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6476 Paden Wheel St
S3CNVN1080 a�'!'iIF? ANef3Z �®1V.I3 3H1 ONV 3CU) ")1d1O3131VNOIIVN JNI11V/ 28d H-LIM X -idlNOO 11V S x210M -nV �JAHd3Z -10 A11C) L b 3-.b+0 &uIA38 ABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius RefrigeratorReq'd. Abv. Above F.PI. Fireplace Required A/C Air -Conditioner Ft. Foot /Feet Rm. Room Adj. Adjustable Fig. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handler Unit Galy. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves 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 Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typical Dec. Decorative Max Maximum U C L Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Ve Dist. Distance M.L. Microlam VTR Venntt 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 Wd Wood Elec. Electrical Pc. Piece WP 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 Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 08/28/09 13.18 BASE PLAN UPDATE 11/17/09 13.19 ADD VINYL SIDING 12/01/09 13.20 MODIFY "B" ELEVATION 09/07/10 13.21 REVISE SHOWER PAN DIM 04/07/11 13.22 FIELD WALK CHANGES 08/19/11 14.22 VALUE ENGINEERING REVIEW 03/07/12 15.22 BUILDING CODE UPDATE 04/30/15 15.23 BASE PLAN UPDATE 06/01/15 15.24 ADD STONE ELEV—G 08/11/15 15.25 2015 NEW CODE UPDATE LENN/�R� MODEL 3127 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 1 st FLOOR PLAN 2 2nd FLOOR PLAN 3 EXTERIOR ELEVATIONS - FRONT/REAR 4 EXTERIOR ELEVATIONS - SIDES 5 1 st FLOOR ELECTRICAL PLAN 6 2nd FLOOR ELECTRICAL PLAN 7 ROOF PLAN 8 FOUNDATION PLAN 9 ROOF FRAMING PLAN 10 UPPER ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 I PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 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 DesignedEngineer 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 Office 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. ULO z_a z° z rawillift o.. Z CZ C Q) cn i--J w p O c E U n mM i� E — $ M M T :o th 00 2 ai rL C 0 ¢ Of .��.. 910 B Do I 'ciao N�. ft%SE� � N a(�JJ O ' C C ',` W (OL LL To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z " 1 Oa CD M in O M < M Ln d' Q �LL� Q 0000 Z 0 WJ d- Milli! w im d m �I-Imoo �Z Z < a ZZ;5Z o �! o a � U C cN cg N O apZ® Ln N Ln WZ7s 9 a 0 < 12 z z W O0W�LU Za���z - LLJ 0 LJJ <a < Ur_ W > —I W o M M 0 a� z U Z ..U. " J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525. JOB NO: 17-4136 SHEET NO. C S GRASPABLE RAILING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 1X4;U bYN. F'.1. 1 NKU51 t3LUILA W/(2)- 1/4"x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ONLY) 3/4" PLYWOOD DECKING USP JP3 CLIP EA. -� SYSTEM STRINGIfR TO BEAM/ FLOOR SYSTEM TYP. i Stairway construction and handrail to conform to the FBC 5th Edition (2014) Residential section R311.7 Riser height: The maximum riser height shall be 7 Y4". The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/a". Tread depth. The minimum tread depth shall be 10". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3iE" Nosings. The radius of the nosing shall be no greater that 9/a". Solid riser nosings shall not be less than %* but not more than 1 Ya". The greatest nosing projection shall not exceed the smallest by more than Y". Beveling of nosings shall not exceed Handrails. Handrails shall be provided on at least one side of each continuous run of treads or flight with four or more risers. Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34" and not more than 38". Handrails adjacent to a wall shall have a space of not less than 1)l2"between the wall and the handrails. Grip -size. Handrails with a circular cross section shall have an outside diameter of at least 1 1/4" and not greater than 2" or provide equivalent graspavility in compliance with FBC 5th Edition (2014) Residential Section R311.7.8.3. Guards. Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30" and shall be not less than 36". Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4" in diameter. Winders. Winder treads shall have a minimum tread depth of 6" at the narrow end and shall have a minimum tread depth of 10" at the intersections with the walkline (12" from the narrower side ). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with 1/2* gyp. bd. TYP. STAIR SECTION_ SCALE: 1/4" = V-0" ��� r%II�1 F II�1 Ini �ll� l�ll!1 MASTER BATHROOM BATHROOM 2 BATHROOM I 2x8 LANDING ft 42" KNEE WALL WITH 1x8 CAP & CASING (AT 2nd. FLOOR ON 48'-8" 70, 14'-4" 25'-8" V-8" 4'-11" 9'-5" 1 V-6" V-4" 1 V-6" V-4" 01 FLOOR SYSTEM 2x12 STRINGERS UPPER STAIR SECTION O OP . HB SHAPE ''-4"X''-a" "L" 3 SH COLUMN MU - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r'n DOOR LOCATIONFOR TIONAL LANAtSCREEPNED LANAI I� B KFST 9' 4"FLAT CLG. A.F.F. I o 9'4" FLAT CLG. 0 60 1 TILE 3'-4" 22'-4" I _ _ - - LO I O ( _ LINE OF 2ND FLR. 8068 1 1 FLOOR GIRDER I I I 9 _ I z 6'-8" 2'1 6'-3" " Icc z o to CL w0 E F� II I I c7 O I I I I 01 I Q= z. I CO 11 SERVING COUNTER N I -- I In 11 @ 42" VI// 34 1 /2" o I II o I I KNEEW►4LL BELOW o II ¢ I I„ I J �_ j -o' F- I F9'-4AMILY Ss FLAT CLG. CARPET TYP. @ N 2 STORY ' KITCHEN AT CLG. 11 6� TILE I 191-01, � REF. U o U)LO A _ - - 0 M 1 (2) 2X4 #2 SPF C14 /O1 5 SH. �' HDR 96" = I STUDS W/ (3)16d GG p @- - - - _ - TOENAILS @ S3 S3 - - - BASE Q D H1eS4 - `n S3 GG 2068 BF ,-0„ F LI S3 "NO UPL FT ""'" I Q 4'-104" 5, 14„ 3,_ „ X-6„ CLG. S4 H2 _ ih 5'-10" '[713'-10" 4" V 0 --- - °' DINING ---- 2868 C LO 9'-4" FLAT CLG. - - - - - U _ `') CARPET -5 SH.- _ GG XOP 0 N OP ----- S3 B *- w o) LID 11 9' LAT CLG. `n S3 ¢ ---- 10 ILE p2 BEDROOM 5 J - Q X - - - - -g 9'4' FLAT CLG. S6 � _ - - - _ W/ (3) 2x4 #1 SYP CARPET in Q g STUDS TOP & "' - - _ _ /SHOWER BOTTOM 8'-0" 2 STORY N v T.O.M. iv 6 6068 BF 5 -0„ 2,_6„ (3) 2X4 #2 SPF 4 D2 I 2 p A/C PAD C PAD STUDS w/ (3) 16d N io H2 TOENAILS @ BASE A 3 cn o 2 2868 R/SH LIVING ROOM UPS.W. 9'-4" F T CLG. 5 Q EDGE OF SLAB " D2 NOTE: FINISHED WALLS CAR ET S4 35 BEYOND WALL p1 W.H. TO BE FLUSH. FIELD 3'-6" 3'-1 ' 3'-54" 5,-4„ 10'-6a' VERIFY. ---, °O 136" x 27�AZT IC I co z co BUILDER TO PROVIDE 34 Z FOYER APPLIANCE PROTECTION I ACCESS- % J D1 o OPEN TO ABV WHEN REQUIRED PER FBC I`'----� 0 TILE LL 3068 w/ TRANSOM D (2) 25 SH ' s3 3 CAR GARAGE EE ELEV. O I 1 8'-0" FLAT CLG. A.F.F. i � I 1 co 1 I 'P co 3'-4" 12'-0" I 4'-8" 4 r N �10 T- - - - - - - - - - ~---------------- --� r---------------I 30 34 I I IDOI v D1 D1 I A I Doa Doa q 0 I I S3 1' 6'-2" I 60 H I I TYP @ WOOD BEAM SEE DETAIL FOR MORE K K I SINGLE ao Bo I I I STORY INFO. TOP OF BEAM 12'-8" VERIFY W/ I S4 / I I S4 ELEV. I TYP.@----------� I I I TYP.@ GARAGE GARAGE HB 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR o W 12'-6" 7'-6" 1'-4" 16'-0" 2'-0" 8'-0" 10 20'-0" 28'-8" 48'-8" REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'1 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 - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) -2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 OH7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 O +23.0 / -28.9 GC� SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 J S.H. 13 20X38J 18JX37J S.H. 14 20X50J 18JX50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 JX 71 J S.H. J 32 27 1/4 X 26 26 X 25 J S.H. } 33 27 1/4 X 38 J N/A S.H. J 34 27 J X 50 J N/A S.H. J 33 N/A 26 x 37 S.H. } 34 N/A 26 x 50 S.H. J 35 27 } X 63 26 X 62 112 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 J X 251 /2 S.H. 23 37 � X 38 � 36 � X 37 3/4 S.H. 24 37 � X 50 1 36 � X 50 S.H. 25 37 � X 63 36 � X 621 /2 S.H. 26 37JX72 36JX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 54 X 38 52 J X 37 J S.H. 34 54 X 50 52 J X 50 S.H. 35 54 X 63 52 JX 62 J S.H. 36 54 X 72 52 } X 71 I S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. R302.5 Dwelling/Garage OpeninglPenetration Prabec don. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped With solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -dosing device. • 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 classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R3122.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 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. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SNII for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. MASONRY HGT. @ 8'-0" 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 1ST FLOOR 2ND FLOOR 1512 S.F. 1615 S.F. TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY 38 S.F. TOTAL SQ. FT. 3957 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC 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 (GARAGE / LIVING) R-11/R-13 KRAFT FACED OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1ST FLOOR PLAN A B SCALE: W=1'4' LID 0 Z Z Q J v, Z 0 to w 0 Eg U On a� M LU Fa C N M N .90 = u- R., C � Q 0 LO o A ' N C B D C �4NIN N N �• _ V}• • • • e�i"t C N � �. 4 J °'•Fr `� "bo To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N Q � M O M Q '�M In .L W ON Q 4) - Ln a LL ,� a M MOO E� z �° � W J '�fi 0 ,7r� Wa 1 � � !i VVVE aw: 25 BaU r 0: z yy.z K J 389 $ o 9N M O � In iV _ Ln U_ .. � w 0�3 Q = ���o -0 a Z Q Z tuoo r z� zIt8rzz L LU J Do o I..;LU � 0"Z aS 0 Zd oa' Lu Z o MU- LL LUg z .. .. 41 a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. l5m25_ JOB NO: 17-4136 SHEET NO. 1 S NOTES: 2ND FLOOR ALL EXTERIOR SECOND FLOOR FRAME WALLS ACT AS SHEARWALLS. SEE DETAILS SHEETS FOR NAILING SCHEDULE. WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20 X 38 j 18 J X 37 i S.H. 14 20 X 50 1 18 j X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20 X 72 18 J X 71 j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 N/A S.H. } 34 27 } X 50 � N/A S.H. J 33 N/A 26 x 37 S.H. J 34 N/A 26 x 50 S.H. J 35 27 j X 63 26 X 621 /2 S.H. j 36 27 } X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 J X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 j X 63 36 JX 62112 S.H. 26 37JX72 36jX711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 52 } X 37 S.H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS - WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT ** SEE C/S6 WALL SCHEDULE USP LSTA12 TO TIE - ANGLED CORNER TOGETHER TOP OF WALL REVISION NOTES 12/17/2009: 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 - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 DE +23.0 / -25.2 OF +23.0 / -28.9 O SEE SN SHEET O SEE SN SHEET 140 MPH Aimmmii NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • 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 dassl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window SIUs. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pods, Section R4501.17.1.9 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. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 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 2x WALL STUD AREA TAB U LAT I O N 1ST FLOOR 1512 S.F. 2ND FLOOR 1615 S.F. TOTAL 3127 S.F. GARAGE 611 S.F. LANAI 181 S.F. ENTRY 38 S.F. ATTACH SHEATHING TOTAL SQ. FT. 3957 S.F. PER C/S6 INSULATION REQ. R SEE DETAIL ON PLAN IPPED 2x ON BEVEL NALED TO 2x4 w/ (2) 1/D2 FOR STAPPING 1 @ BASE OF WALL 0d @ 12" O.C. MITERED WALL SECTION_ SCALE: N.T.S. (TYP. @ MITERED CORNERS) 2ND FLOOR PLAN SCALE: %4"=V-0" LOCATION R-VALUE / TYPE EXT CONC 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) 0 Z Z Z J d Cz to 0 Q) cn (DIM w p - 0LU c E c%i = U I o LU E W _IcU. Im �-00M N U a Q� c°n c �iQC A' BD. N C "rD•C I.{ it r ow \N�o,S "s .�� o apt r t w .11 C LL�d'd .. • d. C;•. ` To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. if O Z N 0 �j M O � M `0 In G. U) 'r- V WON N LL fl. ^ Q 000 zM WJ Otn �r W z c�ofZa0 �CL }8� aaz a OC W �a� 040 $ N r*4 M uz3 O Ln N LA fo-3 Ce Q ��o z ��z� z Q z9fgiz t�0 > LLJ � r F$." Q a$ �5 Jw`Yoltz g ` 5��� �gW' 0 �8 cv 4 fV O �pz� a OCD (t) LL u. LU Z a z -j N SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. 2 00 0 60 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) , ------- 35 SH 4' OFF -RIDGE 35 SH 4' OFF -RIDGE VENT H z 0 J 0 z 0 0 12 15.9 T.O.P. HDR. 0 t` F.FL. T.O.M. - TEXTURED FINISH - - HDR. r F.FL. T.O.P. r5 HDR. _ F.FL. T.O.M. _ HDR_ _ M FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) IE 25 SH 25 SH ALL TRIM LINE ARE SCORED 8068 SGD 35 SH REAR ELEVATION - A SCALE: 1/4" = V-0" --------------- T.O.P. HDR. F.FL _ _, T.O.M. - - - - - - - -- HDR. 5� 6" L LO �a FRONT ELEVATION - A KEYSTONE DETAIL SCALE: 1/2" = 1'-0" 0!�20 r r Z c Q Z Z J IC� z � (n 4--i cn w M p OOf EEg o �� U m s tw_ E _$ 0 ` M M U 0 �"� C Q 1M ao � v o A1 B Do N.C.H.°.0 � E N; c �N • o Liu, �../� M a tap-�Q� Q W L� 2 UM 'O+l, ❑`eJ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O O Z N O 4-J V) O z M Q tun 'gyp Ln a .� v Z5 N C LL Ln a Ia— 1p� Q ono E z WJ 0 d' w a zg��aU z qz u g 4 W C J U N CC�i~ossg c W Lq N 0`6 Ln N f— Z LLn ,--� 0 LL 3 z �� _� Q Q aZO w �0LU -0v z pyf Q-!i wwaa 0 LU ---j z r 0s " 0 z �- OC Cl)4 >~ LU O M IL Z LIJ / .. .. W Z z a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. 3 60 T_C F.F LEFT ELEVATION - A SCALE: 1/4" = 1'-0" RIGHT ELEVATION - A SCALE: 1/4" = V-0" _L _ W) CD Z 8 Z CO Q J z N LU W O� 10U 03C) mcr) w E — $ OE � to M � 0 0", S U { LL aY ._ t� Of Q 0 A , N C B- D C it, r". �11.01 P• -S Z�%M__ z4-2 . z 'Opp° JZ Uj U C LL �. 1 K �� - GL 010 F 1. W1I"!!EsS1 o 0 o�ltt�� O v OO To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O aj � M O M aV) M`" aL_ LLLn a .� a�M Q �GO z W J Mi W X m n 1V). o 2 z 8E� ZzF<a_z � z W O Wz $asasl �N-I Z® O Ln N Cn Ln W U) o g Y ZO O Q Q Q ��W� O Z A z CY Z Zi�.= Uj - LU Uj J3 O Q UJ. � Z Y o z� �- O�8 �CD Q � N M > z W .. .. J z a LU SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 15.,25 JOB NO: 17-4136 SHEET NO. 4 T I I I I I I i I I I I 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. 200A INDOOR PANEL MAIN O 200 amp 150 amp NEMA1 200 AMP #14 copper to fights & outlets #12 copper to 20 amp das 110.2copperl WH #t0-3 copper to Dryer or 4/0 SER Au Disconnect POWER CO. FEED I INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE ------ ---------------------- TERMINATION PER WITH CODE APPROVED — — — — — — — — — — — — — — — NEC08,250.94 CLAMP PER 250.50AND --------------------- 250.52 OF THE 2011 NEC. -------------------------------------------- LANAI GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) 1 EYEBALL CENTER \ \ ^ I _ I I ON WINDOW / / N4'\ //, I \\ NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE I Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1 CO / i� �� I 1 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF I n B R KFST C� �' I � (general) I I kitchen 44" AFF 1 WP ( I I bathroom 39" AFF FI I t,.) FI I I laundry room 36" AFF I exterior waterproof 12" AFF I _ \ I garage general purpose 42" AFF DEDICATED GFI I SWITCH POPDISPOSAL DISPOSA` 3 1 3 range 2" AFF RECEPTACLE I I 2. All trim plates & devices to be ganged, where possible. FOR MICROWAVE 4 " 6 G1 to 3. Electrical switches to be at 42" centerline above finished floor. RANGE HOOD FI 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the PER SPECS v national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the I / o I PENDANT AS PER installation & sizing of all electrical, wiring & accessories. 1 to I SPECS I 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. f I I I 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the 1 I I I ' FAMILY branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. I I I 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11GFI I 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate _ — JI ROUGH -IN standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and GFI I I I UNDER COUNTERI FOR OPT. vapor detector sensor, according to the installation. �� �� FAN/LIGHT 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and TF GFI _ IGFI `11 labeled by a Nationally Recognized Testing Laboratory. I I I 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and I KIT shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. / �* MAINTAIN 36" MINi / 13. All doors and windows providing direct access from the home to the pool shall be equipped with an GFI DIST. FROM I / exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and BATHROOM either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. — — — — M 14. 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 I I C.M spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter 1 S tops and 18" for sinks and ranges installed in comer counters. / ` I / DINING I ROUGH -IN — — / FOR OPT. ELECTRICAL KEY ____ FAN/LIGHT CENTER OF / DUPLEX CONVENIENCE OUTLET D� PENDANT — — — — — �;� A. AS PER — — — _ _ I _ CENTER OF SPECS CHI BMW DUPLEX OUTLET ABOVE COUNTER — — — — — � � w P WEATHERPROOF DUPLEX OUTLET BEDROOM 6 GROUND FAULT INTERRUPTER DUPLEX OUTLET \ TO HALF -SWITCHED DUPLEX OUTLET UPS AIRSH SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR LIVING ROOM i ffh AC PAD AC PAD 1771 220 VOLT OUTLET 8 I ` DISC. WP GFI _______ I WALL SWITCH I $3 THREE-WAY SWITCH FOUR-WAY SWITCH I EYEBALL CENTER \ \ T\ �4 i M ( ONWINDOW FOYER W.H. LL $R RHEOSTAT SWITCH I -- I \ �� I ��� — I Iw-0p / t I pz CEILING MOUNTED LIGHT FIXTURE 1 BRKFST w z I` I L=�� Q a WALL MOUNTED LIGHT FIXTURELj FI � M WFI \-- I � � ` \ I O Q ® RECESSED LIGHT FIXTURE \ \ DEDICATED GFI I \ w Lu LIGHT FIXTURE WITH PULL CHAIN RECEPTACLE I SWITCH FOR DISPOSAL GARAGE LIGHT AS GARAGE LIGHT AS > w P FOR MICROWAVE GFI ' GFI I ` `` PER SPECS \ \ I PER SPECS TRACK LIGHT RANGE HOOD o o PER SPECS 1 I �� / v \ FLOURESCENT LIGHT FIXTURE a I � PENDANT AS PER f,Qr \ I I SPECS ENTRY LIGHT DB \ ` EXHAUST FAN I I J El 11J I I SPECS AS PER \ RAGE DOOR 1 ` GA3 CAR GARAG EI GARAGE DOOR _ EXHAUST FAN/LIGHT COMBINATION I X — — �1 X / I IGFI GFI C'V — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �D ELECTRIC DOOR OPERATOR (OPTIONAL) � �I N ih � � r � � r� __ J1 to 1 1 I I I IRRIG@A44OA.F.FI CH CHIMES (OPTIONAL) GFI 1I R 1 I I UND R COUNTER I\ El PUSHBUTTON SWITCH (OPTIONAL) I _G� i IGFI I@ 4 I f I I A@'\ SD SMOKE DETECTOR ( KIT CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) FI I I I I © TELEVISION (OPTIONAL) _ _ _ _ _ _ _ © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. COACH LIGHTS OR PREWIRE AS PER O THERMOSTAT �.� _ SPECS ]M ELECTRIC METER — -- f ELECTRIC PANEL DISCONNECT SWITCH (� SPEAKER (OPTIONAL) �/> ROUGH -IN FOR OPT. CEILING FAN OPTIONAL LIGHTING v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR SCALE: %4"=1'-0" G J OPT. CEILING FAN E'7) (1) PHONE LINE, (1) DATA PORT 1st FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z O 4 O J �cr ww Lu 0 w 25 >-m I— >3 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. 0 to Z m Z Q J d z W C Cn W � V Q •U OL-1-11 U4) E `v U m O WE F— $ cm IM O o0 = ai N S u- 2 O 0f Q 1:1 � 06 0 B l N-CB•D -C _. �j � O N c�pp N Z W C. ° Nz C4 �z ti A/ 0 z E LL (LL N W a w Qii Z V OJ ayrn< ILZ 2 9� a � W N&'y J Q o� o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 0 n M Q V) M Ln ze In Q U_ Z Q 0000 Z E 3 Z W J 0 z Uj LL z w d in tW � F 0 r� za0 za�aa Z ~z UZO W J �7 p �asz@ r-I rl LP) N In Is Z Q &Zoz ''"_ a) � YtY0 z o M U~LL Z W Z W J z g W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. 5 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. i i i i i i i i i i i i i - ---------------------------J GENERAL ELECTRICAL NOTES: 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 R314.1 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 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protecdon: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. 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. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. 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.. 14. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET FK�G HALF -SWITCHED DUPLEX OUTLET -� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 6. _?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE O RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT } FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER 10 #14 copper to Bgtes & outtea NEMA 00 AMP 1 200 A #12 copper to 20 amp ckts #10.2 copper to WH 10 #10J copper to Dryer METER MAIN Or or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED —� INTERSYSTEM BONDING O TERMINATION PER 7I NEC 08, 250.94 JJJ 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. ------------------------------1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L------------- 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. 2nd FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" U' Ln $ Z z� Q J W 0 W � C) U — W OLso ~ O V) go � U 04 a� LUC ' ~ M M OL 010 c 0 to �� Qrn o A , B S®O C N•w"i O N N Z LUMmZ ti Z eD U Z oEJ iii rp LL N �- `•' W a w Q Z V 0yo,Ix LL Z� �� 0) ca ¢� W N 08 -' o U O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O O Z N 0 4V N M CD ¢� M 4.J-`°v`" a cn �L, d" a ° U_ DC M ,--r Q CO E WJ Z O� Milli! 00 Lu LLLL� a 0 ZZp¢U }�o�Q !ls ZZI.-Z 6Zp aW i� $J 8_SZ@ O Ln N Ln rl 0- 0 Z Z he U .o Z <( Q ^ 8,300 � 0tq_ LU Z O : cLC z .J � UjUjoo� 0 _ W J � �,� ~� �ac� $$ ggI-� Q tt Z LL O M LL LU Z J 0- Z 0 LU SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FGUZMAN VERSION NO. 15m25 JOB NO: 17-4136 SHEET NO. 6 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" VENTED SOFFIT 48 SQ. FT. (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. ... .. • ••:::::::::::::.:: ...................................... :::::::::::::::::::::::::::.................................. � ...................................................'...... :. O'HAGIN WEATHEW�tASTER (Shingle R 72 SQ. IN. OF NET FREE AREA/ FT. •iii•iii•sss•sss•irs•s1.s.•sss•Sts•sis•sss•ir.0.•sss•sss•rii.•ass•.tie•lss•L:.t.•i?i•ss•sd..•iss•sss.•sss•sis•sti-Jss•ssL•sst.•sss•lss•sss•sss•sss•sss•sJs•ssS•ret•sst.• • ( n9 � ' • ••• '" (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of alli gin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. • •� ZONE-3 �' '•• -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of Deck -Air Needed) • :.� f� ; •• • O'HAGIN (rile Roof) - 86.25 80. IN. OF NET FREE AREA / VENT r —Formula (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of allagin Vents Needed ATTIC SPACE 280 SQ. FT. . Q dCn •� �:. 00......................... ... . ;. O '.•� C, VENTED SOFFIT 42 SQ. FT. �::•. w LU ':i ZONE-4 .�i ATTIC SPACE : :1740 SQ. FT. :i Ci co 7.1 LU co ILL- Cn W '71 C0CD F..: LL i VENTED SOFFIT 26 SQ. FT. O �� � -' W �•'• H �.:• ...................................: .. Z ... . • •• ::•: > �.'... Provided by ZONE-2 ZONE-1 F.:: �':.:: - SPACE ATTIC SPACE F•::: ATTIC 269 SQ. FT. F 45 SQ. FT. ........................... f: VENTED SOFFIT 15 SQ. FT. ::�� • • o •'� .� �.; •. fLJJ .:: H ..� �' L U ....... VENTED SOFFIT 70 SQ. FT, ROOF PLAN -A SCALE: %4"=1'-0" ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule (No Upper Ven 1/300 Rule RidgeveMAmt z$ Z Z Q J d Z tn cD N '}' W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN . • L Wco J CONTROL JOINT DETAIL SCALE: 1112"=1'-0" ' •- ' f �; #5 CONT REINF. - • ; ;r SEE FND. FOR • : - • '' QUANTITY • -.-.-• : r #5 X 25" X 25" -. '. - -. '. - ".:-; " : ; • �' ;. CORNER BAR ONE - FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" SEE FLOOR PLAN FOR BRG. WALL It N Z P 4F. SEE PLAN (3) #5 REBAR STEP DOWN BRG. 2 STY. 1 SCALE: N.T.S. REF: EXTERIOR REINF. SEE SLAB PLAN F.F. so a N ; " 2(3) #5 0" REBAR 24" Of CONT. 2-STORY FTG . 2 SCALE: 1/2" =1'-0" C? o) 60 48'-8" 14'-4" 111-6" )'-4" 11'-6" 1,..4„ 8'-8" 4'-7" 5'-2" 4'-7" J TYP. @ 2'-6" x 2'-6" x V-0" L 2-6" x 2'-6" x 1'-0" S6 2 STORY W/ (3) #5's E.W. S3 W/ (3) #5's E.W. U.N.O. + HB TYP. - - - - - - - - - - — — — — — — — — — — — — N F�------ --- ---I •V. w s3 1 PROVIDE 1-1/2" RECESS M I (2) #5 VERTICALS 1 o S3 W/IN FILLED CELL -' I 1 i� I I FOR SGD DOOR. REFER o v 1 TO MASONS SCOPE I. Ito 3'-0" 8'-10" 6'-10" T-0" 1 I FOR WIDTH 4" STEP 3'-0" x 3'-0" x V-0" 2 �? DOWN W/ (4) #5's E.W. I _ CA T MIN. I MAN" • • 3'-0" x X- " x 1'-0" — — — — — — W/ (4) #6,s E.W. 3'-0" x 3'-0" x 1'-0" M PROVIDE 1-1/2" RECESS INDI ATES FILLED CELL w/3000 PSI zo m I 1 2'-6" x #5's2'-6x 1 E.W.W/ (4) #5's E.W. S3 FOR SGD DOOR. REFER CON . GROUT FROM FTR. TO BEAM / (3) #5's . ) �� u1 I I TO MASON'S SCOPE w/ 1#15 REBAR VERT. ABOVE SLAB. FOR WIDTH TYPI DIAL @ ALL PLACES SHOWN I 1 1 HOO ED FTG. DOWELS 17" A.J�1 1 1� EMB DMENT W/ 25" EXT. I -11 1 ABOVE SLAB "GRADE 40 STEEL" I II 1 _J c0 I 1 8'-10" U 0'-0" ELEV. IILO FIN CONC. SLAB � I 6-11" I 3I1/2" MIN. 3000 PSI CONC. SLAB GG EMAKER LINE FOR HERNANDO COUNTY ONLY i 0 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER GG — — — 6 MIL VISQUEEN VAPOR BARRIER S3 --- —------� ---- -- I i--------—t------ . T U? ., I I Ch I 10-0 3-6 1 7.0L ---------- —I _---------� I I 14'-0" 1 Ch S6 I I I I I II d1 I• I I I ^� I U J �; TYP. @ I I ( I I I S6 0 2 STORY I I ( I S3 I J 1 1 I TYP. T U.N.O. I I I N GG ( I I 0 I 2 STORY O • I I i in I I U.N.O. cn O — ( _ — T- C.J_ — N O U? 1- TORN M I 1 1 I I IT FOOTING • I I I = ==JII C SIM.@ L FOUNDATION I I '" I— � o I 11I ,„ ONLY 20-63_2�� o 16�S3 3'-0" x 3'-0" x 1'-0" W/ (4) #5's E.W. I L — — HU — — — — L J 17 — — — — — — — — — — — — — � 1 • I TOP OF CONCJ PAVER TO BE I 1 STEP -��,'� l �W H 3'-0" x 3'-0" x 1'-0" 1 1 4" BELOW FIN. FLR. _0 4" DOWN 1 MIN. 0 3 8 W/ (4) #5's E.W. o I PROVIDE 1/2' x 9" � RECESS FOR FRT. DOOR I 1 I 1 — — BUILDER TO PROVIDE APPLIANCE PROTECTION 1 WHEN REQUIRED PER FBC 4" I 3'-0" 71-0n 5'-0" I 4'-0" _ '-0' I _ } C7 C.J. 1 TYP. S3 o N r fn N ---- �z 1 O 2'-6" x 2'-6" x 1'-0" I O W/ (3) #5's E.W. 2'-6" x 2'-6" x 1'-0" I (2) #5 VE TICALS W/ (3) #5's E.W. I WAN FILED CELL ;n J A S3 S3 -8"SEE S-3 FOR - RECESS OPT." 0 — — — — — — — — — — — — — — — — - CV 2'-6" x 2'-6" x 1'4 W/ (3) #5's E.W. 12'-6" 11'-4" 1 6-2" 11'-4" 1 16'-0" 48'-8" LO c0 CV LO 0 r I o0 ih I I o TYP. @ SINGLE 1 STORY I /STAOR (2) #5 VERTICALS—1 W/IN FILLED CELL 1 J I S3 "SEE S-3 FOR I RECESS OPT." \-4'-O" x 4'-0" x 1'-0" W/ (5) #5's E.W. 2'-0" 8'-0" 1-4- I1B 0 00 o) LO NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN AB SCALE: Y4 "=1'-0" Z c Z Q Cz 0 QV)' Q) C w .O "' � E c m ti U U E ' —8 dM L'vM Ooo _oj U LL 000 Ne < a°, CL 0 rn o ti �� o- 3 kg 01�1Kcc iB c7 H`'y ci e, cad LL ill . q2 •9 1 .` To the best of the Engineer' , information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O a� US M O M Q V 'M Ln a v�•L� � LL a z CL w Q Co Z E LUJ z Uj 8 f OE Z 6.1 a rz�coi za��QQ 0WZ N V-4 O O k W N a z C ) n Ln N Ln Z o3 ce p Q Q J U�090� ooWmmmmw2 J Z W o� �HM5 `J O �oz2 =o��o N (%4 Q �pzzd z M " .. Z LU �' Z O g z O U_ SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 15v25 JOB NO: 17-4136 SHEET NO. 8 2x BI TYP. @ L.WVW IIWWi CORNERS U.N.O. LOW ROOF & FLOOR FRAMING PLAN A SCALE: Y4"=1'-O" WALL LOCATION VARIES ROOF SHEATHING - ATTACHED PER NAILING SCHEDULE :1 HTA20 STRAPS ;H RAFTERS 9'-4" MASONRY WALL SEE PLAN SECTION )OF 2x 2nd FLOOR WALL SEE 11/D1 FOR CONNECTION 2x6 CONT. LEDGER W/ 16d NAILS @ 8" O.C. @ TOP CHORD & (2) 16d TO EACH WEB MEMBER FLOOR SYSTEM 2x6 #2 SPF P.T. RAFTERS @ 16" O.C. TYP. W/ (2) 16d TOENAILS EACH SIDE TO LEDGER LOW ROOF SCALE: 3/4" = 1'-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY ---� TRUSS USP JUS26-2 TRUSS TO LEDGER 2X10 #2 SYP CONT. LEDGER W/ (3) 1/2' X 41/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG SCREWS EACH SIDE) II UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 145 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10 H HTT4 3610 3105 5B" ANCH. 118 10dxl-1/2 HTT4 2715 518' ANCH. f 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1-1/2' HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 31305/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I I IS96 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060" — 8 -10d P HUS26 1550/3335 ** 1335/2820 " 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 *" 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W! 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - inrf ' MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL (A) 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 PIN STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �1OR2P ER—f ---�A) INTERSECTIONS. SPLICING ER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. FLOOR CONNECTION (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 202 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" =1'-0" SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 Z Z Z Q J a V, Z V)U(1) _ cn w C) .O w V) _ o o U W —8 W ~ E 0MtM M C W M IVC M 0_OG _ di U � Z LL Ly Y Qa f0.0 O d A' N C B�D � C .,t of ,� Z� •� ' _'�� )U Q' � J LLi� r� :� F _ cy Ern LLIV1,15 ' 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O r>-i�MO M M Ln fn O Q L-LL� 0 CL •-+ Q ()o � z M W J � O w Z d cu'� F- in 0 ro- z< 0 WIAJ4CJ GGJJ OOOOOOGGGCGG UOUO � N Q W 04 M � z® O Z Ln r4 C G Ln .. LL O Apr °C °s o Q O W 9.9iZ z a -j LL an 0 aLU S J `..00 LL �- 0°s �o O M O �O�a ~ I— O (� z jz .. .. z O a 0 � J J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. 9 C aW I , l TYP, U.N.O. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10-8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 1 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H 10A 1340 1015 18 -10d x 1 1/2" RT 16A 1380 1160 9-10d X 1 1 /2"& 8-10H / P. a@ HIP 1RNERS J I HTT5 4350 K HID B* 3130 L HD5B * 4505 M H * 6645 N LUS26 1165/1070 ** P HUS26 1550/3335 *' Q HUS28 2000/4220 ** R MTS12 1000 S MTS16 1000 T MTS20 1000 U MGT/MUGT 3140 V LGT2 2150 W HTS 20 1 1 3105 5/8'ANCH. 11810dx1-1/2 HTT4 2715 5/8- ANCH. 12010dx1-1/2 3740 5/8" ANCH. / 26 10dx1-112" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS 7 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS 5650 7/8' ANCH. 3/4' STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS 05/915 *" 8 -10d x 3" JUS26 1115/1060" — 8 -10d 15/2820 * 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" 0/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" 860 14 - 10d x 1 1/2" MTW20 1 1195 1 1005 14-10d x 1-1/2" 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" 535 10 -10d SPT22 685 8 -10d 605 19 - 10r1 RPT94 1030 19 - lfki * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF B TRUSS - --------- ---- -- ��------------------- -_/_:SIB\ ------ ------------ -----� I I ' 1-8-8 CLEAR GAP BETWEEN (8) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 I INTERSECTIONS. SPLICING / TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-(" ON A HORIZONTAL PROJECTION. UPPER ROOF FRAMING PLAN A SCALE: Y4"=1'-O" (A) OR 2 PLY ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS zo — o Z Z J CL a Z Cz V) 0 Q) � w p(D(Z U — w O .IV E � v) n U 0 tNn M w ~ pp — Q C /0 M W C M 020 = ai L U` Q °v, LOaFz- o LO oiQ o A' NC { B'DC %e A 11 e •.`�' � t N N ttww C q p� y�7( ..[A CL, s {'J LLB*� <Uj �' ,�. '"� Z To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z itV O N� i> Ln M aN vLLn a Vf •,_ d' Q �LL� a M 0 00 Q E� t� W.—I Z CD d' f Oz z Oz>Z•Z<O Z Q Oz 47- z F' '-' Z W � J N s,n 8 W R rl a€Oz O Ln N C� LA _Z W O CA�3 o Q bo co s` Z w CL LL' z Z WW0000 ~~� a15 J O �$ o= (All oaz zo � � InnED � U o Meru- z .. .. 0 0- z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. 10 ALTERNATE POWERS 0J•:' : STEEL LINTEL .. ., Z 8F8-16/1T 8F8-0B/1T '. ZR3 ''• ''' ., ,''• _•_ _ TYPE DESIGNATION #5REBAR ATTOP z ®10 '•' Q ' ' ' ' °,' • • `• • F =FILLED WITH MIN. (1) REaD MIN EBj R AOTDTOP 4 1.1/2^CLEAR •'' ''.' GROUT / U UNFILLED a O • O O O O O O O -vz" 8RF14-1B/1T 8RF14-OB/1T 8F16-16/1T 8F16-0B/1T �:0.• ,' R = RECESSED __;�CLEAR © © O O O O O Qn'• OF #5 REBAR @ BOTTOM ° ° ° p Q 8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY a -0—C.M.U. J p Z CZ O O � � E E G H °° ° � n Q C.M.U. O �i; _ 8F 16- B/1 T U J ° 0 - WLJU A Y '' . h z d° GROUT r¢ W W • •:-. I �, Le .° ° ;..=.• •. NOMINA QUANTITY OF ° SREBARAT OWE VWIDTH #5 REBAR AT ° BOTTOM OF a W D_ TOP LINTEL CAVITY i W0) Ln pD5 REBAR AT BOTTOMO8RF6OB/1T "'' •'' ?�/ Q MIN.(1)REQD/�.•-•.`- -•.•--•,••-•••NOMINA ° �Q p G V / • • OTTOM REINFORCING p • ,. •% ..' •% • •'' • HEIGHT PROVIDED IN LINTEL y Q U a M.,,,•7-518"ACTUAL (VARIES) '-8'NOMINAL WIDTH M cVi 16 GAUGE POWERS .O •,• :.� STEEL BOXED LINTEL EN li 00 O O S - POWERS STEEL BOXED LINTEL NOTES (ALT.) U c -°W. Itc precast lintels — 3500 psi. 8F20-16-2T ONLY IF NOTED ON LINTEL PLAN ,� o' • ' - ' � • • . fc prestressed lintels = 6000 psi. � .r • routed r ASTM C476 f 3000 psi w/ G • per 9 = P 1. Refer to manufacturer's specifications for installation. Q 6 8F24-1 B/1 T 8F24-0B/1T © ; Maximum 3!8" aggregate and 8" to 11"slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Moncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. • •• minimum net area compressive strength =1900 psi. l tic . a_o . c O O 3. ff lintel is scratched or damaged refer to Powers Steel for repair. O. • '' Reber per ASTM A615 Grade 60. Al � !< O O O O , ' ', Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and D 270 tow relaxation. bottom of all Powers Steel lintels. • 8F32 0B/1 T 8F32 1 B/1 T : 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications 4 • ' Q'' • �'''' GENERAL INSTALLATION NOTES -.• ., • • • • ,� • : .' •. • • ° ° . • •: 1. Provide full mortar head and bed joints. • Z e "VIA ., " ; • ;; • ' 8 F40 OB/1 T ' 0, , 2. Shore filled lintels as required. 4i • w ' • Jam' , ; J -` •' -•- ' - ' O O 3. Installation of lintel must comply with the architecture( and/or structural drawings. 77, 4. U-Lintels are manufactured with 5-1/2"long notches at the ends to accommodate N r r\ t' LU �+ • . • - ••• . • : • . • - .'• ;• 8F44 1 B/1 T vertical cell reinforcing and grouting. •",iF�' kJ ei u% • 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and ` Ion er with a nominal height of 8" meet or exceed U180. • , • �, • . • ® 6. Bottom field added rebar to be located at the bottom of the lintel cavity. JL,' ..': •. . 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 119. n� ` ' f�4ry •' LINTEL PLAN NOTES:IL . • . �:.'. ; • 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete '• masonry units. • • . • • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 `.C� -, Off~ 10. Product Approvals: Miami Dade County,Florida Nos.03-0605.05and 03-0605.04. I THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ,,• . • • • • ' , • • • •; ; '• 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ONLY. r r1 i I I I I i ll"` ❑ •' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and AV Q coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained • 0 0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) rr O within these drawings comply with the Florida Building 8F28 1B/1T ,' loads with cation: ASSUMED TO BE 16 MINIMUM DEPTH. O O "�� 9 9 eq Code Sth Edition (2014) Residential. Engineer's signature • • ! • 8F28 OB/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of ° ° Safe vertical load +Safe horizontal load < ,Q 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal. O O 8RF3016/1T THE LINTEL $ THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS o 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 8RF40 0B/1T THE PROPER LINTEL HEIGHT. o ® 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH z N REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE O INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. M o OCOORDINATE. 0 r M ZQ�MLn O N O n POWER STEEL LINTEL IS AN ADEQUATE a W Ln SUBSTITUTION @ ALL LOCATIONS UNLESS a NOTED OTHERWISE AT OPENING LOCATION - Zz E CO .0 LU 8'-0" W LARGE CONCENTRATED T.O.M. LOAD NEAR SUPPORT(TYP.) 40 BEYOND POI T LINTEL COURSE LOAD MINIMUM W/(1) #5 REBAR 4" as �0Z at 5 Lu ZLL W �W W�'°° 00 zzZ - D1 z�ZzaU -J � 8 � .� . zzt-Z #3 STIRRUPLO @8"OC HV PRECAST r*4 $�2 Za PRECAST LINTEL M Lu W � � LINTEL O O ,--f O Ln MIN. N PRECAST LINTEL N Ln HIGH SHEAR CONDITION SCALE: 1/2" = 1'-0" 3 e—\ 699 00 0 z op0Z TOP OF COL IO'-4" z a- z�yErzz (F & G ONLY) o 6 ; ED I-- z a c� `° L1 0 Z* �oZ� zCD M w a~ .. .. F-- O MIN. E MIN. Z O SCALE : AS NOTED LINTELPLAN PLOT DATE : 12/7/2012 TECH: MJAMES SCALE: %a'"=1'-0" VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. L1 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 DE MBER 1 T 2003 CHROMATE COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CE 3S, D ( ) 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, ACO-C, ACO-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 11 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 WALKING 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 t 21NCHES (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'Xt 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 11 IS 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. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. AC1530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-078, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5J7MS 402-11 & ACI 530.1-11, ASCE 6/7MS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 1.2. 2 UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 SF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. 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 5th ad. (2014), AND CONDUCTED BASED ON A140 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 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/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 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 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-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: y4" 4.1. 7. WELDED WIRE FABRIC (WWF): ASTM X185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11(STRUCTURAL CONCRETE) ACI 530-11(MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C4-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 C4-P GROUT 3,000 Psi 3,122 Ksi 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 CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ 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 ACI- MCP 2011 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 CW-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL 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 CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS 0 NTE APP ICA ONS SUCH AS SUB FLOORING AND 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 GREATER SECTION PROPERTIES. 4.4. 5. ONLY STRUCTURAL T BE USE OR RAL LUMBER 0 D F AN EXTERIOR APPLICATION. WOOD IN 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 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 SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSUTP11-2007, BCSI 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 2 LAYERS 318" THICK EACH. 31RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Kai ROUND METAL PIPE: ASTM A53, GRADE 8 Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 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 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 = 1,850PSI 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. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT 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. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION = CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate I Boracore treated lumber 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. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which Identifies the termite b iment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least 1'-W away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and spray heads shall At be installed NA' 1'-0" of the building side wall. 4. FRC R318.7- To Drovide 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. 5. FRC R318.1.1- InNal treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps 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. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rijinfoll occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5�n�rete ov ur �nd mortar along the foundation perimeter must be rem ore exter°or Sol treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior veMcai ch mical barrio must be installed after construction is complete, Including [andescapmg and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department a licensed pest control company before a certificate of occupancy will be issued. T 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. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within 1'4r of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. ID Z $ z Q J Z Cz 4--J cn w 0 U - 0 E n =3 � �~ U m ~ ® cC4�7 M N O C� L �C$L,0 < c; A' MD. NCB -DC . r. 5 IIE �p _ -a z cp y , ui "� --: �f% Iliglll� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2024) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 n US M O . M Q � M Ln a tn•��' Q a) U_ Ln CL .-. z a�CL0000 E 0 W J � J f LLI Z CA �I'_I�o0 �Z ZpQU z U i g� �E ZZ�5�y1 N U� to $ k EY N �3z® LU Ce ri N IrSI In rl °3 09 O Q Q OZWE M z � W��om6 > J �� 3 C z �- cv 0�o Z .. .. 15Z 0- SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. - _ 1 _ ,_ I . _ CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, J 15132" CDX PLYWOOD OR t3 7/16" OSB -RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (uR) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 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 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 21NCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6l -0- + + 61 -UAll + + + + + + +++ + + + + ++ ++ + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x _ P 1-118" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap + 4 4 1� FILL CELL STD. 900 HOOK BOND BEAM w .... a 'I STD. 90° CONT. #5 BAR HOOK BAR BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE CY PLAN FOR MORE INFO �CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW i FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL ���� TJI PER PLAN \ OTHERWISE SOLID \\ BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min.) Small gap 2 min. 2" max. 4 max. i Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. -� 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. \ 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGYg" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack `Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" 10'-0" details in One 10d box TANK -LESS W/H areas=20 of high or-20 sinker lateral load. nail each side F1at bearing. 5'-0" STUB -OUT FOR ' GAS METER O — • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) -12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** 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. 13'1 (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. 161 (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. = Provide adequate bearing for each lapped joist. nails SECTION a0 INT. BRIG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D Id (see table below) DO NOT cut, notch or drill flanges CONT. tOM )UNDATION ) HIGHEST )ND BEAM Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate I ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11- / "' 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when bad bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.` T7 Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel `Non -stacking walls require additional consideration. �7771-7-�§ • ■ • , :. 6"" A 1 2' ROUND HOLE MAY 6" 6a 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y2" THE WEB. PROVIDE AT OUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1V 8 T_a, 1".. 1'Z' 1'2" V-3" 1-3" V-T' T-11 " 2' 4' Z-9 ` 3' 2" 3' T' Arty+ 16'joist 12 1'-U" 1'-1" 1'Z' 1' 2.' 1'2" 1'-9' 2'-4' 2'-11" 3' T' 4' Z' 4'2'' Ste" — _Sparta t1t) 16 1'-0" 1'A" T-2' 1' 2" 1' 7" 2'-5' 3'-7 3'-10" 4'-9' S' T' 6-4' T Z' 20 1'-0r' T-1" 1' Z" 1' 2" Z-U' 3'-U' 4'-0" 4'-10" 6-11" 6'-11" T-19" 8'-11" 24 1'-0" 1'A" T-T 1'-3" 2'-6' 3' T" 4'-9' 6-10" TZ' 8'-4' 9-6' 10'2" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. USP MUC 5/8"g THRU BOLT US ML R TRUSS OP PLATE LC TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL go Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. • ' :. , SLEEVE THRU STEM Joist hanger SEE PLAN FOR t e . • • • • FOUNDATION INFO e' ' STEM FOUNDATION GRADE REINF. SEE PLAN Filler block. Nail with 1010d nails. Backer block required where top * .� mount hanger load exceeds 250 lbs. .a • • T Install tight to top flange. �]7� III�IC a •'• ee 1/4"-2" gap- Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required R hanger flange is laterally supported by joist hanger. doesn't meet height requirements 4 e� /-0.6 X Joist o depth L L I -JOISTS BUCKETS N.T.S. I e A• 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. GRADE HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: SECOND RT16 UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING (� 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION all im,1QN11. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE r SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q e d —------------ e—oe----a ----------------------- e SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATIONFl— PLUMBING LINE G a a e ------\. c \. a / C /a a C e' a .. / \ e e / SEE FND. PLN. SIZE & REINF. 0� T Z c — o z cy Z Q (D Cz In 0 cry w � p U — Iti -(D- cNn = � E 100 U t. ®cN w F—t, asco T M 2 Ort3N = U1 wrL2 C j; Qo �ao BD. `. t' - _f zFt \a:LL�w I O{ > w III by .g V r\ . ^; �OLL !g A A jc)',� ` m� El 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z CI 0 W N M Oth z QL-MLn 0 U a .-. cc 00 Q z E� W M J 0 6051 Z LL o: N �o� OZ z��aU z� ZZ Z r4 � � Wg Z M O H rl LA N In o � ce /.\ {uW,i gzgo U�bZI ZO�!a�z UJIO�p UJ a~ � 0ga N N z65 d' z �M � F-- z z OJ g SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15,.25 JOB NO: 17-4136 SHEET NO. SN 1 (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS, FOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD 12 (TYP') VARIES TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER INSULA rION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EDGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8716" 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. 99HOOK (SEE DETAIL) TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Cr) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ II a NOTE:EXTEND W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E � L Z 6 MIL VAPOR BARRIER D • T COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 11-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 4 O.H.D. RECESS ail 11`MI �0 1 �11 I� I-11 SEE A/S3 OR JIS6 --- _1I ) I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR))/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE —\ (2) #5 CONT. ON 3" CHAIRS (TYP.) (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E 6x6W1.4xW1.4 IN WWF OR FIBERMESH `v' T 81 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �,S FOR ADDITIONAL SLAB INFORMATION. 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, V O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK L 2""x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24" OL O.C. OR 5/8"x10' WEDGE ANCHOR a a 4 A.F.F. @ 24" O.C.) 2" . 31/2" MIN. a a. Q `. 4. ° a ELEV. 4-3 1/2" Z . A.F.F. O ° . e 4 2x4 CONT. °' ° d00 CN _ •. L - ° ° A TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/- 2"x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 6x6W1.4xW1.4 @24"O.C.) WWF OR FIBERMESH 1 - 11�711"�iiMIA 11-�11�111-�11-y11.��%= ±, • ° .WI . ■ o I 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD _ #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "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. SPACED EVENLY r 2x P.T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° 1 I I -I I I -I I I -I I -I I I -I I F NOTE: D. D° g IIIIIIiI�IIIIIIIIIIIIIIIIIII1111111 N *FOR BEARING WALL ( EIllii�llli��Ill��illlii�l�l T W/ UPLIFT ONLY _ - - - - - - - - ---1 I - - - - - FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH 4" a A A L . a SCALE: 3/4"=V-0" D S3 �< Wag III �=11=1-"11=11=11— =11:- • - MIN. TYPICAL THICKENED SLAB EDGE rL SCALE:3/4"=1'-0" S3 —II-11`e ■• u• ■�� a.—n. u hlr •m :ILIt�II iglu y11.- SEE A/S3 OR J/S6 L�T_I ! FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 10/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 E 1/2"(min.)- 4" �31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW �2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �-(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". -4NSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH • - .II�:11.-11III-11`Ih�11:—II!7I=II= . =->r�-i1==71=11=l�=II==II=n . A■ I A ■ SCALE: 3/4"=1'-0" • I • 1 ----- -- -- ----- - ,�I� • • h1-ail—IL=11• . - • - - -Pull 11`= II'�11=11=11=1 �---------L------------•�------ � =Tf �IhL: �' — '� • • • 1 • �II�II'.�I . •. •• V�Q sv opo- eCS' 1d,M 2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK. 0 K.O. BLOCK -USP SPT22 @ EA. STUD SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-O* � CONT. BEAD SEALAb — ° P ° . INTERIOR -3 1/2" 4. c d E L � ° T CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 6. M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" E S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8-O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT c E � j 6x6W1.4xW1.4 �l I `WWF OR FIBERMESH r, T-a a i K S3 CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6'. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8'- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2611 c E 6x6W1.4xW1.4 = WWF OR FIBERMESH r d 3" CHA ON IRS 8" 1'-4" 8" 36"MIN. LAP 136" MIN. LAP] (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °Q FOR STRUCTURAL BEAM SIZE & CONNECTION INFO PLATE $ pits^ o.s.s. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION co ATTACHED PER NAILING W L_ SCHEDULE U-0" FIN. FLR. SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS Il-1= 7T��11 loll"�71 TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1 M" 0cf1c QQ Ct10 VARIFS R .. R IAH A .. IAW A � C OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (d) S.G.D. ( M SCALE:3/4"=V-0" \, S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD E v CONT. FOOTING STEEL MAT REINFORCING. r ' M ;0 Z GRADE W =1I1=III I z w E I-1=1 ° I • �=1=1 I -III �I 1=I I1=1I I-1I1=I I 1' zo fn = o_ W LL.-- U — a — — I11=1=lIIEl I m I I III I I III=III--; OOTING III III -I I 1=1 I -III -I I III -III -III- U I I I I11TII I II I II I I� I I1 ,I I ...I I I=I I I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Ln r r z c Z z Q J iZ z C �--� LU p -U — w O tn f' E o U _ �'M t— E 8 cn E v M O - CO0 Q o A, B D• " c scan c Ei co inz/e r ' `aini il U_ 1 g&,`: ✓ fat { ut A fit' :mY. �2E CI To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 W N 15 05 M O M Q�-MOLA a V1•iv- Q L_ uIn - CL .� Q Ov0 E z W J � d' J 0u_W zz Q o o z zaV z��8 � �sizz�� c� 88 N Q 80 �i OSWN a O zz T-A Ln N LA w�°3 c Z LU a0 gzM LZ J aUj I— x-grZ azd � $s~9 `� �j�g zo � �5 N N oz� a~ zIII M g za SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15n,25 JOB NO: 17-4136 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND ( FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE —i 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\-2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP ` PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD ! (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID *+ POINT EVERY OTHER ' STUD W/ (3)10d NAILS CRICKET AS REQUIRED + -71 SINGLE 2x CONT. BASE I! PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD i USP SPT22 @ EA. STUD—� 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) V-ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3"DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @8"O.C.OR4d DRYWALL NAILS rrnl, WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUTNOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 r . • .• . �. ... • - • � • 11 .all lil.1— Mill IIIII �IIlI IIlI NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL " r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL 77 SCALE: N.T.S. a SCALE: N.T.S. a E a POURED CONCRETE BASE FOR OTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 518" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING -Ct 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL Q' a . d ° . . a DOOR STOP w v .. ° .. . a Q MOLDING " Z Q a a co 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE AIS3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Tom/ 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1) USP LSTA30 (2) (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER S4 BOX HEADER ONLY (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE •2x STUDS TYP. -USP HTT16 TYP. U.N.O. SEE N/: ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. /8"xl0" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION X P.T. PLATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 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. ,-CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8716" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90• HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE SCALE: N.T.S. S4 PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF . A8. SPLICE STAGGERED @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ Y616d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS USP SPT4 USP SPT24 C SP SPT4 2X TOP PLATE ::7'\ OVERLAPPING TRANSOM FRAMING SEE SECTION AA/Sl AND BB/S1 FOR ADDITIONAL DETAILS \-USP SPT4 RECESS LINTEL A C USP SPT4 USP SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a as a. USP- SPT22 USP SPT4 ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) INTO TRANSOM FRAMING SPT4 I I USP SPT4 10d NAILS @ 6" STAGGERED <o I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a \I 1 2X8 P.T. BOTTOM PE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) C SPT4 " ESP TRUSS ABOVE /^ 2X BLOCKING -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. -MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAG GERED N N TRANSOM FRAMING 0 o BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 4-1 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 ID�LO z 8 z�z a) amn CL Z Ln U' W cn 4-'-J LU �r 0 c D- un V) _ E I o C)goo L E -8 RN m @g-Mi Ooo = 8 M `� o ��10 �Y Qrn � $° 0 A 1 ".0 B.° Z � F=; s� LL Og , r "�- �i,'s 4 •.. W �. bESS1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O Z N 0 (v N V) M O M M L^ O z U" p U_ IJ M a �� z� Z � J ON! a! a. o aU _d� zl Z yN Uj LIA c'V LLn 12og IZ/ Q Zo R�� O z 5, > _j aW Z W i 7 0 p Y� M O ��a�o8 N NZ z CD u_ > 0 Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. S4 USP HGAM10 W/ (4)- 1/4"xl-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL SHEATHING DETAIL 2"x4 flOUTL00KER7 @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER 24" @ "L" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2x4 " " 0 C (OPTIONAL - SEE 2x4 OUTLOOKER ATTACHED W/ 10d NAILS 4" @ BLOCKING FOR OUTLOOKER @ 24" O.C. ELEVATIONS )TYPICAL SEE STRUCTURAL BACKNAIL W/ (2) 16d NAILS @ FIRST FOUR ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS " 4 MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAIL 5 SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER @ 8 -0 O/C. 2x8 SYP#2 BRACE TO EXTEND LEAST 90% OF @ USP 2x4 CROSS BRACE APPROX. 8 FROM RIDGE FASTENED AT " APPROX. 8" FROM SHEATHING TYP. 2x4 "T" BLOCKING MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) RIDGE FASTENED AT N "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8"FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END EACH JOINT 2 () 10d & (2) 10d TOE AT LEAST 90% OF WEB 2x4 BLOCKING @ 48" O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d TABLE) USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS "L" BRACE ATTACHED 16d NAIL ' 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ ' FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST 4 ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD " . 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES 11 TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" O.C. FIELD GABLE TRUSS WEB 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12 O.C. FIELD END TYP. TOP & (2)1sd NAILS �� �� SINGLE L BRACING DETAIL s THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER MATCH BOTTOM CHORD ( @ 6 O.C. EDGES AND 12 " " 2x4 PANEL BLOCKING @ 48 " 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL SCALE: N.T.S. S5 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS BLOCKING, FASTEN WITH 10dx3" @ 4" O/C DIAPHRAGM FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36" 48" O/C MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3' @ 4" O/C O.C. GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0' MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE STUD WALL TRUSS VERTICAL O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" O/C MAX.) VV17-10dx1 1/2" AND TO MASONRY W/ (3) 3/16x "21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"xW "L" BRACE NOTE: IF EMBEDDED TAPCONS. SECTION FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 SECTION 4 WEB; USE CISS OR GABLE "T" BRACE � SCISSOR MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. Srj SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER 91 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP M " CHORD BLOCKING N INFORMATION 1 . WOOD TRUSSES 00 11 00 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/2-16d AT EA. TRUSS JOINT (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 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ (D = 0.148, L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/C W/ 2 -16d TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5, 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT 1 1 111%jw%dV ww I I V 1 .,. Aw .�1.r...11... 2"X4"MIN. SEE M/S5 V CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL J S5 VVI\ 1. V1-/'Y \I. — ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MINIMUM (2)16d PER JOINT SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2)16d NAILS W110d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR 2x4 "T" ON TOP OF PANEL) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) vvl. 1 . uwu°a uvr nun 1v t 1 I r.) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"0/C TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) `BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER OND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. EACH STUD END JACK 1 V-0" MAX. 0 90,E CORNERJACK C7 Y ° a a W z oc 0 U HIP FRAMING REFERENCE PLAN 0 z w a_ 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n t- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) -r BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS 31 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 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) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION �Ln Zv) am Z Q J Cz Q) C cn •I--i w � p ow D u- �VT U o0 in mM w ' F_ E —8 C W M �Ovc� 000 " 0 CL Q do A' 0 Do NCBYDC ket WJ .'� N O 4- W . " c LL�,A% s:rj71;1;4�.100 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O z N O a� M O M Q -gyp Ln L a Q 00 zM WJ 40 J f 0Z z I - �� 0 <0 ?zlZZ C odw J 84 W N z0 M O � n Ln N In o� W Q r�EM� LU a � O e 1 �Ozzd c M z z .. ~O .. g z J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. S5 USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS TO STUD 2x STUDS @ 16" O.C. & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2)10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2"x BOT. PLATE W/ (2) -10d @ 6" O.C. 2X4 RIBBONS, EACH W/ 4-16d BEAMIGIRDER NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. e ; USP HTA20 @ EA. TRUSS W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR FLOOR TRUSS/JOIST PRE-ENGINEERED FLOOR TRUSSES TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK r� (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (21 LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR R OF>PITJCH 4:12 OR LESS. c C 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) FOR UNDERLAYMENT INSULATION BAFFLE SHINGLE ROOF REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION PER SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL = NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS in W c = W/ (4)16d TOENAILS TO TOP PLATE 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d = w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD =INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 1000 S . B R <FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR II MOISTURE BARRIER J 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" ` GYP. TYPE " X' @ GARAGE ONLY) W/ 1318' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB "XWX16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-10d x 1-1/2" NAILS TO STUD & 8-10d x 1-1/2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL fq BAND JOIST *USP MP4F @ 24" O.C. w/ 12-8d NAILS 1st FLOOR WALL USP LSTA24 STRAP w/ 8-10d x 1 1/2" NAILS — TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S SCALE: N.T.S. m 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE MP4F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. SPACER BLOCKS © 1 70^" "r CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. �S6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M cW� 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C 1x WD FURRING @ 24" O.C. a w AT GARAGE CONTRACTOR FOR THE FIRST 8'-0" OF END BASEBOARD N TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 .� MUNICIPALITY 410 6" BELOW GRADE DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d c @ 4" 0/C, 2 ROWS STAGGERED ,. a •:.e FINISH GRADE M •' •' °O FLOOR TRUSS SEE FRAMING PLAN 6x6 W1.4xW1.4 _ • a .. . 4 . Q z r FLOOR TRUSS WWF OR FIBERMESH _ .. ;- SEE FRAMING WEEP SCREED •� PLAN INSTALLED PER MANUF. STD. 90'HOOK 2"x4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3" CHAIR 4" (SEE DETAIL) 0/C FOR THE 1ST 2'-0" OF 10-10d X 1 1/2" NAILS INTO W/3"MIN. CLEARANCE END WALL W/ (2)1Odx3" @ EA. BLOCKING TRUSS & MIN. 4" TYP 2-STORY WALL SECTION END INTO 2"x4" BLOCKING JIMEMBEDMENT IN CONC. SCALE:3l4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS m DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" �S6 NOTE: SEE TYPICAL WALL SECTION SEE SHEATHING SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE (1) ROW OF 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'-6'. (2) 5/8"DIA. x 10" "J" BOLT W/ 8" ROWS OF 2x BLOCKING @ 3rd PTS EMBEDMENT @ 24" O.C. W/ FOR WALL HGT. > V-6" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. �X_ TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ,A , • do . is 81 1'-8" r 8„ CLEARANCEM N *�:r(3) #5 CONT, ON 3" INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. B (2)- 2x TOP PLATE BEYOND 15/3ross II II EXPOSURE 1 II SHEATHING II II II II PROVIDE II D it II II BLOCKING AS I II REQUIRED PER — SECTION X-X IF II NOT FULL II HEIGHT SHEET C II II II II u II II II G FLOOR SYST -----= r--�tr—=rr== 15/3YOSB II I I II II I I EXPOSURE 1 F i I II II II I SHEATHING w III 11 II II I = III SOLID 2x o III III III II II II I III II II II I BLOCKING @ ALL III III II C II I SHEATHING EDGES (SEE III OPENING III II II I SECTION X-X III II I II a v II III II C01 — — II III x— ELu III III III II II III II II II I 2xSTUDSLU Tl 1r III I I I II I p l II I I II BEYOND. III I I I II I II I II II I I SEE PLAN o III I I I II I III II II II I y III I I II I 1_I1__1LJ III 11 II II I 2x4 P.T, BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM MAI 1 r1 r'\/A'rJ^k1 111A^MAII j 4 FT. ------------- I I Q31 I I 1O L---------------------------2- 5 FT.I 4 FT. O 5 FT.I 4 FT. ------------------0 I I OI O I L---- - 4 FT. Q O ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ - 16' O.C. W/ (2)12d TOENAILS T/B 1 Od NAILS @ 8" O/C TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ROOF NAILING SCHEDULE: NAILING ZONES (SHINGLE AND TILE) ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6' O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4' O.C. ON EDGE AND 4- O.0 IN FIELD (NOTE: IF SW PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1)11' PLYWOOD (TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24116 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM 11T SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118" 3/8" "S" = NAIL 318" SPACING I S 3/4" I S 112" I 7� t/2" S t1^ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING Q NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL Q NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL @ NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL NAIL INT. AT 3' O.C. W/8d COMMON NAIL Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL QF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d COMMON NAILS @ 4' O.C. QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/7 • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W/ W16" OSS FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 21 8d NAILS @ 3.O.C. C WALL SHEATHING INSTALL. S6 & NAILING SCHED. oF� 04 R�OR 4 FT 0 J a z Z W Cn I O a Oo82 9 pmmLL� Z_ U) gLL� NW&p vma M 0 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S� INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 f WWF OR FIBERMESH A. E e "' -III—I I I_I I I —I I ' • '•. • A' • . IMII—III ::•• -1 � I —III I I a ,• •• .• ; 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 14 1) 2 1 2 (1) USP LSTA30- 4'-9 (2) (3) (2) (2) (1) USP LSTA30 9'-16 (3) (3) 1 (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 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. Co FINISH GRADE r IIII;II �� - III-III=III (3) # 5 REBAR ON 3" CHAIR 4" 1 t8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. V S6 Z c Z rO Z� Q J CzZ V) (1) U—) 4-J U—) w o_U — .LwO = o�(DM Vi = ~ o0 m n U ~ —8 mM C m co .2 co 000 _ LL 00 = Y Q °ol 1� C$L, a �i Q o A' NCB�DC •lit UJ �1 U. -ru. oz� {i1 Uj n H I:, LL W �$ dAn _X%_ o' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N OWN N tY f O z M Q � M Ln WON el Q Ln L_U_ a tjrn a00 Q O W Z M J d" J 0 Ir z Lu L. in 2 z 0 < 0✓ a U W to $43WN N z® Ln N Ln 03 o O Q^ M F1 ��om6 ro z LU CL WUj a L80 �a Wo8� �- cv I o Z .. .. Z 0 a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11 J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED AND NAILED TO LANDING BLOCKING D 2x4 PT NOTCH INTO STRINGER H D 2x8 BLOCKING FOR STRAP L-1x4 blocking 20" FLAT STRAP NAILED TO RISER AND E THEN WRAPPED AROUND STUD (USP MTW12) - PLAN VIEW SCALE ': = V-0" THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2X4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH ALIGN THIS STUD WITH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FACE OF 2ND RISER 3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN" A AND ? GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER STRINGER MUST MAKE FULL 2x4 BEHIND RISER CONTACT WITH LANDING BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD FLOOR UZI STOP J7,/,� 'ILL JOIST 2x8 SYP DRYWALL STOP MUST 121 A I NOT TOUCH STRINGERS 79AININE-61 SYP 2x8 SYP 2x8 SYP PT NOTCHED IN D NAILED TO FL( STRINGER CON' 2x4 CUT G. DOES NOT BEAR IN WALL GLUED TO 2x8 SECTION VIEW "A" FSTRINGER MUST MAKE FULL CONTACT WITH LANDING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP B IN WALL 2x6 SYP 2X4 CUT ON BEVEL DOES NOT BEAR IN WALL SCALE: 1" = 1'-0" E 2X4 PT NOTCHED IN AND NAILED TO FL( AT STRINGER CON7 SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED "PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING x SYP CUT TO FIT BEARS IN WALL F94 x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D SCALE: 1" = 1'-0" 3/4" RISER CUT TO FIT10 3/4 PLYWOOD ON DECK MAINTAIN BETWEEN T" AND J' GAP TOP AND x8 SYP GLUED AND NAILED TO BOTTOM, GLUED AND 2x4 syp FRAMING NAILED TO STRINGER blocking for strap (U x4 DRAFT 2x12 M STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED —� NAILEC 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS _ 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING x4 GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE4rT STRINGER CONTACT POINTS B `2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ T" X 2 4" TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:" = 1'-0" 3/4 PLYA ON DECK `-2x8 SYF AND N/ FRAMI I` 2x4 DRAF' STOP 2X4 BLOCH C SCALE: 1" = 1'-0" t TREAD SLUED AND NAILED TO STRINGER RAFT SYP DRYWALL STOP T NOT TOUCH NGERS BLOCKING FOR 2x12 PT UNDER 2x12 2X4 CUT ON BEVEL GLUED - AND NAILED TO LVL C� PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ T" X 2 t" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW SCALE: 1" = 1'-0" TOP OF STRINGER CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR FLOOR GIRDER PROVIDE SOLID BLOCKING OR 1 x 16" VL BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST, NEWEL POST SECTION VIEW "G" _BLOCKING SCALE: V. = 1'-0" SCALE: 1" = 1'-0" 0 1 HIM UUIVO I MUU I IUIN UM I f-\I LZ) (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT _TO )ISTS) 2X USP (1 u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" V Ul) Z o Z Z Q J cl- Z Cz V)' C9 � cn w p U O c E o .� ~ mN U W a� M W M O Oo ' = �= ti 0 m Q� o A B ' D. N C -D-C r � ra;;•1` � Seaga 1 WIM 7tY o ao`✓!f •� h. '@ LU a a > LL 18 g Q S y as` °p F L IL ;.J o v P....... , Ql E ^ S *8 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9 O Z N 0 � N M CD M < M Ln az cn•L� U) Q L_ Ln LL Q. ^ M ''•� Q C °° W Z�� J �- 0 LU W Wz a m IV)00 oZ 6 Z Z I.; Z z & .-1 LO N $4 $$ z® rn O ri Ln N Ln a Z Q ��z�� zHrzz Z W a wWoo IUJ<6 J �� Q _ �n �z � �a N 0 o CO z .. .. �— Z � � a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15m,25 JOB NO: 17-4136 SHEET NO. ST 1X4 /2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. JAMB(RE 1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8" PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.FOR FOR CONN. DETAILS CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING TAPCONS 3116"0 X 3-1/2" LONG FURRING #5 REBAR (TYP') AND NAILED W/ N COMMON I 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERE2X BOTTOM PLATE W/ 8d D 4" TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND W/ FACE PER MANUFACTURE MASONRY THROUGH „ MASONRY THROUGH �� 1-1 /2 DETAIL 3 DETAIL A STD. so . 90° HOOK (fYP.) JOIST NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" j/ TAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4]OIL t[N TE: P SHEATHING TO EACH END W/ MIN DOOR JAMB (REFER--,2" DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TTOM OF BAND D TO SHT. SDW2-K1 EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL IST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS n 10d @ 12 O.C. \_ 1 X 4 FURRING2X8 92 P.T. WITH 3/16"0 X 3" #2" NOTC @ FIRST COURSE P HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS 2X8 xl 112" SCREWS INTO BAND 2x P.T. AS REQ D 2X8 P.T. STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2X DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK t5" BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK ow SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4" MIN. A -A =1890 # FOR Z STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID w/GRour n 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31l4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) " x 2� :.•.,, BLOCK HEADER ARCH BLKG. & BUCK = TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND 8d NAILS AT 8" O.C. AT BUCK _ 4 " " X 1 WEDGE BOLTS 1 STRAP -1225 # I ( ) 2 x 8 45A DIAGONAL (4) 10d NAILS INTO ( LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION '° ` ;; (2) STRAPS 2450#)) BRACE(S) 2 x 8 BRACE/ BLKG. ' `` ` 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED - BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. -, .. . IN PLACE BEAM FURTHER INSTRUCTIONS. '• '.. �. '•: SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHANG-- BACKSIDE TO FIT ARCH 1od NAILS INTO 2 x 8 (4) CONNECT W/ 8d NAILS BRACE/ BLKG. AT EA. END RETROFIT TRUSS DETAIL N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\\,--2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 110 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2X4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2)10d NAILS @ 8" O.C. �FRygH TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + + �ENGr H PLYWOOD SHEATHING r_ n r- n 1 0 5 0 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR P� 2x6 #2 SYP @ 24" O.C. + + + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS + . "� ' WITH 14' x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >• ` •: ► '•� EMBEDMENT INTO �1/4 MAX ) " 2'-0- g PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT • ° • � . ►• • ..' ► ' • %: ►': #5 BAR t " • p +L7—:CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS 2X6 TO 2X4 USP RT3A + 2X4 SYP a ► +► ► ' c 1 X 4 FURRING BLKG. & BUCK EACH TRUSS ° d.. ' KNOCKOUT / EN► CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END 2 8 DIAG. BRACE B PROVIDE 2 MIN. () PROVIDE 2x CONT. W! 3 O — s� CONNECTOR �• — MONO FOOTING •a j °• ° PROVIDE x VERT. BRACES WHEN HGT. OF TUCK - (AT EA. SIDE BUCK - (1) WITHIN 4 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY—/ SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► •. ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () TO BE INSTALLED ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • 6 z 2 SEE PLAN °ffANDARD•� 4'-0" MAX PRECAST LINTEL . BUILT UP PLWD. BUCK- SCRIBE (NOTCH) BACKSIDE 7/16"OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR INHOOK ' N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL • -. • - • • - • • •. , �L 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. MD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . _ ♦ ♦ - . ;, ♦ :. L, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ` INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER � D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BARR IN N E EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/cc >• #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3" SIMPSON "SET' EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ W NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• O U A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '.:, , o' ► w a REINFORCING AS FOLLOWS: * " SEALANT -- ► e ¢ c 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. `' ;; P v 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. +;.. ;::- .,.. • :. ;;:: ..- 6" MIN. LAP SPLICE W! ,'-'`" `` ` ' �.. A ' > z 3 EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ''< REINFORCING PANEL ::;�:-•;::.�-;'::_: N N FILLED CELL SMOOTH. DO NO FURROW. " s: C. . ►.• n DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. '^'': ' w:., 6" MIN. LAP GRADE ►, p •' P I ° SET BAR IN EPDXY t" G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. g H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS e ► TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16"MIN. COVER EAWAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE DF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3l4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. QD z Q J o_ z w U — w 0 iti o Vi U o to CD M w — 8 W ~E a� c o2 � O oa C LL � Q� rn v; o A ' BD. N C B D C F' � Itar ll.Ut c, Q a .- Il: a'tA c• \ OOZZ ar � LL Z\\� t WEs 'Hilt ' ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O N Z OIL In M O M Q 0 'a d Vf "i d' HL_ L CL .-. Q CO Z WJ %D d- 0 w lri W z m � 0 CC� iOgZ}�aV ` Z Z Z � z N CS 3: 8 �i�0 516® co ��z ,-a n N WO� �3 0z09o� 0 Z �1 Q 0� o�z�� W Z W 1 — LU QWGzd�r ~~� W � W0M 5 } � cv N z ♦--I MoM T .2 W � �O Z .. .. > :5~ Z 0- SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. I 2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND 8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING *DIAGONAL SPACED TO BLOCKING AT 15'-0" O.C. MAX xxxzxxxzxxxx SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT (2 12d NAILS TO ► ROOF OR FLOOR SEE TRUSS PLAN PLAN SHEATHING Ck OF HIP/RIDGE, TYP.BETWEEN BLOCKING EACH SHEATHING FOR CONNECTION TRUSSES W/ (2) 12D NAILS EACH END FRAME OUT TO END TO TRUSS TOP CHORD 2X4 BLOCKING AT (2) SYP#2 TOP PLATE BLOCK EDGE EA. ROOF PANEL • 2X4 BLOCKING TYP. JOINT " BETWEEN TRUSSES TRUSS MAX LSTA30 EACH SIDE BLOCKING SECT. A -A A TRUSSES @ EACH END OF WALL • • A 2x4 #2 SPF KNEEWALL G.T. 2x4 SPF STUDS W/ STUDS @ 16" O.C. W/ ------------------------------J .� @ 16 O.C. WALL SEE C/S3 FOR STRUCTURAL SHEATHING i .� (2) 2x8 #2 SYP W/ /6 ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D SET BACK 2" PER ADD'L INFO. ) ON BOTH SIDE FROM TOP I O.S.B. FLITCH PLATE OF WALL TO BOTTOM OF • •' TO PREVENT PLYWOOD DETAIL C/S3 I SEE PLAN FOR BEAM BEAM, ATTACHED PER i BRG. INFO. SPAN FROM EXCEEDING ACK NAILING SCHEDULE. MAX 24" SPAN (EITHER USSES HIP SEE PLAN FOR DIM. BUILDER FRAME SIDE OR BOTH IF REQ'D) G.T ii II i RADIUS AS REQUIRED SEE FND. PLAN ° L i FOR FOOTING °" e' s'' i 2x BUILD -OUT BEYOND CONTINUOUS LATERAL BRACING - SPECS. °`•= ° NAIL OVER X-BRACE AS SHOWN- 12NAILS — v— INSTALL BLKG. AT TRUSS WEBS AT 12"" O.C. MAX A FOR NAILING X-BRACING-2x4 SPF OR SYP INTERIOR SHEARWALL @ TRUSSES w/2-16d@EACH TRUSS WEB NEEWALL aC� ENTRY FRONT WALL CROSS BRACING DETAIL JYP.)r—,`� HIP/RIDGE BLOCKING DETAIL 2 STEP-DOWN, WALL TO TRUSS 44 35 SCALE: 3/4" = 1'-0" SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" SCALE: 1/2" =1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS USP SPT24 TOP AND 8 FOR WALL BETWEEN CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED 2X4 STUDS & PLATES AT 2-0�, O.C. EACH DIRECTION TYP. U.N.O. U1 BOT. W/ 12 10d NAILS ROOF SYSTEM MIN. (2) 2x4 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. @ EACH STUD SPF TOP BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & PLATE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 MIN. 2 x 4 SPF I USP LSTA30 W/ (11) USP LSTA30 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d R UI D REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d @ 16" O.C. 1Od T L 10d TO PLATE & w/11-10d TO BEAM (2) 2x8 #2 SYP BEAM 2x8 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & - X 1 1U EACH d COLUMN & TO COLUMN W/ O.S.B. SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION FLITCH PLATE 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 COLLAR TIE USP M34 W/ 8d X 1 1/2 ° A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. -�C EVERY 3rd IL (12) ' 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER (2) USP LSTA30 W/ ' . NAILS @TOP &BOTTOM LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING (11) 10d TO PLATE & :� :: OF HEADER (REQ'D IF SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" (11)10d TO COLUMN I::I (2) 2x8 #2 SYP HEADER OPENING LARGER THAN O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D 2x4 SPF 2 (2) #7X 3-1/2" WOOD TOP OF 4'-0") W/ 7/16 O.S.B. FLITCH PLATE 4x4 MIN. OR BUILT-UP NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS TRANSOM COLUMN EA. 2X4 NAILED 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. SEE PLAN w/10d @ 8" O.C. MSTAM36 W/ (13) -10d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB TRANSOM OPENING 0(2) USP MSTAM36 STRAPS & (5) 1/4" X 2 1/4" TITEN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS B BEVEL CUTS ARCHED OR FLAT CENTERED W/ (13) 10d SCREWS EACH SIDE OF DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) NAILS AND (8) 1/4 x 2 1/4 TAPCONS. EXTERIOR CORNER F] BUILT-UP COLUMN MIN, 2X4 BLOCKING TOP OF IF REQ D I I I 2-2x4 UNDER EA. END OF 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP WALL SEE IF REC (2) 2x4 SPF I I I I BEAM. MIN. (2)-10d @ 8" MAX 8 EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. PLAN 4 SPF @ SILL PLAT �6�' P.T. SILL PLATE I I O.C. EACH PLY DIRECTION TYP. A O.0. DOUBLE 2X4 W/ USP I I DIAGONAL AT 8'-0" 2x8 #2 SPF RIDGE BEAM � IF REQ'D USP SPT22 W/ � } � � -I IMP34 @ TOP & BOTTOM USP MP34 W/ (12) 8dx1 1/2 2 X 4 P.T. PLATE MAX WOOD TRUSS •}C 2x6 RAFTERS FOR SPANS 4FT TO 8FT (10) 10d NAILS @ BOT1111 NAILS AS REQ'D 2X4 RAFTERS FOR SPANS LESS THAN 4FT 2'4"O.C. MAX. 10d AND SIMPSON SP2 W/ (REQ'D IF OPENING LARGER THAN 4'-0") O O @ w/ (3) 12-10d NAILS @ SILL COMMON TOENAILS TO RIDE BEAM 7 OPTIONAL FRAMING TO BE CMU BASE FILLED MIN. 2x4 P.T. W/ %"X3" MIN. 2x4 SPF UNLESS W/ CONCRETE SEE 2X4 CONT. AT CONC. MASONRY TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE O PLAN FOR SIZE T & B CHORD STEEL OR WOOD MASONRY OR 10d NAILS ELEV. FOR TRANSOM L BEARING SUPPORT @ 6" O.C. IN WOOD. i LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE A -A ALTERNATE BLOCKING W/" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END '~ DETAIL @ INTERIOR BEARING 3 (2) 2x BUCK ATTACHED DOOR OPENING KN E EWALL ENTRY FRONT WALL VA ul SCALE: 1/2"= 1'-0" PER PLAN _ WOOD TRUSS Interior Column A PROVIDE BLOCKING AT ALL TRUSS BEARING LINTELS AT ENTRY DOOR w/TRANSOM 5 (Corner shown. similar) 30 SCALE: 3/4" = 1'-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=V-0" (2) 2x4 SPF (2) USP LSTA30 W/ (11)10d TOP PLATE TO TOP PLATE & (11) 10d �! TO STUD SIM. EXTERIOR SHEATHING ROOF TRUSS 2x4 STUDS W/ USP ATTACHED PER NAILING SCHEDULE GIRDER OR BEAM SEE PLAN FOR ROOF CONFIGURATION SPT22 @BASE SEE SEE FL. PLAN FOR STRUCTURAL SHEATHING J/S6 FOR MORE GIRDER SPEC. SEE TRUSS PLAN ATTACHED PER NAILING INFO. FOR TRUSS 2 x4 TOP SCHEDULE BUILT-UP COLUMN A SIM• CONNECTION PLATEDOUBLE AT BUILD OUT VARIES W/ 2x4 BASE PLATE W/ WITH 44 OR OVER /UNDER G GIRDER. 2ND FLOOR WOOD WALL PLYWOOD SHEATHING ROOF SLOPE ' USP LSTA30 OR (4) 16d EA. SIDE NAIL w/10d @ 8" O.C. SEE PLAN FOR STUD ATTACHED PER NAILING MTW12 TO FLOOR OF THE BEAM EA. TO THE OTHER. OOF TRUSS SIZE AND SPACING 4 SCHEDULE WOOD WALL GIRDER BELOW @ 16" SECTION B-B 4" BUILD OUT OR TRUSS. 2X4 CONT. W/ (2) O.C. 2X4 P.T. CONT W/ 12d SEE PLAN 16d COMMONS NAILS EACH NAILS @ 8" O.C. TO 2X4 PLATES. 2x4 CONT W/ 12d NAILS @ 8" O.C. TO 2x4 PLATES. STUD TYP. T&B PROVIDE SOLID BLOCKING B 4" BUILD 2ND FLOOR WOOD WALL @ FLOOR TRUSS & MSTAM36 CMU WALL OUT SEE PLAN FOR STUD SIZE TRUSS OR STUD PACK TO MASONRY B AND SPACING ROOF SYSTEM SECTIONB- 16" FLOOR SYSTEM FLOOR GIRDER EPDXY ANCHOR W/ 5" MIN. SEE PLAN FOR SEE PLAN FOR EMBED. INSTALL PER MFG. v DIRECTION CONNECTION SPECS. P.T. #2 S.Y.P. 2x4 PLYWOOD SHEATHING ATTACHED PER NAILING 2X4 P.T. CONT @ B 16" O.C. W/ 1/4" PLYWOOD SHEATHING B 2x4 CONT @ 16" O.C. SHEAR TRANSFER SECTION @ FLOOR FRAME WALL BASE PLATE SCHEDULE TAPCONS @ 16" O.C. ATTACHED PER NAILING SCHEDULE W/ 1/4" x 3 1/2" LAG SCREWS @16"Q.C. EXTERIOR. WALL 7 CONNECTION 22 GIRDER/BEAM CONN. PLAN VIEW OF 4" BUILD OUT 32 PLAN VIEW OF 4" BUILD OUT 34 33 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 1/2" = V-0" SCALE: 1/2" =1'-0" ALLOWABLE UPLIFT 2510# U� (D z CO z Q J (D Z C .- w •U — O(DLr) E _ v) �� ~ U o mn mM ~ 8 O O0 _ °' U $�00 gam � Y Q cm t�()• qg Of Q 0 _ A ' B Do N CAD C „r� I is tli �z�_ .. HS3 W •ppa� �_ lG ►4 a "11 � rn�CJ LL 0., — WEI, 9 1 A. .. g„ F E S S III lit, , .��t� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N Oft-, CA M O M a -I Ln G. to •� d' L- H N U- a ,-. Z M Q 000 W z J 0 U,fEz U,wZ a �1,-�tuAQDo, gag �fzz z �S 84LU rN-1 z M O J In N Ln ...I F0 � O Q <-a bpzms Z L1J 0 1 > Lu I..L �' w I a CZ 0 1. g J `/ 06 � " g m U) ft26g N Zoz' O �N z O M i- > g W P-4 _ a U) SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. D 1 I (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS BENT OVER TOP PLATE TOENAILS 2x4 TO TRUSS TOP TRUSS SEE R/S6 FOR CONNECTION INFO TO CONNECTION IF MSTAM36 CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER / THEN DOWN THE USP SPT4 W/ (6)-10d X 1 1/2" TRUSS. SEE PLAN FOR OF HEADER/STUD W/E @ 24" O.C. EXT. SHEATHING MASONRY WALL 0 BELOW AND ALT. CONNECTION. (22) 10d NAILS NJ (2) - 2x SPF TOP PLATE FLUSH W/ TOP 2 OF MASNORY & 8d BLOCKING INFO A Q SEE PLAN FOR CONN. @ 2 2x HEADER SEE PLAN L( 1P SEE FOR BLOCKING NAILS T/B FLANGE / 0 / 1. APPLY SUB (3) 2x #SPF W/ (2) TOENAILS T B dINTERIOR HEADER I DETAILS 2x STUDS � � FLOOR + ADHESIVE TO STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (2) 10d TOENAILS AT EA. (1) 2x SILL PLATE W/ (2) 12dTOENAILS. © 2x4 CONTACT 8" O.C. EACH SIDE END OF SILL. MAX. EXTERIOR HEADERS SURFACE 2x4 #2 BLOCKING U.N.O. ON PLAN �. 1 2x SILL PLATE W/ 2 12d TOENAILS. OPENING WIDTH 4 FEET. () ( ) �. OPENING LARGER THAN 4 ft (2) 2x I FLOOR SYSTEM I IX SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST B 2x4 SIDE BRACE AT 48" O.C. IF OPENING IS GREATER THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE EXCEEDING 6 FEET. OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON A MP3 CLIP IS TO BE MIN (3) 2x #2 SPF STUDS @END • ; ; CORRECT BLOCKING w/ (3) 12d EA. END • ' INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D ------------'------------------� •° G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK FLOOR DECK JAMB INFO 1/2" GYP. BOARD OR BLOCKING WALL 2x CRIPPLE AT EA. (2) USP MSTAM36 STRAPS w/ (8) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD END OF OPENING TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS ' • SHEATHING (MIN. 7/16") JOIST SEE PLAN FLOOR TRUSS/ NAILED TO STUD CENTERED ON FLOOR SYSTEM TO '' VERIFY W/ PLAN 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) I -JOIST SEE PLAN PACK w/10d NAILS FLOOR DECK MASONRY WALL BELOW. CONTRACTOR WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM @ 8��° c FLOOR TRUSS/ I -JOIST SEE PLAN MAY USE (2) SIMPSON MSTAM36 STRAPS TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 10d NAILS & (4) Y4" x 2Y4" TITENS INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" = l'-0" AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID WOOD WALL IS BELOW USE (2) MSTA36 n _ ' _ " SCALE:3/4 -1 0 GABLE END RIM JOIST O.C. (MAX) AND @ EACH END OF WALL UNDER SIMPSON (2) MSTAM36 W/ (7) 10d NAILS & (4) Y"x2Y4' TAPCONS PROVIDE BLOCKING BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 10d NAILS OR (2) SIMPSON MSTA36 STRAPS w/ (26) 10d SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SEE R/S6 FOR CONNECTION INFO TO CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED NAILS (ALLEDO INSURE ID BLOCKING SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL (2) - 10d TOE NAILS EACH SIDE EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED EITHER USP S MPSON STRAPS ARE ADEQUATE FRAMING ATTACHMENT 1 BLOCKING DETAIL 2 GIRDER/COL. CONN. @ 2nd FLOOR 3 HEADER CONN. 2nd FLOOR 4 SCALE: 1/2" = V-0" AS NOTED SCALE: 3/4" = V-0" SCALE: 1/2" = V-0" SEE Q/S4 FOR O USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x612x8 CRIPPLES @ 16" O.C. JAMB STUDUSP SPT4 W! (6)-10d X 1 1/2" TO STUD & TO TOP PLATE NOTCHED @HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP @ 24„ O.C. � USP LSTA24 W/(18)-10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED C- : INFO BELOW ON CONNECTION OF PLATE SEE PLAN 000 0,0 oao. o0o CRIPPLES IF LONGER THAN 8" TALL. P. 2 - 2 x 4 SPF O USP RS150 W/ MIN. 12" END USP SPT4 W/ (6)-10d X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2x HEADER TO SIT A TOP PLATES LENGTH ON STUDS W/ (11) 10d (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAIL BACK LEG OF CIPPLE TO (2) NAILS TO STUDS ABOVE & (11) 10d OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE NAILS TO STUDS BELOW. THE FACE OF DER/ STUDS __ _ _ _ _ _ _ SEE OR S PLAN F SIZE ej 2 x 4 #2 SPF STUDS C AT 16" O.C. U.N.O. O USP SPT22 W/ (6)-10d TO STUD & o W/ (22) 10d NAILS 2 2x HEADER SEE PLAN O NAILING AREA (TYP.) 2x6 / 2x8 WALL BEYOND SEE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER G (2) 2x HEADER (4) - 10d TO PLATE 2x #2 SEE PLAN FOR COL. SIZE � :��(2)USP ( ) ( CONNECTION E PLAN SE E 5/8" A.B. @ 24" O.C. AND 6" FROM O MIN (3) SPF STUDS @ INTERIOR HEADER MSTA36 STRAPS CENTERED �- EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 FOR -� (1) 2x SILL PLATE W/ (2) 12dTOENAILS. � v w/ (22) 1d NAILS OR (2) SIMPSON SEE STANDARD HEADER DOUBLE 2x6 OR 2x8 TOP • AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO ,� EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN CONNECTION DETAILS FOR 2 x SPF EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2)12d TOENAILS. FLOOR SYSTEM OR (EITHER USP OR SIMPSON STRAPS MORE INFORMATION 12d NAILS AT 6" � BASE PLATE O USP SPT4 EACH STUD �� 2x CRIPPLES @ 16 O.C. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE M 2-STY. FRAMING ARE ADEQUATE) � / O.C. TYP T & B \ USP OR C B H B C PRE-ENGINEERED @ HEADER / JAMB CONDITION FLOOR SYSTEM OR IF BUILT-UP STUDS ARE W/ (2) 12d TOENAILS T/B , (2) - 10d TOENAILS AT EACH END OF BAND JOIST & BLKG. @ 2 2 x #2 / �' SPT8 @ 24" o.c. _KNEEWALL OR BEAM WAN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 OR LVL GIRDER SYP U.N.O. S / SPACED W/IN 6" FROM OPENINGS (2) - 2 x 4 SPF 2X CRIPPLE AT EACH END OF FEET). IF OPENING IS GREATER (BLOCK SOLID) \ AND MULTIPLE STUD PACKS TOP PLATES OPENING NAILED TO STUD THAN 4 FEET, BUT NOT EXCEEDING 6 FEET, A MP3 CLIP IS TO BE SEE PLAN FOR 2 x CONT. T & B — — OINTERIOR HEADER G PACK W/ 10d NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 2 x 4 #2 SPF STUDS EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE __ _ __ _ _ _ _ USP HTT45 BASE W/ AT 16" O.C. U.N.O. (2) 2x HEADER G OPENING LARGER THAN 4 ft (2) 2x SILL FLOOR TRUSS/ I -JOIST SEE PLAN (18) 16d NAILS & /8 ANCHOR BOLT W/ BOX HEADER SEE PLAN E F TYp F F PLATE W/ MP3 CLIPS EACH SIDE 2 x 4 P.T. O STUDS UNDER 2nd FLOOR HEADER USP MSTAM36 STRAP() S CENTERED W/ (8) 10d NAILS TIE BEAM MIN. 6" EMBEDMENT (2) 2x TOP PLATE (2) LSTA12 WRAPPED UP D o. a o°o opo oao BASE PLATE ARE NOT REQ'D TO HAVE & (5) 1/4 TAPCONS. CONTRACTOR MAY USE PROVIDE BLOCKING �— AND OVER PLATE 2x CRIPPLES 16" O.C. W/ USP SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B SIMPSON MSTAM36 W/ (7) BELOW JAMBS a• ti ,• a' .a SPT22 & SPT24@(OR SPT4) — CONNECTORS 10d NAILS & (4) Y4'x2%4" @TOP PROVIDE EXTERIOR SHEATHING 2 ST. I NT. BEARING WALL ATTACHED PER NAILING SCHEDULE TAPCONS INSTEAD OF USP STRAP. EITHER STRAP IS ADEQUATE PLAN TG FOR F. REQ. PROVIDE 2 O CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCH JACK STUDS W/ - TOP & (2) AND EXTERIOR SHEATHING CAN STOP ONCE UNDER HEADER CONN. @ 2nd FLOOR TO HEADER STUDS BELOW HTW20 BASE TO HEADER 5 LOWER ROOF. 6 2 STORY COL. aQ GIRDER (IF CRIPLLES ARE LESS THAN SCALE: 1/2" = 1'-0" SYSTEM 42 SCALE: 1/2" = 1'-0" � 8" LONG NO STRAPS ARE SCALE: 1/2" = 1'-0" REQ'D) o A ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE PhrCONNECTION DETAILS FOR TO STUDS TO MATCH CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED MORE INFORMATION HEADER STRAPS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) LSTA24 (2) 2x HEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ 6 10d X 1 1/2" () 2x4 STUDS PER PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF 2) 2x HEADER SEE PLAN' USP MP3 EACH END TYP. HEADER/STUDS W/ (22) 10d DOUBLE 2x4 FOR OPENINGS LESS THAN 4'4" WIDE, (1) USP LSTA30 STRAPS BENT NAILS 2x CRIPPLES @ 16" O.C. TOP PLATE SILL MAY BE ATTACHED W/ (2) -16d OVER TOP PLATE THEN DOWN USP SPT4 W/ (6)-10d X 1 1/2" W/ (2) 12d TOENAILS T/B TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 10d NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2)12dTOENAILS. 3" 0/ �c 2x CRIPPLES 16" O.C. (2) 2x HEADER SEE PLAN @END OF HEADER. SEE EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. F48.¢TOp 2x STUDS @ 16" O.C. @ INTERIOR HEADER Q/S4 FOR REQ'D JAMB TOP SPLICE W/ (2) 12d TOENAILS T/B (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x MAN. E E EXTERIOR HEADERS SILL PLATE W/ MP3 CLIPS EACH SIDE , (2) -10d TOENAILS AT EACH END OF SILL (MAX. OPENING 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x 2x CRIPPLE AT EACH END OF OPENING NAILED TO STUD (2) - 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). ' ALT. HEADER ANCHOR WIDTH 4 FEET). IF OPENING SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 10d NAILS IF OPENING IS GREATER THAN 4, 8 IS GREATER THAN 4 FEET FEET BUT NOT EXCEEDING 6 FEET, ' BUT NOT EXCEEDING 6 FEET, MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL A MP3 CLIP IS TO BE INSTALLED AT PROVIDE 2x4 ON ' ' SCALE: N.T.S. A MP3 CLIP IS TO BE INSTALLED AT EACH END OF HEADER SEE Q/S4 FOR EACH END. FLOOR DECK TOP OF 2x8 TO ' REQ'D JAMB INFO BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED (2) USP MSTAM36 STRAP(S) FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING NAILED TO STUD PACK W/(22) 10d NAILS CENTERED W! (8) 10d NAILS 2X CONT. RIBBON W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND W/ 10d NAILS @ 8"o.c. / �,r� FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM DOUBLE AGAINST 2x8 FLOOR TRUSS/ I -JOIST SEE PLAN CONTRACTOR MAY USE SIMPSON (2) MSTAM36 W/ (7) PROVIDE BLOCKING 2x8 TOP STUDS PLATE SEE PLAN FOR BEAM 10d NAILS & (4) Y"x2Y4" BELOW JAMBS 2x8 STUDS 11 2x4 W/ 2 ROWS SIZE & CONNECTIONS TAPCONS INSTEAD OF USP NOTE: PER PLAN OF 10d NAILS STRAP. EITHER STRAP IS PLATE LENGTHS MUST BE @ 3" O.C. HEADER CONN. @ 2nd FLOOR ADEQUATE HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL 9 10 11 SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" U'Lf) z cr) 0 z to J f1 z V) (D (1) <n U — Ow N = o U dM M w — $0.2o W E C o 0 .co 2o 0 1 �LL Co Q rn Ln$� 4 0 B Ds C,4 o ��,itii�E1 N ��pp N 00 IN 3� N , Z. L.L/ In �• o � t E W �� ua N LL go To the best of the En i/r�r's kn le i orm??�{p ��a d belief, the structural plansIPdpp jfr,�tjgy� lJI ed within these drawings comply w' }}��bId�ias Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z cV 01� �,(AM0 M a �n•L� a a U_Ln a Q 0000 � WJ z � CD 0 &z WLL W Z d � u'�i<0 a z>Z � Ns z �{µZµµ{uuii z 19 p & W �360 rNl Paz® ,-a n N Ln W J Q Q he c o .0 z ^ w oW� oon. z �o z LUa Q ��J_ �98 06 8$W A CW >- zg O �a�g $ ~ z O M F_ > ~ OJ z w g z SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 1525 JOB NO: 17-4136 SHEET NO. D2 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE - BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape S DO NO" BOTTO FLANGE SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW Scale: NTS ' WEATHER /E BARRIER & :ARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER \ RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING =D FLASHING (SEE DETAIL WP07) E aM ASHING �0j a WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER L D THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WP( SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST STALL SELF -ADHERED ASHING JAMB & HEAD ASHING. SEE ANGED WINDOW EE DETAIL WP01) :LF-ADHERED FLASHING, :TEND A MINIMUM 6" :RTICALLY FROM )TTOM OF iRESHOLD SELF -ADHERED FLASHING PATCH I.l�•�7��Fy.tl�re7 0 0 0 0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH G SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZEP AcouAI r RUBBERIZED ADHESIVE ASPHALT ADHESIVE F- SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST HT , OUTSIDE CORNER ' • SCORED RELEASE PP (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as #an each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTM C1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED F, IVA NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all u7 (D .- Z M 0 _ z° z Q O J 1 Z U n� n, 000 Q) N w Q w D_' O Of o U) /i (Z o 0 m� U U L.LJ F- E $ a) m c m cv) E!v N O - ® o0 LL00 U4) OfY 05a o Q rn O st <6 A 0`B°` B D. �= N N L N o 8 rn NUJ o oNo �ZW��t ` ti P iz O a !n N g rzL1J W y f° 2 � L.L a ii .2 p Z 0 U) C d Q _ UMu! U)Aono Z Erna mm W Q0)B- N J o O < O 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O (U N " 4.J O Z M Q Ia- (n •� d- WON QL- LL Lf' CL E Z �? ry �-' W J� f 0 w 8i 0 LUZH`na CIO OfZ0O z> Z zutd ZZ�Z �U Ea ,u O,n 0(no�Wo �I-CL0Z W =CY) W �J O ,--I N J N tV In Q ,--q Lli ZNZ QCe WQ�Q°3 f/f YYV Q' 0I Q Z v000Wp 0NmS 0 Z Z LL. Oj W 0Fi �O�ozZ w •-O Nozoo JWUZ5 a� _ _1 \,� O S$�o� I A V/�I- W O LL Z XS N �yQZZZcV Q O '.4 WQO W.I. J Q l- LL z ... Z Q z OO a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 15m,25 JOB NO: 17-4136 SHEET NO. WP O U) C0 N }, U L_ USP Florida Statewide Florida Statewide 0 Stock No. Product Approval No. Evaluation Report Simpson Evaluation Report N O Basis Stock No. Product Approval No. Basis � Co -0 � O)U (2)� = C = C� Co N -0U 5 0 .� o O_ L0 � Ca C6 CU O > O (3.)Q COI3 CIO Q W z co M O O �J U O VJ U coI- O L� W Q W Z Z Q J d SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 H D26 F L 17232, 2 ESR-3445 H U26 F L 10655.31 ESR-2549 H D 28-2 F L 17232.3 ESR-3445 H U28-2 F L 10655.34 ESR-2549 H D410 F L 17232.4 ESR-3445 H U410 F L 10655.44 ESR-2549 H D412 F L 17232.4 ESR-3445 H U412 F L 10655.45 ESR-2549 H D610 F L 17232.4 ESR-3445 H U610 F L 10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGAtOKT FL17236.6 ESR-3448 HGAIOKT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FLt 7236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496 1 ES-0130 HTT45 FLt7324.1 Evaluation Report HTT22 FL11496.1 ES-0130 FL10456.22 ESR-2613 H TT5 F L 17219.2 E R-0200 HTS20 F L 10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244,8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.t8 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 F L 10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 F L 17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 F L 17232.7 ESR-3445 L U26 F L 10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 F L 10655.118 ESR-2549 J US28 F L 17232.12 ESR-3445 L E G3 F L 10667.71 ESR-2615 J US46 F L 17232.12 ESR-3445 M ST60 F L 10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852 4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 F L t 7244.18 ESR-3455 LTT 19 F L 11496.3 E R-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT 131 F L 17219.3 E R-0200 LGT2 F L 11470.7 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 2 1/92017 FL#15225-R3 Code Entity or Date Data Date Pend Ina Date Tvce Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 29&1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickverwbldgconsultants. Compliance Method: Certification Mark or Listing com FLM5225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design sea # Product Model, Number or Name Product Description Contract Expiration Date in HV`HZ Outside HVHZ Resistant Pressure 5 e. "Smooth-Star" and "Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/311=1 No Yes No WA Therma-Tru" and without Sidelites. Inswing and Outswing 6 f. "Premium Series", "Constauction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No WA Series" and "Benchmark by Therma-Tru", Transoms. WM and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 CM Entity or 11me Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category. Exterior Doors (513) 770-8062 Inc. (513) 519-6568 SubCategory Sectional Exterior Door Assemblies mwesterfield@cdopay.com Compliance Method: Certification Mark or Listing FL#13279-R4 Products Page 1 of 1 1WO17 291 j Date Pend Ina 20 Validated Submitted FBC Approval Approved Status Gary Pfuehler 08/12/2015 03/19/2015 0&21/2015 Quality Assurance Approved for Use Approved for Use Impact Design Sae_# Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 15D0, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'U' wide) 05/21/2028 No Yes No +30 PSF/32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S,ED5SV 53 053 W5.16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97 to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 8RST, 6RSF, 48, 42, 55. 48B, 42B, 55S, GD5S, wide) WI NDCO DE 74; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, ED5SV 85 085 W -09 PAN-2F153: 73, 75. 84A, 94, 42, 48. 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'(" wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GRSS, AR5S, E05S WINDCODE® W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (92° to 162" 05/21/2028 No Yes No +37 PSF/-41 4RST, 8RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE® W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 1 l/W017 FL#15288-R2 Cede Entity or J2 !Date Date Pending 20 I= Versko Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved tr Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/'2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 3653300 PE-82514 (717) 317-8454 SubCategory: Horizontal Slider bsMinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products for Use Approved for Use Design, Se9..IE Product Model. Number or Name Product Description Quality Assurance Contract Expiration Approved Date In t VKZ Outside HVHZ Impact Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No WA 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 10BX48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER FL#13192-R4 Code Tvice Versio Manufacturer Revision 2014 James Hardie Building Products, Inc. Category: Panel Walls Subcategory Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192-R4 Products ii Product Model. Number or Name 1 Cemplank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Pingsheng Zhu Ronald 1. Ogawa (909) 349-2927 PE-24121 pi ngsheng.zh u@jameshar die.com Product Description fiber -cement lap siding fiber -cement lap siding Validated By John Southard, P.E. (352) 367.2528 Page 1 of 2 1/5Q017 Date Date Date Pend Ina Date Validated bmitt FBC Approval Approved Status 08/2&2015 08/17/2015 09/07/2015 10/1&M15 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 01/0112018 Yes Yes WA N/A 01/01/2018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/9R017 FLM 5000-R2 Code Entity or 20 20 Date Pending 20 Iypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 08/28/2015 OWM2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbkigconsukants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL815000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Deakin 22" Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. "Fiber-Classic" or "Smooth-Star" 6'8 "Non-Impact" Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with & without Sidedite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 940 EMHv or jyp$ Versio Manufacturer Contact Ena ineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 Subcategory: Exterior Door Components nelson. kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537.R6 Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Pagel of 1 1/10/2017 Date 20 Date Pendina 1 Validated submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 3 1/9R017 FL#15278-R4 Code Entity or Data Date Date Pend Ina Date IM Versio Manufacture Contact Enaineer&License Validated BY Validated Submitted FSC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09105/2015 10/16/2015 Approved Category Windows (717) 365-33W PE-62514 (717) 317-8454 SubCategory: Fixed bsidinger@mKW.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Ing Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PVV SERIES GA 195 ALUMINUM PW N196X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW N172X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 9SX48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN FL#15272at1 I1me Versko Manufacturer Revision 2014 Alside Category: Panel Walls SubCategory Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F1.915272-R1 Products AMR Product Model. Number or Name 1 a. "2T" Soffit 2 b. &.quotAllianceT4" Soffit Quality Assurance Contract Expiration Date Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design Pressure WA 12/31/2017 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9R017 Entity or 291 20 Date Pend Ina Dgjg Contact Engineer&License Validated By Validated Submitted FBCApproval Approved Status Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/10=15 03/01/2015 04/15/2015 Approved (330) 922-2389 PE-43409 (813) 767-6555 nthompson@aiside.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12131/2018 No Yes No WA Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A FL#15332-R3 Products Seg ft Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Zjtpe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIESGA195ALUMINUMSH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 IV= Verslq Manufacturer Revision 2014 MI Windows and Doors Category. Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products SSg.# Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 =YPPe Versto Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#3444-R10 Products product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 98"x96" SERIES 420 ALUMINUM SGD REINFORCED XX( 143"x96" SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x98" SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD )0 X 143"x96" Page 1 of 2 IM017 Quality Assurance Approved for Use Approved for Use Impa Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/311/2017 No Yes No WA 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Siflinger Luis Roberto Lomas (717)385-3300 PE-62514 bsitinger@mMd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 881/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 d 2 1192017 20 20 Date Pendina 20 Validated Submitted FBC Approval Approved 1111111a 06/30/2015 06/25=15 07/06/2015 08/19/2015 Approved Quality Assurance Contract Expiration Date Approved for Use In HVHZ No Approved for Use Outside HVHZ Yes Im D2Ct Resistant No Design Pressure N/A 12/31/2017 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity Contact Enee & License Brent Sitlinger Luis Roberto Lomas (717) 38533M PE42514 bsidinger@mMd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 11SQ017 D$ts pate Pend Ina 20 Validated Submitted FBC Approval Approved Stews 06129/2015 06/19/2015 07/05=15 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/9n017 Product Approval Application Detail Entity or 20 21% Date Pend Ina 1� Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Sam Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954)772-8224 markd. harner@sai nt-gob ain.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Data in I= Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/0312017 No Yes N/A N/A architectural asphalt rod shingles N N Cn Cu a V O CL O 2 C ca. Ca 'lam .� U to = JIM � Ca N O C 2 O O E LL O .� - -0 C 0 �^� O CDL .iC Ca Q �� .0 VJ s� Q Q Z Z W J � Ilflflflf� CID O r. tllllllllllrlflfl� V W V O ICU O L� CIO U O MCU W V Q ICU L W Q zJ Z Q J a SHEET NO. PA 1.1 Ft#12326-R7 Products Saga Product Model. Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/9/2017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Deslap Product Description Contract Expiration Date In HVHZ Outside HVHZ Resista0t Pressure Asphalt saturated organic felt 01/0712019 No Yes NIA WA Search Criteria Code Version: 2014 FL # 12328 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 22" Iypg Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category Roofing SubCategory: Roofing Accessories that are an integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sea# Product Model. Number or Name 1 RV10 FI n7649-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / Monierl-ifeble Category Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products S # Product Model, Number or Name 13 Saxony 700 - Shake, Slate & Split Shake 14 Saxony 9W - Country Slate, Shake & Slate 15 Saxony 900 - Country Slate, Shake, Slate & Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-RS Ve Ijmg Versio Manufacturer Revision 2014 Town and Country Industries, Category Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1211l Products 220 Product Model. Number or Name 1 0.050" Aluminum Storm Panel 2 8quot;Safety Edge" Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page i of 1 Building Codes and Standards 1192017 Product Approval Application Detail Entity or 20 IM Date Pending 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02127/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamco.com Quality Assurance Approved for Use ADoroved for Use Impact Deslan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT O113112018 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer& License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemnmd@boral.co m Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Prole - Stockton Medium Profile - Lake Wakes Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/92017 Date Date Date Pending ante Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use imois Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1213112018 No Yes N/A N/A 12/31/2018 No Yes NIA WA 12/31/2018 No Yes NIA N/A 12131/2018 No Yes WA N/A 12/31/2018 No Yes N/A N/A 12/3112018 No Yes WA N/A 12131/2018 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entitv or IM 211113 Date Pend Ina 291 Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 OW212015 Approved (954)493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050" Aluminum Storm Panel with Optional Clear Panels "Safety Edge" Storm Panels, 28ga (0.018""a) Steel, 0.022" Alum (Pert and Non -Perk Clear Polycarb (Full and Hall) 24ga (0.0232") Steel Storm Panel with Optional Clear Panels .050" Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date 12/31/2018 Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant Yes Design Pressure N/A 12/31/2018 No Yes Yes +54/-54 12/31/2018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO 90 I= Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category. Roofing Subcategory Underiayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products ,Is" Product Model. Number or Name 1 ToughSkin Synthetic Underlayments F1.0117202-R1 Code IM Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing Subcategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 Products Product Model. Number or Name 1 Deck-AirTM DA-4 2 OmniRidge® PRO Vent PRO4-N FL#15076-R3 Code Iypg Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products §goat Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code Iypg Versio Manufacturer Revision 2014 Global Protection Products, U.C. Category Shutters SubCategory. Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products 229.1 Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm PaneWNHVH2 FL#1786S-RO Iypg Y� 4 Manufacturer New 2014 All American Shutters and Glass Category Shutters Subcategory Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#17116"0 Professional Engineer Products S # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/6/2017 Entity or 20 20 Date Pending J& Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertak Testing Services NA, Intertek'resting Services 02/01/2017 01/252017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak(tphgwrap.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Besistant Pressure ToughSkin 15, ToughSkin20, ToughSkin25, 01/01/2018 No Yes N/A WA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/10/2017 Entity or Contact Engineer & License Validated By 23k p Date Pend Ina Validated Submitted FBC Approval 20 Approved status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 O5/0112015 05/10/2015 06/22/2015 Approved (501) 982-6511 PE31242 (717) 317-8454 acarter@lomanoo.00m Product Description Quality Assurance Contract Expiration Approved for Use Approved for Use Date in HVHZ Outside HVHZ Impact Design Resistanj Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +WA/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or I 20 Date Pend Ina 21112 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Wafter A Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23t2015 Approved (954) W9-7545 PE-44167 (954) 772-6224 tim. robirson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12J3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/3112017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or IDate 20 pate Pend Ina 22M Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Stews Tim Robinson Wafter A Tillit Jr., P.E. John W. Knezevich, PE 12121/2016 1201120le Validated (VA) W9-7545 PE-44167 (954) 772-M4 fim. robinson@gppentoom Quality Assurance Approved for Use Approved for Use IM DaCi Destion Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressyrg Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entity o =a ) Date Pendina J Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9W2 PE-0046549 (954) 394-8521 mi keb@ aIIamerice nsh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steed Storm Panels 12131=17 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL*5219-R3 Iypg Versio Manufacturer Contact Ennginer&License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 Subcategory: Roofing Accessories that are an flvalidation(pyahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL911219-133 Professional Engineer Products Sac # Product Model. Number or Name Product Description 1 1- "Flat Top Off Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 8', or 10',, Wide Off Ridge Vent Attached to Wood Deck 2 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', Tile" 88#39;, or 10',, Wide Off Ridge Vent Attached to Wood Deck 3 3- &quatStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', for Shingles", 88#39;, or 10' Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 9992 I= Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16586-R1 Products Sew# Product Model. Number or Name 1 0'Hagin&4Ws Cloaked Vent Tile F1.915088-R1 Code LM Versto Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licersed Florida Professional Engineer F1.015088-111 Products ya" Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1989-R5 Iypg Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory- Truss Plates Compliance Method: Evaluation Report from a FL#1999•R5 Products Product Evaluation Entity Se # Product Model. Number or Name 1 ITW BCG Higher Strength (H & S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 20 ) Date Pending Validated Submitted FBC Approval Approved stews 05/01/2015 04/29=15 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2019 No Yes No WA 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/10/2017 Entity or I 20 Date Pending 20 Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Staves Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06117/2015 0642512015 Approved (707) 8723620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HV`HZ Outside HVHZ Resistant Pressure Attic Ventilation Product for file roofing applications 04AW2018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I/92o17 Entity or 20 219 Date Pending 20 Contact Engineer & License Validated By Validated ,Submitted F13C Approval Approved Stews Tim Robinson Warier A. Tillit Jr., P. E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/2312015 Approved (954) %9-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact i3salau Product Description Contract Expiration Data In HVN2 Outside HVHZ Rent Pressure Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Contact Entity or Engineer &License Validated By 20 Date Validated Submitted Date Pending FBC Approval g;Rg Approved erg Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved (847) 918-6473 (407) 681-1917 sleves@alpi neitw. oom Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes WA N/A N O Cn Qi L �- o 0 C (a "a fn C: CU O cu N O C 0 -a O O U O .w N O L Q .0 ICU CD Q Z Z W J C/) 0 CIO si ri U V 0 c6 O L C0_ �a U CIO -0 CL M� W V Q VY+r_ ICU Q W Z J Z Q J a SHEET NO. PA 1.2 FL#2197-R5 Code IMyersio )Manufacturer Revision 2014 MTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products seo # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-RB aft jype Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-RB Products 21i" Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or peg 20 Date Pend Ina jDate Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/302015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/312017 Yes Yes N/A WA 16 ga. truss connector plate 12/31/2017 Yes Yes NIA WA 18 ga. high strength truss connector plate 12/312017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 Yes Yes N/A WA 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 11WO17 Entity or Date jl Date Pending j e Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/302015 Approved (253) 924-4084 (608) 839-1344 ji m.anderson2@%veyerhae user.com Product Description Prefabricated Wood I -joist Quality Assurance Contract Exoiration Date 03/312017 Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant N/A Design Pressure N/A Prefabricated Wood I -joist 03/312017 No Yes N/A WA Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Prefabricated Wood ]-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#1774-R4 2292 Entity or 2 J Date Pendina Date Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval AppooYe$ St= Revision 2014 Commercial Concrete Products,irx:. Robert Gillis THUY H. HUYNH Florida Engineering 07/0312015 06242015 08202015 08128=15 Approved Category: Structural Components (813) 659-3707 PE-60122 Solutions SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name Product Description Quality Assurance Contract Expiration Approved for Use Approved for Use Date in HVHZ Outside HVHZ Im pad Design Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes WA WA FL#1644 R4 Code Ittpe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code Iypg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a FL46527-R6 Products Product Evaluation Entity Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microilam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Tv Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#6527-R7 Products Product Evaluation Entity )egg Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2u17 Entity or 29k 20 pate Pendina Contact Engineer & License Validated By Validated Submitted FBC Approval Aonroved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/062015 06/02t2015 Approved (541) 826-M Wood Association roberttaylor@bc.00m (253)620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract McolraOn Data in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/012035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 I 1192017 Entity or 2312 Data Date Pendina j= Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/062015 05/122015 07/30/2015 Approved (253) 924-4084 (808)839-1344 ji m. anderson2@weyerhae usercom Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/312017 No Yes N/A N/A Parallel Strand Lumber 03/312017 No Yes N/A N/A Laminated Strand Lumber 03/31=17 No Yes N/A NIA Entity or 20 Data Date Pendina j& Contact Engineer & License Validated By Validated Submitted FBC Approval Approved .Statu Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10252016 11/052016 Approved (253) 924-4084 (608) 839-1344 j im.anderson2@weyerhae user.con Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/312017 No Yes N/A WA Parallel Strand Lumber 03131/2017 No Yes N/A N/A Laminated Strand Lumber 03/312017 No Yes WA N/A Structural Composite Lumber or Oriented Strand 03/312017 No Yes N/A WA board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 202 Entity o Jj(pg Versio Manufacturer Conte Enaineer&License Validated By Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. Category: Structural Components (002) 437-1160 PE-80509 GREENBERG, RE, Subcategory: Products Introduced as Result of bill@powerssteel.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Page 1 of 1 I 1/92017 Date jM Date Pend Ina jig Validated Submitted FBC Approval 9BBl4ve$ status 03262015 03232015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Aooroved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01272017 No Yes N/A WA consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. FL#1645-R4 Code 1YPe Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date 20 Date Pending 21111M Contact Engineer & License Validated By Validated Submitted FBC Approval Approved, S�jy{g Robert Taylor ICC Evaluation Service, LLC APA-The Engineered 05/27/2015 05/08QO15 00/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620.7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Woad "l" Joists 01/012035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#158-R7 2"1 Entity or � �� Pending � Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval A)TpS4Y€Q meatus Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03116=15 02242015 03/182015 Approved Category: Structural Components (813) 621-4641 (786) 315.2590 SubCategory-. Products Introduced as a Result of cparrino@castcrete.com New Technology FL#158-R7 Products Compliance Method: Certification Mark or Listing Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 0521/2016 Yes Yes N/A N/A FL#158A Code Entity or 20 jDate jlgtePendina 22M I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Awa Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/062016 04292018 05/06/2016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 Subcategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-RB Products SS-0 Product Model. Number or Name Product Description Quality Assurance Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant fop Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05212017 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Fl011383-114 2292 jvpe Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, Subcategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1I383 R4 Products Page 1 of 1 I 1/92017 20 PIIffi Date Pendina 20 Validated Submitted FBCAooroyal Approved Status 0326=15 03232015 03GO2015 09/22/2015 Approved Quality Assurance Approved for Use Aoproved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ aside HVHZ Resistant Pressure 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/012017 No Yes N/A WA of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. 4_4 N L L 0_ O O ca CU 0 O U_ O .0 Cn 70 CD E L O L Q. E � o .= 'C^U VJ i- Q C/) CU O CU U �a O ca O CL 0_ U .I.Ipppplti O N to CU m V Q V m W� z J z J D_ SHEET NO. PA 1.3. 0 6s Bb P6 61 '5t 4 r do i