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Home My WebLink About6564 Paden Wheel StABBREVIATIONS A.B. Anchor Bolt Fir. Sys. Floor System Rad. Ref. Radius Refrigerator Abv. Above F.Pl. Fireplace Req'd. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rnd. Round A.F�F. Above Finished Floor FX Fixed R/SH Rod and Shelf A. H. U. Air Handler Unit GaIv. Galvanized SID. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G. F. 1. 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 CIg. 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 Typ. Typical Dec. Decorative Max Maximum UCL 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. Versalam Dist. Distance M.L. Microlam VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. Electrical PC. Piece WID 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 Fir. 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 1% 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 1 06/01/15 15.24 ADD STONE ELEV-G I 08/11/15 15.25 2015 NEW CODE UPDATE MOD L 3127 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 1st FLOOR PLAN 2 2nd FLOOR PLAN 3 EXTERIOR ELEVATIONS - FRONT/REAR 4 EXTERIOR ELEVATIONS - SIDES 5 1st FLOOR ELECTRICAL PLAN 6 2nd FLOOR ELECTRICAL PLAN 7 ROOF PLAN > 8 FOUNDATION PLAN M 9 ROOF FRAMING PLAN Cl F 0 r > _;U 10 UPPER ROOF FRAMING PLAN t" Z 7, Ll LINTEL DETAILS F c -)Do> . rZ SN STRUCTURAL NOTES M 0 F S0,0 SN1 DETAILS �: .:-) 0 K 0,30 -0 ;0 a In S3 DETAILS fn > S4 DETAILS > z S5 DETAILS rn Cn S6 DETAILS ST STAIR DETAILS Cl) M SS RETROFIT DETAILS M D1 SECTIONS & DETAILS rn SA D2 SECTIONS & DETAILS M > 0 L-11 WP WATERPROOFING DETAILS Z:Z M M PA1.0 PRODUCTAPPROVALNUMBERS PA1.1 PRODUCTAPPROVALNUMBERS PA1.2 I PRODUCTAPPROVALNUMBERS PA1.3 PRODUCTAPPROVALNUMBERS PA1.4 PRODUCTAPPROVALNUMBERS mm" MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES I 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 Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our 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, FIR 0 (0 Z Q) C-1) 4--J Lu r) U 0 LU l E 0 2 C13 U1) CN LU E 0 'r- C14 20 O'� 0 r_ LL 00 -00 0 rv, (D -.4 C75 Lo 0 < 0 0) "t CL 1 (3) < 6 D-C 8 D" 4, w Z", 0- Lz LO 3 lu u) W LIU W M 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 a nd seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C) Z r*4 0 (1) N :LJ C) C) > 4-J < M LO Lo < LL ZrL M 0� U Cl 00 Z E § M Z C:) LULU _J 0 0 uJ U_ Z V) L, L �E U 2: uuil 0 0 0 Z 5 or- 0 rt U X < �51 ZZ LZU L L � _,U 0 U) 0 8 0 C:) 0 U1 04 Q. 0 Z Z M �v 5 UJI 0 Ln 117�4 _J ne V) he ce < Z 0 0 LLJ 0 0 0 W -, 0 W L) r- t7; 2 0 Z cl� 5 W Z W Z Z) LLJ =3 0 Z LU 8 P g5-V6 U) 0 W E �- n 1 9 0 a. 8 LU U_ Z Ce 0 W ce Z Ln u- 8 0 CD re) > r 0 _J Z J rl!� LU < < 0. C:) LL Z UJI > Z Z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 30B NO: 16-6651 SHEET NO. C S j� . . kst 1 I '. TAIR CALCUTIONS: OTAL RISE = 10'-8 3/4" 18) RISERS AT 7 1/8" 0 TREADS w/ 1 " NOSING- GRASPABLE - RAILING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 2x8'S AT 12" O.C. AT LANDING 1x RISERS (TYP�) 1x8 CAP CASING LO Z (3) 2x12 \��4 FRAMED STRINGERS WALL 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4"x 3 1/2" TAPCONS @ StairwaWd6fttf10rbi1 &11`1196&5� W inform 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 W. 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 Ya". Nosings. The radius of the nosing shall be no greater that Y16". Solid riser nosings shall not be less than I%" but not more than 1 Y4". The greatest nosing projection shall not exceed the smallest by more than Y2". Beveling of nosings shall not exceed Y2 " 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". Handralls adjacent to a wall shall have a space of not less than 1 Y2"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 s1de ). R302.7 Under -Stair Protection. Enclosed accessible space under a stairway shall be protected with YZ gyp. bd. TYP. STAIR SECTION SCALE: 1/4" = V-0" 71- MIRROR MASTER BATHROOM BATHROOM 2 42" KNEE WALL WITH 42" KNEE WALL WITH 1x8 CAP & CASING (AT x AP & CASING (AT 2nd. FLOOR ONLY) nd. FLOOR ONLY) 3/4" PLYWOOD DECKING USP IP3 CLIP EA. -FLOOR SYSTEM STRINGER TO BEAM/ �PF LC FLOOR S FLOOR,' �YSTEM TYP. LE�TEM Y -02x12 2x8 LAND41NG S 1 T ll� STRINGERS UPPER STAIR SECTION ur) MIRROR TOWEL BAR C:) (5) . tt BATHROOM 3 t 9 141-411 4'-11 " 1, 9'-5" & OP�. HB BRKFST 9' 4" FLAT CLG. TILE LINE OF 2ND FLR. FLOOR GIRDER 16'-8" 2'-4.1 6'-3" § C11- 0 0 0 Lu 0 C) 0 Z E] < Z CUO 2 3" 0 op CaN 04 KITCHEN 9'4" FLAT CLG. TILE L9 11'-6" - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- ---------------- ----------------------- DOOR LOCATION LANAI FOR OPTIONAL SCREENED LANAI I 00 9'-4" FLAT CLG. A.F.F. �0 - 0 60 LO 3'-4" -LO 224" F4 H r A SERVIN COUNTER @ 42" Vy/ 39 1/2" KNEEWALL BELOW I? F, -L zo 0. 3'-6" 0 (0 T-6" 8" U) ___sv 10 10 LO REF. @) 5 SH. HDR @ 96" Nr H1 Q S4 2068 BF 0" F LA -0" FLAT V 4'-101.11 "NO UPIL FT CLG CLG. e 4 T-31" T-15" (D Of '0 41111111 -T� Cn M U') DINING 3A 9'-4" FLAT CLG. CARPET 5 SH. 0? rG G a) -1 .7 S3 V- LO rG G'� - - - - - - C? S3) 10- 80 < 9 LO LO 0 TYP, @ F -J - A I E 2 STORY LIVING 9'-4" FLAT CARPET ( 77 3) 2x4 #2 SPF - STUDSw/(3)16d TOENAILS @ BASE ROOM CLG. 34 , I ( 5 4 4) 3--1 C 3 E) 2 1 UP T-6" LU 00 �K (D 0 FOYER M OPEN lOABV 0 C� TILE 3068 W/ TRANSOM EE ELEV. 4'-8" 3-4- t (2) 25 SH 121-011 9 EO ;IJ VIT- 7F- -7, "7 30 (D1 .J 34 D1 80 WOOD BEAM SEE DETAIL FOR MORE 9 INFO. TOP OF BEAM 12'-8" VERIFY W/ 80 ELEV . -I 01 7'-6" Q S4 FAMILY 9'-4" FLAT CLG. CARPET (2) 2x4 #2 SPF STUDS W/ (3) 16d TOENAILS @ BASE 2868 191-01, (4GG S S3 bA-31 1 '4 LAT CLG. 9 �- -ILE BEDROOM 5 W/ (3) 2x4 #1 SYP 9'-4" FLAT CLG. STUDS TOP & CARPET SHOWER 0 BOTTOM T-O" AFF I ----ZE i2 [77777 "I 1/\1 I 191 D - §3 1'-4"X1 �4' "L" SHAPE CMU COLUMN �S6 TYP. @ 2 STORY ur) C14 (A) 0 U) uJ U) LO N uJ 0 F-: T.O.M. V2' PAD R/SH 2868 S.W. �,��NOTE: DQ 35 EDGE OF SLAB 9"71 7 FINISHED WALLS S4 BEYOND WALL TO BE FLUSH. FIELD T-54 D1 -6j" 5'-4" 1C 4 VERIFY. i36 x 22"AIJ:11C BUILDER TO PROVIDE I ACCES APPLIANCE PROTECTION L.--= - - - - - J WHEN REQUIRED PER FBC - 3 CAR GARAGE 8'-0" FLAT CLG. A.F.F. 9 b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A 9 0 60 TYP. @ K SINGLE S4 -(IS34) STORY TYP. @ - - - - - - - - - - TYP. @ GARAG E GARAGE H B 16 X 7 OVERHEAD DOOR 8 X 7 OVERHEAD DOOR 28'-8" F- 00 -1 u') 0 I F, C? o? b.) LO 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. 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 <e>(2) - 2X6 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 112" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVIL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVIL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVIL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVIL 2.OE 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 REQUIREDSTUDS OPENING PRESSURES ENCLOSED - EXPOSURE "C" +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 SEE SN SHEET 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 -1X 25 -1 2 2 S.H. 13 20 X 38 28 18 -21X 37 1 S.H. 14 20 X 50 18 17 X 50 S.H. 15 20X63 18 -21X 62 S.H. 16 20 X 72 18 JX 71 2 S.H. J 32 27 114 X 26 26 X 25 J S.H. i 33 27 1/4 X 38 N/A S.H. 3 4 8 .i 233 N/A 26 x 37 34 S. H. -2134 N/A 26 x 50 S.H. 1235 27 14 X 63 26 X 62 1/2 S. H. .1 236 27 -41 X 72 26 X 71 1/2 S.H. 22 37 -4a X 26 36 -21 X 25 1/2 S.H. 23 37 -4Z X 38 3 36 1 X 37 3/4 S.H. 24 37 a4 X 50,1 8 36 1 X 50 2 S.H. 25 37 -41 X 63 36 -21 X 62 112 S.H. 26 37JX72 36 -21 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 -1 WIDE 2 S.H. 32 54 X 26 52 -21 X 25 -21 S. H. 33 54 X 38 -81 52JX 37 J S. H. 34 54 X 50 a 8 52 -1 X 50 2 S. H. 35 54 X 63 52 4 X 62 J S. H. 36 54 X 72 52 -21X 71 1 2 S.H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79 X 59 N/A S. H. General notes R302.5 Dwelling/Garage Cipening/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 13/8" in thickness, solid or honeycomb -core steel equipped with self -closing devi • 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 R302.1 1, 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. Ed. 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 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 located.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 Swilming 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. M 1507.2 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 f1r. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 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 1 ST 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. 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-1 1 /R- 13 KRAFT FACED EXT FRAME 2 x 6 R-1 9 KRAFT FACED_ CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-1 1/R-13 KRAFT FACED (GARAGE / LIVING) G.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. 1 ST FLOOR PLAN A B SCALE: X"=V-0" 0 0 V) (D Q) C-4� 4--) Lu 0 UJ E ul 0 co Cl) 00 C) 04 0 LU E 0 co 0) Ce) a C', " (�o co C14 wig 0 ILL :3 0 < 0 Lo 0 q* CL < 6 A I 8 D. N-C-B c �Se, F11 A @Jt, to C-4 'Cr' Z C" 2% -LO '01 -t ; C"4 Q�I.C, !t 1; >% ' N LI: 'Lou . LLJ 0 x S 0 tr, 0 Z, Z LL 00 V� LU < 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. Z r%J 0 (L) r-, 1-� 4-J C) C:) C:) Z fy) 4-J _M Ln 0 CJL w 0 W - Ln ZCL " U-0--s 6- CL OC) Z E (0 Z CD F- WLu -J C:) 0 0 ED u- UJ Z (L LL, co �E Z 5 W �- 2:,-n 0 P0 0 >- Z Z Z 0 it Z U.1 0 LU X _J 2 2 > 9 0 W W 0 LL Z Cr Q� Cy LU 2: 0 F- 0 rN 0 X LL Z Z C:) 0 < LU LLJ CL he C:) F- Z ILL LIJ > 0 Z +-, W Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 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 18jX25j S.H. 13 20 X 38 2 8 18 JX 37 S.H. 14 20 X 50 �� 8 18JX50 S.H. 15 20 X 63 18 JX 62 j S.H. 16 20 X 72 18 -IX 71 2 S.H. -2132 27 1/4 X 26 26 X 25 2 S.H. -133 3 27 1/4 X 38 j N/A S.H. -3134 27 j X 50 a N/A S.H. -133 2 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. -2135 27 JT X 63 26 X 62 1/2 S.H. -2136 27 41 X 72 26 X 71 1/2 S.H. 22 37 a X 26 36 JX 25 1/2 S.H. 23 37 j X 38 3 8 36 -1 X 37 3/4 2 S.H. 24 37 j X 5018i 36 -21 X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 JX 72 364X71 1/2 S.H, DOUBLE2 WIDE 75" TALL 73 -21 WIDE S. H. 32 54 X 26 52 j X 25 S. H. 33 54 X 38 38- 521X 37 4 S.H. 34 54 X 50 5 8 52 JX 50 S. H. 35 54 X 63 52 -IX 62 2 S. H. 36 54 X 72 52 -21 X 71 -21 S. H. 39X59 40 X 59 N/A S. H. DOUBLE 39X59 79X59 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 91-01. 2x4 SYP #2 16" O.C. SPF #2 >91-01, 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 LSTA1 2 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. SHOWF-RS 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 <e>(2) - 2X6 #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W/ 112" FLITCH PLATE <e>(2) - 2X1 0 #2 SYP W1 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W1 1/2" FLITCH PLATE (2) - 1 3/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 1 3/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2950 R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for 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" 6A +25.6 -27.8 +25.6 / -34.3 +24.5 -26.7 +24.5 / -31.9 +23.0 -25.2 +23.0 / -28.9 SEE SIN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES 2x WALL STUD ATTACH SHEATHING PER C/S6 SEE DETAIL ON PLAN-i RIPPED 2x ON BEVEL 1/D2 FOR STAPPING NALED TO 2x4 w/ (2) @ BASE OF WALL 10d @ 12" O.C. MITERED WALL SECTION SCALE: N.T.S. (TYP. @ MITERED CORNERS) 2ND FLOOR PLAN SCALE: Y4"=1'-0" 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 classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.1 1, 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 112" 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 FloorlCeiling 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 112" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade orsurface 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 located. Opera ble 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. M 1507.2 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. WALLLEGEND I I I I I I MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1 ST 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-1 1/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) (D C) 0 CO - C14 co V) (D U Lij 0 01- V) F_ E 0 0 =:) (n U1711 (10 p (-) LU E 0 (D co CM M C M M 2 -0 co = C14 0 LL CO -00 0 co < 0 Lf) 0 -t -'r CL --:' (M < 0 A 8 D. dk Of N ........ JW 4W L&_ U C;x W, 0 9 Z A W P M 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. C:) C:) z " 0 aj r-, 4_j C:) 15 t.0 > V) Cn (y) C:, 41 Ln _M a r tA a) 0 Ln z LL U M 00 z E 3: z M LLj C:) W _j C:) %D 0 W z LU LL LU z CL LLJ ca 2 X Lzu U F- 2: U) in 0 gzo >. z < z z 0 a. < U X < z z z - uj z Z 0 Lu Lu _j U 0 =1 U Ln 8 Cr LU 04 C:) 0 z @ LU z M 2 LUI C:) Ln r14 r-4 Ln LU _j LU W R 12 < 0 Z < z U Uj 0 0 0 I U F_- tr - 2 E 0 W Z < LZU , zz)xoz a-- z 0 :� fu L_ cu Z LU LU 1 0 0 Lo _j z 0 0 LLI F- > g 0 CL U0 LU 0 LL z LLJ W LU z 0 < 0 D Q� 0 CY LL V) z z 0 C:) ch _j Ce LU 0 I-- c) rt-) LL z. . .. LU _0 Z > 0 :5 C z F__q _j CN SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 2 80 FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) ].�� 35 SH REAR ELEVATION — B SCALE: 1/4" = V-0" 4'OFF-RIDGE VENT—�—� 4'OFF-RIDGE VENT 35 SH F16ER61L�SS SHINGLES 8068 SGD 12 1�5 9 FIBERGLASS SHINGLE OR 15.9 CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T. 0. P. 7 HDR. 12 TEXTURED 5.0 FINISH T. 0. P. @ ENTRY 9 1/2 RND. TRNSM. -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T.O.M. (0 ---------------- --------- S_ FRY 1 T /2 RND, RNSM, WEEP SCREED HDR. 61 AN: �;o - F 38"X24" TRN �2 El M F.FL. ALL TRIM LINES--J ARESCORED z 0 0 rr l_ z 0 0 12 >I- 15.9 T. 0. F17 HDR., 9 80 Fd F.Flnj T. 0. M. HDR_ TEXTURED FINISH F.FL 35SH T.O.P_ -- — — — — — — — — — — — — — — — — — — — — HDR., 9 80 F_ 12 5.0 25 SH 35 SH _25 S — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — T.O.M. HEEL, t T.O.M.cl;v (a) GAR. �� NFF L� LLJ " L=j LL==j L=� L-1 L-A FRONT ELEVATION — B SCALE: 1/4" = V-10" LL=j U 6" 0 Y F-1 Y 0 ff-MMKIAW a f r. F: U �00 0 0 �.- KEYSTONE DETAIL SCALE: 1/2" = V-0" go" 0 LU U LU 0 F- E 00 W co M 04 C) ILL! E 4) co (M Cl) C W M 2 :2 V1 C1,11 —r co 0 C3 LL OD 8, < 0 0) C3) 0 B D. 11 C I D C o') vv LO 0 Z; f C'j 4W rX,'j- Co LL_ L1_ _.N L C, 6 0 A 12 Fl� Z= C, t>, �1�, Jn 4 LL LU 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and sea]. C) z C14 0 a) r-, P-4 4—J C:) > V) C:) 4—J (f) M Ln 0) Ln LL z ff) U M,_j CL 00 E z M Lu C� W _j C:) 110 LU LL LL, Z z a, z .,, U z Luu, 0 0 Ezizonu� Z U x< 3 LZU 'LL, 0 - 8�2g82 LL Lu 0 LL z =3 r*-4 < CY u- Z� 0 C) Cn > C:) Uj LLI > z LLJ 0 SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 3 rya 00 T.0 _F.F T.0 T. o 00 F.F LEFT ELEVATION - B f=1RCD(_I AQQ QulAl(3-1 C OD RIGHT ELEVATION - B. SCALE: 1/4" = 1'-0" N ^ram G pp i\ M. R. U) Ur C'7 O 0 P O Z N z I`�Z !/ V nt Q✓ C/g LLI Q �U — O � 0 v 0 o0 C) M Ll.l H E 8 U C cc M N :O In all_ � N 0 L ILL Co O P O Y n CL LA O Q O CA ¢ O N C H D C co co a co � Q / CV o » r? rn Cj 0 fit• p� * �. O J oM ZLL 3,yR M� 1 01 � w co ❑ ❑ 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. z N O a� 1-4 4-Jo M O M Q 'gyp LO a cn•Ld' a Mu- ca. z M V 0000 Q z E z W J Oz z`L� w m z z s CL cal—�No0 z}z ¢U 9z�QUx =�Zw;Z (7 z p r w c: Lq Oa0�'O0 U S O S W N O M Ce I- w=z0 oeLU O LA N Cn Ln W J W O ¢ 0000Ce ~ O � Z L.i. W zp��zz ��ozoo Z A O ` w Owz0- w Ce Fz0 . z aoZ< LU a�� o (Yi > LL z .. LLJ > OJ z g z W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 4 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. POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 — 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND Diaper to lights& oudets Dipper to 20 amp ckh; copper to WH copper to Dryer � AID 1 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser DiagraM (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 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 Mono)dde 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 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 corner counters. I ELECTRICAL KEY I tw_. P. K�_G.F.I. $3 $R #P.C. FTVJ 2 --=E--j 6� 09 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT PLUMBING RISER SCALE:NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS EYEBALL CENTER ON WINDOW BRKFST GFI I cl) GFI SWITCH FOR DISPOSAL GFI F -cI 11 I Ak U_ ILL c\l E0 01 P GFI 9GFI A KIT �F_ F 1] A61 — — IGFI OPTIONAL LIGHTING SCALE: Y4"=V-0" P PENDANT AS PER UNDER COUNTER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS 1st FLOOR ELECTRICAL PLAN SCALE: Y4"=V-0" E D :r D _j 1� 0: U Lu L U > 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 19 co a 0 to C—f) LU 0 LU U-) lk E 0 2 co .2 p fn r- 0`11 C) LU E 0) ce) 0) M r_ M M 2:2 M 0 - C14 .20 U_ 00 - 00 0 42) Qf '00) 0 .2 i::- 05 as < 0 0:S CL (3) < 6 A 8 D. N-C-B D-C Cc to M Ul) co C-, 60 6 Z LLI 00 Z cj ILL. ILL. LL1 LLJ Ljj Ill. cl- <> LLI Z 0 Jr-9 102 0 !g 9;5 Cf Z s Z tr- LL LU -0 1 __j LO IE 0 Ell To the best ofthe 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seaL C:) C:) Z 0 14 C:) U') i�o , > J) ro — p Z M Ln < 6 CU — in L_ LL Z 3- CL 00 < Z E Z Lu C:) W _j C:) ko 0 0� Z LU LL Z LLJ z a, ti � a .;c U Ln - �-j P Z < 3 OZ, OL Z U Z Z Z LIJ Z W LL, 01% 0 Ln U d 8 Ln 0 W 0 = OR LU N CD F- a. 0 Z LU Z ce L4 Ln 17114 11711.4 Ln 0 LU Ce Z W V) �.d < Z 0 LU 0 0 0 0 < 0 2: V) r L) W 0 ILL Z < W < 10 rA 0 CyX LL Z Z < D 0 C:) .. �, Lu < < 2: c) re) Z . . .. Lu LU > 0 Z :5 Z U-1 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 15m,25 JOB NO: 16-6651 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. 200A INDOOR PANEL CENTER )pper to lights& outlets )pper to 20 amp ckts copper to WH copper to Dryer Alu ---------------------------- POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 --/ CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. ------------------------------------------------ GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 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 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 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 corner counters. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET FTT DUPLEX OUTLET ABOVE COUNTER K%.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 94 FOUR-WAYSWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE #P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN 14), EXHAUST FAN/LIGHT COMBINATION �Dj ELECTRIC DOOR OPERATOR (OPTIONAL) [�E CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) FTV1 TELEVISION (OPTIONAL) N 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR <1 \> OPT. CEILING FAN E;�) (1) PHONE LINE, (1) DATA PORT 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/ V MASTER BEDROOM L---------------------------------------------------------- j 2nd FLOOR ELECTRICAL SCALE: Y4"=V-0" 0 LO to Lu L/) 0 Q) C—f) Lu U LLJ 0 E V) ry =3 0 2 cn Lf) .2 CD 04 C) E 0 Q M 0) ce) a cc c', C�a �0 M 'r N 0 00 LL 00 (D U Iwo 15 - CO o 5. i�� U) CL 0 < 0 ,, 0:S ,r CL o) < 6 A I 8 D. 1,C 11 D,C *Y F LO M 0-CN U') un, r-- "' 0, cj c� 6 C-4 0 6 6 LU 00 Z (:nl 0? 0C c�j LL_ LL_ 14 4� C, 0. LLI <> Ij Nr- u- ILL, LLJ a- 0 LLI U 'a ___5 Z0 C 'a. co 5 .00 (U -,t < = ?:: 0 (a 04 rm, Z CD C14 LE- JU Z _j 0 C0 lt� UD (5 a) X Uj 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 C:) Z 0 0 �-4 C:) V) 4 p 4-J V) -2 L_ ON Z CL LE � 31 (0,_j 0. 00 < Z E Z Uj C) F- 0 OR Z 0 Lu LL LLJ Z ci� LU co rE W b VZ) Z 0 Z U 2: Z UZ Z Z W, a,: U I __l CL U 0 un C) = U 0 0 Ce 0 U 2 M 04 C:) 0. 0 Z LU Z M ce Lul C:) Ln (1*4 17�4 Ln LU o LLI < U) Ce Z U n LU 0 0 0 0� 0 1 LL En Z 0 Z C:) _j D a. LU Q. g ci, rr) < U_ Z . . Gi Uj > 0 Z :5 _j Z Lu SCALE AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 1525 JOB NO: 16-6651 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 ol 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 eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) VENTED SOFFIT 48 SQ. FT. * RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR Fr. a OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA I UNIT F a SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. ............. ....................................................................... ...... ......................... ............. .......... .. *if not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT, -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft. of Deck -Air Needed) ZONE-3 e O'HAGIN (Tile Roo� - 86.25 SQ. IN. OF NET FREE AREA/ VENT **Formula: (Sq. Ft. Soffit Needed) x 7 (Sq. In. Needed) 86.25 Amount of O'Hagin Vents Needed F ATTIC SPACE U_ 280 SQ. FT. C3 ... .74 - ---------- ........................... ............... .......... ...................................... ........ ......... 00 o ................... U_ U_ 0 wl .. C/) A VENTED SOFFIT 42 SQ. FT. ,X LU :A LU ZONE-4 :.7. :.7. ATTIC SPACE oA 1740 SQ. FT. V7. LL. Cr .'A Cf) 7.1 F ** E== LL. 0 cr) :.A M LU .. Lj_ LU ... U) LL_ LL_ 0 U) Uj :z .7. :A ILLI o o� I I I I o I 1 0 a e 0 o 0 0 0 0 0 a 0 o .1 LL- 7.7 d . . . . . . . o W o o I ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED LL_ 0 11150 Rule VENTED SOFFIT 26 FT. U) 11300 Rule Ridge Vent Arnt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) LU Total Ventilation ............. . POO o o Provided by - ----------------------- LU ATTIC SQ.FT SQ. IN. of Upper SPACE SQ.FT. Total SQ. Ventilators SQ. IN. of of vented I N. of of ventilation to ventilation vented be provided Soffit ventilation Ventilation Ventilation ZONE-2 ZONE-1 SQ. IN. of SQ. IN. of (See Elev) Soffit by upper required needed required needed ventilators ATTIC SPACE ATTIC SPACE U_ 269 SQ. FT. Main 0.0 0.0 45 SQ. FT. W Floor 269 258 37 129 9 65 0.0 .. ........................... -11 (Zone 1) 0.0 0.0 o .7. C14 Main Floor 0.0 0.0 .... .... .7. 45 43 6 22 2 11 0.0 VENTED SOFFIT 15 SQ. 7o LL_ (Zone 2) 0.0 0.0 0 ... Cn ..... ... Upper Floor 0.0 0.0 17.1. M 280 269 38 134 10 67 0.0 o 0 0 ... LU (Zone 3) 0.0 0.0 0.0 3.0 7: LLJ Upper Floor . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . 418 414.0 .7: (Zone 4) 1740 1670 239 835 60 0.0 414.0 I o o **NOTE** .... ............ GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS ............. o o. ..................... 0.. . 0 . . . . - - ---------- --------- REQUIRED BY FBC 5th ED. RESIDENTIAL. T VENTED SOFFIT LEGEND VENTED SOFFIT 70 SQ. IFT. IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS"VENTED", NO FIRE PROTECTION WILL BE REQUIRED. ........... . . o . . . . . . . . . . . . . . . . - VENTEDSOFFIT .......... o ROOF PLAN-B_ SCALE: Y4"=V-0" LO Cl) Z 77 (0 z ZV) (D Q) C-/) 4-J L1j 0 U 0 LLJ 1- E rw 0 to C0 V) 00 C%1 C) CD M M mm E al cv) 0 C, :�r-: LL Q) :3 - 0 W 0 .2 CL 0 Ln 0:S < 0 6 AT N-C B D C C B D. F ur) co M LO V 6 C, 0 Nq 0 LU U 9�,� c, co LU o� A E I 'D 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. c) C:) Z r-4 0 (V 4_j C:) > rn C:) p 1`0 Lr) cn R4r 0 a) - In C LL CL e-s ry) ce- 3- 0_ 00 z < - E Z 3 � W Lu C� _j 0 z 0 02 z Lu LL Lu Z LL, . Z!i aw U F- X' 0 z z E 00- z U 2: l- z z, z = - z Lu -Liu Um ?: 8 -:, V) a ce C3 = 2 �) uj N 1-- 0. 0 z C:) LU z M ce C:) Lr) C�4 r*4 Ln LU < Z U LU a 0 0 0 Z 0 -J k*.._000 z 0 0 U_ z LU < F- 0 CYX LL V) z C) LL _j LU < 0 M c) ry) z - - 0 LU z 0 > 0 z 14 _j SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 7 W.W,M. PLACED IN 1/8" SAWCUT x 114 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN LU v LU Cn CONTROL JOINT DETAIL SCALE: 1 112"=V-0" SEE FLOOR PLAN FOR BRG. WALL It #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR 0 FOR EA. HORIZ. REBAR, TYP. U.t ---------- TYP. CORNER BAR PLAN DETAIL SCALE: 1 11/2"=V-0" NE .0. 14'-4" 4'-7 5'-2" 4'-7 J )TYP. @ 2STORY HB U.N.O. + % C? F- — — — — — — PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER TO MASON'S SCOPE 3'-0" FOR WIDTH C.i. 3 -0" x 3'-0" x V-10" W/ (4) #5'1 s E.W. L M-*-1 11 1-6" 1-41 11 �-6'1 �M:Y�2'-6" x Z-16" x V-13" W/ (3) #5's E.W. TY — — — — — — — — — — — 0 (2) #5 VERTICALS —\ 1 1 W/IN FILLED CELL 6 V) 8'-10" 6'- 10" 7'-0" 4" STEP 3'-0" x 3'-0" x V-10"' DOWN (4) #5's E.W. MIN. '-4" --------------- I X-O" x 3'-011 x V-01' m PROVIDE 1-1/2" RECESS INDIGATES FILLED CELL w/3000 PSI C? --2'-6" x 2'-6" x V-10" I I IAI/ (3) #5's E.W. W/ (4) #5's E.W. FOR SGD DOOR. REFER CON�. GROUT FROM FTR. TO BEAM Fr- TO MASON'S SCOPE w/ 1#5 REBAR VERT. ABOVE SLAB IIL —i I FOR WIDTH TYPI DAL @ ALL PLACES SHOWN HOO <ED FTG. DOWELS 17" EM BEDM ENT W/ 25" EXT. ABO E SLAB "GRADE 40 STEEL" 4F. SEE PLAN L -1 zo OP 8--10" H 01-011 ELEV. FIN CONC. SLAB . .......................... . . . . . 6-11" 3 1 /2" MIN. 3000 PSI CONC. SLAB df,Ilf -- 2r, ---- (3) #5 REBAR STEP DOWN BRG. (2 STY.) SCALE: N.T.S. b c14 REF: EXTERIOR SLAB ---\ REINF. SEE PLAN (3) #5 REBAR CONT. 2-STORY FTG. r2 SCALE: 1/2" = 1'-0" N I M 2'-6" x 2'-6" x 1 1-01, W/ (3) #5's E.W. I 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 G EMAKER LINE FOR HERNANDO COUNTY ONLY 9 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER rG G'�N 6 MIL VISQUEEN VAPOR BARRIER S3 CY) I iiiiiiiiii lillill-,T7r,71 I I L- — — — — — — — — — — — — — — — — — — — — — F e,Y,1777 I I I 1 1.11 1,1 101-01, L 3'-6" 7'-0" — — — — — — — — — — — - 14--0" co F d 7. 0 v- YGG _ YS3 TYP. @ C? rG-G""\ OP 2STORY S3 TYP. @ -1 C9 U.N.O. 12� z 2STORY 0 LO IV 0 LO C? U.N.O. % [o q- 0 L C.j. L9 :T— Y co 7. FOOTING -1 JI v— 0 N LO Sim, @ LI FOUNDATION ONLY S3 20'-6" __j 91 3'-2" 16'-4" 3' 9 1-1 11 ;t 3'-0" x 3'-0" x V-0 / W/ (4) #5's E.W. IL — — — — — Ld — — — — -- — — — — — — % ....... -- — — — — — — — — —1 — — — — — — — — — — — 4" STEP 9 H. TOP OF CONC.1 PAVER TO BE 4" DOWN 3'-0" x 3'-0" X l'-O" I 4" BELOW FIN. FLR. 0 7: W/ (4) #5's E.W. 9 9 MIN. 'k 0 -'IF F- (0 3'-8" PROVIDE 1/2" x 9" RECESS FOR FRT, DOOR 7: I I . . I BUILDER TO PROVIDE APPLIANCE PROTECTION 'k WHEN REQUIRED PER FBC 0? 3'-0" 7'-0" 5'-0" 4'-0" (5 C.i. op 0 j=1 0 LLJ 10 C/) 0 L a_ 0 0 N U- TYP C? TYP. @ z 0 1.- 1 SINGLE I- C) Z-13" x 2'-6" x V-011 U) 0 STORY W/ (3) #5's E.W. U- Z-6" x 2'-6" x V-01� (2) #5 VERT I CALS (2) #5 VERTICALS W/ (3) #5's E.W. Jk W/IN FIL ED CELL W/IN FILLED CELL 80 9 KA F, --6 -8" "SEE S-3 FOR S3 ,SEE S-3 FOR RECESS OPT." RECESS OPT." tB op- — — — — — — — — Z-6" x 2'-6" x 1 1-011-�j 0C W/ (3) #5's E.W. 0\-41-0f' x 4'-0" x 1 1-011 W/ (5) #5's E.W. 12'-6" 1-4" 6'-2" V-4" 16'-0" 2'-0" 8'-0" V-4" 48'-8" FOUNDATION PLAN &B it SCALE: Y4"=V-101" (D!P Z — z z V) U 0 Ul)01 F- E 0 co U) CY) 0 C) E 0 ccoll 0) M C M 0� m 0 N .20 -r a) U) LL CO -� - CO 0 W iz, (D 0 .�e -'14 CL CD 0 < 0 0) CL ch < 6 AN-C 8 D. 5-D C *,c CN U'> ow z Iry I- C4 c LU CL W U:., C'D z 0;2 r z 1A Z; j 111L13 (n M,ca C14 Q 1-" CP 8.111, W a C, LO 1 49 To the best ofthe 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. z r4 0 a) N P-11 4-J c) z > (y) C) < ur) fu Ln CL V) V) -2 Ln z LL e--, , fy) M q ct� 3- CL 00 < E z z C:) WLLJ -j C:) z LU LL 0 ILJ z LL, Z Z U LLun 0 0 E90 >- zo 1 0 z >- <Z U 2: 0<� 5' Z. ZZ Luj .8 0 CM C:) F @ , 0 zz 01) LU LU C:) Lr) r14 C1.4 U) z 0 0 0 LU > 0 F- 0 LL Z 2U2 Lu x 0 < r*4 < 0 D V) Cyx LL -8z� 0 C�l C) -'Jl LU d ro Z < z . . .. Z) LU > z 0 z 0 LL F--4 —j I SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 8 2x B 2x TYP. @ k.WVV CORNERS U.N.O. LOW ROOF & FLOOR FRAMING PLAN B SCALE: X"=V-0" WALL LOCATION VARIES ROOF SHEATHING - ATTACHED PER NAILING SCHEDULE "HTA20STRAPS 'H RAFTERS �$Zlv MASONRY WALL SEE PLAN 3ECTION )OF 2x 2nd FLOOR WALL SEE 1 1/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 ROO SCALE: 3/4" = V-0 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-1 Od USP JU26 OR IF 2 PLY TRUSS USP JUS26-2 TRUSS TO LEDGER 2X10 #2 SYP CONT. LEDGER W/ (3) 1/2" X 4 1/2" 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) 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 - 1 Od 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 1450 7 - 1 Od 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 - 1 Od x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-10 H HTT4 3610 3105 5/8" ANCH. /(18) 1 0dx1 -112 HTT4 2715 5/8" ANCH. /(20) 10dxl-1/2 i HTT5 4350 3740 5/8" ANCH. / (26) 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28) 10dxl-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 1005/915 8 - 10d x 3" JUS26 1115/1060** — 8 - 1 Od P HUS26 1550/3335 1335/2820 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-112" Q HUS28 2000/4220 1720/3125 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d - 1 6d x 3-1/2" R MTS12 1000 860 14 - 1 Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGTIMUGT 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 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W � 11X11 HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 1 645 1 555 1 12-1 Od X 1 1/2" 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 3112 & LOWER. DROP HIP DETAIL (A) OR 2 PLY 'ARRIER 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 ("). 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 1555K-�," STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. 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 2/D2 FOR BLOCKING INFO) -MASONRYWALL (TYPICAL) SECTION AT LOW ROO SCALE: 1/2" = 1' � 2 PLY CARRIER —J x CONT LEDGER FLOOR CONNECTION_ (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. all SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS LOG Z cv) z 'D V) (D (1) C—/3 4--J LIJ U 0 LLj E 0 Cn (n cli cm C-3 C M CQ E :2 cc41 to 4) allE 08, LL 00 C) a) f2f 0 0 Y 05 jz, 8 -.e < 0 0 CL < A 8 D. N-C B *Cp 0 C5 tA z W, gz W 4F I— LL LL- Z.',O" -ken z -d 15 C-41 0 To the best of the Engineer's kn.X4g�Uid'AANn6and 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. z 0 ai 1--4 4-J V) — :3 > (n co 0""' M fO Lr) 0 < "u- z ce- U 00 < . Z3: E W z M LLJ C:) F- 0 O� Z 0 M U. UJI z (A (L LLI co z x U�-< x 00 F zo >- z < () Z z 0 iL X U 7:< < F < Z z Z LLJ 1. z a: ul Uj W -i 0*1 8 L0 C) WO uj C:) Cn z LU z 34 C:) Ln < LL ry ILL! " 0 LU F- ;� 0 he z U LU C, 0 0 0 0 U W J 0 F- E 0 z LL z Z z =) 2,: � ;� CY LL' Lu z 0 LU LL (9 :� 06 5) 8 Lu 2 �-CL V) LL LL > 0 0- Lu 0 LL Z < ne - z 0 >- r*4 0 0 LL 0 CY z En z < De 0 C:) 0 ry -j re LLI a. h4 Uj iL < x < c) fy) z U.J > 0 Z <� 0 z 1-4 —j 0- —j SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: EPAND VERSION NO. 15m,25 JOB NO: 16-6651 SHEET NO. 9 Uj Uj P. @ HIP RNERS 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 - 1 Od x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 1 Od 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 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 H10A 1340 1015 18 - 1 Od x 1 1/2" RT16A 1380 11nn ci-1 nri Y 1 1/2"& 8-10 H HTT4 3610 3105 5/8" ANCH. /(18) 10dxl-112 HTT4 2715 5/8"ANCH./(20) 10dxl-112 i HTT5 4350 3740 5/8" ANCH. 1 (26) 10dxl-112" HTT5 3225 5/8" ANCH. /(28) 10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 1005/915 8 - 1 Od x 3" JUS26 1115/1060** — 8 - 1 Od P HUS26 1550/3335 1335/2820 _ 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 200014220 172013125 30 - 16d x 3 1/2" HUS28 25701434 — 30d -1 6d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 112" MTW12 1195 1005 14-1 Old x 1-1 /2" S MTS16 1000 860 14 - 1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1 Od x 1 1/2" MTW20 11qr1 1n05 14-1 Od 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 1 2150 1850 1(16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS 1850 1810 (16)1 Od NAI LS AN D (5) 1/4" x 3" WEDGE BOLTS M 11X11 HTS 20 1 1450 1 1245 124-1 Od X 1 1/2" HTW20 1 1530 1 1285 1 24-1 Od X 1 1/2" Spi 585 535 10 - 10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d P r-- P) A45 RRR 19-1 Od X 1 1/2" 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 MMUM SPACING ON VERTICALS OF (B) TRUSS (B) 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 r). 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 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. UPPER ROOF FRAMING PLAN B SCALE: Y4"=V-0" � 2 PLY CARRIER x CONT LEDGER (A) OR 2 PLY ,ARRIER I SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS a (D 1� CC") (0-r-M-R-1) 0 L/) 0 Q) U-3 4-J LU ru 0 U 0 LLJ E 0 U) CO U0 C14 E a) co 0) Cl) C co cl) .0 'r C\l co'c') 0 A LL 00 -125 - 0 0) I'd U) C) 0 < 0 A I & c� s.".c. P tb cc Cn LO C,P, 0. Z U- I IL LIE 0 Cl- F� ,,a C-4 z LL C, jAct Uri' C% W. LU Tothe bestofthe Engineer's knoW1edk6,'ihT&mation, 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 C) C) z 0 F-4 4—j C:) Lr) 1 5 tD c) > p M Ln 0 — Ln u- CL z U fa Ce CL 00 E 7P LU 0 W -j C:) ;�D 02- Z LU LL 0 LUZ tn LU Z < Uj U Ln a 0 0 Z<5 z 0 CL X Z >- 0 0 LU LL 0 > LL- 0 LL Z LLJ 2: 0 0 LL 0 98 z Z 0 C) ch Lij Uj -J a. LU 2: C:) re) F- < g LL z 0— LU > z n z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: EMND VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. 10 ALTERNATE P WE UKA �Vm< OKA STEEL LINTEL Z Cn D 0 CO 8F8-1B/1T 8F8-0B/1T Z: TYPE DESIGNATION #5 RE BAR AT TOP Z 0 V < #5 RE BAR AT TOP F = FILLED WITH M IN. (1) RECI'D M IN. (1) REQ-D 1-1/2" CLEAR GROUT I U � UNFILLED 4 CLEAR CL 01 1 0, 0 0 D U-0 R RECESSED I 8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T QTY. OF #5 6 0 0 0 —REBAR @ BOTTOM > T) 8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY 4 .0—C. M. U. L U4711 uJ L . — gLu 4' A LW C. M. U. F- , \ ) I 4—J LLJ < < J 6 0 i'B/ 1 T 'n A 0 1 Lu LLI 0 4 GROUT LU Z ED Lo 0 z a. LU QUANTITY OF 0 E NOMINAL 5 REBAR AT 0: uj #5 REBAR AT BOTTOM OF () < > > Ln 0 WIDTH 0 � Lu �- Iq /0�1 --w V) C0 TOP LINTEL CAVITY z , co S #5REBARATBOTTOM V) 8RF6-OB/IT T= = L 0 CD NOMINAL- 0 ')'*—BOTTOM REINFORCING < MIN, (1) REQ'D co 1�- CNI HEIGHT PROVIDED IN LINTEL 00 Ln P 7-5/8"ACTUAL 0) cl) 4 A 070 0 13 L LLJ r- - V) E T-- 8" F_ _(VARIES) 16 GAUGE POWERS 0 0 'r- CN OMI NAL WIDTH STEEL BOXED LINTEL LL co co POWERS STEEL BOXED LINTEL NOTES (ALT.) u) 0 1 10 01 =11 MATERIA S 4) C15 0. 8F20-1 B-2T -01 u) 0 't "o, Ic precast lintels 3500 psi. v,�v �%, - ONLY IF NOTED ON LINTEL PLAN < 0 -.t CL Pc prestressed lintels = 6000 psi. 0) 0) < 6 - I -- I �, - l 71 §routed per ASTM C476 Pg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1B/1T 8F24-OB/iT 4iaximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. N-C-B-D-c minimum net area compressive strength = 1900 psi. T .0 3. If lintel is scratched or damaged refer to Powers Steel for repair. BD Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and *C D Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. 270 low relaxation. 8F32 013/1T 7132 wire per ASTM A51 0. 5. A bonding agent must be applied to the Steel Box lintels prior to 04 Lo 81`32 1 B/1 T Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications — cn 4 (D Lo 1C Lo r- 0, - Uo"', GENERAL INSTALLATION NOTES 94 D id u_ Provide full mortar head and bed joints. '0, 2. Shore filled lintels as required. 3, 8F40 0B/1T , ' 4 - tj- 0 0 3. Installation of lintel must comply with the architectural and/or structural drawings. ail mo-,F, ,> L -2 1., - % 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate o 8F44 1B/1T vertical cell reinforcing and grouting. Z- 5 All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and F-1 (0 longerwith a nominal height of 8" meet or exceed L/180. -7 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. vt- LINTEL PLAN NOTES: art", 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete i masonry units. 0 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1 - THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ONLY. To the best of the Enigll4t,, a coating of stucco applied in accordance with ASTM C-926 or other approved I , ion, and belief, the structura p ar�� 1�6%ew contained coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE within these drawings comply with the Florida Building 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) ASSUMED TO BE 16" MINIMUM DEPTH. Code 5th Edition (2014) Residential, Engineer's signature 0 0 loads shoud be checked for combine loading with the following equation: and sea] is only for the structural engineering portions of 8F28 1B/1T Applied vertical load Applied horizontal load 81`28 013/1T 0 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal. Safe vertical load tafe horizontal load <1 0 T 8'RF30 1B/1T — THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH no THE ELEVATION DRAWINGS 0 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 8RF40 013/1T THE PROPER LINTEL HEIGHT. C:) C) 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z r14 0 REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE "**� C:) INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. > U0 p COORDINATE. 0 N < ro Ln a- U) Z 0 2: (V — Ln 1Dr)XA1r=Q (ZTI=Pl I 1K1T[=I I(Z AKI AnF=r)HATr= er " H rn SUBSTITUTION @ ALL LOCATIONS UNLESS Ct-I 61 CL Z NOTED OTHERWISE AT OPENING LOCATION Co < E 1-0 K 1 Z 170 LU F- b )0 -J C) W 8'-0" LARGE CONCENTRATED T.O.M. LOAD NEAR SUPPORT(TYP.) 40" BEYOND POINT LINTEL COURSE LOAD MAMUM w/(1) #5 REBAR CL CL 0 132 Z ED LL 0 LU UJ r5 J Lu a - LU Co Z �- LUX U) LL LU LU 5 D1 2: in 0 0 Z < 3 0 Z �j 0 0. Z U UJ Z Z -J —J e > >- < � < < F 2: Z LZu F- Z Z 0�2 Z P #3 STIRRUP 0*1 U 0 =) U 5 04 0 U F- Cle C:) =, uJ N @ 8-- O'C', PRECAST C) co i, Q.0Z@ Z LINTEL PRECAST C:) W fy LINTEL Ln MIN. PRECAST LINTEL r*4 Ln HIGH SHEAR CONDITION ( �6 N SCALE: 1/2" V-131" Ce < Z C) d 0 < Lu a 0 0 U uu t! - 0 Z � I — ao 1--: -a Z =C', LZU g E 19 =01 0 TOP OF COL 10'-4" & G ONLY) r6 LU Z 1 <8 < -J —J < 0 0 Eu 2: R > 9 0 a. LlW u, 0 u. Z!� Z 0 0 a C) 0- 0 CY 2: V) 0 Inn -J LU ;� CL c) fy) Z MIN. MIN. U.J > Z 0 Z Z SCALE AS NOTED LINTELPLAN PLOT DATE: 12/7/2012 TECH: EPAND SCALE: Y4"=V-0" VERSION NO. 15m25 JOB NO: 16-6651 SHEET NO. L 1 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. I �) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, ORCA-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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308A 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 CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1 -11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, 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 (IFFIC), 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 51TMS 402-11 & ACI 530.1-11, ASCE 61TMS 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 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8"C.M.U. BLOCK: 55 PSF 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 TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 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. ROOFTRUSS 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 ONA140 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 U240 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 ILL 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 IA185M-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-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y2" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1 85 1 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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ks! C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 W1 (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W1 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 WA_LLS 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 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 LUMBER TO BE USED FOR 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 ANSI/TPI 1-2007, 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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA 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 A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B 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'XBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb= 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) 4.7. STEEL: Fv 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 1557-02EO1 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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 si n which identifies the termite treatment provider and need for re -inspection ancptreatment 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 V-0" away from the building side walls. grinkler systems includinvll risers and 3. Irrigation/s n 1 -0" of the building side wall. spray hea s shall not be installed wi in 1' 4. FRC R318.7- To provide for inspecdon for termite infestation between wall covering and final earth grade shall not be less than 6 inblies. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRG 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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - �Sn,,Trete ovewour and mortar along the foundation perimeter must e remove e ore exter or soil 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 vertical chemical barrier must be installed after construction is complete, including landscaping 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 b licensed pest control company before a certificate of occupancy will be issued. Tgeacertificate 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 V-0" 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= +1- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y811 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 3/8". 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. zo 0 - 0 Z < Z V) 0 C-0 LU U 0 LU 0� V) E 0 0 ZD to V) 00 CO r- C14 LU E (D CI) 0) ce) C W C0 2 P, cc,,), wig LL 00 :3 00 0 (D 2, (1) 0, < 0 CL 0) < 0 N,C-B,D-C C=> CC) cn CN LO c', to LO C), top) C� AD 0 Z 2-Z 1W 4W LL_ Ut > ut M 04 0 LL Z "n 0 V,, L �J belief, the structural plans and spe4jc6fi6ns 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. C) Z n4 0 (1) N 14 4-J Ul) - :3 c) > U.) C) 4-J < V) f0 Ln -0 0- Ln - V) 0 cli - Ln Z L_ LL r-L O-N >� � CY) U M r-I CL OC) Z § E fa LU C:) W _j 0 1.0 0 R� Z LU 0 Z LL, Z!j � 5ui 0 0 0 Z >_ Z < 0 zoiLo� Z - U 0 LO fL :D U Ch C:) W CN CL 0 Z @ Z rVI LL11 C:) Lr) r_4 C1.4 Ln W t 0 <ZU0 W 0 0 0 Ce 0 0 LU 2 > 9 0 V) LLJ LLJ 0 LL Z < 0� 0� LLJ 2: 0 < 0 Cyx LL 0 Lr) 8 Z Ce 0 C) LL] a. c) re) LL Z Uj > Z Z 0 SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + . . . . . . . . . . . . . . . . . . . + + 4� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-0, .. . . . . . . . . . . . . . . + + . . . . . . . . ... . . . . . . . .... . . + + + + .... + + + + 1_01� (TYP.) 0+. (Ty+p.) 6'-0" 6-0" + + + 4 + + + . . . . + + + + < + + + + + + + + + + :+ 15/32" CDX + < + + + + . . . . PLYWOOD OR + + + 7/16" OSI3 + 4' . . ... + + + + + + + + + + + + + + + + .. + . . . . . . . . . . . . 9 + + + . . . . . . + + + . . . . . + + + +z + ........ + \-RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 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 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.1 13x 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. 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 panels or 2 x 1-1/8" 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 CONS (Not required if both loa Filler 1/8" gap 1 Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 1 Od nails at 12" o.c., clinched when possible. Stagger rows from opposite 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 900 HOOK F BOND BEAM ....... W ....... ........... 7t EE STD 90- CONT. #5 CONT. #5 HOOK BAR BAR E #5 CONT. ....................... ...... .... ............ ............ ...... FROM FOUNDATION TO HIGHEST 1 BOND BEAM BOND BEAM STEP SCALE: N.T.S. _2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJ I TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRIG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION" INT. BRG. WALL N.T.S. 1/8" min. 21' min. I Small gap 2" " max. 4 max. Clinch nails when possible Tight fit 2x4/PIywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (11 Od) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1 900 plf max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists Load bearing wall must stack meet over wall, or wall stacks directly over wall or over squash=20 blocks and beam below Load bearing wall must stack over *Non -stacking walls wail or beam below.* blocking and wall or beam below.* require additional consideration. Check When joists meet over wall, provide local building 13/4" minimum bearing for each. 101-01, code for appropriate 0. TANK -LESS W/H 01 details in --One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing, CORNER OF I Noc' Wle 1 HOME--/ H C G GARAGE SIDE 0 00 Provide a 1equate bearing ist .c for all jo for each lapped joist. "o w s Use 1 Odx3" nails at 6"o.c. for all joist 51-131" 01 blocking panel *Non -stacking walls '0 0 STUB -OUT FOR 0 -011 Squash block Old nails require additional consideration. LO GAS METER 0 SECTION @ INT. BRIG. WALL 0 (2x4 minimum) N.T.S. 0 Bearing wall, Versa -Lam LVL or 7 Glulam Beam • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. T-51' (2) 16d TOENAILS 2" X 6" @ 16" O.C.- 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C.- 1T-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C, 161-51' (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._111 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8--61' (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01, (2) 16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3) 16d TOENAILS 2 X 12" @ 24" O.C. 151411 (1) USP HTW20 OR (3)16d TOENAILS TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). SOUTHERN YELLOW PINE, 55 PSF LOADING NO HOLES (EXCEPT MINIMUM SPACING 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (se6 (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges A 1)/2" ROUND HOLE MAY 6� BE CUT ANYWHERE IN ANTILEVER THE WEB. PROVIDE AT In LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN ly2,, NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 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. 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. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. 1Y2" 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 1Y2" 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. Web Stiffener Fastener Schedule Joist Bearing ocation Series D-e-p-th-T—End Intermediate BCI 5000s@ 9-1/21, 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d @ BCI 6000s 0 BCI 6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60suR 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7181, 3-16d 3-16d d 5_16d d 6-16d 2" min. BCI 90so 14" 5-16 4" max. =6 - 6-16 WEB STIFFENER N.T.S. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 1 Od nails. '-�,lnstall tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 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. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet Web stiffner as height requirements depth 0.6 X Joist D I —JOISTS BUCKETS N.T.S. USI MU THRL 5/8110 BOLT U M RTRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT—UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )IFFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION A/C CHASE 4" PVC TEM WALL LCIMM I'll lwl� SLEEVE THRU STEM 4 SEEPLANFOR---'� FOUNDATION INFO STEM FOUNDATION GRADE r--REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: 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� 4- 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE 'd 1 F_ SEE FND. PLN. SIZE & REINF PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" _\ CENETERED @ PIPE PLUMBING LINE PENETRATION L — — — — — — — — — — — — — — — — — — — — *'V. A SEE FND. PLN. [ SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE ETERED @ PIPE PENETRATION PLUMBING LINE CEN . . . T_ . ... 4,. f ME1 I _rEl I < �d T_ SEE FND. PLN. SIZE & REINF. e- -4 Z z CD < V) (D U_J 0 U Lu 0 V) -E E 0 W In n UO 00 E CD CI) 0) M r- "a co 2 -0 m r_ C11 0 *�2 _r 4i a 4) 0 = ILL 00 15 C6 0 r", 05 LO 0 < 0 CL B D, CID C" F4 Lb -zi; M Lo ru,-, -"S,- CO 1�/ W 41F 11-- do o C M 3,-'jg ra, % .9 0 -&, - - r- -� TO cr, 2 z LLI So" I 01 -ox El !Nw n, a n d To the best of the Engm�,§14.fNM belief, the an t i i structural plans s ee s 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. C) C:) z (�4 0 cu N P1 4—J 0 Lf) c) > J) M C) N z L0 M Ln "0 U) I: V- 0 N z — Lr) LL 0� 61 0- 00 < E Z LU C:) W _J C:) ko 0 0� Z LU U_ LUZ Ln UJ Z ir- Lnu a 0 0 Z<0 Z 0 0. W Z �i U < IE 2: Z_ LZ,, Z z ID LIU U 0 all LO 0 14 0 Ce 0 U = -1 N U 0 C:) Z U-1 C) Ln L0 _J LU _J le 0 < 0� e--s < Z U a LU 0 0 0 W 0 U LU 0 1_ 0 U_ 9 Ce -0 2 Z Z CL M LU �_ 2: Z LLJ = 0 0 UJ 8 2 20 � 8 2 a< r%,%% LUd LU 0 LL z < 14-1 2: 0 =) 0 0 M Ln LZL 0 C:) fy) r-q I-- c) ro < LL z LL1 > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 1 5 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) I VARIES INSU 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X'@ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN I ') 0 T UrNM17MITA A. . NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 012 & (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4.e,12. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.C. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER ,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF /4NAILING SCHEDULE ON SHT. SN1 ALUMINUM DRIP ELEV. VARIES \�,�EDGE ALUMINUM FASCIA L& SUB FASCIA %12'N.O. , '\-SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR RCHITECTURAL FINISH 1x2 FIT WD FURRING @ 24" O.C.--/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a-- -NOTE: EXTEND W1.4XW1.4 WWF 0 R DECO FINISH 4" to 6" "FIBERMESH" 71 BELOW GRADE .E I E X C14 A ;2� CIO Cn 6 MIL VAPOR,/ TH; 00 z BARRIER COMP. SOIL. (COMPACTED 95% MODIFIED PRO TOR ASTM D 1557) (2) #5 REBAR CONT.-/ 3" MIN. CLR. ON 3" CHAIRS TYP. 1 4" 1 11-4" 1 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS/ DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB: 1 4 - TO.H.D. RECESS PAVERS 4 41' 0? 4 SEEA/S30RJ/S6-� -ILrT--jI F 11 -17 FOR REINF. INFO. 3" MIN. CLEARANCE 1 '4" (1 STOR)']l / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STOR)� GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 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.) 5 .111=1 4IT;4 IL, I I, tM.. .� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. :� 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT, > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" OIC & ic� @ 6" MAX FROM END OF 2 x PLATE E .6 x 6 W1.4 x W1.4 i��l WWF OR FIBERMESH co CD r 4f!VFI L 1 8" 1 1 --4- L' 8- TYPICAL INTERIOR BEARING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CCIS3 OR - G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE: 3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP. SCALE: 3/4"=V-0" 2x STUD 8" C.M.U. /-1"xPT STUD #5 VERT. IN FILLED CELL C14 5/8"x6l' "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 114"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE 00 7 7 -T ri Ell I I FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-011 S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" OIC EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ 2"'x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x`12" TITEN HD @ 24" OL O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) 211 A. F. F. '-F 0 z 3 1/2" MIN. ELEV. 4-3 1/2" OL F- A. F. F. '-F '0 ILL C14 5- oo -TRUSS BOTTOM CHORD OR 2x4 BLOCKING X 5/8"OR 1/2" HIGH STRENGTH ------- 'T RUSS BOTTOM CHORD OR 2x4 BLOCKING W1 W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE ALIGNED WITH STUD BELOW TOP PLATE -2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 t7ZTRUSS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. CONNECTOR �1) ROW 2x BLOCKING @ MID HGT. FOR WALL ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 81-6". (2) ROWS 2x BLOCKING @ 3rd FITS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN ---4NSULATION PER CHART ON FLOOR PLAN 0 1) fl KIKIE:n-rn Vor- or- 1 1L UVII4114MIL, 1 vr-A 5/8" x 10" "J" BOLT @ 24" 0. C. W/ or- 17 14 %j r,% 2"'x3/16" PLATE WASHER (TYP.) ,2x P.T. BOTTOM PLATE (ALT: 1/2"x`12" TITEN HD @ 24" ,,,2x P.T. BOTTOM PLATE O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH /WWF OR FIBERMESH F (2) #5 CONT. I Jill I I 1 1 4" 114" 81, U.N.O. MIN. TYPICAL BEARING WALL a STEP a SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 60"" S1,031", �? -\ve,o �o?'Js -2x STUDS @ 16" O/C ZULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER IIACT) I ATILI CIDOT1 I AVC011211Q-1 TUIrIk'CAPI-I CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3 1/2" MIN. 111 4 U, ::I''111=11 '�1/2"(min.)-4" I r tinriir, I qA .0 -1U. E�i I I (2) # 5 C 0 N T. T I =lYn' 11111, I= I F 411 1 Illy U.N.O. MIN. 5/8" x 10" "J" BOLT @ 24" OIC W/ 2"X 3/16" 3RD LAYER 1 . /8" THICK. @ K.O. BLOCK PLATE WASHER TYPICAL SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR \u 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED ' ",-, 111 - :1 -7% BAR I - A I E PER MANUF. "�'-#3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE FINISH GRADE 60 [GRADE 60 MIN. Fy-- 60ksi] Cl) 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIE Z'1=1 0? 031 701M X,66 Tx��11 R 1718" -"-#5 - - ''U1 REINFORCING BAR Tr= I> I 1=1 I I = - FIT;Ml E I-- - I I -I I 1-1 #5 LAP SPLICE IT- fldlw COMP, SOIL. (COMPACTED TO 4 95% MODIFIED PROCTOR ASTM IT D1557) 4" V-411 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REBAR DETAILS F SCALE: N.T.S. 1,,13� ,f- 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--, GRADE CID 1-=l U=7.11 M I IEI I 5 REBAR w/ OPT. CRE I EN I ENCLOSURE 4" MIN. P.T. 2x 1/2" GYP. BD. TYPICAL THICKENED SLAB EDGE rL 2" HOLD GYP. BD. SCALE: 3/4"= 1/2" FROM SLAB "0" PLO'-O" CONT. BEAD SEALANT BLOCK WALL BEYOND 2X STUDS @ 24" O.C. U.N.O. INTERIOR EXPANSION JOINT 4. 3 1/2" VARIES 13" 4 GARAGE O.H.D. RECESS 'E� 1 1/2" RECESS FOR x 6 W1.4 x W1.4 WWF OR FIBERMESH C�14 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) CONCRETE NAILS W 1 1/2' E W/ DRYWALL SCREWS @ 8"O.C. EMBEDMENT @ 12" O.C. 04 A INSULATION PER CHART .4 STAGGERED, FROM BOTTOM A < PLATE TO CONCRETE ON FLOOR PLAN A (MIN. SHEAR 180# MIN. CONT, BEAD SEALANT - A < 0? 00 TENSION 120#) CONCRETE SLAB E= I = .LL .4" WWF OR FIBERMESH 4RE C0 co 7 6 x 6 W1.4 x W1.4 00 C-,, Z:-- '4t RE 6 MIL VAP SEE A/S3 OR J/S6 T SEE A/S3/J/S6 . . . . . . . . . . . . BARRIER FOR REINF. INFO. 8" FOR REINF. INFO. 3" MIN. CLEARANCE I t OPTION #1 1-4" (1 STORY) SEE TYP. WALL SECTION FOR ADDITIONAL T-8" (2 STORY) 4" 41' SLAB INFORMATION. ("-M� GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK SLAB STEP & RECESS (ED S.G.D. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3/4"=V-0" �,S3,/) SCALE: 3/4"=V-0" "3,) ADDITIONAL INFORMATION. I YFIUAL b AKINU WALL LCV b I ItF SCALE: 3/4"=V-0" S3 NOTE: SEE SECTION CIS3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACEANCHOR BOLTS 6" MAX)IFROM END OF 2" x PLATE lu Uj CD (2) #5 CONT�-- I ON 3" CHAIRS (TYP.) 811 V-4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. !� V-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4'. 1/211 GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 518` EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) s E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 11 11TIM .11 r=I I rz 9 81, TYPICAL INTERIOR BEARING WALL W/ UPLIFT SCALE: 3/4"=1'-0" MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ MAT REINFORCING. z 4 00 GRADE Lu 2� 4 Z LLI 51 n- LU 0 z o ED U) Lu 7 < 00 4 LL L) M 4 < OOTING 0 BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. � S3 L3 Ln CD to z -/:) C LU r) U 0 U-1 ::D E 0 C4 U) M I-- C14 0 LU I_ E 0 a) M 0) CY) r- M M E :2 C') 04 q (D 0 0 C) LL 00 - co C) 0 V W CL C:) L" M < 0 AI 8D. N-C B-D-C -M, co 0) CNI LO C> e C') � k11 '�ii - � C,4 4 z vIr 1z - '3 , L4 Lal". > < LL'- LaLl Z-1, 0 1A 4 0�,% Z J.8 LL 74 W . , Uj N To the best ofthe Engineer's lknowledj(�, inicr;�ation, 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. C) 0 Z 0 C:) U0 1 5 t.0 > (n ry) C:) p (A f0 Lr) < LL z fa 0- 0C) < lo z § E ", z C:) F- WLU -j C:) I'D z 0 ED LL LU Z I.- Ln LU ro z z .,c u, U F- (n 0 0 0 z < 0 z a. 8 WZ P zz q z b a: Uj LU ce Zj S, �: 8 so 04 n F- O� CD U = 0 ED LLJ C:) 2 I-- R 0 Z @ U.1 z CY) ce LIJ, C:) r*4 r-j In LU 0 C ., LLj F- Q� L. 0< ZO 0 0 LLj LU <6 LLI � -> 8 2 LU 0 LL Z -at -, <Y � �-- X.: 0. M < 0-1 =) ,� 0 a x u- V) V) z 8z< LLJ 0 C:) -J ce LU z LU 0 Z Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FLORES VERSION NO. 15.,25 JOB NO: 16-6651 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE 1/2" MINIMUM CEMENT FINISH_,, '�/—TYPICAL C.M.U. WALL 12 OIC PLAN PRE-ENGINEERED WOOD TRUSSES @ 24 (TYP-) SEE ELEV. STANDARD 3" DIA. TEE - 3/4" FURRING STRIPS UPLIFT CONNECTOR (SEE SCHEDULE) -4 (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION - DOUBLE 2"x4" S.P.F. TOP PLATE To 2x6 2x8 WALL BEYOND PU FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT 7 5/81, 8" 7 5/81, 8" 7 5/8" 8" CONNECTION @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS —\f DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 2x DEAD WOOD @ MID MIN. EXTENSION FROM v LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK -SOLID AREAS ARE SOLID AREAS ARE WALL IS 1 1/2" MAXIMUM TONEAILS SPACED STEELAND GROUT STEEL AND GROUT DOUBLE 2x TOP EXTENSION FROM EXTERIOR CRICKET AS REQUIRED PLATE EVENLY FULL 8x8x16 BLOCK FACE OF BLOCK WALL IS 2 1/4" INTERIOR PT24 @ EA. STUD WALL HEADER FLUSH TO OUTSIDE OPTION TO DRAIN Ot DOOR OPENING IF=-] FF--7-1 DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING 2x BLOCKING @ EACH END W/ 1 Od @ LIR FASTENED TO TRUSSES WITH 8d 11 COMMON WIRE NAILS @ 4" O/C BLOCKING 4" O.C. FROM EACH HEADER FACE EXTERIOR J F1 BOUNDARIES 6" O/C EDGES & 8" TO BLOCKING WALL CLEAN -OUT rA WALL O/C FIELD --(2) 2x HEADER SCALE: N.T.S. PER PLAN 2X4 PT STUDS @ 16" O.C. F111 (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS 2x BOTTOM PLATE W1(1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 1 ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSEBELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALLIS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD MANUFACTURER. LMAIN SPAN 2 x 6 (MIN.) FRAME MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW rB MASONRYLAYOUT D� UPLIFT CONNECTOR � �4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT, (SEE SCHEDULE) SCALE: N.T.S. SCALE: N.T.S. 1\,., �4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED SEE ELEV, --�PRE-ENGINEERED WOOD W/ STD. 90* HOOK IN K.O. BLOCK TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR KNOCK -OUT— 518"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL (E (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. DOUBLE 2x4 SPF #9 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. � S4 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W1 (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 1 Old TOENAILS T&B -14 AS REQ'D 2x BLOCKING @ MID ,----POINT EVERY OTH + + STUD W/ (3) 1 Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO -1 TRUSS BELOW lkb 7 4 STD. 9d'HOOK— LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-13" WIDE (U.N.O. ON PLAN) T OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION --- F RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD PIPE OR DUCT W/ PENETRATION THRU TOP PLATE w/ MORE a EACH END C —WALL THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN 4 < zz" - DOOR STOP PSPN516Z wl (12) 16d NAILS SEE PLAN FOR MORE INFO TOP SPLICE z !W� MOLDING 2 ROWS 10d @ 3" O.C. (14 18-1 Od NAILS 2x TOP PLATE J C/) \�2-16d GARAGE NAILS TOTAL) EA. SIDE OF NAILS @ 24" O.C. OR DOOR 'V&,, SPLICE STAGGERED --I/— EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T.. 518"DIA, X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT 2x STUD 24" 1 Od @ 8" O/C *MAX 5/8" W/ 5/8" W.A. W1 @ 5 1/2" MIN. EMBED O.C. MAX. -PROVIDE P.A.F. NAILS OR L�j 2x P.T. PLATE-�--,, EQUAL @ 12" O.C. SEE A/S1 FO= STAGGERED FROM BOT. DOOR TRACK---// ATTACH ALL EXTERIOR STUDS UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ W 16d TOENAILS T076PPLATE NOTES: NOTE: 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS IC FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPIL 1/2" EXTERIOR GRADE SHEATHING FILL LINTEL AND ALL CELLS ABOVE LINTEL. AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON - WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C PORT LISP HTT16 EDGES & 8" O/C FIELD @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL USP SPT22 @ EA. STUD — % VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED TYPICAL GARAGE DOOR BUCK (K TOP PLATE SPLICE DETAIL rM 2x P.T. PLATE ;2! 7-:713LOCKING (TYP.) PROPERLY. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE:NTS � �4 F TRUSS F= 2240 LBS 5/8" x 10" "J" BOLT @ 24" O/C MAX SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE OPENINGS LESS THAN OR EQUAL TO 6'-0- IN WIDTH DO NOT USP REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT.. FLOOR PLAN, MOISTURE BARRIER AND FILLED SOLID W/GROUT TYPICAL FILLED LINTEL ASSEMBLY G� 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. ��4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS EA END EA END EA END EA END 1'- 41 (1) (2) (1) (2) (1) USP LSTA30 41-91 1 (2) (3) (2) 1 (2) (1) USP LSTA30 9'-16' 1 (3) (4) (2) 1 (4) (2) USP LSTA30 IT—Uze ot, 14 SPT24� UEF SP 14 SPT241 TU SP SPT4 USP ROOFTRUSSABOVE 2XTOP PLATE OVERLAPPING X BLOCKING 2X STUDS @ 24" O.C. \-NAILED X --�--(2) /8"xl 0' "J" BOLT @ 24" O.C. MAX. INTO 16d TOE NAILS 1 Od NAILS @ 6" MIN� (2) PER BOTTOM PLATE v 0 7 TRANSOM FRAMING TRANSOM FRAMING STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE Or= or-1- 1 IUN PtAlo I AND BB/Sl FOR 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL—\ WITHOUT UPLIFT \--USP SP SPT22 K.O. BLOCK W1(1) Uj EE FLOOR PLAN NOTES FOR REQUIRED CONNECTION S�T4 USP S RECESS BOLTS @ 24" O.C. AX #5 CONT� & FILLED 0 LINTEL 5/8"X10" J-BOLTS lot 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12" O/C FOR 2"xl 0" OR P.T. BOTTOM P 2X8 F E KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d GREATER HEADER \-5/8"x`10" TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) 11 1. USP C (MIN. (2) PER BOTTOM PLATE) C k I n1b lb A Kr-Lulvit-NUA I 1UN run UU14b I hut, I IUN Ur I NO rurtivi. MN T lU0 X 1 /2 Z4 \—(2) 2x HEADER SEE PLAN MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) '—INTERIOR HEADER FOR CLARITY SEE DETAIL IN POSITION 10d NAILS @ (1) 2x SILL PLATE W/ (2) K/S4 GARAGE ENTRY FORM DETAIL OIC TYP. BOX HEADER 12d TOENAILS. SEAT FOR BLOCK IS POURED 6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x ONLY EXTERIOR HEADERS IN PLACE CONCRETE CRIPPLE STUD (1) 2x SILL PLATE W/ (2) GARAGE FLOOR SLAB /--8x8xl 6 C. M.U. GARAGE DOOR RACK MOUNTING BRACKET TYPICAL (U.N.O.) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x TROWEL FINISH SEE GENERALNOTES SILL PLATE W/ MP3 CLIPS SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE CONNECTION ASSEMBLY FOR DRAINAGE . ...... '--2x STUDS TYP. GARAGEFLOOR ......... .. ......... USP HTT16 TYP. U.N.O. SEE N/S4 TRAVEL DIRECTION OF ..... GARAGE DOOR ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT MOUNTING BASE DETAIL SCALE: N.T.S. 4 SEE PLAN FOR FOOTING 'BOTTOM OF MOUNTING �BE P.T. BOT. PLATE DIMENSIONS --,�OURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER rp SHED FORWARD THIS DRAWING. 1AIA1 I W Ar) Q r) TAIII uOr Or SPT241 or or us //,SP TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING USP SPT2� SIP ///-USPT4 4 �4 2X8 P.T. BOTTOM.�, PLATE 1 Od NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. L PLYWOOD 0 SHEATHING PLYWOOD FASTENED TO TRUSSES ITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD -PLYWOOD SHEATHING MASONRY- P WALL BELOW 5/8"X1 0" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM T4 PLATE) ALTE NATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. SCALE: N.T.S PARTIAL INTERIOR ELEVATION L5/8"x`10" "J" BOLTS @ 24" O.C. MAX. r /-XIVIIIIUL)r-lt-%ILOMDUVr-C:1'41r%T SCALE: N.T.S. SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. �4 q) to Cold) Q) 4-J U-1 U 0 LU E 0 Cn ce) V) rz cn 0 U-j E 0 d v, 000 ai oil Cn C) :S LL 00 :3 - 00 0 3 i::- 4) a) "d < con co CL 0 L () 0 A I tit N CI*4 z UU S ei LL4 W LU z 04%- M*a z W L J 1� Q o e es o e ng nee s now e ge, n rmat on, an belief, the structural plans and specificati ns 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. z r%4 0 (1) r,, 14 4-J C:) - = '.0 C:) V) C�' z M Ln V) U) �V7 Z ("Ln U- Ce U>- M r� < OL. 00 E W z z Lu —i C) ., e 02 z LU LU LL Uj co z LU) 0 0 M.) Z��z Z, zz I-- qq smi W� U. 08 -. 040 O�O U LU 04 C:) 0 z z UJI Ln 11714 r-j Lr) 0 7<' Lu < �- �: �e Ln z LU C, 08,0 0 0 2: - 2 2 L>u 9 8 --j LU LU 0 U- z 02: on (*%4 < � 0 X: LL Ln Ln 9 � -J LU -i LLJ CD < z LU > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. S4 -s SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKERZ NAILING SCHEDULE FOR USP RT1 6 OR EQUAL @ TOPCHORD @ 24" O.C. SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR �— !�,� x -- x ".1 � OUTLOOKER FIRST FOUR 7"M 7 ; ROWSOF 45' f2 4 A X. TOP CORD BLOCKING 45'± 45'± //,t7!f _9 X4 2X4 CONT"L" BRACE TRUSSES @ USP RT1 6 OR FOR FIRST FOUR FASTENED W/ (2) 1 Od EDGES OF 2x4 CROSS BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT 1" BRACE TO EXTEND SHEATHING TYP. X4K KERN 2X4 KICKER 2x8 SYP#2 1" BRACE TO 48" O.C. EACHJOINTW/(3) 10d @ _O�F @ 8'-0" O/C. 8 O/C EXTEND @ LEAST 90% OF MAX. & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. I r_1A E TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOO DOR EACH JOINT W/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING F, & (2)1 Od TOE NAILS @ / 9\- FROM LEDGER TP ATTACHED W1 10d /* i EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABL TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 1 OdX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD x @ 6" O.C. EDGES AND 12" 2X4 "T" ON TOP OF PANEL BLOCKING WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"X6" P.T. SILL ------------- NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM T- I USP HTA20 OR EQ. @ 6-131" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0 MOISTURE BARRIER USP HGAM 10 W1 (4) 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS . O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 Odxl 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION SECTION WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 SCALE: N.T.S. REFER TO DETAIL J C-N C-4 ON SHEET S5 FOR X-BRACING, AND TOP x CHORD BLOCKING 00 INFORMATION -111,2 21 WOOD TRUSSES 00 4 00 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF 12" BOTT. CHORD FOR 4 lip TRUSSSPANS 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 W1 (2) ROWS OF OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24' (D = 0.148', L = 3") OR EQUAL (D = 0.207", L 4 112") OR EQUAL (D = 0.207", L = 4 1/2") 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 5 1/2" 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. (�b 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARIffG LOCATION �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-10" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� ADDITIONAL INFORMATION. 2"X4" OUTLOOKER @ 24" O.C. W1 (2) 10d PER JOINT IINIMUM 2x :ROSS BRACING -�77 3EE PLAN FOR xr OCATIONS) j 1 Odx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT 21' 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 2"x4"--'�I/ RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.K MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEESTRUCTURAL- 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 SEE STRUCTURAL NOTES IG AND NAILING BACKNAIL W1 (2) 16d NAILS SCHEDULE FOR SHEATHING L DETAIL 2x4 OUTILOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) 1-1 TOP CORD BLOCkING USP RT1 6 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS EA, OUTILOOKER SCHEDULEFOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL BLE TOP PLATE 2"x4" CROSS BRACE CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2) 1 Od & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END LL SECTION FOR SPACING 2x4 PANEL BLOCKING 112" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W1 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & I NI (2) 16d NAILS BOTTOM ATTACHED 2X4 PANEL BLOCKING 0 4 8"A 2X4 BLOCKING W/ (2) 16-d TOENAILS O.C� FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END -V -V2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2) 16-d TOENAILS I 0dx3" @ 4" O/C 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION SCALE: N.T.S. BACKNAIL W1 16d NAILS 2x4 OUTLOOKER (2) @ 24" O/C TOP CORD 8d @ 6"O/C WOOD TRUSSES BLOCKING FOR I x U SP RT1 6 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER EDGES OF SHEATHING TYP. BRACE TO EXTEND vL" AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" 16d NAILS OSB SHEATHING ATTACHED (2) � W/ 1 Od NAILS @ 6" O.C. ES AND 12" O.C. FIELD USP HGAM 10 WI(4)-3116"xl -3/4" - JACK TRUSS //-SEE PLAN FOR WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2X4 "T" ON TOP OF PANEL---' ULI� BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. \--MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1" BRACE W/ I Old @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO W-101" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION CONNECTION 2x4 OUTLOOKER BACKNAIL W/ (2) @ 24" O/C f- -17 BLOCKING FOR USP RT16 OR FIRST FOUR ROWS -xz EQUAL @ EA, OF TRUSSES @ OUTILOOKER 24" MAX. EDGESOF SHEATHING TYP. 1" BRACE TO EXTEND /r-AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD NAI I 1-2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C USP HGA10 @ 36" 7 O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION r4 SCALE: N.T.S. -, �5 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3) 10d x 3" @ - \\\ EACH CONN. @ 24" O/C - b;, _MOISTURE BARRIER \-BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S 5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"X4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0-101" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 0 z W 9= 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING --2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED 10d NAILS 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL r5 SCALE: N.T.S. ��S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED ---16d NAIL W1 10d NAILS @ 4" 0. TYPICAL 4 AL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" OIC 75FZET -.-GABLE TRUSS :tttl TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"'-7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. LU d Uj C> 9 9 z b W C < 9 9 9 b CD 1— LU NOTE: 1) SEE TRUSS MANUFACTURIER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" 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 W/ DROP CEILING BRACING DETAIL /TOP & 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 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 (D LO 7, CD (D 10 z V) Q) V-) 4--j Lu 0 U — LU D 0 -'V) V) 16 E 0 V) (0 M C) [-- MC14 a) U-j l E Cl) 0) co r- ca co �m -0 co - 04 'r 8 0 0 4) CLI 0 15 00 0 jz�, 05 0.8 -1.e < 0 0 W < 0 �B N C BD C C -a. A �2 C', > N PlYFA. (0 U*� C', r�o z Ja % 0 LU :'IN'ALL, W Ul" LU V -0 rq toy-% 0 1- C"�� to) LL < NI < M ' -, % To the best of the En -nd , q A gine,�� milogg d belief, the structural plans and sp�eZW&i 66ntainp 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. C� z r-j 0 cu N 4.j C:) c) z > c) M Ln :9 v- �5 < U- CL z � fy) >, fo T-q Ce U (a. 00 < E z z Uj C) LU —j C) ID T4- 0 Zo au, U,-, UJ Z U, z �2: 0 0 zo >z Z. >- < -U, zz z <4 U.1 pi -LU, 2v S 80 8 0 all C:) 0 U3 0 Z z M 02 UJI C) T--1 N Ln r14 C**4 Ln cl� z U 0 0 < e-s < Uj 0 LLJ ce U 0 r 6 zn 1.0, - -0 Z 0 =C', 2w: g 1z z =01 z Uj LU L, 0z 0 0 LU 0 u- Z < < <, �,- 20: On =3 < =D � 2 gx: LL z >1 z < 0 C) rh .2 �2 LU < 0. c) cy) z LU 0 z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 1525 JOB NO: 16-6651 SHEET NO. S5 12 INSULATION - BAFFLE INSTALLATION PER CHART ON SHEET S3 518" OR 1/2" HIGH STRENGTH CEILING NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS BOARD PER CODE W1 13/8" DRYWALL 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH 4: �12� (4 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UND15RLAYMENT FOR ROOF PITCH 4-�12 PRE ENGINEERED WOOD TRUSS @ 24' HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. -15 LB ROOFING (SHINGLES) -SHINGLE ROOF FOR UNDERLAYMENT REQUIREMENTS SEE R905. 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER UJ PLYWOOD, SHEATHING j 2X BLOCKING @ EA. WALL _ Cn NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER ILU METAL LATH. FIRST 2 LAYERS 318" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Old 1, LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD UJI INSULATION PER 112" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6" O/C TOONE SIDE OF THE FLOOR TRUSS FORAN AREA 1000SQ. < FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER =1 A F-1 H - -*H 1/2" HIGH STRENGTH OR 5/8" GYP W13 (OR 5/8" " " #J* GYP. TYPE )C @ GARAGE ONLY) W/ 13/8 DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP W13 INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WID FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONIC SLAB MIN. PSI MAY VARY PER MUNICIPALITY 6X6 W1AXW1.. WWF OR FIBE S Ell =111EI H ME 4' /7- STD, 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M Co - U_ LU 0 4"x4" INSPECTION PORT AT cr m 0- EACH FILL CELL TYPICAL Cl) a - AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE 00 (3) # 5 REBAR ON 3" C 11__STD. 90'HOOK -LL[ (SEE DETAIL) W/3" MIN. CLEARANCE ;HAIR TYP 2-STORY WALL SECTION SCALE: 3/4"=V-0" S6 9 0? USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD 'END SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. USP LSTA24 STRAP W/ 8-1 Od x 1-112" NAI LS TO STU D & 8-1 Od x 1- 1 /2" TO BAND JOIST @ EA. STUD 2nd FLOOR WALL----- 1`1 BAND JOIST 'USP MP4F @ 24" o.c. w/ 12-8d NAILS 1st FLOOR WALL SCALE: N.T.S. 2"x BOT, PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE MP41F & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. TO STUD & 8-1 Od x 1 1/2" TO BAND JOIST @ USP LSTA24 STRAP W/ 8-1 Od x 1 1/2" NAILS EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. 2"X4" PANEL BLOCKING @ 48" O/C FOR THE FIRST T-O" OF END WALL FROM EA. END. (TYP.) TOP & SCALE: N.T.S. SPACER BLOCKS E S6 "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 BOTTOM CHORD ATTACHED W1 (2) 2ND FLOOR FRAMING - SEE 16d TOE NAILS SECTION J/S6 DECKING --\ ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED PLAN J INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48" USP HTA20 @ 24" O.C. W/ O/C FOR THE 1ST 2-101" OF 10-1 Od X 1 112" NAILS INTO END WALL W/ (2)1 OdXT' @ EA. BLOCKING TRUSS & MIN. 4" END INTO 2"X4" BLOCKING EMBEDMENT IN CONC. 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION � �Sl FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. USP HTA20 @ EA. TRUSS W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR TRUSS & MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=V-0" FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 112"=1'-0" "6 NOTE: I - SEE SHEATHING SEE TYPICAL WALL SECTION SPECS ON FLOOR C/S3 FOR ADDITIONAL INFORMATION GYP. W.B. MIN. @ //-1/2" 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-13" 2"DIA.X 3/16" PLATE WASHER USP SPT22 @ EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL 2 x STUDS @ 16" O.C. TENSION 2600#.) 2X P.T. PLATE — 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH > 4' /= llr� I' i —I I iLL'Fi 11 8 V-8" CHAIR W1 3" MIN. CLEARANCE :11 IfFLUF1 I I 1=1 (3) #5 CONT. ON 3" INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-10" ADDITIONAL SLAB INFORMATION. 15132"OSB EXPOSURE1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF 4 NOT FULL HEIGHT SHEET C 11 11 P11 11 11 - - - FLOOR SYST _(iir - 31 - - - (2)- 2x TOP PLATE BEYOND IT - ------------ -Tr- Tr_ TT_ rr —15/32"OSB EXPOSUREI F SHEATHING Lu uj SOLID 2x Lo BLOCKING @ ALL 1i SHEATHING 0 EDGES(SEE U) I OPENING III IL 11 11 - SECTION X-X) � Lu o- 0 �11 I'd] Fj I j17 1 11 E �4 ir - 111 uj -2xSTUDS LU BEYOND. Cn SEE PLAN c :i 0 U) - W I-L iL III, a IL LL / \\-2x4 P.T. BASE 2x RIBBON OR VERTICAL 4 \--&JHORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM AAIAII I rA r%IA-rl^kl r"%IA^r1jAhA 4 FT. ------------------ ---------------------- i 1z 4 FT. (D 'Al ----------------------------------------- 5 FT.1 4 FT. ------ (D 5 FT. -------------------------- 4 FT. ---------- C2 2 4 4 FT. 4 FT. ----------------------- G) G) 9 ----------- 4 FT. C2 4 FT. ROOF NAILING ZONE DIAGRAM 2x CRIPPLES @ - 16" O,C. W/ (2) 12d TOENAILS TIB 1 Od NAILS @ 8" OIC TYP. - DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0 w U) z C. 2 - LL 0 0 Lu 0 0 6� cc 0 0 U) F-- m � =) 2 U_ KW W 0 u- 0 6�: CD m 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,C IN FIELD (NOTE: IF 518"PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 112"PLYWOOD (TILE) OR 7116- OSB MIN. (SHINGLES) SPAN RATED 24/16 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 1/8"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 3/4" S 1/2" S /2" 4i 4*, " 11, S 1/2 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING WALL SHEATHING INSTALL. & NAILING SCHED. NAILAT BASE 2 ROWS@ 4" O.C. W/8d COMMON NAIL @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL (5 NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL @ NAIL INT. AT 3" D.C. W/8d COMMON NAIL (Z) STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W/8d COMMON NAIL SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER O.C. W/ 8d COMMON NAILS @ 4 (2) 8d NAILS @ 3" D.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END F-E: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X2112" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE �OT SURFACE MORE THAN 1/8". AT ALL PANEL BLOCKING LOCATIONS MIN 2 X 4 #2 SPF TURNED VERTICAL W1 7/16" OSB FLITCH PLATE TO W/ (2) - 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 1 I W/ (4) 8d NAILS (2) 8d NAILS @ 3- D.C. STAGGERED SECTION X-X 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 \—INTERIOR HEADER (1) 2x SILL PLATE W/ (2) BOX HEADER 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 2) 2x T fl(N E F op 0 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 W1 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN, TYPICAL TENSION 2600#.) N C SLAB W/ 6x6 W1.4xW WWF OR FIBERMESH '\ 2500 PSI CONCRETE MI 1.4 E to . . - t -�A C-4 I I IE—:1 I co A 7R 'PICAL . 1 (3) # 5 REBAR ON 3" CHAIR 4" -811 W13" MIN. CLEARANCE 6 ALTERNATE FOOTING @WOOD 1 ST FLR. SEE JIS6 FOR ADDITIONAL INFORMATION. 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" OIC -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 WEEP SCREED INSTALLED PER. MANUF. _2X P.T. PLATE 00 FINISH GRADE 0? 9 111 SCALE: 3/4"=V-0" _D CO < I :7 0 U0 0 Q) n Uj U LU 0 E L/711 0 00 0 04 a) m 0) CY) LU E 8 C ca m cc 'a co " *r- 04 0 0 C, C) 05 00 0 P 0:� .2 U) CL a 0 < < 6 A Wa. N,C,B D C V ce) (0 U'3 - LID 1- ItA zz —Aiii. '3 C4 W 4W 0 0 5, _j LL �L t3� -�(n (n Z To the best of the'tnjinee;'s kiw; I belief, the structural pf�lh�,Ia'rjyo within these drawings comply wiffi th6 Ft rid; Building Code 5th Edition (2014) Residential. Engineer's signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) C:) z r_j 0 a) N �-4 :!=! C:) v) > c) zV) C:) fu Ln < 0- (A - V_ V) N a) Lr) < " LL_ zCL 0� U 00 < E z § (0 z LU C) W _j C:) 0 & Z W U. 0 LUZ 0 - U .0 � x 'OL� U i- m: 0 0 ro- 0z >_ Z < 0 Z Z 0 iL _j 8 Lu. U- 0 U_ Z LU 0� LU 2: 0 0 0 r".4 OR 2: U_ Q V) Z Z 8 < 0 C:) rn -1 _j Q� LU _j CL < " �E 'm 1.- c) < z LLJ > 0 Z z S CALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 15m25 JOB NO: 16-6651 SHEE-r NO. S6 (MONO) THEN WRAPPED AROUND STUD (USP t MTW12) PLAN VIEW 11 SCALE7 V-0' NOTE: 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 U1 STRINGER MUST MA CONTACT WITH LAN 2x4 CUT C., DOES NOT BEAR IN WALL GLUED TO 2x8 F yt� ALIGN THIS STUD WITH FACE OF 2ND RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN -1' 4 AND -1" GAP TOP AND 2 BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 2, SCAB 2x4 GLUED AND NAILED (EACH 2x12 SYP FSIDE) TO BOTTOM EDGE OF 2x12 STRINGER STRINGER --L---PROVIDE MOISTURE F>< I PROTECTION ZATTACH ALL COMPONENTS IP BLOCKING OF STAIR TO CONC. W/ -1" X ATT )N'-NISJ 0 W � ING _,� X F 4 FOR STRAP z "0 VL C. I PT NOTCHED INTO STRINGER 2 a' D NAILED TO FLOOR WITH GLUEt (USP MTW12) BEHIND 4" TAPCONS @ MAX. 32" O.C. S RISER ATTACH ALL COMPONENTS 1x4 GLUED AND _ STRINGER CONTACT POINTS OF STAIR TO CONC. W/ -1.'X NAILED TO STRINGER 4 2 -11'TAPCONS @ MAX. 32" O.C. 4 SECTION VIEW "All STRINGER MUST MAKE FULL CONTACT WITH LANDING L 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEAR INWALL 2X6 SYP 2X4 AN 2X4 CUT ON BEVEL AT DOES NOT BEAR IN WALL SCALE: 1 V-10" PT NOTCHED IN D NAILED TO FL( STRINGER CON - SECTION VIEW "ID11 SCALE: 1 V-0" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING —2x SYP CUT TO FIT BEARS IN WALL x12 SYP �T___BEARS IN WALL BULLNOSE DETAIL SCALE: 1 V-0" NGER ]iLUED NAILED SECTION D—D SCALE: 1 V-0" —3/4 PLYWOOD 3/4" RISER CUT TO FIT ON DECK MAINTAIN BETWEEN -1" 4 H AND -1" GAP TOP AND 2 SYP GLUED BOTTOM, GLUED AND 2x4 syp AND NAILED TO NAILED TO STRINGER blocking for FRAMING strap (U 2_X4 DRAFT 2x1 2 MT STOP TREAD 2x12 TREAD GLUED GLUED AND AND NAILED NAILED---\ 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE44 STRINGER CONTACT POINTS Y1X42x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2X4 BLOCK IN KNEEWALL FOR 2x12 NAILING LUJ GLUED AND NAILED TO STRINGER FOR DRYWALL SPACING S H ECTION VIEW SCALE: 1" = 1,-0,; 2 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE-ArT STRINGER CONTACT POINTS _-V BLOCKI�p FOR 3 STRAP flSP 7 MTW12) x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING SECTION VIEW "B" SCALE: 1 V-0" ER SECTION VIEW "Ell SCALE: 1 V-0" /E% SECTION VIEW I SCALE: v-0., 2 -3/4 PLYW ON DECI< --2x8 SYF AND N/ FRAMIl', 2X4 DRAF_ STOP 2X4 BLOC� roA., A GLUED AND NAILED TO STRINGER DRAFT )p 8 SYP DRYWALL STOP JST NOT TOUCH -RINGERS G x4 BLOCKING FOR 2x12 x4 PT UNDER 2x12 TnD nr� AND NAILED TO LVL 111C11 SECTION VIEW SCALE: 1 V-0" CONN. TO BOTT( OF NEWEL POSI PER CONTRACT, PROVIDE SOLID BLOCKING )ER BELOW ALL NEWEL POST VL FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. SECTION VIEW "Gil SCALE: 1 V-011 POST LET INTO -OCK ING 'X8 BLOCKING -OR NEWEL POST -0 ANCHOR TO. GLUED AND NAILED) LOOR TRUSSES NEWELPOST BLOCKING SCALE: 1 V-0" 0 1 /AIM UUINO I MUU I IUIN Ur— I /AILO (IF 1 1X17 REDUCE SCALE.5) SCALE: AS NOTED JOINT -TO )ISTS) NAILEDAND TOP PLATE '4TO RIM BAND, JD NAILED TO VVALL BELOW JOINT -TO )ISTS) 070 USP (I ECTION VIEW 111-111 SCALE: 1 V-0" LO z z < I CL V) f IN %.;., C-0 LU 0 LU (,n 1- E 0 0 (n M M Lij E 00 0) CY) W ce) cE .- r- co 04 0 0 CD LL 00 1:5 - CO 0 j:z 65 8 0 0 LO CL A I 8 D. N C WBD, 1; lei 1�2 C%4 LO `0 Lo LO r- OVAY M 0 �710 co z % 1 7, lmok"t T: -_; LL Z., ! ��8 zk Ell P Z, S;,j,- 4% To the best of the En'."Q y.yv..14g�,,�*h�ation,.nd i2�'sWi " 97's a b' belief, the structur I p a I � allo ns 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. I C:) C:11 z f%4 0 a) N 14 4-0 C) (n I t.0 =_ > (1) ro C:) 14 c) z 4-J N fU Ln CL U) (n 0 a) — Ln L_ U_ CL e-s z � ro 3� M -I 0- 00 z E z LU LU _j C) 0 C ZO -I LU Z �_ V) a: LU M � Z. � t U F- x Cn 0 0 0 >. z < 0 or- z i!5 zz - LU Lu b � _� K S 8 -. 8 (n 0 Q� CD M 2 LU 0`11 C) M 0. 0 z @ �2 1 LZ4 C) Lr) 11711.4 C114 Ln LUC);� ae V) V_ Ce < z 080 a 2 0 _j 00 0 � 0 2 2 N LU U.1 0 U_ z < C� 2 - x 0 < < �- 0 0 D =) � Q� 2 CY U_ z V) z < 0 C:) ro U-j < I_- 0 UL z LU > 0 z z 1..q _j SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15m,25 JOB NO: 16-6651 SHEET NO. ST 1X4 1/2" DRYWALL DOOR JAMB (REFER F-1 X4 1/2" DRYWALL DOOR JAMB (REFER 1X4 F1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER F TO SHT. SDW2-K1 MAX. 8" TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C.. Cr'%D f'nflK1 r'ICTAII 0 FOR CONN. DETAILS FOR CONN. DETAILS X 4 -1 X 4 F FURRING 1 X 4 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG 3-1/4" LONG X 3/16"06 tn FURRING TAPCONS U" TAPCON. INTO TAPCONSSTAGGERED 2X8 , "T STAGGERED @ 16" BLOCK@ SPACING O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8 PER MANUFACTURE 1" DETAIL MASONRYTHROUGH 2-ROWS INTO 1x4 P.T. & 1x8 P.T. 1-1/211 DETAIL— MASONRYTHROUGH 311 DETAIL 1x8 P.T. & 2x8 P.T. 3/16" x 3 -1/2" TAPCON @ 16" 1 X4 P.T. — O.C. & 4" FROM f 3/16" x 3 -1/2" DOOR JAMB (REFER 'DRYWALL DOOR JAMB (REFER EACH END W/ MIN. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOIR 11 XA44 &F1/2' S__ 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C.---- 1X4 FURRING "0 X 2X8 P.T. WITH 3116"0 X 3" 4S L 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" 0 . C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL AR #5 REBAR (TYPj 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD K) K) X3 ATTACHED WALL WltAl NINU 10 2X BOTTOM PLATE W1 8d @ 4" O.C., 2 ROWS STAGGERED D� 90- HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB E- NOTE: LA LAP SHEATHING TO _[FBOTTOMOFBAND JOIST TYPICAL _,j00 NOTC @ FIRST COURSE \—USP HGAM10 @ 12" O.C.w/4-SDS 1/4xl 1/2" SCREWS INTO BAND H I H JOIST& (4) 3116"xl -3/4" WEDGE THE BOLTS INTO K.0, BLOCK ES lop, BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS(,C_C`� FILLED CELL PER —LALI— SCALE: N.T.S. FOUNDATION PLAN FILLED CELL INSTALLATION (H RETROFIT FOR MISSING EMBEDDED STRAP � �s SCALE: N.T.S. � �S SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT ir 21-01' 811 1-PLY PRE-ENGINEERED TRUSS 1 X4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4" TAPCONS BLOCK HEADER ARCH BLKG. & BUCK USP RT1 6M W/ (8) NA1 1 NAILS & (6) "' x 2T' 4 F TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 11' NAILS AND 10dNAILSX 2' 8d NAILS AT 8" O.C. AT BUCK —LEAVE A C WEDGE BOLTS (1) STRAP 1225 2x845" DIAGONAL LIT OUT IN O.S.B. ON THE (4) X 1 4 4 (2) STRAPS 2450#1) BRACE(S) INSIDE TO ALLOW FOR INSULATION 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED .......................... FOR OVERHANGS BETWEEN OVER 1 112" (4) 10d NAILS INTO BOND BEAM OR CAST CUT HOLE IN O.S.B., FOR . . . . . . . . . . . . . . . . . . . . . CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL ;I- � 4 IN PLACE BEAM FURTHER INSTRUCTIONS. POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS 4 BACKSIDE TO FIT ARCH (4) 1 Od NAILS INTO 2 x 8 OVERHAN AT EA. END RETROFIT TRUSS DETAIL CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 4, INSTALL WDW. SCREW ANCHOR-/4c 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB \—PROVIDE TAPCON WITHIN t� ': INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (INTS) INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —N\\ TRUSS AS SHOWN FOR O.H. UP TO Z-13" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THIK. 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. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD I I _0,rPPW_n, nn 1A" r) r MAY nP 11: KAAQnKIPV (2) 1 Od NAILS @ 8" O.C. 14 IVIAA. rAML). . . 4 , TO TRUSS TOP CHORD ARCH DETAIL i WALL USE (3) 1/4" X 3 1/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO PER NAILING SCHEDULE LL TO SUPPORT /4" MAX 811 TRUSS + 2-4- z + SOFFIT BLOCK HEADER 7 SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP - .01. EACH TRUSS 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2x CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTINi 0 12d NAILS SIZE AND REINF. PER PLAI VERT. BRACES WHEN HGT. F TAPCON AT EA. SIDE SEE LINTEL AND SECTION DETAIL� BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 % I CL 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOFtIT DII BUILT UP PLWD. BUCK - TO BE INSTALLED 000, 41-0" MAX SEE PLAN PRECAST LINTEL SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 TO FIT ARCH CONNECT W/ i;�� IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FIL 8d NAILS "�2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4--0") INSTALL WDW, SCREW__,___�_�l BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _j 4'MAX. RAD. WALL USE (2) 1/4" X 3 112" TAPCONS AT 16" J,_N�' ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B—B ARCH DETAIL SECTION @ ENTRY SECTION @ ROOF EXTENSION ( M� SCALE: N.T.S. � �s SCALE: 3/4" V-10" SCALE: 3/4" V-0" � �s mot GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILL A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJE, AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTR EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND 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 REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16W/(18)-16d NAILSTO 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 (1) #5 BARS CONT. WHERE THIS CONDITION THREAD ROD EPDXIED W/ >_ E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS Ir TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-101" 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER /—F.F. OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE LL LL! 0 LLJ /"'A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL t> REINFORCING AS FOLLOWS: I 11= I I— I F < SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ko- * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W1 COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL Lo SMOOTH. DO NO FURROW. -A F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" IN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE M x . 3? REMAIN FREE OF MORTAR. NOTE: 2� H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 11�__ SEALANT SEE GLASS BLOCK INSTALLATION NOTES. C14 TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE 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 EA. WAY 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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 FILL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPW, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REB (TYPI) STD. 90 HOOK ±5A L\—NOTCHWEBAT FIRST 2 COURS Z z z < U) LU 0 U - 0 Ljj V) Lal- E 0 Cn "I (10 C) a) cc E 8 I ce) w ce) :2 ce) 0 8 (D co (n a) M O.T iz:- U5 a 0 < im A< 0- A I 8 D. 1,1111, C.0 co U�l E—Elw. CL LL ca < Z7 LL 11� —9 0 . . . . . . Ej To the best of the Engineer's knowleaj�; f6formation, 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. C:) C:) Z (N `_k vvj r-- Ivu �.w I I VVL-L; CROSS BRACING DETAIL (TYP.)ri SCALE: 1/2" V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ M IN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 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 A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 201-0 O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. ----Z-WOOD TRUSS --J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE MTERIUM 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-13" DIAGONAL AT 8'-0" MAX TYP. HAND FRAM ING ABOVE TRUSS 2X4 STUDS & PLATES AT Z-O" O.C, EACH DIRECTION TYP. U.N.O. CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. OD iss ROOF SEE SHEATHING PLAN AN SHI 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS '-'-'A Y G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER -�RUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W1 (4) 1 Od TOP& BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD OR USP RT7 @ 48" O.C. SCREW EACH TRUSS BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-O"O.C. MAX. W/ (3) 1 Od COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC.MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W1 USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. L F 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22*'� SCALE: 3/4"777, 3 0-A QDr: (4) 16d EA. SIDE OF THE BEAM USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD MIN. 2 x 4 SPF - @ 16" O.C. (2) USP LSTA30 W/ (11) 1 Od TO PLATE & (11)1 Od TO COLUMN TOP OF M TRANSO SEE PLAN TOP OF WALL SEE* PLAN IF REQ'D USP SPT22 W/ (10) 1 Od NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS@ SILL MIN. 2x4 P.T. W/1/4"X3" TAPCONS @ 6" O.C. IN MASONRY OR 1 Od NAILS @ 6" O.C. IN WOOD. MIN. 2x4 #2 SYP BASE PLATE W/ -"'ANCHOR BOLTS @ 16" 2 O.C. & 3" FROM EACH END (2) 2x BUCK ATTACHED PER PLAN 2 ROWS 8d @ 6" O.C. 8d NAILS @ 6" O.C. TO BLOCKING 0-/ (2) 12d NAILS T BLOCKING EACH END 2X4 BLOCKING AT EA. ROOF PANEL JOINT AT 48" O.C. MAX TRUSSES MNOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND OVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING -ROOF OR FLOOR SHEATHING (2) SYP#2 TOP PLATE LSTA30 EACH SIDE @ EACH END OF WALL 2x4 SPF STUDS @ 16" O.C. WALL SEE C/S3 FOR SET BACK 2" PER ADD'L INFO. DETAIL C/S3 FOR DIM. SEE PLAN SEE FND. PLAN FOR FOOTING SPECS. INTERIOR SHEARWALL @ TRUSSES STEP-DOWN, WALL TO TRUSS SCALE: 1/2" V-0" 8 FOR WALL BETWEEN D1 ROOF SYSTEM M IN. (2) 2x4 SPFTOP PLATE USP LSTA30 W/ (11) 1 Od TO PLATE & (11)1 Od TO COLUMN (2) 2x8 #2 SYP HEADER W/ 7/16" O.S.B. FLITCH PLATE fl F Z--� I TRANSOM OPENING ARCHED OR FLAT IF REQ'D IF REQ'D (2) 2X4 S1 2 x 4 SPF VSILL PLA RECESS LINTEL RECESS LINTEL ABOVE DOOR SEE LINTEL PLAN DOOR OPENING USP M34 W/ (12) 8d X 1 1 1 /2 NAILS @ TOP & BOTTOM OF HEADER (REQ-D IF OPENING LARGER THAN 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. (2) USP MSTAM36 STRAPS CENTERED W/ (13) 1 Od NAILS AND (8) 1/4 x 2 1/4 TAPCONS. DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM USP M P34 W/ (12) 8dxl 1/2 NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4--10") -OPTIONAL FRAMING TO BE MIN. 2X4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION LINTELS AT ENTRY DOOR w/TRANSOM (2) USP LSTA30 W/(11)10d TO TOP PLATE & (11) 1 Od TO STUD GIRDER OR BEAM SEE FL. PLAN FOR GIRDER SPEC. — BU ILT-UP COLUMN WITH 4X4 OR (2)2X4 OVER /UNDER GIRDER. NAIL W/1 Od @ 8" O.C. EA. TO THE OTHER. �PROVIDE SOLID BLOCKING @ FLOOR TRUSS & MSTAM36 STUD PACK TO MASONRY _---EPDXY ANCHOR W/ 5" MIN. EMBED. INSTALL PER MFG. SPECS. P.T. #2 S.Y.P. 2X4 BASE PLATE FRAME WALL GIRDER/BEAM CONN.(`3�4 ALLOWABLE UPLIFT 2510# B SCALE: 1/2" V-0" SEE PLAN FOR ROOF CONFIGURATION Im. Mg.- OOF TRUSS , ejge!E� ff7r,71.�� 2X4 P.T. CONT W/ 12d NAILS @ 8" O.C. TO 2X4 PLATES. 4" BUILD -CMU WALL OUT SECTION B-B PLYWOOD SHEATHING —2X4 P.T. CONT @ ATTACHED PER NAILING B 16" O.C. W/ 1/4" SCHEDULE TAPCONS @ 16" O.C. PLAN VIEW OF 4" BUILD OU SCALE: 1/2" = 1' 2x4 #2 SPF KNEEWALL W/ STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDE FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE. SEE TRUSS PLAN FOR CONNECTION FRAME OUT TO BLOCK EDGE (2) 2x8 #2 SYP W/ Y16" O.S.B. FLITCH PLATE SEE PLAN FOR BEAM BRG. INFO. BUILDER FRAME RADIUS AS REQUIRED I.L--Jj 1 2x BUILD -OUT BEYOND NEEWALL ENTRY FRONT WALLr44 -01, SCALE: 3/4" -o,, USP LSTA30 W/1 1-10d TO E & TO COLUM� MSTAM36 W/ (13) - & (5) 1/4" X 2 1/4" T11 SCREWS EACH SID EXTERIOR CORNEF 92 SYP BEAM 0. S. B. PLATE JP COLUMN MIN. NDER EA. END OF M IN. (2)-1 Od @ 8" kCH PLY T. PLATE kSE FILLED JCRETE SEE OR SIZE KNEEWALL @ ENTRY FRONT WALL (Corner shown. Interior Column similar) SCALE: 3/4" 1'-0" Im. ROOFTRUSS SEE TRUSS PLAN FOR TRUSS DOUBLE 2 x4 TOP CONNECTION PLATE AT BUILD OUT lIll' 2ND FLOOR WOOD WALL---j PLYWOOD SHEATHING SEE PLAN FOR STUD ATTACHED PER NAILING v SIZE AND SPACING 'SCHEDULE SECTION B-B 4" BUILD OUT 2X4 CONT W/ 12d NAILS @ 8" O.C. TO 2X4 PLATES. 2ND FLOOR WOOD WALL B SEE PLAN FOR STUD SIZE AND SPACING PLYWOOD SHEATHING \-2x4 CONT @ 16" O.C. ATTACHED PER NAILING B W/ 1/4" x 3 1/2" LAG SCHEDULE SCREWS @ 16" O.C. PLAN VIEW OF 4" BUILD OUT SCALE: 1/2" = V-10" 33 (Du) C-0 C.0 < __j CL z co L/) 0 Q) C—f ) 4-J LU 0 LU V) CLI 1- E 0 W L/) 00 a) c) U-1 E r- 0 Cl) 20 :2 co 011-.N min 0 W U- co '5 0 < U) 0 0) C; IN,C 13 D B D.c A vv C14 p C*4 gsE C,4 1W 4W Z', r- x -iu. '05H 2-6 0., ddK)2� LLqj !E AS10 El lm] 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. C) z 0 P-4 4-j C) U0 I -= %.0 > V) -4 in M Lh I z (U Ln LL F- 6- < CL 00 E W z z Uj -i 110 v- mi 0z z tn IMU Z F- Z .,� U z (Wn 0 0 z < 0 ZO >. 0 a. z z -J 06 2 8 U) U" a U- z D ! 1" >- 0) z :D < Ce X u- z z< Ce 0 C:) ro 0 LU LLJ 41 a. a. c) < z UJI > 0 Z LU :5 z F-4 —j W SCALE AS NOTED PLOT DATE 12/7/2012 TECH: ERAND VERSION NO. 1525 JOB NO: 16-6651 SHEE7 NO. D1 (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT (1) USP LSTA30 STRAPS TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 BENT OVER TOP PLATE TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED 1 OR 2 PLY GIRDER THEN DOWN THE FACE USP SPT4 W/ (6)-10d X 1 1/2" TRUSS, SEE PLAN FOR OF HEADER/STUDS W/ @ 24" O.C. N MASONRYWALL CONNECTION. (22) 1 Od NAILS EXT SHEATHING BELOW AND ALT. SEE PLAN FOR CONN. (2) - 2x SPF TOP PLATE FLUS'H W/ TOP BLOCKING INFO (2) 2x HEADER SEE PLAN SEE FOR ( �2 OF MASNORY & 8d 2x CRIPPLES @ 16" O.C. NAILS TIB FLANGE , 0 1. APPLY SUB INTERIOR HEADER BLOCKING LO (3) 2x # SPF W/ (2) 12d TOENAILS T/B DETAILS FLOOR + STUDS w/ 10d @ (2) - 2x SPF TOP PLATE (1) 2x SILL PLATE W1 (2) 12dTOENAILS. EXTERIOR HEADERS 2x4 CONTACT 2xSTUDS ADHESIVE TO U.N.O. ON PLAN (2) 1 Od TOENAILS AT EA. 8" O.C. EACH SIDE END OF SILL. MAX SURFACE A 2x4 #2 BLOCKING OPENING WIDTH 4 FEET. IF OPENING IS GREATER OPENING LARGER THAN 4 ft (2) 2x SEE FOR BLOC IKNG DETA LS if --\v 2, FLO M NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE THAN 4 FEET BUT NOT SILL PLATE W/ MP3 CLIPS EACH SIDE OR SYSTEM m 1. - FRAMING PLAN FOR I -JOIST AT 48" O.C. EXCEEDING 6 FEET. SEE PLAN OR FLOOR TRUSS FOR BETWEEN JOISTS 2X CONT. RIBBON MIN (3) 2x #2 SPF STUDS @ END A MP3 CLIP IS TO BE CORRECT BLOCKING w/ (3) 12d EA. END INSTALLED AT EA. END OF HEADER SEE Q/S4 FOR REQ'D -------------------------------- FLOOR DECK G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. TYPICAL BLOCK JAMB INFO 1/2" GYP. BOARD OR BLOCKING 2x CRIPPLE AT EA. (2) USP MSTAM36 STRAPS w/ (8) 1 Od EXTERIOR STRUCTURAL 1-1/8" RIM BOARD WALL END OF OPENING USP LSTA 30 w/ (11) - 10d TO STUDS ABOVE PLATE NAILS & (5) Y4" x 2 Y4" TAPCONS SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD FLOOR DECK CENTERED ON FLOOR SYSTEM TO VERIFY W/ PLAN JOIST SEE PLAN kJOIST SEE PLAN PACK w/1 Od NAILS MASONRY WALL BELOW. CONTRACTOR 8d NAILS @ 3" O.C. (2) USP MSTAM36 STRAP(S) @ 8"O.C. FLOOR TRUSS/ I -JOIST SEE PLAN S WALL SHEATHING (2) - 12d TOE NAILS TOP CENTERED W/ (8) 10d NAILS TIE BEAM MAY USE (2) SIMPSON MSTAM36 STRAP y TO RIM BOARD & BOTT. CHORD & (5) 1/4 TAPCONS. USP LSTA30 FROM WINDOW w/ (7) 1 Od NAILS & (4) Y4" x 2 Y4" TITEN AJS BLOCKING PANEL @ 24" CONTRACTOR MAY USE JAMB TO FLOOR TRUSS/ SOLID INSTEAD OF USP MSTAM36 STRAPS. IF SCALE: 1 1/2" V-0" O.C. (MAX) AND @ EACH SIMPSON (2) MSTAM36 W1 (7) PROVIDE BLOCKING BLOCKING BELOW. WOOD WALL IS BELOW USE (2) MSTA36 SCALE:3/4" V- 0" GABLE END RIM JOIST— END OF WALL UNDER 10d NAILS & (4) Y4"x2)/4" TAPCONS BELOW JAMBS SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE STRAPS w/ (22) 1 Od NAILS OR (2) SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS INSTEAD OF USP STRAP. FOLLOWED IF DOWN SET OR BOX HEADER IS USED SIMPSON MSTA36 STRAPS w/ (26) 10d CONNECTION IF MSTAM36 CONNECTION INFO TO NAILS (G.C. TO INSURE SOLID BLOCKING CAN NOT BE INSTALLED MASONRYWALL (2) - 1 Od TOE NAILS EITHER STRAP IS ADEQUATE OTHERWISE DETAIL CAN BE IGNORED IS INSTALLED). EITHER USP OR SIMPSON SECTION CORNER NINI EACH SIDE STRAPS ARE ADEQUATE FRAMING ATTACHMENT BLOCKING DETAIL r2 GIRDER/COL. CONN. @ 2nd FLOOR HEADER CONN. @ 2nd FLOOR(4 AS NOTED SCALE: 314" V-0" SCALE: 1/2" = V-0" SCALE: 1/2" V-0" SEE Q/S4 FOR USP SPT24 @ EA. STUD W/6-10d SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE 2x6 / 2x8 CRIPPLES @ 16" O.C. JAMB STUD USP SPT4 W/ (6)-1 Od X 1 1/2" TO STUD & TO TOP PLATE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED NOTCHED @ HEADER LOCATION SEE (2) 2x8 OR (2) 2x6 TOP REQ'D TY CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED @ 24" O.C. US P LSTA24 W/(1 8)-1 Od NAILS INFO BELOW ON CONNECTION OF PLATE SEE PLAN USP SPT4 W/ (6)-1 Od X 1 1/2" SEE PLAN FOR CONN. (CONTRACTOR MAY USE RTT CLIPS) 2 - 2 x 4 SPF USP RS150 W/ MIN. 12" END NAIL BACK LEG OF CIPPLE TO (2) 2x HEADER TO SIT t TOP PLATES LENGTH ON STUDS W/ (11) 1 Od (1) USP LSTA30 STRAPS BENT @ 24" O.C. NAILS TO STUDS ABOVE & (11) 1 Od OVER TOP PLATE THEN DOWN (2) - 2X SPF TOP PLATE HEADER w/ (2) 12 TONEAILS FLUSH w/ THE OUTSIDE THE FACE OF HEADER/ STUDS SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS W/ (22) 1 Od NAILS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE C AT 16" O.C. U.N.O. D USP SPT22 W/ (6)-10d TO STUD & HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (4) - 1 Od TO PLATE SEE PLAN FOR �I�NAILING AREA (TYP.) CONNECTION (2) 2x HEADER SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ INTERIOR HEADER COL. SIZE (2) USP MSTA36 STRAPS CENTERED SEE STANDARD HEADER N W T N DS FOR EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/1134 FOR (1) 2x SILL PLATE W/ (2) 12dTOENAILS. w/ (22) ld NAILS OR (2) SIMPSON DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO EXTERIOR HEADERS MSTA36 STRAPS w/ (26) 10d NAILS PLATE SEE PLAN L2xSSPF (EITHER USP OR SIMPSON STRAPS EMBEDMENT PAST STEP. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 12d NAILS AT 6" BA E FLOOR SYSTEM OR PLATE USP SPT4 EACH STUD 2x CRIPPLES @ 16" O.C. OPENING LARGER THAN 4 ft (2) 2x ARE ADEQUATE) O.C. TYP T & B USP SPT6 OR (D SILL PLATE W/ MP3 CLIPS EACH SIDE 2-STY. FRAMING PRE-ENGIN W/ (2) 12d TOENAILS T/B I' SPT8 @ 24" o.c. ERED OR IF BUILT-UP STUDS ARE (2) - 1 Od TOENAILS AT EACH END OF \—BAND JOIST & BLKG. (2) 2 x #2 FLOOR SYSTEM OR LVL GIRDER SYP U.N.O. EWALL OR BEAM W/IN WALL SYSTEM A.B. TO BE SILL (MAX. OPENING WIDTH 4 (2) - 2 x4 SPF 2X CRIPPLE AT EACH END OF AND MULTIPLE STUD PACKS THAN 4 FEET, BUT NOT EXCEEDING < TOP PLATES OPENING NAILED TO STUD SEE PLAN FOR 2 x CONT. T & B 6 FEET, A MP3 CLIP IS TO BE I I I I lie INTERIOR HEADER PACK W/ 1 Od NAILS @ 8"O.C. INSTALLED TO EACH END COL. SIZE 7/- (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS PLYWOOD ATTACHED PER u 2 x 4 #2 SPF STUDS �B TYPICAL BLOCK WALL USP HTT45 BASE W/ (1) 2x SILL PLATE W/ (2) 12d TOENAILS. NAILING SCHEDULE (118) 16d NAILS & AT 16" O.C. U.N.O. (2) 2x HEADER OPENING LARGER THAN 4 ft (2) 2x SILL BOX HEADER FLOOR TRUSS/ I -JOIST SEE PLAN V. ANCHOR BOLT W/ V. (2) 2x TOP PLATE TYP. SEE PLAN PLATE W/ MP3 CLIPS EACH SIDE USP MSTAM36 STRAP(S) F CENTERED W/ (8) 1 Od NAILS TIE BEAM MIN. 6" EMBEDMENT (2) LSTA12 WRAPPED UP 2 x 4 P.T, STUDS UNDER 2nd FLOOR HEADER & (5) 1/4 TAPCONS. BASE PLATE ARE NOT REQ'D TO HAVE AND OVER TOP PLATE CONTRACTOR MAY USE PROVIDE BLOCKING M T 2x CRIPPLES @ 16" O.C. W/ USP .11 -, SPT22 & SPT24 (OR SPT4) Ir BELOW JAMBS 16" 1 SEE FOUND. PLAN FOR FTG. REQ. CONNECTIONS. ATTACH STUDS w/ (3 SIMPSON MSTAM36 W/ (7) .?,- 12d TOENAILS T&B :1 z CONNECTORS@ TOP 10d NAILS & (4))/4"xZ/4" TAPCONS INSTEAD OF USP PROVIDE (2) CRIPPLES BELOW PROVIDE EXTERIOR SHEATHING STRAP. EITHER STRAP IS SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 ST. INT. BEARING WALL ATTACHED PER NAILING SCHEDULE ADEQUATE FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO FOR EXTERIOR 2 STORY WALLS ONLY. MATCHJACK STUDS W/ (2) - HTW20 TOP & (2) LOWER ROOF. HEADER CONN. 2nd FLOOR /,," �6 STUDS BELOW HTW20 @ BASE TO HEADER AND EXTERIOR r5 'N� SHEATHING CAN STOP ONCE UNDER (IF CRIPILLES ARE LESS THAN SCALE: 1/2" V-0" SYSTEM 42 SCALE: 1/2" = V-0" 2 STORY COL. GIRDER r7 8" LONG NO STRAPS ARE REQ'D) SCALE: 1/2" V-0" `—ADDITIONAL STRAPS ,�SEE STANDARD HEADER REQUIRED AT TOP PLATE SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 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 U I FOLLOWED IF DOWN SET OR BOX HEADER IS USED (2) USP LSTA30 STRAPS USP SPT4 W/ (6)-1 Od X 1 1/2" 2x4 STUDS _---MIN (3) 2x#2 SPF STLIDS@ END OF HEADER OTHERWISE DETAIL CAN BE IGNORED BENT OVER TOP PLATE @ 24" O.C. PER PLAN SEE Q/S4 FOR REQ'D JAMB INFO THEN DOWN THE FACE OF (2) 2x HEADER SEE PLAN /_7USP MP3 EACH END TYP. H EADER/STU DS W/ (22) 1 Od DOUBLE 2x4 FOR OPEN I NGS LESS THAN 4--13" 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)-1 Od X 1 1/2" W/ (2) 12d TOENAILS T/B / TOENAILS @ EACH END THE FACE OF HEADER/ STUDS @ 24" O.C. INTERIOR HEADER 100 2 WS 10d @ (2) 2x SILL PLATE W/ (22) 1 Od NAILS (2) - 2X SPF TOP PLATE MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. 3" 0/ (2) 2x HEADER SEE PLAN EXTERIOR HEADERS 2x CRIPPLES @ 16" O.C. @END OF HEADER. SEE (1) 2x SILL PLATE W/ (2) 12d TOENAILS. S @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. SILL PLATE W1 MP3 CLIPS EACH SIDE (2) - 1 Od TOENAILS AT EACH EXTERIOR HEADERS (2) - 10d TOENAILS AT EACH END OF END OF SILL (MAX. OPENING_\� (1) 2x SILL PLATE W1 (2) 12d TOENAILS. 2x CRIPPLE AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). WIDTH 4 FEET). IF OPENING OPENING LARGER THAN 4 ft (2) 2x OPENING NAILED TO STUD ALT. HEADER ANCHOR SILL PLATE W/ MP3 CLIPS EACH SIDE PACK W/ 1 Od 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 SCALE: N.T.S. A MP3 CLIP IS TO BE PROVIDE 2x4 ON EACH END. INSTALLED AT EACH END TOP OF 2x8 TO OF HEADER SEE Q/S4 FOR FLOOR DECK REQ'D JAMB INFO -1 1., BLOCK OUT TOP 2x CRIPPLE AT EACH USP LSTA30 CENTERED FLOOR TRUSS/ I -JOIST SEE PLAN PLATE ATTACH END OF OPENING W/(22) 10d NAILS (2) USP MSTAM36 STRAP(S) 2X CONT. RIBBON W/ (2) 1 Od NAILS NAILED TO STUD ,PACK CENTERED W/ (8) 10d NAILS @ 3" O.C. 2x4 BEYOND W/ 1 Od NAILS @ 8 o.c.. FLOOR DECK & (5) 1/4 TAPCONS. TIE BEAM AGAINST 2x8 DOUBLE CONTRACTOR MAY USE 2x8 TOP FLOOR TRUSS/ kJOIST SEE PLAN PROVIDE BLOCKING STUDS SEE PLAN FOR BEAM SIMPSON (2) MSTAM36 W/ (7) BELOW JAMBS 2x8 STUDS PLATE SIZE & CONNECTIONS 10d NAILS & (4) Y4"x2)14" PER PLAN 2x4 W/ 2 ROWS TAPCONS INSTEAD OF USP NOTE: 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 r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: 1/2" = V-0" SYSTEM 42 SCALE: 1/2" = V-0" SCALE: 3/4" = V-0" (D L-0 z co 0 C-) z 0 Uj E V) 0 m Cn LU A� E 0 C14 0 Cl) 0) m M Cl) 'cc: co C14 CD a) 0 0 CD r- FL 00 -:5 - 00 U) CD Q) ,4 0 (a _v_ iz, W rL 0 Ln 0 < 0 A 8 D. N C B D C C*11 U*) CO C5 Ro z z L0 C �z _� S LL LL. 0) I 0. W-0 2 C� Co 4 1- m LL < LAN t W:A4 0 sslotl To the best of the Engineer's Nd belief, the structural plans ancl�pqe. Mc 1=22t'd 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. C) 0 0 " :L-j C) U) :3 ko > U0 m p fa Ln 25 � fn U 10,_j CL 00 E m LU C:) LU _j C) ko 0 a, 2 0z . LL UJ F- U, m 9 Lzu rt U I.- 1:2 0 0 Do 0 z z < 0 z <z 8 'm <0� Z Z z , ��, � uz_ji U 8 = �: 84 0 �_ W Uj N C) z @ a. 0 z X Uj _3 C) Ln r*4 r*4 Ln U) LU LU > < L. 0 LOL, ow 8 zn -,a - um,: 1z _0 z z CL LLI =s, !;� r) 0 LU C) LL > 8 r 4 U) 0 LL Z LLJ XO 00 z r 4 W 0 LL z 0 C) re) 0 — z < _j < c) fy) U_ z C) LU > 0 Z LLj P-4 _j W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: ERAND VERSION NO. 15m25 JOB NO: 16-6651 SHEETNO. D2 Uj Z 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 flashing and seal with tape 3. Fold weather resistive barrier back over head S DO NO] BOTTOI FLANG Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED WEATHER /E BARRIER & �ARILY SECURE WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND . UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER ED FLASHING E %M kSHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBIFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-V 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 SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED RIM JOIST STALL SELF -ADHERED -ASHING JAMB & HEAD ASHING, SEE -ANGEDWINDOW EE DETAIL WP01) -LF : -ADHERED FLASHING, (TEND A MINIMUM 6" zRTICALLY FROM DTTOM OF SELF -ADHERED FLASHING PATCH HERED FLASHING 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 OWN61 .. ne'llim Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING RUBBERIZED AIZDWAI T RUBBERIZED ADHESIVE ASPHALT ADHESIVE SELF -ADHERED FLASHING ®R* SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED SCORED RELEASE PA (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 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 feIt 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 ot 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 FMAIWDMA 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 0.01 9-inch (No. 26 Gaiv. 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 (Din 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 ASTMC1 063 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 lam Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance withASTMC1063 Building Paper 7/16" O.S.B. sheathing 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 Z cn :7 CID 77 < ID a 1 a- V) (D C_X) LU LU 0 V) E 0 to Ul) CC,,,) 0 LU 0) 0) co E 8 2 O,C: 04 A 0 r- LL 00 1:5 - 00 U CD a) 03P cn C). 8 _.k < o U) 0 -t- .t C1. m< 6 A Wa. I N.C.B. -C TT X; T, cs - Ur�l CJ Cl) 0) C,4 C� 6 C'4 Lus ;Z Z Co z - r_ CJ _J U_ U_ MW 4F rX I-- U:3 I � 0 C', 0 Z_, od j M V N W L-L L - g W LU U Z 0 cn r14' 0 �2 IL < ZI Z W 4 Q Pi _J r_ Q E LO 4) 0 [31.: LLJ W_ ra El El - 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. I C) Z 117�4 0 a) N 14 4-1 C:) > c) Z � M 4, N < V) fu Ln a- V) V) 5 CU - Ln L_ LL e-S CL Z in U>- T__4 CL 00 < Z 3i E ra C:) WUJ _J C:) 0 W Z 0 LU LL LU Z 1-- [L 1-- UZ, 0 0 'n Z < 0 0 Z 0 a. Z U 2: < < Z Z Z =2:-Lu Z Lo Lu U b -, U 0 =) U 3: W LU C:) 0 Z @ Z LU 0 T__q U) _J L0 < LIJ C) 0 C% �- LU 0 0 0 - 0 _J 0 0 Lu X 2 2 > 9 o V) 0 U_ Z < - 2 0 0 0 n 0 CyX: W U_ (n Ln Z Z 0 C) LU < LU c) rt) LU < g U_ Z LU Z < > Z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 15,25 JOB NO: 16-6651 SHEET NO. W P PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 A. SWINGING ThermaTru Smooth -Star and Benchmark FL1 5225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL1 5225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL1 5000.1 +55.0/-55.0 psf B. SLIDING General Aluminum CTmpany Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279,53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors VV6 (8X7) FLI 5279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL 11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FLI 5217.4 - FL1 5217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 155011570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1449", 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap S!j� FL 13192.1 - FL1 3192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL1 5272.1 - FL1 5272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), XT25 (and AR), XT30 (and AR) FL5444.1 N/A B. UNDERLAYMENTS; Tamko 151b Felt Underlayment FL12328.6 NIA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV1 0 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL1 7202.1 NIA O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL 16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849,26 N/A Boral Tile 900 FL7849.13 - FL7849.16 N/A F. OTHER 'Saxony 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL1 5088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856,1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL13578.1 N/A &STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Truss Plates FL 1999.1 - FIL 1999.4 N/A -Alpine MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod, Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser it-evel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL1 58.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL1 1383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE < USP Stock No. A3 USP Connectors Florida Statewide Product Approval No. FL1 7244.1 > Evaluation Report Basis ESR-3455 < Simpson Stock No. A23 Cross Reference Florida Statewide Product Approval No. FL1 0446.2 > Evaluation Report Basis ESR-2606 H D210-2 FL1 7232.3 ESR-3445 HU210-2 FL1 0655.20 ESR-2549 HD212-2 FL1 7232.3 ESR-3445 HU212-2 FL1 0655.23 ESR-2549 HD216 FL1 7232.3 ESR-3445 HU216 FL1 0655.29 ESR-2549 HD216-3 FLI 7232.3 ESR-3445 HU216-3 FL1 0655.29 ESR-2549 H D26 FL1 7232.2 ESR-3445 HU26 FL1 0655.31 ESR-2549 HD28-2 FLI 7232.3 ESR-3445 H U28-2 FL1 0655.34 ESR-2549 HD410 FL1 7232.4 ESR-3445 HU410 FL1 0655.44 ESR-2549 H D412 FL1 7232.4 ESR-3445 HU412 FL1 0655.45 ESR-2549 HD610 FL1 7232.4 ESR-3445 HU610 FL1 0655.51 ESR-2549 HD0410 FL1 7241.5 ESR-3444 HUCQ410 FLI 1468.11 SIM200804 HGA1 OKT FL1 7236.6 ESR-3448 HGA1 OKT FLI 1470.4 SIM200803 HGAM10KT FLI 7699.1 Evaluation Report HGAM10KT FL1 1470.4 SIM200803 HHCP2 FL1 7236.7 ESR-3448 HCP2 FL1 0447.2 ESR-2551 HTA16 FL1 7680.2 Evaluation Report HETA16 FLI 1473.5 SIM200802 HTA20-18 FL1 7680.2 Evaluation Report HETA20 FL1 1473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL1 1496.1 ES-0130 HTT4 FL1 7219.2 ER-0200 HTT22 FL1 1496.1 ES-0130 HTT5 FL1 7219.2 ER-0200 HTS16 FL 10456.22 ESR-2613 HTW16 FL1 7244.8 ESR-3455 HTS20 FL1 0456.23 ESR-2613 H T V\r2 0 FL17244.8 ESR-3455 HTS24 FL1 0456.24 ESR-2613 HTV\r24 FL17244.8 ESR-3455 HTS30 FL1 0456.26 ESR-2613 HTV\130 FL17244.8 ESR-3455 HTSM16 FL1 1473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HTSM20 FL1 1473.11 SIM200802 HTWM20 FL6223.2 Evaluation Report HGT2 FL1 0456.18 ESR-2613 HUGT2 FL6223.3 Evaluation Report HGT3 FL1 0456.19 ESR-2613 HUGT3 FL6223.3 Evaluation Report HUS210-2 FL1 0655.92 ESR-2549 H U S21 0-2 FLI 7232.7 ESR-3445 HUS212-2 FL1 0655.93 ESR-2549 HUS212-2 FLI 7232.7 ESR-3445 HUS26 FLI 0655.94 ESR-2549 HUS26 FLI 7232.7 ESR-3445 HUS28 FL1 0655.96 ESR-2549 HUS28 FL1 7232.7 ESR-3445 HUS28-2 FL1 0655.97 ESR-2549 HUS28-2 FLI 7232.7 ESR-3445 LU24 FL1 0655.103 ESR-2549 JL24 FL17232.8 ESR-3445 LU26 FLI 0655.104 ESR-2549 JL26 FL17232.8 ESR-3445 LUS210-2 FL1 0655.107 ESR-2549 JUS210-2 FL1 7232.12 ESR-3445 LUS24 FL1 0655. 109 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26 FLI 0655.111 ESR-2549 JUS26 FL1 7232.12 ESR-3445 LUS26-2 FL1 0655.112 ESR-2549 JUS26-2 FLI 7232.12 ESR-3445 LUS28 FL1 0655.113 ESR-2549 JUS28 FL1 7232.12 ESR-3445 LUS46 FL1 0655.118 ESR-2549 JUS46 FL1 7232.12 ESR-3445 LEG3 FL1 0667.71 ESR-2615 KLEG3 FL1 7241.15 ESR-3444 MST60 FLI 0852.7 ESR-2105 KST260 FLI 7244.15 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA12 FL1 7244.18 ESR-3455 LSTA15 FL1 0852.4 ESR-2105 LSTA15 FL1 7244.18 ESR-3455 LSTA18 FL1 0852.4 ESR-2105 LSTA18 FL1 7244.18 ESR-3455 LSTA24 FLI 0852.4 ESR-2105 LSTA24 FL1 7244.18 ESR-3455 LSTA30 FL10852A ESR-2105 LSTA30 FL1 7244.18 ESR-3455 LSTA36 FL1 0852.5 ESR-2105 LSTA36 FL1 7244.18 ESR-3455 LTT19 FL1 1496.3 ER-130 LTS19 FL1 7219.3 ER-0200 LTT20B FL1 1496.3 ER-130 LTS20B FL1 7219.3 ER-0200 LTT131 FL1 1496.3 ER-130 LTT131 FL1 7219.3 ER-0200 LTS12 FL1 0456.29 ESR-2613 LTW12 FL17244.8 ESR-3455 LGT2 FLI 1470.7 SIM200803 LUGT2 FL1 7240.2 ESR-3447 LS30 FL1 0446.15 ESR-2606 IVIP3 FL1 7244.22 ESR-3455 A34 F L 10446.3 ESR-2606 M P34 FL1 7244.23 ESR-3455 LTP4 FL1 0446.19 ESR-2606 MP4F FL1 7244.24 ESR-3455 LS50 FL1 0446.16 ESR-2606 IVIP5 FL1 7244.22 ESR-3455 WM1416 FL1 0667.86 ESR-2615 MPH3516 FLI 7240.3 ESR-3447 IVISTA1 2 FL1 0852.8 ESR-2105 MSTA1 2 FL1 7244.18 ESR-3455 IVISTA1 5 FL1 0852.8 ESR-2105 MSTA1 5 FLI 7244.18 ESR-3455 MSTA1 8 FL1 0852.9 ESR-2105 IVISTA1 8 FL17244.18 ESR-3455 MSTA24 FL1 0852.9 ESR-2105 MSTA24 FL1 7244.18 ESR-3455 MSTA36 FL1 0852.9 ESR-2105 MSTA36 FL1 7244.18 ESR-3455 MSTC40 FL1 0852.11 ESR-2105 MSTC40 FL1 7244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC52 FL1 7244.26 ESR-3455 MTS12 FL1 0456.33 ESR-2613 IVITW1 2 FL17244.8 ESR-3455 MTS16 FL1 0456.34 ESR-2613 MTW16 FL1 7244.8 ESR-3455 MTS18 FLI 0456.35 ESR-2613 IVITW1 8 FLI 7244.8 ESR-3455 MTS20 FL1 0456.36 ESR-2613 MTW20 FL1 7244.8 ESR-3455 MGT FLI 1470�9 SIM200803 MUGT15 F L 17240.5 ESR-3447 MBHA3.56/11.25 FL1 0866.12 ESR-2616 NFM35XI2 FL578.2 Evaluation Report MBHA3.56/16 FL1 0866.12 ESR-2616 NFM35Xl6U FL578.3 Evaluation Report HDU2-SDS2.5 F L 10441.4 ESR-2330 PAU44 FLI 7239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PAU66 FL17239.13 ESR-3449 FGTR FL1 1473.2 SIM200802 PHID2A FL1 7219.4 ER-0200 CS16 FL10852.1 ESR-2105 PHXU3516 FLI 7241 �20 ESR-3444 H1 FL1 0456.5 ESR-2613 RFUS FL6223.5 Evaluation Report H10 FL1 0456.6 ESR-2613 RS150 FL17244.27 ESR-3455 H10-2 FL 10456.7 ESR-2613 RT15 FL17236.11 ESR-3448 H10A FL1 0456.6 ESR-2613 RT 16-2 FL17236.10 ESR-3448 H3 FL1 0456.13 ESR-2613 RT16A FL17236.10 ESR-3448 H4 FLI 0456.14 ESR-2613 RT3A FL17236.11 ESR-3448 H5 FL1 0456.15 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5 FLI 0456.11 ESR-2613 RT5 FL17236,11 ESR-3448 H2.5A FL1 0456.12 ESR-2613 RT7 FL1 7236.11 ESR-3448 H8 FL1 1470.3 SIM200803 RT7A FL17236.11 ESR-3448 Spi FL1 0456.41 ESR-2613 RT8A FL17236.11 ESR-3448 SP2 FLI 0456.42 ESR-2613 SPT22 FL1 7244.30 ESR-3455 SP4 FL 10456.43 ESR-2613 SPT24 FL1 7244.31 ESR-3455 SP6 FLI 0456.44 ESR-2613 SPT4 FL1 7244.32 ESR-3455 SP8 FL 10456.45 ESR-2613 SPT6 FL1 7244.32 ESR-3455 SPH4 FL 10456.46 ESR-2613 SPT8 FL1 7244.32 ESR-3455 SPH6 FL1 0456.47 ESR-2613 SPTH4 FL1 7244.32 ESR-3455 SPH8 FL 10456.48 ESR-2613 SPTH6 FL1 7244.32 ESR-3455 U24 FL1 0655.141 ESR-2549 SPTH8 FL1 7244.32 ESR-3455 HHUS28-2 FL1 0655.3 ESR-2549 SUH24 FL1 7232.14 ESR-3445 HHUS410 FL1 0655.4 ESR-2549 THD28 FL17232.17 ESR-3445 HGUS5.25/12 FL1 1468.11 SIM200804 THD28-2 FL1 7232.17 ESR-3445 HGUS414 FL1 1468.10 SIM200804 THD410 FL17232.17 ESR-3445 HDQ8-SDS3 FL1 0441.1 ESR-2330 THD412 FL1 7232.17 ESR-3445 MSTAM24 FL1 1473.19 SIM200802 THD612 FL1 7232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 THDH414 FL1 7232.18 ESR-3445 MSTCM40 FL1 1473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report HHETA20 FL1 1473,9 SIM200802 UPHD8 FL1 7219.6 ER-0200 LGT3-SDS2.5 FL1 1470.7 SIM200803 - LGUM26-2 FL1 1473.12 SIM200802 PA Numbers PA1.0-PA1.4.dwf Tampa -M > C- 2 0-0 a) -0 M 0 0 -0 0 2 0- 0 C= 0 .0 -P-0 M U_ � b D CnL_ -0 E (D -1--i 0 W FAA LU mi E =3 =3 �0 0 W _J a- !11 t U) -0 Q) 0 L_ CL C_ U) 0 L_ CL _0 0 Cf) ICU Cn SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation P.D. I of I Building Codes and Standards 7MIY2015 Product Approval Application Detail 211112 EntRy 20 2th Data Pending im Vanslon Manufacture Contact Validated av Widided Submitted FBC Ationoval A-mved awn Revision 2014 Therma-Tru Corporation Rick YftM National A-ladiftd.. & Ryan J. I(Ing, P.E. 0=6=18 021OW2016 liaimilia Approved Catelionn. EAMW Doors (419) 298-1740 Management Module (813) 78MB3 SulbCabegorr. Swinging E)derlorDwAssamblies Coropliance Methed: Certification Mark or Listing 000' QuaillyAsemansoi, Ancenved for We fluad Deelon No Product Made]. Number or N-2 Product Description da In HvKZ Quaside HVHZ Resistant passame 6 0. &quat;Snlo0Ih-SW&qUot and 'quot'Barsehartark by Tharrrra�Tfu&quol, W8 and WD Opaque and Glazed Fluentilass Door with and without Sidalites. Inewing and Outsiving IMI/2021 NO Yes NO WA Enft or no 21111 Dide Paragon Vmlm Manufacturer contact Emhmr&Ll,- Valkliated validated Submitted FOC Aporowal Avormed ANA Revision 2014 Therma-Tru Corporation Rick Wright National Accradhafical & Ryan J. I(Ing, P.E. OW812015 00113/2016 07/05/2015 Approved Category. E)derlor Doons (419) 298-1740 Management Institute (813) 787-8283 SubC.Mgory-. Swinging ExlefforDoor-Aseenbiles dolavarmbitigoonsultant.- Compton" Iffieflood: Coruscation Mark or Liefing M. au Product Model, Number or Narn Product Description Dow A,,-,d In for Use Approved for Use HVHZ Outside HVKZ amount Rasidatant Dealon Pressure 5 a. &quot:Smoon-8W&quot and &quoI;Benchmark by 618 and EM Opaque and Glazed Fiberglass D-with 12,31t2021 NO Yes No NIA Thernme-Trulliquol; and without SIdelftes. Inewing and Outvtft Search Criteria Code Version: 2014 FL 0: 15225.5 Application IrInpa: ALL Product Manufacturart. AU. Category: ALL Subcateg-r. ALL A~on Stan.' ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Nuotbar or Name: ALL Product ALL Approved for use In HVHZ-. ALL Apptursd for outside HVH7- ALL Impact Resistant ALL Design Prose ALL Data From, ALL Data To: ALL Florida Department of Business & Professional Regulation Page I at Building Codes and Standards Product Approval Application Detail Coo Entity Do 20 Date pendho Im Version M,nukM En,bmr & License Validated By Valldebal submitted FOG Aperoval Avorowd Bill" Affirmed. 2014 Ml Windons and Doors Brant slainglar LIA. Roberto Lomas Steven M. thion. PE 04130120,15 04W2015 05A)W015 Approved Catagorr. EAVIor DoOns (717) 365-= PE-82514 (717) 0324ISW Subcategory. Siding Edorlor Door Assemblies balffing.OrnimLoorn Conspliance Methood: Eyaholim Report from a F4.06 Rogll-d Architect or a Licensed Florida Professional! Engloser Ing ............. i QuallbrAusathransta Approved for Use Alezroved for Us, lareact Deal,, r Product D-10d, QMmct raginstion pAk it, HVHZ outside HVHZ P-letent P-re 2 SERIES 42D ALUMINUM $GD SERIES 42D ALUMINUM SGD O)� XOX( 1213i=15 No Yes 140 WA 9S&quoI;xS0Wot; NOWREINFORCED Sumh Criteria Code Version: 2014 FL 0: ISX12.2 Applivalklorl Type; ALL Product Manufacturer ALL Calogon, ALL Subcategory: ALL Appka an Ststua: ALL Complia-M.1had: ALL Quality =u- Entity Contract Expired: ALL Product ModW. Number ar Warn.: ALL AL Approved for wer In WHF-- ALL Approved for oulaide HVKZ: ALL Impact Reslartaft ALL Design P- ALL Data From: ALL Date To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 7r2W016 Product Approval Application Detail 3941,011crttorla God* Version: 2014 FIL V. 15217.9 Application Type. ALL Product Mimuflaathmsr� ALL Gaisganr AL Subcategory: ALL Application Stan.: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Descripli w ALL Approved for use In HVHZ:- ALL Appm for use outside HVHZ: =um; ALL Impact Reelatem ALL Design ALL Data From: ALL 04% To: ALL P.Plorl 7120020 15 20 M Date Pending 20 validated Submitted EBC Abutters] A-mved Status OWSWls 02IDMIS 03/0=016 Approved Anne -all for use 1. Desk, At" Product Model. Number or Name Product Wearied- Contract sanitation Dab In HVHZ Outside NVHZ Ralistant Preamrs, e f. 6quot;Pmmkim Serle4qlot. 6quotConstruction W and 0 Opaque and Glazed St" Door with 1213112021 No Yes No NIA Sarl""ooi; and &qwt;Berwhmwk by ThemmaTm" To--. VAIll and Ilhnt Sidellbas. 1.sWg and with T... Ontswing SamlitCrIlada Cod. Wralm: 2014 FL 15226.8 Applesdan Typo: ALL Product Mararracturen ALL C-Ravouy: ALL Subcategory: ALL Applostion Status: ALL C-PR- Method: ALL Quality Assurance Entity Contract Explmdl: ALL Product Model, Number ar Name: ALL Product Description: ALL Approved for use in KVHZ-. ALL Approved for una wasida HVHZ: ALL impact Resistant. ALL Design P uns: ALL Date From: ALL Data TO: ALL Florida Department of Business & Professional Regulation Par I oil Building Codes and Standards 7&20r20l5 Product Approval Application Detail Cod. Entity Do Rik Days Pending Data Ila version Manufaiphire contact Engineers License, VAlkkftd By Valklated submbw FEIC Approval Awroviod status Affirmation, ZD14 MI VAndows and Doora Brant sidinger Luls Roberl* Lonsas Steven M. Urich. PE 04130MI5 04,S=15 05/06=15 Approved Category. Exterior Doore (717) 3&&3= PE-62514 (7M 93241600 SubCsa,goW. Bluing FAerlor Door Assernbiles Compliance Method: IDvahad. Report ft. a Florida Registered Architect or a Lioansed Floddat Professional Engineer 121LI! Product Model. Number or Name ----------------------- ---- I --------- Product Dmr1ofiDn QuallibrAssurunce Aouroved for Use Awnuved for Use Innect Design Law 1, HvHZ Outside HvHZ Resistant 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12131=16 No Yes No N/A l45-3f4&qu.I;.96&qu.t; Search CrIbad, Cod. Version: 2014 FIL 0: 15332.3 Application Type: ALL Productifisursuffiewturen, ALL Category: ALL Subcategory: ALL Apollonian Stafte: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Medal, Number or Name; ALL ProductDacalpff ; ALL Approved for - it, HVKZ: ALL Approved fin' u0m, outside HVM7-, ALL Impact Raemtft ALL Design Presunure! ALL Date From: ALL. Daft To: ALL Florida Department of Business & Professional Regulation Paid. I of I Building Codes and Standards 7r2D12(H5 Product Approval Application Delail Surch Criteria Cod. Version: 2D14 FILM 15M. APPlication Type: ALL Productillanufactunov, ALL Category. AL Subcategory: ALL Applecird- Status: ALL Conapilience Madhod: ALL Quality Assurrance 6nft Contract Expired: ALL Product Model, Number w Name: ALL Product D-lind a: ALL Approved for uas In HVHZ: ALL Approv f---bW.HVKZ: ALL Impact Resistant ALL Daulim P ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Penn I at Building Codes and Standards Product Approval Application Detail Entity or 20 Daft Data Pending no Maul. Version Mmuft@W Contact Enulnear&I-loalse Valuated 8,r Validated Suballtbed FEC A-11 Awrov*d staft. R.,Won 2014 M1 VAnd- and D- Brand Skinger Luie Roberto Loorle Steven M. thich, PF 0613=16 0625015 07/mOlS ding FSC AW Category. Windows (717) 3&�WOO PE-S2514 (7M 93240M SubrCet'goW. single Hung behfingerCr1wd.cont Method: Evaluslion Report from a Florida Regial-d Anh or. U-sad Florida Prm..sdorad Engine At" Product Model, Number w Name Product Descried- Q,WA- A,,-,d lier Use A-d for Use knoact Dol- Contract Exubindom Dab In HVHZ Outside H Resistant Phassems 5 SERIES GA 196 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 5an 12131=15 NO Yes No WA Search Cft& Code Version: 2014 FL 8: 15217.5 Application Type; ALL Product Menutpubgrer ALL Category: AL Subcategory: ALL Application statue: ALL Compliance Method: ALL Quality Assurance, Entity Contract Expired: AL ,t �-Modlisl.Nurrb-Nnmo: ALL P.duct ALL Approved far one In NVHZ- ALL Approved flor uss outside NVHL- ALL Impact Resixtoric ALL Design Prese ALL Data Fro- ALL Data To; ALL Cod. Version: 2D14 FIL #. 15288.1 ApPlimsdan Type: ALL Product Mmufacto's" ALL Category: ALL Subcategory: ALL Applindlon Status: ALL Compliance Malthod: ALL Quality Asearance Entity Contract Epid: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHL- ALL Approved for use outside HVKZ: ALL Impact Reshrood: ALL Design P-.: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pao I & 2 Building Codes and Standards Product Approval Application Detail raft Entk� or Mk go Data Pandloa WE Loa V-1- manufacturer Contact Enaftworg License Widened By Validated Submitted FBC A,-[ A-mvd status Revision 2(H4 Th-TM Corporation Rld, Vftht Lyndon F. Scluddl. P.E. Ryan J. I(ing, P.E. 02R=16 0`113V2015 OV0441015 04AW016 Approved Categorin Exterior Doms (419) 298-1740 PE-43409 (813) 787-8283 SubCalagair. Swinging E)krlor DwAusembliss, rMwGrwbidgcomadiarm, Compliance Method; Evdwdm Report from a 00on Florida Registered �rohfted cra Licensed Florida Professional Engineer .......... 2121 I - Product Model. Number or Name ------ - - - Product Duestritulon Contract Exalmdom, Date A--dhrLMe kLt= 2111111111.1:1M honest Denied Resistant Presauns 1 a. &quut:Fibw-Clas&Wquot; " &quot:SmDothStar&quot 6&XM,8 &quatNoo-ImpattiLquot; Opaque Fiberglass I2/3If2(HB Yes Yes No WA DoorwIm &mp; without Sldlelfta(s) - Outawlrui (Y, OX "XO, OXO, XX, 0)0(0 Configurations) Q242 Erffinr or Raw 2111 Date Pending im Yowled contact Validated Ih, Submitted F80fimeroval Awoeved surbas Revision 2014 Therma-Tru Corporation RIckWdght Lyndon F. SchmIdl. P.E. Ryan J. Iting, P.E. 00/28MIS OS)MOIS 07/MOIS ding FBC Appn Category: Exterior Dooms (419) 2WI740 PE43409 (813) 787-8283 Subcategory: Swinging E;dedor Dw Aseumbiles Comspliance Method: Evduadm Report ftho 0 Florida Registered Architect or a Licemsed Florida Pref"Wonal Engineer 0,01brAssumince ad Daft Aparovad for Use Anormon! InH Outside for h-.t Deal - ffi�mtbjatmt 1 a. &quut;Flber-Clwdc&quot: or &qum'.Sm0ofih-$tar&quo(; 0&09;8 &qWt;Non4mpact&quoI; Opaque FIbergless 12131/2018 Yes Yea No WA Doorwhh 8arnp; WOW Sklefts(s) - Ourtswing (X, OX or XO, OXO, XX. OXXO Configurations) Florida Department of Business & Professional Regulation 7f2DW5 Product Approval Application Detail Page I Building Codes and Standards 99ift rm veralon Manarram Atirmst. 2014 MI VVIndaws ON Doors Category, Exterior Doors SWhC.WgW Mng Exterior Door Assemblies Compliance Method' Evaluation Report *am a Florida Relilsoxed Archlied or a Licensed Florlda Profinalonad Engineer Entity or Count Enatruser&I-icamse Event Song" Luis Roberto Lomas (717) 365-3300 PE-82514 bollflogerairliwd.corn Dot. 20 patoperAhm go Validated By Valldeted Sub~ FOCAppronnal Awrovid Status, Steven M. Udch, PE 04rJO/2015 04rh(IM16 OWMO15 Approved (717) 932-MM Ila -------------- - -------- Product Description OuallivAseartruni A--,dfbU, Anaroved far Us, k,,,t onehon Contract Exaltation Date In HVRZ Outside HVHZ Resistant P.- 4 420 ALUMlNb1eMr"SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED O)� 1213V2018 No Yea No NIA XO' xx 9B&qum;xg8&quoI; Search Criteria Code Version: 2014 FIL 16332.4 Applilicatkno Type: ALL Product Manufttuw. ALL cafto-W. ALL Subcategory: ALL Application States: ALL Ctunpliance Method: ALL Quality Assurance EnW Contract Expirstit. ALL Produot Model, Number or Name: ALL Product Deecription: ALL Approved for use In WHZ; ALL Approved for use, outside HVHZ: ALL IMPOot R"WWL- ALL Design larsausurs: ALL Data From: ALL Dade To: ALL Florida Department of Business & Professional Regulation Pass I at Building Codes and Standards 74MMIS Product Approval Application Detail Sanch Criteria Cod. Version: 2D14 FIL 9: 0279 85 Appicadat TYW. ALL Product Manufacts- ALL Category. ALL Subostsgorr. ALL Applaud- Sbmus,- ALL Complinamo Method: ALL QUARY Assurance Entity Contract EXPIm& ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVH7- ALL Approved for - outedid. HVH7, ALL Impact Resistant: ALL Deshm P-u.: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Par I f I Building Codes and Standards Product Approval Application Datall Entity or 291 na Data PWM am mm Version Manufacturer contact E,,k-r&Lk- VIMWd By V,[Mtd Submitted FIBCAperawal A--d RwAWm 2014 MI Wndows and Doors Brantskifinger Luis Roberto Lomas Staven M. Urich, PE D0130mia OWSW15 0710512016 ding FBC App, cathaw, Vondows (717) 386-UM PE-M14 (7`17)932-85W subcalegonr smog Hung ballfing"miurd.conn Compliance Method: Evaluation Report fforn a Florida RegIslated Amirked or Licensed Florida Professional Engineer O,IIWA-,- A-r,-d fatties Aeanowid for Use lemn pm. AMA umber - Name Product Description Contract Ii-hostion Data I.HVW outeld, HvHZ r_it,, P.- 7 S IESGA195ALUMINUMSH SERIES GA 195 ALUMINUM SH N! 54X72 i2t3i/2015 No Yes No WA Search Criteria Cod. Version: 2014 FIL 15217.7 Application Typo; ALL Product Manufactum ALL Category: ALL Subcategory: ALL Application status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Dascdptl : ALL Approved *a - In KVHZ- ALL APProVed for uss, WIAW6 HVNZ:' ALL Impact Resistant ALL Design P-.: ALL Data F- ALL Dift To: ALL Florida Department of Business & Professional Regulation Pop I of 1 Building Codes and Standards 742W2015 Product Approval Application Detail Code Eatithr or Dot. 2111t Date Perallft 20 Iva Version Manufacturer Contra Widabod Ew Valklated Submitted FBC Agwroval Awroved status Affirmation 2014 MI Wnd0w$ and DOKWS Stan Bluing" We Roberts, Lomas Steven M, UrIch, PIE 04/3012015 0413IM18 051IW2015 Approved Category. VAnd"s (717) 385-3300 PF-82514 (717) 932-8500 SubCsdmgosr$r, Horizontal SlIder bunfingerandwd.- compthe" - Bske"'n Report from "Oh-d' FlorldsReglideradArchus"' or a Licensed Florlda Pnof."onal Engineer Product Model, Number or Name Product D,,,IU- QuallbrAssurance - on DAW --- -- - --- ------- -- ------ A-m-d! for Use A -moved for Use leanest Donlan In Outside H IftWistent 2 SERIES GA 198 ALLNINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2016 No Yes No WA 72)(54 search cilwit Coo Version: 2014 FIL P. 15288.2 Application Typo: ALL Product Mxmftctmo,. ALL Category: ALL Subcategory; ALL Application States: ALL Compliance Method: ALL Quality Am- Entity Contract Expired; ALL Product Model, Number or Near. ALL ProductDoscsipflon: ALL Approved for use In WHZ-. ALL Approved for - -laid. HVHZ: ALL Impact Rsletuart, ALL Design Proseurs: ALL Data From; ALL Data To. ALL Florida Department of Business & Professional Regulation Pao. I nil Building Codes and Standards Product Approval Application Detail ral Entity or 20 20 Data Pindina 20 Mail Version Manufacturer Contact validated W VIMtd Submitted FSG A-1 A-mved Affamelim 2014 MI VWxIom and D� Brant B". Lot. Robeft Lomas Stevert M. UrIch, PIE 0413Dr,015 G44=0 0610612016 Approved C990M. Exterior Doona (717) S65-M PIE-BW14 (7M 932-M S.bCat.p,f. BWv Exted. Door Assemblies ballfir"MIwdourn Compliance Method. Evaluation Report from a Florida Registered Arohlbact or a I-Ionnsed Florida Professional Engineer AMA Product Mod,]. Number - Name DualithrAgausance A,movad for Use transit Deflan Product Dwription Counwat E-Instion Dot, 1. HVHZ Outside HVKZ Resistant PAM, I SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SEC OXO 12J311/2016 No Yes No N/A I4S4V4&quotA0&quot: NON -REINFORCED Search Criteria Code Version: 2014 FIL P. 15=1 Appilication Type: ALL Product Menutectunsr: ALL Category: ALL Subcategory: ALL Applies an Start- ALL Compliance Method: ALL Quality Assonance Entity Contract Expired: ALL Product Model, Numberor Name: ALL Product Description: ALL Approved for - In HVNZ-. Approved fw use outside HVHZ: ALL ImpactReelstailL ALL Design Preas m: ALL Data From: ALL ones To: ALL Florida Department of Business & Professional Regulation 7r20r2o15 Piroduct Approval Application Detail Building Codes and Standards Search Criteria Code Version: 2014 FIL P, ISM.5 APPNC.tl- Type: ALL Product Manufacturer. ALL Category., ALL Subcategory: ALL Applicadon Statua: ALL Compliance Method: ALL Quality Assaaranva� Entity Contmc-t Expired: ALL Product Model. Number or Name: ALL Product Description: ALL Approved for - 1. HVNZ: ALL Appmed Far - outside HVHZ: ALL "at R.161811t ALL Design Presaurs: ALL Dft F-: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 72=15 Product Approval Application Detall COO Ilaut Version Menuracturar Revision 2014 Clopay Building Products Company Category: EAmlor Doons Subcategory: Sectional Exterior DoorAssemblies Corepliance Mathad: Certification Mark or Usting Enth, 20 ARIA 1),tP,,di,, Rik Came Enakmr& Licerone Whisling ev, Validated Submitted Flac A.,junal Ammoved fitstu Mark Westerfield Ird5r1ek Tesling Services KA Gary Phsehlar (ISM212016 WOWS OW112015 Approved (613)770,6062 Im - ETLAVamock Flemay (513)519-Mo mwestedeld9olopay.com ant Product Model. Number or Name Product D�rinUM QuallivA,sursts, Antrovadjoluse Awrovall for Use h-.t Deaft, Cotmosaft.kd., aft 1, Outside HVHZ Renamed Prodam. 102 102 WO-16 PAN-2FI53; M, 76.04A, 94,42,48,428.4W St"I Pan (min. 26 go.) Double -Car &2tD IVZ' 061211028 NO Yes No -37 PSF/-41 4RST, 8RST, GOSS, GR5S, AR58, ED5S wide) WINDCODE&0174; Vffi Garage Door PSF Cod. Version: 2D14 FIL #t 15279.102 Application Type: ALL Product Minftt- ALL calleaw. ALL Subcategory. ALL Application, Stan- ALL Compliance Modred: ALL Quality A- Enft Contract Ibtphad: ALL Product Model, Number or Narms: ALL Product Description: ALL Approved for use, In HVHZ: ALL Approved far - -11W. HVHZ. ALL impact Resistant ALL Desslim Prassure: ALL Data From: ALL 00% To, ALL Florida Department of Business & Professional Regulation 712M15 Product Approval Application Detail Building Codes and Standards Cod. Version: 2014 FIL M 16217A Application Type: ALL Product Manufacturer. ALL Category, AL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assn- Entity Contract Expired, ALL Product Me", Number or Name: ALL Product Description: ALL Approved for - 1. WRt- ALL Approved for use outside HVH?- ALL Impact Resistaft ALL Design P ALL Data Froro; ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of I Building Codes and Standards MMM15 Product Approval Application Detail Go" version: 2014 FL P. 16288.3 Application Typo: ALL Product Manuflart.- ALL calwagoryl ALL Subcategory: ALL Application Stet.. ALL Compliance Methed: ALL Quality Ansurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for - in HVHI ALL Approved far man oubski. HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Data From: ALL Dab To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa U) > (3) C- 0 =3 CL 0 0 (3) CL C-) Q) 4- U) -!=f Q) =:3 -0 0. U) 0 0 c- 0 0 Lr-- M LL- "- 0 > U) Q) E (3) b L- "o U) M U) (D U) 0 L- Cla. Cla. < -1--sal' C/) C-) =3 2 0- U) CIO W SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 742=15 Product Approval Application Detail Cod. Entity or Data Data Nods. Rat 15M Version Manufacturer contact Enalmhu, & License Validated 13V Validated Submitted FING Aamovid Approved $let. Affirthation 2014 Ml windm and DOM Ergot Sitfiregar LuisRobertoLornars, Steven M. Urich, PE 04rAM15 (AfN20`16 05/iQ/2016 Approved Category: Windom (717)36SM00 PE-82514 (717) 932-MOO SuIsCategorr. Wrizonted Slid. toliffing"Qmhod.com Compliance Marthod: Evaluation Report thorn a Florida Registered Aroldbact or a Licensed Florida Professional Engineer ant "a""N", ----------------- --- QualftA-,- Approvdjarthes Aaamoad for Product Description Contract E-fration Data in ljVHZ gatNtAm firment Resistant Dealso pressurs 4 GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2015 No Yes Me NIA SLIDER liefigUita" Code Version: 2014 FIL #. 162118A Application Type: ALL Product Mamulsousw. ALL Category., ALL Subcategory: ALL Application Sen.: ALL Connitifame, Method: ALL Quality Amusance Entity Contract Expired: ALL Product Model, Number or Nons: ALL Product D"cdPd : ALL Approved for use ki HVH7-- ALL Approved for use outside HVHZ: ALL Impact Realsebuit ALL Design Press re: ALL Data I-: ALL Data, To: ALL Florida Department of Business & Professional Regulation Page I F I Building Codes and Standards 7rmml 5 Product Approval Application Detail Cod- Enthar or 2@k 22M Date Pending Dill TV" Version Manufacturer contact Enalmurr & License V.1matelLsv Validated Submitted F80 Ammovall Approved malm Affirmation 2014 Ml Wlndm and Door$ Grant Sfifinger LulsRobefti-orms. Steven M. Urloh, PIE 05MI12015 0510112015 051io)2015 Approved category: Win (7 17) 38543M PE-62514 (717) 9324600 BubCategW. Fixed Compliance Method: Evaluation Report ft. a Florida Registered Amh- or. Licensed Florida Professional Engineer 2111.9 Product Model, Nureberw Nam# QuallIvAlfwaranot Awrov forum Approved for Product Ishunlytion Contract Expiration Date in HVHZ Outside Impact Design Rawlstard pressal 8 SERIES GA 196 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 1=112015 NO Y. NO NIA RECTANGULAR AND DESIGNER sevolicrisida Code Version: 2014 FIL #: 15278.8 Application Type: ALL Productlilersslactursit. ALL Category: AL Subcategory: ALL Application Stadus: ALL Compliance Method: ALL Quality =n. Entity Contract Expired: ALL '. ett Model, Number or N.- ALL ProductDiscripti : ALL Approved for use In KVH7- ALL Approved far - outsith, KVHZ: ALL Impact Resistant ALL Design Press an ALL Data From: ALL Oat. To. ALL Search Clients Cc" Version: 2014 Fl. Alk 13102 ' 2 Application Type: ALL Product Manufacturer. ALL Category. ALL Subcategory: ALL AppilloationStates: ALL Compliance Method: ALL Quality Assurance Entity contract Expired; ALL Product Medal. Number or Name; ALL Product D...*U : ALL Approved for use in WHZ-. ALL Approved far uns, outside HVHZ: ALL Impact Realshert: ALL Design P um: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I OF 1 Building Codes and Standards 7120,7015 Product Approval Application Detail Cod. Entftv or 211a 21W Date Pending T- Version Menulactusir contact Brusheser & Liked" Validated DI Validated Submitted FOC Approval Aigiroved and" Revision 2014 TAMKO theigung Products, Inc. KOM Eden Zachary Ft Priest Looks BomlOn 04ALIWIS 04/131MIS 04t22/2015 D512212015 Approved Category: Roofing (417) 624-68" PE-74021 (334)30(W800 SubCabotpury, Undlaymands k-t_.dwdfimrk..ccm ComIeffiance M&MGd: Evaluation Report from a Florida Registered Archbot or. U-1 Florida Professional Engineer Quality Amirante Approved for Use Approved for Use wigglit paskin Product Model. Number W Name Product Description Contract Expiration Daft in HVKZ Outside HVHZ Resistant Prowen, 6 No. 15 UL AaphaftsaturatedorganIC141 022612016 No Y. WA NIA Seamb Criteria Code Version: 2014 FIL If. 12a2a .8 Application Type: ALL Product Manufactunn, ALL Category: ALL Subcategory: ALL ApplicatiOnStedus: ALL Compliance Mothod; ALL Quality Assurance Entity Contract Expired: ALL Product Model, N.mber or Name: ALL Prodo.t0wripthen: ALL Approved for use In HVH7- ALL Approved for use outside HVHZ: ALL impact Realst."L AL.L Design P um: ALL ])at. F-: ALL DO. TO: ALL Florida Department of Business & Professional Regulation pap I of; Building Codes and Standards 712101 Product Approval Application Detail 92111 EmIthr or 292 Date D.W-Pdlm rate, T- Version M ... ftaturer Contact & License Validated By Validated Submitted F13CAP-al Approved Stedus OualetvAinsurence Approved for Use Alsimsod for Use Impact Ditalom *MLA I Product Model, Number or Name Product D,,,IU- Contract E-hation Date him Raw, H Resistant Plateaus, samb Criteria Code Vote]- ZD14 PL* 621g.4 Application Type: ALL Product Marerflact- ALL Get.": ALL Subcategory. ALL Application End- ALL Compliance Method: ALL Quality Assurance Entity Contract Expire& ALL Product Modal, Number or Nwre, ALL PmductDoeerlialon: ALL Approved 10, use In KVNM. ALL Approv,xiftrusaculakfaHvHM ALL Impact Resistant-. ALL Design P- ALL Data From: ALL Darts To: ALL Florida Department of Business & Professional Regulation Pap I of 1 Building Codes and Standards 72=15 Product Approval Application Detall code Stuart of 20 DO- Date Pending Data Tons Version Manufacturer contact EnalmearlilLicatift Submitted FS0 Approval Approved status Affirmation 2014 M1 Wndom and Doors amot slifinger Luis Roberto Lomas Eleven M. Urm. PF 060`1120,15 05M112015 ONIO/2016 Approved Category: Vindove (717) 3&&3300 PE-62614 (717) 032-M SubC*"*W. Fixed bahlingesQhvd.corn Compliance Method: aaluallon Report from a Florida Registered Architect or a Licensed Florida Professional Eragmeer ------- ---------------- -- --- Aw Product Mod,]. Nu,b,, or N .. ----------------------- Product Descriodon OtifflitrAwnufarce A, - - - dftU, A--d in NVHZ outside for Use krous, Diation Resistant Pressure 4 SERIES GA 195 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE VIANDOW 1213112015 No Yes No NIA RECTANGULAR AND DESIGNER ii`SW"dig" Cod. Version: 2014 FIL Je: 15278A Ap~on Type: ALL Product Manufteatum ALL Category: ALL Subcategory: ALL Application Status: ALL Conipff .. Method: ALL Quality Assurance Entity contract Expired: ALL Product Model, Numb., ., Name: ALL Product Description: ALL Approved 11-se In HVH& ALL Approved her tow, outside HVHZ: ALL Impact Reeladmic ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Standards 7rd=15 Product Approval Application Detail Raft BOW 20 Date Date Pending Dam IM Version Manufacture Contact Entilnear & Licame, Validated a, Validated Submitted FISC Amumml Amorovad am" Affirrhation 2014 MI Wridove and Doors suant sfifiriffer Luis Roberto Lomas Steven M. Urich, PIE 05101/2015 OW0112015 05110,2015 Approved Category: Windonver (717)365,3300 PE-62S14 (717)02.8500 S.bC.txqoW, Fixed bstillngenilimlord.com Compliance Method: E�akedfion Report ft. a Florida Regislused A,,hbd or a Licaused Florida Professional Engineer 22a Product Modal. Number or Name ------------------- --- ---- -- -- -- Gustav Assurance Approved for Use Afteroved for Use Product Dishurbitakin - In HVIJ 2UNWIM -- ---- Imeac DI- Resistant P—rw 9 SERIES GA 195 ALUMINUM PICTURE VVINDOW SERIES GA 195 ALUMINUM P ICTURE WINDOW 12131/2015 NO Yes No N/A Code version: 2014 FL If: 152789 Application Type: ALL Product Manufactumer, ALL Category. ALL Subcategory: ALL Applitudlon Star.: ALL Curnpliesic. 11.11sult ALL Dually Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVNZ. ALL Approved for use outside HVKZ: ALL Impact Rindstaft. ALL Deadim P"um: ALL Data From: ALL Dam To: ALL Florida Department of Business & Professional Regulation Page I of 1 Building Codes and Slandards 7=201 5 Product Approval Application Detail Cc& Erdfiv Dot. 20 Date P.Odko Rik 1104- Version Manutactuter contact Validated Ov Validated Submitted FEC: Approval Awrovad Steleas R.vM. 2014 Aside Nick Thompson Lyndon F. Schrnldt. RE, Ryan J. King. P.F. 0212312DI5 Wig/2015 0=112015 D4/15)2015 Approved Category: Panel Wells (330) 922-2380 PE413,109 (813) 787.82113 SubCwagorF. Sonia rithoarpsonfillaidde.com Compliance Method: E,aluallon Report ft. a Florida Registered Architect or Licensed Florida Professional Engineer Ila Product Model, Number or Name - - - --------- - QuallInfluesurance, ---- - --- --- - Approved for Use A-mved to, Use it,- D"ka. In Outside KVHZ Resistant pressurs 1 9. "2T" Soffit Vent or Solid Vinyl Soffit 12131120ill No Yes NO NIA Search CrIblift Cod. Version: 2014 FL #: 15272A Application Type: ALL Product M-11-turan ALL Category. ALL Subcategory; ALL Application Suit.: ALL Compliance Method: ALL Quality Assumance Entity Contract Expired: ALL Product Model, Numbe, or Name: ALL Product Dwitudon: ALL Approved for uss I. W117- ALL Approved for - outside HVHZ: ALL Impact Realantaft ALL Design Pressure: ALL Dab. From: ALL Date TO: ALL Florida Department of Business & Professional Regulation Pap I or 1 Building Codes and Standards lrf=2015 Product Approval Application Detail 9991 Eftift or 21111 go Date Pending 291 T"00 Version Mandiectu contact Etwinuxur & Lkwouse Valkhated Sty Validated Submitted F1110 Approval Awroved am& Revision 2014 Thorupe0o Architectural MOWIS romparry, im SwIt Brov,1 James L. Buckner Steven M. Urtch. PE ofirolm'15 04IM015 06110,2015 0612312015 Approved Catepory'. Roofing (813) 248-3466 PE-31242 (7i7)032-M Subcategory. Roofing Accessories that fleraildesionfilryahoo.com Integral Part ofthe Roofing System Compliance Method: Evaluation Report from a Flod" Refilelerad Architect or a Licensed Flodds Professional Engineer Me Qu,111trAssurance A--,d for Use A -roved for Use Impact Dersion Sea # Product Model. Number "ana Product D-rhation Contract Exalrallon Oat, In HVH outside HVHz Randstem P.M. 1 - &qwt,,Flat Top Off Ridge Vent with Surge for T1Ie&qi Minimum 26 Gouge Steel, Nominal 4, 6&"0;, 1213112019 No Yee No N/A or IO&M; Wdo Off Ridge VortAffached to Wood Deck Search Clitart, Code Version: 2014 FL 5219.1 Application Type: ALL Productillarnalachum ALL category: ALL Subcategory: ALL Application Star-: ALL Compliance Method: ALL Quality Assurance Entry contract Expired: ALL Product Mod.[, Numb., or Name: ALL Product Description: ALL Approved for use in HVH7-- ALL Approv, for few, outside HVH7- ALL Impact It"Istaft ALL Design P— 1 ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Fee. 1 .11 Building Codes and Standards 7r2MI5 Product Approval Application Detail Search Criteria Code version: 2014 FL 0. 2075.1 Application Type: ALL Product Manufacturer, ALL Category: ALL Subcategory: ALL Application Stabric ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVH7- ALL Approved ftr we outside HVHZ: ALL Impact Restated: ALL Design P u- ALL Data F- ALL Care To: ALL Florida Department of Business & Professional Regulation Page 1 a 1 Building Codes and Standards M20=16 Product Approval Application Detall search Criteria Cod. Version: 2014 FIL #: 152785 Application Typo: ALL Product Mismallecteoul. ALL Category: ALL Subcategory: ALL Application Status; ALL Conipff-Methed: ALL Quality, Assurance Entity Contract EXPlealb ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In KVH7- ALL Approved for vae, outside HVHZ: ALL Impact Resistant, ALIL Design P"-; ALL Data F- ALL DMT*: ALL Cod. Version: 2D14 Pl- 111: 16333.7 Application Type: ALL Product Manufacturer, ALL Category; ALL Subat"ory; ALL Application Starme: ALL Compliance Method: ALL Quality Assurance Entity Contract Explmd� ALL Product Modal, Number or Name: ALL Product Description: ALL Approved for use in WW-- ALL Approved fier sure outside HVHZ: ALL Impact Resistant, ALL Design Pleasure: ALL Oat. From: ALL Data TO: ALL Cod. Version: 2014 FL 0. 15272.2 Application Type: ALL Product ly-fircturar: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assumes Entity Contract Expired: ALL Product Model, Nun*er or Name: ALL Product Description: ALL Approved for was in NVH& ALL Approved for use outside HVHZ'. ALL Impact Reelot". ALL Design Pleasure: ALL Daft F-: ALL Data TO: ALL Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 7=01 a Product Approval Application Detail 990 Dot- Data Date Pending Dam MINE Version Manufacturer C"tt & License Validated Bv Valklated Submitlad FSC Approval Amem"d Sistus Revision 2014 Thompson Ardhilectural Metals Company. Inc. Scott Brom Jams L. Buckner Steven M. Ufth� PE 05MI/2015 04/=018 05/10/2018 0812312015 Approved Category: Roofing (813) 248-3466 PE-31242 (717) 032-MOU Subcategory.- Roofing Accessories that we an fivalidaffionfillyahoo.curn Integral Part cribs Roofing System Complhince 1111.111hd: Evakeation Report from a Florida Registered Archiled or a Licensed Florida Professional Engineer Qualfty-Assimanowt Anommad for Use Aa,.vd for ft lomact 0.4- lm-# Product Model. Number - Nornit Product Description Contract 6-hation Us% 1, NVNZ Otitallij. HVHZ Rolabin Prwdhww 2 2- fliefurCRound Top OR Ridge Vent with Sniffs for Minimum 26 Gauge State, Nominal 4', SW9;, 12/3112010 No Yes No WA Tilail'quot; SM9;, or 10&#W,, Wkie Off Ridge Vent Attached to Wood Deck Search CrIbida Cod. Version: 2014 FL #: 5219.2 Application TYW. ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Appilleadlon Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired! ALL Product Model, Number or Name: ALL Product lifeacriptlow ALL Approved In, use In NVH& ALL Approved for - outeld. HVH7-, ALL Impact Realstaft ALL 0.19. P-..: ALL Daft F- ALL Data T. ALL Florida Department of Business & Professional Regulation Pap I w 1 Building Codes and Standards 7Z=15 Product Approval Application Detail Cod. Entiltv or 21ft 291 Bat. Panda- Data im VM- Manufacture Contact Enaftedir & License Validated Validated Submitted 1410 Approved A—d Status Affirmation 2014 Sorel Roofing I Monlertiftitile Jammed Thomas ICC Evaluation Service. LLC C-yW.Walker 05129=15 05rmis 061=015 Approved Categmy., Roofing (602) 515-033 (206) 864-0160 Subcategory: Roofing Ties BoralRoofingUSAQualty Compliance Method: rvarod'on Report from a Qb-Loom Product Evaluation Entity QuallbrAssuranto Aomoved forthes jUemoved for Us, liggM DI,, 111dal Product Model, Number or Name Product Macdollon Contract Expiration Data In KVKZ 211191112JIM Resistant P- - - 24 vote 900 Medium Profile - Lake Wales 1213112016 No yes NIA NIA Surch Criteria Cod. Version: 2014 Fl. It. 784924 Application Type: ALL Product heamerfectuw. ALL Callagoryr. ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number w Name: ALL Product Dosodisthenz ALL Approved for - In NVHZ. ALL Approved for we outside HVHZ: ALL Impact Rashaaft ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pap I orl Building Codes and Standards 7=015 Product Approval Application Detail Cod. ly or Data 292 Data Penguin Data version Contact �rauasftl, Validated By Velldidgid submitted FBC Approval A-mM Status Affirmation 2014 MI wndm and Doom Sweet Sfthngw Luts Roberto Lomas Steven M. Uruh, PE M1112015 0510,112015 0511012015 Approved Category. Wridavre (717) 365-330D PE-62514 (717) 932-SWO SubC.t.gory Fixed Irstfingerilim1wel.com Compliance Method: Evaluation Report from a Florida , Registered Architect or a Licensed Florida Professional Enginew Quallor Aw,- Amoroved for Use A-roesdilbrUsip WIEW D,],, ALa Producit DescrilAhm Contract Expiration Date In HVKZ Outside HVIRZ Resistant Preasturs 7 SERIES GA 195 ALLKAINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 1213tr2015 No Yes No NIA RECTANGULAR AND DESIGNER Search Criteria code Version: 2014 FL A. 162n.7 Application Type: ALL Productleasuafturturar: ALL Category.' ALL Subcategory. ALL Application States: ALL Compliance Method; ALL Qualutr Assurance Entity C-tract Expired. ALL Product Modal, Number or Name: ALL Product Description: ALL Approved her use In NVNZ: ALL Approved for use outside HVHZ: ALL impact Resistant ALL Design Pressure; ALL Dals Froar: ALL Date To: ALL Search Cft& Cod. Version: 2D14 FIL OP. 13192.1 Application Type: ALL Product Manufacturer: ALL category: ALL Subcategory: ALL Appilicallon Sed- ALL Compliance Method: ALL Q.&Ifty Assumunce Enter Contract Expired: ALL Product Model. Number or Namet ALL Product Description: ALL Approved for use in HVKZ-. ALL Approved for use outside HVHZ: ALL Impenot Resistant: ALL Design P-u.: ALL Data From: ALL Bet. To: ALL Florida Department of Business & Professional Regulation Pap I ft Building Codes and Standards 7=015 Product Approval Application Detail Cod. Eeft or Oat- Rik Dam P-dina Data 1w Version Manufacturer Cue EnobtaxwALl"nee Validated Submitted FRC Awomwal Approved status Revision 2014 CertaurTeed Corporafloritoofing Mark Hamer Robert Meminon John K KnOZOVICII, PE 0312312015 03110=0 03r26/2DI5 D13=2015 Approved Category: Roofing (810) 651-5847 PEZ916B (054) 772-8224 Subcategory. As"t Shingles markd.hamerfillsaird-gob Compliance Mothodt Evaluation Report from a on.com Florida Registered Architect or a Licensed Florida PrOessional Engineer ama Product Model, Number w Name Product r�rltb. Cotbract Expiration Date AwrovadfibrUes Amnoved In for Ll- he," Design, Outside HVHZ Resistant P 1 C"I.T-d Asphalt Roofing Slanffla� 34.b. 44ab, strip (nocul-terte), ]-[..led end 0710=W7 No Y.. WA N/A architectural asphalt rod shingles Search CAlarl. Cod. Version: 2014 R. 111: 5444.1 Application Type: ALL Productlibmulketwear: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Mankind: ALL Century Assurance Entity Contract Expired: ALL Product Model, Number or Nerm: ALL productlMsedird : ALL Approved for - 1. HVHZ-. ALL Approved for use outeld. HVKZ: ALL impact Resistant ALL Design P ALL Data From: ALL Data TO: ALL Florida Department of Business & Professional Regulation Pop I or 1 Building Codes and Standards 7=r2015 Product Approval Application Detail Code Emar or Oaw Dam DAWPndina RMR LEE vanalm Manufacturer Contact F-InearfliLl,ersho Validated Sy Validated Submitted EN Agglg�fgl A--d stales Revision 2014 Thompson AMhftd=l Metals Company, Ii sow Broym James L. Buckner Steven M, Urich, PE 0510WO15 04/2%WI5 0511012DI5 06,23P2015 Approved Category'. Roofing (8113) 248-34M PE-31242 (717) 0324WO 5-bCalsovnp. Roofing Accessories that Me an flVaflda1tiDr4bah00.c0m Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Archfied or a Licensed FWds Prefsesonsi Engineer QMIW Assuran- Atemoviod for Use Approved for Use leasact Dealan see # Product Model, Number � Name Product0escripticas C-t-t E,,Irtl,, Date it, HVHZ Outside ffVKZ Results, pressum 3 3- &q"t;Stondrd Oil Ridge Vent Mth Permanent Befifle Minimum 28 Gauge Sted, Nornind 4&Ng;, futfafg;� 1213112019 No Yes No WA for Shungle"al; 8&'KV;, or 10&#39,, Axis Off Ridge Vent Attached to Wood Dock Cod. Version: 2014 Fl. 4, 5219.3 Application Type: ALL Product Manufacturer. ALL care": ALL Subcategory: ALL Application Shntus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Number of Name: ALL Product Descripti : ALL Approved for use 1. HVHZ: ALL Approved W use -laid* HVHZ� ALL Impact Resistant ALL Design P-u.: ALL Bat. From: ALL Date To: ALL Florida Department of Business & Professional Regulation Pap I of I Building Codes and Standards 71MW15 Product Approval Application Detail Cod. Entity Data 299 Data Paints- Data Tvas version contact Emth-r&LI-9 Validated Elv Validated Submitted FBC Ame-1 Appeared L44M Affirmation 2014 Sorel Roofing tMordett-tralle Je.mft The- ICC Evaluation Service, U-C Gary W. Walker OMMO15 05agmals 001=015 Approved Category Roofing (602)515-M3 (205)854-0160 SubCaftuxv: Roofing Tles SondfroofingUSAQuality Compliance Method: Evaluation Report from a Product Evaluation Entry QualevAssamance AmmoradforUft Amwoved for Use WMW Design lw I Pruduct Modo. Number or Name Product Description Contract Expiration Date In HVKZ Outside HVNZ Resistant prenamers 25 Va. 9w Medium Profil. - D.- 1213112016 No Yes WA WA S,mhCrft,,I. Code Version: 2014 FIL 7849.25 Application Type. ALL Product Manufacturer: ALL culso-'r. ALL Subcategory: ALL Application States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired-. ALL Product Model, Number or Name: ALL Product Description: ALL Approved! for use in HVKZ: ALL Approved for - outside HVHZ: ALL knpa"Realstant. ALL Design Pressure: ALL Dirts From: ALL Data To: ALL PA Num Tampa bers PA1.0-PA1.4.dwf (3j CIO -co U) 0 LL- 0 > Cn -E -0 (D U) E L— w -P-0 CIO "0 CL F CIO 0 -1--i U) z z w mi U) 0 0 0 135 (1) c- (3) 0 CL 0 Lasse C/) M En Uj SHE T NO PA 1. 2 Florida Department of Business & Professional Regulation Pop I of ' Building Codes and Standards 7r2012016 Product Approval Application Detail Florida Department of Business & Professional Regulation pop I " I Building Codes and Standards 7rAM15 Product Approval Application Detail Florida Department of Business & Professional Regulation poll. 1 .11 Building Codes and Standards TrAMIS Product Approval Application Detail Flat Proffie - Lake Wales 1wirlwe No Yes NZA NIA Search Cftrla Search CrIfterl, search CrIl Code version; 2014 Pl. P. 7849.28 Code V..lon: 2014 FL#-. 7M.13 Cod#Vmlm: 2D14 Fl. C. 713,19.14 Application Type: AL Product WARUf�WW ALL Application Type: ALL Product Manufacturer. ALL Application Type. ALL Product Manufacturer, ALL Cod. Version; 2D14 FLA 780.15 Cracow. ALL Subcategory. ALL Category: AL Subcoutgaryt ALL Calogary: ALL Subcategory: ALL Application Type: ALL Product Manufacturan ALL Applies States: ALL Compliance Method: ALL Application States: ALL Compliance Method: ALL Application States: ALL Compliance Method: ALL Category: ALL Subcategory: ALL Quality Assumence Entity Contract expired: ALL Product Model, Number or Name: ALL Quality Assurance Entity Contract Expired: ALL Product likelot Number or Nam*: ALL Quality Assurance Entity Contract Expired: AL Product Model, Number or Nine: ALL Application Sprint ALL Compliance Method: ALL Product Description: ALL Approved for on In NVHZ- ALL ProductDosedpolon: ALL Approved for use in HVKZ-. ALL Product Description: ALL Approved for on in 14VH7- ALL Quality Assurnmore Entity Contract Expired: ALL Product Model. Number or Name; ALL Approved for on outside HVKZ: ALL Impact RnIstanit ALL Approved for — outeld. HVHZ. ALL Impact Resistant-. ALL Approved for uss outside HVHZ. ALL impact Rosistaft ALL Product Dendirtion: ALL Approved for — In NVHZ: ALL onion Ponuw. AL Date From: ALL onion Pleasure: ALL Data I—: ALL Design Pressure: ALL Date From: ALL Approved for tore outside HVHL� ALL Impact Resistant- ALL Date To: ALL Dab To: ALL goes To: ALL onion Pressure; ALL Data I—: ALL Date TO: ALL Florida Department of Business & Professional Regulation ps"' 1111 Building Codes and Standards 72MIti Product Approval Application Detail Florida Department of Business & Professional Regulation P.Plorl Building Codes and Standards 7r20=16 Product Approval Application Detail Florida Department of Business & Professional Regulation paw 1 of 1 Building Codes and Standards 7�2015 Product Approval Application Detail Entity or 2ft M Date P*Adim Date contact Emalmor & License Validated By Validated submitted Fact Approval Approved 291111211. Tim Robinson Walter& TIM.N., P.E. John W. l(m.9", FE 05/0e/2015 04124t2015 OWV2015 0012&Wla Approved (95,1) 689-7W PE44167 (964) 772-8224 VarrobinsomlitopoonLoorn Product Description Comillothed Golvarked Steel St.- Panels retained or not by tractor to provide hunicane protection. 3—h Clients Search Criteria Code Version: 2D14 FL #.. 7849.16 A ~- TyW. ALL ProduartMaunufterturer, ALL Cod. Verde.: 2014 FIL P. 15078.1 CodeVeralon: 2014 PLC 0076.2 Category: ALL sub-tago"'. ALL Application Typo: ALL Product Manufacturer: ALL Application TyW. ALL Product Monsilecomen. ALL Application States: ALL CompHannitleduod: ALL Category: ALL Subcategory: ALL Cnagmy! ALL Subcategory: ALL Quality Assimmes Entity Contract Expired: ALL Produott Model. Number or Nno,. ALL Application SMn: ALL Complamor. Method: ALL Application Sitifter, ALL Compliance Method: ALL Product D..dpti .: ALL Approrved for on In HVHZ-. ALL Quality Assurance Entity Contract EXPINd: ALL Pmdmt Model, Number or Nome: ALL Quodity, Assuranter Entity Contract Expired; ALL Productleloodal, Number or Noma: ALL Approved for mor outside HVH7-- ALL Impact Realstaffit ALL Product Dncr"m: ALL Approved for use In WHZ- ALL Product Description, ALL Approved for use In HVH7, ALL onion P ins: ALL Date From: ALL Approved for use outside HVHZ: ALL Impact Restaurant ALL Approved lar use outside HVKZ: ALL Impact Resistant: ALL To: ALL Design P—U.: ALL Date From: ALL Design Pressure: ALL Data I—: ALL Data To: ALL Oat. To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail search Criteria Cod. Version: 2014 FL* 128M ' I Application Typo: ALL P-luct Manuflacturiort ALL Category: AL Subcategory: ALL Application Stames: ALL Compliance Method: ALL Quality Assistance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product D"'Viptil n; ALL Approved for on in "VHZ. ALL Approved for un outside HVHZ: ALL ].Pool Rieftlaft. ALL onion Prater re: ALL Data I—: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application DeftH $"Mb criteria Cod. V-1oa: 2014 Fl. P. 1990.3 Application Type: ALL Product Miandectow. ALL Category: ALL Subcategory. ALL Application Status: ALL Compga— Method: ALL Quality Assurn. Entity Contact Ephred: ALL Product Model, Number or Nam.: ALL Product D"criptl ; ALL Api—d for use In HVHZ- ALL App— forenoublid.HVIIZ: =urs: ALL Impact Rawflortandt ALL D.19. ALL Defic I—: ALL note Tot ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page I Of I 7rA= 15 P77MM"'151 I page I or 1 1 7=016 92k Endow Dak jbk Date Pending Do - version Minorled, Contact Emilmour & LIamm Valklated By Validated submitted FDO-A,—1 Amsrond Status Revision 2014 WF.k Industries In. David Wast [CC Evaduaffon Service. LLC ICC Evaluation Service, 08/3=018 OW11/2016 0710SQ015 Approved Category: Structural Components (314) 051-7480 U.C. Subcategory. Truss Plot. dwevinCoom (205l 6"00 compliance Method: Evaluation Report form a Product Evaluation Entity QualltrAtionams Atromed for 11" Awroved for the lig= Don, Ing In HVHZ Outside HVKZ Resistant prossuis 3 MT18HS 13 ga. high strangth trun corsector plot. 12131,2015 Yes Yes NZA NIA a." Criteria Code Version: ZD44 FL V. 21973 Applindo. Type: ALL Product Manufacturer. ALL cirtationyt ALL Satbottatior3r. ALL Appllcad- Stalus. ALL Compliance Mothad: ALL Quality Assurance Entity Contract Explmd! ALL Product Model, Number or Name: ALL Prod.- Deautdpod : ALL Approved lor — In NWZ: ALL Approved loftr use, outside NVHL ALL tripact Rmilidardt ALL Design Proestare: ALL Oat. I—! ALL Do% To: ALL Florida Department of Business & Professional Regulation P.01.rl Building Codes and Standards 7r2D=5 Product Approval Application Debt] 991111 Enift " 2211, 2dt Date Pondlews 121112 Verraloat Manufacture contact Enedn",&LIcerive Validated By Validated Submitted FINCAporovid A--d DIAUM Revision 2014 All Amflcen Shutters and Clan Mike Bumled Frank L. Bervel RE. Jorge A. Pormarturtz, P.E. 007P2015 Applied For Category: Shutters (561) 7124682 PE-00466,111 (964) 3944521 SubCategoer. StwM Panels mikabilialloormakanabutle Compliance Method: Evaluation Report from a Florida Registered Anth"a"t a a Licensed Florida Pranstcroul Engineer CowillerAssurarin Approved for Use Awro-d The Use lam paskaft am* Product Model. Numberor Name Product Description Contract EMInficon Does In outwit HVKZ Resistant P- 1 22ga, 24ga Steel Porous 22ga, 249a Steel Storm Panels 1201/2015 No Yes Yea, NIA search cdw, Cod. Version: 2014 R. 400. 13678.1 Applindo. Type; ALL Product Manull-turan, ALL Category. ALL Subcategory: ALL Application Simon: ALL complince, method: ALL Quality Assurance Entity Controo-t Expired: ALL ProductModel, NurnberarNion: ALL Product Description: ALL Approved for on In HVHZt ALL Approwd For — outarld. HVKZ: ALL Impact Resistant; ALL Design Pressure: ALL Oat. From; ALL OW To: ALL Florida Departmient of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code version; 2014 FILM igogA Application Type. ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status, ALL Cornpitione. Method: ALL Quality Aeriummod Entity Contract Expired: ALL Product Model, Nong., or Nam.; ALL Product D..dptl-: ALL Approved for use In HW7- ALL Approved for .. outsid. HVHZ: ALL Impact Realisterit: ALL. Dosim Pressure: ALL Date From: ALL Do% To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Code version: 2014 FL P. 2197.4 Application TYPIK. ALL Product Monulactuter. ALL C-W"W. ALL Sub-tagaer. ALL Application Staus: ALL Compliance, Method: ALL Quality Assurance Entity Contract EXPIred: ALL Product Model, Number or Nernst ALL Product D .. rlpil .: ALL Approved for — In HVHZ-. ALL Approved for — -tattle HVH7- ALL Impact Rosistaft ALL Design Pleasure: ALL Data I—: ALL Data To: ALL par I of 1 7�2016 Fail. I ot I 7=015 Q,IttvA-- Aeorrond for Use Ancrand for Use hrm D"IM Control: E-1,11, pato In11vKz outside P—, 12131/2OiS No Yes Yes NIA Florida Department of Business & Professional Regulation pop I or 1 Building Codes and Standards 7r2mls Product Approval Application Detail 9M Entity or Do DO Qatar, Parente im Version Manufacturer Coined - . - mm Validated ft Validated Submitted FEC Arrooroval Awroved awn Revision 2014 TVV Bulliffidi Component. Group hu, Seem Leyds ICC Evaluation SmIcs. U-C William M. Ramerl, PE 03/2512015 liamilit; 0=912015 Approved Category: Structural Components (800) 755-0)(11 (407)W1-i017 SubC&t&gW. Truter Pletes of-I.QuIpInk..com Compliance Method! Evshoolon Report from a Product Evaluation Entity Awmad for Un Awrovinil lot too, 1--t onion S-# Product Model. Number " Name Product D—Mothet Contract EXPiratiOn Outside HVRZ Resistant Pressure I ITW BCG Higher Stranglin (H &enlp; S) Mated Connector Plow 12131/2020 Yes Y. NZA NIA asonthcrithells Cod. 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Number or Noma 0,WA�m Awroved for Use Awwrad for use Product Description It In cubed, HVHZ onion Roolishin pressure 1 M18SHS 18 ga super high Wwgth truss connector plate 1201=5 Yes Yes WA WA antrall Croatia Code version: 2014 PL 0. 2107-1 Application Type: ALL Pmduart ManuWWw. ALL Category. ALL Sub"oettoryt ALL AppkaUm Stather: ALL Camps .. Mdd: ALL Quality Alsomance early Contract Explood; ALL Product Mod.k. Number or Nam.: ALL Product Description: ALL Approved for on In NVH7- ALL App—ed for — outside HVHZ: ALL ].pool Rioudowitt ALL onion P—..: ALL Data I—: ALL Vd. To: ALL Florida Department of Business & Professional Regulation BuNding Codes and Standards Product Approval Application Detail pap I of I 74202015 921111 Eraft or Data 21ft Dow pimfirm Do% Los, V-1. lu-siflacture Contact Emilmoor & Unne, Validated Bv Validated Submitted FOC Approval Awro-d allum Revision 2014 Mi Industries Ina David Wart ICC Evaluation Serves. U.0 ICC Evaluation Serwhas, 061=015 OW11/2018 07/05/2015 Approved Caw": Structural Components (314) 851-7480 U.C. Bobcat.": Trues Plain dwartamill.com (206) 509-9800 Compliance Method; Evaluelon Report from a Product Evaluation Entity Q,WA,u— A -mod lbr Use A-,,,d Id, Us, IM= good- Aw In HVHZ Outside HVHZ Resistant pressurs 5 MT2)HS 2) go. high stringfin truss wrorector plate 1213112015 Yes Yes NIA NZA 3".h criteria Code Version; 2M4 FL#. 2197.5 Application TYW. ALL Product VARUbCt��. ALL Colog-'r, ALL Subcategory. ALL Application Status: ALL Compflawo Method: ALL Quality Assuramn Entity Contract Expired: ALL Product Model, Number or Name: ALL Product, Description: ALL Approved for use In 14VH7- ALL Approved for — outside HVH7- ALL braised It"Isterit ALL Deshim Pleasure: ALL Oat. I—: ALL Dode To: ALL Florida Department of Business & Professional Regulation Pails I &I Building Codes and Standards Product Approval Application Detail Cod. DO 21k Dat& Pending Data Twe version Mararract"no Con Validated 81 wigiaw submitted FING Approvad Avoloved Ewa Revision 2014 Global Protection PrOdUCtir. ULC. 'Fire Robinson Walter A. Tell Jr., P.E, John W, Kmeevch, PE 04W/2015 04r2412015 wMaaD15 OW2312015 Approved Category: Student lost) 680-7W PE44167 (964) 772-8224 SubC.tegorjr, Fabric Stonn Panel tim.mbinsoniiiIappealLoom Compliance Method: Evoloandon Report from a Florida Fluoridated Anthilect or a Licensed Florida Professional Engineer - --- All Product loo". Number or Name ------- QuaW Assurromoo Atrumvedlicruse Antumved-lar Use Product Donrlotion In outside NVHZ kmad posta. R"Istmn pleasure 1 EPP FABRIC SHUTTER -SERIES 2000 Corroof Polyethylene Fabric Panels retained by tractor 1213112015 No Year Yes NIA or direct mamled to pinVide hurricane protaction. Search Criteria Cod. 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Sao # Product Model, Number or Name Product DencriDdon Contrast Expiration Dole It, HVH glibuxle HVK Resistant Pleasure I AJS JisIs Wood "[&quot,, Joints DilOt/2035 No Yen N/A NIA $—h Criteria Cod. Version: 2044 FL 0: 1646,11 Applicedon Type: ALL Productlikinulacubmer. ALL Category: ALL Subcategory: ALL Application Stable: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL PooductDonorlpt! m ALL Approved for use In HVK7- ALL Appmved far use outside HVH?- ALL Impact Resistant, ALL Design P ure: ALL Date From: ALL Dato TO: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P-PI-11 I 70MI5 Code Entity or Date Rag Date Pondkint Data Tvas Version Manufachm, contest EntrineorlItLiceiran, Submitted FINC, Amadvol Amemyed Revision 2014 Waywhas r Jim Anderson ICC Evaluation S.M., LUC James A. 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