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HomeMy WebLinkAbout233 Bella Rosa Cir 09-2126 (new sfr)RECEIVED D JUL. 1 4 ?009 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ O U J� Job Address: , T 'G%t > ��c� i�L �'�% G Historic District: Yes ❑ No ©./ Parcel ID: : / - �. - OZz)�q Zoning: Description of Work: //&/'j Plan Review Contact Person: 6/2 f' l_r ���-1 �-v� � (` /) Title: Ref -r -V ' Phone: Fax: Q "S �7"' %U .� E-mail: �10, Property Owner Information—�� Name - y►r1 ,U' � y�v� S C [__ Phone: Lf0 / l,�c-;q'• /�� Z Street: & US -) /V, ! i'U C Resident of property? City, State Zip:.-TLa*"tf 13--;5L, Contractor Information Name��i� � C �[> I��� #- ��L� i`� �l Phone: Street: c-( 13 S' Fax:�� City, State Zip: (-t-U` ryoY �. "> 7 ! State License No.: ( (%z('., �`2- 7 =' i � /j % Architect/Engineer Information / " Name: o f -cd -e S 1C e C ,se-- �. '� `�'fl `> Phone: (-'(-/()7) Street: 1>: ����1`,'�1 �] �Uy� J ��<-8 / Fax: City, St, Zip: Rrter, a�Cst, "�,;�'�� E-mail: Bonding Company: Address: Building Permit M - Mortgage Lender: Address: PERMIT INFORMATION Square Footage: , � �f �iV Construction Type:, - o�.� No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: 0-0 Plumbing ❑ New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarnl ❑ No. of heads: INDEX OF DRAWING$ SHEET DESCRIPTION t"y SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 2.1 INTERIROR ELEVATIONS 3 ELECTRICAL PLAN 4 HVAC PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOF DETAILS T l T� J: I C l J rTl._ ... J"'T [ - --- 11 T J �T I t _ -- t - _ �,_,C J t 11 1 l- l ''L_rJ. �"Y' �r"�.t-' r. rt._r.t. r r., -J r-'- r i? i? �� F= F= ,� Daa❑i_�0� ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. RadiusRef. Refrigerator Abv. Above F.PI. Fireplace Req'd. Required ^FF1'0`kE A/C Air -Conditioner Ft. Foot / Feet Re Room Adj. Adjustable Ftg. Footing Rnd Round A.F.F. Above Finished Floor FX Fixed SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized R/SH Detector S.F.ALT. Alternate G.C. General Contractor Square e B.C. Base Cabinet G.F.I. Ground Fault Interrupter S. Shelves t. B. F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq, Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik' n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry P LAN va-HE V1 MR) Comp. A/C Compressor L.F. Linear Ft. T.O.P. To of Plate C.T. Ceramic Tile L.T. Laundry Tub p Trans. Transom Window Dryer Mas. Masonry T Typical � F �` AN Dec. Decorative Max Maximum yp. yp 'I > UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base 9 _ D Diameter Micro. Microwave PERMIT # l/ Ia. Vert. Vertical Disp. Disposal Min Minimum V.L. Vertical n icrolam DATE: l J �� �� 7� Dist. Distance M. L. M VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt, Optional Wood Elec. Electrical Pc. Piece WWd Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin, Fir. Finished Floor Pit Sh, Plant Shelf F.G. Fixed Glass PSF Pounds per square foot FIT. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 09/02/08 1.00 NEW BASE PLAN MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES 02/12/09 2.00 CODE UPDATE AND REVISIONTHIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 04/20/09 2.01 FIELD WALK CHANGES C SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 06/11/09 2.02 GENERAL CHANGES BUILDING TYPE. TYPE V Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of those documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained In these documents, prior to the commencement of any work. The Designer/Engineer are riot responsible for any plan errors, omissions,or misinterpretations undetected MODEL F140 11840 and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found In these docurnents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the DesignerlEnyineer. Payments will be made in accordance to the terms of the agreement. 1 (D a� (D a U) F CO V _ U o00 C)- A 22 Qq ® N � O ch O � � V i LYl V p 0) U ✓ .,., r. J Y ._ E CL Lo 4 00 U 4) r- a - N (( 7k� 0 0 - - o o c� 'L W o's wr�o W M0 °azo z 513 LL A o v RE - 0Z M WX Z Ca _'Ap�� L OEM � W N - U O W C4 - = C V U i 2 iii {-� Q- Q• zWS Tp vi ¢o Z� q Wz�°� C5 Z(n���, o Qc W39� w�c F O N� ® � Qo :;. H �v O �� I O r� o iris n u F- W O O W U U WChT LU O f 0>� >m� Q J N N J M o��� zw _� AQzy iiiiiiiiiiiiiiim AV o�Z� oC w cem Q = LU Z InU In LU UJ J M N 0 w � O a Lu �V,00 O Q r O a U Z U E Q a¢ =�"ZF-Z X160 J V OOOyCCC v�o7l^LJa w I a0Z0 J Z J �7,W � N (/7 ,--i W 6 i Ln Ul)Cy)boa W cddc�� Q Z U 0 �aoo� O �oZ�� W 41-W Z_�a` ( z a�o0 J W U 00 I �QJQa� W U 0 2! �Q M �Cyx O LL Z ® �aa o 0 T-4 0 � a Yd Z C:) ��U u Z Z 0 g � J SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2.,02 JOB NO: 00-0722 SHEET NO. C S V) Lr) N 4 SH. II BEDROOM 4 OPT. SCALE: Y4"=1'-0" N r 1'-4"X1'-4" "L" SHAPE CMU COLUMN 4'-8" p T - LANAI �� O 9'4' FLAT CLG. A.F.F. 0 ca a) (ID 35 SH (0 35 SH EGRESS* QAq OA G.T. -� - - - - - - DINING MASTER UITE 9'-4" FLAT CLG.9'-4" FLAT CLG. - CARPET L CARPHT I, 13'-41" 1'-92„ 13'-6„ - 0(2) 25 SH - i r� -1 8'-0" CLG J I I 11 2�()b R&S z� H2 I k - (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE I 5'-10" 2'-7@„ yi t 3,-7„ ) 3,-2„ (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE 40 I I D_I o Y) �I V V I C �� �;�I' 9'-4" FLAT CLG. C? p Z SEE COVER HONEYCOMB STEEL DOOR, OR 20 MINUTE -- Z 0 3 U) ir C �+ CARP 15,4„ i IIID -� I R&S 'Fn2' MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING -4" FLAT CLG. I w 8'-5" I f r FAMILY Cl) KITCH N I " 9'-4" FLAT CLG. I �w 9'-4" FLAT CLG. --- TIL I t c - CARPET 2068 BF S3 5 SH. TYP. x R. U.N.O. - -IN A. H. STAND Q (( o )) (( o )) 3 y � ' 8�' � M. BATHS 28„ H - i 9'-4" FLAT CLG. t,. BA 2 �N TILE " R&S, 9'4" FLAT CIL Iw' f ------- n, TILE �� ii> � n FOYER 7 � � Ica � \ ° ° 9'4' FLAT CLG. y UHA TIL 6rmw„ z 2668 2652 6'-4ql' I o 3'-82' 04' A cn� R.A.G. 14'-2" rM 32 U2'-9" 1 � T-104'3'-8 t„3068 w/ G T CHED ARC HDR la U91 R&S I I - 3'_q1, I I I06 IFFC �T 9'-T CLG.ARPET I - R&S 1 �}hl, / ILE T - F.F P, o N DROP -1 TUB PE SPED II TJA II 1 QAq OA I II �I L A S3 TYP. U.N.O. 48" X 42" ��-SHOWER ,,,--TEMP. GL. ENCL. ON 42" HIGH KNWL. a O � rn F- N 9'-4" FLAT CLG. o N w CARPET I 11'-Oq" ao- z" 6'-24, ENTRY - 468 BF 9'-4" FLAT CLG. _ AF.F. _ I - 1 - y-R&S' _ R -- &S � ---- - N ------ WIN i2 , 1'-4"X1'-4" "L" _ 5068 BF SHAPE CMU COLUMN .V-4" . 3'-4" 2'-8" BED OOM 3 9'-4" FLAT CLG. - CARPET EGRESS* 35 SH DRYER V NT THRU R OF. 25' AX, 6' I - I I - - EDGE OF SLAB 1" H W - BEYOND WALL BUILDER TO PROVIDE - AP DILIANCE PROTECTION I = 522 WHEN REQUIRED PER FBC 2'-6" 12'-0" - r GARAGE 9'-4" FLAT CLG. A.F.F. N G.T. ELEV. A& ----------------------- - - - - - I - f I I _ I NOTE: FINISHED I -_ f CLS TO BE FLUSH. - FIELD VERIFY. I G.T. ELEV. A & I I - I - I I I TYP. @ GARAGE_L S4 I I - -I8H - I , , I I 16 X 7 OVERHEAD D77t� OOR i I_ a 2'-8" 16'-0„ .l-1, A., O N 00 REVISION NOTES: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6, ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 44" x 64" 50' PRODUCT LINE - 44"x76" HEADER SCHEDULE I T HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE O H2 CB) +33.4 / -44.8 H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE DWELLING FROM THE GARAGE SHALL BE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE +29.9/ -32.8 C O SEE COVER HONEYCOMB STEEL DOOR, OR 20 MINUTE -- "j 20 MPH BOARD. *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING -4" FLAT CLG. I w ATTIC SPACE AND SOFFITS IS NOT z OA CONHANSON 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY NOT LESS THAN 1/2-INCH(12.7MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9MM) TYPE X GYPSUM BAORD OR , FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO PROTECTED BY NOT LESS THAN 1/2 INCH (12.7MM) GYPSUM BOARD OR EQUIVALENT. WALL LEGEND CARPET TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM j D - LIVING 1840 S.F. GARAGE 430 S.F. OX @ 36" ENTRY 59 S.F. TOTAL SQ. FT. 2488 S.F. INSULATION REQ. /� I I I = EXT FRAME 2 x 4 w EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING I - GARAGE SEPARATION R -11/R-13 KRAFT FACED A.F.F.I; 1 9,- /1V „ FLAT CLG "° I I LL I r p o 2: CD Q� d- ALIGN TRUSSES TO ALLOW C� LL.I _ LU FOR A.H. TO BE ALIGNED. 1,#„ 3, Ll Notice to Builder & All Subcontractors It Is the Intent of Designer/Engineer listed In the titleblock of these documents I information. Every attempt has been made to prevent error. The Builder and TIL v� I riot responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer/ Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. U)rNI DEN Oz >ZO ^in Z >- Q V a o = L Z Z Z Z - 9'-4" FLAT CLG. o N w CARPET I 11'-Oq" ao- z" 6'-24, ENTRY - 468 BF 9'-4" FLAT CLG. _ AF.F. _ I - 1 - y-R&S' _ R -- &S � ---- - N ------ WIN i2 , 1'-4"X1'-4" "L" _ 5068 BF SHAPE CMU COLUMN .V-4" . 3'-4" 2'-8" BED OOM 3 9'-4" FLAT CLG. - CARPET EGRESS* 35 SH DRYER V NT THRU R OF. 25' AX, 6' I - I I - - EDGE OF SLAB 1" H W - BEYOND WALL BUILDER TO PROVIDE - AP DILIANCE PROTECTION I = 522 WHEN REQUIRED PER FBC 2'-6" 12'-0" - r GARAGE 9'-4" FLAT CLG. A.F.F. N G.T. ELEV. A& ----------------------- - - - - - I - f I I _ I NOTE: FINISHED I -_ f CLS TO BE FLUSH. - FIELD VERIFY. I G.T. ELEV. A & I I - I - I I I TYP. @ GARAGE_L S4 I I - -I8H - I , , I I 16 X 7 OVERHEAD D77t� OOR i I_ a 2'-8" 16'-0„ .l-1, A., O N 00 REVISION NOTES: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE -FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6, ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - 44" x 64" 50' PRODUCT LINE - 44"x76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE O H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE CB) +33.4 / -44.8 H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE DWELLING FROM THE GARAGE SHALL BE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE +29.9/ -32.8 H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 O SEE COVER HONEYCOMB STEEL DOOR, OR 20 MINUTE O SEE COVER 4. ANY ACCESSIBLE SPACE UNDER A STAIRWAY "j 20 MPH BOARD. *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED "* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS SCALE: Y4"=1'-0" GENERAL NOTES OPENING PRESSURES O.C. FRAMING, OR 5/8" GYPSUM BOARD FOR ENCLOSED - EXPOSURE "C" O +33.4 / -36.2 HABITABLE ROOM(S). CB) +33.4 / -44.8 GARAGE AND DUCTS PENETRATING THE +31.9 / -34.7 DWELLING FROM THE GARAGE SHALL BE O +31.9 / -41.8 O +29.9/ -32.8 BOARD, OR OTHER APPROVED MATERIAL AND OF +29.9 / -37.8 O SEE COVER HONEYCOMB STEEL DOOR, OR 20 MINUTE O SEE COVER 4. ANY ACCESSIBLE SPACE UNDER A STAIRWAY "j 20 MPH BOARD. SCALE: Y4"=1'-0" GENERAL NOTES 1. "IF WATER BASED CEILING TEXTURE MATERIAL IS USED, PROVIDE Y," GYPSUM BOARD FOR 16" O.C. FRAMING, OR 5/8" GYPSUM BOARD FOR 24" O.C. FRAMING. NOTE %' SAG -RESISTANT GYPSUM BOARD MAY BE USED I.L.O. OF 5/8" GYPSUM. 5/8" TYPE "X" GYPSUM BOARD MUST BE INSTALLED ON GARAGE CEILING BENEATH HABITABLE ROOM(S). 2. R309.1.1 DUCT PENETRATION. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL, 1 INCH MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. DOOR FROM GARAGE INTO HOUSE MUST BE A MINIMUM 1 3/8" SOLID WOOD DOOR, SOLID OR HONEYCOMB STEEL DOOR, OR 20 MINUTE FIRE RATED DOOR. 4. ANY ACCESSIBLE SPACE UNDER A STAIRWAY SHALL BE PROTECTED WITH'/2' GYPSUM BOARD. 5. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 DB A AT 10 FEET. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 6. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, EXHUST TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 7. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC BY NOT LESS THAN 1/2-INCH(12.7MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE BENEATH ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9MM) TYPE X GYPSUM BAORD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO PROTECTED BY NOT LESS THAN 1/2 INCH (12.7MM) GYPSUM BOARD OR EQUIVALENT. WALL LEGEND I MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 1840 S.F. GARAGE 430 S.F. LANAI 159 S.F. ENTRY 59 S.F. TOTAL SQ. FT. 2488 S.F. INSULATION REQ. LOCATION R -VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R -11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R -11/R-13 KRAFT FACED (GARAGE / LIVING) Z LJ • d- NOTE TO TRUSS COMPANY: ZQ p o 2: CD Q� d- ALIGN TRUSSES TO ALLOW C� LL.I _ LU FOR A.H. TO BE ALIGNED. zLli V Ll Notice to Builder & All Subcontractors It Is the Intent of Designer/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are riot responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer/ Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. (D o �� .0 !>� o o N n U 0 M O (p C u r r, -o z U) u) LL � /� fin✓ J' m (COL 04 O)cn Q o Q c ®CD. E 0 0 0 o Qom o c� zw � w�oz W �FZS rn e P. wYvlp O J cnm0 W C l W ,(LZ- LOF Fc- o U n LL �10 �r oQN� caCA w x a iv ZW3� � V 8`1 U `V /..Q ��' r/1 Yaws WZ 'nC3 � Q w N t 0 0 O(y) w¢ C2 z (a IIIIIIIIIIIIIIIM zo=Q y0O O d n O P4 vii OLu�tY� W �w w�o� 6j SOU Q I=- S N Z vF ryryU �d F- O J , I 7 m .--r 0 J N N Q= LJL_. d�- Z LJ • d- ZQ p o 2: CD Q� d- C� LL.I _ LU zLli V Ll N oz M LL F d W Zto Uo�Voo Oz >ZO Z >- Q V a = L Z Z Z Z % qq a O LU v�opzQ J �� V) W ��/'� Q U l J Cn CoQ LU k-0 uW!¢� Q Z U O C:) gizmo LU �" Q oW oz O'0zz z a��a°� w0 o� �'� C:) LU W 0 LL Z Q <, N O'X u- Q ®Q (V W J Y W �®LL0 LUi ® a IL SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEET NO. 10' RIDGE VENT 12' RIDGE VENT IJ _ _ _ .�.. �-J,:T, J. C -[ [ r Ctt J J J 1- j 7 [[ rJ ��r r r J _.J --J- - - 12 - J _. _...� ,[ - - �_.��LJ_� _ .. , . _ _ _:, T t .J J [ T t Jl.-�[ l -1 ,[_ _f �� -C�l J._. �...._ Jr- [_ -J_. J .. _J __ -I �[- ��_ �l �_....L _,[ �[ `� _ J 5.0 .._ J--_ �_ I_ .[. 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J --� __J. _ �__J_ !_ _ _.__x_1 _J J� Z _1_ ,-_[._ [ _ _1 -C�._1 _�[ l 1 T.O.M HDR. 4 TEXTURED FINISH 2' 0" �, °° --------------------------------- 35N 23 SH RIGHT ELEVATION 10' RIDGE VENT SCALE: 1/4" = V-0" F.FL- 6080 SGD 25 5H Lb 5H LEFT ELEVATION_ SCALE: 1/4" = V-0" JJ VI I -- v. , \-I-- --• REAR ELEVATION SCALE: 1/4" = V-0" FRONT ELEVATION - A SCALE: 1/4" = V-0" GENERAL NOTES VENTILATION CALCULATION FORMULA =FBCR 2007 Sec R806.2 S.F / 300 (1/300) / 2 (INTAKE vs EXHAUST) *144 (TO CONVERT TO SQ. INCHES) = NET SQ. INCH REQUIREMENT 2488 TOTAL 597 SQ. INCHES OF � S.F. VENTILATION REQUIRED 7j3 ROOF CRITERIA 12 OVERHANG U.N.O. PLUMB CUT FASCIA -SHINGLE LOADING ROOF PITCH PER ELEVATION G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. R703.6 Exterior plaster. R703.6.1 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926. R703.6.2 Installation of exterior lathing and framing shall comply with the application requirements of ASTM C 1063. R703.6.3 Where cement plaster (stucco) is to be applied to lath over frame construction, measures shall be taken to prevent bonding between the cement plaster and the water resistive barrier. A bond break shall be provided between the water resistive barrier and the cement plaster (stucco) consisting of one of the following: 1. Two layers of an approved water resistant barrier material complying with Section R703.2, or 2. One layer of an approved water resistant barrier complying with Section R703.2 over an approved plastic house wrap, or 3. Other approved methods or materials applied in accordance with the manufacturer's installation instructions. ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these docuriients be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these docurnents. Any questions regarding the Information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. U) M oM lD. E M Q Q e' � o 00 r, rl ° . 7j3 m a,�EQ C C0 13 P, LO 00C OU) °' lr-� -0 � N L 0 t040 0 0 Qom o ITZ = F -0Z �z- m 0 r o C W .J00 Z ry+C7O = oo W 2 zz Cz 0�o CA COD [��F kQ�W RMV u= a ilr7 o�o��p y� U O U O iz Lu '��" C, U Zw3� I®ED zp vi W98= c'a Z Wa¢�5l– ou�F Or+ co �rLQ2 004 a mwr,w °SOU UlujQ "z oF- ❑ F- >iO0 J ri ,- t V) Mz H 00 0 p=U-d' Z w .4 Q w O �O g o 0�w0�d" Q = J Z U-) U Ln rn LUw J N °z WLo �1JmZ~-Wa V I-Lv)(..�0 O z} O a U Z } Q U E T L Z Z Z Z n U 0 L0 O o x a LU ozo .Jz �zw J y� } CD Ln w 1 ko V7 0)_j w I'D v,~I `¢Z�o L.L _ C) w D O L -u rr W U N4- 0 al zza p z Lu W U 00 Q�-ja°r- ���w¢6 U (/) $>�O2 ®T__, Lu w O IL Z Cal C) V a Z< ('V Q Qaaw O LL �' g --I 0 W H ° SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEET NO. 2 CN I=I IMS o � 00 HOD OPENING AT MASTER BEDROOM MIRROR i�CD O MIRROR OWEL BA Lj MASTER BATHROOM BATHROOM 2 Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. m 4 0 u _\ U a o '60 C- Q , �o, ��• ('°' O N CV � U t c m� DO C O d' 0 O O O O Llil L�OZ �D W Q Pi O 01 �'m❑ c-rrnO w ,moi s� wiz oom,L 2C -�o w� O�Of..:' � nC. � Wz�o p^oa;„,� LL�UNp COD c0i� •k"O �ii a IL -=a MIA Uz O U aw=� 0 ��o� 1..., w� MW P 'O Q(f.W FT -1 N w wzz'O� �U)ZU1 00 wa�� '� aw °�y°`o�P O- O �•=oo�m� H V,,— LL w� 4-1 w -0 W uj LL' rn U U LU � ® � 7LL Uj re 0 z < : � N F O J� TI 7 W ^Tr 1 1 p J N N =w � J W —j W Ln N L 2 W U_. O �a�zop pz?-pa z> � z J a �D O V) O � w o LU�apzQ w J i ry® V V W ' U) O�/'LLJ 1 O_ t1.) Q LLJ W QZCJD W zp.��zz LU U00 U O W o� � w p LCY LL L Z � W •• W z '-- � Z SCALE AS NOTED PLOT DATE: 06/25/2009 VERSION N0. 202 JOB NO: 00-0722 SHEEP N0. 2.1 GENERAL ELECTRICAL NOTES: 10PTIONAL OVERHEAD 500E2AS 0 E AMPSERV D ICE Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R313.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 72 and the 2008 NEC. 7. R313.2 1 carbon monoxide protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with NFPA 72. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 8. R313.2.2 3 combination alarms: combination smoke/carbon monoxide alarms shall be permitted if each meets the applicable UL standard. 9. Keep all smoke detectors minimum of 36" from bathroom doors 10. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 11. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 12. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 13. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY I 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT :METER MAIN DISCONNECT 150 OR A/C DISCONNECT 200 AMP UNDERGROUND # 12 COPPER TO LIGHTS AND OUTLETS SERVICE BY TYP ELECTRICAL # 10 COPPER TO WATER HEATER POWER COMPANY PANEL # 8 COPPER TO RANGE # 6 TO A/C # 2 GROUND TO 5/8" ROD (10' DEEP) ALSO SERVICE TO BE BONDED TO FOOTING S1 EEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70A-05, LOCAL CODES AND THE LOCAL POWER CO. u ��I R 3" VTR 111- 3„ C/O I I I I KITCHEN 3„ 2„ SINK I I I 3„ 3" VTR- 11_ 3„ I I I � -i 2„ I I ON DBL. I I 3„ WC BOX SINK 3" 3" WC 2" SHWR DBL. TUBI 2SINK 2" TUB PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY . CLOIN WIWI 101 SCALE: Y4"=1'-0" II \\ I I C. (RACPA91 WP tm DISCONNECT I � II 999pan 1 l l ECEPT. ALARM IYSTEM PENDANT LIGHTS OVER ISLAND ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" l� ELECTRICAL P SCALE: Y4"=1'-0" Notice to Builder & All Subcontractors It Is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, ornissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be In accordance to the Information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms 0 f the agreement. DUPLEX CONVENIENCE OUTLET k€ DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET 0 (V HALF -SWITCHED DUPLEX OUTLET L•�LO oo C SPECIAL PURPOSE OUTLET EN DUPLEX OUTLET IN FLOOR 0 220 VOLT OUTLET - 0 WALL SWITCH 3 THREE-WAY SWITCH -?4. FOUR-WAY SWITCH $R RHEOSTAT SWITCH LU COF3 COO CD =a V w V CEILING MOUNTED INCANDESCENT LIGHT FIXTURE nv)o� ®WzHXi�� Q w00a aO °rv� ui CV w WALL MOUNTED INCANDESCENT LIGHT FIXTURE z 0W = Q2Q -0 CO LU F U7 noa E� ro Ca RECESSED INCANDESCENT LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN Lu LLI w Q M U U TRACK LIGHT FLOURESCENT LIGHT FIXTURE ® EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) @) SMOKE DETECTOR (N) SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) II�� TELEPHONE (OPTIONAL) Lh V Z � TELEVISION (OPTIONAL) O THERMOSTAT Q= UJ ELECTRIC METER zLLnU ELECTRIC PANEL M -J DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J �7 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN 150 = #1 COPPER OR 2/0 ALUMN. 200 = 2/0 COPPER OR 4/0 ALUMN. IN 2" CONDUIT :METER MAIN DISCONNECT 150 OR A/C DISCONNECT 200 AMP UNDERGROUND # 12 COPPER TO LIGHTS AND OUTLETS SERVICE BY TYP ELECTRICAL # 10 COPPER TO WATER HEATER POWER COMPANY PANEL # 8 COPPER TO RANGE # 6 TO A/C # 2 GROUND TO 5/8" ROD (10' DEEP) ALSO SERVICE TO BE BONDED TO FOOTING S1 EEL. ELECTRICAL RISER NOTE: N.T.S. ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70A-05, LOCAL CODES AND THE LOCAL POWER CO. u ��I R 3" VTR 111- 3„ C/O I I I I KITCHEN 3„ 2„ SINK I I I 3„ 3" VTR- 11_ 3„ I I I � -i 2„ I I ON DBL. I I 3„ WC BOX SINK 3" 3" WC 2" SHWR DBL. TUBI 2SINK 2" TUB PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER FAMILY . CLOIN WIWI 101 SCALE: Y4"=1'-0" II \\ I I C. (RACPA91 WP tm DISCONNECT I � II 999pan 1 l l ECEPT. ALARM IYSTEM PENDANT LIGHTS OVER ISLAND ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" l� ELECTRICAL P SCALE: Y4"=1'-0" Notice to Builder & All Subcontractors It Is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, ornissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be In accordance to the Information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms 0 f the agreement. a 4-0 NO 0 (D E15 a u 101) r 1` 1 N LL- E a, c co 0 (V 00 L•�LO oo C OCD EN 0 0 - 0 �j o 0 zw z ui Fwa c a o�rn w}n❑ (-Imo W o��� mNz aZ— Z'ooF w�� OU LL 0t-� W zQ W O CY 'ro r, WG[CL = Cn R'O Q; ifi LU COF3 COO CD =a V w V ) �o pco nv)o� ®WzHXi�� Q w00a aO °rv� ui CV w w7d Ow Com°,t z 0W = Q2Q -0 CO LU F U7 noa E� ro Ca IL 5' cl a- H� V U VI r r! ( ry Lu LLI w Q M U U F -z uZ ❑ ol-F- z 0 J U) CO AF J M � 0 H C) L II�� Lh V Z � Q r' Q= UJ zLLnU LUW J N L Z wmZ~a CJI- �NOO �Z, ZQU O Z0CLW Z>-Quz4 6� F—LZZF4-Z T .-, W Z d � J �y G 4U 0 U-) O OO LU N LU W � CL N W Q � W � �o� �. Z Lu Il� 44Z C) Q Uoo�� o0WxF- --� Zd°ZZ C9 u ~0¢ ¢rg U O T-1 � LLO0j��a } 1 Q O U LLj < W o C) =VXLLQ O Ln V) ZW Q N ® C) a~ J 0 n w SCALE : AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2.,02 JOB NO: 00-0722 SHEET N0. 3 Mcpan I I GRILL SIZE I I -- -} DUCT SIZE BEDROOM 4 OPT. _ 1M J 1 SCALE: '=1'-0" 8H Y4 -- AIR FLOW HVAC PLAN SCALE: Y4"=l'-0" (D a) ( @ w o 0 U P) o `';.' \V �Oc L0�co CIRf� ®� O VJ a 0 O 0 0 I -IOC O �w z �ziF=-oz G ui w P� rn t C7 o rn win N�m0 W �w000 0 00tH U. � ooO �b U. Lu _. In Q'O Q; a ��' w4 V U SLLca LU `40 Q ZL ® z0 �°� N U vVi wn w0 U, wdw� ov0 w �� (7 z o w q oo p CO ,r w y��� �� O wg��Lij ED FF-- d � $ W li �' o cn w O w�L� ; W w Wu w N Z ❑ 0 F- F - 0O __j rl a N N J M lD z H C.X. Q LL. Ln QZ � O � G ce I Q = J ZUrn U LUW J � N Z. LU zC� LUMzzG� u F-,no , zQ¢ LL Zu ¢¢ ,-Zz F'Z U3no �a::)}u� 0(4 0 j Q, o O T O Z)w ~LUXE J CV Ln ,--I W � � Q Lf� W l� F Y a V✓ w000� ��// LL ® V Fw-- l m O O,W�F- w Z O Q ZLU w O �- w >.e aC` Lu ce 0 ® J v- ¢Qo LL 0w ® N ij 2- � z C:)U �--, <~ Q T > F— z j ® g �-� SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2mO2 JOB NO: 00-0722 SHEET NO. 4 (� U) c M �U W O N n °Mo6C z 00 't z o _ v U) -J Y ._ C c0 M � 0eL M O ty �w �(5 lot 00 41 00 CD � N 0 0 0 o ==O=o Zw ~�zw w �z� t o� Y)7g� ,R z cc�r0w cw) r� a. z U, W0Q0� 7),OF=.. a 0, ¢mowv �: wZ�OL yr ap a m W¢co o pi�pp cm w W �J w N O o � U % U U o 2. ,L w C .. �, tb N V vi aW �w0 � p aEt 9 w¢o�cm Z. ?g92 =—a ll�'-,oC w Di .] �vo� H 4� wa.LLu� W co ono w wco ooz rn C) nV pk H Z Q O J ri V) ca ,--i p(j)z -1NcV 0 = w Z W 14- Q ko Q O oCw p� =J z Ul) U w `n � rn g0z u. wZ I - coi b.;-' Ln LL z z ¢¢v�Q _���►-Z O Og�w V OU) 0 � � o Vx01-wEN [�,a0z0 �w J O N O V) ,-i LLJ Q � J W �10 z Lu <o� V) L� ko w 0 O O OAC � C:)cxc�� —� �ozco� U - oz u 00 h oZgQ o�°od= O p °v Q V) XO o pzaQ j z O ® g U w - SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2w02 JOB NO: 00-0722 SHEET NO. 5 4 Q" e p M 000 Q pq M p U tel; U) a Z. Z rr//�� p J Y ._ J, E fn / ) v� M (3)Em WO c N Q To m U) Q o +r 9 ® ^U, C) d E a) L 0 0 QOM 0 L_ W F-pZ M P, ZW O sO� w> no � MZ �JNU1 aZ= zUSo cz �on �Qm� O N CM ++ w w w�z�� �O oM, W N w u", o 4 P. Q °° o co C) IL Z) O HIa ry mao ZaLU lu uj cc LLr o W o rn U U WWoLU N Z F 2 1 O J } n J M D = LLL LU LQ _ ] < ;f D Q � O a oY Lij Q = J LC� W Ch J � E O Z wLL U W Z F- to ci UF-ZLu r_ ~O g Z o O U Z C U a Z > ¢ U i Q rP s L Z Z F- Z � g U 0 ppa Z U U 0Q4 CDLLJN U ~ CL —��w J i A4 ® 6_ Lu 6 Z Ln V /m LU QLu X <ZC�O 1..1® O �cg Oznola2 O W LUq� (D (Lu �; � u J ® w 0. -2: �¢N o0 O C:) LL ��z� N J � Z O ¢aa� Z LLLL LU O O z H a SCALE : AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2mO2 JOB No: 00-0722 SHEET NO. 6 O O.:�::',; O':'•p : .s�',:.:.: ' �'p•.= .• � 4p ALTERNATE POWERS � Na�O STEEL LINTEL - O O ®Eo� O 8F8-1B/1T 8F8-0B/1T ^^`` t TYPE DESIGNATION #S REBAR AT TOP W ® � cq oo O ® U F =FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D Q 1-1/2" CLEAR #5 REBAR AT TOP 0N U O •O, O O O O O O O ` /; GROUT / U= UNFILLED 4 °,V^� 60-, J ` r R = RECESSED CLEAR V) LL. 4 8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16 -001/1T QTY. OF#5 0 �t0c 0© O O O O O O O REBAR @ BOTTOM ° D O W— D CO M oin 81720-1B/1T 8F20-0B/1T OF LINTEL CAVITY 4 M.U.O Lu Do p vi Q o w a ° �Q:D T C.M.U. - W N�x _ �, :j'•' p'� :; ; 0' • e(j'•, "•. "•, • ; • ,� Z e a 4 a GROUT a w , Q ® �/1 T ( 1 o V aWJ Q W AA`` •r , : ' e . , " . , r , ` LNOMINA t QUANTITY OF 5 REBAR AT ❑ W , O O #5 REBAR AT v BOTTOM OF �d U `� D D E O ` - '., ",- ' , WIDTH O ❑ w rn v #5 REBAR AT BOTTOM O 8RF6-OB/'1T TOP o LINTEL CAVITY �a = O • ,' • ` • , • • , ` -•• . ` -•• . • NOMINAL -BOTTOM REINFORCING F. C p p, MIN. (1) REQ'D • © r ',' HEIGHT PROVIDED IN LINTEL a s Q O • •— ." r r , 7-5/8"ACTUAL (VARIES) e• ,�" ,`" • •. .,•' "r,• ,`" 8"N OMINAL WIDTH 16 GAUGE POWERS ,. STEEL BOXED LINTEL • , • , •- r - O O MATERIA S POWERS STEEL BOXED LINTEL NOTES (ALT.) • ` Rc precast lintels =3500 psi. O 8F20-1 B 2T r ', Ec prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN — O O O O r grouted per ASTM 0476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for Installation. F 1 Qom O 81724-113/1T 8F24-OB/1TMaximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. O _ • • ' Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. O O r r minirnurn net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. Press per ASTM A615 Grade 60. ,, r',;,, 4. Lintel depth to match precast depth. One #5 Bar required top and ? w • ' Prestressing strand per ASTM A416 grade ❑ _ chi O O O O bottom of all Powers Steel lintels. z - o z u1 270 low relaxation. ¢ r w ,. w 5. A bonding agent must be applied to the Steel Box lintels prior to F- Z: - 8F32 "o OB/1T 81732 1 B/1T 7/32 wire per ASTM A510. m 1-_ o • . ` applying the cementitiuos coating. See contractor specifications ❑ r-1 M O w 1Vlortar per ASTM C270 type M or S. o a Z r , •'�' ' Q' GENERAL INSTALLATION NOTES oo _o°Oo0� • ;` ,' ; O O 1 Provide full mortar head and bed joints. Z >0w z W z CS v a o a : , • r•, • �•,• ; ",' ,•: , • 8F40 OB/1T • O- • 2, Shore filled lintels as required. O o °ti w O O 3. Installation of lintel must comply with the architectural and/or structural drawings. LINTEL PLAN NOTES: --, ,, � 4. U -Lintels are manufactured with 5-1/2" long notches at the ends to accommodate ❑ ~ w • . ` • .' • , , • 81744 1B/1T vertical cell reinforcing and grouting. w FL x no. U � U 00�_ 1� 4 ;_;- ; ;,';•, 5, All lintels meet or exceedU360verticaldeflection,exceptlintelsl7'4'and 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 00�� ® ° W wz n ® Q •" - ® longer with a nominal height of 8" meet or exceed 1/180. n ❑ �t a • . ` • ' •r , • 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE W �"`° nN ° N • . 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. z ®� „ o Z 1 • : r r', 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete g ASSUMED TO BE 16" MINIMUM DEPTH. Z ° w V Q v ��� O • ' ; - ' • . ' r masonry units. .'—. • .' r 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 = J m on O �1 I .•• , 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE H ��-� . '•' r•,; , • 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have LINTEL &THE BOND BEAM SHOULD BE COORDINATED WITH OF -0❑ �■ 'm ° LU viS w a coating of stucco applied in accordance with AS TM M C-926 or other approved (n = �?' r' coating. THE ELEVATION DRAWINGS 14 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) w CO o o O U U 0 0U 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER =W"z p o �j • .•'� ' loads shoud be checked for combine loading with the following equation: or- a 81728 1 B/1T Applied vertical load Applied horizontal load 81728 0B/1T 0 OT 8RF30 113/1T Safe vertical load Safe horizontal load <1.0 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED O FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED O o FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. — 8RF40 013/1T O J ri POWER STEEL LINTEL IS AN ADEQUATE O41 >m r` SUBSTITUTION @ ALL LOCATIONS UNLESS o � m co NOTED OTHERWISE AT OPENING LOCATION Zo = z w - Lnd- 0 6 a�LUZ < ��- =LU �LU Ln J N ® O MIN. O O O L 2 LuLL ���z� z> ¢ ZazdU Q =Z�yz}uuP C�ZpCq� L O O U uj 04 1 a. 0 G J LU=W J ® l O �� W� �"o cn M W 0 W � o zQ��z O z _j 00�r- W U U0 $�oa �J r ��0wzQ �, pp C:)Qoo a2:U_0 F — 0 0°z � LL W ¢~ F �z OMIN. E SCALE AS NOTED PLOT DATE : 06/25/2009 LINTEL PLAN VERSION NO. Notice to Builder & All Subcontractors 102 SCALE: Y4"=1'-0" It is the Intent of Deslgner/Engineer listed In the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear �OB NO: 00'0%Zz information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the Information contained in these SHEET NO. documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction L 1 MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, Fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", 0 BAR 18". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -1-P CONCRETE EXPOSED TO EXTERIOR: 2., C -1-P CONCRETE NOT EXPOSED GROUT FILLED MASONRY: 1Y2" 4.1.7• WELDED WIRE FABRIC (WWF): ASTM A185-01 a" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE 1.1.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL 1. 1.2. ACI 530-05, ASCE 5/TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi SPECIFICATIONS FOR MASONRY STRUCTURES. 3,000 Psi 3,122 Ksl 1.1.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.2.4. 1,1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN E ACCOMPANYING SUPPLEMENTS. 4.2.6. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ (Irr%_ (INCLUDING 2009 SUPPLEMENT). 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL - QOE O INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 4.3. CONCRETE MASONRY: 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II 'TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL �LLtFa oW$� ®2C z0~Ca V)WoFF 1'17MA 1.2.1. ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI 1.2.2. ACI 530-05, ASCE 51TMS 402-05 & ACI 530.1-05, ASCE 6/TMS 602-05 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SPECIFICATIONS FOR MASONRY STRUCTURES. CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 1.2.3. ASTM C270 -01a, C476-01, AND C90-01 SPECIFICATIONS FOR MASONRY STRUCTURES 4.4. STRUCTURAL LUMBER: 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2005 EDITION, AND ALL a'OC� ❑ ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi ACCOMPANYING SUPPLEMENTS. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 4.4.2. 1.2.6. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC), 2007 EDITION, SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. (INCLUDING 2009 SUPPLEMENT). 1.3. SHOP DRAWINGS: 4.4.4. 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS GREATER SECTION PROPERTIES. 4.4.5. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM O � p CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. THE ENGINEER OF RECORD. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN THE COMMENCEMENT OF CONSTRUCTION. SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: PER FLORIDA RESIDENTIAL CODE R703.6.2 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 4.5.1. 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST FLOOR SUPERIMPOSED LOAD: 20 PSF HIGH STRENGTH BOLTS: ASTM A325-94 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 4.5.2. 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR J TOP CHORD : 15 PSF PRIOR TO INSTALLATION. BOTTOM CHORD: 10 PSF ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED 2.1.9. SHINGLE ROOF 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS TOP CHORD : 7 PSF STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND BOTTOM CHORD: 10 PSF 4.5.7. 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 2.2.2. GARAGE LOADS : 40 PSF 4.6.1. 2.2.3. PARTITIONED ROOMS: 40 PSF E = 2,000,000 PSI 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF Fc = 500 PSI (PERPENDICULAR) 2.2.6. Fc = 2,700 (PARALLEL) 4.7. STEEL: 2.2.7. FLOOR TRUSS INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED TOP CHORD MINIMUM: 40 PSF 4.7.2. 2.2.8. ROOF TRUSS "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL TOP CHORD MINIMUM: 20 PSF 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. BOTTOM CHORD (W/O STORAGE) : 10 PSF (NON -CONCURRENT) 2.3. RAILING LOADS: ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 2007 EDITION, AND CONDUCTED BASED ON A 120 MPH, 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-05 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO 1/360 TIMES THE SPAN FOR LIVE LOADS AND 1/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN-PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 -04a MIN. GRADE 40, Fy = 40 Ksi 4.1.2• LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 24", 0 BAR 18". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C -I -P CONCRETE FORMED AGAINST EARTH: 3" C -1-P CONCRETE EXPOSED TO EXTERIOR: 2., C -1-P CONCRETE NOT EXPOSED GROUT FILLED MASONRY: 1Y2" 4.1.7• WELDED WIRE FABRIC (WWF): ASTM A185-01 a" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05 (STRUCTURAL CONCRETE) ACI 530-5 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MODULES OF MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL C -1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C -I -P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C -I -P GROUT 3,000 Psi 3,122 Ksl STRUCTURAL NOTES 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL v J cN CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX o V o cd C WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR m L E N ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN E ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ (Irr%_ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL - QOE O ACI- MCP 2004 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-03, TYPE II o0CA NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL �LLtFa oW$� ®2C z0~Ca V)WoFF 1'17MA STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM, 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE C5 Lao IIx CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C2704 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF, fb = 675 PSI, E =1200 Ksi a'OC� ❑ ALL EXTERIOR FRAMING SPF, fb = 675 PSI, E = 1200 Ksi 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS O J SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 0 N [V SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR Z LU d" (D F- w GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN O � p CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE U � � MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN J N SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI(TPI 1-2002, BCSI 1 - 03 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST U,LL m � 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA RESIDENTIAL CODE R703.6.2 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: Zr-<U a SHAPES, ANGLES, CHANNELS: ASTM A36/36M 01 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53-01, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500 -03a, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325-94 MACHINE BOLTS: GALVANIZED ASTM A307-03 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 L LU GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3, NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR J APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. LU° "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 01. 4.7.4. STEEL TUBING: ASTM A500 -03a, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS �. w CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER 0 b Iw0E- PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE .X. U THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT W U SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 2004, RESIDENTIAL SECTIONS R320.1, R320.2, 11320.3, & R704. TERMITE PROTECTION - 0_ PLANS MUST SPECIFY TYPE OF TERMITE TREATMENT a Soil Chemical Barrier Method ® Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. IF CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC 105.11- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. Q a w CL The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. Uj 3. Irrigation/s rinkler systems including all risers and spray heads shall not be installed within 1' 0" of the building side wall. 4. FBC R704- To provide for Inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. Z 5. FBC R320.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC R320.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. SCALE 7. FBC R320.1.3 - Boxed areas in concrete floors for subsequent installation of traps AS NOTED etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. PLOT DATE : 06/25/2009 8. FBC R320.1.4 - Minimum 6 mil vapor retarder must ¢e installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, JOB NO: 00-0722 retreatment is required. 9. FBC 11320.1.5 - C n rete over our nd mortar alonO the foundation perimeter must be removed �iecfore exterPor soi treatment. 10. FBC R320.1.6 - Soil treatment must be applied undor all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC R320.1.6 - An exterior vertical chemical barneE'�nust be installed after construction is complete, including landscaping anq Any disturbed Irrigation. soil after the vertical barrier is applied, shall be retreated; 12. FBC R320.1 - All buildings are required to have prQ onstruction treatment. 13. FBC R320.1 - A certificate of compliance must be igsued to the buildinq department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC R320.3 - After all work is completed, loose wood and fill must be removed from below and within T-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-00 STRUCTURAL NOTES NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA -C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA -C, MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA -A, OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE, INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A VVALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11, GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN "THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 1113 NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED 120 MPH WIND IMPORTANCE FACTOR -- (IW) = 1.0 WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 120 MPH + 36.3 PSF / - 48.6 PSF (END) U.N.O. TYPE: 5B + 36.3 PSF/-39.3 PSF (INTERIOR) U.N.O, GARAGE DOORS (V = 120 MPH) SINGLE 90 +27.6 PSF / -31.2 PSF DOUBLE 160 +26.4 PSF / -29.4 PSF v J cN 0 v . o 0 N a I, r. ao v (D w IIrti4iw'Q . o V o cd C m o z U) m L E N ^U `Lo n r�i `O W 0 00N _ N (n Q o -� u7 L, -n oro C O�' U E 0 (Irr%_ a V O o - QOE O cT zw �w:� o ,� u~i-cz7a4 W 0 ng`a' Z W } ZIL � M F1oz woOQ o0CA rr 4 w0.0 �_� (90.0 F CO3V3 0 P O �LLtFa oW$� ®2C z0~Ca V)WoFF 1'17MA U CD U �. wz0� �O ? �zoLLJ sd F Q LL - �D a'O C37 x boo O C5 Lao IIx 1°_U m a LAw �' O�w� �a Woo N Z a'OC� ❑ o O J � n 0 N [V Z O J CO Q = LL d Z LU d" (D F- w Z O O � p d" Q = J U � � LLJ 01 J N L Oz U,LL m � vwiw0 o�Z0 0� Zr-<U a _ Z Z ~ Z Oon�;w L LU OCeo ��Qozp J � r O O LU CDQ LU° ® Z m S �. w ` / '11-LLJ 0 b Iw0E- J .X. U Uwo C)(O"] 0 W U ® T� I- 0 w ¢ O? F a LL) Q a 0_ a 0 ® 0 a x Z JOZ¢ N Q a w CL Z U_ ¢~LL LL Uj O Z a SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEET NO. SIN PRE -FAB CHIMNEY CAP FLASHING ROOF DIAPHRAGM NAILING SCHEDULE 2"x4" BLOCKING (SEEM USP SPT24 AT SPECS. FOR MINIMUM DISTATSTA NCE) RIDGE LINE U, EACH JOINT TYP. c3' COMPONENT & CLADDING DESIGN PRESSURE RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 1314" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING PRE -FAB CHIMNEY CAP FLASHING ROOF DIAPHRAGM NAILING SCHEDULE 2"x4" BLOCKING (SEEM USP SPT24 AT SPECS. FOR MINIMUM DISTATSTA NCE) RIDGE LINE U, EACH JOINT TYP. c3' COMPONENT & CLADDING DESIGN PRESSURE + + + .t + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + (120 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30feet, Importance Factor=1.0) _++ + + + + + + + + + _++ F + + + + + + + + + + + + + + + + + + + + ROOF USP STRUCTURAL CONNECTORS WALL SIMPSON STRONG -11E TRIBUTARY AREA (ft) ZONE 1 ZONE 2 ZONE 3 ZONE 4 CONNECTOR UPLIFT CAPACITY I LATERAL (S.Y.P. #2) 1 (S.P.F.) I CAPACITY ZONE 5 10 20.9 -33.2 20.9 -70.1 20.9 -70.1 36.3 590 -39.3 META16 36.3 -48.6 20 19.0 -32.2 19.0 -63.6 19.0 -63.6 34.6 1247 335 -37.7 HTT16 34.6 -54.4 50 16.7 -31.1 16.7 -55.0 16.7 -55.0 32.5 4618* -35.6 32-16d & (1) 518" A.B. 32.5 -41.0 100 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 2150 -33.9 16-16d Sinkers & 7 - 1/4"x2 114" Titen 30.8 -37.7 125 14.7 -30.1 14.7 -48.6 14.7 -48.6 30.8 2825* -33.9 __ 30.8 -37.7 NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY * 2310 18-1 Od x 1 112" & (1) 5/8" ATR BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. ++ 2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE BY MULTIPLYING BY ADJUSTMENT + COEFFICIENTS IN TABLE R301.2(3) OF THE FLORIDA RESIDENTIAL CODE 2007 + 3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING FRAME APPLICATIONS wm���a 0 Po2:,L,,Joo SURFACES R17 585 + + + + + .t + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + UPLIFT CONNECTION CROSS-REFERENCE _++ + + + + + + + + + _++ F + + + + + + + + + + + + + + + + + + + + _F-1 + + + .F + + + + + + + + USP STRUCTURAL CONNECTORS + + SIMPSON STRONG -11E + CONNECTOR UPLIFT CAPACITY LATERAL I CAPACITY FASTENERS I CONNECTOR UPLIFT CAPACITY I LATERAL (S.Y.P. #2) 1 (S.P.F.) I CAPACITY FASTENERS (S.Y.P. #2) 1 (S.P.F.) MASONRY APPLICATIONS MASONRY APPLICATIONS HTA16 1615 1585 590 10-1 Od x 1 1/2" META16 1450 1247 335 7-1 Od x 1 1/2" HTA20 1615 1585 590 10-1 Od x 1 1/2" META20 1450 1247 335 7-10d x 1 1/2" HTT16 4290* 3689* -- 18-16d & (1) 5/8" A.B. HTT16 4175* 3695* -- 18-16d & (1) 5/8" ATR HTT22 5370* 4618* -- 32-16d & (1) 518" A.B. HTf22 5260* 5250* __ 32-16d Sinkers & (1) 5/8" ATR LUGT2 1850 1850 __ 16-10d & 5-1/4"x3" Wedge bolts LGT2 2150 1850 __ 16-16d Sinkers & 7 - 1/4"x2 114" Titen LTS19 1390* 1195* -- 8-1 Od & (1) 3/4" A.B. LTT19 1350* 1305* __ 8-16d Sinkers & (1) 3/4" ATR LTTI31 2825* 2429"` __ 18-1 Od x 1 1/2" & (1) 518" A.B. LTTI31 2310* * 2310 18-1 Od x 1 112" & (1) 5/8" ATR Mj ++ o + + + + FRAME APPLICATIONS wm���a 0 Po2:,L,,Joo FRAME APPLICATIONS R17 585 585 170 10-8d x 1 1/2" H2.5 415 365 150 10-8d x 1 1/2" RT16 1030 1030 645 16-8d x 1 1/2" H10 990 850 525 16-8d x 1 1/2" RT16-2 1160 975 410 16-8d x 1 112" H10-2 760 655 395 12-1 Od SPT22 725 623 260 8-1 Od SP1 585 535 -- 10-1 Od SPT24 1 1085 933 260 12-10d SP2 1065 605 -- 12-10d SPT4 1075 924 -- 6-10d x 1 1/2" SP4 885 -- 6-10d x 1 1/2" SPTH4 2150 1849 -- 12-1 Od x 1 1/2" SPH4 1360 -- 12-1 Od x 1 1/2" MUGT15 4265 3335 -- 22-1 Od & (1) 5/8" AT MGT 3965 -- r3330 22-1Od & (1) 5/8" ATRLUGT2 2260 1956 440 32-1Od LGT2 2050 -- 30-16d Sinkers HTW20 1530 1325 95 20-1Od HTS20 1450 -- 20-1 Od LSTA18 1235 1110 -- 14-10d LSTA18 1235 1165 1-- 14-10d LSTA24 1235 1235 -- 16-10d LSTA24 1235 1235 -- 18-1Od LSTA30 1640 1640 -- 22-1 Od LSTA30 1640 1640 -- 22-1 Od LSTA36 1640 1640 -- 22-1 Od LSTA36 1640 1640 -- 24-1 Od dX u Z cL ® a L a ~ HUNG APPLICATIONS HUNG APPLICA11ONS HUS26 1925 1655 -- 20-16d HUS26 1550 1550 -- 20-16d THDH26-2 2235 1935 -- 28-16d HGUS26-2 2325 1995 -- 28-16d HUS28 2570 2210 -- 30-16d HUS28 2000 2000 -- 30-16d THDH210-2 3490 3020 -- 58-16d HGUS28-2 3220 2705 -- 48-16d * CAPACITY IS BASED ON CONCRETE EMBEDMENT, REFER TO MANUFACTURER FOR GROUT FILLED CMU NOTE: DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. + + + + + .t + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + _++ + + + + + + + + + _++ F + + + + + + + + + + + + + + + + + + + + _F-1 + + + .F + + + + + + + + + + + + + + + + c� z' I ( 1 W m E + CL (y C� a o 00 A 0'U) PRE -FAB CHIMNEY _- } z + + '-0" (TYP.) 0 -I EC 16 o + � U) wr°'6 oaz`n O� U ANO . 0 ..+ CZ CS F Fw WHEN CHIMNEY EXCEEDS 6'-0" a Q Ca ++ + + Q � o .Lu ® a z o u ZLr)k000 Nod � � U Q � � �ao M7 � oryw as N w Zu) Z¢ow U Lu IN HEIGHT + + N LLQ Z- GALV. m oo METAL +6 W w U Q --- 1/2" SHEATHING OR O.S.B. 15/32" CDX 0 w a FLASHING-\ D J N N J cn til C) = LL_ q - Z W 14- PLYWOOD OR � F-- z (9 E ¢ + + + + + + + ++ 2"x4" STUDS @ 16" O.C. MAX. Mj ++ o + + + + + wm���a 0 Po2:,L,,Joo o o z z d as0� zr QU2:Q r F Z + + + + + + + + + + + •+ + + + + .F + + + + + + ++ ++ + ++ ++++++ + ++ ++ ++ + + + + + + + + + ++++ + + + + + + + +,\+ + + + RIDGE LINEGALV. MTL. FLASHING 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE CRICKET 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & \ TRUSS TOP CHORD + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE - -XC + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH USP HTW20 @ EA. CORNER 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER DOUBLE 2"x4" BLOCKING 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH SECTION "A -A" w/ 1/2" PLYWOOD FLITCH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED SCALE: 3!4"=1'-0" 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. r ATTACH BLOCKING TO TRUSSES w/ USP SLOPE USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES J L USPS\ MUOT15 TYP. GIRDER TRUSS 2X TOP PLATE a 5/8"0 THRU BOLT � PR w.0 B 9 (N 001 EXTERIOR FINISH RICKET c� z' I ( 1 W m E T CL (y C� a o 00 A 0'U) PRE -FAB CHIMNEY _- } z a `J 0 BLOCKING @ MID POINT -I EC 16 o ? W W$ � U) wr°'6 oaz`n O� U ANO aoz °o CZ CS F Fw WHEN CHIMNEY EXCEEDS 6'-0" a Q Ca z Q � o .Lu ® a z o u ZLr)k000 Nod � � U Q � � �ao M7 � oryw as N w Zu) Z¢ow U Lu IN HEIGHT LE N LLQ Z- GALV. m oo METAL Lux Q W w U Q --- 1/2" SHEATHING OR O.S.B. 15/32" CDX 0 w a FLASHING-\ D J N N J cn til C) = LL_ q - Z W 14- PLYWOOD OR � F-- z (9 E ¢ Q = J z�� W 'r' w 2"x4" STUDS @ 16" O.C. MAX. Mj o oz wLL 7/16" OSB wm���a 0 Po2:,L,,Joo o o z z d as0� zr QU2:Q r Z CV w LIJ RIDGE LINEGALV. MTL. FLASHING 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE 120 MPH 3 SECOND GUST EXPOSURE "C" WIND ZONE CRICKET 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & \ TRUSS TOP CHORD + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE - -XC + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH USP HTW20 @ EA. CORNER 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER DOUBLE 2"x4" BLOCKING 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH SECTION "A -A" w/ 1/2" PLYWOOD FLITCH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED SCALE: 3!4"=1'-0" 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. r ATTACH BLOCKING TO TRUSSES w/ USP SLOPE USP HTW20 @ EA. CORNER MP -34 ANGLE TYPICAL PRE-ENGINEERED WOOD TRUSSES J L USPS\ MUOT15 TYP. GIRDER TRUSS 2X TOP PLATE a 5/8"0 THRU BOLT � PR w.0 B 9 (N 001 RICKET c� z' I ( 1 W m E T CL (y C� a o 00 A 0'U) _- O a `J 0 E -FAB CHIMNEY ASSEMBLY A 2 X B.U.0 2"X4" @ 16" O.C. MAX. (2) 2"x4" BLOCKING w/ 1/2" PLYWOOD FLITCH TYP. USP____/ MUGT15 TYP. TYPICAL CHIMNEY PLAN TYPICAL USP MUGT15 TO SCALE: 3/4"=1'-0" BUILT-UP COLUMN DETAIL FILL CELL STD. 90° HOOK BOND BEAM :...... w j STD. 90° CONT. #5 CONT. #5 HOOKL BAR BAR II`II :...:....:..: #5 CONT. FROM NDATION TOUHIGHEST BOND BEAM HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN BOND BEAM STEP SCALE: N.T.S. NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. ;1v USP RT16 USING 16-8d x1 1/2" NAILS o UPLIFT =1030# o 0 ov TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR SIZE':AND QUANTITY U, ° OIF FASTENERS ° 4�4 •i TYPICAL HTA 20-18 / HTA 20 INSTALLATION TYPICAL MTW INSTALLATION TYPICAL HUS INSTALLATION - w.0 B 9 (N 001 0 U c� z' m 01vp) W m E W � 0 O M CL (y C� a o 00 L 0 chr 0'U) _- O a 0 o -I EC 16 o ? W W$ �o a: M wr°'6 oaz`n O� U ANO aoz °o CZ CS F Fw a Q Ca fou- C;..�whO N v .Lu ® a z o u ZLr)k000 Nod � � U Q � � �ao M7 � oryw as N w Zu) Z¢ow U Lu d v C:)Lu LE N LLQ (D Lux Q W w U Q 0 0 H J T1 V)m D J N N J cn til C) = LL_ q - Z W 14- � F-- z 0 0 0�wp�d- Q = J z�� W 'r' w _j N Mj oz wLL wm���a 0 Po2:,L,,Joo o z z d as0� zr QU2:Q Ct Z w LIJ opo �o U�o04 zO W J CD W E-- < LU QD �z o l0 UV 0 O_ OJ LLJ o o o XLu 0 z J` �" 00 Q U ��JJJ a v r O vQ (� U�0LLaQ a L O 0c¢oo N dX u Z cL ® a L a ~ LL ®z a SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEET NO. SN1 (1) LAYER UNDERLAYMENT FOR ROOF PITCH 4:>12 & (2) LAYERS UNDERLAYMENT FOR ROOF PITCH 4X12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULATIONBAS F6R—� ROOF COVERING 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SNI ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N.0 2x SUB FASCIA ABOVE) W/DRYWALL 12" VENTILATED SCREWS @ 7" O.C. SOFFIT CEILING & 8" O.C. WALLS 8,x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90 -HOOK (SEE DETAIL) TYPE "S" MORTAR SEE THIS SHT FOR INSULATION CHART ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE 1x4 P.T. BASE NAILER — FOUNDATION PLAN FOR LOCATIONS) 3 1/4" BASEBOARD MIN. 2500 PSI CONIC.4"x4" INSPECTION SLAB PORT AT EACH MIN PSI MAY VARY PER FILLED CELL TYPICAL MUNICIPALITY./Lu�` CONCRETE SLAB W/ 6X6NOTE:EXTEND W - DECO FINISH 4" to 6" FIBERM .4 WWF OR FIBERMESH" DECO GRADE c �, �- =III -III -I I � ,• ° .•D . • I �, ,00 6 MIL VAPOR III D IIII=1 I = z BARRIER COMP. SOIL. I I I— r I I I I I I I =I 1=I 1 I I I= (COMPACTED TO 95% MODIFIED PROCTOR III III III—III—I I I I I ASTM D1557) " MIN. CLR. (2) #5 REBAR CONT. STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" 1'-4" U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDSHGT. FOR WALL HGT. s 8'4% (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r CHAIRS (TYP.) WWF OR FIBERMESH "' -III-III-I 6 D II -III -III -III Q L�IIIIIIIIII�IIIIIII I � D • 1111111111111IIIIII�l1' I r I. 8" 1 1'-4" .1, 8" TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT (GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. PAVERS SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND 13" O.H.D. RECESS z - I 111 4" 00 • .' 11 I-1 ti • ' I=1 I I. Ill ft SEE A/S3 OR J/S6 -ILI I I I ITI i I r FOR REINF. REINF. INFO. 3"MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I II II II II I u u u u L---------JI---AL---- --- JL —__ -----JL--------- r-----t------ _-------- --- r r II u u u n I n n u u u I II n u u u I u n n u u L.—__—JL------_ '=__.� -----JL----.—_—_—JL--------- ----------- II u u u 8"x4"x16" NOMINAL i ii ii ii ii 3/8" MORTAR BETWEEN BLOCK WITH 3/8" II— -- — -- SLAB & BLOCK ------ _-_-_____II______ _ MORTAR BETWEEN COURSES CUT TO I II II u u II u SLOPE. I u u u cl) II ELEV. 0'-0" L---- L----- II -----JL'--------JL-------JL---- r----- -ir------- 11 r---------- A.F.F. -a.` ELEV.-0'-41/2" LI --------JL- -----fir------ ---�I a ° o'. '. 'R -` r A.F.F. a . °.. .p' a . Q ELEV. 0'-3 1/2" C 4 ....4. . 4 ° 4. q ° a 44• ° 4' ., 4.'°° 2x4 CONT. ' ° °: .. .y ' 44 4 ° Q• ? GARAGE DEPTH VARIES ° q. d. .4 q• A I I GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. LOAD BEARING OR2x STUD TII EXTERIOR WALL 8" C.M.U. I 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *USP SPT22 TYP. I SPACED EVENLY 2x P.T. PLATE I ASSUMED FINISHED GRADE MONO OR STEMWALL A' Z FOOTING MONO SHOWN FOR CLARITY _ _ _ _ _ D° D F_'' -I I -I I I -I I I -I I I III-III=11(=I I I -I 11=I 11- Z 1=1I1=1I1=1I1=1I1=1I1=11 � NOTE: " ' &' • D ' III-III-III-III=III-III- N *FOR BEARING WALL' - W/ UPLIFT ONLY I S I -III -I 11=1 11=III-111-III-III-III--III-I I I--III-III-III-III-1 11=. -I I I -I I I-III-III-III-III-III-111-III-III=1 I I -I 11=M 11=„I' - FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0""3,) SLAB INFORMATION. A.F.F. `r o 0 N 5/8"OR 1/2" HIGH STRENGTHJ `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM Oq ® U ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT NOTE: CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE E-0 N USP SPT24 0 CONNECTOR -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. - Qom 0 SHEATHING REQ'D. FOR ALL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 2x P.T. PLATE EDGES, AND @ 12" O.C. @ FIELD oUoo wD SPACE ANCHOR SP SPT22 CONNECTOR 5/8"' x 10" "J" BOLT @ 24" O.C. W/ 2-x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) SEE PLAN WWF OR FIBERMESH 31/2" MIN. a - - . - - III I'31/2"(min.)- 4" r=1 _ p " 3 4 1/2 (min. - I I T(III ^III„�II_I 1TI=IIIEEE III=III-III _7 II' (2) #5 CONT. •• rrr-rrr-rr — - I I -III -III -III -' 411 11.411 811 U.N.O. MIN, TYPICAL BEARING WALL 6@ STEP (cry SHEARWALL C "SHEAR WALL" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" 0/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c 04 co D D 6 MIL VAPOR BARRIER i 11111 II I II I R ° I I I I II I .• •. COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM ' �I I 11=III=III=1 D1557) III I IIIA IIIII IIIA SCALE: 3/4"=1'-0" 2x STUDS @ 16" O/C SULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK, USP SPT22 @ EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER MANUF. FINISH GRADE °O -11 I-1 I I-III=III IIIIIIII��IIII 41. 11.411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB r0 CONT. BEAD SEALANT BLOCK WALL BEYOND ¢ INTERIOR EXPANSION JOINT -3 1/Z" 13., C °' .: . 4- O.H.D. RECESS T CONCRETE NAILS W 1 1/2" EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. -11 �� I I; b • a I -r oo TENSION 120#) CONCRETE SLAB -III-III � � , ' • ' oo I=1 I I -III �:: •. •>' ' ; , F 4 I I. - _,_ . °° . i ;111=1� . I LI_ _ -1 I 1=I I 1=_-_ - 11 1 1 1 1 1 IIIT,3" _ TTI= 6 MIL VAPOR --__ '�I 1=1 SEE A/S3 OR J/S6 _ FOR REINF. INFO. — MIN, CLEARANCE BARRIER 9I I I I 1=1 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S.S3 ADDITIONAL INFORMATION. 2X STUDS @ 24" O.C. U.N.O. GARAGE x-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN j -CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESHLJ_;; ° 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 Q 0 SEco�` cc,'��c�JcvS CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR 5/" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE USP SPT24 V -Q _,,.-----2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. CONNECTOR 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ USP SPT22 CONNEGTOR 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x'10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 @ 24" O.C.) SEE PLAN WWF OR FIBERMESH 3 1/2" MIN, rl=r°rl-rrr� III=III=11I=TS 1 /2"(min.)- 4" 00 31/2"(min.) - 4" =111=111= =III- III I I -I II ��-f•f-I-fII-F t= i-rrr-A-rrr� r -'-III-I I -I I' 111 I_ (2) #5 CONT. I I I-1 I ;,I I1 1 IIII_„III_„I I„1111 4” 1'411 8” J. N.10. MIN. TYPICAL BEARING WALL @STEP rcc \1 20" MIN. LAP 95 REINFORCING BAR #3 OR #4 REINFORCING BAR MIN. Fy= 40ks1 #3 & #4 LAP SPLICE 25" MIN. LAP 45 REINFORCING BAR R 17/8—� #5 LAP SPLICE 10" #6 REINFORCING BAR #5 STD. 90 HOOK ##6 LAP SPLICE REBAR DETAILS F SCALE: N.T.S. S3 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(ruin.)- 4" GRADE c° I �T I I_I=1 1=1 I -TI 1-1 I-1 1=1 I I� —-- 1,4.11, ..8" MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 ARIES 1 1/2" RECESS FOR 6 x 6 W1 A x W1.4 S.G.D. (U.N.0.) WWF OR FIBERMESH N ° — 00 rrr-rrrrl-rr� ` ' ° ° II - r I I I 1 I: 147 E. '� �. � � �• • • ` ' � � ` III- SEE NS3FOR -111 ,,111=III-1111 III II' REINF. INFO. 4" V-4" 8" OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS g S.G.D. M SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0” S3 TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I r- CONT. FOOTING STEEL I 00 z GRADE a c� w z =1 I I1=1 I I°' a � �wo IIIIII _ 00`�m r 9II=1 • • .. .o._ LL C) 1-111 I°.. ,4 EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. c�! ' C`7 4 rrr=rr4 -1 11=1 11=1 11=1' III -III -III -I � I w �I11-�III-III- z ' I IE1 =III=111-11 11=111 I I = III -111-=; FOOTING ul III III -III -III -III- _III -III -III -III_ 1=III=III=III=1 I I I -111T—' BEYOND PAD REINFORCEMENT -III—III—I —' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 w � ( (1) ROW 2x BLOCKING @ MID HGT. NAl U O ' h� Oq ® U FOR WALL HGT. < 8'-6". (2) m m w J Y •� LL 4 E NOTE: ROWS 2x BLOCKING @ 3rd PTS 0)10Q� SEE SECTION C/S3 FOR F OR WALL HGT. > 8'-6". E-0 N ADDITIONAL INFORMATION 0 0 o, 1/2" GYP. WB (MIN.) @ GARAGE - Qom 0 Z~oZ "D w SIDE IF APPLICABLE. w0 JUQ MC•,Z Z H USP SPT22 CONNECTOR �oNo in � a0 IOw 'Z6U in 3" N U z w ®Cu ^-- OvS ® �..NW� 8) ��o� .� zFC,I<C LO 5/8"" EXPANSION BOLT @24 " O.C. �r w 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR oUoo wD SPACE ANCHOR 3500#, MIN. TENSION 2600#) a 0 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 V) ca ,�� END OF 2" x PLATE WWF OR FIBERMESHLu M v 0 Lu I M 00 a -III-III-III_lb6 D ° D I I -III -1I I -III �- g I -III -III -III I • ' I-1 I I=1 I I- I I=1 D• III III -III -I I 1-' �- III I I-III-III=1 L, w "' •• rrr-rrr-rr — - I I -III -III -III -' I I i—I-_- I -III -' 0C ui 0 = LLJ l _III -I I 1=1 -III (2) #5 CONT. III -III 111- ON 3" CHAIRS J N (TYP.) 8" VA" 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL I r- CONT. FOOTING STEEL I 00 z GRADE a c� w z =1 I I1=1 I I°' a � �wo IIIIII _ 00`�m r 9II=1 • • .. .o._ LL C) 1-111 I°.. ,4 EXTEND FILL CELLS TO FOUNDATION PAD MAT REINFORCING. c�! ' C`7 4 rrr=rr4 -1 11=1 11=1 11=1' III -III -III -I � I w �I11-�III-III- z ' I IE1 =III=111-11 11=111 I I = III -111-=; FOOTING ul III III -III -III -III- _III -III -III -III_ 1=III=III=III=1 I I I -111T—' BEYOND PAD REINFORCEMENT -III—III—I —' 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 w � ( N NAl U O ' h� Oq ® U v. Ise pNl� V� c� �Do m m w J Y •� LL 4 E Q) V J `" cc: Y M W a co �_ LN . ti3 0)10Q� 0 Q v E-0 N 0 0 o, o - Qom 0 Z~oZ "D w 22 w cn Ia- F_• Za cl:CA0 w w0 JUQ MC•,Z Z H N o0E k°°(D C0� ¢z�z CD[[��j� ao� baa �oNo in � a0 IOw 'Z6U in 3" N U z w ®Cu ^-- OvS ® �..NW� 8) ��o� .� zFC,I<C LO C2 4 �r w I.- �aa0cm U mn �EE� H oUoo wD w`noo rn V U z N Z D 9 0 Z p O J V) ca ,�� (/') n I M 00 D=LL Z Lu • d- �I¢-•O� �- 0C ui 0 = LLJ ZLnU W � Ql J N oz WLLo wz wa oz�oo Qz>,z<O DC z Q �E�Zr~z J W 2 J > av 8C) O� p � o Lu v H a p z OO J J O O W Q � Ln W � �-. ci o u o o � Z, m Lu �, oQww Lu zo�aD0 W V 00 Ua�Q8r- oaLuLu �� ® ,-� ' oLLoa ® a°o �Dy OC O c LL z Lu O r -I a IL J EL T W z Z 0 3 i --i J rL SCALE : AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2mO2 JOB NO: 00-0722 SHEET NO. S3 M SEE TYPICAL WALL SECTION VENT OR 2ND FLOOR 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C � (TYP.) �� SEE ELEV. TYPICAL C.M.U. WALL UPLIFT CONNECTOR (SEE SCHEDULE) 1/2" MINIMUM CEMENT FINISH DOUBLE 2"x4" S.P.F. TOP PLATE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS _ 7/8" STUCCO FINISH PER ASTM C. 926 THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD APPLY 3 LAYERS W/ TOTAL THICKNESS SCREW OFF CAP (3" DIA,) W/ DRYWALL SCREWS , ` _ 7/8" OVER METAL LATH. FIRST 2 7 5/8" g" 7 5/8" g^ 7 5/8" FOR CLEAN-OUT @ 8" O.C. OR 4d ,� `- _` = `L _ LAYERS 3/8" THICK EACH, 3RD LAYER DRYWALL NAILS _ — _ _ _ _ _ MIN. EXTENSION FROM — — — — — — — — 1/8" THICK. — ❑ ❑ EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE USP SPT24 EA. STUD "' CRICKET AS REQUIRED WALL IS 11/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT @ DOUBLE 2x TOP EXTENSION FROM EXTERIOR PLATE FACE OF BLOCK WALL IS 2 1/4" INTERIOR ❑ ❑ FULL 8x8x16 BLOCK 1/2" EXTERIOR GRADE SHEATHING WALL ❑ FASTENED TO TRUSSES WITH 8d TO DRAIN COMMON WIRE NAILS @ 4" 0/C Ct DOOR OPENING DOOR OPENING DOOR OPENING — Ck BOUNDARIES 6" 0/C EDGES & 8" BLOCKING (T ) 2x BLOCKING @ EACH END W/ 10d @ . ❑ O/C FIELD j 4" O.C. FROM EACH HEADER FACE EXTERIOR ❑ TO BLOCKING WALL CLEAN-OUT A WALL 2X4 PT STUDS @ 16" O.C. ) 2X4 PT STUDS UNDER (2) 2x HEADER SCALE: N.T.S. ❑ ❑ ❑ CARR R/GIRDER TRUSS HIP -- - PER PLAN S4 -- o --------- 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 1ST COARSE 2ND COARSE 3RD COARSE USP HTA20 @ EA, STUD • E MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE MAIN SPAN REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE MOISTURE BARRIER ROOF TRUSS SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, UPLIFT CONNECTOR 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 8"x8"x16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) 1 TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D AND FILLEDW/GROUT SCALE: N.T.S. S4 SCALE: N.T.S. S4 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8"DIA. x 8" J -BOLTS ON 24" CENTERS. ALL J -BOLTS WILL BE IN 12 SEE TYPICAL WALL SECTION FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE SCALE: N.T.S. 4 KNOCK -OUT TRUSS BOTTOM CHORD OR 2x4 COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH (T+(pj SEE ELEV. PRE-ENGINEERED WOOD BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED BLOCKING W/ 2-16d TOE NAILS MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. TRUSSES @ 24" O/C FOR CONCRETE PLACEMENT UPLIFT CONNECTOR ° a a @ EACH END WALL (SEE SCHEDULE) a 4 . ,. 4 SEE BUILT-UP FOR MORINFO LLI DOUBLE 2x4 SPF. #2 ° 4 DOOR STOP TOP SPLICE TOP PLATE z d� a d a .Q MOLDING 2 ROWS 10d @ 3" O.C. (14 18-10d NAILS 2x S.P.F. STUDS @ 16" O.C. 8" STD. 90°HOOK g" 2x TOP PLATE :E U p NAILS TOTAL) EA. SIDE OF V2 -16d NAILS 24" O.C. OR GARAGE SPLICE STAGGERED CRICKET AS REQUIRED EQUAL TO TRUSS BOTTOM DOOR 5/8"DIA. X 12" EPDXIED ATRGREALINTEL BEAM W/ (1) #5 CONT. IN OPENINGS r, CHORD OR BLOCKING \� PLANTER THAN 6'-0" WIDE (U.N.O.ON 2 x 6 P.T. rM�NJ� \ M/AX1N. 5/88" EMBEDMENT 2x STUD @ 24" 10160 10d @ 8" 0/C 5 1/2" MIN. EMBED USP SPT24 @ EA. STUDOPENING O.C. MAX' SryN�� PROVIDE P.A.F. NAILS OR Ed 2x P.T. PLATE EQUAL @ 12" O.C. Yp _ FILLED CELL W/ (1) #5 VERTICAL SEE A/S3 FOR STAGGERED FROM BOT. e UPLIFT= 4290# (SPF / SYP #2) 1/2" EXTERIOR GRADE SHEATHING SEE FDN. PLAN FOR LOCATION PLATE TO CONCRETE BLOCKING (TYP.) REINF. INFO. DOOR TRACK FASTENED TO TRUSSES WITH 8d COMMON ° ,3iW/MOUNTING ANGLE WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 4 ° NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS PLATE LENGTHS MUST BE BOTTOM SPLIC --- FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. AT LEAST 8'-0" LONG. TYPICAL OVER STUD NOTES: TYPICAL INTERIOR NON- • FILL LINTEL AND ALL CELLSABOVELINTEL, BEARING WOOD FRAME WALL USP SPT22 E EA. STUD NOTE: FOR BEAM DEPTH 22",SA ABOVE LINTEL. x4" INSPECTION �1 TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rm USP HTT16 rN 2x P.T. PLATE PORT ROOF TRUSS @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 5/8" x 10" "J" BOLT @ 24" 0/C MAX � VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED F= 2240 LBS W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) PROPERLY. USP USP C 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. AND FILLED SOLID W/GROUT ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT 1 #5 VERT. IN CONC. FILLED CELL W/ REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON STD. 90^ HOOK IN K.O. BLOCK FLOOR PLAN. KNEE WALL ABOVE MASONRY WALL DETAIL F TYPICAL FILLED LINTEL ASSEMBLY G SCALE: N.T.S. S4 SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS n, mo f W O o(l) N EA END EA END EA END EA END : =- ENTRY 1'-4' (1) (2) (1) (2) (1) USP LSTA30 41-9- (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (3) (2) (3) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO ** HOLD DOWN CONNECTIONS CREATE A SOLID BASE FOR NOT 1/2"X— PLYWOOD BLOCK WALL ABOVE. WALLS QUIRED BEARING SCRAP MATERIALAL WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR Tom/ REQUIRED CONNECTION LU 0 SFF �Ow N 2 -ROWS 12d NAILS STAGGERED no 12" 0/C EACH FACE OR USP SPT4 SPT24 USP SPT4 SPT24 USP SPT4 -, - ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. Z OVERLAPPING 2X BLOCKING X P.T. LATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P NAILED INTO TRANSOM FRAMING USP S P14 ccJ USP SPT4 .� 10d NAILS @ 6" STAGGERED (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ° X P.T. LATE TRANSOM FRAMING \�\ SEE SECTION AA/S1 AND BB/31 FOR \\\ � NAILED INTO TRANSOM FRAMING USP S P14 ccJ ^w WN o°m n 0000 U la .� 10d NAILS @ 6" STAGGERED (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ° 1 m,c 'cA ADDITIONAL DETAILS �` n, mo f W O o(l) N C6 wALA _m Lo 00 00 •� n o U E -o : =- ENTRY NAILED INTO � RECESS 0 /USP SPT4 SP SPT22 USP SPT4 _ J -BOLTS @ 24" O.C. MAX #50.OBLOCK W/(1) FILLED o LINTEL SEE SECTION AA/S1 AND \� \ r, ui �zw -_�� ft o °' moo� U) zaz- 'zo� m N 0 aoz WooZ c, 5/8"X10" J -BOLTS � 0 Q G�' 2X P.T. PLATE @ 2'-0" O.C. Yawj ®®�i7LIA 2C (3 � Q n N'n N l() 7 q 1 1 z z LU �y� H q x Cp Z �f O w I� l r V_ ti , �p Q USP F' Ocl U ¢� �a� co li O �� o� avow u,�LL� 8w �a �(~ r,OW r" SPT22 LU N RECESS LINTEL FORM CREATES CONCRETE RECESS TO 3 -ROWS 12d NAILS STAGGERED d , • MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" 0/C FOR 2"x10" OR 4 72X8r.T. BOTTOM P ATE C FOR WATER SHED. 2x CRIPPLES @ � 16" O.C. W/ (2) 12d GREATER HEADER p KEEP STIFFENER BACK FROM SIDES ENOUGH TOENAILS T/B 5/8"x10" "J" BOLT 24" O.C. MAX. B TO ALLOW SPACE FOR FLAT MASONS TOOLS C @ USP (MIN. (2) PER BOTTOM PLATE) q Us C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY I (2) 2x HEADER SEE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 10d NAILS S4 INTERIOR HEADER FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN @ 8 K/S4 IN POSITION GARAGE ENTRY FORM DETAIL 0/C TYP. BOX HEADER 12d TOENAILS, TE W/ (2) ONLY EXTERIOR HEADERS SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x IN PLACE CONCRETE CRIPPLE STUD (1) TOENAILS. OPENING GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL (U.N.O.) LARGER THAN 4 ft (2) 2x TROWEL FINISH SEE SILL PLATE W/ MP3 CLIPS GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY �� 2x STUDS TYP. GARAGE FLOOR f TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S ;. GARAGE DOOR ** HOLD DOWN CONNECTIONS Op OOR NOT REQUIRED @ BEARING " FN/iyG, WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. 4 4 ° a ° 4. a • ' "• ' P.T. BOT. PLATE SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS W NG WALL HEADER DETAIL Q P SPT4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 TRANSOM FRAMING = ° BEYOND. LPLYWOOD U E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 0/C BOUNDARIES 6" O/C EDGES g & 8" O/C FIELD —PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J -BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM SPT24 � USP S P14 ccJ ^w WN o°m n 0000 U la ° 1 m,c 'cA 4 E � n, mo f W O o(l) N C6 wALA _m Lo 00 00 •� n o U E -o \\ \ NAILED INTO 0 \\ �\ TRANSOM FRAMING \\�\� _ TRANSOM FRAMING o 0 SEE SECTION AA/S1 AND \� \ r, ui �zw -_�� ft o °' moo� U) zaz- 'zo� m N 0 aoz WooZ c, BB/S1 FOR ADDITIONAL \\\ DETAILS � 0 Q G�' o o w¢�o Mii�� a cr��wO Yawj ®®�i7LIA 2C (3 � Q n N'n N l() 7 q 1 1 z z LU �y� H q x Cp Z �f O w I� l r V_ ti , �p Q USP F' Ocl U ¢� �a� co li O �� o� avow u,�LL� 8w �a �(~ r,OW r" SPT22 LU N RECESS LINTEL USP SPT4 U SP PLATE) •. ALTERNATE: S SP 5/8" DIA. ATR EPDXIED a ° 4 MIN. 6" INTO BOND BEAM ° 2X8 P.T. BOTTOM nD PLATE Z V DRA I FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. S4 SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) � ccJ ^w WN o°m n 0000 U la ° 1 m,c 'cA 4 E � n, mo f W O o(l) N C6 wALA _m Lo 00 00 •� n o U E -o 0 0 _ D o 0 zw a U p Z r, ui �zw -_�� ft o °' moo� U) zaz- 'zo� m N 0 aoz WooZ c, o U w U ` U v � 0 Q G�' o o w¢�o Mii�� a cr��wO Yawj ®®�i7LIA 2C (3 � Q n N'n N l() 7 q 1 ti z z LU �y� H q x Cp Z �f O w I� l r V_ ti , �p Q �) LU-.! ® F' Ocl U ¢� �a� co li O �� o� avow u,�LL� 8w �a �(~ r,OW r" w LU LU N 0 PLATE) m i n ALTERNATE: (n N 0 M 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM O I- O 0� W cy- v - Q = J @ 24" O.C. DRA I FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. S4 SCALE: N.T.S. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) � ccJ ^w WN o°m n 0000 U la ° 1 m,c 'cA 4 E � n, mo f W O o(l) N C6 wALA _m Lo 00 00 •� n o U E -o 0 0 _ D o 0 zw a U p Z r, ui �zw -_�� ft o °' moo� U) zaz- 'zo� m N 0 aoz WooZ c, o U w U ` U v � 0 Q G�' o o w¢�o Mii�� a cr��wO Yawj ®®�i7LIA 2C (3 � Q n N'n N l() 7 q 1 ti z z LU �y� H q x Cp Z �f O w I� l r V_ ti , �p Q �) LU-.! ® F' Ocl U ¢� �a� co li O �� o� avow u,�LL� 8w �a �(~ r,OW r" w LU LU N ® 0 0 m i n (n N 0 M )_�d- C O I- O 0� W cy- v - Q = J Z V LU J N �0� LU w 2 w � F -E LvL)lao 0zrQaU z¢¢UEQ Q ���Z. z � a U U-) Oz0Swo CL 0U-1 O W 6 Q I Lli cy) W boa F- j ko U000o � oz oW W U 00 'az (-Qq - 0 �LuU a 2o�Z .J 1 oa LU Q a w L 8. ® O N x z __"2Lz,a N CL aa� U a LL ,®I z 0 H SCALE : AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 2mO2 JOB NO: 00-0722 SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL 2x4 "T" BLOCKING NAILING SCHEDULE FOR NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS 2x4 BLOCKING S''HEATHING DETAIL @ 24 OUTLOOKER — SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS @ 24" O.C. NAILING SCHEDULE FOR SCHEDULE FOR TOP CORD USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" @ 48 Q.C. 16d NAIL SHEATHING DETAIL 2„x4„ O.C. (OPTIONAL - SEE BLOCKING FO�Rx\l\EA. OUTLOOKER FIRST FOUR OUTLOOKER 2x4 OUTLOOKER AT BRACE ROWS OF 45' 24" MAX. @ 24" O.C. ELEVATIONS) SEE STRUCTURAL B6dCNALS W/ (2) @ 24" 0/C ATTACHED W/ @ USP RT16 OR TOP CORD BLOCKINGB45'± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP UTL OR EQUAL @ NOTES AND NAILING -- TOP CORD 4 10d NAILS @ 4" TRUSSESO.C. TYPICAL EDGES OF 2x4 CRO BRACE EQUAL @ EA. FOR FIRST FOUR,�' I FASTENED W/ (2) 10d FOR FIRST FOUR ROWS 4" MAX, EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR 3"@ 24" O/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS GABLE TRUSS WEB SHEATHING APPROX. 8" FROM OUTLOOKER EROWS OF DGES OF @ TYPICAL RIDGE FASTENED AT HEIGHT • OF SHEATHING TYPICAL DOUBLE TOP PLATE EQUAL @ EA. OF TRUSSES @ DOUBLE "L" BRACING DETAIL L BRACE TO EXTEND .2'x4 CROSS BRACE OUTLOOKER EDGES OF EACH JOINT W/(3) 10d ° SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. 24" MAX. 5 APPROX. 8" FROM SCALE: N.T.S, S5 & (2)10d TOE NAILS @ AT LEAST 90% OF WEB � EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT I SHEATHING TYP. LENGTH (SEE TABLE) RIDGE FASTENED AT EA. END I 2x4 CROSS BRACEWEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ 2) I L" BRACE TO EXTEND 2x6 P.T. GABLE TRUSS APPROX. 8 FROMBOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END ( AT LEAST 90% OF WEB 2x4 "T" BLOCKING TRUSS VERT. WEB � � 10d & (2) 10d TOE LENGTH (SEE TABLE) 2x4 BLOCKING @ -� SILL 1/2" CDX PLYWOOD OR RIDGE FASTENED ATI TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SPACED @ 48" O/C MAX. �. I EACH JOINT W/ 2 10d�� USP RT3A WITH 8-8d GABLE TRUSS 48" O.C. �'- 7/16' OSB SHEATHING () WALL SECTION FOR SPACING ATTACHED W/ 10d & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR "L" BRACE ATTACHED 16d NAIL NAILS @ 6" O.C. EDGES EA. END Y BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE 7/16" OSB SHEATHING W/ 10d NAILS @ 4" O.C. AND 12" O.C. FIELD GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF I ATTACHED W/ 10d NAILS TYPICAL 10dX3" @ 3" 0/C 2"x4" PANEL BLOCKING @ 48" O.C. FOR THAB 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. `a @ 6" O.C. EDGES AND 12" THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP-- __ AND 12 O.C. FIELD END TYP. TOP & O.C. FIELD INTO 2"x6" P.T. PLATE CORD ATTACHED W/ (2) 16-d TOENAILS7/16 OSB SHEATHING 2 16d NAILS BOTTOM ATTACHEp (2) 16d NAILS GABLE TRUSS WEB ATTACHED W/ 10d NAILS () — ` ` --2x4 "T" ON TOP OF PANEL SINGLE "L" BRACING DETAILr6 W/ (2) 16 d TOENAILS 2x4 'T" ON TOP OF PANEL BLOCKING, 2"x4" LEDGER (MATCH BOTTOM CHORD6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING BLOCKING FASTEN WITH WEEP SCREED @ O.C. FOR THE FIRST 4 ROWS FASTEN WITH 10dx3" @ 4" 0/C SLOPE OF ADJACENT SCISSOR TRUSS)O.C. FIELD O 10dx3" @ 4" 0/C SCALE: N.T.S. S5 INSTALLED PER MANUF. 2x4 "T ON TOP OF PANEL 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END DIAPHRAGM MOISTURE BARRIER „ , TYP. TOP & BOTTOM ATTACHED BLOCKING FASTEN WITH BLOCKING @ 5/8 x 10' J' BOLT @ 48' O.C. — USP HGA10 @ 36" WEEP SCREED W/ (2) 16-d TOENAILS 10dx3" @ 4" 0/C - 0 C BL CKI 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAPINSTALLED PER MANUF. (MATCH BOTTOM DBL. TOP _ _ _ GABLE TRUSS MOISTURE BARRIER 2x4 LEDGER STUD WALL VERT. WEB (24" O/C MAX.) 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT PLATE (SEE TYP. SEC.) - - - - TRUSS VERTICAL W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. USP SPT24 @EACH STUD /- (2) 2"x8" "L" BRACE J - SECTION O N 3 SECTION 4 FASTENED WITH (3) STRAP MISSED VERTICAL SECTION � 2 SECTION 16d PER SIDE WEB; USE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. 55 S5 SCISSOR GABLE T BRACE 7 MSTAM36 ON OUTSIDE SCALE: N.T.S. „ „ AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX 8d @ 6"O/C 2x 4 BLOCKING W/ 2 10d "X" BRACE SEE DET. J/S5 - CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ARCHITECTURAL FINISH REFER TO SECTION 1A ON SHEET S5.1 FOR / X -BRACING, AND TOP riN M _00 ICV M 00 WOOD TRUSSES () TOE NAILS EACH END @ @ 124" O/C (TYP) EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 55 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 AS PER BCS] 1-03 SCALE: N.T.S. S5 r -n Q o — USP HGAM10 W/ (4)\ / CHORD BLOCKING / C° 6" OVERLAP C`i a TRUSS 0 1/4"x1-3/4" WEDGE INFORMATION / d - cc w -L Ir O U WOOD TRUSSES o LI BOLTS & (4) SDS 1/4" j \/ WOOD TRUSSES GO 00 00 Zaz- 0o LL o o ,--• G x 1 1/2" SCREWS �I V'y W Q N te 1116" n k 07 o �`7� Q LL �0. Z W a cm 0 w �. w xLLw� Lo p °,-o �� Ln a uj0- N o Fr X000 W Zd W (, 1Y 4 0 " z In W m A c� v ?Q 10dx3" 0/C 2"x4" �o6 ��� u- lu ¢ v>JiQ � Q a -0� W / \ 2x4 RAT RUN BRACING w rn U U o 0 4 TOENAIL -]6" 0/C AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 w J T-1 co n o w cl0 w JOINT RUNNER W/ (2) 16d TYPICAL Z W .4-• VZ ko - -- -- TRUSS SPANS (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF BRACING W/3 @ ( T Z � V L.LI ATTACHED W/ 2- 16d OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS EACH CONN.(3O/C 24 AT EA. TRUSS JOINT (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL USP HGAM10 W/(4) -3/16"x1-3/4" Lu Lu Z LLJ � n 0 2x4 BLOCKING @ 24" NOTES: WEDGE BOLTS & (4) SDS 1/4" x 1 MOISTURE BARRIER Q O/C W/ 2 -16d 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4 -PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL 1/2" SCREWS BOND BEAM TOENAILS @ EA. END OF THE COLUMN (SPACE AS SHOWN FOR 3 -PLY) CL z�z � � 8 a U MASONRY WALL 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5 -PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS h a O z 0 MASONRY WALL ARCHITECTURAL FINISH OF THE LAST LAMINATION SHOWN FOR 3 -PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZTOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 55 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 AS PER BCS] 1-03 SCALE: N.T.S. S5 r -n Q o 0 c1 PRE-ENGINEERED 6" OVERLAP C`i a TRUSS 0 0 d (SEE PLAN FOR cc w -L Ir O U WOOD TRUSSES o LI Z Lu Z �Z� 0 0-� O J (nom c) C) w C`1 Zaz- 0o LL o o ,--• G ti `r ^�a� �I V'y W Q N te 1116" n k 07 o �`7� Q LL �0. Z W a cm 0 w �. w xLLw� Lo p °,-o �� Ln a uj0- N o Fr X000 W Zd W (, 1Y 4 0 " z In W m A c� v ?Q 10dx3" 0/C 2"x4" �o6 ��� u- lu ¢ v>JiQ � Q a -0� W Lll woo �LuNd w rn U U o 0 4 TOENAIL -]6" 0/C w J T-1 co n cl0 w ARCHITECTURAL FINISH OF THE LAST LAMINATION SHOWN FOR 3 -PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF ARCHITECTURAL FINISH NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZTOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CONN. NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" 55 ADDITIONAL INFORMATION. SCALE: N.T.S. 55 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. S5 AS PER BCS] 1-03 SCALE: N.T.S. S5 r -n Q o 0 CROSS BRACING PRE-ENGINEERED 6" OVERLAP C`i a TRUSS 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 2"4" (U.N.O.) "L" BRACE "L" BRACE � MINIMUM 2x USP RT -16 T-0" - 6'-0" 6'-0" & GREATER OVERLAP TRUSS BRACING (,) 1W _j .� U- ^` (� rxr,,70N m W 0` aN i - r -n Q o u) L-� 00 00C CROSS BRACING PRE-ENGINEERED 6" OVERLAP C`i a AT LEAST TWO TRUSS SPACES 0 0 (SEE PLAN FOR cc w -L Ir O U WOOD TRUSSES o LI Z Lu Z �Z� w �a o 0-� O J (nom c) C) w C`1 Zaz- 0o LL aoZ n �O W`o - N LOCATIONS) ti `r ^�a� �I V'y W Q N te 1116" n k 07 o �`7� Q LL �0. Z W a cm 0 U xLLw� Lo p °,-o �� Ln a uj0- N o Fr X000 W Zd W (, 1Y 4 0 " z In W v� O ?Q 10dx3" 0/C 2"x4" �o6 ��� u- lu ¢ v>JiQ � Q a -0� W Lll woo �LuNd w rn U U o 0 (2) 16d PER TOENAIL -]6" 0/C J T-1 co n cl0 JOINT RUNNER W/ (2) 16d TYPICAL Z W .4-• VZ ko 0 �2zc� UJ 0� 'O Q = J NAILS 12" MAX. Z � V L.LI aN -a CV "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 2"4" (U.N.O.) "L" BRACE "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING 12 6.9 MAX. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 -4L MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: ° _ __ ALTERNATE NON -DROP 1) L BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. CROSS BRACING DETAIL J GABLE END DETAIL TRUSS BRACING OVERLAP DETAIL M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. COSMETIC DROP CEILING FRAMING SCALE: N.T.S. SCALE: N.TSCALE: N.T.S.S• 3) SEE 6/S5 FOR MORE INFO. SCISSOR TRUSS 55 55 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION S5 S5 "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 69 M 6.9 MAX. "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE 5 35 AND LOCATION) S5 GABLE TRUSS 6 6 r S5 WH Fff 73F F-1 35 DOUBLE TOP PLATE 6.9 MAX. - 2X4LEDGER USP LSTA 18 „ STUDS @ 16 CONT. BEARING CONT. BEARING O.C. —I DBL. TOP PLATE USP HGA10 (TYP.) STUDS@16"O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL@EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION END JACK �4 11'-0" MAX. (,) 1W _j .� U- ^` (� rxr,,70N m W 0` aN i - r -n Q o u) L-� 00 00C o C N C`i a �9 CORNER JACK Y Q 0 0 O cc w -L Ir O U o o LI Z Lu Z �Z� w �a o 0-� O J (nom c) C) w C`1 Zaz- 0o LL aoZ n �O W`o - N ' .U - Z CZtom+' - z' a ti `r ^�a� �I V'y W Q N te 1116" n k 07 o �`7� Q LL �0. Z W a cm 0 U 35 DOUBLE TOP PLATE 6.9 MAX. - 2X4LEDGER USP LSTA 18 „ STUDS @ 16 CONT. BEARING CONT. BEARING O.C. —I DBL. TOP PLATE USP HGA10 (TYP.) STUDS@16"O.C. USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL@EACH STUD GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION �4 CV'U o �, a qe pj- (,) 1W _j .� U- ^` (� rxr,,70N m W 0` aN i - r -n Q o u) L-� 00 00C o C N 0 0 O o o LI Z Lu Z �Z� w �a o 0-� O J (nom c) C) w C`1 Zaz- 0o LL aoZ n �O W`o - N ' .U - Z CZtom+' - z' a ti `r ^�a� �I V'y W Q N te 1116" n k 07 o �`7� Q LL �0. Z W a cm 0 U xLLw� Lo p °,-o �� Ln a uj0- N o Fr X000 W Zd W (, 1Y 4 0 " z In W v� O ?Q �o6 ��� u- lu ¢ v>JiQ � Q a -0� W Lll woo �LuNd w rn U U o 0 J T-1 co n cl0 00 Q = LL d' Z W .4-• VZ ko 0 �2zc� UJ 0� 'O Q = J Z � V L.LI aN -a CV CoeZ Lu Lu Z LLJ � n 0 r_o�LL, oo oz> z¢c� Q zraa L¢ =���`z'~z �ZoCd. �� CL z�z � � 8 a U W h a O z 0 L z w k, J r CD Ln T--1 W 6 Q� i Lf7 W <� ®m2 �o W z J /' /', w� to w d z 80 ~O w U ® Q 6 2 E j Z O n 1 w w o z a ON�xoZ< oE�z N ® J ¢ a w a LLLL Lij ® H a SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION N0. 2.02 )OB NO: 00-0722 SHEET NO. J5 � � PROPER INSTALLATION ♦ ,♦ MAX. 8" ♦, DO NOT DO THIS 2"x BOT. PLATE W/ (2) @ O.C.. 0 101) 000 CL cn o m C W 1/2" DRYWALL A ` c22 cuM N 1X4 1/2" DRYWALLDOOR DOOR JAMB JAMB (REFER 1 X 4 1/2" DRYWALL 1 X 4 DOOR JAMB (REFER1p TO SHT. SDW2-K1 ro +� ♦ #5 REBAR (TYP,) �, ,♦ E PLYWOOD DECKING GLUED G 0 o -D (REFER P T TO SHT. SbW2-K1 � (TYP) #5 REBAR TYP, AND NAILED W/ $d COMMON AN — 0 0 _ f=0— 0 o=� Z H' ? UZIQ TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 ?o- ♦ ♦ ♦ 6' O.C. EDGES AND 12 O.C. FIELD 0 Fq� 00cz 0C) a It R.It w Q% ATTACHED WALL SHEATHING TO w� N snNo� ��W�� M❑ou a0 1 X 4 W Z U Lu Cil 2 1 O tco ,� FS a0 H W�oLL � � 2vv m� s� OUpq co1 w 1 X 4 FURRIN 3/16"0 X 3" LONG FURRING FURRING 3/16"0 X 3-112" LONG ♦ ♦ ♦� 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 STAGGERED 3-1/4" LONG X 3/16"0 TAPCON. INTO TAPCONS STAGGERED TAPCONSSTAGGER �; STD. 90° HOOK (TYP.)ROWS J M tD pco = U_ Z LU QZ Ln BLOCK@ SPACING 16" O.C. 2 -ROWS P.T. STAGGEI Nb @ 16 O.. � � d4- a=J STD. 90^HOOK (TYP.)1X8 FILL SOLID z�� LU --� N „ PER MANUFACTURE 1 DETAIL INTO MASONRY THROUGH 1x4 P.T. & 1x81 _1 /2„ DETAIL 2 -ROWS INTO MASONRYTHROUGH, 3" DETAIL BOTH CELLS 2x BAND JOIST W/ FACE NAIL 10d A TOP I BTTM CHORD, " LL, 'a 2z: P.T. 1x8 P.T. & 2x8 P.T. METAL SEAT PLATE AND (8) FACE NAILS 10d @ NOTE: LAP SHEATHING TO TRUSS VERT. WEB BOTTOM OF BAND 1X4 P.T. JAMB Q 3/16" x 3 -1/2" DOOR (REFER 1/2" DRYWALL 1 X 4 W~z JOIST TYPICAL u 0Q DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR ® \ I ♦ L TO SHT. SDW2-K1 CONN. DETAILS----- FOR FOR CONN. DETAILS 10d @ 12" O.0-�1X4 O I ♦ r rT\_FURRING NOTCH @FIRST COURSE UoP HGAM10 @ 12" O.C. w/4 -SDS 1/4x1 1/2" INTO BAND JOIST & (4) 3/16"x1-3/4" 2X8 P.T. WITH 3116"0 X 3" ♦®SCREWS W I-� LONG TAPCONS ,� L WEDGE BOLTS INTO K.O. BLOCK 2X8 P.T. STAGGERED @ 16" O.C. NOTCH WEB AT THE FIRST 2 COURSES I Ln 2 1/4" DETAIL 2 -ROWS INTO MASONRY 3-1/4" DETAIL ±5 WLu 11'00 cece LLQ00Lo� FILLED CELL PER FOUNDATION PLAN BUILDOUT a@ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC 41- FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS F(D 8Q SCALE: N.T.S. SS SEE TYP. 2 -STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION �0o�o¢ '-^ M W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN, A -A LLI ® EMBEDMENT INTO BILK.) 11//4" MAX o o 0 0 O �}.. V , n a VX�� oz� 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS U-- BLOCK HEADER ARCH BLKG. & BUCK U - UPLIFT CAPACITY = 945 # FOR 1 STRAP =1890 # FOR 2 STRAPS 1/2" DRYWALL 0 z 8d NAILS AT 8" O.C. AT BUCK H 1 -PLY PRE-ENGINEERED TRUSS 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE SCALE AS NOTED BRACE(S) �- 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 102 _.,:.;., ;,. ;r .,.; ;.:.;;.;,,;;;r USP RT16M W/ (8) NA11 NAILS & (6)' x 2' TAPCONS 7/16" OSB TO BE INSTALLED SS > :.:: r•, , •:,.: ;< (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR —� POLY -CELL IN THIS AREA �2 x 8 45 DIAGONAL BRACE AT EA. '" `'` ' '^ "''``'''` (4) 4' X 1 a' WEDGE BOLTS [ (1) STRAP - 1225 # , (2) STRAPS 2450#]) . • - SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS 2 X 4 #2 SYP SCAB TO SIDE OF ;' :: ••' : •' '~. ::: BACKSIDE TO FIT ARCH 1 (4) 10d NAILS INTO 2 x 8 - AT EA. END TRUSS AS SHOWN FOR O.H. UP TO 2'-6" CONNECT W/ 8d NAILS BRACE/ BLKG.:'. * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'4" INSTALL WDW. SCREW ANCHOR ­x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INTO PROVIDE TAPCON WITHIN O.H. (2) 10d NAILS @ 8" O.C. `r INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 4" MIN. OF BRACE 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TO TRUSS TOP CHORD BOND BEAM OR CAST 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED) W/ (3) #6 X 4'/i' WOOD I / �xO�FRygN� IN PLACE BEAM START OF RC C SCREWS @ 6 WALL USE 3)1/4" X 3 11' O MASONRY TAPCONSR IF 16" PLYWOOD SHEATHING RETROFIT TRUSS DETAIL 4' MAX. RAD �FN ARCH DETAIL J O.C. 12 + + N.T.S. SCALE: N.T.S.SS JACK TRUSS PROVIDED BY SEE F + TRUSS COMPANY OR PLAN } + 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED + + + BLOCKING AS + REQUIRED 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B PER NAILING SCHEDULE ALL TO SUPPORT -B EMBEDMENT INTO K.) TRUSS SOFFIT Is + 1/4" MAX (5) -12d NAILS + BLOCK HEADER 2 SOLID BLKG. AT TOP BTWN. ARCH 2X6 TO 2X4 USP RT3A 2X4 SYP ®° FILL 1st A COURSES BLKG. & BUCK EACH TRUSS SOLID W/GROUT 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2x CONNECTOR PROVIDE 2 x 8 DIAL. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) 12d NAILS SEE LINTEL VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE JACK TRUSS PROVIDED BY SCHED. BRACE EXCEEDS 24' BUCK 1 WITHIN 4" () TRUSS COMPANY OR 2x4 LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF #2 SYP @ 24" O.C. _ ENTER SO IT FOR OVERHANGS BETWEEN OVER 1 1/2" 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH IZ CONTACT ENGINEER OF RECORD FOR 4'-0" MAX SEE PLAN _ TO BE INSTALLED PRECAST LINTEL FURTHER INSTRUCTIONS. BUILT UP PLWD. BUCK - -` -- 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION '' •'. •a SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD FOR OVER HANG OVERHANG -� •` .: TO FIT ARCH CONNECT W/ .� SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4' 0") 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" r ` • 4' MAX. RAD, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 8 O.C. '"• RETROFIT WALL OVERHANG DETAIL NTS ANCHOR INTO ARCH BLKG. x rK SECTION @ ENTRY L SECTION @ROOF EXTENSION M FOR OVERHANGS BEiWEEN3/8"Toii/2" PER INSTALLATION DETAILS ARCH DETAIL _ 13 SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS NOTE: FOR OVERHANGS LESS THAN 3/8" - NO REPAIR REQ'D. SCALE: N.T.S. SS GLASS BLOCK INSTALLATION PERFORMED IN ACCORDANCE WITH FRC / FBC NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS MASONRY WALL. SEE PLAN FOR 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE REINFORCING. PROVIDE LOWER TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL HOOKED DOWEL SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR FLOOR PLAN FOR SET BAR IN EPDXY BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER MORE INFO CAP TO PREVENT LEAKAGE COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 W E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) II W.W.M. AT PERIMETER W/ (18) - 8" NAILS TO STUDS STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WHERE THIS CONDITION (1) #5 BARS CONT. I THREAD ROD EPDXIED W/ Z � EXISTING BOND BEAM SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OCCURS "SET" x, o OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ) EXPANSION STRIP TOP WITH MIN. 3" COVER II 6'-0" F.F. SIMPSON EPDXY MIN. 5" EMBEDMENT & 3" MIN. C — FILL CELL FULL HEIGHT W/ THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ';;. II EDGE DISTANCE o 9 NON SHRINK GROUT. REINFORCING AS FOLLOWS: ' :•s., o r A , -:: ;' SEALANT " PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW.CL PRESS PANEL REINFORCING INTO PLACE. r W ` •'^' 6" MIN, LAP SPLICE W/ ''' `"''`° I ° . X .4-t> -=x = - —.� _ _ _ D o ' I—III—III—III=III=III; I I- —I —T�I I�=�—� v can n ca z #5X6' EMBEDDED INTO ` COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL "''' ''� ::..:- �.: ,.. _ ,-,:.. '' ,..,,......._,,rr. REINFORCING PANEL / • --- EXISTING FOOTING 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. ,;-,.•:,;; y <<.�, ::,:_.;,, :•..,..-�..,... ;; ;- •-:;•`Yy: ;t: ` �-T.:: _ ID D I—I I I—I I I U) F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT +»;`-r; �;, �,., p : ' I—I I I—I I I `V FILLED CELL DRILL 3/4"X6" MIN. HOLE FURROW, MAINTAIN UNIFORM JOINT WIDTH. 611 MIN. LAP ° I—I I I—I 111 SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICEI NOTE: GRADE D, " III=III= .p . D I—F :•:.<.; REMAIN FREE OF MORTAR. I H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT N • I a co z \ SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL DL o 4' SAW CUT TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE _ ;;� WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) *(110 mph FASTEST WIND = 130 mph, 3 SEC. GUST. FRC TABLE R301.2.1.3) \ D * I) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN (110 mph FASTEST WIND =130 mph, 3 SEC. GUST. FBC TABLE 1606.1.6.1) (2) #5 REBAR. MIN. 3" A SECTION GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 16" MIN. COVER EA. WAY EXISTING FOOTING J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SCALE: N.T.S. MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: N.T.S. � � VJ 0 101) 000 CL cn o m C W m vvp)z• r_ in -� LLE (/) A ` c22 cuM N !YI Q N u� Q o ro +� L., • Lo o°Oo C 0 o -D 0 0 - - �I — 0 0 _ f=0— 0 o=� Z H' ? UZIQ w P, ra CL al 17,W>- mho w C: ?o- Wo�oZ ❑on ZU�O CD Q ZMZ = Rmm [[.�2 -F CO2 Cd K 0 Fq� 00cz 0C) a It R.It w Q% W 6 N oWQ ��zo w� N snNo� ��W�� M❑ou a0 QP Lo o-�, w W Z U Lu Cil 2 1 O tco Way Uw�E~ ✓� �a 3 W a m O FS a0 H W�oLL � � 2vv m� s� OUpq co1 w F N Z a 0 Z O > m ,- 4 N N D Jn J M tD pco = U_ Z LU QZ Ln � � d4- a=J z�� LU --� N oz " LL, 'a 2z: uoz<io zzazU2: Q W~z z u 0Q Ov) d U oCD w U�a0z@ L W, J O CD W I-� � O Q I Ln WLu 11'00 cece LLQ00Lo� z se 41- w O Lu 0 wU Mw 00 F(D 8Q U ® �0o�o¢ '-^ M Q w 2: 0 LLI ® o o 0 0 O �}.. V a VX�� oz� a ~ U-- U - 0 z H a SCALE AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEET N0. SS r _\� ____ _ *DIAGONAL SPACED � --� --- --- �---��'�==----- AT 15'-0" O.C. MAX _- ._ _> �f f BLOCKING h _ � f \\ ° L -_ h4_l_ _ ___ ________ __�-___ _ _____::__ - _ CONTINUOUS LATERAL BRACING- -___ NAIL OVER X -BRACE AS SHOWN- ----------------- - ---_ - T INSTALL BLKG. AT TRUSS WEBS I_-.:_�_-' "'==________ U FOR NAILING X -BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB CROSS BRACING DETAIL JYP.)(--1 SCALE: 1/2" = V-0" SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES SECT. A -A A G. T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NA AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=1'-0" W E�,� o N Q ` . Q o0 11 wt` °0 v fn w �. TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS U) CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. �tJ 0 o n. N N W < CJ 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP-1-2002 MAYBE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB Z3 a (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN Q 0 - o 2 x 6 #2 SPF 48" O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO 0 INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOSTPREENGTRUSS W/ (4) 10d TOP & PRE -ENG. wY-'nq a10 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 Q ® �c,�'o � Cd l:4 O a OFF Oa. C^..NwH t U OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d w¢C8� d0 or�w a N 17111 (r) w��x wa® il- ®� � �r� SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d oa U W0 `�C SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH a=te¢ o F - OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER 0 A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE J .--t j m ,-, 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd O 0o LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER -j C) = IL d - SPECIFIED BY TRUSS MAN UF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 2014" at , O.C. MAXIMUM. 2x4 SPF 2 O�Ol1 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD Q = LU NAILS AT EACH TRUSS INTERSECTION. CB--- SCREW EACH TRUSS Z U-) V Ln 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. DB g 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS WZZ E DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) L n 00 o Ora Ov � Q PRE -ENG. TRUSS 2X4 BLOCKING CONT. ROOF SHEATHING AT TRUSS TOP 2X4 DIAGONAL AT 8'-0" O.C. ETWEEN EA. TRUSS CHORD AT ALL HAND FRAMED AREAS TYP. Z� �J C7LO MAX & EACH END ALTERNATE O4 Q DIRECTION TYP. A J DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD Z LUO MAX TRUSS 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN N 4FT @ 2'-0"O.C. MAX. w/ (3) 10d O COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY r -I T & B CHOR STEEL OR WOOD 6 BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 -4 SCALE: 1/2" = V-0" LU l0 WOOD TRUSS �oa A PROVIDE BLOCKING AT ALL TRUSS BEARING O a Z �p w D O � TYP. WOOD TRUSS BLOCKING DETAILSUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT w SCALE: 1/2"=V-0" oa oZz —jU Y M� �/ 0 LU w p Z O p aaJa�� QU Notice to Builder & All Subcontractors ® �--i `�' [�] w a OQ2 It is the intent of Designer/Engineer listed in the titleblock of these documents J ® w w O w z Q n that these documents be accurate, providing Licensed Professionals clear ® O 0 LL information. Every attempt has been made to prevent error. The Builder and � ® I Y LU Q all subcontractors are required to review all the information contained in these ® ILL Q documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, ornissions,or misinterpretations undetected W and not reported to the Designer / Engineer prior to construction. All construction O V MUST be in accordance to the Information found in these documents. J v / Any questions regarding the information found in these plans should be directed AS NOTED PLOT DATE : 06/25/2009 VERSION NO. to our Quality Assurance Manager at 407.880.2333 immediately. No backcharges JOB NO: 00-0722 SHEEP NO. D1 will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. W E�,� o N Q ` . Q o0 11 wt` °0 v fn w �. VJ ® U) � Mi �tJ 0 o n. N N W < CJ .� Z3 a Q 0 - o o 0 FF Z�a rn W ° rn P, wY-'nq a10 wo�z�� on a Q Q ® �c,�'o � Cd l:4 O a OFF Oa. C^..NwH t U w��LUD Zp w¢C8� d0 or�w a N 17111 (r) w��x wa® il- ®� � �r� J07F- `p Q� �Z`' ��1 mV oa U W0 `�C a W�go a U U a=te¢ o F - 0 J .--t j m ,-, 0 rIN Lq N N O 0o -j C) = IL d - O Z ko at , O�Ol1 0�wcd' Q = LU Z U-) V Ln W � a' N Ceoz LL WZZ E L n 00 o Ora Ov � Q sLr,wF Z Z� �J C7LO O4 Q J Ua0z@ Z LUO N O Ln r -I W 6 LU l0 �oa O a Z �p w D O � 6.L rp,Z0 w W oa oZz —jU Y M� �/ 0 LU w p Z O p aaJa�� QU LU U ® �--i `�' [�] w a OQ2 J ® w w O w z Q n ® ® O 0 LL � ® I Y LU Q ® ILL Q W O V F®1 J v / SCALE : AS NOTED PLOT DATE : 06/25/2009 VERSION NO. 102 JOB NO: 00-0722 SHEEP NO. D1 MECHANICALLY FASTEN AS FOLD UP WEATHER NECESSARY IN CORNERS THROUGH RESISTIVE BARRIER & WEATHER RESISTIVE SELF -ADHERED FLASHING - �� - _ TEMPORARILY SECURE :�>::::.,� BARRIER WINDOW UNIT FLASHING REQUIREMENTS WEATHER l jll ' DOOR ROUGH OPENING �� THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING RESISrrIVE111 SLOPE METHODS TO BE USED. BARRIER 0.3 in : 12.o in R613.8 Flashing, Sealants and Weatherstripping. Exterior walls shall provide the building with a WOOD FRAME CONSTR. p g TAPE yAX SHEATHING SELF -ADHERED FLASHING / 3/4"-1" BEAD OF CONSTR. (0.6 cm: 30.5 Cm) r4 weather -resistant exterior wall envelope. The exterior wall envelope shall include flashing as described in �g" s Y LAPPING OWN ADHESIVE TO BE APPLIED UNDER i OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING SELF -ADHERED FLASHING Section R703,8, The exterior wall envelope shall be designed and constructed in such a manner as to WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND trill ~~�. �3xx�s-1� PRODUCTS DETAIL Y Y P g 2 Un 3 OR EQUAL WEATHER PROOF CAULKING EXTERIOR prevent the accumulation of water within the wall assembly b providing a water -resistive barrier behind the ' f ' ►� "� c? � Ef 3 - CEMT• FIN• exterior veneer as required by Section R703,2. All exterior finishes shall be applied in accordance with the WEATHER \ x to - SELF -ADHERED FLASHING --_ BUILDING PAPER manufacturer's specifications or installation instructions. v /� TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND 2 RESISITIVE \� �R df At a R, BARRIER SEAL TOPS OF JOISTS '�~ ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 UNDER DECKING WIRE LATH .. J • i t 'f E SELF -ADHERED FLASHING (SEE DETAIL WP07) „ �� .: suBFLooR '---_ •� ••••�':••,'� •' :�.:...�• ; • .... .... .... . • : •: R703.2 Weather -resistant sheathing paper. Asphalt saturated felt free from holes and breaks, weighing not less i than 14 pounds per 100 square feet (0,683 kg/m2) and complying with ASTM D 226 or other approved ag. b xw x F HEAD FLASHING TIE-IN INSTRUXTIONS: t ' weather -resistant material shall be applied over studs or sheathing of all exterior walls as required by Table 1. Cut, fold up &temporarily secure weather resistive barrier above header RIM JOIST Detail Instructions 2. Self -adhered Flashing plus head flashing under weather resistive barrier R703,4, Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer to allow for flashing installation Refer to the number marked as # in each tail at corresponds to the numbered items in the list not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). 3. Fold weather resistive barrier back over head flashing and seal with tape of instructions below: R703,8 Flashing. Approved corrosion -resistive flashing shall be provided in the exterior wall envelope in such a 2 2 1. Install self -adhered flashing in order as shown by numbers manner as to prevent entry of water into the wall cavity or penetration of water to the building structural 2. Install flashing and weather resistive barrier to form water shedding laps framing components. The flashing small extend to the surface of the exterior wall finish and shall be installed SELF -ADHERED FLASHING Scale: NTS 3. Self -adhered flashing can be substituted for building paper to prevent water from reentering the exterior wall envelope, Approved corrosion -resistant flashings shall be FLANGED WINDOW \ /� / P 0 SELF -ADHERED FLASHING ` A , O r� SELF -ADHERED FLASHING ` ,� , 0 4. Split the release paper using the ripcord (Split release on demand, embedded in the installed at, but not limited to, all of the following locations: FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER WPM EXTERIOR DOOR WITH DECK - SECTION A V V L CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER VV adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate 1. Flashing for windows and doors shall be in accordance with Section 613,8. using a square piece of flashing material (6" x 6" Minimum) r:xrERlortsnennllNc RUBBERIZED RUBBERIZED ASPHALT 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with EXTERIOR SHEATHING 3/4"-'I" BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE 6. Fold as shown by arrows yADHESIVE TO BE APPLIED UNDER projecting lips on both sides under stucco copings. FLASHING JAMB & HEAD ADHESIVE 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner THRESHOLD OF DOOR AND RETURN FLASHING, SEE SELF -ADHERED FLASHING' 3. Under and at the ends of masonry, wooInd or metal copings and sills. UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW:. 8. Mechanically fasten as necessary p g OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) 4, Continuously above all projecting wood trim. REFER TO TECHNICAL' LETTER ON CHEMICAL COMPATIBILITY ,;' .: :azz SCORED 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame RELEASE PAPER construction, SELF -ADHERED FLASHING SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE 6, At wall and roof Intersections. EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROMADHESIVEASSHOWN) 7. At built-in gutters. _ BOTTOM OF THRESHOLD MECHANICALLY FASTEN AS R703.14 Drained assembly wall over mass assembly wall. Where wood frame or other types of drained wall SECTION -A (SEE DETAIL WP02) -� NECESSARY IN CORNERS THROUGH assemblies are constructed above mass wall assemblies fl ashmg or other approved drainage system shall SELF -ADHERED FLASHING SELF -ADHERED FLASHING be installed as required by R703.8. 2 SELF -ADHERED FLASHING`. 5 NAILING FLANGE 0 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 SELF -ADHERED FLASHING W P 04 SELF -ADHERED FLASHING �/�/ P 0 5 SELF -ADHERED FLASHING ` A V, P 0 HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER V 7/8" Cement Plaster DECK PROTECTOR ' in accordance with - LF -ADHERED FLASHING ASTMC926 SHEATHING ;, (t 7/8" Cement Plaster _ �� Felt backed metal in accordance with lathe in accordance l`l--� �with ASTM C1063 sM' J r ASTMC926 Building Paper SELF -ADHERED FLASHING Felt ace mea , SELF -ADHERED FLASHING PATCH lathe in accordance .,` ;� 7/16" O.S.B. DECK PROTECTOR with ASTMC1063sheathing Building Paper �.W ........ - -Keep top edge of weep screed i -_---7/16" O.S.B. \� 2" below top of DOUBLE ',',•',r - sheathing block SINGLE JOIST "tom ,' JOIST ,.., ' >M.s SELF -ADHERED FLASHING Metal VUlcum SELF -ADHERED FLASHINGYt} 1 Flashing F:. cauk bottom 2 3 1/2" joint only 3" MIN Unperforated Metal Flashing 4�- Flange 7/8° 3-1/2" Unperforated e 7/8 Flan" Wee Screed O2 5 '� Weep Screed g p `-� Maintain \ 1/2" Cementitious SELF -ADHERED FLASHING SELF -ADHERED FLASHING Bottom of Decorative Finish OUTSIDE CORNER NOT USED Weep ScreedDECK JOIST npO VpOO wPO9 1 1/2" to 2" g, Above Roof , 0,� Qy•� _ -- - All inside and Sheathing ?'�'' �9�0,o e outside corner will o,U / need to be miter cut and caulked all ap��� �, g• butt joints need to EXTERIOR c, WINDOW UNIT �obecaulked using �� Vulcum caulk for all CEMT. FIN. Cement Plaster - BUILDING PAPER SLOPE in accordance SLOPE with ASTMC926 SLOPE 0.3 in : 12.0 in 0.3 in : 12.0 in over wood 2nd 0.3 in : 12.0 in (0.6 cm: 30.5 cm) (0.6 cm: 30.5 cm) (0.6 cm . 30.5 cm) floor SELF -ADHERED FLASHING WIRE LATH --_ SELF -ADHERED FLASHING ~~---- - -- EXTERIOR CEMT. FIN. WIRE LATH BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING BUILDING PAPER _ - - BUILDING PAPER Cement Plaster over block 1 st floor WINDOW UNIT EXTERIOR CEMT. FIN. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear 2 2 information. Every attempt has been made to prevent error. The Builder and Note: all subcontractors are required to review all the information contained in these O documents, prior to the commencement of any work. The Designer/Engineer are 3 3 The building paper and metal lath must be not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction WEEP SCREED DETAIL MUST be in accordance to the information found in these documents. SELF -ADHERED FLASHING \ /� / [] O SELF -ADHERED FLASHING ` A ' SELF -ADHERED FLASHING ` ,� , P installed over the top of the weep screed, Any questions regarding the information found in these plans should be directed ,/ V j� V V VV SCALE: NOT TO SCALE to our Quality Assurance Manager at 407.880.2333 immediately, No backcharges CEMT. FINISH DOW HEAD CEMT. FINISH WINDOW SILL CEMT. FINISH PARAPET WALL will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made In accordance to the terms of the agreement. vi Q) LU 0 0 Z_ ILCe � W W U d" 00 0 U, 0 r-� 0 Il, L C:)®.. ® � Cr ®L- W Z 0 g SCALE Aq IVf1TPr) 06/25/2009 VLKSIUN NO. 102 JOB NO: 00-0722