . 9 I I I � � i - L= I m l%j M I ; - - i � E . i - Pit--- i �� I I I : . " - � Wan � I 11.* j . I I I ;ie -- W - I i [A . 'I I I : -_ -- - - � i . I - 11 - � I I I .... .. i t 9 I I I I - _� -I . i . I . I . i ; !I � - ;2.Q PP I E - 4_j x c _; 1 _j i /�_Mll . * ** , ,-*r lmiml=� � . V,lion- I . LU I nx-A -ER I OR I m V fj� W i3t - c .... .... I I f ,E HINOOkill INa16W_A_T_lC,__- I � I alill Iq I . I . . � � . . l i 1: on S� . ........... ** I . �� I I � 0_13 _ .6, -'.,e is �-I i . k ,,,,I -w 1 F I etp-m U < i I E E � � - . - W c: ra L_ , � i i I I" TVs . i U -C - C) 1 ! . , . . _�"4�I i . - Esm fuli ,I � � I l . - � - - � i . > I . 1) I i3i [A. 3 15 MM (1/2 in Pin! _ ors; no - I -_ 0. !� Ill, . � VO ISM .0 is ing - V-4 iSn siage �_ 1! on in �� . - � t7l, E =, I I Ii.. .. - � I i iE t- i i ... I - . -I i � � zl C, iml - ., I . =0 I I i o __ - - - � I � I i � oJit - � E � i - - - - . o - I f Road I i I - � � i not - I - � - --- i . � - i I .I - _ - I Q-) = " E I W I W I Pal 1 -U.01.5 Films' ' n -1 Is t p end of ine e the location " M .. .... . 5 Ill I - , j - - I _.. " I W` � . * I i H � i --- I l I I . ... . - � � . . . ; 6.1 lill� 5 -Inst tal lctlOn Y- � ementes pierformad W, ot'nere, Per tha mli-mi f c twares nstrvi�tlans. - I i S� � � � � � � � � . , = . � & ei - W a- [. i .1 I., .... I � I -_ - in 1 0 2 . I I I � I N ��il, . '7.2� � Use � � �nniool fas' ners to sminuno machonino"El atta6hilli flashing (see- Fl , 0), il -' i I I P, 1 � 1 Roul Opothims 1 Meshing Nill covion thn 'amb flallithina latior %50m, Figure, 15-1 � .- I i". I I __ 1, � - ��2. i i - . - I . - __ - - - 5 i - . i I . I -0 0 �;;;s Z, (U I Ot -i M i . 2 , - __. l_&,__ m � � � ii . i i ..---.. - � � � 5 - I � _..... - i I (P. CL , W i i .4, . - 9 ** i _�St - in� jpi� m E a � - . W i - 2 ..... - _�_oSX7lioJ_Sfl1r ff � - 1 1 i � E �;,� l I = -C .0 �O - . I LU - - i I i : I � i - - rmo_ I � n _n - -a Z) � w a; I . - � S� I 5 . ; . - - � . - � - M n m- -1. �nt bulider nantr(linitino shall I,onstruct the rough openings in Cul-_ window I Fist � l� Lo- \ lap. a - n) 1 1 7 r-= i � ll*, . � - � To - T_ � . 3 ... �_ - . - � i i i i . . � i -CFE- . - - i I - . � - I � t ____ - I I CL " Snomin"!IIIIIIiiiiiiiiiiiII11V iiiiiiii I rnmr, - - -S _rn ron"Y nm - i i � � Oik , - -a - c __ -Ft=- i -_ . i - \ I _Y -0 '� �!n - -2 i I .......... - � ---- ��# - . . I I . - - I I - 0- , _�i / - i 1� M i B - I-27- OF MIJIUM -OF- � r- . - . - I � I :. I I I : I . Sl - W ! ; ---- ��= - � i . nnn IS.A961111,19 \ We Lelr� M I 4 i I - - i . _ - _ - �. OR - ,l M I I *.*=%*.% ---- � -Milm a i��, i 3 'El -0 i I WTSI�� size, and Pill I I M k %-.1.1...W =:::n7� - - - L i � i- - __ � :! I M)WRE ......... i 1 I I : Mi lols, , I ............... . F- _ . i __ . � , 6V 10 L tj! � ��. i �_ - I I - i � , - I i . I \ i - I I I . - = i i - . � - . . . a .. M � - All � � . � I i 2�� g I �_ I I r"Ax% i - � , - I i __ I - I Fi�_ i ........ =M-� - -- - ii 1 �� I N I ) i 1_ - 1�, � An � - � I ho i I - ___ �� I I - . � E - . . 4' M , o vv��s!ml I i 0 M lij r . ... .* � - , - in �E - -), Is - wIW_n A 6/4 in) prior to i . L � � L, i i I I `4- u- U 41 lik' I ... �� - _ - - irisroucl clostim srailbeplumL -Yol,sqvaro and. true � mm 7 _� � i - . - I 9 i III W : -�, -, . I .. Mill � A` - 5 . W - � S I i � . � I . 2 i - � . -i E i � I II . . i i S ��_ i 15: 1 I !�S� I I ill OL VI - 0) (15 i . - L' - - � 1 2 �S__ ln otlorf oT �Lin inntlow. Manufacturaris instinIcitlol man sunormel Illness tolarance i � i i I ,�� �� offislint,ill,_1 i I � i I / I LL, 1 . i ;; 2 . I Ill i I i i I , W "Umn il . - . x I f I C ; ?� i 7%ii�� I rion- - � � W . . I E I i 'I -_ - . . : i 5 - -S i 1 W in .11 E / __ �_ - I ; .� mon L ;I =42 ii A 1 M -E L_ I � i : � � I- I . .. 0) - Uj . i i � . . ? I - I : nmi 1=S j! IAF i _� r- m " >� 0 1 . i I I . - . !; . i I i 1 2 i I / - i I I V�_ 1 � . 1, s=_- I .!l;; 5 O . . LLJ I ! 11 I I 2 I I � . I . � I I , 4 1 IN! /""" 1 k, W � - Ili 0- � 1 ;2!r I . I I I . I I . i�� i I i I I i ! I ill 9 \ � __ i __ - . - i i i. ': � I - . - I I 11 , T� Q; - � - - � . I 1 � - - I mi I 41; EW M r / . i � - I gS m-�-R =-_ Vis , & I . .. � R r AR � I ill q __ - - - L " I ii� � - : I! , _0 i . I - -U -CST , � plon- (t� . m � � I - W 7 . � ul� Ill !1 ,,, / , . 5 ru - O o: i , i - i - - � - i i - - � - ,� , I I . - Ill Q It Ill -, 11 I 1, - I �; I - . I R. ; - -1 ! I ill I r . Ill Ed im, 1 --- � 2: i j . E I i I , I � 1 � U � � � - � nrnmis th ' tl� ilhziii& �Ili . i . iff, . r I I= - r ! - I I � i . �___ I - . I > .iisu U 1 I ! ,, r - - I I . i . . - I . i i - 2 � � . i i - I I i ; il � " - W -- -la I . - n , 1 I ]z? - Milli ��_ I i , i M -;r :I . M - 3 I � . --- -_ A I !l- - - : I no o -W � - of -_ he Ni be installed prlor lia - Ni dow installation. __1 PM I 9 - k I , / I E . it ndord P_-_lS � -- nds 4 h T - I - I i - - Sr is --4 3 I !! l I i i -_ a) i i I . § 2- � - - 11 I . l- - Q) , . � IS __ - 1 I � ( ! - - . - __ ____ 5 i ii -104 11 E� �=_ W# ME I 1�_ . I � L Uni^I,cp ,oi; otnizr, ciuv�ro &!'-12" cvlerlop. I Q - . I --- 1 I t�! L filar - � . 'S i I : �. I I I 'j _� �. / . - - P I? K I I - � Fill in Millul! in - I I-oll;RE S. EXMMOR I I I 11� � N j r m A i The installation methom JesS�immd In n �� oil- piciiii _ is based on thin s IS al I I _ 9 !E ) - � . � ! it ��f 1 5 . . S,,,,,,0t i � .= �C: - i I I i ___ Nil , � � 'J I . - - [ F e% � I . . � . . i - _ 'UmcwIl ;I R,_ __ - - , i 3 . - - In M i : � - I � , - I � � - i I � ! I I t i : �- � __ i W_- 11, lop -n Y -5-6m Small n0iiilor � en k � I I 1 _ I � M 3: , - - A __ I I; i f � .; %_ � if _== -0 cii -23 Q) i . � ; . �r I i � - I . - __ - f 9 I -- . i . F. � 2i I � . - i P--s"lon fn� fillwpor Gruinage. ii . � I - � - 1 - �r the, 9W to PL least the ' th of the winds- i III .. F . I I 1 3 . . t c j V J . - .ell self-adherinq fiashimm sill ini n 5- t . � �_ - fji I I --- . � [I I � . . I i flopor, Vnin moa!S__ in � this- in'n� manufactuner's Instrur,t?Q_-, ins non the rate of the NR5 drainage pusno 1scis Figure 1' I I 14� . ,I 9 I . E- . N i i 0 C - i - U ; - � f E i ___j l - ,&- - - ll I � f i i � - 9 I I .-altrilmolintS . il - 4 . E . : . _ . - R I _ E . � � 9 i 9 . I �_-, ; I I I __j � i 2 Roll 5hovid be plumb. 5ottom. -- niniin � S ,- n� � - oovqr:-�H! plate intor�t�-S- . i , , ( - I . S � - NIOT=� Amijif � - _ - - - � Si --V,e,d surface Pattern in vM;Rmc,in_ I b.1-2.1 'rho opnn�Stic-r o- In - �� --- o-vois n.overmo, the vertical 9 mines of the wo peolf, T 'llil" - i 11 I - loop - -- - I i I , i� - A . � - - -1 I i - onisda -2 � , a It 4� P' 50 rnm (2 in/ is - I N 4, iz . . . -- - :5 , � - 1- i I � � . ! . 4 � : Uj 110 i I - Shw.le,o ]Aro� avew lonol iiligimniml� __ � - - it � i : 2X 19 - l 2X 19 *W oit, � k � � � i - . Q) � I I -, � i . . . � I iii -1 0 - i -,- - - - - E� I __ nnm- I- . i I � �; � i j� ; . � - - - T - i i - Ilia -a - - I . - - ,I - . 0 too k I - - I I . 11 Eagatimi - I ; 'n, . I I r maximum air leakage roa-,_�_Sii, iimoi �n� - . ' r ' tilon n- -i ij i - I if SmIN&LE SSnS n-0 -d Par proper Kat- - m::inio- J, � I ��� - - - ' -2-- laniati-ctions through the ARB for -the 11 &� - of windows sl _07 i I I I I IV ji � c�txll r el to Hlil ill z A I His, � - I : � I . OWRI!� 20 llEXTEER-iop, I _?_ - I I i - ___ - __ - ___ . - i . � C) _ I Stu - -MI . I a = in f I � SISS-0 th rCsomousipmr, 1011119 or this starml-l- n �il - I . - -= L- I 2: ii,l M 1 ., innsloi-tili wil the NRB molnul'an Sori � I CL -1 L-1) I I Don't block v4ccp holes. I I - 7W � I "ieiRE 15 E = "" I OR i W (Ij ! , I . . . I . -1 i-Iji". , I I : i I I ________________ - M - 70 ' I . i I . I 11" \ I 1 - - i , in �, .�, - - %_j I � I B � W i- - I i --_m,l - 1 � . I '10111=1114t. - - - .1 - it. . Un = - t �L - - applied tape whic-h holds `- o flop of the- InRIB a' the hood- Allili i . - . i � . - . - - __ I � I . __ utith, .- . � Ttivis -le - , o-Iii,ci �� - --S i,t -e--.', 'r�svlofteel ilhaothi 0. coard : - no cot -1 "inner shedding fashion, sto.-tinin So tho on me of the wall Do not n' nfo-ol, lilth the ORB f'col at the hood. Tuok the top a- -_Ms 4 m10 flashinot under the top RamoviD the provio. I ii!I� secure, ,W averg 12" � ;;,' in ! &� 2.5 I no Yl shall I. -1 it i a - " I [ _ nS%G- "Ic.-w- I 00 reeta nr G ��- - . it . . . - � . . - ; I - . , I M. I I l,' In FU . ;i=l - 0) : i ;fj V) � - i ___ ll .- - i � -- ( Olik ! , . 2 - - in yolimit Sn011 in-- � __ I . . , � � ' = .= 1 , U . - i! board, use tar -1-a nolls, as a b,i:5et : 1 - el Norkinq toHorms t5 opplic f� -� Of , -in 1 _ - _ U71 0) E� r __ ' ` - a OPS . the flop to- 1% flat over vlo hood floshirmi. Apply I . Orl Milt --it � � b i Sing framing �lii � in at the he ------ _S; is -Illemill I 'It __ � � _ f- I I . : .1 - Inch nt ill-lin � - -- 5o -�S i5ed. 1�hcn m-t-all:o�i;no __ i i I I i O � ��_ ath i -_IW�tll_e. NI90'.t1:IpIO5 Nith 1.0 1 i d to the I Pin a nis ioc,v of s inq top over the- entire ,- _n - t I i - i I - : I S� .t I on sheathir-1g, I -1 - i � 1 1 , � 3: E ":- mi - .0 I . . i im -M i . i i � � i . of Qonc, cut made In the � . The too shall be compir seed against -.In Ji and line Intead :6 , i E S-SSO��, use adhesives Nith poluluns-one. -_S51��,---S= is -- !OILI-fix inare. E i . I - �' - a) . ii - 'I I I I � - i . i a i � i . � . a � O I i I . E 9 I - , I . i L � ' - M - I CD - ; . ' - � I l � - n CIA lons firm pressure c a ly the, sseif adherino floshirlt ft- Promote seal to window 'i!So I I,' OnA51 t '50 . � - - I ! . . _ "i , - � � om - - -0 g i ! . - i i I rn inn, � �f . - I . - a i floshliii on extends � r the amP o Fiquirc 20- , - ,--� i dirartly over KindoK5 and doars. upp-Cli- --oi: nvili-inpeno7tom roll bg . 1 1 � - - � � . - - 1 4., M ,�e I = Ln E I - j i . .r L_ _,� - . i i � . � i 6,2 TAO LAYM ?4RB 5 2 �Sllmt I C. I-. I I - __ A I . I \ and Nfost. . -0 i 9 1 nism, i � ...... ........ 7 0)_0 - - i : 9 : � Wife. � in .�T . � . to , : I ; w_ - I i . I i� c IN T-4 1: � - , `j � ntal1q. r f I I I - I , - . - � - i -i Z � � i i � _1.2.4;1.5 Apply a piece- a,-' flashing lnoiiioilss the hood; of the rough op-aninct, The Iniumm It, aning shall i I Sonnion, - ,-I .6 0 1 .j � 5. C,----- -S 'n`nrNSn, S� -S -S- and loNsr top plates Kith 79vak 0 Ais a if --_S1 prelnt!,:,�,, 6,2.1 A two linjill ji or oullim" paper (SP) system mou lon rcovi ed -in oncer-darill with I it W I I i � _ _i - - , i . i �_- at bond joi5ti, header-- ord ro'! � ritos_ �=41- 2' or 5" I _ on& joinin no, - � . Lj_ . � � . E i E � , . - - . ; is . 11HImiii I -it = >, U) �_- V : �� � l� "I State . I � - . � I i f i r . : -.1 i IS �_ - __ i iEv isan. n- - - - . i __ i� ,-gic4i4h'&- i I - i -S. I . . S, - - __ - - i . - i 'Alm _\ � j SISS CL Q) U . ___ I I . ; 7 AS: E 9 \ i Ts �� a -0 -l� -� -_-�:i; -1 z _- - E � Mum I 9 / , - Lu - __ .. nSo � - . \ . . . 2 be "t. to the- Votath of the rouch"opening plus I tim i I - -S - _ owl shall be flashod/� knZ15 nnd into the wall � MM I i t i es the roil - sitl1h. 6i the � as -i=ll- . Plus 50 mm. ' . - N ones , � Sit lo I , -So I! . � �_ � �__ -:, oi� -Cro. Talais anu ocilldlental lis rs or, azl: I . 2 M, M I -Y 1= I - u- ' _ I � -_ I � i ji�,,- I � - I , an. noinil . i I ��_ ? - � , el , r A I i Per the JNR5 rra - -__ in. -- 2 mill-umil'o-. - , I., . % __ , i, . - U - . 9 . ifuli . 1� � � = I i I WN I . I l__ � �._ C4_"______1AP -- __ i . - . � I & . i� i I I j i .. / ! I I 2 ' (sea Figure 14). i ,A ') : � 1 Lli k j ell. I,A,ake 0 .-..rSnj 'S� -in - klii,� i ; i i I I - - 4�7 ?, ,U -_� : 1 I I - i I . i __ � � i 1 it - - = !� S T -i -5 5 _r . . M __, - -----'I t t I .4-i >, "-fil - I . - . . - - - 3 - I - F I I E I I -- ___ .0 in, i - - If!' , - . - 122 � ; , - - I------ -_ . I - o% >. ni� . 1 -if - , - - 9 . Slic N Arqn!��is,, . . i . 1-1-1 I - A l . .4 - � - . � i I E ... � - I - . I § i . M i=n = -S= . ; Sol 1 ; � 2 V___ - I ;;� ZL - 9 . - , � i i . - - . I � a - L� 41 / . i lonsill i - � -_ - . . . - - i I i i - S: = lf-- 0. ; I 1 � - � or over o- r,luncr --V m a it �_ � i I U - ! 2 t i 9 - t 5 . I ---- � - : l: I . 2! i � . - - __ Ourill pattem In VERTICAL . . -1 1!!! " ��,� U - -_ I I ri - ��Oni:�-7 - Inn , 'tom of the first floor on- a- - - lont im IS? r ny floor - Vis i . V�__ I , - -ned instal � in r�us Imi 3 i .--1 I I - I , - � in inn I tot I i7 6�2.2 oifns� the Ili In -on of L im soncuill lagar of KIRB, c t � - I- - � -: IS � Opp tied with Cr I E I it �Iw-�r---------i , 0-00 [ -1. rS'_S � � ' iil:�S --S- -0 --i 7 ldorii or cloor openings. rosten cn-_-.�, V. Noop so -v - . . � I � ( , il. i ifi� I E, � cisonry unit (C,MU). JULUARN.-Imill - :5 UOT=_� � � Wr= S - -canni: IS i . M % - i � �, l " - . � � il - n I I F I OUR I- _? x `IEP11,01R. I � I ! I i i � 7, \ 1 - : i , ,/ 1 5 m: ` I . nn, �_ � �_-_ I I � in = -r, O CA : I I I position � - � Oun �� j I � . [ I i 11 I/ M . i E 5 - - W;_ - - I , 7 i . , , i - I., n - ii,il; a ; I - H�41 I - � . - 0 - I! . -fLAOKW MUM" ,-KA&MOM:MW __ - i : , � --_ - i 1 1 , in O a) F I i I - SinS . " f . n I - - : i I LAA ,,I 1. ,� - - ---- . Is I i 1, � � I r a � I - �;_- Y) _,=6 Z 1 L , � � =S E -- mianOooturer's Ire-ttruic,tions Pon I V - ; I - � - // I i S�_ . - - 3 1 - i , . 1, � I a- Tack sp �_ -, �n�Si. nveric,porig rough sill I::ly 4"-5". Aso hon; i 1 5H IN5-AL-ATI N EP,LrZ S 1 -I 2 4 ir a rigid. on lilaini-ri-11- 5111 son system ' used. �ni 10inI in 1 1 i 1-1 I 1 1 1 : . , i I - xl - ,L � I . i M n i I � t`j -.4 . � . R - - i I !I ; ! FOR"i � - _r -a' . H E rill. l __ . 3 1 it � - E, / ; - 6; ;� I - I . i- 5 - - � . o' In make �no VS__� 6�- ,--- �n�� �5_-S in tho floshIng. FOLZ;� n- _ E Inst011 I _.WV a lashing. . i -_ � i - - pi I , !1 31 Z - V, ; . 2 R 2 . i - I ,_ i � A - i = i 1 -1.1 PRE -INSTALLATION iNSIP"ECTIOM � � - - I I �. 0 is and lrinnq�l n with tho P" an � i Pn`;�:M3Mf1lS;llii:n1 I �,Z_ � I f I . - flashing omill, r otion clat I- E 9� � - . � - , � . I L- �_ u l Vj =n, - 4-1 L_ � I I I I i i a __ 4 i it I : I i, , . - L=%�=_- I - I . . . J! � � - Vil ii I � m; � - 3 � : I locim Orlil& I � - I - - � R, �1 -'foll on-Itom. elf! flashing. Out tHo 4�- a�=�n n�� 1 2 __ i . i I M li - ci� Tc�ck up sw-o;.nF - - � � � � i, ]H i I a) - i � i � � i I �I . ! . Z - -5-ira � - . � � i i - -1 - 1: , , __ I ;z�i 5, O- i I - - � 9 - I Z! - .4- 4 I I i F I 11 G) In. - :3 c - i - � . � I I 2 Im _W ske r - �- -r� � l- n- -, - � nspect on- ole -on line mark side Ontior! r surfas- 0, the extisn'W_ win N mountino flonao, I . -0 L _ll:'_ , i i I n I -in - i - i 5 , .0 i � . i- I - No - P ::�li 0) : , , _ � 1 - . . I I , , i 'A nnr - I - - . 2 . � - . 9 - - � . - - - - - - . . . -F I I I for various se-que. - -Ino r�normldorotlonfl I - I . Million Dom . I J - 1 l�j 111, 1 ; 0 O U U 6 r: I , IV� lin L � ins',rcinlors. . n - i � W _ , � coch top venocl, n�_lo�, , ol?4 � n- r ac;6,;,rSc. , I � � - - . �_ 3 . . � l � � in - . - I . - , - - - . I I - I . . , i 1 I \ I - r part� lil I -1 = i monufor,tvrer illO trO reoomme . I i --i i #1 on'Tia I ii- I in oorilloot the Nininow n I 1 U - � . E I - -0 i , - i I I ._ I in J!i - i � JR. - a I __JL__ MAL. � ___ i - - i . ___ j on s . 10. Install hood lfoshinQ jl,,.D=_R min itiall c.. Tqvilik,S, CWH"R -AncloH flange. Exim-m i , � . ..; =SS 1 nino i -1l Int E in million a "� JISIRB Is Installed after the win; Sol lation, rof er in ASTM m i l On any !Sealant dopn . nor I inorq, if no-ols- s Is ore I 2119 .,tf,il --- , 7iii �� I � - ll� mo - 21!2 g i to ,hanufanturar ! i Look or misailone'd w6ldins at the, iioo� --of' . � mIssf__ In whole � nded rorno-jL4. 2 , - - (11 :3 - U 7__ - 0 1 1 , - x � I . . -- , on - -_. 7 5`-4'._ Fold top flap of Tyvek@ antiR I . -_ I usuin . SO it � � lie an L -t - . FigiulizE 211 E�KTMRMOR (3) - U, ir- in U I i 'ER - . 5 i flashing our OV l6nids imi'd ciel 11 1 ` 1=2 Bistiorts Instn lalicnr � n occur, the Installer shelf In is - - di�_- Ii t i in no thin It is - I IS ! IN . n2L Mial is; � - i � � - i 9� i � . 11.2 After olitantriq thm, mounting flongols, ofarof Hiff nj ci continuous in m (512, in/ nominlim __ i - � E� C - . l -M I ____ i �_ trtmtM - - I � _� I ! Slit i flashing. TAIE SSni onon-i-: �.-,5. li 59 -41- q P i i � - - litandord orlioctir,o and V - � ininiS mani,iffar.til _s -,ins' - I I � - . I illmo to in oiscorlui --ito This s i Isms . - , � . I � I _M 3: x 5) -0 11 0 � i i � i -- . . I A j i� tell - - � diameter P-C-od OT scltalcint on n-o- slook surface, OntOrlor facey -of �ol Smountino flarmas oli the I - -_ i . I 41 _'1 U) Ll- I= .= i . - i : -irs, Per& Val!n� ln� defcots within 5CI5 rillivil (12 in' �' �hio rough Still Inci - roto shot I I be -- W � i I I i T2.12 On the Interior, tho fnet-oller choll oppiq ai DZ!c-r:4- -od cind a I,ion�iritivvts M.t4airlor Pill U) c ' M . i � __ . - I iliss Y � , - '' I -_ Enn windoin at the hood and oot pSt (see Four-- L-). Apply scoilon- I- iTnis- infith any pro-punahill i in; -&t��, - - Im- ! I I sooled per the, SM -0 monlutonturer's inestrVotions before _� � i1risnilillotion oi-,o�t_. Ra-:'er to m6n, I I - - - i - : - � . . I I & - I q :3 V) = L 5: %� n" i holes or slots V the mou'l t Sol ;�ianqo. Oonneot that I ' i of socil-rit across atil loinory _ ____ I '. , --is- --niz . 9% � -io - � AIR- I . , � - ___ ___ � ....... ____ ___ ____ I 0 *755, � i . � o-ead n � � . boad o Sealant (Soo FIC raiiii 22 and 25, in reint ' limarn sealant rsonforminto to AAM Q) (n , - , 4YEW - - � . -1 i I - lu ;if _'_-� E 0 - full � i ____ E . 7 11110gr i - � F � �n i �_ �' I Iol r norn - oll ure 24), or IS in.- --ind-in manufooturter approved material ins- -ins, �= � - 2! -In � _ - I . _ . I-- O Zi c . i _ i . 41ndowl fromis Sic. ol I r - - ore. � I I 1 witho- __ ck--r roo (sons . .on . r O 1 �, I . 1 1 i - � � - 5 i = :Z ru uf I I _ .1 ii � o I, I x", I I I the H' inrlE ;':he rough oploring on oil n dom �' � actively ,140,--S I- isock - _ _ 9 I- S, 1; ii� - i� L - lt_leur�_r_ EXTERIOR - 1 Q , I I 3 --- I istolitor shall voriiy that the rough, ofusn!n- in - mi 2 ve " __ fi��M � I , ul �=n � I I I 5 __ : . i or, air seal. Th - of � L i i In - ue - . � Q) ,_ U) � - I � I I tu � IS, �___. � - 1- " The . I I I - - I � . ' - � D - J2 . F � l�- __ -mad nin - - 11) t a_ -___ 10-cl ri-eil E I I- mer to a.ul oxpo I mll; h.nq � dam to - -C-l-t watier Intrust- ri into the In_ li� . - , upturned mil :&Iodo from a r-_ I - � - - I � i � - - I . N, ,- , - � In 12 instal ler shol I notilu --I--' ininnt.-ae-tor to remedy anut dis.rom mmc per I_-.... - ctk�e, 1 2,41b Apply pri _ sod toriented strand board -, 65) as required by the, floe - . t I I I I Z<-�-, SnnM_ I - i I - I - - i- � I . I I main material Son S�o n SS) be Lead, Ir Properly air so- Sol- if a rigid -- - -t to Ill Pon AnS used, 4-0 - ! I � ufaraturor. (V L: -76 -� - =6 - __ ! � i . � r- lul 0 3 I ; . I � MmoinIll i - 2 I - � . - � il I - In in ! �_ - �6_ -SIT - � 2 I . : - . 4� r 3-7s - -1.1.4 7ho Instaliar shoill 'Mopect the, fienestration. prool-St F in ads onni --`nS:Z;- On - -ni _ If i = . r a is h 0 C, 1, -1; - -- n natinc-on 'the sib a;' the Ill ----- the vpturn_-d-,.*TF';x e"ll __T: minin �c I . - -=--, i . � -_ I - nSi �_ F� - � I - I � i - i F on go -O , F !7! I � I � o - ,on- n- reseal - �,, U M ... � I . � . i . - F �F le k,,f A , ISS a) il I nee asmoru. I . -- I - 2-q,-1 Adhere the saff'-colharme, flashing with Ith ." pressure ce.roms the hleac ol V Man— - i as nlseidod� Figure 2511 ,,=- .-D lin - - � . � 5 lF � It - I i 0 . � -------- . i, - I I r ji Hr ____ tl . n I, (n �= - if= i I-- . 2 t� -ii T___ __ - -i I top of the movn-.nc; Plonotis and os, no the roucih omanino on each 51do, oxtend!rm it 25 i 0 ;n) C - .� uls� i .- - - -- - - l I - I I dpL - � E Ili iii � - L -S �IM 1 (1) �- - . i - I 1 - a) I= O : 5 1 1 � �-_ outside- odge of tho fillushing at the lormos (5oo Figiur-c-st 15 and 16). f I . . I / . � E . - O - =0 - - - 1 ! I E . -- 1_2 NISTALILIATIO! omminCEMILRE5 5 ,i / , . I over I . -1 _______ - .- i . ____ - - CL) - =ln I . I I i 1; ill / ,I! �1111 � �� I i U), U V) 0 i � it � , I , I . 1 : , : .11 . 15 I I -ow i � fn --lm- 1 M (D n, :3 I .E i I z i - niI i - E I ./ ! � Illin -14 Zil r1k, , F - � ; I .S� .�il 6 - i - 1-i; I I � 11 1: - I I .. I I . � i LOY. � . . I :L-; i 7.2.1 In the -event that tre V%RB has not been ProviO is'u ronallmd, the inet-i' s all C-OmPlisto I .E " I � r I I i * - � I�Tr_ . 4-I C) i I __ i � i i , , 1 EE i -i I I I V) il nil 'L i +,he �_Iloklrml stf il 4'' ,/ T - - __ I 9 i I I -1. i ? M . . . spsZ 2 i. I 4 it ill . hill � E___ . II . 1111111 I - - D ci� - i I - I - - i i � 2 - . � / % _0-� ; _--It . 5 � . ; . 1 7 . � � - =�� In 4 I , I� O \ I -A E I i :mm, - 1140 I - , i M--------1 Ifillfral i ___ . � . . . 1 - � i I � Ili iia -11", i �. . L � . 1 1 NM � it"M t -0 - C,orefully c -.1 a modified "I" patt no . , II 1� L_W-R---,t - -_-MM--_,-, i . I � i 1 1 . - I 5 �. I 1 M � � - - I , i i i III 1 17 ? . i III . I I- � i lF F_ 'i . . . r ---I .. U . 7 i: . I - . n i . --- i I I i I i ill It � . i � .1 0 I I I � 1 E . . . . . i i U � , . . .ut line ii -47-I I ,-or- �- shown In llapro . -trit - ,� 1- on. of lij � 11 ___ i E I I 1; !!I I ! i I! . I I 1 4 - I . i I I ; H � . i� 1111 i : ! � - N i i immom; ill I -- I E I I � I I . in. ,- i - , 1 . N I IFF--- I I - 7 ___r , I , � i . I , I � i . -, �, I � i 7 I , . _n _JZ _" i - the inilfili5 is also ioc"OP -- us. - � i I Ili I 2) I I i I i 11 I � i .11� . i / I ! I C V - Z i . � I . i- . ,i i I I I .. ii ia 1 � . I I I I I it I I I : in : � . El .E i f I ; W ; I / � i � I fpc I - 1� f , I I% ,�i I ; I � - ___ __ - 1 ; - 1 t - I ,/ I i , � 0) 5 . - I � i- I A 1 1 9 I .IC I 1 � I F . 1 I i i. � o. li� ,-� � - . I . I i . - - `� III I . I I . � . I I i f �-1- - � i . I I I i . - i g 9 I 9 I . / I in I - �� . - i I ii 1 . I 1--- I i c � � 2� � / ,!i i .::= . . �,'_�! . I I I I p li " - , I I i ! ! , I- 3 1 9 i it I jq I 1 1 'I 1 ,/, 1!. I W� ,,,,�,/ I l I Iq I 1F �l = > " , � I ", rim ,i - it � 2 I i __n I I E I I � i� I i imO, _.- �l , iff I I I o-EET I I , I - in . , i i Ml i - -a - i UJI 104% Ili I � -, � 'i - . : . . i - i i� � 1 1 m Im i . � - - -1 . . , I -- - , � i I I � -_ r\I - i - i I . i A J- i-- , I I; W ! H I I ;, I' � i ji� . S. . .S., .Ez w , Cl. . \ iol;� Al , , 1, "" " - ; ! . I r, - \ . if ; / i - - - � ii I 2 � . I i 1 ,/ � I � i i I NM Z l , , . . , - \ =SS= 1 i i !: , /',r: , i - W 7�, , , I � - � , I i t - I I I I . =2= I 2 I . i .11/1, - - �i O . If M . j � i 'BivKylegil 1 . - _�r i .!7- . M Ol . . i E I OF Mim, I V I I � ! I . . . . . i I - - � . I I � , -in, .= � LU , i 2 , Ill 1 1! 0 I 9 : i L_ r- . I . 2 � � � 2 1 . bA 7 � � _LRE a - I I I - -� 1�w Bil Sim i. : WAII 1! . I I it . i - I !I ) _ i� .1 // I - z I i I . � :in,,uur il i - 21 : I , , i _Pplme-o W !.I � i I - :! ------- I . =0 . ; .. ,r . 5 . i 9 5 - -, - . . . P_`-�_A_ il �� - 1 I i � i - : if -- , . it 11 i I As an cunfaSSI bm� sealant sh-li no vOrmlin'Od to be opPEllso n!il the rol'! surfaaa, as o � . - _ 11 i I = 1 . - . . - O . . I � 11 I l --i �' , �� i . 5 I �11 / . .It, i i fi '= Q i q i i ! . I - I . 0 � 2 - - � : I ll 0 . 1, F � I . ,,, I � i � i - 1; S,_ V 2 - i � I-,- O in n0les or ski'l 1 li� i . !I! If � ; 1 : I . . . i i is back of .1ol mounting flange, In line or InPoSi=n- of anu O -punch istan � � ; . ,I : : 1i 1 t it i � i I - . 5 - I I S / i - i . 11Z� 1 S i . I LU . 11 I L ; 2. -, 5 5 I i �, E i. . I - - i : - � . � . I I I I a 1 I if -..--- � .t . ! �__ � 7A in E 'S PENN= LL -. , . i . . i H � - � - - 3 � � . I 0 1 - - . . i i . i ; H I I .- i L_ 9 . SM - - � i , � - � 1, i j 1 . ! . - >, ::� yi! Z C l- I . P, - hill a disoontinuous "- � --i-ant on the, lint'n--mir su� too of the mounting Noun- lot the i LLI N SrS ol� i I ; � ill i i i - , i I'll I I I , I --.---. I I I -S11 0) U mill I i I . - I I! W i il I 1 1 --'-, . I iii= - i - __ k . I I - n=- iprw / j il IM in. < � - i I AP _ - lin ��imz�mnmi 1 A 1 1 Cou 0 2 " I "I i . p� - I I i a . � I � . 94 - i - � men -, - a � i E i RE 22 iNTE IN7MRiOR a - L U ail siiiii all i if - A� M a , 2x jimA _M -- I 1 � t -2 < -;- !-; i . a I - k I 5 � - -I SO m-, (�2 voidlis neo- H -Will onds Is - I I r _1 U 1 i I tom-lin. Or two in! i I k i Riop, i ifl:!OURE 252 i I in 2 i - - I @ - I i s I I�F `lhe om -1 ov sealant shall have of ml ' I I 1 F 1 Oil -") __ __ O r� Ep% 'c al ;n . __ - . -2 r� . F . - E ii� i � x � . � I , I \ L � I n � 4-f . � 1 � 3 . , , - - - Sn, -111, - i V . 9 I 1 it_ nor rucit nins antitin- thin Airdow opening to oxit oo.9119. i Sl �a -, - - . I . 2 1 '_ ) I MN "), i I ", IL= --- � . ......- _ I _M § � W I �; l Figure 40, allowing on- i to US waInS � I U - ilu �i :;: . - - - I i _. - i � . - 6, � 1 E_ . x I _ I - � � - . . . i i � i . 5 E _QIe-j;2 I - . E ,- i , -_ i . 17 I ill I mIC-A)RE I L1 < -_ - - � . I ....... . XTF � 1 i U) I I I __ / I 5 . 5 I un > ,-- P) ;o . 4 M ul.; Sn: i 9 I I __.- - - I . - . . i i - I . - r . = I -Y lit - (U if . . I MOM 00 OL -I 11 . . - � t - LU � . . � I "" "Imm" -- - L_ - rii IZ- -0 i - -SI, I i , Y I i I 2 .92 I � t I no.- 1 I I i : O I I t, . i m - I I __ / __ _X I . . . I E . I i i - - it . nl% R n- 1 Z � �11 I E`n' � V in .- i olig"ife, - I . . Uj Ln i -A b%Dvlm ORP. l- 11 I i I i - - f . E - - � I I , E i %etc** I L__ s- � Sil :� I e-. O in 4-,` U_ I . I �� I . men . I I i - I . . . . - - - 2 - i i i E . I *4Z - i1D. � �, . I E I ___ i . I I n-li . - . I I '� I 51 . __1 � I I'M . . - IS a) 4� C = . M , I i . - �_ . . � I - - I,� q j� i i r- U i 2,- A _XF� I 9 loonies I I kill � I � � �__ 29mlimmono I . 5 MW 3 � lo UO) . - - i Z 4 I__= 11 mismium �_ I-- - " - - __ . I - I I i . li - KAmm 3 I - - i � H i __ � . � I Y Wl M" pggmolwo I I I . . __ - - I 5 I M l I . ____L_ t i � inm.. i E - !��i I . 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I ,,, I I I RIM-- ; I I I . i i . , I 0111 ! , � ,'�, i 11 i � Ii I , (V C) ,�� o >, ,,, , S 1 1 � , . 41 4' , L_ - / 11 � i ii , - I � I 1 1 ,:�/ . - " - - W- I 44- -1 9 � I ,:n , , - . _1 I nl I I i:!11 ", / I � a ��, I zi ,� , � � 6 Ma in E n I 2 I I �IW i- II :!it - , i l - It _�"j I 5 , , I . ;c a -V 21. I !]El Ili I "�/ I 11111 I i �m � 1 � i I I I I 2: fill " . 5 � .1 � 11 _ I / 1 � - I . V I !: ,' , E ,-- ,in- Q .i., - I : I L! &. . I - , - � ]i ;L 11 / , ! I . " I ff it '. ", 1, 1 1 1 1 1 1 i 1 0 ; V 1 i n i � , < , . , , . . i __ I, . I . � . . - - - __ . l ; , . i E � - , , ! I X I i i : . I i I � .0 - r'. -�� >, - 1 . it I - I/ �, I I I 7 � i 5 � I - . 5 :, i E Ikill I I lal if I . i 5 I jit: , / � - - � 0 ill . ! I , I , t I , a I it r I : L� : I I � ; 2 . IN 5� / 1� - 'i U) I x � � I � I � row. 0 M .0 W L tH. i � . / io- .i �: / i ;j I - - :3 i � i . I I E E. i . E_ i , � � I 9 I � . I -1 2i ,,, / . i . - . 0) i . � I . . I i I = i l I l It 5 . N .j M "/ ,� . - , . . III -OR- � i ll�: ominolin , it limmij a i I . . -- � NE . I'Onsw ; I I - I i - > . � - , I i i 'i I I H __ __ . . j; / - � . . i . - i i - - . . : . In - - it . I i I �,-, 1 i lzrk I i i . 11 � �i I -11 I . . . i >- I . I E I MRORT VIEN, 5 . . � � L =in 0 . I U . E I . �� . i i . I I i 1 1 I - i 4 1pa 1 I i i I ilFj_ ru E m .1 .. h I l I I liall , . ! I It 9 I 1 . . . FE L .1 -ti, -0 ,:S 0) 2 . I .f . B i i i . . , i t .- . - � U i 1 W I - � ��?Ilii - . I � i ____ I c: Z . , I � . i 5 E z i L � I i i � i35 �_ . i - I . i if, 1 3 lii;7ot '! �xr I / 1 I I 1 21. i . I I --- -- 1, I t I 2 , ; 1 r" . . � � 1 U. I E il : n -- M 4� it. M i I%---! ilomi f"MI � i I i Ol � i I I I � I il I -- 1_j 1 __ I I t insist 9 I � i - i - . : I E I . i . , I I - - E I l: . 5 � . . . F I 11 �: J, ( I I i � Z _� - i -2 l- - i� Z Q) I . � � . I I . IN +.P% . - - � - I . 9 i . . z I . � . � . 1 i =0 � 1 ! I I I . . i I . i I I I 'FISUME :24 1 . 1 I � I i I I � . i I i i 1 - l I N-1 Eli otl', I - O - e I 1 ci� i , . , Ln . . . . � I , . � i I r . I I F I I I � a 9 5 I I . 'r �--- ` 1 1 i I i 1 � 1 1 it - I=) =m a) 4 . z � 3 . F , C , lo M i . I i i . i I IFICkRE q �J�J`" \ .1 % I I I ; . I i - . - I - M i I I I � t i I � ; I - 6 fZ �n O "') i 1 . I I § I ! E � . - E � I I ifilmUll 16 E, 11010 . 3 Z i i c .I-, C -I -- of C E I 4 . i I 3 I . j i I � - seolont, a welso screed o- wick,ing 0 I l Z 1 T2.1.1 As an alternate to the di5continumvO boad or I - - 0) S: I I i � � I I I tevo"o"w� i I I II DOM OPWO, , I I � - i � I � i � � ii E = - T in imm �i . . f - . �� 1 I ',_,,,,,�,�,,,,",,i,, i�,d - � i 1 1 i i . . I "7.2.10 namb and Head I'llilialiffil. is Lisiniq Maichon' Hill Attacher! M--hing � I if Lit -0 , " _ . -C , W O lf � I I 7 ; i - . ME � 5 � -4 . - " I it 3 I i .. i i I I mmotionism shall be- Permitted to be applied ar thoje-mills orlds of th� efil to 01IOD5li !in ?d water W, - - - I I --��--,,�,4-`. �� E,�-,�&, i I i 2 5, I, I I . . , __ 5 -l-, Cl ,il- I- i . it 10 It ! I I I I � � i I ,,, �,ii] nimin 5 I! i i . I . " i i . i � i . 9 I � . - � . . is . - t:;; ", Ift - E .i --, 1 / isscop-_ . i -, '5 L_ 4-1) I 1 _L�",_,,, ,' , : _ _"_,,,,�, ,� ,� . , 5 ,�, �, ,�,,,, _- � ffl� 1 111% 1 M ill M - III - ill M 1 , . I; E I I W, in , , -, t , �,,,r'�,, . M - - - - . I N�= 1 ,tj-r [= 2 -r U - - A el"n-r- 2 i I ; 4 1 2 I I! 4,�ZQ;t� �,��a;il . I � P_ - , , , , . - ON 1, . i j - i - -,,-- - .- . - - W ,,, � - tj�l - . i - F i i I H;,�, __ . . I -7.:2.!0_f killmlsiri Solichanic-allu. --inam-had Noel i used, the Sifl-mviin roll wiSth shall be 250 Into i(d � � , � i . - ; g]ff - - - - - .1 = . - - a M iiji -ill 16- VE I - � 8 ML 9 III . N)n V I !I. I ------ I I'M - E Of O S__ I . , 11- , - i]ii - � �_ - - = __ il - - EN - - - = ill I - H I - - i . � . i I I W , - - n � �nniin - 1 M m - ill MSSS - ill ga - - . � E .old I -0 i - . rl- 1_,,,�",_4,,, �K,',:N�,4 M M U Ill __ - � ff I i]E] = iniii %SnV H - - !I is. - � � � M Ili If - il %ni.4 - - . __ - - I � Smin - ii-0--sm" A - -4 K J -1t knot, - 1 -2 Hioncil1q, if a ri to i- sill Pon is used, am ILI a boad of s ollant to the i @ , , . . risill = co I i � I . I � �; � gi or murn.- I I, ; E . . r_ > .�lii! 0- -a I �� � . . - � . c I - -W �,� --t ""t"L" a � of � -A - m � � S i ' P%�g! . ,'� -2,-,,, 2 � - U C. WU - ter L i I � I � ---,,,�.�, - - -- 1 7 I z ou the upturned lea of the Pan inn-cria 4'. will Int!mr:e,t_- with t. -.orlor s V n7i r�vfw �j I I H. I I I I i il I 6 70 I--'- "' _�'- L" a si I I I idlis OiI - , 2JO.2 1 orl IS - s q mm (5/ile in -1 n minal at -�-_ad of soliniont over shonthinq (fwo i I ! . A (n 0 i � , - � L � i i I c In ;i, a!! c i --�",�,,, M / I . , "I --- - = -, � - ; `�', " I . ink - � - tin � - - . . F�i - - -) i- � I __Vn M F , i i I i I 2 w1naoill ona ='on an air,/ atc- scal. 1--c � 10 --to of the Mounting flor-Stin starting 216 mm - , - to roug I I // i � I � � I it 17�1 I ,,� . . I S) 'L ,,� . . . . . . . ii . � = - I 2,,, Sisom ii it i R � - - and the, extior r P ? .1 - a - A 0 _rr i 4; I i I � � - - Y I = = . - fu (in � 0 L- I = - - % ll� - - - I - - E_ - i I , I i I : Ci i i �i. - - I'll, Ir - - gg - � El � gg t � fl I J�__ i . � / = U - Y i 1117mil � M -Smin - = i - i -7 5- - h � . . '_'",L I S _ _�, _,�'�"'� � L� ,,_ �', _,�'�"'� � L� ','_ __�', �� � � L, , 1E � I/ i ", � L- __ immi - le, - i]gi � - = - - - - - m i - L -M- _� cimoninq (see fIqurV IT ciontinving OlQuin the lambs to t -- ---I.tom of nils � ... mounaina flange. i I i , / � � I � ? C 41-i - . - ::,"'S�"', � � � , I I � ,U 4� , , minin � - - - - - � � - - - ill I Iffo-Usl - � - i I I 2i - I . - 71, �i ','� -1 = _- - - - - - - - - � = - � � � - - - - - �_ � gg � "I - - � 2 I . :� 71, - ��, 1. = - - i]g - - - -- - - � � - - - - = I -_ 0 � -_ � I " , AND E) �F 'C' - - _ _ - - - ___ - KE E-ER�1- c AIR I 7-5 Hm modiovely set t!ilo window Int- the opening im-Pis Ficlure ilo)� , _-,�"_ _'�'L �� � - � - � . � 9 . _ = - I I c " _ 'L��, � 4 � NE innOmS Ill � � Sinn m � 5 - f I I i��Iali I U - U L_ nf ��, _` i i li. . : ,',� " � � � - � �� E I I , � i � a) ' ' " � � I . � � � n I USM n � - -,rW excess at 9 it I "",-�'�-, �,""__, �,�_ - H! ii� I . . . - i , _ - zillilmn so . . E - it - n- T Z Y - � I , � _ _ " " - I I - Atto,r,h the NR5 into position on no lt�ilin SA title . 0 me - amid trlr:,, a . - CL lini i �, - 5 I I 1, - - . W / 0 r I ��', &-_, " " __ - mill � - - - i retilluirled. � I - __ _. __ . iii I H I U I - %U Z: = I , - I'll, . � I 9 -01 k_ i _M61"'90--_� -OF, I I . , ," � -, _ i . � . I_— I I �,��, ,� ��",� � - __ - - - - - - � - - . - � . __:W . __ .= / - - P. . . . I � I � . . . Z i 4., ". IJI - = - SS_ � - - L-A 111mm I .9 _`M_ � - . Ii 1 I � Eli - �mii - � - = . IlE7 \ lozils - I i - � I . . .� I - � � ,;� - - - - - 2 I - - - liII I i -1 TAFE 11 I .i V___ . . . � � I . �, � = - - ii ill ii It i . Q - 4 5 iF C ; �,,,, I - - � � � - . M m . � toln I - ; . . I . iiiiiiiiiiiiiii ii � - L_ %..,P V L- Filism M . E � T2 21 At the hood of the opening, st r Inc cii the tin otorner SIP I � ininclow (rough) operilfins, I i i - . � . . I .. . u. a �5 ::1 l=n - I - I I . - . ! . -___1 . I , . . i . . i � I � . � .1 i ; V I . I -FiN x LL - -- � ill - � - � fie it -I -l=l i T� 06 - " i �,�-y, ��, III 4�� - - - - M - - - ____RU7 il,Z I � x 3: W 6 05 Z,5 M � - - .- 5 2 - - � C . go%- Irmill 11-- - - - - - iiiiiiiiiiil i i 2 99 r- 1W t7. ('__ , t: il - - � - - � _101 - I Ilifi . iff 71 ,11 . �; _�� I , _k� I _ , � iii - 1; : � ln� Qse�__� �,_Olit I I J�;._nn�j 11 a . -L 1 2 -6 Q) in - �_S,l,�,- -Iftil 7- 9 ____ I �_�� � _ - . l�m 2 1 - InS - measure from the nottenn hicirl ntalk- oncil then vertically a distance c4clumil so tie roll width a& I � _ i I E 11 __ � i � I � , If - I oniul �: I I 1 flnot i I __�i . _. . Ili i - - ....... I 1 71- ._Z -.S 1, 11 I, - � I - I , - I " - _`,'� "'?, i a i I *;� ft,,lfjM I ill . . �� c 1 I - - I I 1-1 -1111, _11N . . I I E 17 W 0 ,-- -a-, -11 - - ", _� ill ___ = Eil - - I!, i I I I' . - , 11 i . i - I 1, - , ti,,�,,,--,�'j - - � - M . . EEFIEER - __ __ - - - - - - - . M � � - � i Vilmils . I 11 2 1 Rty 1 1 z'_1�1 _,_� __ __ - - - - - - - - - - - - 11 . - - - , - _Y - - - - I . _ __11 ill , / : " I i ,� � - - iL - the flashing tc, be; Stop m , --no make a mark (see Fleuri, 5). i i I 11 . Lk ' E �, 1 ', - � - � - - - - __ li]g � - i i ----. . i � i M .r- 1 � '', L - " _e' - - � H . I I n=S .2. r �, - I I - - 41 � - � . � i , l L: � 9 , _ . - - il� I .i , I'll X & L J. �, , -, ' ._ - - - - � - - - --E- Joss' I A IT I I I, IF M, \ 1 h7 - ,,�; 'r ;P All 'join M r------- / >_ , = ff � - ___1 Ill � - - I � i I '/ --- . I -, , �e� " . I I I � - 0) t � ... , �1", - - ___ - � 2 � i . 1, ;it! � 11;. ,� I I I - � -5 - Souse Intiorforort.ar, Kito this opplitistntion of the Packer roa or - IV " , a) . i , c __�'L _"L - i F �.l . i I I , . _-, - - i , I I I " _ �, S ��, L�L,�,,f = � � - - _� - � � . : 11 ��,/, , 2: 0 L ",ql Mimi x nX U fitill-W lli. t 1 Rq 7 U - l i F I F, i . c . i . - I - . I . I I . E I � � , - ' LLL I . rim to l 7 u_U i ff . � i - - t . I , , lit ", .5 Ill . /V , I I � I sisnEant,, trim toluntoiss s ' mal -iol to ollo- lin!" -- conxi- S a air/itnamtr seal free Figure 265) in a! '5- U . i it - i ni i. I . ;, � . � mmi . . I; � � . : r '' 1; I i . . ! 9 t4�S I , E - l. __ . . - . I - I �� 1 \�__ -, � / , B c - I �_11 I i it - I,! i i 5. 1 i, . L -W- " 5- F " ljoill. I UiZii i . I ;� , � ii . , I �_ I - I , I . ill c permilinnsr loin- s inven sionlots.11, oreavrin an air/foater A � I � � I ..", K-S ii�,_, mail I � - - 111 , !:if / � I � 1 - ,� 91 I!1 ", . � I I � � �, k i I I O' C: , CL i I . � " 13i i 1 1 I coil maxie- sure the on-, =; ___ nimin � N__ I . 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IL 11 . . .r I 1 - . - MIRSV� __ __ 'm %.On timm"If"' -lor.� onno U M F N I t) 0 2 1 I . micon 1 L Vm4 i : W - L_- 0 _ L -A -I - � I . il� r7, i �_5�' i . �a_ I ,, _ I � - - 5 E � I E . I NE= 1i I . i I 41 rj�� I Ill; i 5 I 1 2 � ii �L i. -� '- 4-1 � L- - r ��,�l�� . E . . I ... r I . - �, � . . - - F-7 I �_ 1_1 . I I , r � H i . 1 Ill . .0 = %) L. � 2 I i i . F � " I I . ill lFT _. _: I - i � i - 2 i E ill ,I -OR, I I I ,� .- .i � . 11� I . 11 ; I I L - i, I - I l t � I i i i i E � I P�lpof;� � i ... . I , E __ . JSn E i4r. . . ? . . � � V . it 1 at I I - , I I t Siolilina - X- I � i ---il-, i O' �il, � I I I . ; 11- I i I - I I ai � � e'��,:::: i Al . . i : ----J! Ill i . - I ___� - � I . � __ - ___ � E His, - N&LAI, i I -7- =L_ - I-; , L' , : t I I i . \ it I LAW R 2 I flum- all i I . % H i i 9 . �� � .. 5 Ei I __ 1 zlc , Y i I i i - WOD-,*-iO?�e- , . 2� i I � - " , L, � 41, . . . I 1 i I -_ �� ,,, � '7_�I,i� , - � i P I I Ill 1. SACACM,lion . .. . 9 I 1. �� , . " ____ \ . nc� I- .i C) V) 7-- =l=j -6 �� ,, I I I i E i I - HIMI __ _ �� Sm", i � - I lmll%, i EX `=FR! OR I! I . . i i i - *�a l ,,_ L' , . . . . - _ , _ ��l � I i i ! I . I I 9 Iterini ALSM MMIJX i I . W I- "I" . . . - .E . as! E�L�� _,"I" � i .11 i 1 INW5 . . i"01 __ -, I I - - � . .... . :: ;, � iniOLRE 10 sell -1- �� _ _. i T . I RN.. 4- 0 = - .1 "L " 1 _ V if it _ - � .1 - _111. 1�1 __ tm I 1. ill I . . - 0 11, � L- Z i li I I I 'i R I i - � �� 1 I I 11 H I !a U I , � - i r i , .10.5 out jam -o- itimmithing to a lincosure-mant eNclfuln' l lois the roil mic"tni of this flashing -�_-Inq F i I I M C, i , __ i 3 i , J,R:06T� . I IL � .I _. � I I I - E. �', I I timmill E i , � ill I I I . . i I ",_ � . 11 , i IS - . . � I i M it'\ 11 !in gtL - L_ ,- >, 4-- -1 . I Ill I . t o wIndof,q tentirporortly into position and appi __ � E � i H � i . il I " r�( I! NS 3 . I . . . � , IMW �11 Lis Ir ru .i., ;S� _ - . I ill I i i , I a, M to a) ��_ 1 �'L _ . . it i __ - __ In? 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I 11 k__ ", I 1__-` - i : - E - i I I I c ]i - � -!. � . . I - - - � - .- . 11 - - - 2 i it _��. , ft - k� __ IN I I I i fi! 3 - ,c 0 0 i "T � . I . A - i I ii Folio I __ 4 a - I Ill- . I i I I 1_4 . I I . - i ____7j I . i - I � M M"aw - _�_\ 5 : - I 1 I I,LRZ�!EA' - . � F . - 2C A I--- � I _� -, i i .. - I lim. i, . j'_ L - � IFICUEZEE - � . ! - - - - i - I . i � � . ,; � I I M� 7 \ �. - 2 A I . I Trn--il D Ak I C . �_ 1 1 ,I - I I I .. . - i it , I 1 :j i i . - i -I -3 i 11 - - I � a i . . 1 M4 If , i - -Lai r r! -0 r_-1 >n L_ � � i � I I r � I - 2 . � . . . . g, � �! !W � �- 0 1 W . I i i - �n -_ 0 _,�:H__111 -Z 11\_ I i 2 1 it 9 � i"Por . I . � , � , ,----, 1 1 � , I - i - i - i I - s . . i !I � in, Nw- IN n - I I i I- 1i , � li� IN i cmis a z - I � i .-W I , '7.2.:22 To an- re oil an to priot'--ittion oonMillit extraire wind driven water l0n-S5 -I . E- .F. � I I . -6 N 1i I . 11 I ;�;Ilfl . - E In- M �� i I - . / I - 11 i I j � - - E �i _M 1 I FIRM 1, � xi �� - I I --- ,I R ;_ I Jill � - - (12 pelf motor i ��t I - , L � � - . I � I : T I ' - i i i I I -- 1 . I I . � Pilli I In M - - 1 1 r- it il=_-, I l I 0 I r--, ill \ I V! i if=: � i -F i ____ Wimir i� "/",�/ I - loods,, it is sritin-01; that the Perimeter Interior air and water seal between the Hin-01- and the - 0 - . I =nnin I . � . . . U , - I 9 f -_ . . I � .%i � � . . - I I L \ '': im! li I N� � sill Pon f cishing is able t -in ;n -ft thistond this pres5urio load. wit ut air cm noter lookage. Special . r .§ . � / I I i . F - - - ��A -, - i 9 �� - - � I a I - - I - , 0 1 A / :j- � , . -1 . �� E_ I -1 I SE_;� 0 - - -.- -H i ff . , . - , I S7 / 2 -01 , 8 1 S. - - I I . � -is � T -,� I -, - i I 11 / " � � s 1 mi, � ,_�O .. T � ;. � _ ,�oiiiil, ) 1 ! I � � i . - 1 1 e - rim I � I - . 1 . I i R F - - 1 RN -- I - - . 11 Ininnimr -- - 1 . / S� ::L I "_ � I i I V R I ;Ni i� I � 10 . � is . IS, - - � I i n� i - - � E Colliti - needs be ar,70 I --a to t1i - linteirlor cornars. On mi lint f ; . 9 2 I .- . 3 - � I I z - I I � i if - Cill 1 ; - . � I It I - � --- 17 2 I E I \ / i I 11 2 1 � i _ j --- - ill 11 ,/ - i C - i I I . 9 __ � i 1 I I i I 1 I iil g! ; _ 7?1I i, J I - . � � F i 2 a I InS41 . 1-i. 9 c 11 . I i . I \ . / I - NiL.'___ . - I I - I- i - ownritil ip -a ro �- im . I I � . " �. I I I I : i 6.0 lm� lhll��LATIQN �� � . L______ I . I �, ; / I � non ! KIL[Ww W- i g i I .61 I , i . i - __ � I � - -1 i 1 i mom 112i � � I . I . i I \ ! . I 9 , 1 A %��,_. � 1 1 , � . 2 i i . L�A , 2 i I I i i � . M 5 - I 11 fl- i i i I- cc= Orion i 2 �/ ___ . . t ; : - iiii . � .. . I 5 . . i� L-±J,L- � I i '41 . . I I � - I I \_11, i I ll� ,I � R; - I t: 1. I i F im " i � I , i I I I � i i I __ i I . "__� I i P" i F I itici ' at tt 0 F- 0 1 , q i . I __/ i I - wisl ; E . W The Wetallor shall en5jrls th -It- ninnestration Product firarne and Alan are installed plurnio, � it" if I _o - E 11 " I c - . !i i I __ it __ _k i - � t . - Al 1 ,� I i I , - N L__ I I . L 7- 3 U= Z U � E E I E I I . r � I 5 .: k I 1 1 in the atin- I 1 I . � i E I&vis', square isind trufs� nith nn� u=lad t-ollartair-es. ,-;) U - 0 . � - i � I 1 2 T. -I - , _- - C i I A i ii -7ji I . . � I ___� 4 . � . j � E � L -L-1 a) j -, -, ) I � R- � I i . I i i O U a) . SCALE: i I __` I § L Ln I I . i � . I �_ 9 LU V .1D . � I i i yin� � � I I, - I . j E r7�� I i i . I I I-- i &-;f*z; I IFIeulimi! E& F-XTMI OR, 1 5�2 The Installer SWit ler.5Vre - ot afli scism ."I ovis free . HIthin their I refines Ond that weather __j Ln 1 � , - I I .i I I ,_ . 11 EXTERiOR I � ;i � i � � L � � � I - , . 9 i i . I I i I i c - � . I I I . --------.--- i Y I i I . M 0 Z U . � s . - i strip Inc, on c-omprom-5ible s0on- mal -,o Put 1 -contact in,- - � -nPtInQ swrfam,os. < C5 . I � I . - � I I I I p - " ('I) - . I i - E I 5 � � l , i - . � - �� I I I M x I m I - - - __1 I A . I 11 , . I ro _n I � S . � 11 I - I � . I W I I I I I N il FT I - I 1 1 - � i W----\" i , I __ no _1_ I 43-1- I I i --f , I i2n!n�� I � 11, . 2 . I . I i I I i ii i - � I i I � I I i � i I . . i ? I I 9 . I V � L-1, w� . '7 - - 15__E�nn TAR� �11W � - - � i 1 W -e -'r- F�--FP) � 19 = I I if H i I I !_ I � I lh-.. . 1, i � I i � , � Simill I I Mel � on I i - I I _IL_jnnI nim, I : 1 4>5 lniiiftollor tili all cosuint that �Pmar_ao I_ - fli� i -r- � I I _1�' "IM - - - Qln_� 66 ; 1. I I i , it lo hor- cw-e suc,h as iocks, orcn-_, latches and h1nools 0 V:- - 0 x 7 1 �: I � � - . i OR i , ' 1�if and N __> I I a i I ,-I I - N . ::) - � IF! ettfu- - IS 1-0. ERI I to 7 cusir-stis emoo nen oil !o -F -ri � moc-honlVnis engage, and operate- Vi isperly. - c i - I � � � C) I i i I i I r"j 5in - i I � � . - .2 6 7 . i � - . - i 5.4 ,-Its installer anall fen-=O�e nol-t- all ac-ocissorles, and other c,onmoominia of the 7-OrilestratiOn . 11.1 fu , - f . . . I . i ' � :6 . . . . . � smisn suloh cis s-nrcelfins and roind � Nora, - :;-- . i I . . produot assernbis ore pr l'- Irc ; � I i I _L k..i in � i . . ,, �� m: V) I I i : i , u= :0 c i . . i - -9 - F1 -_ I . ! 55 After Motafflatlon of tE to � ndow, drainage holes ltiliall be Inspected for bloistioge and firmed Z . . "S 1 i i - Ins - n Q) 0 i i � . I - . . I � i - 9 � ,n 41 - i Sil E E � a I E c onij obs-truotormi to oll0n; nrniniage. 0 te . I i � ; I I � - >- n i .0- - . I I 5 " : . _;=.� �. a_ i . _ff " 4, I .- _. S' il� - . i . - . l - ul� n U . . 1 - I- C� X i I i ASSIMMin AW% �0 l- a - -a All a qpsm% � . - -, C _r c I ; a ^ - - - ic 1) i ; � � � � -*40% a - AM ml -T ., - i - � � - OM - � ff�w %L - I . niT - - - m - tyy � � i�; i I M � M M () - M 111111111L _11 M - -1 - lim � � - 0 111111 __ I M_ I i � - ii ft' - 1 - . - - - = m M 0 0- i . - 0 0 - OP%L - - - I - M - i or- iff � U �]]]]]!i]]]]]]] - ----Mmio - MEOW -0 ilo� C, I i V 1 I I - AM � . 2 - - U i _J - iff W a If a - Ell - - - I .0 i I - I 6= � %Mir n"'41111ils � N L_ � � i � I ilill - ]l I v -_ - -- i i ie %w4f %A nill ill's I I -% -- - _ - � mm: ___ liA � %IIIIIIIIIIII1111F 1 1, � i . i >. _ = I I i C: I I I I m Fi 3: M . U.- (V M = . I M 1 A ft I I - (0 - En I I - I ix - - 0 & >� = 1 1 r I iT I C.A W -0 .o 0 ! � limatff I . . f . C: �X I i I .-- - ,V -0-6 i E . I i 'El La W 4a i i � � 0—m A A — I I —] 1 . I � - W 5 § 5 i – - a) -3: ;7 f .r i I � . e I 1 m - 4.F LE, I. i I ! In - - itielit . I - . E X: . a, i � - - I i 11 R31.1.71.3-1 W-alkline- - -1 If no . iser C. C � 4., -2 '�,_ I I %or . %.j - u� �Ii � R31.13AA RIJ height Iz - -11 I - �, � d dir c '_ n - tr through the turn a ' I i m - z - 7 � _ - - - I Tb - �,nder d I I - - I 6" lie , I I I .- �� . __ I trea sball M cocCen tht- Curve -� - - -Z: " - I - 1 " 111.72 flu -n -re -01111 �:, :,� � Im" acre" S I - - 1-1___-11__ I dimeftsi I The tnall, v; er heig-ja shall be 7 inches (10 6 .,., -L : ; i . . 143 - 11 ,� I ,,, a imalk" - - I Tb - 12 -inch (305 mm) �r untaim Tis , , Y4 5 T, , z � � _I . � '�,�, �, I " ! -.y -()5 � �a� . I I I i . r 1-11 I i V2 a �m__;, I - , I E - ce = - o romut sidelerheretN _----- I - k I i The rnin nntorilicacromen I i" "I I— �� , " , '1�1 - it ic ted � � inchc�,, ( n1m) E _ie 1 � � n �_) � � P , , - _- - I -, lgwaface o the. 1-vinder. trim), 1be riser shall be nimm-ed -iorticall . beftmen ! - I , , , "'' 1 - I � I � . - F - z , A � - - � - - �� - I I S'ECTION A -13M7 STAIR"'- , . . � - , � � E 1� I , � - , I E - ; _,-C�z Elojor of � chi-ni s air width -tit c -Ili - I - � I � . - a ` I - i I J-111-lemneasun-d � - � I i �_ ; � � . -1 - . t=- 1 - Jan- m th e w in - ne __ i ; � 1� , e, "�'_ � 'the 1_ i U. x , I � . , L I, - -S � i -�� �� ,,, , i _11 'p. 6 - I -1 'at -eads - -2, (5 '!� = . 11 i - - F ' 032 rn,m) , . - �- _ �2 1 ,ha I in I c I �,--- nj,',�� 0 MCI a. I , 1�1, I - � a - ,MhING 9 I 1 the voint of I leading edges of theadjac at ur ,- PHOTO 10. fl I � . I 1, �,� ,��_ �, ,� ,, L I � i "gur it F li-wind- KAM __ . . . I I - i 2 -1 __ I E ed *n- t -T 1 � I ��-,, L,�,,,,� -,� :�,,, - � nq 3 are adjace�,-A. itornhin ltheAghrl ID i i - - IneaStRI. � 'W fte �Z�oi- - �, � I I � ,,�- ��, � - �', �_ � � , ",", . A -WING 7 -as A- , t. win, f� t __ -1 I - I � - , '', , , - ,��>, ,"4 __ - - . I 1 - _11W� E - . . 2 r\ - . I ��% ,. ''I " - � reat E -F i . is - I i I --i'th. ". ,_,:��'. ��-Oln d � I ne adiontin , a (n - L_ , , 1, �, ' ' Li - - - - r_ = 0 1 - � I I i __ n ,V . - s n ue used. M ilau , - - � - I � I . -1 . . . E � � . j�� -$ b raore than % inoth w - _. j E.N , I j .1 -I -11,11 ee , , I i � "dest clear stair v.ardth of the ad -lace win , ING - - ffiglu, DRAWING 0- of �z �_ � I witi. � i � 1h - , - _ , jer-v go-eates' riser height wiffifix awy, I .... , i i fne t t � �,�_, �j . I - ii- W2 ', E � .read jn�s -- - `010 A - r f�njjj tul r. 'yl - "': ''�, ", '-,� �,� -,�, �,:, _�� i wi; � I )< 0 i . . . I, . . Sn Y � t;t C ! i � - . � I I I I , � b not zxc e -ed the sinalles. 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IC ' - 1009 � %vo ,starvts"."'-'�Glg - 3 . .21 W - te 4: i @ 01 � $7�;;,_, ay Manufai 3RI u P, to i I I — - - . � u �. r � ! 2 � -;,I rtz,r � As - i - t- - - -- - ion of IRC 4:Q j= .& I _ -1 z�wlakllm 1. q el I I i V) C: i . I __ 1" !� � a, - . . - -_ I 9 I - - i- -0 .- i I i lg� sm 0Ai% W_ 11 ui 'u I - � - - i .2 o . " (1) =$ i te- A I - a . - - 1 m I let- 11 11 ititlitO - 11- - i. - E - - - - . � - - - � � � L_ %a ! 4_1 -) E iul -,-� - .%. � it - E7 T = - 9- � r- aw�, om-% R I -r r% a I E-A, C% -K- IEET rEs IN 1 se�_- -r- � e--% ---- M1 J� E ,A - - � K =3 " - . r!"ri. 0 - � A f ---r D a- se"% - - � � - 4 711 1 . L_.. a- ��_ - - i . - - 11 J� I. - 1. P.m i i EE - - - m ISL� a ii� � -, E u 2 - - - - � � 4 1 - - I 1 'Al u D V k.--- i NINE %.O IX -a I I r%` r -A I I L_ %1_1 u I N; 1 K� A -� 1E.- � - /A - - u - - N L-_ N. T RIA H - A t i AlzF e"i"JEs' 0 1 = _� It %mo r PlIti.ij I L. a .r_ -0 In — - - I �tlf 50 =u; Z E u k � I - E , S_ L_ 2 ' - n 1_A"% e-- 1 m- k A r - 'el- - z - - ;_ - - l e I = ,a I 04 � "Z;*% 6 ," � In �F W_ m ; - I- i I Im - 1. il� m � M : - ,-& � i - �_ limew a _ B � � - - [�Ax I A I I �1 " m Imea.0 _� rel %J %..j V-2 AEtA P - fii� =16 - - %J - ,a I � - - - I m- V m - �- -_ 0; C: 0 .�, m 0, . - N m - ,o-� eiiX, A .4 'r C— W.L Q u - a m - LT "Titt 0 'r-: U u U! le..Eii m I I �r- 1 a I I C., _% 'r LL — � 11 2 m � _1sli"t"Et I Ir � H_ E S E U , - 0 --ON a ittelgo D F F _A1 � � I NV . . , . ____ __ --,-- ________� t@. =0= 1 IN Z rN 4D i . L_ L_ P 4.j = rn 0 � Q) ��j i 1 2 .-- (1) � . i —1 i � i ; = � � . : �.r_ _ -0 _.;� . 1 !0'� . . — . - � . I I -,-.- g 1 i � . i - ---I-- ___ - � I � I I � . . Lu I - I - a <_ =I 4 . - I - - 2: � � TO lat i m = i - I . i - I - � � U ul .- I ii �iqjm i : ii ;�i �� i;; , i 1! 3 . tny� I I igh n&yn - i i I I 11 I I I- 7777�r�� - __ 4A - _tlti - � RK .73.1 He. tt.Bo, I I 'I- i - - . . -_ . ; 0 - � - , - I - Mize com-posite S4----- R311.7.6 Stairway wal-king surbace. I I i r,__ I :";,�, , 1-7i i - -_ - nr wood/phis � , - - - ' . - %, I I �,�A i, , -, _��,�', ] i I -- R31 � �� � �_ - I � I f � I - I W .,4 �� i - A , - __ - - . E i -gK measured vertically� \1 \ V � i -- ::! T Z; C I, � r-_ I - , "I'll, � . - � __ 11 __ - 0�; 1 C M - I - I �1, iti . it ` � . I � i E ., - �k it -, i - ___ 11 I T he wal � i u ne � K)S USED -110 � - . U ea`as� -- muin S4 . - I I 1% < ON . i ; - _m, a I , � king surface e- ads d I i 9 - - - A - � I it - ll 1, S i i - I depill. - i i i 113-14,7,A.3 Profile, I -_1 , V2 MAX111" ! -_ as, i - omposite stait-treads she- � 11 FITTV � � - 3- � ,� law - I " I - - __ � __S1 RR31-10-4.2 Tread PGRENIMTREA DEPTH AV-311BE - - ;', - --I'k�?" IF i W - - f tre an ' landings of In the sloped plarte - - - i _��, . 1 1 E - shU Ji- 'rt ; ! I � � � I sta I than ne unit frca - - ca m i - he radius of cumadure it 4' � __ I - - _0 Iti!) �tL 15 !k' .S - s (211 J 4 , --- - - I I St &tit , 4N�1� , -_ ''I ,h - -Section R" 7-44 drivqys shall be sloped rio-e-per t o . I - - � -*— FIR MN71HUOUS (n _j I he I . - - , I - - ,-,7 2 �� -om pE- .7 � , IThe minfinutir tread depth A I `--- I 0 inc-he-L 5 I Lek. 2 DEPTH - 10 1 1 - I I I E � -11.1 win the prrivisions � - — r . I - I � I 't i 11. . � L I I L�; - � fq� :E:a:; - - I H SMAU"MIT11T BAAJ) E _ ____ . gl-Cew! ,L,,?�� 'm 11 - � OTO -1 I i - B�_ adj uning the tread nosing, - L i T MITI` ARE . �t_ lo a) , _:� - Lu W1 - " I I - I re f -penment slope). i - I B �6V_ 2 4 1 - r� i - - I I I vert. I i 08 0 I - . n- `l� 111-11re tread depth shall be measured horizont = 3 1. i - V; a L z )7 a ,� � I ff 1 1 1 - . - I - -1 I RA QN, L (n 1�� 1 i 1, 131 V - - - - - L I - :�w 7, I" I 1 - i - � I \ � A � F.. � � i I - � I n;1 ; It I I PHOTO _11 i Sur z I T�T PEWMB; TO EXCEED . - ;� WE �n i � - �� OjeetInn L i no� 1-_�- - I -or 9sh face o z ratin-9 I ce 00 i � _ , t 1, U -rw I . i'll z -_ -j -- ., -E =�; i � ibrc,mOst P� , � _ I I I I— _� i i I l'i ;nChe - , W 'U" __�: , , 5 " 1 i � "I U) - i _ � �� I - � 2 � De-Lween We vertical P -lines of the 11 -, A Q �, I . R311.7.5 I aBdings for sta � S� ; i S i - 1� 9 . . 7 " � I 11 be not less Th \ N . X ,C) uj 4_i � I �,l " I I I I L I � I A - � z ..I Mimi I -t � S k i.Z, ! m �1 - I I 1, I I I i Th-rest-a-l-lbeafl -- In - L L En . � Slope. sba I ,- I - I THE KUMAIL HEIGHT ;_� Y W W ". 0 aim m u , I jacer - A 8- i - - I :,L I 11 � on or landing sl the iop and I A. , L I I - 11 � of ad it treads ana at a right an4e no the truad'S SPMPLE STAIR i I wi� `,,,,��--� --,,- � I !- " i _� - I ''I I i i L. jT VERTICAL jN - . 3A i�jc!-�cs i86A riun) and jic--'; g RN -j j I< - - L, - i - Vj 0_4 �m I . I - ' �7T L L - , 9 � " - - . ' j � - li . e greatest tread depth i I . oft im 0"aacli sufxrwwy� I i n, -1 I I i ,-,, '\,, I - In I;, :t:; E = E i edge. PHOTO 1.0. Th m i z I " ._G I - ff I � I - "I 11 z � - - - 2: F- -_ I I kve, � . HEK3411- I . .- - t . i r- - �!, �-, , � ! � E -1 i I . . I eNiCee, � -- I OPE) m - LU . I � I I L I I - I i � - �, � leading H? I IS VJFH4 I , I Drfl� I L 1 2% S- � r-nme LI -an '18 unches ' 65 - I � - %.; V of-stai-s shall no' E I - n 0 wirnin taqy raug-111 MAYAN- - � - E I L� I I - � In �_ m �j , I -, � a, �E 0 - . I � 1ra - s 401. ACCEPTANUC - I �. � , ), �L_ -4, ! L_ � - - - I I - � - 7 - 1 : I -1 z at - � 1 � Lu - f - : � _''i z . -A an e I �Znl 1 Zs 1�r I � trim'. 1- . - i ;�J� � - ,'L I E,,XCe_&r 1E __2% - ! I - 1\ - - m ! exceed the smalle-ml - ratire. than % inch (9-5 �� �, I ,4 E Li .i- -- 4 � floCr or" ding is not raquir d at 'he - � i !� I C () D E u m r1rS . I I ll - � -winders at the L' 11 - I -111 I a = I ,"'LLL -1 1 1 MiN, zE_ A 11 N� '_ 1\ I 1 2 U ?, (u 1 r 1 .qpii 11it - - - d! 11 I I -11 I ��. hPly L I = I I Itid I __1 `__� - - - - M - isi,,;t 10-lyieh- ed I � I i - � � stairs, inc'udip -- sta - � Im I ! I I I . I ,� - nte-fior�firfghl of __ I -- US- ! __ I ", >, um .1m 0) > 1 I U) New immW < � PHOTO - . - i - I lul-t _. - - B, a - C: � . - . - i-. � � - . I , = - � . Excem " It I - I I E L , - S1.1UN allowa- Wfth4-_ t1te suilefl,ight of . - , I- , __ _ �&a �, '' ' _�', L'_ , '�'���j � -ir d "i r1o., - ,, L,-" j > It I , H oe i � � i �', i - . . in an encirlsed garage. provided a (toe m 9tm , � I . walkline 4fil � - I - i i � - I - i ! W, - - . � � ,A�m_ El i - _1 - - 1 - - a volute, AM �__i \ I � _,_j " uj _�i i i U) � I � ��,,_f 1 �,,, ,qji�- -0slairs she I not - 1 � Th� - i 11 . i ! � � 9 i � . -1 -A i � I i �� i 10 - 11 - I ,iZ Se -2 '80 . �w i , . 7 I do --not have to be 11 I � - ir se I . tiurnoul or cLarfing easing 1 ,,i , ,,,�"-_,_,_, -,v . " S r2- � -- , and -1 %9. i 11 �, � , airs. Aflight o I qt;n LL ctan-gU_X1 L"t'a" r_- " LL I," I - sw ng over the s 'oet ('2658 1 ' , I I i - larger than 12 j I - I I - A" inch t9 5 .1.111, I , , i i i I I r, - rec L I have a ve ca i il __ - - ift- 3 . ,m) of the rangular tread . . LLL I I � I � - . __ = ! � a ;6 s , - I - �, _�� ;L � . - :�Iom E - f�_ - i . . - IV- I I I - i � i I shal'be allowed ov r t - i �, a �%- -, 1 , > E . � . � - - I I - , � m rn) b ,or levels or lan I - � - I ! W I 5 -0 W M � depth, DRAVVING I 35 L I i I I molc U�� im. etween flo dings� The widu- . i ' LL I t � 7iD 3: Q) *Z on I , 11 , i I I i I - -1 � _,, . � \ . - LLL I A . ! lowest . PH010 �_ . L fM � — I I i . E- ,I - I P, MI m Il& M OPE OF RISIER IM . of each landing shall nor be ess 'ant e wi-I I 11 it�tit . 1 1 -1 �i I I le :11 ----.. I i x I�X - � :F V L_ i ' � �. i . - � I . � - I -0 4- .S atu i 1 �!, � i . L, �, � E TIVinder treads sh all I - ve a mininymn --I-- - I I - I of tiat vm r -Na -i, served. Every I I ung sl 11 1 111 ,m � : I ' N a) i i %�w i - I tread f - " � x_ k � WND-7 EXCEED 300 ' ,;i I E ___j � " �' � - . - - ' n I 'nAs - ! i - -1 ,7� i , , , ' I - _�, m Ili 0 CA 41 1 nt: � t 5 . i J, ,,_ ,� � F� mr,", 11.11--111" 11 i - i a ; I EJ - � - In -_ I I . h - � 6 in.--hes (914 nin-) i s � . P_ I . i _ L 1 . V11hen 'an-hw,' fitri i ��_�, " I I � � � I., . I � I I - . . I 7"L _' - . i m � � _ -,,,, I 0 1 1 .0 inches (27-14 ram) njeasurvu benveen , e vert at ! I I� 6-',��i,�!gti - a Trunimurn &mens I o - I i I � (LI . �. - - � �� I or bendings are used to I , st projecuun 4j - ir - i .rf - direction oftravel. DRAYAW3 . : --1 '_1 � . i . . � I I , I cpds I at C Q �_ � i planes of the foreino f Aacent t PH _-TO 2U � i measU ,Gill th, i �, I i I . 4-i q") L � - . I i �, � . Mo ' :-air I � , t � � i z i i i � I I - 11��, K � I L N at tbe :1,11tersections with the vinillkhrie. JVfnder treads i "i" - v-mde ct,W oris transition ,I . � � "I . x I N - E i .!=' I . 21 i - I i ___ __ I � �� =6 �j -6 2 z_ i - - -- ce ay. he transiti n -f -, . _5 - . I 1, 11 I I I ..o 9 - . I _", , � � _qtc -e �L I'LL i�l --.-.', - . I � I I �, � . it - , � . L I I I i . I U - L 1 . s- allha-ve a n Jer h o-'6 ` nch s ('52 mz.. ," I -,C; ii0t, , - l0t d W I belivir nfligh , t: . I _�-,,,4 I - �y is , � -11 - I - --- i � . -jr!*nun, tread - -t I - . � I I I . 11 i " � - ___� . � i i , - I 2 . . - z . - --- � _� j I I I frorn handrad to guardrail. or - t . I L.- . - of . � I - I - � i i I � 11 - 1� is ilot 111211FIV ill , i i __ - - � I I - z I _� - fit 11 E 1, .2 !F; - cl� - wit, of 11, stair �,�.2 1� - . - � - � I - I I - - . I---- , - . - I I % L-_ - I -al - - ! - 1 i Us. I -1 i i I vvithin t c ar ith - 1, 11 � � " . 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I I I I . . 2 a . � I � , I i I - - j I i t 1, Ir - 11 � I i i I - I I `6 i � - -Oilff I - - f _` I � , � � 6� � � ��� I i I i I 0- t u, A, 0 � --- - i 0 5 (A- R � " I i u L_ x i - - - 4� C I I - - 0 e -L - Cn _a ad- r7 - A -me - ft _- �__-Wam%k 4 o - - - � Ow OL 1 - = ff V& m �ff M m :It . - :)a 1011amm SENSE L S I L 1 1= - - Tt : 5: ' I -a it - � ::-, a Z: 5 - EEEF� � � i0oft- 0 1 111 %00% B . 1 j isamm I - AD - 9 " i till I . A '%OM- - I laol;_ Ill B an - - 2 - .0 � - � 1 its 1 1- i i - i i I - AN - P t I . I- - - Ask .R-�� m I � 0 . i I 1 I - - - __ continkjjty-� -7 - - - " u_e �� - i _- roy stairways Oball be co- u ous for � --, F % -1 I c ffight, DRAW NG 26 b). 1'1) firoir. . --,T ig � to fl , a V_ _� 11 above the top riser Of Ine-I - - - �, - � I _ 1bove, ame Ionrea. riser o F thefligh I. I eon I - �MPW - -4'- � -1 O � _G 27 -and PHOTO 28 Mn`ldrat . I -, - -Il � i a 4 , - a te inn e -we i I he ,,i P OTO 295 oi sh 'll termiR I , ,-1 H 1, Pf ';� i posis � he tersainals. 11�nd il a, acent to a w 1 all I i shall n' � Hoc " - tsl le-sthan I lx,� hich ('38 unn-11 I - i I between the fv'all wid the hartdraik� P1401 0- i 2 I i i- T itt ef to be . vxtcpiIoas,i � tyr, lckuls sl all be per is- e- , - , I I �Il I � I _ -- pted by a P 1 I at the turi n, in . . terim a tcw� Post i - - - -il - m F I �Io . fi-If I , i - , �, Ilse of a volute ,ut-nout. s-tarting , I - , I in, - " I . �� 1�_ilg ni- Starting rjewei shall be n1lowed- , ___11,-, -_ - � - ,1M � _:� 1 �_ � I -ti-T -1, � 0`70 -5 �pd, i k - 'P� I �� - , - uvemtr tread PHU, 4� i I- -4 1 _qj --,--- __ , � -i a �K)2rtjhcgte�nvnIMAnuten �Isit -- hon ' R 2M it ays,org i 12 � �' , Inte retation of If C - wiewst -, � <) C z�y i Ott!, - , ASS(Ima _rP I I �4 A SECT 'N'R312GUARIDS 'be I , ' )71,31-1 W` sh I I , he,re -required. Guards s WH ocated . . - _f I I ate open -sided waW-ing surfaces. incladilil; i7ant's- I I - (I is I or W I rampS an- ndings- that are hamed so i e thait - I ;_ I' to Or - I : � the ifto-n or I inches (762 mral measured vertica Iv - i . I - i E i grade belowat any - frint within 36 inc - lies "91-1 nim) horizontally to t11-1 t, --;e of -he open side. Dk�E.V�IINIG . � � 4-19 (I'k 151 Insect screcluing Shall not be considered as I I I i I a g-Stard. I I I i . i i I I R3112 Height. Required guards at ortori-S-sed � I � . walkingst,arfaces it�c-ludin,--stc-ir.v,t)o��-ene--.,b--Icon-.",-, . - � . � . - 2 f � 36 inches (5 I I I or'and-ings, shall be not' .ess than - 02A � . . I . MM) high measured vertically above the ad,mcera walk -Ing -surface, DRAWING 422 adjacent fixect . - - - i � act , - I tbe.e Hngedgesofthe 1 seating or the 'line connecting . . -NG 43 . . treads. DIRAMI, I I I I - I Ex eprions: I. Guards on the operl sides of .stairs t 'inches 1`86d z , �' I a have a height riot less dian. 34 I . Ann � . tran) measured vertically frorr a line connecting I ,be leading edges of the treads. DRAVVINiG 43 i t . i - I I 5 . I 2 - . 2. Vihen2 uirie top of the guard also --serves as a Ihan&ail on -the oper-1 sides -of s� � :'zirS, the top Of . ss; 341 1 the guard shall notbe not E � - man inches I I � = (84 in - aa A n -e , ri, - ,s incL -. -� � m , �, lj�, Itirn in - - IY65 mna _. - " i � 7 , s,, i j i __,,�j A_.-.,;c-1jy -a= -- -, - iine comiecting the � It I UU! ,,, a ukn� I - I . � i I . R M 43 i goad rig edges of, the a-eads. Df - I %2 i . L I . I I � � . I I I I � I - I - - - - - z 11311.7.7.3 Grip -size. . I - � 7 L3 . - - R � F U L A R, �_ - a - - All required harah-a- shallbeofon ofthefollolvin- ' - us Ile I O - I � I . � - I I a types or orovide eTuivale-im F'I4.lPaVijitfi_ DR-AMIG u I __ � , . 4111�"`Orft��l 1 a -� . � - I � Al. I I I I - � - - - - - �� I � I = � �s I � � I I a � a � � � . - a .. . * : V � i I - I - i =11 RIMMM I ii I M = - = � - . mm I -i I I . I I . I r_____ I I I - I --:�� - e eir �, NON-C-IRCULAR - - � � -��'�z 11 I - . V � I ./ "?-� ,-, i � /, ,Z_t 9 � / I u �!,` , -/Q i I I!. .n - - ! a P_:�� 4�662s--Allrzv- �_-I';, ; . - / "'i z - , -, " I i �� i"i.-I I _/j i � ., / - I I � 7 I _�- - i a _ -, 1 �/, - . . I , , I 1�1 - 1 I - - . I I )------' __7 ff , 1 7 z -1 - / - � � . - 1 __4_', - . - - I u i - - � _,-_-_-_-_--__--_-_-_-_--_-\ I X--------- 1p� 't� - - I PERIME TER = ssil I IM - I I EMM_ 10M _R1 im ,le, MINIM14 4; � I__ I 14" 1 . E_ AXII1111111 I 9 F 11" . � I-- - RADIUS 0J) V11110 � NIVII . � � - - - - - - - - - - . . - . - - - i �1 4 I I 1 2. -h nj ' , pe 111- Han Irads with a perimeter greater than , � '_ �,/_ a - nat ia�eagnaspablefinn- ,_ (I Wram) sr� 11 - , 6 , inches L � I - - - rre F son othsides of theprofile. The finger ne _1 -ceSs are 0 i n a I 1 u �g' - I - 'A + (19 �. � recess n of within a dknumcc of 1� itid- . - - lr=5__._� I 09 mm) � -ed vert --'rally from- the talle.1, poruflon o, - I f - .- - 4 � MC D-0fitz I", - - �_ 9 i +a- =,hie_,re Z dentli of a� �PQ � - � c-st i - I�T e1_11'an4hw' with acircuflarcross section ' Oig 51, � � -_---�, 16inch(SE'u- - � :_ _ I I - .,� _- be' w th- I �,�/.��,-171��3-1"�c,*-�-�,-Im�, W - - ) - - � ' ' n � T-- shall � avic aU .C.-itz- �- difimleter of net least I V4 inches - I- - widest por io,ni i __ � � ' - - i� - , I death shall 1 - si � I'is i"AUMIU - l. -1 4�� l -f-the --to' - 1 -- I - . - E j! f- (32 ram' arm ngc greater than 2 in bes (5 11 rmn). " - � I - . E_ i - Conti __ - t nae �' � a - - . - � a - - � - � t 22 _0 _j. to a levet that I Ca s 1, i n � , s ch �_ mm ? . - - __ - I! � - PI-20TO ,33. 1i the handraY i tan circular, it shalt = is = H - � � r � , Lane! mss ruian - - i 1 Vi inches ( -1 i,_1 cc I I. ZN L � 4 � -in I- Ic-ii, the lallc z � . - 4 I � - 11 �� - hav meter mr-fision of - k le -st 4 '- ches ( 1 02 e a pen dur � - II � -_, � f 1 M j i1or-on -, -title -, - , - ,7,� , �. - , � I � - � g c 1- I!. , A r, I i � 2 o ,�, " Hn-i a-, Width of the I � � P - - I i i - - - _ on I t-�l jo- -14 I) M) arid. not materthan 061 I ind-es -1 - _mrn) with a - I - & ;t, - .1e , !rmum � ,M- I I C, �,im 12 < t - r - ; - - H b _� I IA incines (32 mot) I h .-A:,-, !w,3 � - �� . M22'IfffUln, cr(Z-s section of dimension o'12�4 inches I ,, !-I-- , to n. i x - i if, ,of � .� �z--n).EJ,ges�sha I ,�� I alles i �- � a al 2Y, ind � �� � . - il Cut I '57 mrn' shall haAeamininiurnra" sofUl I ,I _ , , I.- ave it nainnnut I - I a , H7 - I - a , � a rad-JuIz pf O�O 11 i nQi- "O.4-5 mim- S -EE / - ,,.Edges � � I I Be , . Huc- s (0.25 mna) P140TO 34. � - I 9 ILLUSTIRAt.110148 I I I . I ' � � WDU PAGE I � . . m_ - `Ii @ 20"! S�W`- ManofacTarers' Associall-lon ipterpr tion of INC, 2 - I I ,(`9 - V Slolrways�org - 131 i E I i I I I _E� In GIR 11 0 HETER K _� ER: i i . . f 2 � 2 i _______`1 i . . � I - i I I I I Wr,TH ABOVE RECESS I I - . i I I - - � THAN , f - fil" � . it it,'j - lim I IS - I � - M . _1__%"___Vr � . - � � , . . I . M_ e�=A 110 . MI ,_ i - _* - : __�_ - - � X 1 IN ___ - , i - I I I I - I I IMUM 12-- i - . I . i � 1 11 I i 1 3 . !I . � I 2 AMENEM 2 i . . i C . F� � � in -it � . i 5- - - � ! . = __ I . = FINGER I - _`Y_ - � �s� M_ - , I z Asia i . , I RECESS AREA t 9 I . i I View � - � I _= I- IS e �__ - " � . �� in it --; - - , GE NIMMU 1 � a - ; BOTH S DE -e -I 1 SaW I - -A � a- m �a - I- I RADIUS 0-041" � 1 lbo . - - - \ - f � - i � - t i I - . 01 - . W I � - - B N� b - � I Nii= i ,_� A I I I � - I . r � .� i 11cm.1--lails with a p0rinicter 2IRM"Is fhan I I I . � __ i S � 3 I the. recess ig I a I E Th e i n I n I tri. u - - w: __ J, ffliehandrai-laboOe , - �zi in -ties (160 mm) s- , � A _,I � hall have a graspable fin- to - - ; -- all' be 1, 1 nuP - � , - 1-r - to a maximum of- 2% � - s - -, - i h J, =�f� 1--ilAhe i =3 m1n) I " I It- -.0 r0l. on b6th aides of th Pronle. list Si I , HO= reeess a I . � .1 n DTO 38,13dge =1 i inches (70 mm)� IF31lik.; s she'. have a -_ n I I , I 1, I - 35. � I � � �. ________1 17 t bus of 0.01 inch (0,25 mm). PHOT 0 38. i W. rimarn rad � . . I I I � i- � � I . . . I � I - E 9 E � �a X � a � I , y i . 71ALLESVP PORTION � . - - - i i I . . . E I i i i . , I a - - - Q WrraiN 31411 � - I . - - � i . i M I J J,7= I Exterior woodlulasde composh te i � . I - __ - - � I FIN `J ER RECESS 1 i - - I � , � - __ , - 1 hf--arQ--_- Wood/blactic enuiposite handrails shall - 3E � I . - - M BEGINS - __ - - . - - 2 - - - , � a - - � . �_ - , - �� 1 - islon eflim k. %i W_ � 9 - F _ s of Plec';,on R3'7.4. 2 JL___ he pr- - i I . - - i � I - - 9 I � - 9 w - - - WIMIN I I - - E- . I � E - C CC.: WT . OF WID 83 I z I . - - - i i i I PORTiON i i i . i . I � � 1 � - � ACHIEVE E -IS" - . - 11311.7.8 111inination. i . - , I . i I - I I - I � DE __ - I . fi - 3 All stairs shall be provided with Muni. ilaunn in i I I , i - -P'M - I - 101 SO ��_ Kicordance with Section R303.6. a i i 1 __ I - - __ �____j I I i 11 . � � The fnger recess shall siegin "fithim- a dvAuntse of % - I I ! i I � . C.- 1 irth (I qtjjto� ineasured ven, ic,aliv T-Trom. the � 'test . "I �ir - 11 . - i RMI.7.9 Speciat stairways, Spiral siairwcys and i I .� ,� f � ,� if &-th ol Of least Dertilan 0 (tic proule "a d achalevt r___ - -_ I � - I 0 bulkhead enclosure stairwoYs ,fall com-oin with all . . . . , 5,/j inci (8 111m) within ix,,- ind (22 inin) OP_o--X t e 6 n , I 11-i __ , I th I I � t -as Specifted . i requirements of Section R311.7 CXCePL _. I I I I i U En � widest portion of the prail !�. M.OT_ 36, I 1 below. I i I ; i . . . � - I � -- i R31I.7i%1 &)jra! sta ira ,Y- irw- ys. Sol 1 setairtLlqys are . - : � - ni i-itnum I . . - ic i Vermoted, roviAed 'he rri� - ' clear width at and . - z i ( 1 i H . - - - _ 1_� - hes "660 nun" . � -iil .Shall b " below the andrL. W- .-, 3 11c k I I & 'Es, __ I - =HP u _; - - cii = 0 A - I ed havin DRAIWING 39 I --U w- II, each tre � a -'/ 1- M t I depth at 1 9 !, ,jo-1 � (190 moin) rniturnum read ilds � - ' - inches (9 'I A w ; front thin narns--meredge, All tue s - i -_ . shall be Identical. DRAMEIG 39 and the rise shall 1 , i . � be no more than 91,�2 inciles (2241 mm). 11" mininitan 1 . . � - . - It be headroom of 6 fe-In 6 U Ches 0982 mr-0. shall I � I L . . i prow-ded. PHOTO 40 � , � ; 5 I � i I i I : 2 . I - - do"n', r- - - nnin Smik, IIIINNIII rftftl� - A --r-e =2 " R a Air 11- a - R ff in 11 - � - - %, - - 0- M n - -a � m - Al ff � --ak - - � - � 10- - p .. - Z 1 M -a - V F Len =OP 0 in L, - AF1 - - t: a ( m E � lieeif - 5 ; Inio I - = III - IF - 1ke-4 I M Let. %lies; JL 1 1 %.p - kowe � ff - 1111M - - - ) N Im s- x -1 E I - = �� �� �I � A_..I _rP AAL ___%"1P`n I% IOnni t -- rin' T T ff-" - 11 V___ I -_ I I I � I I 1%.1 �ru a - I ---A A--,% 1% I M - 10TF, I I � """""'D a - - %I-- . - InI M - V Xt"111, i . - i %.O - � _"""' AlkEn SP AT� �,,, 0 W - � -, __. P-4 - r"', le"'. A I a I -Iiin a deli�� __ i r"%k= Prinik AF -I I 2 I- A - ff-- � - � - I � - - - - - __ � I I a I I ,1 Lif A - n - j k - = - !1P __ 11 I - 9_ - - - = � - = . I M � 0� AW -ft r- n A 1 A 1 - ft 11 _ff-""` e'"' A FIL I - X At If aT It 0 1 � "" Al. % - � � :6 im- 1-- . - � - - � - - t- 4 1 a.lor a - - I 1_1 Mulen, 21 i ka � - L.0; %..A Sli.0 %_- - a - - - � - i4wo la.w in =Ae �� n- - W 0 1 Aelli'= � � � ife"k - AS I .2 - %.:3 ZIi jek - v - - - V I � - -'-- H t tp a U % ir - v 11 1 I!AA-J - I U a V 1 D A L: R_ a V (r�--n1fS1FLI`Tr_- _0 U .... I I I I I - �__ 7, 'I � I . I . "-l-, 1 - /� \ � 7 I - I - I . . I - 2 & I - I i I I I i I i ! j ; / \ (D (3� � I 1. i I I I S I i r `1 i Uj %-e;F i W _� __ - i _� � = - i I I I ? ) . ; 0% 1 i -3 I I M_ E I I It II I I I IL r -A - / MINIli-ind STAIR GUARD Helalf`34'� � I t;�w - Ii;:z loonus_�� S I I CII III I I - - I I � I I = = < 'M __ LU i=0 A I � === i \ / i . - - - zp�% M Ax i lA U fil. H En I QH � 3 8 - !IN L" - �::` ZI u) i � i I i � � � -1-111' -'I---- ,X Wit EN TOP OF GUARD - - P � - =_ 1, I . i i I �r _WVESASHA_kNDR.4!; -1 ,�n - .� . � 'i - � , " i . - i i i it i i FIXED SEATING a ,_ F " ; � - . . " i I , . , I - I 1 i - I 3 ; I � I RATSURFACE � I � I u i E � � E I _/1 �1_111 � a � I awz;�iGQG I I I � - MIXING SURFACE mlra� i - �: - I— . =_ . I ; � t 1 F , � �� fl 11 P 11 U , I' , i I - Y 'I AS -1. I I- 2 R I E - � ,�� ARi, 1 i __j - X � v � - � - - , . i � I i _ . I E I 411 -- - --- a - - -_ - I ;� I- , 1] ,�, �� 1 i � I V _Ir� - I i N -�,- ,� i-� iIX `R%I'_ � � - - - - � � � , - � " E - , 0. i a � � -1 � I , � �____ I I � � i i I I 1 i I � - � /i ; � � I J � � I � - t 2- I 1 i I - " , - 1 �r - I - - - � -1 t g - Lr -f-' - FATER'j AN 2 I �� 21 ",� t`� , __ o -- - I - _T1 -, I f�� %�V-t i fl,/1 1 1 - ,�' I Gm- - HA 3z; G � t , I , L 7� nzi� ,_ - � � �, � 9 4-- --a � i '�_______________ � - I i ix - � � �, I - ;�� ,,o� j � T� � I _ - / � �i � Ti . f i I �11 i I I ift, a , I I _�, I I i I I ; �� . . 11 t 1 2 i � I I%NV I I * I" , � � I I L ,i ---,L------------,- I - - � ! , , ZIL_ i . t,I - I - - - ---------- I . r I i i , � � � � , i � , I . 3 , I UP 5 RISERS ... _Z___ 1: E , I gs . . I �__ I Int I E PLAN VIEW V11 Em EVATrnN VIElYN � - � . - ��� ��� � ��� � � - - - -, - vlvni �'Lcnin,. gt in to II . - ff- C3 ic 2010 Stairwa-y, Manutactumrs .msociaUnn itaurprowl un u; Irv, -un - . - I 11 n -2 - - I I R312.3 Opening limit florm E - e � - � �� - : - � � - U_ I - 1UN NO7 � - , ���- ifeil gua s I � -1 T �� RZT-2 _� irds Shall not halie openings fr-- -U, lasek, � - - - I - __ - - i'It 4 lnl- - , - A' LOW walking surface Do d1c, reOp-led guard heig-1 wh ,I, 9 I - � - A Pill 11 I W - . I t - E -� . I . I IM PASSAGE OF I i z It 1� i ce tal " - � - . �t . � - , � I I r - �__ _ _l W ,11 � , �� M , - __ - � HEF __ � � � m a low pals-saizz ol a SO ter I- 2 ........ -- 7n . - � -7 jk ,13I , - , 11 a � ...... � �- il difurietteL PHO 714.0i 4 - � I - � . � � I 'N 11 I . _; - I 111:o , a S, � � � . _1z 1P ton. 1. The triangular openings a' the oper, �n� 11 M _511 - Exce fli 8 - % JW � ifla Pi side of a stair. fo-- ed I y the riser. tread - t �_ 'n1l - - -17% . - , � �' � I -1 no, allow � W��� i I - - - rr and bottom rcil of a guardi shai I , �,, _-� I � � -1 - - - - --- . , I I 9 � I . � I -, )assage of a sphere 6 inches (11 53 nun) HI - I . .�� ; . . 15 ly , I - A .. I _. Mot- �_ �. ,ir,� , - ' , ,' - _� - , � �" __,�,�� . 9 �: �,�- �_ -4 _ I, , � - -1 - T , 15 , �_' - I , 1"3WMI ... �� � 11� ;01 I ,r,- - g �� , , m 11 , T_ - M, - � - - ', , , I __" �t�" � , , , - - - diarneter. PHOTO 415 ��` , 11 !_ !I �,_,, P" " ,_ I � ��� .111 ��.,�, 1, �, j 1 IN �, I-,-_-1-�,-....'- - i_,� _". - I ", - 4 ��� I - I, q - i g_ i Ir� - ,_`,�,`�,i,Z � - I - _ 1, 2. Guara's on the open sides of stan'Ar5 s all 9 _�__, I- :---T as - �_ - - am - - - N -I,-- - � � . � - - I �, - - , 741, " IN � r � -4 " � r - - 'I not h a nings which allo-O.- �,Yassi"Rc 0 1 1 VC Ope, ' - I � , - '11R. IN _t I I n ) _n d-, I =----- I - � - - , - - -- .4 sphere 43/a i LUCheZ, (I .1 tun) i -, � Ti me � _� � - - __ �_r� -- I I PHOTO 45, 1 1 i - - , -, " , , I - 1, _'� � 11, � , � I - I , I - I , I I'll, � � - , � I I - _ , I I 11 , - �::::::::: I'll ��, I 1z 11 � - - � I ,- ,_:,�, � , _17 I � , :�% I " - I � I I I I I I . � I � - - 1, . 1.11 ��, � - � I . ,�-�,�_-- �,�--���-��4�,-,',,,�,�,,,'.-�i��-'����,, I "' . " i , - 11 . I I I � " I �, ,�.� I 11 '. I I - ', � - . 1__�_- .- � � � 1� � 1- , � -1 _,_ A i 4� , A -1_ I, - l � ��, �'� . . . I- V;�. I � - I , � -,,,Q- R --- U � -"-,- - - , I'M, .1 � � � a" � - I ��w �1� � �� �� � - � �__�N - �� - I - I -1111, I ... � -, ".-I.- ,�,: , �o �,_ -, � , 11 � - - 2 I � �_ -,-" " � , . - �: - It , , Z I . I - I , . " __ , - �'. �_���,� � . �� __ I -:: 1. -1 -I -, " 11 , � - �� , -, . �11 R %.- �_ � � , ,_ �'L , , " � I , . � � . , , - , _-, _3,�,,'� , _f._ , , "L,_ "�� _�:��, `� - -.1, I , ,�,:� , ; I I ' � �,,ti, �,�� ,_ ' '' '; �_ I L'�, - , I—, I � �� I �, , �� �� :, I - 1, - I - :'.: . I ''I L' , - :::: - � , � " � - - - , : .......... ,,,, � 'r � . I I'll, 1, " , ,,, - I I �,: - -1111, I'll, �� ,,, ... l-, 1.11 10M=12_72����� , I I I i �R � wandislasfic composite guards. � R`1'2.4 Exterim . i . i I - -. I F f- Woodmastic composite guards shall comply with d - ' � -1 D , - ; ov-Mons of nechon P 3 1 7.4� I , I I I I m - I - . § i a t 0 a i i ; io I u P -e 1-11 55 0 - www.s isillays.org - Vi (0 20'0 Stairway k1amufacturers! Associat on d - r - atim ot RG 2 q19 Mal ill - 0 C 1AP1- 1 ER 2 2 � . I F- I 0 N SST it- N D E 0-- I N I "I r ----I I ; - i . . - I I M I 0 I - 1 i i I = . - - - `-1- I m � I - i _. A 2611 i ' i COUNTER it / � 3 � " ' I . i , - I z - - LOCKWISE -1 I -L M finEn - - _ INI � - . I L rN - - � > IF - = - - I - = - I � ii- I V . atn[= - � �,_�A U= , - - , - s L I - t ! t�1��___ i, - lj�, -� % - I I --I- M 14 - -, - - , A - - - - i ex , �5r _: , �, I � . __ A I � � - - . i \ /� __ � � , = E , � , I I � - . - In �_ V � t 'M_- HiRt j � __ I . ` - . � -- EAD WIDTHI = � - - . = t L E = . - � I I I I � , . . . i i I = - - I � i R 1 - I �7,i%2 ButIdlead enclosu re stahrway . � - - E E I . . �p I Stairwaysserving i bull-chead cinc-10sures, Tin- nart ol L - - o' i the required building egress, pyovidh.14 ac �s froal I I I ' 2 I I be b A De i E . the oii tside grade I evel to A, asement sh a - � 11 i __ E . i- � exem no quirei len's of Sections R3 I i.3 and i - o.pt Or m the re A - - . i .1 - - - In � 1 1 � 7 where, the max1mumi heillat � 170 y .0- Ir-om the '5.asemen � I I finished floor level to grade adjIpcent to tl,esf � rwaw - 't N, ' 2 � does not exceed. 8 fe (2438 rruyi, and V- - level , I I . - - g. opening to the siairinviV if covered try a h _khe I � - - - -oclosurewithisinged doors e-rof.berap.,,---"'ed-iLE�'i�.-�'. � I I I L I i I L ! I I I I . . � . I I L I . I . I . I I . I , 0 Re IR U1 U i .30 I ---i GUARD AT OPEN AM OFF STAR 15 R � ARM EXCE-EDS 2VABOVE FLOOR! I ly ,,7t OR= BELOW F Up� I ER __ I , fl, N 3r WORrZONTAL TO EDGE OF OPEN $1-M I I Z, I L _7 - . . I - I � � - I--, .Tiii6� ___ I � _7_____.� I � - S 'I , IRi, _� I ,I � . An ) . . \ I I GUAR-PATOP. IDE Of WALK NG SUPM I " i" I I L_ - A�RiZ EXCEE0i'3V ABOVE FLOOR OR GRA 11 yl �_ � ,: a rAIR SUARO � � i " a P - I � I T I F I I:- � i \ i I j WITHIN 36- HORIZONTAL 10 6 GE OF OPFN , I REQUIRED � � - N 1�� , . _,__,______�___ --,,-.----, _1>elll� , - �_ Nr � I I . I I -1 i - I it WALI(J.H. SURFACE' % I -1 I/ I , �. , -1 ,------- " � - "I � � I I - - - 1 � � � I ; I 1 i I - . ____ \ Wiffiawl , -, __ - __ - __ ______� � I � I _ . 't I T � �f_ _______-F I I I 1 1 ! I � . . i I I ___ __ __ - ; - -, �_�� L I . . ____�r �1 I I I i � . ; ,2111 I - --,� - � � f j A � I " - � . i i i i : ,,, � I =1 : I "i 1 I I _. f I 1 I I I � I I �, � ii I Il 1 4 1i 7---_j �2qUjj;ZD � . . I -,- , i 1 1 � 11511) � . E� - :, �! 1 1 1 6 1 i I B F ,�- I . I I i . i 1 � � , _� , I STAIR GUARP � I � �L i 1W � - � I I - ; ��Ij , - I I 1 I � _� - I _ I I I L - % , I I I ! i I �1 . � - I ,� � � '4� - - � I - , � I g " - �, . � , H 1 I � � �, , 1 - ,/ �_ z � 11� , , � 'L V 1, I I i, I I I - ,� �j I 14 I i i � ________ � - -1 i . I � - � 'i , , � -"P . � - - � - . � � . i --- V, I - 3 � � 1� . , I � k � 1 'im I i I - 4, I I` , l I i I y 11 " 1. I i 1111-111- - I ___ - q T� !III - " " it 4-, -� 1w -A-11 _ - - z __� I I I �.,�,-�,-�-,��,�,�--�,-''--L'-'--'---'-- � I / ,J I � I I ,--'- 11 I'll . I , - r � . 71 ; --, , I � I f, I e,�______ - t I I - -) I , -3 1�:! 1 -11 � I--- �_, __z_ _,� r � r I � , I I / 1/ 1 �_ ___!_� _-, t � I _:-K - i f �,�_-__ " ii_ - --------------I---- 1, � , I , . i . - � . P-- � V, I 4 I - I - REQUIRED _-Lt '-,,,, I I I, i I - / j `,= __ . 1, 0 . , � 1 - , 1��_=L=_ _�=___=_:___ �i �,HMDIWL � ,�11 K ', .i I - � � - . 1 5 `iwl A i H ____ � _ _-_ � ,e I 1� I �____ a I I I - I -_ I I . 44-, �_ � -_ I . � 15" I 1 7 J I � I IK 1, A � -_11-, - , �v I r) I - - __________ I 1I � - - i � . i 3 'ne ! �i r Z, i I I - � I � - _ _E� I t wpw� LJ__J__1____.__- I �� � UP7RISEPS - - � - ? PLAN V -W ELVVIVIL�t ION VIEW 2 - - . i - - 1 - �T . A � i Mm `����� i �z �a � ii� � � @ 201-0 Stairway Niar---"-�'actu,ers'Assoc:�a�'ion Interpretation of IRC 2009 - -. s0irways.org - 15 2 1 � V I � � . i i i i i i - I � ON/ E R C � I 1- - - ni� at 1- GU i � , i - � � I R201.3 TIerins- Define I in enter codes. v! fm - - - �_ � here tern -is are rno defted Us cc ` such tc-M sha" have Tneanings j e -,i .� ff I ascribe to On--ar as in Other code pubEcations of the Intcrnaficnal Code CoupUlL I , � 9 � __11_-_ - I 1, �____�__-___�--- � I I . - I I � - � liste'i all Me s�vhr -r-ek-ed . jwjle,� in ohier to aysure a , , , . .. , ] .1 cqvip, lem. undsr-stand. ing in accordance with abOve mle have . It i I Itio � . � I - I 11 I -1 ' Sur in, italics 1 - I -1 I I . i dqftn* mftom bod, the-10RCevidthe 1,63COnterwational Budding Code). These defined terrns app , I . I I � . - I I I I I I . I � I I � I SI I I I I i e wilhin the ,dricument. , � . I I � I ., I I I -1 � I a � I .1 I I I I I � I - - I __ __ , �____--i I � I -,------- IR,f- - Sactissri R202 Defin,dons . . %O - -- . E I . I a . It au I X. � . 'from one landing to anlother, I I -L ' I I I IGff"E A continumus ran of rectang lar uea&c or iv� ,ders or carnbinadon thereof - , I I I T . A Al u 1 i'-�UA.qD.Al-u��,11�-L"�gei�ing-anePf or a systern of building components located I-10artireopent sides ofele-vated I 1. I - - - � � - t iiji - s T _ � I � 'n- of - fall from ne, wal. ng slirfa-ce to it lowe_r lev I I I walking surfacl- the, auninuzzes the possibilt - i' . I I __ - � I . �� 'i Intended. f -or grasping by fl -re hainal for guidance or supe - 9 art a HAMDRAIL� A horiZOn'tall ux, stai ing, ra.- I I � - I - I = i � I I � %ht& i AA` SING. The leading edge of treads of- stairs and oflandings at the top of stairway BE- I � . I - I - � - . � . = m. I I - VVINDETIL A tread wi - nonnarallel edges. - i � - 3 . W., � �- --h - n matfo � m � - 9 I S-LAI-MMAY One oemore ilig, ofs, irs,el ermteriororexiarior, wit'" the neces'-ary landirimsa d - M s i I - . - - -1 H to a contlecting them to form a c._.mirmous arid, uninterropted passage from one irlyel to arrother vdilon or atniched ' I � � 1 . - I buildirg, porch Or deeL - - I I i � � IM ±� - I NO - .Rection 1002 Definitions . I I . - - i E - . � - - � . Cl t -L � I I I - 3 - is. n- fol owing words an 1- - its C apter an __ m A 9 � I . . -00'_1 Defirdika ."El- -9- - iry s Awl, for me paiposes of If d as tised elsewhere . � - - � � - I .1 � I - I ' - a 9 - co -4--i have tia� - an-ings sbo- n hertin - In thi:� 0 Me Ili - I - I I- , i a , �_ - Li� - . ALTEPMATINGTIREAD DEVICE. A devi-e tifl,eahas ii seric- of steps behireen An arc 70 r-grees (0.97 and S = l � I I I - - � 4 UO z - I - 1-22 rod' _Qr, -Z � - 'I in an eiternating manner so kb at Che user -1 eS i I ftotn hori- e� u. , Lisually eitach- d 1, - O- cen. cr SUDD Or'. rat � I I - I I - - I- -, " It not have both feet ori the sarrie lt�-Vel at lfl(; �Uae LU'le, i I I e f - � I 1 FLIGHT. A connnuous ran ofre�;tanfutlar lrepds� winders � r. ccirbination dwreoff'Torn one landing to another, I � - I i I I - � - I - rj - , F- I - (I - --I I R - � GUAL 1 � c- b-ailding cianpoilena or a systern cf 'U, i i Iding componer-As lonted. at or near the open si es of elevale I I _' � . I . - F _1 ' � walk'n-p, F� lil o a !PH frorn the walkina swlace lo a lower le -el, i ,__ ,-�ic.��tha�I.T�ip.,�r�-itze��-if,iepossib ly a U I I 1 ! = . 9 ' - - . L risop - . I I y h -a I It , -1, - --' for grasp ng b V e 1-i nd R.tr guidance or suppa- " � - ois or sl . - . i 1-IA'14DI1j%.U,. A no I I -sloping Fail la �4 cl;�O i � � - I i . i i i s and of landiriffs t IR � 1-1 NOSINQ The leadi-a edge of treads of sta A 4" H .. a- -he top of stnirway B."Ns, I __ - , I -1 I . - � . - - I - - SCISSOR S'TM [1. Two inis0ock- "Airlivit-s providing two -separate paths ofear ss In-cate I within one ,i !,18 S I - - . � __c __ U I - - , 2 -a I I stairweli eg-lciosurs, . - STMIR. A 6aD.-C. in dievation, consis.-ling eforie or urc-e risers. I - STA 11111AY umt Off ,Tjore fligints o1stains., either exleTlor or intetior, with the necossiny landings and platfon-as I I � � - - -, . . � - . Connecti.-i-ig them-, to orm a connnuotis and urInsterrnp!ed passage frort-i one level to areithei, I I - . I . U - I � . z I STAIRWAA', EXTERIOR. A - irw3 .. that is open on at 'p-ast one side, except for required structaral colunnins, I I . - . bearns, haadm � s and Ruards. Ti� ad-oininng open areas shalt be either,wards. cotnns or pnibli- ways 11 -he other I 'des tu i � �._ noIr oe open. I - i the exied or stainitav, neF- I I �i F - i - - i . � . , , 9 . I— 't - STAIRV. I N TE.' R I 0 R. A stairWay ant Mc_etin,e� the definihon of ann exterki, :3 an-l-Vay, . . . - - - - - - - - . r 1 I i ,rin i i I ith J. - � -- STAIRWAY� SPHRAL_ A cs-airwal, hmving a closed circallar -to In -its plan view w-'- vin fiornn iecdon-shaped - � � treads attached ic and radidlting irorn. a inininrum-d iame ter sapporting colts � an. I � . I I WINDER. A &cad with nonpara]W edges'. I I I . 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W C .0 >� M �__' ia 0 (n ,A M (A " e +, !;; .6.; � - = 7 (U M >, 5 E .I-- 0) -0 " = 0 3: - 0 5:. U 4- ( tj IV (j CL - tA 5 G ,a = 0 a) 14-- U 'r .&.J U 3: Iru O: L 0 -0 I. m� .!2 , a: C: 2 Lo C: - J__ 'In i__ .0 -.1 ��) t L. W �S2 Ic 0 2 _E *2 41 - Z � =; i-i 3: to (M M - a) Z W a) L_, 'F� :E a -0 J__ in 0 .1-1 C 11 .- M I*- zn In 'r- 0 -- tj 41 V) - a J= r, (L) - (L) F- C -4 n P -0 .2 (1) (1) W e; t L.) - 7; M (13 W - :n ,rd al L. - L. OL 7= 4 , 0 , a- - 4� .3 5� i - :2 -I -a __ U -C-- :2 ��c n er (V �u --- �-_ - L_ - �,E - �� 1 - a �0 V) - =0 P; 4- 0 U - , - in _- 1 .6 2 ." 0 - > E_ : (V C 73 (III M 01 4� iij a) 0 :�e :E 0 �. - . -a I 0- a) � W- � .6; _r = _ � 2 1 l=i I I I = � Cn j 2:- i!, in �L` i 17 (a 8 in .= >_ _j e- I .L � �. " ___ 0) - - W r_ i - ^ -, _L.� -- �E_ to �� is 2 V, it at _- =C -A '- V = � � a L_ '8 In �, � 1 � - 3: ,0, V 0 0- � t 1 1 L - � - ii) I, t E = P a Z u- 11 �3 �q-I Z., __ , 71 0 4=t M 1 4-? 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E -�e - R; _j jr.. � 'E '� E - L W at Rj Q 4- . .- " I C�g ka IM _._'a V) " = I �Ei .r L_ " >- I- -0 0) W iz 3: _�R 0 M , Ln = �- v) .2 -0 -0 6 = (L) .- C: C M - - 'll- ju At M i L a e- in - -4 .;, - C to im W > , a) '. 4, 3 0- I- V - �r 45 a V ? , CL - CL IS 1 . !!4 W P:� M - .= - :3 - � = 0 - As CU Za I = -f-- -0 .6 (h 0 - .W - C: to IV I .0 3: E 0 .1 a M. - (13 z a 1 1 � I- 4- 1� M- U 4- Z ' i - - - _- - ju! ; C C:L 4A 7 �L�n . i .P.S 5 a' 5� 30 � . L. im _', I a C 0 0 to r " 0 I In - . - Q) . - 10 ; 'O 75 i �j :L' t 4V .S - - V) � (O �21 3. -0 (L) a) a) 0 C: IV L_ > L_ .- 4- _j M U a , :a ;� _L_ 'A j 0) n -�; >� aj ->a- 'f- E : (V '- � (A J-- (J) OL - -a r- - -T M ,;% C: 0 160, , (A Im M Z; = IM 1 3: .C: U� .2 -I- -r- I -M- 3: a 2 0":2 0 > a) I - T - -a :3 1 AZ_ .10 4� - IV I M - -0 0) to - 3: C: >, 0 �= 10 0 -_ I i c, = In to _, ! .,e :2 Ij 4-i CL >, U '70 I -I >- (A a to > - CL ir- < >. >. � 0 6, = - 1 .6, U _. =1 M- U 0 , i . 0 W .- I E t � �r. W C .0 >� M �__' ia 0 (n ,A M (A " e +, !;; .6.; � - = 7 (U M >, 5 E .I-- 0) -0 " = 0 3: - 0 5:. U 4- ( tj IV (j CL - tA 5 G ,a = 0 a) 14-- U 'r .&.J U 3: Iru O: L 0 -0 I. m� .!2 , a: C: 2 Lo C: - J__ 'In i__ .0 -.1 ��) t L. W �S2 Ic 0 2 _E *2 41 - Z � =; i-i 3: to (M M - a) Z W a) L_, 'F� :E a -0 J__ in 0 .1-1 C 11 .- M I*- zn In 'r- 0 -- tj 41 V) - a J= r, (L) - (L) F- C -4 n P -0 .2 (1) (1) W e; t L.) - 7; M (13 W - :n ,rd al L. - L. OL 7= 4 , 0 , a- - 4� .3 5� i - :2 -I -a __ U -C-- :2 ��c n er (V �u --- �-_ - L_ - �,E - �� 1 - a �0 V) - =0 P; 4- 0 U - , - in _- 1 .6 2 ." 0 - > E_ : (V C 73 (III M 01 4� iij a) 0 :�e :E 0 �. - . -a I 0- a) � W- � .6; _r = _ � 2 1 l=i I I I = � Cn j 2:- i!, in �L` i 17 (a 8 in .= >_ _j e- I .L � �. " ___ 0) - - W r_ i - ^ -, _L.� -- �E_ to �� is 2 V, it at _- =C -A '- V = � � a L_ '8 In �, � 1 � - 3: ,0, V 0 0- � t 1 1 L - � - ii) I, t E = P a Z u- 11 �3 �q-I Z., __ , 71 0 4=t M 1 4-? IF) f= - � " - 1 "I _- � LJ a; :E - Im U ze > - - " LU � E = I F � < __ .0 - . �� = ri - - " IV - a in C .-- ; 0 0 i = Eii 0 mm_ � 3: ,2 Q) '.P _0 " _= U C, -�,- ra :P =, &_ I- 0 N I=- -2 ,8 t 42 0 ,4 15 L- a) = " C:!:j 0 0) P7 0 .- � t �j -6 -i-, L U - _�� I- W 1-1 (A _P 0) a i 0 L_ L_ - z In IV __ I- r- W CL = 4) M 3- .0 .6 'a A V) 0 C: In >-;f� C: L. Z) M a) 0 0 1 - - .- iP .2 ` E - J �: 3 E Q S.- U_ 0 - - � U .- CL _ F = IV -a L11 = V) a) In - , 3: 0 Z 2 , a m I- Ln In . U CL 0 = - Ii,_ -U __� T: "I Uj - sf Vi , c- 0� c) Z, Ir .= Cc 91 Z ty- 5. _,, b --- = 4� 0- M IV t; .g E� q, . S (n -,a - >_ .- ;M IS , C_ =) 0 �C: = In 0 V) 4l 0 U a U I- - . W .= CL 4 01 _j -� Zo - -.0 I= (U Z: = Ch 4 2 . i U Lit 0 -L, -0 r_ I (V I_ W �- Zi 0 = L_ - a U 10 2: C , ,2 0. �ft Ca �� a) Z = - � .- W U . - - ?: > �T S W , - � 3: �c i:- = A) Lu M - -0 -- A . L_ -ru - -r- � M -0 -a - In - , V) 0 :- - (n ef (Lu- a U 0 J= I 4T -W C _j V� a M__ R: -"@ TZ 0 0 Ln -0 P_ �. L_ � 1 I- E CL M -_-_S- > 0 .0 - . 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